The URL can be used to link to this page

Home My WebLink AboutP_5189_SABBREVIATIONS AJC ACOUS. ACOUS.T (ORAC.T.) ADD'N(L). ADJ. A.F.F. ALUM. ALT. ANOD. APPVD. APPROX. ARCH. AUTO. AVG.& A.F.F. BRO. BLDG. BLKG. BM. BOT. BTWN. CBC C.I.P. C.J. CMU CLG. CLR. CONC. CONT. DBL. DIA. DIMS. DWG. EA. EQ. FX. FIN. AIR CONDITIONING ACOUSTICAL ACOUSTICAL TILE ADDITION(AL) ADJUSTABLE ABOVE FINISH FLOOR ALUMINUM ALTERNATE ANODIZED APPROVED APPROXIMATE ARCHITECT or .ARCHITECTURAL AUTOMATIC AVERAGE AND ABOVE FINISH FLOOR BOARD BUILDING BLOCKING BEAM BOTTOM BETWEEN CALIFORNIA BUILDING CODE CAST-IN-PLACE CONTROL JOINT CONCRETE MASONRY UNIT CEILING CLEAR CONCRETE CONTINUOUS DOUBLE DIAMETER DIMENSIONS DRAWING EACH EQUAL FIRE EXTINGUISHER FINISH FLASH'G FLR. F.O.M. FTG. GA. GALV, G.W.B. H.M. INSUL. MAINT. MAX. MECH. M.C. M.H. MTL. MEZZ. MFG. MFR. MGR. MIN. MISC. M.0. MTD. MUL. MW. o.c. 0.0. REQ'D SIM. STL. THK. T.S. TYP. U.B.C. U.F.C. U.M.C. U.N.O. U.P.C. W/ W/0 W.P. WT. FLASHING FLOOR FACE OF MASONRY FOOTING GAUGE GALVANIZED GYPSUM WALL BOARD HOLLOW METAL INSULATION MAINTENANCE MAXIMUM MECHANICAL MAIL CHUTE MANHOLE METAL MEZZANINE MANUFACTURING MANUFACTURER MANAGER MINIMUM MISCELLANEOUS MASONRY OPENING MOUNTED MULLION MICROWAVE ON CENTER OUTSIDE DIAMETER REQUIRED SIMILAR STEEL THICK TUBE STEEL TYPICAL UNIFORM BUILDING CODE UNIFORM FIRE CODE UNIFORM MECHANICAL CODE UNLESS NOTED OTHERWISE UNIFORM PLUMBING CODE WITH WITHOUT WATERPROOF WEIGHT SYMBOLS ( 0 REFERENCE NORTH ~ 0' -0" ELEVATION @I8> DOOR REFERENCE 0 WALL TYPE HEIGH~EPTH L~MILLWORK -1rt-CENTER LINE 0 WINDOW REFERENCE 0 LOUVERREFERENCE {A) GRIDLINE y (LETTER OR NUMBER) BUILDING SECTION REFERENCE & EXTERIOR ELEVATION REFERENCE SECTION LETTER SHEET NUMBER [}}--:t KEYNOTE tf EXITSIGN VICINITY MAP NORlH PROJECT LOCATION _ _/ CITY OF NEVVPORT BEACH CORONA DEL MAR STATE BEACH IMPROVEMENTS 3100 OCEAN BLVD., CORONA DEL MAR, CA 92625 SHEET INDEX DWG. NO. SHEET TITLE R-1.00 COVER SHEET R-1.01 UNIVERSAL DESIGN TYPICAL DETAILS R-1.02 UNIVERSAL DESIGN GENERAL NOTES R-1.03 COASTAL PERMIT CIVIL C-1.01 DEMOLITION PLAN C-1.02 DEMOLITION PLAN C-2.01 GRADING & STRIPING PLAN C-2.02 GRADING & STRIPING PLAN C-2.03 GRADING & STRIPING PLAN C-2.04 GRADING & STRIPING PLAN C-2.05 GRADING & STRIPING PLAN C-2.06 GRADING & STRIPING PLAN C-2.07 GRADING DETAILS C-3.01 UTILITY PLAN C-4.01 HORIZONTAL CONTROL PLAN C-4.02 HORIZONTAL CONTROL PLAN LANDSCAPE L-1.01 SITE PLAN L-1.02 SITE PLAN L-1.03 SITE PLAN L-1.04 SITE DETAILS L-1.05 SITE DETAILS L-1.06 SITE DETAILS L-2.01 PALM TREE RELOCATION PLAN L-2.02 PALM TREE RELOCATION PLAN L-2.03 PALM TREE RELOCATION PLAN L-3.01 PLANTING PLAN L-3.02 PLANTING PLAN L-3.03 PLANTING PLAN L-3.04 PLANTING DETAILS L-4.01 IRRIGATION PLAN L-4.02 IRRIGATION PLAN L-4.03 IRRIGATION PLAN· L-4.04 IRRIGATION DETAILS L-4.05 IRRIGATION DETAILS ARCHITECTURAL A-L2.01 LIFEGUARD • FIRST FLOOR PLAN ::~:~~ t:~~~~:~g : ~~;~~~~OOR PLAN AND ROOF PLA~- A-L2.11 LIFEGUARD -REFLECTED CEILING PLAN• FIRST FLOOR A-L3.01 LIFEGUARD -EXTERIOR ELEVATIONS A-L3.02 LIFEGUARD -EXTERIOR ELEVATIONS A-L4.01 LIFEGUARD -BUILDING SECTIONS A-L4.02 LIFEGUARD -WALL SECTIONS A-L4.03 LIFEGUARD -WALL SECTIONS A-L7.01 LIFEGUARD -INTERIOR ELEVATIONS A-L7.02 LIFEGUARD-INTERIOR ELEVATIONS A-L7.03 LIFEGUARD -INTERIOR ELEVATIONS A-R2.01 RESTROOM -DIMENSION PLAN A-R2.02 RESTROOM -REFERENCE PL.AN A-R2.03 RESTROOM -ROOF PLAN AND REFLECTED CEILING PLAN A-R3.01 RESTROOM -EXTERIOR ELEVATIONS A-R3.02 RESTROOM -EXTERIOR ELEVATIONS A-R4.01 RESTROOM -BUILDING SECTIONS A-R4.02 RESTROOM -WALi. SECTIONS A-R7.01 RESTROOM -INTERIOR ELEVATIONS A-P2.01 PARKING BOOTH -PLANS & ELEVATIONS A-P4.01 PARKING BOOTH -SECTIONS & INTER. ELEVATIONS DWG. NO. SHEET TITLE ARCHITECTURAL A-8.01 DOOR AND WINDOW SCHEDULE A-9.01 WALL SCHEDULE/ DETAILS A-9.02 ROOF DETAILS A-9.03 STOREFRONT & LOUVER DETAILS A-9.04 TRANSACTION COUNTER & SUSP. CEILING DETAILS A-9.05 DOOR DETAILS STRUCTURAL S-1.01 S-1.02 S-2.01 S-2.02 S-3.01 S-4.01 S-L 1.01 S-L 1.02 S-L 1.03 S-L2.01 S-L2.02 S-L2.03 S-L2.04 S-R1.01 S-R1.02 S-R2.01 S-PB1.01 S-PB2.01 GENERAL NOTES GENERAL NOTES TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS LIFEGUARD -FOUNDATION PLAN LIFEGUARD -PARTIAL SECOND FLOOR/ROOF FRAMING PLAN LIFEGUARD -HIGH ROOF FRAMING PLAN LIFEGUARD -SECTIONS & DETAILS LIFEGUARD -SECTIONS & DETAILS LIFEGUARD -SECTIONS & DETAILS LIFEGUARD -SECTIONS & DETAILS RESTROOM -FOUNDATION PLAN RESTROOM -ROOF FRAMING PLAN SECTIONS AND DETAILS FOUNDATION & ROOF FRAMING PLAN SECTIONS & DETAILS MECHANICAL M-1 MECHANICAL-SCHEDULE, LEGEND, AND NOTES M-2.1 MECHANICAL-FIRST FLOOR & PARKING BOOTH PLANS M-2.2 MECHANICAL-SECOND FLOOR PLAN M-3.2 MECHANICAL-LIFEGUARD BLDG. ROOF PLAN M-4.0 MECHANICAL-DETAILS PLUMBING P-1.0 PLUMBING-LEGEND AND GENERAL NOTES P-1.1 PLUMBING-FIXTURE SCHEDULE P-2.0 PLUMBING-SITE PLAN P-2.1 PLUMBING-LIFEGUARD -FIRST FLOOR PLAN P-2.2 PLUMBING-LIFEGUARD -SECOND FLOOR & ROOF PLAN P-3.1 PLUMBING-RESTROOM -FIRST FLOOR & PARKING BOOTH P-4.0 PLUMBING-DETAILS ELECTRICAL E-0.1 SYMBOLS NOTES, SCHEDULES, AND FORMS E-0.2 SINGLE LINE DIAGRAM AND DETAILS E-0.3 TITLE 24 ENERGY FORMS E-1.1 ELECTRICAL SITE PLAN E-1.2 ELECTRICAL SITE PLAN (BOOTH) E-2.1 LIFEGUARD-FIRST FLOOR ELECTRICAL PLAN E-2.2 LIFEGUARD -SECOND FLOOR ELECTRICAL PLAN E-2.3 RESTROOM -ELECTRICAL PLAN CODE REQUIREMENTS LIFEGUARD & CONCESSION BUILDING CONSTRUCTION TYPE: OCCUPANCY GROUP: MAXIMUM ALLOWABLE HEIGHT: ALLOWABLE AREA: BASIC ALLOWABLE: MUL Tl-STORY INCREASE: SUB-TOTAL 4 SIDE YARD INCREASE (130-20).05 (100%MAX): TOTAL ALLOWABLE AREA: TOTAL ACTUAL AREA: V-N B 2 STORIES 8,000 S.F. 8,000 S.F. 16,000 S.F. 16,000 S.F. 32,000 S.F. 2,338 S.F. RESTROOM BUILDINGS (2 TOTAL) CONSTRUCTION TYPE: V-N OCCUPANCY GROUP: B MAXIMUM ALLOWABLE HEIGHT: 2 STORIES ALLOWABLE AREA: BASIC ALLOWABLE: 8,000 S.F. 4 SIDE YARD INCREASE (130-20).05 (100%MAX): 8,000 S.F. TOT AL ALLOWABLE AREA: 16,000 S.F. TOTAL ACTUAL AREA: 1,245 S.F. PARKING BOOTH CONSTRUCTION TYPE: V-N OCCUPANCY GROUP: B MAXIMUM ALLOWABLE HEIGHT: 2STORIES ALLOWABLE AREA: BASIC ALLOWABLE: 8,000 S.F. 4 SIDE YARD INCREASE . (130-20).05 (100%MAX): 8,000 S.F. TOTAL ALLOWABLE AREA: 16,000 S.F. TOTAL ACTUAL AREA: 155 S.F. CLIENT: PROJECT TEAM CITY OF NEWPORT BEACH LLOYD DALTON, P.E. 3300 NEWPORT BLVD. NEWPORT BEACH, CA 92658 ARCHITECT: ROBBINS JORGENSEN CHRISTOPHER ROBERTA JORGENSEN, FAIA CIVIL ENGINEER:. 2800 LAFAYETTE NEWPORT BEACH, CA. 92663 949.566.0080 949.566.0082 FAX METRO POINTE ENGINEERS. JON AUSTIN, P.E. 3151 AIRWAY AVENUE, SUITE J-1 COSTA MESA, CA 92626 714.438.1095 714.438.1097 FAX LANDSCAPE ARCHITECT: ROBBINS JORGENSEN CHRISTOPHl:R TOM GARCIA, A.S.L.A. 2800 LAFAYETTE NEWPORT BEACH, CA. 92663 949.566.0080 949.566.0082 FAX STRUCTURAL ENGINEER: INTEGRATED DESIGN SERVICES, INC. RAMI ELHASSAN, P.E. MECHANICAL/ PLUMBING ENGINEER: ELECTRICAL ENGINEER: DESCRIPTION 13891 NEWPORT AVENUE, SUITE 110 TUSTIN, CA 92780 714.368.5080 714.368.5088 FAX F.T. ANDREWS • RAY CRANSTON, P.E. 831 S. HARBOR BLVD. ANAHEIM, CA 92805 714.772.9193 714.772.5789 FAX P.A. BREEN ASSOCIATES PAUL A. BREEN, P.E. 22114 S. VERMONT AVE. #201 TORRANCE, CALIFORNIA 90502 310.787.8689 310.787.7230 FAX PARKING TABULATIONS PROPOSED FULL SIZE SPACES PROVIDED COMPACT SPACES PROVIDED ACCESSIBLE SPACES PROVIDED 526 30 4 VAN ACCESSIBLE SPACES PROVIDED 8 TOTAL PARKING SPACES PROVIDED 568 APPLICABLE CODES EXISTING 501 56 4 8 569 2001 2001 2001 2001 2001 2001 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE CALIFORNIA BUILDING CODE, VOL. 1 -3 (BASED ON 1997 USC) CALIFORNIA ELECTRICAL CODE (BASED ON 1999 NEC) CALIFORNIA MECHANICAL CODE (BASED. ON 2000 UMC) CALIFORNIA PLUMBING CODE (BASED ON 2000 UPC) CALIFORNIA ENERGY CODE 2001 2001 CALIFORNIA FIRE CODE (BASED ON 2000 UFC) CALIFORNIA REFERENCE STANDARDS CODE • g N ' " s ON C c~ i Oo Oo .. ~ ~ .. ~ ,.~ u ~~ C "'"' a ~~ ; "'"' 2, . . %X ! ~~ i ~ ii. 19 ~ ..; ; ~ ... v :;;< ,.w "'--"~ ~,-m ~ ""''" ~ 0 ,. O~N 0""' 2a ~w< NZU ~ □ REVISIONS: DRAWN BY: JC CHECKED BY: HH RECORD DRAWINGS DATE: 08/01/07 R-1.00 SHEET OF RJC#: 0223 XREF: . • c.o I, 1 o" 'I 1, SIGN MATERIAL TO BE ,1'" ~---------,,,..1_ THK. PLASTIC W/ ½2" RAISED BORDER, GRAPHIC AND LETTERS. RAISED CHARACTERS SHALL BE AT . ,. .· . ... [E}{ff • • LEAST ¾" HIGH BUT NOT ...___-+'..,_,, CC HIGHER THAN 2". ••: •• r _ ~i.-'' ;;:;-LOCATE SIGN MAX. 12" -. -. -'' AWAY FROM DOOR STRIKE 5' -o• FROM BOTTOM OF TACTILE LETTERS TO FINISHED FLOOR U.N.O. SIDE. LETTER AND NUMBERS ON SIGN STALL HAVE A HEIGHT, WIDTH-TO-HEIGHT RATIO BETWEEN 3:5 AND 1: 1 AND STROKE WIDTH-TO-HEIGHT BETWEEN 1:5 & 1:10. BRAILLE LEI IERS: CONTRACTED GRADE 2 BRAILLE PER CBC CHAPTER 10, SECTION 1003.2.8 PER CBC CHAPTER 11, SECTION 11178 5.1-3 ,..---,HAND-HELD SPRAYER UNIT TO BE MOUNTED WITHIN 27" FROM SEAT MOUNTING WALL WATER CONTROLS TO BE MOUNTED BETWEEN 18"-24" FROM SEAT MOUNTING WALL ,---FOLDING SEAT , 30" • MIN. , 36" MIN. , . ,z . ~ -::- ,\ .. il ~ 1/2" Ml . '.ulv -,.,., z +-1:J~r~~-r· FULL REQUIR D :i ~ EPTH OF st LL 'b V \~ ~ SEAT ,. . . , I " 1 '-6" . " A .I ' FIN. FLR. ,. ELEVATION SECTION NOTE: WATER JET SHALL BE 4" HIGH, MIN. , ~ c.o • co I 1o ,. ,. , . PAINTED METAL SIGN, INTERNATIONAL SYMBOL OF 6" ACCESSIBILITY SIGN COLOR SHALL MATCH NO. 15090 IN THE FEDERAL STANDARD NO . I 5958 SEC. 2-1720. • ,,. ' f19 !\_ #14 TAMPER PROOF. I ~b COUNTERSINK SCREWS INTO , ) EXPOSED SHIELD, TYP. o t ,.._v • WHITE COLOR DIRECTIONAL ARROW. SEE SITE PLAN FOR DIRECTION ON PATH OF TRAVEL. ALL MOUNTING SHALL BE ON EXTERIOR OF BUILDING 1½" .1½" CLR. MAX. .• ::.~ ·r-'/1 ... "--.... :-·-~,,.. . :.' "".: ·: ~-,· . ·: ... '. :.,. ...•. _. ·: .• ·-·• : ... ~~ •""i".'4·- ~ -~.-/:~i· -_,;.:?.~ • '.:~-~ .::~ ·_;_. ·::):•:-:'! . ....... ~-·-. ~ .' . .: . .-/~:;_ •. : ... , ::: : :.~:; ~ . ,, ,. .... • .. :··.( .... ~· . ··.·.-·:: .. :~.: - ~.\:~: ~:,.". ' '---1¼" O.D. MIN. NOMINAL DIA. TO 1½" O.D. MAX. EXIT SIGN N.T.S. 17 • -REQUIRED CLEAR FLOOR SPAi",. ELEVATION 'H-LO" DRINKING FOUNTAIN ½• • f-0" 9 ACCESSB E l:NTRANCE SIGN 3"•f-O" 5 HAN:)RAl. 6' • f-0" 1 - -18 I 1 1/2 ( g . ,, , • 2% MAX. ~ ,,, SURFACE I • SLOPE7.._ ,., ,., .. . ELEVATION ,-----,.-FLEXIBLE SHOWER SPRAY HOSE, MIN. 60" LONG r---i--TOP OF MOUNTING BRACKET / r------1-SINGLE LEVEL MIXING VALVE CONTROL I ' • I' ,,--· • 0, ( ""' • I 0 • 1o '. ""' ,... ,--or . . I I' " J8"-24'~ 2 " MAX .• ~ NOTE: BACKING IS REQUIRED FOR GRAB BAR & SEAT INSTALLATION 10 1/2" ,,MIN.,, . 17 / . ~ I' z -"~ll i z :::. 1\\./ :::. • • 0 ~ "= 'LI • LO ,-,,, I I I' I . z . . • N N ,... 0, :IE. N FIN. FLR. . • . ,- ~ ,. ,. 6" T~X. ~I:'\ . ,, ,, ( ~ 8" MIN. KNEE CLEARANCE 1 '-5" • CLEARANCE ,, MIN. ,., . LAVATORY URINAL SHOWER MOUNllNQ ¾"-1'-0" 14 FIXTIJRE MOUNllNQ • ½·-r-o· 10 ,1'-o· . 0 2·-:--1 • . NOTE: ,,,---1 1/2" O.D. RAILING , EQ. EQ. '-o• ~~ "::::::::::;o= ,,1 1/2" MAX. • a:> ,., I • ""' ,,, THE UPPER APPROACH AND THE LOWER TREAD OF INTERIOR STAIR AND ALL TREADS OF EXTERIOR STAIR SHALL BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR STRIP. THE MATERIAL SHALL BE SLIP-RESISTANT OR PAINTED STRIP. NOTE: FLUSH VALVE SHALL BE ON WIDE SIDE OF MOUNT SEAT COMPARTMENT~ COVER DISPENSER • 6• SLOT 3' -4" AFF '.:-\ 36 MIN •• 1·-0•;:"'i 3'-6" ,. \ • , / , • ., '18"MI t-, '-,. 2 -0 ,. • ,,1'-o" MAX. 0 ' • ,... I • 0, I N t-<> ~ \ . t \ ~ \-\~L._., . ,- \ FIN. FLOOR---''/ ~-HANDLE OPERABLE FROM OPEN SIDE, TYP. , 1 o" • , SIGN MATERIAL TO BE¼" THK. PLASTIC W / ½2 • RAISED BORDER, GRAPHIC •·, .. •• AND LETTERS. RAISED <.O [E ~ n CHARACTERS SHALL BE AT • Au . LEAST %" HIGH BUT NOT , ....__-+'le-co HIGHER THAN 2". •• .. •• .:·---+'le-;;, LOCATE SIGN MAX. 12" ---09 9 ---+"Ir-,. AWAY FROM DOOR STRIKE . SIDE. 5' -o• FROM BOTTOM OF TACTILE LETTERS TO FINISHED FLOOR U.N.0. LETTER AND NUMBERS ON SIGN STALL HAVE A HEIGHT, WIDTH-TO-HEIGHT RATIO BETWEEN 3:5 AND 1: 1 AND STROKE WIDTH-TO-HEIGHT BETWEEN 1 :5 & 1:10. BRAILLE LITTERS: CONTRACTED GRADE 2 BRAILLE PER CBC CHAPTER 10, SECTION 1003.2.8 PER CBC CHAPTER 11 SECTION 11178 5.1-3 NOTE: SEE 7 & 8 / R.'...1.01 FOR ADDITIONAL INFO. TYPICAL SIGNAGE MOUNTING ½• • f-0' 6 ¼" THICK --, OPAQUE ACRYLIC VERIFY TEXT W / DOOR---. SCHEDULE SHEET RAISED ½2" BRAILLE, PAINTED CHARACTERS ROUNDED OR DOMED, - II CONTRASTING ~ WITH , BACKGROUND.7'--.t-" _ AND CENTERED ON SIGN, TYP. - ....: 8" ....: -,,'-,------,""' . . s ,. 10-• • c.o cc 1111 ' ,., ·~~ ,,, ::E \ 9 LOCATE AT THE LATCH SIDE OF DOOR OF io CLEAR DOOR SWING LOCATE SIGN 12" MAX. AWAY FROM DOOR STRIKE SIDE. I N -19 HANDRAIL • ST AIR ½"•f-0" 15 TOILET STALL ½• • f-0" 11 RESTROOM SIGNAGE 1½· • f-0' 7 ~ ~ U) I=! ~ w g~ a. l7i w ~ (3 ~ :is Ul ~ ~<I(! 11_~ 17 v ....__ ....,_ ..: I<" i---• ""' i I ,., ,.._ ,. it: Ul ~~ ~~ g] FIN. FLR. PAINTED CHARACTERS CONTRASTING WITH BACKGROUND AND CENTERED ON SIGN, TYP. --1t-,.~ I'-~-------• ~ ---II~~~ ' ~ m ~ A 1111 -WOMEN MEN UNISEX . ¼" THICK, 12" DIA. CIRCLE, ½" WIDE BORDER. TYP. ¼" THICK EQUAL TRIANGLE, 12" SIDES O· ¼" THICK TRIANGLE 1-~ SUPERIMPOSED ON. b A¼" THICK, 12" ~ ~ DIA. CIRCLE NOTE: SIGNS SHALL BE CENTERED ON THE DOOR USING THREE (3) COUNTERSUNK, FLATHEAD CHROME SCREWS, TAMPER RESISTANT TYPE, AND ADHESIVE. SIGNS SHALL BE CONSTRUCTED OF¼" CLEAR ANODIZED ALUMINUM WITH SYMBOLS ETCHED X6 • AND PAINTED BLUE. CBC 11158.8.2 DIAMETER OR WIDTH. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1¼ INCHES TO 1½" INCHES OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE CLEAR SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 1½" . CBC 11158.8.3 STRUCTURAL STRENGTH. THE STRUCTURAL STRENGTH OF GRAB BARS, FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS: 1. BENDING STRESS IN A GRAB BAR INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF A 250-POUND POINT LOAD SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR. 2. SHEAR STRESS INDUCED IN A GRAB BAR BY THE APPLICATION OF A 250-POUND POINT LOAD SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR, AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. 3. SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF A 250-POUND POINT LOAD, SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING. STRUCTURE, WHICHEVER IS THE SMALLER ALLOWABLE LOAD. 4. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF A 250-POUND POINT LOAD, PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A 250-POUND POINT LOAD, SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE . 5. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS . CBC 11158.8.4 SURFACE. A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS OF Jf INCH. I 1 1¼" TO 1½" DIA. STAINLESS STEEL GRAB BAR ( CONCEALED FASTENERS) ~ • - - _jJ ' ....: ....: < • 0, I . COVER PLATE N ~ 8 N ' i ON • ~~ Oo '.Ii. Oo i ~~ ~~ V ~~ I ~~ ~~ • m~ .[ ~x • • L~ " ~ & e REVISIONS: • DRAWN BY: CB CHECKED BY: FC . RECORD DRAWINGS DATE: 08/01/07 R-1.01 SHEET OF .RJC#: 1--_---'---------------,_ r-20-+-NO-if'_U_J$8_) ________ ,--____ -,--16+-A-CCESSORY ____ MOUNT1NQ ___ ·_.C __ !Ori_l_S ___ ½_4•_•_f_--0_'..,...12-+-RE-STROOM ___ SIQNA __ GE ______ ----:1X:-2•-.-f---O-• 1 8-+--QRAB--BAR-----_ -----,---. -:6-:-' .-f-::--0-:-::,T-::-14 XREF: 0223 ' ' UNIVERSAL DESIGN -GENERAL NOTES RAISED CHARACTERS AND PICTORIAL SYMBOL SIGNS: WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THEY SHALL CONFORM TO THE FOLLOWING: A. LETTER TYPE. LETTER AND NUMBERS ON SIGNS SHALL BE RAISED 132 INCH MINIMUM AND SHALL BE SAN-SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE, RAISED A MINIMUM OF 1 / 40 INCH ABOVE THE BACKGROUND. 8. SYMBOL SIZE. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF % INCH HIGH. C. PICTORIAL SYMBOL . SIGNS (PICTOGRAM$) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF 6 INCHES IN HEIGHT. PORTLAND CEMENT CONCRETE PAVING AND CONCRETE FINISHES: PORTLAND CEMENT CONCRETE PAVING SHALL HAVE A MEDIUM BROOM FINISH ON ALL SURFACES LESS THAN 6% SLOPE AND A HEAVY BROOM FINISH ON ALL SURFACES GREATER THAN 6% SLOPE. PAVEMENT MARKINGS: 1. PAINTED LINES AND MARKINGS ON PAVEMENT SHALL BE BLUE IN COLOR EQUAL TO COLOR NO. 15090 PER FEDERAL STANDARD 5958. 2. EACH PARKING SPACE RESERVED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE, CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN AREA AND, WHEN IN A PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM HEIGHT OF 80 INCHES FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISH GRADE. 3. WHEN LESS THAN FIVE PARKING SPACES ARE PROVIDED AT BUILDINGS AND FACILITIES SUBJECT TO THESE REGULATIONS, ONE SHALL BE 17 FEET WIDE AND LINED TO PROVIDE A 9-FOOT PARKING AREA AND A 8-FOOT LOADING AND UNLOADING AREA. AN ADDITIONAL SIGN STATING 'VAN-ACCESSIBLE" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. 4. A SIGN SHALL BE POSTED IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO OFF PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. 5. BY OUTLINING A PROFILE VIEW OF A WHEEL CHAIR WITH OCCUPANT IN WHITE ON BLUE BACKGROUND. THE PROFILE VIEW SHALL BE LOCATED SO THAT IT IS VISIBLE TO A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE AND SHALL BE 36 INCHES HIGH BY 36 INCHES WIDE. CARPETING 1 . CHANGES IN LEVEL UP TO ¼ INCH VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN ¼ INCH AND ½ INCH SHALL BE ACCOMPLISHED BY MEANS OF A RAMP. 2. IF CARPET OR CARPET TILE IS USED ON A GROUND OR FLOOR SPACE, THEN IT SHALL BE SECURELY ATTACHED; HAVE A FIRM CUSHION, PAD OR BACKING OR NO CUSHION OR PAD; AND HAVE A LEVEL LOOP, TEXTURED LOOP; LEVEL-CUT PILE, OR LEVEL-CUT/UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE ½ INCH. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. 6. GRAB BAR SHALL BE 1 -1 / 4" -1 -1 /2" OR THE SHAPE PROVIDING EQUIVALENT GRIPPING SURFACE. CLEARANCE BETWEEN GRAB BAR AND WALL SHALL BE 1-1/2 .INCH. 7. GRAB BAR SHALL BE SMOOTH. EDGES SHALL HAVE RADIUS OF }e INCH MINIMUM. 8. STRUCTURAL STRENGTH OF GRAB BAR SHALL SUPPORT A 250 LBS. POINT LOAD. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 9. SURFACE OF WALL ADJACENT TO GRAB BAR. SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. 10. OPERABLE PARTS (INCLUDING COIN SLOTS) OF ALL FIXTURES OR ACCESSORIES SHALL BE LOCATED A MAXIMUM OF 40 INCHES ABOVE FINISH FLOOR. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE 5 LBS. MAXIMUM. TOILET COMPARTMENTS TOILET STALLS FOR DISABLED PERSONS SHALL HAVE SLIDE BOLT DOOR LATCH, U-SHAPE OR WIRE PULLS BOTH SIDES OF THE DOOR AND SELF-CLOSING HINGES. DOOR HARDWARE SHALL BE MOUNTED AT 30 INCHES TO 44 INCHES ABOVE FINISHED FLOOR. DOORS AT FRONT ENTRY STALLS SHALL HAVE 32 INCHES MINIMUM CLEAR WIDTH WHEN THE DOOR IS OPEN go•. DOORS AT SIDE ENTRY STALLS SHALL HAVE 34 INCHES MINIMUM CLEAR WIDTH WHEN THE DOOR IS OPEN 90•. DOORS AND HARDWARE 1. ALL PRIMARY PUBLIC ENTRANCES TO BUILDINGS SHALL BE ACCESSIBLE TO THE DISABLED. 2. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30 INCHES AND 44 INCHES ABOVE FINISH FLOOR. 3. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH-PULL ACTIVATING BARS, OR BY OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. 4. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR lf.Ffd~IMUM EFFORT TO OPERATE ACCESSIBLE DOORS; EXTERIOR DOORS: 5 LBS. INTERIOR DOORS: 5 LBS. FIRE RATED: 15 LBS. 6. THE BOTTOM 10 INCHES OF ALL ACCESSIBLE DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY WHEELCHAIR. 7. THRESHOLDS SHALL NOT EXCEED ½ INCH IN HEIGHT. 8. PROVIDE A SIGN OVER MAIN EXIT DOOR -"THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS." SIGNS AND IDENTIFICATION THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS. COLOR OF SYMBOL: THE SYMBOL SPECIFIED ABOVE SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 5958. BRAILLE SYMBOLS: CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY REQUIRED. ROUNDED OR DOMED DOTS SHALL BE l/10 INCH ON CENTERS IN EACH CELL WITH 2/10 INCH SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 1 / 40 INCH ABOVE THE BACKGROUND. PROPORTIONS: LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO OF BETWEEN 3:5 AND 1 :1 AND A STROKE WIDTH TO HEIGHT BETWEEN 1 :5 AND 1: 10. CHARACTER HEIGHTS: CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN UPPERCASE 'X'. LOWERCASE CHARACTERS ARE PERMITTED, FOR SIGNS SUSPENDED OR PROJECTED ABOVE THE FINISH FLOOR, THE MINIMUM CHARACTER HEIGHT SHALL BE 3 INCHES. CONTRAST OF SYMBOL: CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. WALKS AND SIDEWALKS 1. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING ½ INCH, AND SHALL BE A MIN. OF 48 INCHES IN WIDTH. 2. SURFACES WITH A SLOPE OF LESS THAN 5% GRADIENT SHALL BE AT LEAST AS SLIP-RESISTANT AS THAT DESCRIBED AS A MEDIUM SALT FINISH. 3. SURFACES WITH A SLOPE OF 5% GRADIENT OR GREATER SHALL BE SLIP RESISTANT. 4. SURFACE CROSS SLOPES SHALL NOT EXCEED ¼ INCH PER FOOT (2%). 5. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATINGS WHEREVER POSSIBLE. FOR GRATING LOCATED IN THE SURFACE OF THESE AREAS, GRID OPENINGS SHALL BE LIMITED TO ½ INCH IN THE DIRECTION OF TRAVEL FLOW. 6. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 :20, IT SHALL COMPLY WITH THE PROVISIONS FOR PEDESTRIAN RAMPS. 7. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE PEDESTRIAN ROUTE SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 :2 EXCEPT THAT LEVEL CHANGES NOT EXCEEDING ¼ INCH MAY BE VERTICAL. WHEN CHANGES IN LEVELS GREATER THAN ¼ INCH ARE NECESSARY, THEY SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS. 8. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60" X 60" AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. SUCH WALKS SHALL EXTEND 24 INCHES TO .THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK. 9. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST 5 FEET IN LENGTH AT INTERVALS OF AT LEAST EVERY 400 FEET. 1 0. ENTRANCE SIGNS: ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. 11 . WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE, SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60 INCHES ABOVE THE FINISH FLOOR TO THE CENTER LINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3 INCHES OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. SANITARY FACILITIES 1. THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF 17 INCHES AND A MAXIMUM OF 19 INCHES MEASURED TO THE TOP OF THE TOILET SEAT. 2. FLUSH CONTROLS SHALL BE OPERABLE BY AN OSCILLATING HANDLE WITH A MAXIMUM OPERATING FORCE OF 5 LBS. OR BY A REMOTE LOW VOLTAGE BUTTON. THE HANDLE OR BUTTON SHALL BE LOCATED SO THEY ARE OPERABLE WITHOUT REQUIRING EXCESSIVE BODY MOVEMENT. 3. FLUSH VALVE SHALL BE ON WIDE SIDE OF TOILET AREA. CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING. 4. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 5. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS. LEVER-OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET IS WITHIN THE ABOVE MENTIONED FORCE REQUIREMENTS. ;!; 0 N ' ' ' ON " ~ .. • ~ Oo ~ Oo • • .... ~ ~ .... u ~~ C . . • ~~ E ~~ • ~m e ~ zx . ~~ ~ i ~ ~ ® ~ . ~ w,? ~u. :;;., ►w ....... ""' ~~M ~ ,.., .. ...10\0 O~N 03'~ .,w< i NZU ~ ~ ~ Cl') z w w I-0 a: ~ J: z Cl) _J <Wo ' 0, ~ ~>< "' ~ IO O w ci. w _J m "" z W a: le ~ w a.. 0 a. (.I) 0 ~ 0.. z -;: <Iw ~ (.I) ~ -z z i Cl') Q {) lL t; w 0 a: <o ~ _J ow~§ ~ 0 al 0 a:: w > -z ::> REVISIONS: DRAWN BY: CB CHECKED BY: FC RECORD DRAWINGS DATE: 08/01/07 R-1.02 SHEET · OF RJC#: 0223 XREF: I I .,.,, '""') .. ST"ATE·OF CAL!FoRNrA""THE RESOURcEs:A..,.JNGY JARNOlfYSCHWARZENEWER, ·Govetlltir CALIFORNIA COASTAL COMMlSSlON SOUTH CflAst AREA OFFICE 'P'·O;~•l450 2o,rr_OfEANGA'!'e·ih™ !=l,OOR, lONG<BEACH;'CA, ':1080.t-4325 J~):-~SO'll Dole: ,April 20, 2004 Permit Appllcotlon No.: 5'0S•S07 ftjge: lof6 ., I i;s'if::~wc.1tt:.:f_Jtm1~\ff Nffiftt!fllffil~NT TO. ISSUE. PERMIT fllppq ,satisfaction of spe:ciol con@iti9ns) THIS IS NOTA COASTAL DEVELOPMENT PERMIT THE SOLE PWRPOSE OF THIS NUttCE IS TO INFORMTHE APPLICANTOFTHE STEPS NECESSARY TO OBTAINA\IAUD ,t,,ND EFFECTIVE COASTAL DEVELOPMENT PERMIT (~CDP'f A Co13Stalbevejopnien\Pern-iif.fQf th~ development described li!llow IWS peenapprov&j but is nol·yeteffective, Develoi:,tnerit<ID the site cannot commence urrtil the CDP is affective. In order for tbe CDP kt be effective, Cpmmission iitaff must issue tl)e COP to tl)a:appllcant, ;;nd \l'li! 9pplic;;nfmust ~ign <1nd' retutn·the CDP, Commission sfaffcannotjssue !he CDP until the applicant hall' fylfllled each of the "prior to ls.suanee~ Speuial Conditions. A Ustof allofthe Special Conditionsfor tnis (J<lrrnilfi; .;;ttachoo. The Commissiorfs. approval of tfie COP .is. valid•ror two years from the date of appr.ovaL To prevenleXpiratioli of the CDP, you mus!,fulfill the "prior to. issuance'' Special Conditions, obtain and sign the CDP, and commence developmenrwithin two years of tha ·approval date specified fielow. '(o.u may apply1or an extensioo OfJhe parrnitpursuant to the Commission's.regutationsat CaL Code Regs. title 14, s~ction 13169. bn April 14, 2004, the California.Coastal Commission approved Coastal Development Permit No. 5-03-307, requested by Cily Of Newpprt Beach, Attm Lloyd Dalton P.E., Cafifornla Stole Parks Deportment .subjecl to the attacned tondittons, for developmenftonsisling of: Reploc,;,meril ofpublic beacli amenities, including demolition of exi~ting !esirc,omand concession facilities and consir1Jcii.on of a Jlew ]9' ~"high, 2338.square foo!Ufeguard/ concession/ educaliollal structure, and two Cil new 15' 0'' high, 1245 square loot restroom/shower structures, Improvements toe parking, hardsc:ape .and !an·dscope. Construction and pocst0 conslruction BMl's.have been lnc:0rporafj;!d Into the project description .. More speciffcally described in the ap,:,litatloh !ile in Jhe Commission offices. Commission staff wiU not lss1Je the CDP until the "prior fo Issuance" spedt:11 condil!cins have been saHsfied. 3. NdJICE OF INTENT TO ISSUE PEJM\r (Uponsotisfoction of special conditions} Oafe.: April 20, 2004 f'ermitAppli;::ation·l'!o,:•&03>307 Timing of Construc.tiaff By lleciapta\u;e. oflhil; permit, the aPPlietinl!i agi:ee to Ji'linili'liZ<l adverse impacts to public use. gf Cororia del,Mar Stale Bs>ach reiaulting from construction actMtie1<,approl18d pumuantto Coastal Development Permit 5°03.,307, as required below: • 1116 c6nstrtu::tio(I ,$hall occur during the "pe;li< use' beach season; dernn~d .'18 (he period starting lfle day !,afore the Memorial Day weekem:land endinglhe day after lfle. Labor Dayweekend ofanyyeac • Too beech and half of'lhe Pl'fkirig lot sti&II remain operl. lor put>lic µse year~round. Assumption df Risl<.Waiver of Liability and Indemnity A By a~cepfance Offhls .permit; tt)e applicants a~nowledge and agree (i) thatthe site may be.subjectto. hazards from Hooding. wave uprushand boulder placement and/or movem!!nl; (i.i) \<;> assurrie the ri,;ks to tl)e ,appricant and. the prop<lflY that is the subject cf. this. permit of inju,y and darnage,from such hazards in c□.nnection with this permitted development; (ui) t,;i unconditlona!lywaive. any claim of damage or Uallility agafnst the Commission, itsofficeri1,fi,9.ents, and employees for lnjuJY or <lamag!!Jri:,m such hi,zards; arid (iv) to indemnify and hold harmless the .Commission, fts.officers, a~ents, and employees .with· respecMo the Commission's approval,oftl\t!;pmJect t\gainst any and all llablllty, claim~. demands, damages, cost$ (including costs ~.nc! fees. inctirred in .defense of such claims), exp~nses, and ,amqunls•paid in, settte~nf ari,;ing from ar,yinJµry c;,r .. damage due to such hazards; B. Plioftii slny t:Qnveyarice df the property th;ltisJhe subject<;>fthls coastal developmeni permit the lan<l<:>wner shalliexecute and =rd a deed .restriction, in a form and contentacceptable to 1he Executive Director incorporating all of the i!,bove terms'OI' subsectiort (~J Of this .condltiOh, .. The restriction snalHnclude ~ 1eg,;1 description el the applicant's entire parcel. The d<!ed restriction .shallrun with lfle land, binding all successors 'and assigns; and snail be recorded free of prior liens tha.t 1he Eke;,utive Director det80:'.inas ~Y affect the enforce,,t/ilily of.the resttiption, This dee.d reslricli.on shaU 11qt be removed or change<! v,ithout a Commission amendment to thls,coastafdevetopment permit • G., P~OR TO ISSUANCE OF TH.E COASTAL DEVELOPMENT PERNllT, !~ applicants shall submita written ag.reement in a.form and content acceptabledothe .EXl'lcutive 0/reetor, iiJfXJrporatinJJ all of me.above tenns of'thls cond.ition, No Future Shoreline'Prolective Device AO), By a~11~!ii:e qf1tli$J!en:11it, '11\e applican~ag~, .<?~ ~~alf of. !hemsl!Wes.a.nd all o!her succes~;s,and <!$Signs, !hat no new sltoreline pm\eetlve device(s):or enhancement.of the eilsting protective.device shall ever t,e·constructed to protect the deyelopm~nt~tryvell p!Jl'!lttan! to Coastal D~veloplri~. Permit No, <i{):3>307 i,:,.thi,..ey,,nfthat the di,velop,nenl!l, t.nre;,tened wilh dam;,gli! or.destruction from NdTICE OF INTENTTO ISSUE PERJIT (Upon sotisractlon 0fspedal conditionsi Date: April 2€), 20()4 Permit Appiicaiion No.; S...03-307 Th~ deyeloi:>r.nent is v,i!hin. the coastal zone in COl'ooo Del Mar Slt:1,leiBeoch, .Qc:e,:m Blvd, at .tosmi~e,Av~,, l'!ewpc,rt ~eacJ\:(Oronge i:;ounty}~s0ll5A2. If you .have anyquest\ons regarding howfo fulfiH the "prior loJssuance'' Special Conditions for COP'No,S-03"3,()7, ·pfease contact the. Coastal.Program Analyst islen!ified !:><;,low, Sincerely., PETERM. DOUGtAS Executive PirecJpr ~?~ By: Anri?C Bie,h1ker •• ·coas+ol f'rogromAnGtlyst Date,.Ap,il '.20, 20l:>4 ACKNOWlEllGMENT 1he unctersigne.d permlttee acknowledges receipt of this Noltce and fulfy understands ilsconlents,.incfudfng'alh::onditrons impo~. Please sign and return one .copy of this form to the Commission ;,ffice at the above address, STANDARD CONDITIONS:. l. 2. 5. Notice ofRecelpt and Acknowledgment. The permitfs not valid and dev:elopmerit shall nof commence untifa copy oHhe perrnit,.signed'by the permittee or authorizedagent,.acknowledgin.g receipt of !he.permit and acceptance ofthe terms and conditlans, is-returned to Jhe Commission office. Explr.oflon. If development has notcomme'nc:ed, lhe permit wil.1 expire lWo years from the date on wt,ich the.Commission voted Of) the Qpplication, pevelopment shall be pursued ·;n a diligent marmer and completed ina Ndt-1c1toF1NTENTTo issue peJJT {Upon satisfcicttor:1 of speciaLtohdllrohs) Daf~: April :20. 2004 Pepi1i!Appli<.:dtion No.: .S.Q3°30.7 boulder placemen~ waves. erosion, storm com:litit,ns or other .h-d$ inih!! n.ture, Sy acceptanc:e of this permit, ,th,i applicants hereby waive, on oehalf'of themselves and all successors and 'assigns, any rights lo cons!r'ugMuc~<l$vicest~i,\ii)ay exist under Public Resources Code Section 30235, A(2). By acceptance.of this .. Permft, the. appllcantsforttierjlgree,.<>n behalfl:Jf thems<,ilias and all succ;essors am! assigns, tllat the applicar\ts,shall ramuvf! lh!> davalopmen! authorized. t,yJhis permit ifany•.govemmeotagency has.o«:!ered fhaffhe sfructureis notto .be utilized. due to anyoi'Jha hazards .. id'entified above. In the avertt'thaf. portions of the,deveiopment faH Jo the beach t,i;fore !heyar~ f!>rno>IEi\J, th<'!. applica11ts.shall remov.,·all reqoverab!e .debris.associated.withfoe;,develop!l'lent from. the beach and. ocean and lawfully ,dispose of the material in an approved disposal site, Such removal shall require a' coastatctevelopment perroll. &. Prior to any conveyance of the PfOperty that is {he subject otthis coastal development permit. the landowner shaff execute.and record a de;Jd.fe$tNctlM, ina form and coajent acceptable li::r the E><ecutive .Dire<::tor mci,rporatihg,all .of ihe ab9ve ,terms of subsection (A) of thls.,;:ondition ... The restriction ,;hall include;a leg,af description of the applicanrs entire parcel. The deed restrict!on shah run with the tand. binding all successors.and assigns, i.nd shall ber~corded ftee of priur lien$ that the Executive· Director detellllines may a/fi!ct the enforceability oftfle restriction, This deed restriction shall not be removed or changed without a Commission amehdm&nt lo this coastal qeyelopment permit, C. .J'Ri.OR TOISSUANCE OF THE COASl'AL IJEIJELOPMENTPERMIT, the applicants shall submita .written agreement in~ form an~ conmnl acceptable lo the E~~tive 0irector, incorpor,,ting an .of the above terms df this wndiµon: Storage of Construction Materials; Mechanized Equipment and Removar of Constru@p pebris • • • The perrntltees shall eomplywlth 'the 'fbllowing wnstruction•relati,d requirements; (b) No construction -materials, debris, or wasle shall be placed' or stored: where iknay enter a storm drain or be subject to wave erosion and dispersion; Any and 'Ill debriel. f'll•!llting from construction ilc:tivitles sh~li be remQved from·lhe project sife within 24'.hour,1.,of eompletion of construction; Be$! l'Mhagement.Practices,(BMRs):,1nd .. GoodHouse~eep)ng f'r,1ctic.,,\ (GHPs) d!lliigned to pr.,yentipillage .arid/or runoi/ of constructlon,related materials, and fo contain sediment or contaminants.associated 'Wl1h constructioo aclll!lty, $!laJI. b1;1 Jtnr,!~ll'l?"!e<I prior tt, tf)e.6,i'i;elof /iU<;li activity ElMPsand <SHPs .wt,lctt,shall be "i1r1pl01inanteo incltk!eibl!!a~ riot limned fo, stormqrain Inlets mustbe protected with sandbags or berms., all stockpiles must becovereq,1and a pre-construction rn~tng should be hefd for >ill personnel to review prooooui~l,!nd . .BMPfGHP 9uid<alines, NJ1ce Of iNTENTTd ISSUE ·p~JIT (Upqn satisfaction of speciol coMditlons) • Date:-April20, 20114 Permft Application r,to,; s,'03,307 rei;lsQ!')ople penod of lf1'1W .. Applitajfq,n'for~X:l~~i® pflhe pe1UJit mt,,irt. ~ made'priodo the exi;iirationdofe. • lnterpretaHot\. Any qoesJi0ns <>f intent or interprefoti-OA of any condilion will tie resolyei;tby the Executive l;lire£t1;1ror tneC:o!J'.imission. AS3lgnment. 1"ieperm~mo~ !:><;, gssigned fo q11vciuolified,oe~ori. pravideg assigr,ee file, Wi.lh :fne Coi:nmisslii'rt,cinuffidcivif ac:cepting oil term~ Qnr:l condi!iom ol the: penl'!i!: ierms and Conditions Run with jhe l;gnd, These !ef!J'lS and C<ilildition, 1holl • oe perp.,.t,.;ql, aria itis the 1ntenoc,t1,of Jne Commission and the p.jrroilteeto ~in,:l ll!ll lut1,1re c:,.wneiS qnd pos,essoisafthe $\J bie¢fl?t®ert¥ iQ lH!l !e(m:; a n,;l,.condiliGns, SPl!CIALCQNDITIONSl NOT!;: IFTf!fiS!'ECIAL CONIJITION$REQOl~TliAT l)OCUlv!ENl'{S) BE ... · RECORDEDWITH THECOUNT't RECORDER,YOUWltl RECEIVE THE LEGAL Fi;:>Rf\,1$ TO COMPLETE.(INHH INSTRUCTIONS). IF YOU t-lAVE ANY OUEST!Ol'!S; PLEASE C'ALLTHE Q!STRIGTOfFfCE, 1, Submittal i:\i Ffnal Plans A. PRIOR.TO ISSUANCE OFTHECOAsTAL DEVELOPMENT PERMr:r; the applicant shan submffftnal pla/ls to 1he Exe9utive !)irector for reyiew ~ri~ approv.i!. Theravised planss:hall show the following changes tolt\e pfoiect (a)' No netloss ofsand\i !leach area shafi occur; {l:)j NeVI( development, Including hllrdscai,e and iand;,capib\}, shall not extend morelhan 10 feetsea.ward oithe '1X1sting parking !o\a! the,,southeastedy portion (downcoast} of the site; as g,:merallY depicred in the "Current Prnp.oaar shown irr Exhibit 4, (\:} . No newshadestructures$hall be erected. Et The'permittea $hall unpertake pevi11opi)ietifirr accorda~ce With th~• approval fin.al plans. Any proposed chianges:totheapprovw.fmal plaris shallherepor!E;d tothe Executive Director, No .ctianges to the approved !lnaiplans, shaU occur .witi'tOut a Commlsston amendli'lel'lttothi$.coaslal developmentj,ermi~urilass the Executiv& Director dei~ines• that.no •amendmentis,leganytegW~d .. (<l) .... ; '"'"""- Nb~CE Of INTENT TO ISSUE f'ERMiT (Upon satisfaction of special .condflfonsj Dote: April 20., 200,1 Pemift Applicai!on-No.:,5-03°307 l'oge/Jcf.6 Selected BMP.sshallbe maintained in aJunctionalcoadi!ion threughetrtih« duration oflhe .. project, ••• Cbnstrllcti,in di!>l1<1$ andsedlmentshallcbe properly contained and,seGUred on site .wi(h BMPs,,to. prevenhhe unintended tre1>Sport of sediment and other debris into .<Xla$1:al \\'a!etS llY'Wind, rain or tracking,. C<lnstruct!Qn deb~sl!nd sedlm~nt snaJI l:1¢. ieinovedrr()m ix>nsJ,yctjou ,;re~s as.~'!0 Ptll'lent !he aa;umulation of sediment aM .. ofher debr1s Which may !Jedi>;chatged. into ,roas1a1waters. Oeliris shall be:disposed ;jt.'a debris.disposal si!Ja ou1$itie the poaS!a(.zqne,. pur,;uaqt tq .Spee@! Condition N,o; ,;; • • • The ap.plicanls shall disgosl> o.fall demolition.,aJll'i construction debris resuWr:rg from .the proposed. proJi,ct atanapi:,ropriate location, lt~e dispo~I stt.. isJocated Wltl1ir:r the coastal zone, a coastal q,;velppmenrpermi(O(:'art :;im~ndmenttotms permlt.snaJI be rl'Quired before dfspcisal c;;n ti~a plaC!O, • Gonfdtmance With me Wafe(Qua!ilv Measures Piar,osed The applicants shall car:ry qui developmenf in conformance .wlthlhe water quality measures aescribed in the, letter dated December 12,,2003' prepared by Metrq Pointe Engineers (Exhibit 51,. wbfct.i•incotporatas structural:anrl nl)(l"structgra)J3esi M~nag~rne/ll Practfces (BMP$} designed to COAlroi the ppllutani 10i1d of s!Qrmwafer and nuis!l~ce f!Q.w leaving the deveklped. sit&, These measures include, but,are not limffoo 10, 11lgular sweeping uf the 15ija; jilter inserl'mainteriance, facilities mainl~r,ance,. training of iitaff ?n~ :,onces,ii<,n ~rci'lants, and provislon Qf .water quality infofl!1ali.on to>beachgoers, tnes11 measures shall. be.carried out at frequencies, sufficient to. effectively minimize. the accu.mula~o~ of pellJJtlon which couldJtewashed into coastal waters. As proposed, the appllcant:,;h,111 prohlbitthe;distribution ,91 foam proctucis and shall install a grease interceptor.io eerv~-thffne~-:concetsion-faci!ltyA ON ~~ Oo Oo ~~ ~~ ~~ .,,.,, "" .,,.,, ~" ~~ i ~ i ..; :J: '"u 2 :;;< >w .,,~ ~,-.M ~ <~~ .., 0,,, O~N o3"' ~~< NZU =I ~ ~ REVISIONS: DRAWN BY: CHECKED BY: RECORD DRAWINGS DATE: 08/01/07 g N ' " ~ i ~ • ~ ~ u C • 2 t • :fl ! (Ill R-1.03 SHEET OF RJC#: 0223 XREF: r--N .. --I'-0 '· -n '-co "' "' t) •' Cl ro "' <t. ' ' 0 E ( " 0 I 0 / ~ ::, a, I 0) <t. >, '" -::, /. V, -" '" .c V) / "' Q) "' -0 D 0 / 1<, 0 -0 t0 l[) N / -:, MATCH LINE -SEE RIGHT AS-BUil T SET Metropointe Engineers 3555 Harbor Gateway South,Sulte A, Costa Mesa, CA 92626 Ph: 714.438.1095 /'i':'lvJ.714. 8.109_:... OateLd!!....c. ~=-,:C....,f"C'/}~,----- \ \ f{st(e WATER FOUNTAIN MATCH LINE -SEE LEFT PARKWAY CllLVERTG7. --...._ / / & CONCRETE: PADL:.J-~ 0 10' 20' ~ SCALE 1"=20' 40' I • w z '" 8 N ' .¥ ON i 0~ 00 'I oo "" "" u ~~ • ~~ • • ~~ " ~. ~ 2. rx ' ~~ "' .g ~ e REVISIONS: DRAWN BY: JT CHECKED BY: JMA 100% CONSTRUCTION DOCUMENTS DATE: 04/11/05 C-1.01 SHEET OF RJCQ: 0223 XREF: ..... 0 . ..... ' 0 I-w w ::t: ff) w w ff) w a, z '" -., ...J ~ " :c 0 0 " ~ I-"1 " <( ct) 0, ~ " t) ~ " m "' <( I 0 E "' 0 l 0 / .. ::, (J'J l "' <( >-:'I: ;:= ~ ::, / ff) ~ ., ll) £ ~ VJ (!) -t) 0 0 / "1 0 ~ 0 "' I[) N / -0 i I ' I j I " l i I i ' J J l ,,9\, i i j • I ' I i i l / ' • I i I ,I j ' I ' 1 J I I I I I I ; RAMP i GUTTER f ! 1 SlTE GENERAL NOTES: 1. 2. 3. 4. SEE ELECTRICAL PLANS FOR RELOCATION OF EXISTING UNDERGROUND CONDUIT. SEE GRADING PLANS FOR ADDITIONAL lNFORMATlON . REMOVE IRRIGA TtON COMPONENTS WITHIN THE LIMIT OF WORl< UNLESS OTHERWISE NOiEO. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION AREA. WHETHER SHOWN OR NOT SHOWN. IT SHALL BE HIS RESPONSIBILITY TO ASCERTAIN AND VERfFY THE TRUE LOCATION OF UNDERGROUND lJTILITY PIPES AND/OR STRUCTURES PRIOR THE START OF CONSTRUCTION AND TO LOCATE AND PROTECT UTILITY LINES AND/OR STRUCTURES WHETHER SHOWN OR NOT SHOWN. IT IS ALSO HIS R£SPONS!BLIL!TY TO NOTIFY Tr!E OWNERS OF THE UTILITIES AND/OR SUBSTRUCTURES INVOLVED BEFORE STARTING WORK. 5. THE CONTRACTOR SHALL CONTACT CITY AND UNDERGROUND SERVICE ALERT (USA) (800-422-4133) 48 HOURS BEFORE THE EXCAVATION OR WORK WITHIN THE PUBLIC RIGHT OF WAY. CONTRACTOR WILL PROVIDE EVIDENCE TO THE CITY IN THE FORM OF AN INQUIRY I0£NTltlCA TION NUMBER THAT CONTRACTOR HAS NOTIFIED USA. i I i I ' I i i i : ; ' , I I I I l i ! ' ' /j rJ / I _,.,-·j '>.S ~,"- SITE DISPOSlT!ON NOTES: Q]-PROTECT IN PLACE (ITEM AS NOTED) &REMOVE (ITEM AS NOTED) 0-SAWCUT (PER DETAIL 5, SHEET C-2.07) @-REMOVE & RELOCATE (ITEM AS NOTED) 0-sALVAGE PER CITYS DIRECTION I 1. 0-SAWCUT (LOCATION PER PLAN & DETAILS PER SHT C-2.07) 0-DISPOSITION PER LANDSCAPE PLANS r:7_ CLEAR & GRUB, EXCAVATION & RECOMPACT PER GEOTECHNfCAL REPORT BY L'.:'..J~ NINYO AND MOORE, PROJECT 205527001, DA TED FEBRUARY 27, 2004, OVER-EXCAVATION IS TO BE VERlflED/DETERMINED BY SOlLS ENGINEER DURING CONS1'!\!UC1'I0N .f AS-BUil T SET Metropointe Engineers • I 3555 Harbor Gateway South,Suite A, Costa Mesa, CA 92626 Ph: 714.438.1095 7:7 7J:t·43J!-i109~ Dote: ~ • /:1':VM g~Jf:-1):j. 0 10' 20' 40' SCALE 1 "=20' REVISIONS: z ~ a. z 0 -1----I 0 ~ w Cl DRAWN BY: JT CHECKED BY: JMA 100% CONSTRUCTION DOCUMENTS DATE: 04 /11 /05 SHEET OF RJC#: 0223 XREF: MATCH LINE -SEE SHEET C-2.04 ~ <••-,,_,,~ \ \ I \ \ \ \ \ \ \ \ I I ,{}' I 'V I "-,S, I I I I I I I I I I I I I I I I I \ \ \ \ '• ·-\;,-, '\1 \ ' \ \ - \ CE 58726 sl , 03/31/07 * IV\l-/4"),J f"CALW REVISIONS: ~ a.. C, z -!l. -0::: t,- (1) oes C, z -0 ~ (!). DRAWN BY: JT CHECKED BY: JMA 100% CONSTRUCTION DOCUMENTS DA TE: 04 /11 /05 c ... 2.03 SHEET OF 0223 XREF: t') t') CONSTRUCTION NOTES: / ,, f ' • i JI , , I 'wµ / " f ' !::-t , ',.;! /I ' ' /', / ' ',:Jr:, i "' ',,/, ,,.. / ---..,,.___ "~ ,!:;> / / .., ' ' ">' ' "-/:::' ' ,, j ' I ... , .. , ' /---, "";ij ,-:.::::::-:1 \ \ \ MATCH LINE -SEE SHEET C-2.03 .. "~i;; .• <JO -----,-11 -~< ""~-·-,,.,.~. ··1 ,,-" j \ \ \ / / l I , I g• 0 5' I I I SCALE 1 "= 10' l I / I f i / I I i i ! I --I i -' ' ~ I ! ~--- 20' ffl 8 N ' ~ ON -~ ro ¾ Oo ~ Oo " Oo ~ C wo .U -~~ ~ oo -·~ • Oo I ,ex • ·~ I « e -------- REVISIONS: DRAWN 8Y: JT CHECKED BY: JMA 100% CONSTRUCTION DOCUMENTS DATE: 04/11 /05 c ... 2.04 SHEET OF RJC#: 0223 XREF: \ \ \ \ I \ I \ ;:;;:; ------&--- (/) <{ I 0, C ·o Q ~ 0 N I 0 .,,... +' \ ' "I \ \ \ \ \ \ CONSTRU~ES: -----w~::,._, __ <",,,.,,,,-' ~ ''"'~'"=--•, ,_,,, ~ ~••~"'-~,-,_'"", ., ONSTRUCT 6" PCC CURB TYPE B PER ST0-182--st &: SHT C-2.07 f-r-'j'S;;::'.'....... CONSTRUCT 6" PCC CURB &: GUTTER TYPE A PER 5ID""li2-L & SHT C-2.07 G)-CONSTRUCT 4• WIDE Pcc RIBBON GUTTER PER DETAIL 3 SHEET·e..,_~\07 ~ CONSTRUCT BUILDING PER ARCHITECTURAL PLAN • •. · . 0-CONSTRUCT PCC CONCRETE HANDICAP RAMP PER STD-181-L-B CASE AS---NOTED ~ CONSTRUCT 8" PCC c_u~~ ~ GUTTER TYPE A PER STD.· -182-L & DETAIL 6 SHt.C-2 .. 07 i-!._,;--CONSTRUCT .Ji' AC 0\/E:R.JS"·' AB OVER COMPACTED SUBGRADE ·• •. ~ CONSTRUCT lf~ PCC SIDEWALK PER STD-180-L & LANDSCAPE PLANS ··-.. •..• \!.,r CONSTRUCT SHOWER PAD PER LANDSCAPE PLANS ' , ~ CONSTRUCT SEATING WALL PER LANDSCAPE PLANS ·• ·•. ~CONSTRUCT CATCH BASIN PER APWA STD 304-2 W/ TRAFFIC RATED & PEDESTRIAN PROOF GR)n:i:; I..'.:/~ INSTALL 10" DIA. SINGLE WALL ADS STANDARD HOPE P1PE (OR EQUIVALENT} ·,., @-INSTALL 10" DfA. SINGLE WALL PERFORATED ADS SB:2 HDPE PIPE (OR EQUIVALENT) -~ ••. ~INSTALL STORM DRAlN FILTER ABTECH C01414 WITH SMART SPONGE (OR EQUIVALENT) fu\~ CONSTRUCT 2' PARKWAY CULVERT TYPE C PER STD-319-L & DETAIL 10 SHT C-2.07 ~ CONSTRUCT CURB OPENING PER DETAIL 4 SHT C-2.07 ~CONSTRUCT EMERGENCY ACCESS DRIVEWAY PER DETAILS SHT C-2.07 V~-PLANTING PER LANDSCAPE PLANS &INSTALL COMPACT PARKING SYMBOL (GREEN PAINT) ~INSTALL 4" WIDE GREEN LINE (TWO COAT PAINT, PER HORIZ. CONTROL PLAN) &INSTALL 4" WIDE BLUE LINE (TW @!?AT PAINT, PER HORIZ. CONTROL PLAN ~INSTALL DtSABLED RJRSONS ~!l<tG SYMBOL {CALTRANS STD P • 4C) @--FURNISH & INSTALL /l.CCESS1l31LITY SIGN AND METAL P'OS:i:-fe;fi.LTRANS SIGN SPEC R99) ~FURNISH & INSTALL "VAN ACCESSIBLE" SfGf-j . ANS SIGN SPEC R99A, SIGN TO BE INSTALLED UNDER SIGN R99) r,;;;'\_ &ADD/REMOVE BEACH SAND TO MAT DSCAP EDGE ~---· ·-CONSTRUCT 6" PCC DVE .;.;,-• ~ ,___.-- 3555 0 5' AS-BUil T SET Metropointe Engineers j Harbor Gateway Sauth,Su.ite A, Costa Mesa, CA 92626 F' : 714.438.1095 14.4 .109 10' 20' i SCALE 1 "= 1 O' I 8 0 N ' 0 E 0~ ~ ~0 • ~ oo i Oo Oo f ~ •Oo '-' ~~ • mm • • •• ; Oo " ~x ~ '" " 1l ~ /il) ~ REVISIONS: DRAWN BY: CHECKED BY: JT JMA 100% CONSTRUCTION DOCUMENTS DATE: 04 /11 /05 C-2.05 SHEET OF RJCI}: 0223 XREF: lfJ . N ' 0 1-w w :r: 00 w w 00 w z - CONSTRUCTION NOTES: 0-CONSTRUCT 6" PCC CURB TYPE B PER STD-182-L & SHT C-2.07 ~ CONSTR. UCT 6" PCC CURB & GUTTER TYPE A PER STD-182-L & SHT C-2.07 ~ CONSTRUCT 4' WIDE PCC RJBBON GUTTER PER DETAIL 3 SHEET C-2.07 ~ CONSTRUCT BUILDING PER ARCHITECTURAL PLAN t:"\._0-coNSTRUCT PCC CONCRETE.HANDICAP RAMP PER STD-181-L-8 CASE AS NOTED ~ CONSTRUCT 8" PCC CURB & GUTTER. TYPE A PER. STD-182-L Ile DETAIL 6 SHT C-2.07 ~ CONSTRUCT 3" AC OVER 8" AB OVER COMPACTED SUBGRADE ~ CONSTRUCT 4" PCC SIDEWALK PER STD-180-L & LANDSCAPE PLANS v-CONSTRUCT SHOWER PAD PER LANDSCAPE PLANS ~ CONSTRUCT SEA TING WALL PER LANDSCAPE PLANS ~CONSTRUCT CATCH BASIN PER APWA S.TD 304-2 W/ TRAFFIC RATED & PEDESTRIAN PROOF GRATE ~-INSTALL 10" DIA. SINGLE WALL ADS STANDARD HOPE PIPE (OR EQUIVALENT) c:;'\©-IN.• STALL 10" OIA. SINGLE WALL PERFORATED ADS SB2 HOPE PIPE (OR EQUIVALENT) 'CJD-INSTALL STORM DRAIN FILTER ABTECH C01414 WITH SMART SPONGE (OR EQUIVALENT) 15 CONSTRUCT 2' PARKWAY CULVERT TYPE C PER ST0-319-L & DETAIL 10 SHT C-2.07 16 .. • CT CURB OPENING PER DETAIL 4 SHT C-2.07 & CONSTRUCT E ACCESS DRIVEWAY PER DETAILS SHT C-2.07 ~C\-PLANTING PER LANDSCAPE &INSTALL COMPACT PARKING SYMBOL (GREEN ~INSTALL 4" WIPE GREEN UNE (TWO COAT PAlNT, PER HORI PLAN) @-1NSTALL 4" WIDE BLUE LINE (TWO COAT PAINT, PER HORIZ. CONTROL PLA ~NSTALL DISABLED PERSONS PARKING SYMBOL (CALTRANS STO PLAN A24C) @--ruRNISH &: INSTALL ACCESSIBILITY SIGN ANO METAL POST (CALTRANS SIGN SPEC R99) ~. 4 Yc:;;\ FURNISH & INSTALL "VAN ACCESSlBLE" SIGN (CALTRANS SIGN SPEC R99A, SIGN TO BE INSTALLED UNDER SIGN R99) (;.,~ADD/REMOVE BEACH SANO TO MATCH HAROSCAP EOGE ~---CONSTRUCT 6" PCC OVER 4" AB \I 11 \ I \\ tel ii 1 i \ I \ \ \ \ \\ \ \ \ I \\ \ i I ' • I I I ' ' I I ' i ! I --"~ .. ---~-•-··· I ' ' ' I ' I ' I I ' i ' I I I I I I 95'± 0 5' 10' 20' -r. l SCALE 1"~10' • g ., 0 $ CM 'ii ~00 ~ Oo 0 oo ~ ~~ 6 ~w ~-• ·-~ ~ ~~ • ~ .. ~ " xx f ~~ jj ~ 0 ~ ® ~ ~ . ~ x· ~v ~· ,. ~ i,,;.,. <~ ~.-• ~ <..: -0 -'O~ O"-N o~• I ,0 "'st NZY rJ i REVISIONS: DRAWN BY: JT CHECKED BY: JMA 100% CONSTRUCTION DOCUMENTS DATE: 04/11/05 C-2.06 SHEET OF RJC§: 0223 XREF: 0 "' ::, O'.) ~ U) 0 ~ " 0 N I 0 / +' 1/2" RADIUS (TYP.) AC PER CONSTRUCTION NOTE 7 OR DETAIL 5 AC PER CONSTRUCTION NOTE 7 OR DETAIL 5 6" CURB DETAIL 1 CURB N.T.S. & GUTTER DETAIL@ -DETAIL 1 { DETAIL 2, 6 OR 7 1' ('"} r--1. I r-----1 FULL DEPTH AC I SAWCUT LINE 1' '1 ,. 1 1-FULL DEPTH AC d " I VSAWCUT LINE DETAIL 3 TRENCH WALL -~ '-----------.._ TRENCH ZONE 90% COMPAC1lON 30" MIN. 3" AGGREGATE -----1 WRAPPED WITH 'st FILTER FA8RIC N ~ • ~ z :i (*) O' FOR SAWCUT IN CONCRETE SAW CUT DETAIL@ NTS • • -1 FINISH GRADE MATERIAL LL l'j1 1 SLOPE TRENCH WALL PERFORA TEO PIPE • _\.J_u_·. • 24" __ ..:J TRENCH DETAIL NTS NCJ TE'.:;. ALL TRENCHING 1, C:[JNS l [1FTRA Tl □NS SH Al_ l_ COMPLY ~ITH TH[ REUUIRMENTS o; THE s·1~·rE DIVISl □I\J or ]NDUSTRI/1[_ SAF-ETY, AS.....BU!LT SET Metropointe Engineers 3555 Harbor Gateway South,Suite A, Costa Mesa, CA 92626 Ph: 714-.43!t 1095 •. -Z .43 097 TYPICAL i/ OF RIBBON GUTTER rR=1/2" TYP. r 1-1/2" LA.C. PAVEMENT ANO BASE I PER PLAN ! 4' WIDE RIBBON N.T.S. 2' r A.C GUTTER DETAILE~~ AC PER CONSTRUCTION NOTE 7 OR DETAIL 5 & GUTTER DETAIL E~~ 8'' CURB N.T.S. • N l _,.,-----BATTER 3:12~ ' 4 '--'--•-'-·1 ___ ~_,__ ___ .c_. ___ .._..., CHi',NNEl_ D-'lII t. I -'\ ,_ AC PER CONSTRUCTION NOTE 7 OR DETAIL 5 Rolled Curb Section / ROLLED CURB & GUTTER DETAIL N.T.S. NOTE: C-1 INCLUDES C-1.01 & C-1.02 ....____....___ . ' RG NCY AC ESS W -GRATED INLET & FILTER 6"Cf WATER C-2 INCLUDES C-2.01 THROUGH C-2.06 UALITY UN! PAtNT CURS RED (NO PARKING) --=-< TO MATCH EXISTING SCALE; 1"=10' "'Maintain Gutter Grode 1 6"CF TO JOIN EXIST. AC DIKE M g N ' " , ON ;;I •• ., OQ Oo ~ ww i ww V ~~ 0 • ~M • 0 ss • ~~ .[ rx ~ ~~ E i ~ Ji. 9 z ~ Wi ~ •-..-u w<' ~w -~M W rM ~ ~,:,;;<£> uo• o"-"" o~~ row< I N2U ~ i RCE 5872 REVISIONS: DRAWN BY: JT CHECKED BY: JMA 100% CONSTRUCTION DOCUMENTS DATE: 04/11/05 C-2.07 SHEET OF RJC#: 0223 XREF: ( ss-----+ ~ r "'::,:11 ~ .•. ~" •• I /1' ,,,,,·-.. !,//~· ~-. .1.1_\\k--•·"'\. , ..... .,Jf,ft''T'jf::\,\ i = +'' . ' ,, I / / .. ' -=··--" I I I L ··1 I I GAS WATER i I I --✓ I I ~--·-/.,.~, / ·,, . ,• / '•,,, '• "- \ . \ ,· ' ' // // // // /j // // !J // // // // u / ! •. I / ' / I \ • RELOCATE EXIST ELECTRICAL ~PER ELECTRICAL PLANS .• . ' s•-4•\ ·, _LQ..e,l,.µ,,✓w,,,+,---- s"\ '\ \ \ M, \ . \a\,~,,· ,. \ \ ', .\. \~ .. ~,' /" \ ""f\</ \ .~,,,.~;<" \ , \ I \""'="',,,. P.0.C. \ '----' - ' ' \ \J \ I '-P.O.C I 25r- l \ \ 1 \. -\ _,,..>_,.·· --\-f P .G;~;/~J• .. . 58 ,. --... ••, ... •' . . .... e~~4~J ..... '22" B.f,F. \ \ I I \ I I I I jj • i ----• -·-•»-••~···· ..... - '1..---"7 l I u ! I \ \ \ \ \ \ \ '· \ \ \ \ \ \ \ ----~, .... ·--~--?;.---•---l---.-•-•M••<- i I I "' / .,~, -~~ P.d,c. Q \ \ c_. ___ _j -<'" I AS-BUILT SET Metropointe Engineers 3555 Harbor Gateway South.Suite A, Costa Mesa, CA 92626 CONSTRUCTION NOTES1 ~ FURNISH & INSTALL 4" PVC SEWER ~. •• • .. • • FURNI.SH & .. •. INSTALL 8"x4" WYE (PVC.} PER STD 405-L 0-FURNISH & INSTALL 4" PVC 45' EL.BOW ~.. . FUR. NISH & INSTALL 2" WATER SERVICE PER STD 503~l & CAP AND ABANDON EXIST WATER SERVICE ~-FURNISH & INSTALL 4"x4" WYE (PVC) 0-FURNISH & INSTALL 2,5" PVC WATER LINE (SCH 80) ~ FURNISH & INSTALL 1.5" PVC WATER LINE (SCH 00) (.";;\0--UT. fLITY. TRENCH.ING (UTILITY AS NOTED, 36" MIN COVER) ~--FURNlSH & INSTALL 4" P\IC CLEANOUT PER STD 406-L @--FURNISH & INSTALL 2" RPP AT METER PER STD 520-L -A GENERAL NOTES• Ph: 714.438.1095 Fax: 714.438.1097 Date:ztt';~~ • 1fr, 1 ~ 1. THE CONTRACTOR SHALL CONTACT CITY ANO UNDERGROUND SERVICE ALERT (USA) (800-422-4133} 48 HOURS BEFORE THE EXCAVATION OR WORK WITMIN THE PUBLIC RIGHT OF WAY. CONTRACTOR WILL PROVIDE EVIDENCE TO THE CITY IN THE FORM OF AN INQUIRY IDENTIFICATION NUM!:lER THAT CONTRACTOR HAS NOTIFIED USA. 2, CONTRACTOR TO VERIFY EXIST. SEWER MAIN INVERT ELEVATION ANO PROV.JOE INFORMATION TO CITY FOR OESlGN VERfFICATION BEFORE COI\ISTRUCTION, 3. GAS PIPING: GAS COMPANY TO FURNlSH & INSTALL PIPING ANO METER. CONTRACTOR TO EXCAVATE, BACKFILL AND REPAIR. CONTRACTOR TO COORDINATE WITH THE GAS COMPANY. ({]$ 0 10' 20' 40' t• • 1d SCALE 1",.,20' i • " ~ ON • ~o • ~ 00 ~ Oo ~ ~o ~ Oo u '"~ < • o,,. • •• ~ "'"' 8' 2, Xx g ~~ I ~ ® REVISIONS: DRAWN BY: JT CHECKED BY: JMA 100% CONSTRUCTION DOCUMENTS DATE: 04/11/05 C-3.01 SHEET Of RJCf: 0223 XREF: '° n ) ' i , I I ' ' i I I 1,,, ,_ ' -i ,.,IF-\~ ,_f MATCH LINE -SEE RIGHT AS-OOIL T SET Metropoinie Engineers 3555 Harbor Gateway South.Suite A, Costa Mesa, CA 92626 Ph: 714.438.1095 Date: ~4~ B, }{---i'l ·-\ .. , ··,\,, '\ \\, '· I f ! R40' \ N 0 . ., 0 1-w w ::r: (,/J w w (j) REVISIONS; z :5 CL -l 0 0::: ~ 0 (J ~ 1-z 0 N -0::: 0 ::r: DRAWN BY: JT CHECKED BY: JMA 100% CONSTRUCTION DOCUMENTS DATE: 04/11/05 C-4.01 SHEET OF RJC#: 0223 XREF: ..,- 0 . 'Y (.) 1-w w :I: fl) w w 00 = :J ro I "" <( -, / COORDI/N1A TE TABLE ;/ ,i i d _: : "•~--·,, -.,, ... , "~-TABLE TABLE NOOTHff:IG • • •·· ~, i E4STING (1 2163961.012 :~j;qs61s1.1e1 DESCRIPTl<IN/ • / ! CORNER OF SIOEMl'ALK NO. N.0/'<THING EASTlNG DESCFUPi!ON NORTHING EASTING". DESCRIPTION 1···\ , i-,"s"'1'i1--2-1-63_4_8_7_.6_3_5_;,-_6_o_.6_6-438-.-3s"s-;,-s-E_G_SE_A_TW_AL_L ____ .,I ·,J:::2. NO. • : i ! ◄ 8 l 2163674.467 6066152.229 216.3632. 083 6066106.167 SIDEWALK 2163659.045 .6066160.958 CORNER OF BUILDING r--- 2163606. 719 CORNER OF BUILDING I 6066202.101 SIDEWALK CURB FACE ◄62> •63 > •64) •65> •69 > ao, 2163461.376 6066545.309 END SEATWALL .21634('}4.307 6066559.661 BEG SEATWALL 2163439.691 6066595.109 END SEATWALL 2163436.287 2163439,651 2163441.295 2163455.51,4 ' 2163389.049 6066600.947 6066666.730 6066672.500 6066744.009 ~-,, I • "~-. •• ~- / •6066Z64.4~8 ' ,. '•, . ' 6066925.272 BEG SEA TWALL END SEA TWALL BEG SEATWALL END SEA TWALL BEG SEA TWALL , 41 > 2163446':0lf, 606,'630.oit. pbRNER<-0.i;.J'l:lllLOfN(; , 71, 2163386.9~7 . 6066930.889 <42> 2163493.864 ·•~.,.~66672.~··· ;SIDEWALK / 1 <72 2163420.7~9 / 6067003.970 ENO SEAT\'tlJlfL·,' 1-,~4!ilt_3f->i--2-1a_3_4_a2.,._-7a_o_+-...;;,;ao'""s,..••.'66--.-~_9_.4_o_a.J,,' ... i !-es-1o_E_W_A_L_K.....J.,;;::::; __ t."""·"LL-,.-.. -I .. 1.i-.·,.,.0~1" .. 3::-_-_2-_1-6:3_4-_3-4: .... 7-p:1: ... 1+i:::s:oo_·-_7-._oo-·:4:.3:5_s-_~:-_s-E:G:_s~E-A.,...-r:r_w-.;.A-+/_LL~..,./::::~ ... !, 14,) 2163463.719 6066655.s,(0 I SIDEWALK , • ,, , • @ 2163449.~2 / 6067000.003 END SE/'1TWAL~ c>., .~,~••-·•-,-c"'·--) f i os) 2163555.999 606624i9§J'· -BlmB...E!t~~ / •••••••• •·, ... ,45, 215~~33 606ss2s.s12 I CURB ti i ' K75'> 2163676.52z.l·r· ••...Q966157.781 T~ _ 1 / / I· / / / i 1 16) 2163527.455 6066285.840 CORNER OF BUILDING • <46¥ .:e163449.432··-••. , 6066994.984 END CURa·(,c~;2· /<76) 2163652.1,0~// sf)66217.821 s--1---.J / 1 / / / / / 1 / 17 2163627.094 6066269.753 CURB FACE I47 ;···21'&36q_~.853 so~:.72e BEG SEATW\1:',g) \1 1 ~<frJ-i}: ::.::ziss~:S~5/ ~066185.738 ' ' ' ' 1 ' ' ' • • I <48: 2163641.19'6•.. 606$962.139 .... , END $1".ATWALL [ 21635615.8,,4!) .,,;6066208.838 '°···--1·······/ ···-/-···1----+ .... / ...... L. / I / / H1!!!Bt-1+-2+-,'-6_3_5s+,3_._9_42-r·-+.,-a_o_o..,·s_2_a_o_.1_2_3_+-c_u_RB_f_A_c_E _____ ~ . , . I I I I I i i -.. r-.. t •• "ii ···); ... "1'-· --f '• ··f·•--. / ... , .J ...... l .... , i I 191 j16ZJ64>o.s2~ ! 606p336.747 i cu~IF fAqE ! { 49' 2163641.052 ·, 6~~5968.137 131':'<i, SEATWALL -.2i~:!>~1.sa¢ .,,,,, ' 6006246,010 MID/ QliRB: FACE [ i ! f ! J 1J f f J ,. 1 1 ,f , .J I I T i ' f · ¾ ·, ,.,,,,, i -, ! r-· ' , 1 CURB ,1FACE j MID ClfRB j'" ACE ' . I 'I ':, !). '1"·0" 1 1 , I 1 1 / . 1 1 / 2~> J21635;72.39 1 / 60~6334,P93 J CUfjB FA(fE ! ; 1 1150, ]1~3638.150 606608,3.979 END St'AJ:;NALL .. o 2163i1_5.13~t... sooe4s~sl54 .. ./ /MlD puR~ FACE I ,I 11 ,1 I ,Ii ···lr·• ... ,r+,~-::".>t.::.-1t/,:Z..,,r--+a2,--,.-89!7-+_1,-·---.-,,1-1, __ -.,.-.6.·.-_04",·"""s_ .. -" .. 7_-.. -.,_•1-'14-,-.1+,1 rc_u_r ... ,,.,"'---f-A.+,1-E---+/i'--J,!--l I, ' \➔1 ,. ... '•-,.. r:•····· ·,., i, i • • ' , • 1 , , '""'' ··"-.::' ,,, "" p 51 >/ ~.J~ ~l7.847 6066096.186',, BEG SEA1'WAL1::--...... <81 > 2163494s.642-••, .. -~~e:3f:772;" • MJD~ FACE L r I i i I I <;./2> /2163~50.313 ; 6066379/,239 r cu~ar1>pe:::.+-··/•. /..... / 52 / '( / -~ 6066214.037 END.~EATi¥fLL ',', 182) 2163485.730 606633~W1./i .. MID CURB FACE r': • I "" N .J i I , 3> / 216¥48,5?9 6<16635: .163 I cu~a ,4cE / / f 1 • 531{ ~;~,i31~~.ijjfF;,,.~;..i-.--~-.-, 6_0_6_6_22-s"".-ss-1-+-s-E-G~s"'E""it'~F¾~.:...,"'-:------ii·• •• ,., .... , ~3 2163673.474 606.6317.613 c8RNER P')l;O ·· L ...... _ •24 > -9' ! I 2163636,248 ' 6ibs6314.480 j CJ./RB F~CE / f I , (54• ~1634~9.152r / 6066246.669 ! END se:).,.~~u!' '•• •,.. <84 2163501.890 6066471.229 MIO CURB FACE , H""l;-+-t---+---1---H'--------t-----;;:;;...-----...;..i .. 1 (5$ ?163~7.351 / 6066259.431 ! BEG SEAl'WALL ··1-.. '➔.85=f'>~.,,.._2_1e_3_48_7_· ._1,,..1_+_._RQ..,..;· ~:::.e .. s_o1.,,.""1s::-1-~M_1o_cu_R_B_FA_CE ___ 4 216364;3.247 6066305.799 CURB RAMP ' TYP \ \ \ \ I I \ ' I ! i • I ! I I I l I 2163662.879 6066276.606 CURB FACE: ,,27, 2163802.903 6066395.975 CURB FACE ! I 63 65 •56) 2163452.520 ' 6066290.928 I END SEATWALL <86> 216348;!,~57 6066530J88"'• MID CURB FACE 2163451.574 2163474.216 6066300.905 BEG SEATWALL @ 2163475.695 • • .. ll.06671s.s12 .... MtO cu~ FACE~----................. . 6006363.658 END SEATWALL 2163418.328 2163416.048 6066860.148 . END SEA TWALL BEG SEA TWALL '• AS-BUil T SE1' Metropointe Eng_ineers 3555 Harbor Gateway South,Suite A, Costa Mesa, CA 92626 Ph: 714.438.1095 Date: Cfa~3 ~ t-1~::/- 0 10' 20' SCALE 1"=20' 74 RC£ 58726 ;c Exp. 03/JI /07 * ~ . C/V\1.- REVISIONS: DRAWN BY: JT CHECKED BY: JMA 100% CONSTRUCTION DOCUMENTS DATE: 04/11/05 C-4.02 SHEET OF --------RJCfl: 0223 XREF: < GENERAL NOTES: 1. PROVIDE SMOOTH TRANSITIONS FOR All CURVES. 2. ALL HAAOSCA.PE SHALL ABUT FLUSH \NITH EXISTING SIDEWALKS. 3. REPORT ALL LAYOUT DISCREPANCIES lMMEOIATEL Y TO ARCHITECT FOR FINAL DETERM!NATION. 4. REFER TO DETAIL 4/ L-1.04 FOR GENERAL SITE ACCESStBIUTY NOTES. 17 g 18,3 X 9.4- 9 4-SAND X STE PLAN X 69 4 X 12..5 ASPH X SCALE: f = 20'-0' X X I I 1 KEYNOTES:□ TEMPORARY PROJECT IDENTIFICATION SIGN - FINAL LOCATION TBD. 0 NOT USED r:;l CROSSWALK STRtPINC3 PER L::'.J 1118A-1 & 112984-3 RELOCATED DEDICATION BENCHES (4 TOTAL) FINAL LOCATION TO BE CONFIRMED SY GENERAL SERVICES. DEPARTMENT STAFF. BENCHES TO BE EPOXIED TO CONCRETE .fsl. ADA C.OMPLIANT STAIN!..ESS STEEL U POST & CONC. SHOWER PAD (3 TOTAL) W. L~ 0 CONCRETE RAMP c®• PEDESTRIAN CONCRETE PAVING W/ CONTROL JOINTS + 5' O.C. MAX AND MEDIUM BROOM FINISH 0 FLAGPOLE L@s f":7 BARRIER GATE OPERATO.· R\NITH L:".J DOWN LOOP DETECTION G TRAFFIC SPIKES r;-:;-7 SIGN -"WARNING -00 NOT LJ BACK UP TIRE DAMAGE" j 12 ! EXISTING WALL TO REMAIN r::7 BEACH DEDICATION l'fu LJ PLAQUE ON BOULDER L~il4 PLAQUE N.I.C. NO PARKING STRIPING PER CITY OF NEWPORT BEACH ORD!NANCE G DRINKING FOUNTAIN l@e Q 18" CONCRETE W LJ MAINTENANCE LANDING Lf$'o6 LEGEND ~ Re RIVER ROCK SET IN VEHICULAR CONCRETE PAVING VEHICULAR CONCRETE PAVEMENT PLANTING AREA TURF AREA DECOMPOSED GRANITE • SITE ENTRANCE ACCESSIBILITY SIGN CONTROL JOINTS L®4 TRANSFORMER ELECTRICAL S\NITCH GEAR t71111110 SITE WALLS c(Ms ---ACCESSIBLE PATH Of TRAVEL BOULDER SCHEDUL.E ·• SYMBOL • '. : ; SIZE < :. < :·: J:>.f;T All-•: ' . . ~ . ' . . . . . . ,. . . . . '" . @ 3'x3'x3' 2/l-3.04 @ 2'x2'x2' 2/L-3.04 NORTH @ 0 10' 40' ~-SCALl:':>1" = 20' i , " ,, G.N ~ w~ { 0¢ "" B • ~~ a ~© ~~ • I "" f ·~ ~ .. .. xx :i ~~ ! Iii! REVISIONS: & DRAWN BY: TG CHECKED BY: PT RECORD DRAWINGS DATE: 08/01/07 l-1.01 SHEET OF XR£F: GENERAL NOTES: 1. PROVIDE SMOOTH TAANSI'f!ONS FOR ALL CURVES. 2. ALL HARDSCAPE SHALL ABUT FLUSH WITH EXISTING SIDEWALKS. 3. REPORT ALL LAYOUT DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR FINAL DETERMINATION. 4. REFER TO DETAll 4/ L-1.04 FOR GENERAi. SITE ACCESSIBILITY NOTES. 5. EXPANSION JOINTS TO BE 25' O.C. MAX. PER DETAIL 15/ L-1.04. 6. AU TURF AREAS TO BE STAKED IN THE FIELD PER THE HORIZONTAL CONTROL PLANS AND VERIF.IED BY THE ARCHITECT. 7. ALL ACCESSIBLE PATHS OF TRAVEL {POT} ARE INDICATEIJ BY DASHED OR DOTTED UNE (---~-) ON THE PLAN 8. ACCESSIBLE PATH OF TRAVEL AS INDICATED ON PLAN IS A BARRIER FREE ACCESS ROUTE WITHOUT ANY ABRUPT LEVEL CHANGES EXCEEDING 1/2" BEVELED AT 1:2 MAX. SLOPE, OR VERTICAL LEVEL CHANGES NOT EXCEEDING 114"MAXAND AT LEAST 48" WIDE. SURFACE IS SUP RESISTANT, STABLE FIRM AND SMOOTH. CROSS SLOPE. DOES NOT EXCEED 1:50 SLOPE AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 1:20 UNLESS OTHERWISE INDICATED. 9,9 X 9.4 9.8 \ X X l 0.1 13 / 5 SITE PLAN X X X 1 KEYNOTES:□ r:7 TEMPORARY PROJECT L'..J IDENTIFICATION SIGN• FINAL LOCATION TBD. @ LL~¢s .GJNOTUSEO .f7l. CROSSWALK STRIPING PER L.:'.J 11i8A-1 & 112964-3 f-:7 RELO. CATED DED. IC .. A TION BENCHES L.:.J (4 TOTAL) FINAL LOCATION TO SE CONFIRMED BY GENERAL SERV!CSS DEPARTMENT STAFF. BENCHES TO BE EPOXIED TO CONCRETE r.7 ADA COMPLIANT STAINLESS STEEL L:'.__J POST & CONC. SHOWER PAD (3 TOTAL)J~k 0 CONCRETE RAMP L®• PEDESTRIAN CONCRETE r:;l PAVING WI CON. TROL 6:i', LJ JOINTS!. 5' 0.C. MAXAND L~ MEDIUM BROOM FINISH 0 FLAGPOLE L@ r;::l· BARRIER GATE OPERATOR WITH L:J DOWN LOOP DETECTION G TRAFFIC SPIKES r::7 SIG.N -'WARNING -DO NOT LJ BACK UP TIRE DAMAGE" G EXISTING WALL TO REMAIN Q BEACH DEDICATION ~ . L:'.J PLAQUE ON BOULDER L~• PLAQUE N.!.C. r::7 NO PARKING. STRIPING PER L'.J CITY OF NEWPORT BEACH ORDINANCE G DRINKING FOUNTA!N L® Q 18" CONCRETE W W MAINTENANCE LANDING Lt.~oo LEGEND irn t~ P.A. RIVER ROCK SET IN VEHICULAR CONCRETE PAVING VEHICULAR CONCRETI; PAVEMENT PLANTING AREA TURF AREA DECOMPOSED GRANITE * SITE ENTRANCE UL\ ACCESSIBILITY SIGN L~ ACCESSIBLE PARKING SIGN J;ji)4 7f CONTROL JOINTS L(&t ff) TRANSFORMER @ ELECTRICAL SWITCH GEAR ltl/luna SITE WALLS L~ --. --ACCESSl8LE PATH OF TRAVEL BOULDER SCHEDULE • SY!\/181'.>L '.:,;SIZE < ;. '..' :•(jJ~TAll::: @ 3'x3'x3' 2/t-3.04 119 2'x2:'x2' 2/L-3,04 NORTH @ 0 10' 20' 40' ~-.J SCALE: 1"., 20' f REVISIONS: & DRAWN SY: TG CHECKED BY: P:f RECORD DRAWINGS DATE: 08/01 /07 L ... 1.02 SHEET :RJC#: XREF: OF 0223_ !2 2 X 8 GENERAL NOTES: X ·-. ~ -, ,: -l-:-PRQVIDE SMOOTH TRANSITIONS FOR AU. CURVES. ·-~,,-,,, 2. ALL HARDSCAPEJ~HALl ABUT FLUSH \l\llTH .EXISTING SIDEWALKS. ' ~ 'X . . ''"-.. , / ,,~-, 3. REPtif{lf All LAYOUT DISCREPANCIES ll\4MEDIATELY'TO ARCHITECT FOR FINAL DETERMINATION. ·"· 4. REFER TO DETAIL 41 L-1.04 FOR.GENERAL SITE ACCE$S181UTV NOTES. '\ \ \ e-EXPANSION JOINTS TO BE 25' 0. C. ~-PER OETAll 13/ L-1.04. " ·100 '"' 1!'" •• ,J \ ' '.L 6. Al.l TURF AREAS TO SE STAKEO IN THE F-IELD PER THE HORIZO!IITAl CONTROL Pl.ANSI ~O VERlflEO,~Y THE ARCHITECT. 7. ALL ACCESSIBLE PATHS OF TRll-\VEL (POT) ~~:lNDICATED BY DASHED OR DOTTED LINE ( --) ON THE Pl.AN'-,"------- 8 .. ACCESSIBLE PATH OF TRAVEL AS INDICATED ON PLAN !SA BARRIER FREE ACCESS ROUTE \l\llTHOUT ANY ABRUPT LEVEL CHANGES EXCEEDING 1/2" BEVELED AT 1 :2 MAK Sl,.OPI;, OR VERTICAL LEVEL CHANGES NOT EXCEEDING 114." MAX AND AT LEAST 48" WIDE. SURFACE IS SLIP RESISTANT, STABLE FIRM AND SMOOTH. CROSS SLOPE DOES NOT EXCEED 1 :SO SLOPE AND SI.OPE IN THE DIRECTION OF TRAVEL IS LESS THAN 1:20 UNLESS OTHER\l\llSE INDICATED. 9. CONTRACTOR TO VERIFY THAT ALL BARRI.ERS IN THE PATH OF TRAVEL HAVE BEEN REMOVED UNDER THIS PROJECT, ANO PATH OF TRAVEL COMPLIES \l\llTH cac 11336 SITE PLAN 5 X TURF AREA DEC.OMPOSED GRANITE c@ SITE ENTRANCE W ACCESSIBILITY SIGN L~~• ACCESSIBLE PARKING SIGNc~ii. 15 X X X =-CT IT] [fil ruznao s1-n: lMAt.•s w , .. "'"' "' 1J~,05 ---ACCESSIBI.E PATH OF TRAVEL, BOULDER SCHEDULE SYMBOL • '. •. SIZE ; • ; ' : DfilAlt> . . . . . ' .. , -. . "• ·. • . .'. -.;.•' . .. . .... @ 3'x3'x3' 2/L-3.04 @ 2.'x2'x2' 2/L-3,04 X 1'1.3 I X S.4ND X 11 .2 SCALE: f "' 20•-o• 1 DJ KEY NOTl;;S: D TEMPORARY PROJECT IDENTIFICATION SIGN - FINAL LOCATION TBD. 0 NOTUSE.O CROSSWALK STRlf>tNG PER 1118A-1 & 1129B4-3 RELOCATED OEDICA TION BENCHES (4 TOTAL} FINAi. LOCATION TO BE CONFIRMED BY GENERAL SERVICES DEPARTMENT STAFF. BENCHES TO BE EPOXIED TO CONCRETE M AO.· A COMPLIANT ST AINI.ES. S STEEi. L'..J POST & CONC. SHOWER PAO (3 TOTAL)l@ CONCRETE RAMP lJfil lfffi04 PEDESTRIAN CONCRETE PAVING Wt CONTROL JOJNTS .t 5' 0.C. MAX AND MEDIUM BROOM FINISH 0 FLAGPOLE L@ r:7 BARRIER GATE OPERATOR\l\llTH L:J DOWN LOOP DETECTION TRAFFIC SPIKES SIGN -"WARNING -DO NOT BACK UP TIRE DAMAGE" 0 EXISTING WALL TO REMAIN G BEACH DEO.ICATION PLAQUE ON BOULDER PLAQUE N.I.C. NO PARKING STRIPING PER CITY OF NEWPORT BEACH ORDINANCE G DRINKING FOUNTAIN L© 18" CONCRETE MAINTENANCE LAI\IDING NORTH ~ 0 10' ~II! SCALE: 1" = 20' 40' ml ~ ll. w i--CJ) --------·-REVtSlONS: & DRAWN BY: TG CHECKED BY: PT RECORD DRAWINGS DATE: 08/01/07 L-1.03 SHEET OF :RJCD: XREF: I CONTROL JOINT I 1 / 4" RADIUS TOOLED ,,,--JOINT 3/16" WIDE BY 2" DEEP CONCRETE PAVING, 520-C-3250 NATURAL GRAY, MEDIUM BROOM FINISH ,.,--1 /2" RADIUS ~ TOOLED EDGE ·· ; .. . · rr-~-...,,,-,.· •. ..;. :-1 /2" EXPANSION · . , • •. • <i • • -~ , MATERIAL AND !EXPANSION JOINT I I .... . ..-,, .· . 9" SEALANT--SUBMIT COLOR SAMPLES ,,-------LINE OF BUILDING WALL, SEATWALL OR CURB THRESHOLD, WHERE OCCURS 1 / 4" R SEALANT BACKER ROD EXPANSIVE MATERIAL ~-#4 STAINLESS STEEL DOWEL AT 24" O.C. BOND ONE. END STRUCTURAL REINFORCING @ DOOR TRESHOLDS ONLY BASE COURSE COMPACTED SUBGRADE AND/OR BASE PER GEOTECHNICAL ENGINEER !EXPANSION JOINT @ VERTICAL CONSTRUCTION I NOTE: 1. EXPANSION JOINTS TO 25' O.C. BOTH WAYS BETWEEN BACK OF CURB AND PAVING, BETWEEN WALLS AND PAVING AND ADJACENT TO BUILDING. 7 1 /2" 4' -0" LONG PRECAST CONCRETE WHEEL STOP ~-TOP OF FINISH PARKING SURFACE '----#3 x 3'-0" BARS l--(3" FROM ENDS) #4 x 24" BARS @ 2' -0" O.C. NOTE: PAINT BLUE AT ACCESSIBLE STALLS ONLY CONCRETE WHEELSTOP 9 1-1/2"=1'-o" NOTE: IF X IS LESS THAN 48" THEN THE SLOPE OF THE FLARED SIDE MAY NOT EXCE :12 (8.33%) X SHALL NOT BE LESS GROOVED BORDER MUST BE ON THE LEVEL SURFACE AT THE TOP OF THE RAMP, SEE DETAIL 11/L-1.04 NOTE: CROSS SLOPE OF LANDING AREA DOES NOT EXCEED 2% IN ANY DIRECTION HEAVY BROOM FINISH -WAVE PATTERN VAN ACCESSIBLE 4" STRIP! @ 36" O.C. LUE COLOR No 15090 IN FEDER STANDARD 958. --iH--1-¼" WID X 12" PARKING HIGH LETT RING, ~=C6e:J::!J WHITE TYP ~--+-5' -0" MIN. AT TYP. ACCESSIBLE RAMP PER DETAIL 10/L-1.04 ,f---9•_-0_"_M_IN.---,r'-l;:::;f-----,r PARKING STALL, 8' -0" MIN. AT VAN ACCESSIBLE PARKING STAld=--._ TYP. PAVEMENT- SYMBOL, SEE DETAIL 6/L-1.04 PARKING STALL 3'-0" 5 L 1.01 L1 .04 • I INTERNATIONAL SYMBOL --+-+ OF ACCESSIBILITY SHALL BE PAINTED ON PAVEMENT WITH BLUE HIGHWAY PAINT COLOR No. 15090 IN FEDERAL STANDARD 595A -3" MIN STROKE WHITE REFLECTORIZED STRIPING 2 COATS, TYP. CURB RAMP NTS L®• -~_1E_4~ __ 1-~-~-~_R_P_A_V_E_M_E_N_T_S_Y_M_B_O_L __ -+u-.o4...,.6L_1 _-i04 • = - • . 3/4" -·..,. to 0 Cl... . LI .•. .; LI. • ., .. .. 'LI @ • ex, I <O • • .. " • .. • TOOLED GROOVES, TYP. • <O I . NOTE: PROVIDE 12" WIDE TOOLED GROOVE BORDER - 7" I ' ~ ( ~ I VAN . ; ::::: --:,-..... f-:. ':' • • • .... PTO. MTL. SIG OF ACCESSIBI N -INTERNATIONAL SYMBOL LITY SIGN COLOR SHALL MATCH No. 1 5090 IN THE FEDERAL STANDARD No VAN ACCESS! . 5958 SECTION 2-1720 BLE PARKING SIGN @ VAN PARKING SPACE 2" SQ. STAIN LESS STEEL TUBE. ~i /PAVEMENT OR FINISH GRADE ' 1.:·.0·,I 1 ' - 1ol 6" DIA. CONC. FOOTING •-------------+-@_1 _9 __ TY_P_IC_A_L_JO_I_N_TS _______ -+-00..:..1 ;::...5 -1 _T_O_O_L_E_D_G_R_O_O_VE_S ______ -+-(u\...:.1,.:..1-1 _A_C_C_E_S_S_IB_IL_TY_P_A,_RK_I_N_G_S_IG_N ___ -+---,7---t T NTS lifu,o'4 NTS L~4 3;4"=l'-o" L1.04 L1.04 BURY BOULDER 1/3 TO 1/2 ITS DIAMETER\ 90% COMPACTED SUBGRADE 5'-6' DIAMETER BOULDER TO BE SELECTED BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY TO THE SITE BRONZE BEACH DEDICATION PLAQUE TBD ONCRETE PAVING NOTES: 1. FINAL BOULDER PLACEMENT TO BE DETERM.INED BY LANDSCAPE ARCHITECT. 2. BOULDER SHALL HAVE A LARGE ENOUGH FLAT AREA TO ACCOMMODATE THE COMMEMORATIVE PLAQUE. NOTE: REFER TO DETAIL 15/l-1.04 FOR TYPICAL JOINTS . ~ BLDG. OR WALL EXPANSION JOINT, SEE DETAIL 15/L-1.04 CONCRETE PAVING, FINISH PER SPECIFICATIONS 2% SLOPE TYP., REFER TO CIVIL ENGINEERING PlANS ~ ·t \'. ~ r. t;_;-~ :r.~-i."::: -. . ,,-,,,.-:, . ;; -:·,, ··• ~ ·,; ., . •' " (TYP.) ~~ FlNISH GRADE--. 1/2" RADIUS, TYP.~ -1(i.)f- BASE COURSE PER SOILS REPORT THIS DETAIL IS TO SHOW MINIMUM DIMENSIONS AND REQUIRED TEXT. SEE PLAN FOR SIGN • " LOCATIONS. . ~:rHIS SIGN SHALL READ: ?i "UNAUTHORIZED VEHICLES NOT DISPLAYING ' ,..,. DISTINGUISHED PLACECARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WHICH ARE FOUND PARKING IN SPACES DESIGNATED FOR THE HANDICAPPED MAY BE TOWED AWAY AT OWNERS EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT-,OR BY TELEPHONING-." RECLAMATION SITE AND TELEPHONE NUMBER TO BE DETERMINED BY OWNER AND INSTALLED BY CONTRACTOR. SIGN TO BE POSTED IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO THE OFFSREET PARKING FACILITY. SIGN SHALL COMPLY WITH THE CALIFORNIA ADMINISTRATIVE CODE TITLE 24 PART 2 SECTION 7102. 1" MIN. LETTERS. NOTE: MOUNTING SHALL BE ON 2 1 /2" SQ. TUBE STEEL WITH 1 '-6" CONC. FOOTING PER DETAIL 7 /L-1.04 NOTE: CONTRACTOR TO OBTAIN AND INCLUDE ALL SIGN INFORMATION ON THE SIGN PRIOR TO INSTALLATION. WALKS AND SIDEWALKS WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1 / 4", AND SHALL BE A MIN. OF 48" IN WIDTH. SURFACES WITH A SLOPE OF LESS THAN 6% GRADIENT SHALL BE AT LEAST AS SLIP-RESISTANT AS THAT DESCRIBED AS A MEDIUM SALT FINISH. SURFACES WITH A SLOPE OF 6% GRADIENT OR GREATER SHALL BE SLIP RESISTANT. SURFACE CROSS SLOPES SHALL NOT EXCEED 1 / 4" PER FOOT(2 %) WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATINGS WHEREVER POSSIBLE. FOR GRATING LOCATED IN THE SURFACE OF THESE • AREAS, GRID OPENINGS SHALL BE LIMITED TO 1 /2" IN THE DIRECTION OF TRAVEL FLOW. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 :20, IT SHALL COMPLY WITH THE PROVISIONS FOR PEDESTRIAN RAMPS. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE PEDESTRIAN ROUTE SHALL BE BEVELED WITH A SLOPE NO GREATER THAN • 1 :2 EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1 / 4" MAY BE VERTICAL. WHEN CHANGES IN LEVELS GREATER THAN 1 /2" ARE NECESSARY, THEY SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60"X60" AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. SUCH WALKS SHALL EXTEND 24" TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST 5 FEET IN LENGTH AT INTERVALS OF AT LEAST EVERY 400 FEET. ENTRANCE SIGNS: ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES SHALL BE IDENTIFIED· WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. MOUNTING LOCATION AND HEIGHT: WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE, SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE. LATCH OUTSIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60 INCHES ABOVE THE FINISH FLOOR TO THE CENTER LINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3 INCH OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. 4 ~ g N ' .; " ON " ~~ • ~ Oo ! oo Oo ti Oo ~~ li a mm ! ~~ • mm I .. ~k ! ~~ :,; i ! ® z ~ ..;.i ~ ~u ~< >w -.,~ ~ ~~rn <~0 ~oo O~N . o;r;:m ~w< i NZU D ~ REVISIONS: & DRAWN BY: TG CHECKED BY: PT RECORD DRAWINGS DATE: 08/01 /07 L-1.04 SHEET OF RJCfi: Q22~ XREF: • 0 I <.O SIGN CONTENT, PAINT OR VINYL LETTERS, COLOR BLACK, SIZE & COMPOSITION MAY VARY WITH CITY APPROVAL--""' CITY OF NEWP RT BEACH I CORONA DEL MAR BEACH AMENllY IMPROVEMENTS I CONTRACT NO. 3461 PLAN NO. P-5169-S CITY OF NEWPORT BEACH PROJECT MGR. LLOYD DALTON I ARCHITECT: ROBBINS JORGENSEN CHRISTOPHER 2800 LAFAYETTE NEWPORT BEACH (949) 566-0080 • CONTRACTOR: CONTRACTOR'S NAME CONTRACTOR'S ADDRESS CONTRACTOR'S TEL. NO. 1X1 FRAME CONT. MITRE@ CORNERS, AT PLYWOOD, TYP. 6'X8'X3/4" MOO EXT . GRD. PLYWOOD ,---2"x4 ff x 1 / 4 ff ALUMINUM TUBE POST, WELD CAP ENDS TO POST 2-1/2ff SQ. x 1/4" ALUMINUM TUBE FRAME, WELD CAP ENDS TO FRAME WHERE OCCURS (2) 1 / 4"X2 1 /8" S.S. TEK SCREWS 1 "x 1 "x 1 /8" ALUMINUM TUBE WELDED TO 2 1/2 SQ. FRAME 2X6 WOOD COMPOSITE SCREEN ....__ __ (3) HEAVY DUlY ROLLER BEARING 3"Wx5"H HINGES WELDED TO FRAME & POST ---3/4" EPOXY ANCHORS (3)/JAMB EMBED 6" ~---#5 VERT REBAR ~----CMU WALL W/ STEEL REINF., AND SOLID GROUT, TYP. GATE FRAME CONNECTION FLAG POLE NYLON HALYARD W/WIRE CENTER HARD WOOD WEDGES~ REMOVE AFTER TAMPING SAND 3000 PSI CAST IN PLACE CONCRETE FOOTING 1 O" DIA. FOUNDATION SLEEVE #4 TIES @ 12" O.C. MAX -TYP. CONCRETE PAVING ----. m...---BALLNOTE ~--REVOLVING TRUCK ,,---CAST ALUM. BODY AND STEM (PER SPECIFICATIONS) _,,----CAST ALUM. CLEAT ,---SEALANT ,---FLASH COLLAR DRY SAND COMPACTED INTO CAVITY AFTER POLE ALIGNMENT 3/ 4" DIA. GROUND SPIKE WELD TO STEEL PLATE NOTE: PROVIDE LOCK @ BASE OF POLE 1"=1'-0" L 1.05 L1 .05 1 / 4 "= 1'-0" <.O I <.O • • <.O I st 0 (/) I I-. z "' 1X4 DIAGONAL BRACE @45°±; 3-16d GALV. NAILS TO POST; 2X2 X1'-6" REDWOOD STAKE, TYP. 4X4 REDWOOD POST, TYP. FINISH SURFACE----- DRILL 1'-0" DIA HOLE, SET POSTS & HAND COMPACT . BACKFILL, TYP. TEMPORARY PROJECT IDENTIFICATION SIGN 1;2· = 1·-0· PAINT ALL WOOD SURFACES 2 COATS SEMI-GLOSS WHITE, TYP. 14 L1.02 L1.05 3/4" ,It, ..---2-1/2" ALUMINUM -rw:=-..---FRAME-TYP n----{- SIDE VIEW '-- ,,-----1" DIA. x 1/2" WIDE ALUM. PIPE WELDED TO FRAME ,,..-,-1" DIA. x 2" LONG ALUM. r-+-,.,-00 PIPE WELDED TO FRAME -2 REQ'D #4 REBAR, lYP. ;--• -+--3/4" ALUMINUM BAR 1r W / 3" LONG HANDLE WELDED TO BAR • • --·~--:-:---:.• v"'l:J:l!lt-:::::'.'.'.'.;.~\~-A• . .,· I' ... ~ 0 I -'-~,. "._. .• '.. ;:-••• . . . ( • I _______ __ 1'-0" ~ TRASH ENciosuRE'CANE BOLT LATCH z • 0 I . -• 0 I -- L1.05 L1.05 m--CROWNED GROUT CAP PER 11/A-g.o1 ~CMU WALL CONT.----. A/+--GROUT ALL CELLS SOLID SEALANT r/J'~--#5 VERT @ 16" O.C. MAX go• STD. #4 CONT. HORIZ @ 32" O.C. MAX. HOOK ~411-----/Tf°CONC. FTG. W/ #5 CONT. FG • 00 ( 1 @TOP, & 3 @ BOTTOM) SL.. o z. .I ::;; ---+< -,.......f""'--ALT. BEND go· STD. HOOK .,----#5 @ 16" o.c . • " ;.,, < •----------------+T--'-,19;;,,,_,i ----------------i-T-1:...;;5:;._j -~-/RA_4,-,_s_1 ~-o-:_N_C_L_O_S_U_R_E_S_E_C_T_IO_N ___ --i-L1-.0!.;.,.~'----j1.05 NOTES: 1. EXTEND WALL BASE 18" MIN BELOW SIDEWALK FINISH GRADE, FIELD VERIFY. 2. CONCRETE SHALL BE 560-C-3250. ~;l;E~::::======= 1" CONT. CHAMFER, BOTH SIDES ...,...__ :,jii~_-"~J( 2" WIDE WEDGE SHAPED VOIDS 3. SACK & PATCH ALL CONCRETE BLEMISHES WHEN FORMWORK IS REMOVED. '½' ~~f!l[f}Jtf CAST INTO WALL @ 4' -o" o.c. -•• 'st-----CAST-IN-PLACE CONCRETE WALL \~ -'k-- 4. EQUALLY SPACE 1 /2" E.J.'S W/SEALANT WHERE WALLS EXCEED 30 FEET. E.J'S NOT TO EXCEED 30' O.C. 5. APPLY ARMAGLAZE ANTI-GRAFFITI COATING OR EQUAL TO ENTIRE CONCRETE WALL PER MANUFACTURERS SPECIFICATIONS ~ CONCRETE PAVING PER DETAIL J J,. EXPANSION JOINT -"""' #4 HORIZ. TIES @ 24" O.C. 2-#4 VERT. @ 24" O.C. ~-90% COMPACTED SUBGRADE, TYP. ~-------SAND FINISH GRADE SITE WALL 1/2"=1'-o" ~-ALUMINUM & WOOD COMPOSITE GATES CONCRETE CURB , .L,.__,_.+-;-+--+-1 _1 ._. L-1.05 6' -8" HIGH, STL. REINF . FULLY GROUTED CMU WALL. SEE 4/A-g,Q1 FOR CMU PATTERN & TEXTURE L L TRASH DUMPSTERS N.I.C., TYP 1 'I TRASH ENCLOSURE PLAN 1/4"=1'-0" ~------2X6 WOOD COMPOSITE INFILL SCREEN -----1/4" X 5 1/2" X 3 1/2" ALUM. PLATE WELDED TO ALUM. FRAME. g 8 L-1.05 L-1.05 NOTE: EPOXY COAT INTERIOR OF CMU WALL - TWO COATS. 1 / 4" THICK X 2" WIDE DIAGONAL BRACING WELDED TO INSIDE OF ALUM. FRAME CROWNED GROUT CAP PER 11/A-g.o1 1/4" X 5 1/2" X 8" ALUM. PLATE WELDED TO ALUM. FRAME. -ttt"=====;cz'~! lf-iq,~==1 u-v-2 1 /2" ALUMINUM .._~ ........ J_ ~ -_:--1" DIA. x 1 /2"" LONG PIPE i----1--t-r--1 SLEEVE, WELD TO ALUM. '-- PLATE, TYP. FOR 3 ~--3/4" ALUMINUM BAR W/ 3" F.G. LONG HANDLE WELDED TO BAR 10 L-1.05 GATE FRAME 2X6 WOOD COMPOSITE SCREEN 8" THICK CMU WALL. SEE 4/A-9.01 FOR BLOCK PATTERN AND TEXTURE. ~-FINISH GRADE •-------------+-fi0i_ ...;;;2r-O-l_ ---------------1@1-_ -'-,.16 ___ -1 i-------------~@...:.1.;=:.2-1_ 1_TR_A_S_H_E_N_C_L_O_S_U_RE_LA_T_C_H _____ _ T T T 1 112·=r-o· TRASH ENCLOSURE FRONT ELEVATION 4 1/4"=1'-0" L1.05 1.0 8 N ' v .. ON I == Oo Oo .. "'"' "'"' ~~ C • • a~ ii ·~ I ~~ %x i ~~ ® gJ REVISIONS: & DRAWN BY: TG CHECKED BY: PT RECORD DRAWINGS DATE: 08/01/07 L-1.05 SHEET OF RJC#: 0223 XREF: • • ;i; ... • • • ,,.--PEDESTRIAN PAVING SITE WALL-TYP. ·•~•,;A\,'i;;:;:· 2% SLOPE SHOWER-TYP TOWARD SAND SAND PLAN VIEW -NTS 1 1 /2" O.D. CLEAR ANODIZED ALUMINUM GRAB BAR & SUPPORT POSTS ' 1'. 4 -•• . . 1~ " 4-0 NOTE: POST, FIXTURE & PLUMBING PER MECHANICAL PLANS CONC MEDIUM BROOM FINISH • 0 -I 'N 1'. CONC SHOWER PAD TO BE FLUSH W/ CONC WALK CONC. WALK--' •--------------@,--.,17 ..... _ --.i----------------1@-.:.;13;::;._...i _o_ur...,.o_o_o_R_s_H_o_w_E_R ______________________ ~W,.......;s;-·--1 ·.::r7 T 3/8" = 1 • -o" LW6 3 ~ CLEAR ANODIZED ALUMINUM CAP. WC-.----CLEAR ANODIZED ALUMINUM POST ....------CLEAR ANODIZED ALUMINUM RAIL WELD TO POST GRIND ALL EDGES SMOOTH. ,__ ____ CLEAR ANODIZED ALUMINUM POST ----CLEAR ANODIZED ALUMINUM CAP r. :-. 7tti~-:::=:::l---CONG. SLAB : ~-': I 11---=-.-~--ALUMINUM SLEEVE ' • > 11--'."7-½'----FILL W / GROUT q,!l!fll!!!,o-~---ALUMINUM BASE PLATE WELD ALL AROUND TO SLEEVE '-----CONCRETE FOOTING NOTE: FACE OF BUILDING TOOLED GROOVES 9.5" x 16" CONCRETE YARD BOX WITH HINGED LOCKING TOP (BROOKS NO. 3HL OR EQUAL) SET ON 3" GRAVEL BASE, TOP OF BOX TO BE FLUSH WITH GRADE DRINKING FOUNTAIN BY HAWS; MODEL #3150 1.EXPOSED AGGREGATE FINISH, PORTLAND GRAY CEMENT 2.REFER TO PLUMBING PLAN FOR SUPPLY AND WASTE LINE CONNECTION. • 3. APPLY ARMAGLAZE ~ ANTI-GRAFFITI COATING OR EQUAL FINISH PAVING . . '---MOUNTING PLATE W/ANCHORS '--IPS WASTE LINE-REFER TO PLUMBING PLAN FOR PIPE SIZE SUPPLY LINE REFER TO PLUMBING PLAN LINE SIZE RED BRASS GATE VALVE IN YARD BOX •---------,-------@i---,1 s...---l· --------------1filli-:-,14..:.......i _____________ @f---'-,1 o,;;--j _G_RA_B_B_A_R_s_u_P_P_o_R_r ______ -t-W--.-s----1 _o_R_1_N_K1_N_G_F_o_u_N_T_A_1N ______ -+----i'--1 ■ T T T 1 112· = 1·-0· LW6 112· = r-o· .,,----1 1 /2" CLEAR ANODIZED ALUMINUM POST I ~ \ ANODIZED ALUMINUM ~-~ 1 1/2" CLEAR 1 r , GRAB BAR r-- 1 I I l I . OUTDOOR RINSING \ ~~ / SHOWER PER PLUMBING DRAWINGS ..,,._ __ ;;_:;:;;:;,.L----1 1 /2" CLEAR ANODIZED ALUMINUM POST OUTDOOR SHOWER PLAN 7 12" 1 /2" RADIUS (TYP) COLD JOINT CONCRETE CURB AC PAVING CONCRETE MAINTENANCE STEP W/ MEDIUM BROOM FINISH COMPACTED SUBGRADE FINISH GRADE 1" BELOW TOP OF PAVING • CONCRETE MAINTENANCE STEP 1 • = 1 '-o· L1.01 L1.06 1• = 20'-Q" g N ' i ON a ., .. t Oo Oo ~~ 6 ~~ ~m Ii ~~ ~ .... • ~~ t zx j ~~ ~ ~ ® REVISIONS: & DRAWN BY: TG CHECKED BY: PT RECORD DRAWINGS DATE: 08/01 /07 L-1.06 _________________ oo_-_2_0_ -----------------1-@_1.:..,5::.....i· __ ----------------1-@~12==--l ________________ W _ ____,s __________________ W___,4_➔-. ~~;;:~;~f=: ===~:~:23:= T T T T lW XREF: 4 Q ·;;, ' '-' '-~ >< \ \ ' I \ \ 8,9 ' \ \ \ \ ' ' 24 5 X X PALM I FEE RELOCATION PLAN >< I I X 9,7 ~ X 9,7 / I', \.:,i ; //1 /~ \\ ' I ' "- --·---~--------· • 12,8 ~ COi'sC -__C'~~,_-r--~--'-,~ r i I I : I I I I ' I I !1 2.1 X X 12.2 NORTH ~ <dD ! -I I ' ! ! >< >< SCALE: 1" = 20' SCALE: f .. 20'-0' 40' i ON ~~ Oo ~9 ~~ ~~ ~~ ~m ~~ ~~ "'" ~~ REVISIONS: & DRAWN BY: CHECKED BY: RECORD DRAWINGS DATE: 08/01 /07 L-2.01 SHEET OF RJCi: 0223 XREF: I " " ,; z ~ B ! ii I .. ! z ll ® TG PT X X l9.5 SAr-J,D X 9.2 PALMS TO REMAIN INPI.ACE X 12.8 9A X X X 9.4 X >< EXISTING PALM TREE SCHEDULE SYMBOL PALMS TOBE RELOCATED REMOVEAND DISPOSE OF PALM BOTANICAL NAME 9.7 • Q ARCHONTOPHOENIX CUNNlNGHAMIANA .. b. BRAHEA EDULIS -----~--t-------t---------i--- 111 0 CHAMAEROPS HUMILIS + PHOENIX CANAR!ENSIS X 1;: SYAGRUS ROMANZOFFIANUM «I @ WASHINGTON!A ROBUSTA *QUANTITIES ARE PER SHEET PALM I HEE RELOCATION PLAN y 9.4 COMMON NAME KING PALM GUADAUJPE PALM MEDITERRANEAN FAN PALM CANARY ISLAND PALM QUEEN PALM MEXICAN FAN PALM X 9.8 TOTAL RELOCATED* 9 6 5 X I X i 3.3 I ' !12. 2 I X X >< ' I .. '·····--'-----+--~~--+----''--I • -·-·--·----, -.....-, .. • -. . : r--r--, lr T7-·"· ·r·~•~··r· ~--">-1=. .::,,"""""~-+:;»+· -f-E':J.'+-+-+--+--,f--+-f-+--+-+-++,c-1-fr'is' /.' -f--+l'_r.:_1-J /7" _) . I 1 l --\,_, '~./ I -,-, J rz=t!: .. ±,,;· ~~""'i:=+=i-+'"'f--t--1 7M-l-+-+-+-+-+--+-l-+-+-++-+--+-l--Hic--+-'1+1 +i +-Y~"' ¥ -----7 "·(~; )\) l~c:::-rf--+---l-~--l--l--l---+--l---1-l-.""-,+ -tc-J-H--+-IL--H-4--'➔ ,+f;!-,~tj,,_µ!+.--f--l X f\ / (-11 l .IJ,-:::, -. X SAND NORTH i O.C-J X l D 7 0 10' 20' SCALE: 1" = 20' SCALE: 1• .. 20'-0' 2 REVISIONS: & DRAWN BY: TG CHECKED BY: PT RECORD DRAWINGS DATE: 08/01 /07 -L-2.02 SHEET OF RJC#:' 0223 XREF: -..-.....,.__(' ,-·-~. "~ -. \_/------._. j ! i .2 C,}·-•---' --- X E~~TING PALM TREE SCHEDULE X X •i0.9 SYMBOL BOTANICAL NAME 1 ·, , COMMON NAME TOTAL RELOCATED• KING PALM 9 fl O CHAMAEROPS HUMIUS MED11ERAANEAN FAN PALM ·~--__::;;:---+----'-----+---------+----------------+---6 + PHOENIX CAhl,ARIENSIS CANARY !SI.ANO PALM X ;;t SYAGRUSROMAN~~FIANUM QUEE!'ll:PALM // -----c:=-----f----:~--+---L.CC,c_ ____ +---------------------f---____,.....,.....,.....,. _____ ,_,_. ____ ,_ __________ _, /f • @ WASHlNGTONIA ROBUSTA MEXICAN FAN PALM 5 >< ~·---,-n-,;;,----------1~0~. ~-----------! ' ....,.c, *QUANTITIES ARE PER SHEET PALM TREE RELOCATION PL.AN )( 10.8 SAND Sf.-NL .... 11 3 11 .2. X NORTH )( 10.7 )( @ 10' ~ ,--, ·" SCALE: 1" ::= 20' SCALE: 1• "' 20'-0" 40' REVISIONS: IA z ~ 0.. z 0 --§ -I w Q:'. tl1 Q:'. I- ~ DRAWN BY: TG CHECKED BY: PT RECORD DRAWINGS DATE: 08/01/07 L-2.03 SHEET OF RJC#: 0223 XREF: X 3.9 \ \ \ \ ' \ 18,3 \ \ \ \ \ \?8 8 \ \ \ \ \ \ \ \ \\ I \ \ \ 't \ \· \ \ \ \ g_g ; 7.9 I \ \ \ \ \ X \ \ () PLANTING PLAN X 24 5 ; 9.5 X X X 69 4 X SCALE• f .. 20'-0" 1 PLANTING NOTES 1. QUANTITIES OF PLANT MATERIAL ARE PER SHEET AND FOR REFERENCE ONLY. 2. REFER TO SHEET L-3.04 FOR PLANTING DETAILS AND .ADDITIONAL NOTES. PALM rREE PROTECTION NOTES 1. PALM TREES WITHIN THE CONSTRUCTION ZONE AND AS OESIGNA TEO ON THIS PLAN SHALL BE PROTECTED IN PLACE PER SPECIFICATION 02231. NO STOCKPILING OF MATERIALS, EQUIPMENT OR VEHICLES WITHIN THE DRIPUNE OF PALM TREES DESIGNATED FOR PRESERVATION SHALL SE PERMITTED. 2. PALM TREES DESIGNATED FOR PRESERVATION THAT ARE DAMAGED, SEVERELY PRUNED OR REMOVED SHALL BE REPLACED WITH THE SAME BOTANICAL VARIETY AND S FOOT BR0\1\/N TRUNK HEIGHT. ~ULPER SCHEDULE •• $YWIBOL : :.: $~ < . :_;' '"'. :R~T~l~: @ 3'x3'x3' 2/L-3.04 . ~ 2'x2'x2' 2/l-3.04 NORTH @ 0 10' 20' 40' s• SCALE: 1" = 20' g N ' Jl ON ~ • ~~ ~ oo t 0 O . . "" .. 0 0 .... ~~ • ~~ e .... ~ ffi~ 0 ~ '"' f ~~ I @ ~ ta.i'_i ,..u ;;;< >w ·"""'-<m l;. t,-. M ~ 4: ¢ ,0 ~o~ Q~N ""~ -~w< i NZU ·g] ~ REVISIONS: £ DRAWN BY: TG CHECKED BY: PT RECORD DRAWINGS DATE: 08/01/07 L-3901 SKEET OF RJCl: Q22j • XREF: X SAND X 10.4 9.4 9,8 >< X. !0.7 SAND X PLANTING PLAN X X ! X/ X X L. \ -(_J._..,,,_l_. __ _ ~ ~,- \+--i'~.L----= i '[ 1.9 SCALE: 1• .. 20'--0' 1 PLANTING NOTES 1. QUANTITIES OF Pl.ANT MA TE.RIAL ARE PER SHEET ANO FOR REFERENCE ONLY. 2. REFE.R TO SHEET l-3.04 FOR Pl.ANTING DETAILS AND ADDITIONAL NOTES. PALM TREE PROTECTION NOTES 1. PALM TREES WITHIN THE CONSTRUCTION ZONE AND AS DESIGNATED ON THIS PLAN SHALL BE PROTECTED IN PLACE PER SPECIFICATION 02231. NO STOCKPILING OF MATERIALS, EQUIPMENT OR VEHICLES WITHJN THE DRIPUNE OF PALM TREES DESIGNATED FOR PRESERVATION SHALL BE PERMITTED. 2. PALM TREES DESIGNATED FOR PRESERVATION THAT ARE DAMAGED, SEVERELY PRUNED OR REMOVED SHALL BE REPLACED WITH THE SAME BOTANICAL VARtf;:TYAND 8 FOOT BROVVN TRU.NK HEIGHT. BOULDER SCHEDULE .• SYMBOL • : ',;SIZE< ; :.: : oar~l( : . , ' -. ..,. ~ , . ' . . '" . . .. @ 3'x3'x3' 2/l-3.04 @ 2'x2'X2' 2/l-3.04 !>!ORTH @ 0 10' 20' 40' SCALE: 1" = 20' ON ~~ OQ "" .. w ~ .. "'~ .. ~~ •T ~~ .. "'" ~~ REVIS!ONS: & T g N ' i i f lJ • ; I I €) z :5 a. (!) z -1-z :5 a. DRAWN BY: TG CHECKED BY: PT RECORD DRAWINGS DATE: 08/01 /07 L-3.02 SHEET OF Q223 XREF: I V " 1 ~I .2 ·X X ·ro.9 X I 0.9 X Pl.ANTING PLAN X i '1 .3 RELOCATED MEDITERRANEAN FAN PALMS (2}-PLANTPER DETA!L4/L3.04 12 .2 NOTE: PLANT SEA LAVENDER 2' O.C. IN BOTH PLANJE.RS X .x 11.3 1!: 9 ' X 11 3 X X ' ' • :eouLDER SCHEDULE ~~ SY.MBOL • . SIZE ' ·; • ' ' '. ' ·06T Aib,•:. > • d • ~,· • < ~-. •, ••••'•""' • ~." .... @ 3'x3'x3' 2/l-3Jl4 ~ 2'x2'x2' 2/L-3.04 • ... I I , 12.2 ,· , , X "? 1 .4 X 11 .3 SCALE: 1• .. 20'-0' . 1 PLANTiNG NOTES 1. QUANTITIES OF PLANT MA TER!AL ARE PER S.HEET ANO FOR REFERENCE ONlY. 2. REFER TO SHEET L-3.04 FOR PLANTINGOETAILS.AND ADDITIONAL NOTES. PALM TREE PROTECTION NOTES 1. PALM TREES WITHIN THE CONSTRUCTION ZONE ANO AS DESIGNA TEO ON THIS PLAN SHALL BE PROTECTED IN PLACE PER SPECIFICATION 022.31. NO STOCKPILING OF MATERIALS, EQUIPMENT OR VEHtCLES WITHIN THE DRIPLINE OF PALM TREES DESIGNATED FOR PRESERVATION SHALL Bl; PERMITTED. 2. PALM TREES OESIGNA TED FOR PRESERVATION THAT ARE DAMAGED, SEVISREL Y PRUNED OR REMOVED SHALL BE REPLACED WITH THE SAME BOTANICAL VARIETY AND 8 FOOT BROWN TRUNK HEIGHT. ~--~, '· , •• 'i'. •,:,.\';~)?;/'\/:/::': NORTH @ 0 10' 20' 40' r~ i SCALE: 1'' = 20' g N ' , .. ON • ~.~ i. oo oo j ""' .... ~~ l Oo •• •o l ZK ~ ~w ! ® REVISIONS: & DRAWN BY: TG CHECKED BY: PT RECORD DRAWINGS DATE; 08/01 /07 SHEET OF RJCQ: 0223 XREF: PLANTING NOTES 1. PRIOR TO COMMENCiNG ANY WORK, VERIFY LOCATION OF UNDERGROUND UTILITIES. FOR YOUR DIGALERT 1.0. NUMBER CALL: UNDERGROUND SERVICE ALERT 1 -800-422-4 'I 33 CALL TWO WORKING DAYS BEFORE WORK BEGlNS 2. CONTRACTOR SHALL BE RESPONSIBLE FOR BECOMING FAMJLIAR WITH ALL UNDERGROUND UTILITIES AND PIPES. IF ANY HARDSCAPE, UTILITIES OR LANDSCAPE INDICATED ON THE APPROVED PLANS IS DAMAGED OR REMOVED DURING CONSTRUCTION. IT SHALL BE REPAIRED AND/OR REPLACED IN KIND AND EQUIVALENT SIZE PER THE APPROVED PLANS. 3. ALL EXISTING PLANTING OUTSIDE LIMIT OF WORK SHALL REMAIN AND BE PROTECTED. 4. ALL PLANT MATERIAL SHALL BE MAINTA1NED IN IT'S NATURAL FORM, AND SHALL NOT BE PRUNED OR SHEARED WITHOUT APPROVAL OF ARCHtTECT. 5. THE RECOMMENDATION OF THE AGRICULTURAL SOILS REPORT FOR AMENDING SOil SHALL SUPERSEDE THE RECOMMENDATIONS LISTED lN THE SPECIFICATIONS. CONTRACTOR SHALL SUBMIT AGRICULTURAL SUITABILITY ANO FERTILITY ANALYSIS OF REPRESENTATIVE SOlL SAMPLES TO THE ARCHlTECT AND OWNER'S REPRESENTATIVE PRIOR TO ANY PLANTING WORK. 6. EXISTING PALMS INDICATED ''TO REMAlN IN PLACE" SHALL BE PROTECTED PER TREE PROTECTION SPECIFICATION. CONTRACTOR IS RESPONSIBLE FOR IRRIGATING ALL PLANT MATERIAL IMPACTED BY CONSTRUCTION UNTIL THE PROPOSED IRRIGATION SYSTEM IS FULLY OPERABLE. 7. PALM TREE LOCATIONS TAKE PRECEDENCE OVER IRRIGATION PIPING. STAKE PALM TREE LOCATIONS PRiOR TO TRENCHING FOR PIPE. 8. RECONNECT ANY IRRIGATION PIPES SERVlNG AREAS OUTSIDE LIMIT OF WORK THAT ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION. 9. THERE ARE EXISTING PALM TREES THAT ARE TO REMAIN. IF THESE PALMS ARE DAMAGED DURING PLANTING/ IRRIGATION OPERATIONS OR OTHER OPERATIONS ASSOCIATED WITH THE BUILOlNG IMPROVEMENTS, THEN THE CONTRACTOR IS RESPONSIBLE FOR REPLACING PALMS WITH THE SAME BOTANICAL VARIETY AND HAVE A HEIGHT OF 8' BROWN TRUNK HEIGHT. 10. All LANDSCAPE AREAS SHALL BE GRADED TO PROVIDE A MINIMUM OF 2% POSITIVE DRAINAGE. 11. FINISH GRADE SHALL BE 6 INCHES BELOW TOP OF PAVING IN SHRUB AND GROUNDCOVER AREAS AND 1 INCH BELOW TOP OF PAVING IN TURF AREAS. 12. PLANT PLACEMENT AND PLANT MATERIAL SHALL BE APPROVED BY THE ARCHITECT PRIOR TO PLANTING. 13. PROVIDE 6" SPECIFIED D.G. MULCH LAYER APPROVED BY THE GENERAL SERVICES DEPARTMENT FOR ALL SHRUB, VINE AND GROUNDCOVER AREAS EXCEPT WHERE SHOWN ON THE PLAN. 14. ALL PLANT MATERIAL SHALL BE CLIMATE GROWN. THAT IS THE NURSERY LOCATION SHALL BE IN THE SAME CLIMATIC ZONE AS THE SITE WHERE lT WILL EVENTUALLY BE PLANTED. 15. CONTRACTOR TO SUBMIT SUBSTITUTES TO LANDSCAPE ARCHITECT FOR REVIEW IF SPECIFIED MATERIALS ARE UNAVAILABLE 30 DAYS PRIOR TO INSTALLATION. 16. SUBMIT PHOTOS OF ALL PALMS (WITH PERSON FOR SCALE) TO ARCHITECT FOR APPROVAL. 17. PITS FROM PALM RELOCATION SITE SHALL BE FILLED WITH SOIL TOP 8" SHALL BE GRADE A TOPSOIL 18. NO PLANTING SHALL OCCUR UNTIL IRRIGATION SYSTEM IS INSTALLED ANO OPERABLE. 19. THE MAINTENANCE PERIOD WILL BEGIN ONLY UPON ACCEPTANCE IN WRITING BY THE ARCHITECT .. NTS 0 0 ----SEE PLANTING PLAN fOR SPACING BUILDING FACE-----.... OR WALL 6" DEEP DECOMPOSED - GRANffE LAYER CONCRETE PAVING EDGE OF PAVING, 0 CURB, MOW CURB OR + 0 .,. BUILDING ,_. + 0 COMPACTED SUBGRADE NATIVE SOll ---~ •, ' 1 /2 THE WlDTH OF ---PLAN EQ EQ PLANTING PLAN SPACING CURB OR PAVING (WHERE APPLICABLE) ROOTBALL _______ ,,.. SHRUB/ MASS PLANTING NTS TOP OF WALL 1'-8" SPREAD AND LOOSELY SECURE VINE ---+-(r_rP-'.)+-+--~:....;;.,.,c.:::-To AIRCRAFT CABLE W/FLEX!BLE r--r-'. PLASTIC TIES ' (0 I 1 / 4''x2" GALV. SCREW EYE (TYP.) 1 /8"¢ GALV. AIRCRAFT CABLE ,___,_ __ .._ 1--+---1:...,-.----VINE CROWN 1" ABOVE FINISH GRADE ELEVATION CMU WALL --------. -----·-1 / 4"x2" GALV. SCREW EYE (TYP.) 1 /8"</> GALV. AIRCRAFT CABLE SPREAD AND LOOSELY SECURE--,,/ VINE TO AIRCRAFT CABLE W/FLEXISLE PLASTIC TIES REMOVE NURSERY STAKE---... ROOTBALL-----""'7"--.J :::l <( ro ::r: I-t-o a ow DCO SECTION ,....,-~--6" DECOMPOSED GRANITE LAYER ~-~-PLANTING TABLET (3" MAX. BELOW GRADE ~---FINISH GRADE CONCRETE WALK PLANT PIT UNDISTURBED SOIL '---BACKFILL MIX -50% NATIVE SOIL DECOMPOSED GRANITE GROUNDCOVE NTS SHRUB 1/; SHRUB CROWN 1" . ABOV. E FINISH GRADE 6" D.G. MULCH LAYER -KEEP D.G. . ,·>.·.. MULCH AWAY FROM SHRUB CROWN .......... .. .. ,. .... ~ . . / BOULDERS TO BE APPROVED / BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY TO THE SITE 2x ROOTBALL DIA. MIN. SECTION 4" HIGH WATERING BERM ALL AROUND SHRUB PLANT TABLETS 3" BELOW GRADE --PLANT PIT W/ ROUGHENED SIDES BACKFILL MIX -5.0% NATIVE SOIL AND 50% AMENDMENTS (PUDDLE, SETTLE AND ELIMINATE AIR POCKETS) t NOTE;: 90% COMPACTED SUBGRADE BENEATH BOULDER /FINISH GRADE ,S:--BURY BOULDERS 1 /3 TO 1/2 .ITS DIAMETER NOTES: 1. ROCK SIZE AND PLACEMENT SHALL BE APPROVED BY THE LANDSCAPE ARCHtTECT. 2. ALL ROCKS SHALL BE PLACED SO AS NOT TO IMPAIR THE SPRAY FROM IRRIGATION HEADS. BOULDER PLACEMENT @ NTS LJJJ13.0 FOR BARE ROOT, CONTAINER GROWN, FIELD DUG OR BALL &: BURLAP SPECIMENS, TIE PALM FRONDS TOGETHER W/ORGAN!C TWJNE. KEEP FRONDS TIED FOR 90 DAYS AFTER TRANSPLANTING, OR UNTIL THE CITY LANDSCAPE INSPECTOR APPROVES REMOVAL. ,,----PALM TRUNK-SET PLUMB WITH FINISH GRAD£ ~--PALM CROWN SET AT SAME HEIGHT AS IT CAME OUT OF FIELD OR CONTAINER ~-ROOT8ALL -DO NOT TRIM ~-6" D.G. MULCH LAYER -KEEP D.G. MULCH AWAY FROM PALM CROWN ~-FINISH GRADE ,._,_,_ NATIVE SOIL --l--J 3x ROOTBALL DIA. MIN. "--4" DEEP DEPRESSED WATERING BASIN PLANT TABLETS (3" BELOW GRADE) 8ACKflLL SHALL BE WASHED PLASTER SAND. WATER JET BACKFILL DURING PLANTING TO PROVIDE MAXIMUM STABILITY. g N ' J! ON " ~~ • Oo l Oo ~ .. 0 ~ .. ~~ il ,,,,,, l ..,.., ,,, " . ' '"' I ~~ 8 REVIS!ONS: & DRAWN BY: TG CHECKED BY: PT RECORD DRAWINGS DATE: 08/01/07 AND 50% AMENDMENTS (PUDDLE, SETTLE AND ELIMINATE AIR POCKETS) VINE PLANTING ,.W _N_T_,S ____ _..;. _______________________________ t.3~4 ,...T_RA_N_S_P_LA_N_T_E....,O_· _A ___ N_D,_N_. EW_· _P_A_LM_· _T_R_E ..... E....;,P_LA_· ...... N_T~IN_G_. --------*-~-..,.-----+--4i----11 RJC{t: 0223 ......., @ SHEET OF NTS Ll.011.0 • ..,,x""'R""E;u;;.F:,___.,,._...,__ IRRIGATION PLAN ·-. --l PULL (8) SPARE WIRE~ AMO THE C~J!MON FROM CONTROllER '/¥ TO PULL BOX. CONNE:Ci 2" MAtNTO EXISTING IRRIGATION I MAIN SERVING. THE PICNIC AREA CONNECT I WIRES TO EX!srfNG VAL>IES AND PROVIDE I VAi.VE l.D. T~GS. SEQU!::NCE VA~ .. j· SERVING PICN!f AREA ,,CCORDINm.Y. / / / NOTES 1. SEE SHEET L· 4.02 FOR IRRIGATION LEGEND 2. SEE SHEET L-4.03 FOR PRESSURE LOS& CALCULATIONS. 3. SEE SHEET L--4.04 A.1110 l4.0.5FOR IRRtGATlON DETAILS / / 1t I I 1 1()' W"' 20' 7 SCALE 1• = 20' 0~ ~~ Co OQ ~.~ ~~ ~~ .. mm ~~ mm Xx ~~ I l! .,; :i ~ ,.. " !;;« ,-w """"' ""~ ~ ... ~ ~ ~"'~ ~o© o~N oe<m ~w< i NZ;./ ~ ~ REVISIONS: & I ' Ji ;; ~ ~ 2 s • I i .I! ® :z ~ a z 0 -~ -0::: 0::: - DRAWN BY: TG CHECKED BY: PT RECORD DRAWINGS DATE: 013/01/07 SHEET OF RJC!: XREF:· i I NOTES 1, SEE SHEET L--4.03 FOO PRE'~URE LO:SS CALCULATIONS, 2. $EE SHEET !.-4,04AND L-4,00F~ !RR!GATlON DETAILS, ' ' ~ 1RF1tQA TION PLAN / / / / ' / :' ;! ;.' f ,, ' SRRINKLER1LEGEND ~ SYM!IOL i ·01r·rnTF'I W.NUl"ACTURERIMOfll:l.11· f . ··-. 570.-lif'-~-'fl V VT TQ!IO . TUIIP/11141', HIW, r'•· 0 0 e + 1000 51111:;~\;Q11:m1;,,i,12r ~\liiF$1<i't -, ' . Cl el 0 + rooo ~1!iQ/v.11/15"'1$1' . l</!/IO 1 PULL (2l SPARE WIRES ANO THE C{JMMON FROM CONiROU.ER 'A' TO VA.I. VE 00:XAS. • MAKf' ENDS WATERPROOF, TAPEANDLAaEl ! AS ~SPARE \/'/IRES" AND PLACE INSIDE VALVE t 00)( X -.-.... --~"" _,,,,.ffUll!!IJ!ll · ·· · 'r" c:ccc;cfji'' ::·:~ ) ,. :•" .• ,' . ·, ,._'- '. j I ' ! ! ROTORS 0 0 ,.,._ -__ _,,_ ~---------~~---....,... H F l MAWUFACT @ @l RA!MltfID PACJHC Pi.Mncs H<W> '• ,. MODEL NO, I OESCR!PTlQI\I . ~C-sAM 11 .O T.,LO 14.0 l~ ffe'.'l'OR ·- -r---" -------: f\QW j(ll'M) i ! OETA!L io_'r_T H 1 71 Psi I RAO __ J ~ .... ·- 0.24, 0.-$0, -0.5, H) :,0 r-~6F1. ! 41~ . -· iJJi. u n, 10$. i -1:0 30 i2FT .. 4il-4M --• iUB, i 'H.i, 1 M;. 3:S 30 16Pi 4/ l.-.,t{!t4 . :',1AA1Mtt 30 l:&H liit4t¾ I "" . - GPM PSl RACHUS OE'l'Nl Q.8(), 1.17. :1il¼ % 26FT '!.I '..A.ti$ mer- Ill•-------.:..,.....,.,_., -,..__.,.-~~----·--------· --,~,.,... ... ~----~----~,--~-~·~-- NO SYMSOl U'q!~ 1 ,,j, • ' i ' ' ! --t ' ! f.,i~ff!-<,ltl,,i:Wfi,f.U,•,rnpMflf;,.1 ~~· ·-.,,~ VH¼~. -· ·-l-~~~·i ' Gr~f~MlN'Jll:'..~l -~----.. J D ul SCALE: 1• ~ 20' i I j i j l l - REVISIONS: & ---------DRAWN BY: TG CHECKED BY: PT RECORD DRAWINGS DATE: 08/01/07 L-4.02 SHEET OF ~ I ( I I ,• / / I • fflGA T!ON PLAN IRRJGATfON PRESSURE LOSS CALCULATIONS PIPING SHOWN WITHIN PAVING .FOR ClAf<!iTY ONLY ACTUAL MAINUNE AND LAlERALS L~ATION SHALL BE A MINIMUM OF 12" OFF HARDSCAPE .&,NO 01'Hl3R. OBSTJI..CLES TYP I NOTES i. SEE SHEli:'fJ_5 4.02 FOR IRRIGATION•Li:'&ENO. 2. SEE SHEET L..;U}S:,fOR PRESSURE LOSS · .. CALCULATIONS. ic:. • : • ·. • , •, 3:SieESHEEr L-4.04 AN0k4.05 FOR1R~GAT!ON ·• . DETAILS. L ..,........, ____ ,...... ___ """"':'--- """--••·-·---·~---·-··."·-·="'-.. ~ [ ~~L: (;; ;;ARE INIRES Ai\10 THE CQl\,!\40/1: I FROM CONTROLLER 'A' TO VALVE BOX A17. I, MAKE ENDS WATERPROOF' TAPE AND_ LABEL AS "SPARE WIRES• AND "'L.ACE lNSIOE VALVE l ...... s ... o .... x ..... ----·--------rr'1····· l 0 ON ~~ oo Oo ~~ ~~ ~~ m~ •• ~~ xx ·~ REVISIONS: & DRAWN BY: CHECKED BY: RECORD. DRAWINGS I ' " .!! ~ • ii. s C = I j 1 @) - TG PT DAT£: 08/01 /07 L-4.03 SHEET OF RJC#: 0223 XREF: GENERAL IRRIGATION NOTES 1. PRIOR TO COMMENCING ANY WORK,· VERIFY LOCATION OF UNDERGROUND UTILITIES. FOR YOUR DIGALERT I.D. NUMBER CALL: UNDERGROUND SERVICE ALERT 1-800-422-4133 CALL TWO WORKING DAYS BEFORE WORK BEGINS 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIM OR HERSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS AND OTHER OBSTRUCTIONS. CONTRACTOR SHALL COORDINATE WORK WITH THE WORK OF OTHER TRADES FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING STRUCTURES & OTHER OBSTRUCTIONS. 3. LANDSCAPE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF PVC ELECTRICAL CONDUIT ELL (FOR CONTROL WIRE FOR IRRIGATION CONTROLLER) WITH ELECTRICIAN. 4. CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN PVC SLEEVES. COORDINATE SLEEVE INSTALLATION WITH OTHER TRADES TO ENSURE PROPER AND TIMELY INSTALLATION IN LOCATIONS REQUIRED. 5. CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN DURING DESIGN PHASE. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING CONDITIONS ON SITE AND CONTACTING THE ARCHITECT. WHEN PROBLEMS BECOME APPARENT, CONTRACTOR SHALL MAKE APPROPRIATE ADJUSTMENTS TO ENSURE THAT IRRIGATION COVERAGE IS 1 00% IN ALL PLANTING AREAS AS ACCEPTED BY THE ARCHITECT. OTHERWISE, CONTRACTOR MUST ASSUME FULL AND COMPLETE RESPONSIBILITY FOR ANY ANO ALL NECESSARY REVISIONS. 6. THE CONTRACTOR SHALL PROVIDE AN UP.-TO-DATE AND COMPLETE "AS-BUILT" RECORD SET OF PRINTS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. BEFORE THE TIME OF THE FINAL OBSERVATION, THE CONTRACTOR SHALL TRANSFER ALL INFORMATION FROM THE "AS~BUILT" SET TO A REPRODUCIBLE PLAN, PROCURED FROM THE ARCHITECT. ALL WORK SHALL BE NEAT AND LEGIBLE. 7. ALL EXPOSED PIPE AND JOINTS SHALL BE SHADED WHENEVER TEMPERATURES EXCEED 100 DEGREES FAREN HEIT. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR BECOMING FAMILIAR WITH ALL UNDERGROUND UTILITIES AND PIPES. IF ANY HAROSCAPE, UTILITIES OR LANDSCAPE INDICATED ON THE APPROVED PLANS IS DAMAGED OR REMOVED DURING CONSTRUCTION, IT SHALL BE REPAIRED AND/OR REPLACED IN KIND AND EQUIVALENT SIZE PER THE APPROVED PLANS. 9. VERIFY ALL IRRIGATION AND ELECTRICAL POINTS OF CONNECTION WITH THE OWNER PRIOR TO COMMENCING ANY WORK. 1 0. CONTRACTOR SHALL REFER TO PLANTING PLAN FOR LOCATION OF TREES/PALM AND CONTAINER PLANTINGS PRIOR TO TRENCHING FOR IRRIGATION LINES. TREE/PALM LOCATIONS TAKE PRECEDENCE OVER IRRIGATION PIPING. STAKE TREE/PALM LOCATIONS PRIOR TO TRENCHING FOR PIPE. 11. DAMAGED IRRIGATION EQUIPMENT OR PIPES WITHIN THE LIMIT OF WORK AREA WHICH SERVICE AREAS OUTSIDE THE LIMIT OF WORK SHALL BE REPAIRED OR REPLACED IN-KIND. 12. THE MAINTENANCE PERIOD WILL BEGIN ONLY UPON ACCEPTANCE IN WRITING BY THE ARCHITECT. 13. OWNER SHALL BE RESPONSIBLE FOR LONG-TERM MAINTENANCE OF SPECIFIED LANDSCAPE AREAS OF PROJECT. CONSTRUCTION IRRIGATION NOTES 1. THESE SYSTEMS ARE DESIGNED TO SUPPLY A MINIMUM OF 30 PSI AT THE SPRINKLER HEADS. 2. CONTRACTOR TO OBTAIN A STATIC WATER PRESSURE READING AT THE POINT OF CONNECTION PRIOR TO ORDERING ANY IRRIGATION MATERIALS AND PROCEEDING WITH INSTALLING THE IRRIGATION SYSTEM. INSTALL A PRESSURE REGULATOR ON DOWNSTREAM LEG OF BACKFLOW PREVENTER PER DETAIL 4/L-4.05. 3. VERIFY EXACT LOCATION OF ALL UNDERGROUND UTILITIES AND ABOVE GROUND OBSTACLES WITHIN WORK AREA PRIOR TO START OF CONSTRUCTION. IF A CONFLICT EXISTS BETWEEN OBSTACLES AND THE PROPOSED WORK, CONTRACTOR SHALL PROMPTLY NOTIFY ARCHITECT TO ARRANGE FOR RELOCATIONS, IF REQUIRED, PRIOR TO START OF. CONSTRUCTION. 4. ALL IRRIGATION LINE UNDER PAVING SHALL BE SLEEVED WITH PVC SCH 40 PIPE. SLEEVE SHALL BE 2 TIMES THE DIAMETER OF PIPE TO BE SLEEVED. 5. ALL ELECTRICAL WIRE UNDER PAVING SHALL BE INSTALLED IN PVC SCH 40 CONDUIT. KEEP SEPARATE FROM WATER LINE SLEEVES INDICATED ON DRAWINGS. 6. ALL SPRINKLER HEADS SHALL BE INSTALLED AND ADJUSTED TO KEEP WATER OFF ALL PAVING, WALKS AND WALLS. 7. MANIFOLD GROUPS OF CONTROL VALVES, BALL VALVE AND QUICK COUPLER VALVE PER DETAIL 2/L-4.04. 8. IRRIGATION PIPE AND SPRAY HEADS TO BE INSTALLED A MINIMUM OF 48" FROM THE TRUNK OF TREES. 9. IRRIGATION MAINLINE AND ALL EQUIPMENT IS SHOWN DIAGRAMATICALLY. PIPING SHOWN WITHIN PAVING FOR CLARITY ONLY. INSTALL MAINLINE IN PLANTING AREAS AND 18" FROM ANY HARDSCAPE OR OTHER OBSTACLES WHENEVER POSSIBLE (TYP). 10. ALL LATERAL ENDS TO BE 3/ 4" UNLESS SHOWN OTHERWISE. (D PLUG INSTALLATION STEPS 1. INSERT WIRES THROUGH HOLES IN CASE OF BODY. 2. TWIST STRIPPED WIRES TOGETHER AND APPLY CRIMP SLEEVE WITH AN INDENT lYPE CRIMPING TOOL. TRIM EXCESS BARE WIRE. 3. FILL PLUG TO BRIM WITH DS-300 SEALANT (DS-100 ONLY). 4. INVERT BODY AND INSERT PLUG INTO BODY UNTIL IT SNAPS TIGHT. 5. PUSH WIRES ALL THE WAY INTO THE PLUG TO COMPLETELY SEAL THE CRIMP. • 6. BE CERTAIN SEALANT HAS FORMED INTO ALL HOLES IN BODY (DS-100 ONLY). NOTE: FITS AWG #18, #14, #12 OR #10 WIRE 0 CRIMP SLEEVE 0 ) BODY WIRES WIRE CONNECTOR NTS FINISH GRADEc--..._ UNDISTURBED SOI SCH 40 SLEEVES (UNDER ALL HARDSCAPE) 18" WITHIN LANDSCAPE, VARIES ,,.,,> ;{_,;C:.5(;'.(V/ ,, '' ','s/'.·.:,' APPROVED CLEAN BACKFILL (90% COMPACTION WITHIN LANDSCAPE, 95% COMPACTION UNDER PAVING) 12" WITHIN LANDSCAPE, 24" UNDER VEHICULAR PAVING 30" UNDER VEHICULAR PAVING PVC NON-PRESSURE PIPE :>l\'ii<J,..-PVC PRESSURE PIPE t:01'l11"L_SCH 40 SLEEVES (UNDER ALL DETECTABLE TAPE:.__ ___ _ ~~~;;:'111] HARDSCAPE) REMOTE CONTROL VALVE ---l~~i~~ REMOTE CONTROL WIRE IN PVC SCH 40 ELECTRICAL CONDUIT WIRE ALONGSIDE PRESSURE PIPE - BUNDLE & TAPE EVERY 10 FEET NOTE: 1. WHEN TWO OR MORE PIPELINES ARE INSTALLED IN THE SAME TRENCH, THEY SHALL BE INSTALLED SO THAT EACH PIPELINE, VALVE, OR OTHER PIPELINE COMPONENT MAY BE SERVICED OR REPLACED WITHOUT DISTURBING THE OTHER. TRENCH IN HARDSCAPE/LANDSCAPE • 5 NTS 2" IN SHRUB AREAS, FLUSH W/FINISH GRADE IN TURF------. AREAS FINISH GRADE; L4.01 4.04 ./ ___ POP-UP SPRAY OR BUBBLER HEAD ,----2" MIN., 3" MAX. FROM CURBS, WALKS, 6" FROM WALLS. POP-UP BODY VC SCH 80 NIPPLE (LENGTH AS REQ'D) __.--PVC SCH 40 STREET ELL :__.---PVC SCH 40 ELL :!/ir,----PVC SCH 80 NIPPLE (LENGTH AS REQ'D) PVC SCH 40 STREET ELL PVC SCH 40 TEE ( SST) OR ELL ( ST) PVC NON-PRESSURE LINE POP-UP SPRAY/ BUBBLER HEAD 6 NTS L4.01 4.04 FULL PORT BALL VALVE ----, PVC SCH 80 THREADED ---, NIPPLE -lYP. (LENGTH AS REQ'D) FINISH GRADE---, PVC SCH 40, 45• ELL (SxS) -lYP PVC PRESSURE PIPE NOTES: 1 . USE TEFLON TAPE ON ALL THREADED CONNECTIONS. FULL PORT BALL VALVE NTS ,---VALVE BOX AND LID PVC SCH 80 U.NION (THREADED) PVC SCH 40 FEMALE ADAPTER (2 REQ'D) 3• MIN. DEPTH OF 3/4-INCH WASHED GRAVEL T----BRICK OR CONCRETE SUPPORTS (END TO END UNDER PERIMETER OF VALVE BOX BOTTOM) UNDISTURBED/ COMPACTED SUBGRADE --QUICK-COUPLING VALVE, SIZE PER .IRRIGATION EQUIPMENT LEGEND ? I I I PVC NON-PRESSURE PIPE (LATERALS-TYP.) REMOTE CONTROL VALVES, SIZE PER PlAN (lYP.) "----FULL PORT BALL VALVE, MAINLINE SIZE -.._._ _____ PVC PRESSURE PIPE (MAlNLINE) VALVE MANIFOLD (TYP.) NTS CONNECT WIRES TO VALVE USING ORI-SPLICE CONNECTORS FINISH GRADE VALVE 1.D. TAG ------.. 18" PVC PRESSURE PIPE CONTROL WIRE W/4'--+--HH-- MIN. EXTRA WIRE COILED, & TAPED AT 10 FT INTERVALS PVC SCH 40 TEE (SSS) BRICK OR CONCRETE SUPPORTS (END TO END NOTES: VALVE BOX AND LID -REMOTE CONTROL VALVE PVC SCH 80 UNION (THREADED) PVC SCH 80 THREADED NIPPLE • -lYP. (LENGTH AS REQ'D) 2" PVC NON-PRESSURE PIPE PVC SCH 40 FEMALE ADAPTER (TYP.) (SxT) 1 CU. FT MIN. PEA GRAVEL SUMP UNDISTURBED/COMPACTED SUBGRADE UNDER PERIMETER OF VALVE BOX BOTTOM) 1. USE TEFLON TAPE ON ALL THREADED CONNECTIONS. REMOTE CONTROL VALVE NTS g N ' ,j ON ~ • == ~ Oo ~ OQ " ~= :;; == V ~~ • a ' . il ~~ vv ; ~~ s. .. • zx ] i L~ ~ ~ 19 z ~ ,.,;;r ~ ~u ~ ~ .. >~ .. = ~~M ~ <~= ~o= QLN o;,~ =~< i NZU ~ i REVISIONS: & DRAWN BY: TG CHECKED BY: PT RECORD DRAWINGS DATE: 08/01 /07 L-4.04 SHEET OF RJC#: 0223 XREF: ,-------VALVE BOX AND LID ,-------FLOW SENSOR BRICK OR CONCRETE-~ SUPPORTS (END TO END UNDER PERIMlliR OF VALVE BOX BOTTOM) MIN. UPSTREAM LENGTH OF STRAIGHT PIPE = 10 x PIPE DIAMETER 3" MINIMUM DEPTH OF---~ 3/4-INCH WASHED GRAVEL FLOW SENSOR NTS THREADED RED BRASS ~-"-"' COUPLING BRICK OR CONCRETE-~ SUPPORTS (END TO END UNDER PERIMETER OF VALVE BOX BOTTOM) ,------TWO (2) CONDUCTOR TWISTED PAIR SHIELDED DIRECT BURIAL CABLE FOR CONNECTION TO TRANSMITTER. PROVIDE 24" EXTRA COILED ,rllt:,,,,. __ _.,.. CABLE (DO NOT BEND) FOR FUTURE SERVICE OF SENSOR. PVC MAINLINE (SEE PLAN FOR SIZE) PVC SCH 40, 45· ELL (sxs. 2 REQ'D) 1-1/4" SCH 40 CONDUIT WITH SWEEP FOR FLOW SENSOR CABLE (TO CONTROLLER). SEAL CONDUIT OPENING WITH REMOVABLE PUTTY. '------MIN. DOWNSTREAM LENGTH OF STRAIGHT PIPE = 5 x PIPE DIAMETER ~-----UNDISTURBED/COMPACTED SUBGRADE ,---QUICK COUPLING VALVE WITH ACME THREAD AND LOCKING COVER 18" VALVE BOX W/LID FINISH GRADE 3" MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL -+--RED BRASS NIPPLE (LENGTH AS REQ'D) RED BRASS RISER~----=:::....:i (LENGTH AS REQ'D) UNDISTURBED/COMPACTED SUB THREADED RED BRASS ELL-'-~ RED BRASS RISER (LENGTH AS REQ'D. QUICK COUPLER NTS BALL VALVE PVC SCH 80 THREADED NIPPLE -TYP. (LENGTH AS REQ'D) WATERPROOF WIRE CONNECTORS FINISH GRADE -,----, PVC SCH 40, 45'--'1<---',,,;;liiili ELL (SxS) -TYP 3"-6" PVC PRESSURE PIPE TO EXISTING SYSTEM VALVE WIRES --- PIPE AND WIRE PULL BOX NTS 1 CU. FT CONCRETE FOOTING ON COMPACTED SUBGRADE PVC PRESSURE PIPE PVC SCH 40 COUPLER (SxT) ,---VALVE BOX AND LID PVC SCH 80 UNION (THREADED) PVC SCH 40 FE~ ADAPTER (2 REQ D) -3" MIN. DEPTH OF 3/4-INCH WASHED GRAVEL BRICK OR CONCRETE SUPPORTS (END TO END UNDER PERIMlliR OF VALVE BOX BOTTOM) UNDISTURBED/ COMPACTED SUBGRADE REDUCED PRESSURE BACKFLOW TYPE BACKFLOW PREVENTER ASSEMBLY #1 BRASS SHUT-OFF VALVE WYE STRAINER CONCRETE ------ FOOTING ~---#2 BRASS SHUT-OFF VALVE ,----COPPER NIPPLE (3" LONG, TYP.) r---COPPER ELL (TYP) ~-RED BRASS UNION (TYP) ,,---COPPER RISER (LENGTH AS REQ'D, TYP) ,,,-------PRESSURE REGULATOR ' ' N IX) 1 CU. FT. MIN. CONCRETE THRUST BLOCK FOR 2" ASSEMBLIES ONLY (NOT REQ'D FOR ASSEMBLIES SMALLER THAN 2") NOTES: POLYETHELENE TAPE '--COMPACTED SUBGRADE FLOW PVC PRESSURE PIPE PVC SCH 40 FEMALE ADAPTER COPPER NIPPLE (8" LONG) 1. BACKFLOW PREVENTER ASSEMBLY SHALL BE TESTED UPON INSTALLATION BY A CERTIFIED BACKFLOW DEVICE TESTER. CONTRACTOR SHALL PROVIDE OWNER WITH WRITTEN RESULTS COMPLETED BY A CERTIFIED BACKFLOW TESTER. 2. PRIOR TO BACKFLOW PREVENTER'S ACCEPTANCE BY OWNER, ALL METAL IN CONTACT WITH CONCRETE SHALL BE POLYETHYLENE WRAPPED USING 2" WIDE PLASTIC BACKED ADHESIVE TAPE MIN. 8 MILS. THICK 1 /2" OVERLAP. 3. CONCRETE PAD TO BE 2• ABOVE GRADE. CONCRETE PAD SHALL BE 4• THICK AND 18" WIDE (MIN.) (520-C-2500). 4. FACTORY ASSEMBLED REDUCED PRESSURE PRINCIPLE ASSEMBLY SHALL BE INCLUDED IN THE EDITION OF THE "APPROVED FOR SERVICE ISOLATION IN CALIFORNIA PUBLIC WATER SYSTEMS" ISSUED BY THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICES, OFFICE OF DRINKING WATER. 5. ALL RISERS, ELBOWS AND UNDERGROUND PIPING SHALL BE COPPER. BRASS UNIONS ARE ACCEPTABLE. BACKFLOW PREVENTER ASSEMBLY 4 NTS CONNECT WIRES TO VALVE USING DRI-SPLICE CONNECTORS FINISH GRADE---~ VALVE I.D. TAG --~ ' 0:, - 2-PVC SCH 40, 90". ELL (SxS) PVC PRESSURE PIPE-TYP (SEE PLAN FOR SIZE) BRICK OR CONCRETE SUPPORTS (END TO END UNDER PERIMETER OF VALVE BOX BOTTOM) PVC SCH 80 UNION (THREADED) _ __, MASTER CONTROL VALVE NTS L4.01 4.05 ,---VALVE BOX AND LID ..----MASTER VALVE, NORMALLY CLOSED r--TWO (2) CONDUCTOR TWISTED PAIR SHIELDED DIRECT BURIAL CABLE FOR CONNECTION TO TRANSMITTER. PROVIDE 24" EXTRA COILED CABLE (DO NOT BEND) FOR FUTURE SERVICE OF VALVE. 3-PVC SCH 80 THREADED NIPPLES (LENGTH AS REQ'D) PVC PRESSURE PIPE, ALIGN W/ FLOW SENSOR (SEE PLAN FOR SIZE) ~;p,-. PVC SCH 40 FEMALE ADAPTER (1YP.) (SxT) 1 -1 / 4" SCH 40 CONDUIT WITH SWEEP FOR MASTER VALVE CABLE (TO CONTROLLER). SEAL CONDUIT OPENING WITH REMOVABLE PUTTY. 3" MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL UNDISTURBED /COMPACTED SUBGRADE 2" IN SHRUB AREAS, FLUSH W/FINISH GRADE IN TURF AREAS FINISH GRADl3 __,,---POP-UP ROTOR HEAD WITH NOZZLE ,---6" MIN., 8" MAX. FROM EDGE OF HARDSCAPE, WALL, ETC. POP-UP BODY VC SCH 80 NIPPLE (LENGTH AS REQ'D) ---PVC SCH 40 STREET ELL :...----PVC SCH 40 ELL im=----PVC SCH 80 NIPPLE (LENGTH AS REQ'D) PVC SCH 40 STREET ELL PVC SCH 40 TEE (SST) OR ELL (ST) PVC NON-PRESSURE LINE GEAR-DRIVEN POP-UP ROTOR 1 NTS 45 DEGREE ELL 2 ,.___,3 '--L~>--~ ,~ 90 DEGREE ELL 3 1 F ~ ~~ ~ 90 DEGREE ELL I<\ BACKFILL TRENCH I_V PER SPECIFICATIONS r::;-\ CONCRETE THRUST \::;./ BLOCK, TYPICAL @ MAINLINE PIPE © UNDISTURBED SOIL L4.01 4.05 NOTES: 1 . ALL CONCRETE USED IN THRUST BLOCKS SHALL BE 470-C-2000. SUPPLY LINES 2" IN DIAMETER AND LARGER SHALL RECEIVE CONCRETE THRUST BLOCKING. BELL AND GASKET PIPE MAY USE PIPE RESTRAINT SYSTEMS. 2. THRUST BLOCKS SHALL BE A MINIMUM OF 1 CUBIC FT. OF CONCRETE. PIPE SHALL NOT BE ENCASED IN CONCRETE. 3. ALL MAINLINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE MANUFACTURER'S INSTALLATION SPECIFICATIONS. 4. ALL TRENCH DEPTH AND WIDTH SHALL BE PER THE SPECIFICATIONS. WRAP PLASTIC FITTINGS IN CONTACT WITH CONCRETE USING BLACK PIPE TAPE. THRUST BLOCKS NTS NOTES: 1. THE CONTROLLER SHALL BE INSTALLED AND WIRED IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTRUCTIONS AND LOCAL ELECTRICAL CODE. 2. APPLY 'ARMAGLAZE' OR EQUAL ANTI-GRAFFITI! COATING PER MFR SPECIFICATIONS ,---HYDRO-SAFE HS-16 CONTROLLER ENCLOSURE. EVOLUTION ANTENNA.-----~ ,---RAIN MASTER DX2 ---~ CONTROLLER PANEL. EVOLUTION COMMUNICATION BOARD 120-VOLT SERVICE IN 3/4" PVC CONDUIT CONTROLLER SUB-ASSEMBLY(CSA) INCLUDES GFI &: TERMINAL STRIPS WITH PLACARDS. I ,!#I RAIN MASTER DX2 STATION TERMINAL STRIPS. • l•~•l#I• ' ! FINISH GRADE. ' I I !" F~=F"'ttr;,-t"'-":::',m-~ "' I.....:_nT 0 CONCRETE. PAD Wi'TH 1/2% SLOP~E. . FOR DRAINAGE 3/4" DIA X 8' GROUND ROD W/ #10 GROUND WIRE AND CLAMP PVC LONG CONTROL WIRES SWEEP ELL -SIZE AS REQUIRED. 1-1 /2" PVC CONDUIT FOR FLOW SENSOR-~ AND MASTER VALVE CABLE DIRECT BURIAL CONTROL WIRES TO CONTROL VALVES W/ DETECTABLE TAPE ABOVE S.S CONTROLLER ENCLOSURE 3 NTS L4.01 4.0 ~ 0 iil ' ~ ON • ~m J Oo Oo ww ww ~~ • • ~~ 2 ~~ ; ~~ "-,ex . ~~ ~ ~ ~ ® REVISIONS: & DRAWN BY: TG CHECKED BY: PT RECORD DRAWINGS DATE: 08/01 /07 L-4.05 SHEET OF RJC#: 0223 XREF: F.O.M. F.0.M. • «:I' I 00 ~ .02 F.O.M. • «:I' I L{) N F.O.M. • 0 I 0 ~ • N I «:I' 5'-3 1/2 I-----/ I 11 Ii===== I I I I I I \ \ I I \ \ \ \ I I I \ \ I I I \ \ \ \ \ • N ' ~ «:I' I . ~ ~ 2·-10" \ l I I I') I 0 ~ +I FIRST FLOOR PLAN 14' -0 1 /2" 0 u: • (0 I C.11 >--H ,-..... ( RENTAL-SL / STORAGE..., 1 101 I 107 M.O. 1 o' -9" TIDEPOOLS 11 STORAGE C. 1 11 o I STORAGE 110a I M.O. 3'-4"1'-3"9" 3'-4" FD -1-= 15' -4" 7'-4" M.O. -~----~ • MARINE UFE SUPERVISOR CONCE SIONS 1 ----. 4• -o" .. __ ·• J·--=-~ ~-- :flRSJ'" ~-"tt • O'l ~ I -------------1;=::==;: ~UIJ.;;P~ I ->I.-+-~~ . N 8' -5" 4• -0" 16 -6 ll II 4• -5" 1------7 ll ! I 1-------1 H !I 1-·-----~ JI ii II 11 ll------7 II l I 1------·-1 II 11 1--·--·---J II ll !.! u UFEGUARD OFFICE I 101 I 7' -4" M.O. 15'-4" 53' -9" A- ~ 0 u: ~ 0 4'-o"u... 3'-10" 1'-6' 14' -9" 5'-11" 1 • N ' ~ r'l I ~ +I ~ UFEGUARD -...._ STORAG9/ \ 03 \ I -..,. (1038) 8' -0" M.O. 14'-5 1/2" \ 4'-4" ~ \ \ \ \ \ \ F.O.M. F.O.M. \ \ \ \ \ F.O.M. I \ I \ \ \ I f9 I L_----~--=It I I I _____ / 4'-7 1/2" \ \ I \ \ I \ \ \ \ \ I \ \ I I F.O.M. I I F.O.M . F.O.M. • 0 I 0 ~ • 0 I . co • 0 I 0 • «:I' I 00 ~ 00 I a, L{) A- GENERAL NOTES: KEY NOTES:Q 1. SEE SHEET A-9.01 FOR WALL TYPES. r:7 INDICATES EXTENT OF ROOF LJ OVERHANG. • SEE PLUMBING DRAWINGS • FOR 2. STUB-OUT LOCATIONS FOR HOT AND COLD WATER, AND GAS AT CONCESSIONS. SEE SHEETS A-L7.01, A-L7.02, & 3. A-L7.03 FOR INTERIOR ELEVATIONS. FLOOR FINISH IS SEALED CONCRETE 4. UNLESS NOTED OTHERWISE. LEGEND: CERAMIC TILE IN FULL MORTAR BED. INDOOR/OUTDOOR CARPET FIRE DEPARTMENT NOTES: 1. APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED ON ALL NEW AND EXISTING BUILDINGS I SUCH A POSITION THAT IS PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING OR ROAD FRONTING THE PROPERTY. SAID NUMBERS SHALL BE OF NON-COMBUSTIBLE MATERIALS, SHALL CONTRAST WITH THEIR BACKGROUND, AND SHALL BE EITHER INTERNALLY OR EXTERNALLY ILLUMINATED TO BE VISIBLE AT THE NIGHT. NUMBERS SHALL BE NO LESS THAN 6" IN HEIGHT WITH A ONE-INCH STROKE. SEE A-L3.01 FOR LOCATION. 2. • A MINIMUM OF ONE 2A 10 BC EXTINGUISHER SHALL BE PROVIDED FOR EACH 3,000 SQUARE FEET OF FLOOR AREA. TRAVEL DISTANCE TO THE EXTINGUISHER SHALL NOT EXCEED 75 FEET. 3. CONCESSIONS KITCHEN TENANT IMPROVEMENT WILL BE BY OTHERS UNDER SEPARATE CONTRACT. TYPE K EXTINGUISHERS MAY BE REQUIRED. 1 r::;-l • 18" HIGH CONC. MASONRY ~ SEAT-WALL W/ PRECAST CONC. CAP. 0 NOT USED. r:7. BASE CABINET W/ STAINLESS LJ STEEL SINK, SEE PLUMBING DWGS. 0 STAINLESS STEEL COUNTER TOP . r;;l COPPER DOWNSPOUT W/ 3 L:'.J DOWNSPOUT HANGERS PER SMACNA FIGURE 1-35J AND 75 DEGREE PLAIN ROUND. ELBOW AT 4" ABOVE FINISH GRADE. 0 FUTURE KITCHEN EQUIPMENT • LOCATION N.I.C. lo] WALL HUNG LAVATORY. SEE L'.:J PLUMBING DWGS. inl FLOOR MOUNTED WATER CLOSET L:'.J (DISABLED ACCESS MODEL). SEE PLUMBING DWGS. ~ 36" LONG STAINLESS STEEL GRAB BAR. El 42" LONG STAINLESS STEEL GRAB BAR. ~ NOT USED. Q 60" rt, DISABLED ACCESS ~ TURNAROUND. • r.;-:;-J DISABLED ACCESS SIGNAGE (AT LJ DOOR AND AT LATCH SIDE). El SKYUGHT ABOVE. Q GALVANIZED PAINTED T.S. LJ COLUMN. SEE STRUCTURAL. Q ELECTRICAL PANEL SEE LJ ELECTRICAL DWGS. Q WATER HEATER. SEE PLUMBING LJ DWGS. Q SURFACE MOUNTED Ll EXTINGUISHER. · FIRE I 20 I FLOOR SINK. • ~] SAND INTERCEPTOR. el 8"X16" FACTORY FINISHED ALUMINUM BLOCK VENT W/ 50% FREE AREA. el FIXED SHOWER CURTAIN ROD. el EXIT SIGN. r,.;-;] 5' -O"X5' -0" CLEAR FLOOR AREA L=::'_J @ EXIT DOOR. MAX. SLOPE = ¼" I 1 '-0" NORTH ® 0 2' 4' 8' 1/4" = 1'-0" .. 8 N • ~ ON • ~~ .I oo ~ Oo i .. ~~ ~ ~~ V ~~ C mm • C .... • mm e .!\ %X j ~~ 1! ~ e REVISIONS: ~ ~~~1§}~~ DRAWN BY: JC CHECKED BY: HH,JB RECORD DRAWINGS DATE: 08/01 /07 A-L2.01 SHEET OF RJC#: 0223 XREF: • r--.. I . ~ • ~ I . co ~ • ;!;;: co I . r--.. c., z z w 0.. 0 I c., ::) 0 0::: 0 z z • w ;!;;: 0.. CO 0 I I r--.. C, :::i • 0 I . t<') 0 w 0 w 0 w 0 w • 0 ~ . N SECON:> FLOOR PLAN AND ROOF PLAN ·rn·. · I p W • --+·-1----'.._ N o.; • ' 0 I . .,J .• . en © I . .. · .... 1··, • . . . . . . . I SLOPE @¾".!FT.;.·MI. w a. g Cl) OPEN OPEN A-L2.02 A-9.02 'TYP. ® 3' -2" .2 T'r'.P. • 2 TYP .• • 15' "4" 8' -4". .•••.•.•• .1 • .•• ·•· •.• .•.• ... •· •• • ..• . ····•··.·.··.sroRAGE•··.•·· • ]2021 •• • . ' ' ' ·. 202A. g' -0" 3' -0" 17 Jf-----,11-1.2.02 A-9.02 A-L2.02 A-9.02 • LO r : ¼ l'YP. 'TYP . OPEN OPEN T'r'.P. ~ 4' -1 1/. SLOPE @ ¾" I FT. IN. ···· • • Ii • • I .. • . i •• I . . . I ' 'SI' I 0 w c., z z • w ;,f;;:o.. <X) 0 1:i: r---c., • ::) r--.. O I Ct: ~ 1 KEY NOTESQ r-.;7 .DASHED LINE BUILDING L.'.J FOOTPRINT BELOW. r;:;-1 BUILT-UP ROOFING W/ A GRAVEL L=J FLOOD COAT. 0 2X6 WOOD COMPOSITE SCREEN. r:7. ROOF AND OVERFLOW DRAINS. LJ SEE PLUMBING DRAWINGS. 0 ELASTOMERIC DECK COATING. 0 GALV. STEEL GUARDRAIL r:;l FREE STANDING PLASTIC LAMINATE LJ WORK BENCH . 0 SKYLIGHT. ICBO ER-1998 ~-MECHANICAL EQUIPMENT PER L:'.J MECHANICAL DRAWINGS. ~ COPPER FLASHING. B WOOD COMPOSITE CLAD JOIST. ~ LINE OF STOREFRONT ABOVE GENERAL NOTES: 1. SEE SHEET A-9.01 FOR WALL TYPES. LEGEND: 0 ~ 1 /4" INDOOR/OUTDOOR CARPET NORTH ® 2' 4' 8' -1'-0" 8 N ' " s ON • ~~ i. OQ OQ • "'"' ~ "'"' ~~ e ~~ ii v~ t' mm ~x j ~~ -2 ~ ® REVISIONS: DRAWN BY: JC CHECKED BY: HH,JB RECORD DRAWINGS DATE: 08/01/07 A-L2.02 SHEET OF RJC#: 0223 XREF: • B C 1 // . f= .... II /3 II "I -L4.0 ·~ "I / ~ II . II # I ! . Ii 0 EQ. ' EQ. ,. I, I, i . ,, ,. I . J g~· // f 7 II . i' i r , I 3 - 118\ T A-12,_03\A-,9'.01 i - \ ~[31 ~ I \ \ \ 4 ~ \ i 4 . .... --'-..... -.... ..... -... -- ' . ~ ~ . "i ' -\_ 6 -I I ~ \ . I \ : \ \ - \ '-~ - \ " \ \ I [ .u . ..... ~/ 1 '\.. I . ~-L4.o/ i I •• 6 . , ., 8" 15'-4" A C ROOF PLAN D . -. . ·-'-,. . . a) EQ. I . ·-· "-----" i.. OCl I . ~ ----____ ...., '• OCl I - ---'--·---" I<": CX) I N . . . -': CX) I N _______ _! I.: (X) I N _______ _, fC: CX) I N _______ _:, I<". co I N ________ _, '• co I N f--·-------" i.. CX) I . N ·-·-·---' ... . . ' 0 N I .... --' I ~ .• . ~ ' N ' ' . D-~ • 0 \ I . '° N I . . • ·' u ~ ' . I ' ~ , , 8 , D F . "' \ \ \ ~ \ \ \ \ ' \ ~ 7 ' 0 ' ~ ~ 1 ~ ~ \ . \ II i /1 I -~ ill ~ I I V u ' j ( "--,, , , - ff 7 # JI 7/H IL . tA1 I II ' f -' Ii ff I Ii -l E 1 . 2 3 4 4 I 5 181 . \:, 1 KEY NOTES□ 111 DASHED LINE BUILDING L'..J FOOTPRINT BELOW. 0 STANDING SEAM COPPER ROOF: 0 2X6 WOOD COMPOSITE SCREEN. GJ COPPER DOWNSPOUT. 0 COPPER GUTTER . Jc7 PLUMBING VENT PER DETAIL L.'.:_I 5/A-9.02. 0 SKYLIGHT. NORTH @ 0 2' 4' a· ~-1/4" = 1'-0" REVISIONS: & DRAWN BY: JC CHECKED BY: FC RECORD DRAWINGS DATE: 08/01/07 A-L2.03 SHEET OF RJC#: 0223 XREF: STAIR I 10? FEGUARD LI OBS ERVATIOI ROOM I 201 2 ~'A - '~ ' ~ I ~ .,--J 1 ~ ~ ~-i ~ ~ • .,,,.---j 1 f---/ -~~ i ,, 1§1 - ~ • . REFLECTED CELING PLAN -SECOND FLOOR 2 @h II II RENTALS/ STORAGE 11 o7 I ~ X TIDE POOLS STORAGE 1 11 o I I - STORAGE 1108 1 - MARINE LIFE REFUGE SUPERVISOR I 109 L +8'-0 I - I )< 7~1/ 1==1=i===-ii=t======½==i==1 ,-:.x~==r====-==""""-f~x..;:;.i l==l=!=====H;;-;;=====t~ 1 X 1 1 r X \\===t::'.'.::::~::J==i:_::J===~"""'!:::l======l:_::f==J l===========~'f==i:::_!=====l::::l~====t::Ht::::::::::i~====\\ 10 -1%: --· •✓,, t% ·, -~ -•NS 106 . - LIF ., ·I 1" D RESTROOM ~ ~ E;J 1 n4 ~c '-< " ~ ~ "-I-OJ \_ 8 11 STAIR I~ ~ I 1 O'> - i~ I-ill SHOWER I 105 __ 1__0' .n" ~\===\~,\\ ~6 \\ "'-----1 / '\ RU==l=t===J '- '\""''\====\~~ L.... rx, ' ./ -" '\===~~=====~~=tlfalt:::;:::=;i=;:==:;....:::::;~:==;::~::'I======~=:=!!!""'=======/ lf====d,/1/i '\ ~""' ~ ii==============i/fl===i1114] '\ II'\.'\ II ~ i====,i:;-;J======='F;J===l/,1=, =~~✓.=1, LIFEGUARD r • I /I ---1 8 OFFICE /lHl?a~+-➔=.J--+-..j,_....J.._+-iLJ======t=r=======r=t=// ft" I 10:11 t<., j /I +8'-80" ~ ~ '-- 10.,,,,-----,=......--------.'711/ -'1/A V//. .1 VA' f"\'.'. F ~ II I II II II II '- /, II ~ •~1/J I ' 8 8 REFLECTED CEILING PLAN -FiRST FLOOR 1 KEY NOTES:□ ~ EXPOSED FRAMING ABOVE. r::;7 SUSPENDED ACOUSTICAL LAY-IN l:J CEILING SYSTEM. SEE 18/A-9.04 0 NOT USED. 0 NOT USED. • 0 CONCRETE MASONRY UNIT LINTEL 0 SKYLIGHT. r:;-i STAINLESS STEEL WINDOW LJ SURROUND. iol SURFACE MOUNTED ROUND L..'.:'.J EXTERIOR LIGHT FIXTURE. iol MOISTURE RESISTANT su_ SPENDED L'.J LAY-IN CEILING SYSTEM EJ 2X6 WOOD COMPOSITE SCREEN ~ PAINTED, GALVANIZED STEEL BEAM u PER STRUCT. r:;-;:;-i EXHAUST DUCT FOR FUTURE L.:J EQUIPMENT CONNECTION. • SEE MECH. GENERAL NOlES 1 . ALL CEILING ELEMENTS, INCLUDING BUT NOT LIMITED TO LIGHT FIXTURES, FIRE ALARM HORNS, SMOKE DETECTORS, SPEAKERS, EXIT SIGNS AND ACCESS PANELS ARE SHALL BE CENTERED IN THE ACOUSTICAL CEILING PANELS UNLESS SPECIFICALLY DEPICTED OTHERWISE. 2. PAINT ALL EXPOSED WOOD SURFACES. LEGEND ~ EXHAUST FAN ~ SUPPLY AIR DIFFUSER ISJ RETURN AIR GRILLE 1 'X4' WALL MOUNT FLUORESCENT LIGHT FIXT. 1-fo WALL MOUNT EXIT SIGN LJ 2'x4' FLUORESCENT LIGHT FIXT. 1 'x4' SURFACE MOUNT FLUORESCENT LIGHT FIXT. • SMOKE DETECTOR NORTH @ 0 2' 4' 8' ~-· I\ 1/4" = 1'-0" • REVISIONS: & DRAWN BY: JC CHECKED BY: FC RECORD DRAWINGS DATE: 08/01/07 A-L2.11 SHEET OF RJC#: 0223 XREF: 7 9 3 TOPOFROOF4 19'-6" 8 1 7 C"7 -0 I 1 1 ~=-- SECOND FLOOR s 10'-0" / / FIRST FLOOR¼- O' -O" '---' 2 '---I 4 '---1 16 TYP. '----1 3 '----1 4 '---+ 5 '---< 13 KEY NOTES: 0 [1J CONCRETE MASONRY WALL. SEE 4/A-9.01 FOR PATTERN AND TEXTURE. 0 18" HIGH CONCRETE MASONRY SEAT-WALL WITH PRECAST CONCRETE MASONRY UNIT GAP. 0 -FACTORY FINISHED ALUMINUM STOREFRONT SYSTEM WITH MEDIUM TINTED, LOW-E LAM. GLAZING, AND SPANDREL PANEL. SEE A-8.01. 0 STAINLESS STEEL DOOR W/ POWDER COAT FINISH. 0 OVERHEAD SECTIONAL DOOR. G STAINLESS STEEL TRANSACTION COUNTER AND WINDOW SURROUND. 0 COPPER CLAD FASCIA. 0 GALVANIZED STEEL PIPE GUARDRAIL. 0 FACTORY FINISHED ALUMINUM INFILL PANEL. - ~• FACTORY FINISHED ALUMINUM TRANSACTION WINDOW. G NOT USED. Q 2X6 WOOD-PLASTIC COMPOSITE L'..::J SCREEN. @] COPPER DOWNSPOUT. B COPPER GUTTER. Q 8"X16" FACTORY FINISHED 1----------------------------,---------------------------------~------------------,-------------,---I L'..::J ALUMINUM BLOCK VENT W/50% SCALE: ¾' = 1'-0' 1 FREE AREA. -EXTERIOR ELEVATION -NORTH _LIL__ TOP OF ROOF __ --.::r-19• -6" C'.111 SECOND FLOOR __ ...:7 10-: OH _,,... FIRST FLOOR-'--_ -.:;::r 0'-0" - EXTERIOR ELEVATION -EAST 7 9 8 - -·1 -' -- I 6 i\ \1 \ I -:- I ~~ 0 I . '~ 5 - (7\ • " A-L3.01 A-,9.02 ~ •<- A- I ' I .... "" " II II II ,r " -Tl )I - ' I 1 4 r-g 12 l 1 •• 13 I I 11 '/ l171 , , , -- ' • • -•Y• ' ' ' ' ' ' -' --,,-.. " " " " " " " .. " " 10P nF Fl x ~ I • I " I I I I I -I ........ ,, I =ill - I ~ I -I I N- ' ~ : 1 s I I 13 ' 110 I I 3 - 12 6 IT7l IT7l 1171 n , , , ' , J ' ' ' ' ' ' ' " " " " " " " I I " ) I ]It --. I N - ' I 3 I ~ 7 12 [A ITT] I l ff7l ' ' II II II II II II ' i== ' i== " ·= ,_ = I== I I== I== / != \ 12 2 ff 1 -" " - / I~ I --"- : 4 I 1 / I--- I i 4 I -SCALE:¾' '"'1'-0' 2 Q MOUNTED ROUND EXTERIOR L.'...'.:'.J FIXTURE. g N ' u .5 ON " ~~ ~ oo 00 I .. ~~ ~~ ~~ C ~~ ~ ·~ & ~~ .., :x 1 ~· i ~ I, ® ~ i ..;~ >-u !2. ~< ►w <s .... ~ I <~~ ~o~ Q~N 0 ,,~ ~w< NZU ~ ~ REVISIONS: & DRAWN BY: JC CHECKED BY: FC RECORD DRAWINGS DATE: 08/01/07 A-L3.01 SHEET OF RJC#: 0223 XREF: F D '1/ 5 I/ I I l 7 . I -I ~-/18\ I I A-l3,02IA-:.9.01' . ~ I . " " " " i" II II " " " " " " " " " " " IL. /I'\ . . I -/ ' I '--'' e--I \ " \ • -"<I" / \ -I \ '"-"' ;t5 I ' \ I I I ,, / I ., 6 2 4J 11 I 3 C . -- 12 , ·- ./ '\.. " " " " " " " " " \ A \ \ . \ ' \ \ I \ \ ' \ \ \ \ 1 B ---- 7 I 1· - ' . \ \ ' \ 13 16 _!OP OF ROOF 6) --19'-6" r::, -_SECOND FLO0~-1'-._ 10'-0~ __ FIRST FLOOR.~ ... O' -O"-::::,-- KEY NOTES: 0 i.7 CONCRETE MASONRY WALL. SEE L'..J 4/A-9.01 FOR PATTERN AND TEXTURE. 1:::7 18" HIGH CONCRETE MASONRY L:.J SEAT-WALL WITH PRECAST CONCRETE CAP. ~ FACTORY FINISHED ALUMINUM L::'.J STOREFRONT SYSTEM WITH MEDIUM TINTED, LOW-E LAMINATED GLAZING, AND SPANDREL PANEL. SEE A-8.01. r;l STAINLESS STEEL DOOR W/ L.:J POWDER COAT FINISH. 0 NOT USED. ic7 STAINLESS STEEL TRANSACTION L:'.J COUNTER AND WINDOW SURROUND. 0 COPPER CLAD FASCIA. ~ GALVANIZED STEEL PLATE L'.:.J GUARDRAIL. ml FACTORY FINISHED ALUMINUM L.:.J INFILL PANEL. Q FACTORY FINISHED ALUMINUM L'...'::'.J TRANSACTION WINDOW. Q 6" TALL BAR MOUNTED CAST L'.....'.J ALUMINUM BUILDING ADDRESS LETTERS WITH MARINE GRADE POWDER COAT FINISH. @] 2X6 WOOD COMPOSITE SCREEN. ~ COPPER DOWNSPOUT. B COPPER GUTTER. 1--------------------------------------------'-----------------------------------------------...--! SCALE: ¼" = r-o· 1 Q 8"X16" FACTORY FINISHED EXTERIOR ELEVATION -SOUlH 1-----------------------------------------------------------------------------------------.i..--! L' .. ::'..JALUMINUM BLOCK VENT W/50% 1 3 .-- 12 ~ I 12 1 I ITll ITT] [fl] ITll [fl] 171 ITT] ' ITT] ' I 7 ~ ' I I ' " .. " " " " " " " " " " " ' " " " " " " , -l (\D nt:. i,;..1 )( I ~ \ I I ~ I- ~ l 1-- ~ : " ---- I i -I !--· . ,~ ·-., 1-- ' ~ --. ' ,. .,_ I ' • I N, ' '>• 7, ~ 1 j 15 13 10 EXTERIOR ELEVATION -WEST 4 7 I 1 I 14 13 1111 [fl] ' '-" .,_, "" . I • I I I I " " " " " .. " " .. " " " II " " " . {( )-·-- J~\ I \ I N . \ ' ~ 10 6 2 I 9 3 12 . I . I \ \ l J . K / I/ . I '- "' / / 12 \ 16 TYP. 6 I -;:r. - ._U ~ ..... .... ·~ I, ~ ,._ ~ -l-. -ll\ 4 8 - - 1 --TOP OF ROOF~ • 19'-6"~ SECOND FLOOR 6) --10'-0" r::, SCALE: ¼• • r-o• 2 FREE AREA. Q WALL MOUNTED ROUND EXTERIOR L'...'::'.J LIGHT FIXTURE. PER ELECT. ~ 8 N ' ~ ON i --Oo 1 oo .. ]i ~~ ~~ V ~~ • ~ .. ,i ~~ • .... I ~x • ~~ " i ~ .:! ® ~ w,; ii:: ,-u ~ ~< >w <-~ I-ffl ~ <~~ ~o~ O~N o~"° e mw< NZU ~ [sJ REVISIONS: & DRAWN BY: JC CHECKED BY: FC RECORD DRAWINGS DATE: 08/01/07 A-L3.02 SHEET OF RJC#: 0223 XREF: 11L1:OPOFFACIA __ _ -~9• -6" M BUILDING SECTION B-B I I 8 r---.._ ---I'- A 10 A (4\ A-L4~L4.03 / / / I I I I ■ ■ = .L -I .L ' I ' / V r\ 1r--------------/.-/ ____ _ I , I / f\. "' ' . . ,,... -( 2'\ A-L4,01jA-;L4.03 - , ·-.... . - C D -----..... , • .-..=-=;;::::;;;a;;.=l====;;;;;=;:.;;;;==--i I~ I ~ I -\ l1FEG J, RD / ffi1TlEI I ~ I •BfRVA 11 N RM. I ~ ..... I • 21 1 V I ~,./ I .~ ,, #!-l (II SECOND FLOOR _____ [' ------'----.--/!..._/--'---"----------■-·--1 ~ ', ·~ ~ .:;; 10.-: O" I I r; ■ • I I I ~ I i [ ' II :~ '\ I I 1 I . 1 I ' . I BULDING SECTION A-A 2 3 r@ E ------1---1---- ■ ■ ~ I / I / • I I ,,.,... • I "' --. ' -. E rs\ I I 1 - ---1 u • -, r-- ~ I I • __ SECOND FLOOR II) -10'-0" ,;;::.- _ ROOF FACIA II) 7 ---10' -2 ,;;::.- ½" SCALE:¼'• 1'-0' SCALE:¼'• 1'-0' 1 KEY NOTES:□ 111 CONCRETE MASONRY UNIT WALL, L_] SEE 4/A-9.01 FOR PATTERN AND TEXTURE. f":.:7 FACTORY FINISHED ALUMINUM L:J STOREFRONT SYSTEM WITH LAMINATED, MEDIUM TINTED, LOW-E GLAZING. 0 2X6 WOOD COMPOSITE SCREEN. r:7 3" 0.0. X ½" GALV. STL. PIPE LI COLUMN. 0 PAINTED GYP. BD. PARTITION. 0 1½" O.D. GALV. STEEL HANDRAIL. r:;-f GALVANIZED STEEL PLATE LJ GUARDRAIL. io7 14 GA. STAINLESS STEEL LJ TRANSACTION COUNTER AND WINDOW SURROUND. Q 30". DIA. FROSTED ACRYLIC DOME LJ SKYLIGHT WITH INTEGRAL CURB. El VAPOR BARRIER. -~ PLASTIC LAMINATE COUNTER & L'....:J BASE CABINET. Q 1 ½" X 6" PAINTED HARDWOOD ~ TOP CAP. B 4" RUBBER WALL BASE. 2 GENERAL NOTES 3 1. SEE SHEETS A-L7.01, A-L7.02, & A-7 .03 FOR INTERIOR ELEVATIONS. REVISIONS: & DRAWN BY: JC CHECKED BY: FC RECORD DRAWINGS DATE: 08/01 /07 A-L4.01 SHEET OF RJC#: 0223 XREF: , 1---_ 6 --0 ;.-~a~· --1='.:'.===:'.:::::~_:~t r-'-L----=--1--:,--{~y . _..; : : ., " .' ' • ~ ........ " • ' .,.a. :'/ ' ---. ', • . .1:., ~·< t---1 • . ··.:j~ ,. 111 11 11 ··•.; I, 1· 1· • ~ I ,__ . . . I --1 I ---: --1 111-111-111-11 WALL SECTION • CONCESSION/MARINE LIFE (4\ --,.... cp -n------!2, I .ii A-•"-•-t •---•-- ••• u ·--· ,_ ' ·-· ---SUPERVISOR 109 3 1-'--l'!- 4 WALL SECTION • MARIE LIFE REFUCE I ,-... I 15 ,-.-~ 1 6 ,__ ____ 1 H---~~----l . :-~ . ' .•\• . ;:: .. . ·•' ,• -~ ... '' ' . ~., ,·, .~.:- "'""'"···=· STAIR 1~~ 1 102 1 ,, .. 1111, __ , ••• I I • •·' ---11 _· -, ,--I I 1-1 I 1---I ! 1.:.- WALL SECTION • STAIR ,...,_....., 8 -----113 ~---110 '-----, 11 -~==!:I ~f--] ~ I '• :t._:~ I r--- I 102 I ,;.;.; "', :• . CONCESSION t'. I 106 I 1 r--fl,',, ..,;a· ~: ; !,; ; ..,.;· ··-· · .. , :;:{ Ji'-f-0' 3 WALL SECTION• STAfl/CONCESSION .,----, 17 . T.O.M.s- ' 8" 0 - ~T.O.M -.::7"'7' -411 """ I ~ 0 ~ I ..;- 6 7 ' ~ I'.. .. - a ,,ii ' I I I '-I ,. 1/1.-E,UARD < BS . I 01 I ' ' I' 3 J ,. ' 14 4 ' I' --5 .. ~. .. , ~- ·: -~--I -, 1., ;,_:• ~~-,, L f 1 ,1 I ~•:: tM .~ .. A-L4,0~-9'.~ ' " .. :.,_ -IM a r.' ---\ -.. ' , ',_ .:-- _ _(_ __ ... ,; I " •·· i.!.:.' ' ' • ,_ / -r I ~UAR EXTERIOR OFFICE v I 101 I I/ 3 I',_ I'- 4 10 ', ~ " ~ " / ' • ·" , .. ' •• ' . ' ' . =~111==1 11--.' / 'I ~ ['\ := ---1 -. . .. I ,-· . '·--·111·-1 , .• ' I I -' • •• A· f:s:= '-----• / i-----, _-,,-, '. __ ·•'.1~~111 =1 1 I ==! ·1--,; ---~ ·_._ · I ·1 '1-·-•. • I 11--I --1 I--. _. A --, [ I·-I 111 I I ·1 I I ==I I I== WALL SECTION • LG. OFFICE/GUARDRAL I (14\ KEY NOTES:□ l17 CONCRETE MASONRY WALL. SEE L...J 4/A-9.01 FOR PATTERN AND TEXTURE. r,::-7 GYP. BOARD 0/ STUD FRAMING L::J SEE WALL LEGEND ON 6/A-9.01. ~ FACTORY FINISHED ALUMINUM L.::'.J STOREFRONT SYSTEM WITH MEDIUM TINTED, LOW-E GLAZING. 1':;7 FACTORY FINISHED ALUMINUM L.:J STOREFRONT SYSTEM. WITH SPANDREL PANEL. r;:;-7 ELASTOMERIC DECK COATING L.::'.J SYSTEM . 0 COAL TAR PITCH ROOFING SYSTEM. . ' r:;7 STANDING SEAM COPPER 3 L'...J ROOFING. 11-L4.02IA:,9:o 20 ( 12 \ A-L4.02IA-9: --- 03 9 22 12 1 1 !o7 COPPER GUTTERS AND ~ DOWNSPOUTS. • 0 CEILING PER CEILING PLAN. Q CONCRETE SLAB-ON-GRADE L'..:'..J FOUNDATION. G CONCRETE FOOTING. @) VAPOR BARRIER. r,;-:;i 1½" 0.0. GALVANIZED STEEL L'..:'.J HANDRAIL. EJ STAINLESS STEEL GUARDRAIL. Q 2X6 WOOD COMPOSITE LUMBER L'..:'.J SCREEN. ~ 2X2 WOOD COMPOSITE LUMBER NAILER.· • @] 3" O.D. X ½" GALV. STL. PIPE COLUMN. ~ NOT USED. G NOT USED. ' ~ INDOOR-OUTDOOR CARPET. ~ (2) 2X10 WOOD COMPOSITE LUMBER TRELLIS. I 22 ! SUBGRADE, SEE SOILS REPORT. ~ 0 0 N ' u .5 ON " ~~ ¾ Oo Oo 0 0~ j ~~ u ~~ • .. 2 ffl~ ~v ~ ~~ .. .g =x ! ~~ i ! @ ~ w i ~ ::u w< ,w ..... <~ ~ ... ~ ~ -(~W ~ow O~N o~~ e ~w< NZU ~ [J- ~ z w a: :i! ::r: <C Wo Cl) ' 0, :i! > < co -"' _JO™ ' Cl) a. 'It z z 0 w II: li: :5 -a. I-0 :i! 0 (,) -~ w <Ciw!- Cl) _J z z _J 0 (.)LL.ti ~ a:<CO~ ow~~ 0 al 0 w 1--~ en REVISIONS: fil DRAWN BY: JC CHECKED BY: FC RECORD DRAWINGS DATE: 08/01/07 A-L4.02 SHEET OF RJC#: 0223 XREF: CONCESSION • . . WALL SECTION • --' I -~T.O.M'--,,-.__ 8'-8"--.::r- "---l 10 '-----l 1 2 --1 15 ~-116 • N I N 6 4 A-L4.03 A~9.02 SIM 6 ------1 • _1----1.J~--__..._.J ,;I--------_I --. ~ A-L4.03 A-9.04 _ __, 18 0 I I[) ,,,..---119 1 ·}·-FF. .·:.-. . ~ O' :-o•" --''<---t-~----. "."tt_".":i;J ~-..,.._ --,-----,,-_. 10-- 11 I----" 22 f---/ b; -~--. ·• Jf,,-HI I I -I ·_ . 'h -I I I' _c -• • , I 11 (l. • ll,. 6. • ·" I I ---1 •. . • ~ I • ... ·. 11-. •.•. 1-1- -· --1 1--~111-111--111 ~ T.O.M 7' -4" ' • ,;I- I . ~ ' • 0 ~ I ,;I-. ' I 7 : I' ,- L' - 17 AT SLIDER A-L4.03 A-9.03 BEYOND = ~ :i ,_ I w 13 A-L4.03 A-9.03 f -, - II II II -I ' =-• • - (14 '\ 16 /~ A~L4~9:01 ' I 1--- 1 r::; ' ii IJ ~,, 3 r-.... -14 □ 4 :f~ LIFEGUARD 1 s H r120 .-. , . '' BSERVATIO ·;: ~ 111 ili4CK I 1 t-.. ~ I IY ::?!:: .... -;;·. .... ._~,r I ...... i •• ,. . •·1 ...... _ ...... ..___ ... w .,.. . , (:: 1 .: •. ~ ' ..--i ti!:' ~ STAIR - _jl 1102 I - '---1 ~ -i ) -i -I ;;;,> V ri ' I ~-i R n n • ,, . • ",:3• 'q ' I 1--. :1 I k • '~~·--,... I~ t---1 ' -~ • • . ,__ I ..... 10 ,____ I . •.. ..•· . ~, I I~ I I_ ... '•. ,li-· 1--11·_.,1'•, .. ··_ 12 ---• . • 11_~ ' I I 4 • • ' I r--! : ~ :4. ·I-~ ~ f----I 4 : " .-_. - i----1 I ,-I I , 1 1 I l·-1 I l·--1 I I~ 22 ..... 10 ,--- 12,--~ 221----- •.· .. ... 'j.TJ,'; --1 l----'------1""' .. ~,a-H.'. .. ,· •· . ": !': LIFEGUARD ;';: 1---E~~E-.. ••· I 103 :{ ' • 4 • WALL SECTION • LO. STORAGE / LO. DECK ½"-1'-0-5 WALL SECTION • CONCESSION WINDOW ½•-1•-o• 3 WALL SECTION • STAFI /LO.DECK ½•-r-o• 2 WALL SECTION • STORAGE 1 KEY NOTES:□ r:;7 CONCRETE MASONRY WALL. SEE L..'..J 4/A-9.01 FOR PATTERN AND TEXTURE. !07 GYP. BOARD 0/ STUD FRAMING L::J SEE WALL LEGEND ON 6/A-9.01. r;l FACTORY FINISHED. ALUMINUM L::'.J STOREFRONT SYSTEM WITH MEDIUM TINTED, LOW-E GLAZING. 1A7 FACTORY FINISHED ALUMINUM L.:J STOREFRONT SYSTEM WITH SPANDREL PANEL. r;-J ELASTOMERIC DECK COATING L::'.J SYSTEM. 0 COAL TAR PITCH ROOFING SYSTEM. ~-STANDING SEAM COPPER L'..J ROOFING. ~ PRE-FINISHED COP.PER GUTTERS L'.:.J AND DOWNSPOUTS. 0 CEILING PER CEILING PLAN. Q_CONCRETE SLAB-ON-GRADE LJ FOUNDATION. G CONCRETE FOOTING. ~ VAPOR BARRIER. _ ~ NOT USED B GALVANIZED STEEL GUARDRAIL. Q 2X6 WOOD COMPOSITE LUMBER u SCREEN. Q 2X2 WOOD COMPOSITE LUMBER LJ NAILER. Q 3" O.D. X ½" GALV. STL. PIPE L.'.J COLUMN. Q 14 GA. STAINLESS STEEL u TRANSACTION COUNTER AND WINDOW SURROUND. Q FACTORY FINISHED ALUMINUM LJ TRANSACTION WINDOW. I 20 J INDOOR-OUTDOOR CARPET. r;;:1 (2) 2X10 WOOD COMPOSITE ~ LUMBER TRELLIS. I 22 i SUBGRADE, SEE SOILS REPORT. REVISIONS: & DRAWN BY: JC CHECKED BY: FC RECORD DRAWINGS DATE: 08/01 /07 A-L4.03 SHEET OF RJC#: 0223 XREF: ~ '\ . / r-7 \ I I I , , ' ~ / '\ i/ NORTH EAST SOUTH WEST ' ' '\ ' ,, ' / ' / ,--, I I I . KEY NOTES: 0 r:;l PRECISION FACE CONCRETE L'.J MASONRY UNIT WALL. SEE 4/A-9.01 FOR PATTERN. 0 PAINTED GYPSUM BOARD. 0 RUBBER WALL BASE. 0 THIN SET CERAMIC TILE. 0 NOT USED. G FIRE EXTINGUISHER. 0 CERAMIC TILE COVE WALL BASE . 0 PLASTIC LAMINATE CASEWORK. ln7 FLUS. H MOUNTED ELECTRICAL L.:J PANEL SEE ELECTRICAL 1----------------------------------------------.--------------------------------------:----,--; DRAWINGS. LIFEGUARD OFRCE -101 SCALE: ¼" -f--0" 1 1--------------------.------------------------------------.:....._ _____________________________ ..._; ~ STAINLESS STEEL GRAB BAR. I-' ~ ,- 1 '\ ~ I-,- I-,-\ ,- ~-/ ,- 1--~ I- / r.:: ~ ,--/ I- EQ EQ EQ NORTH EAST SOUTH • 0 I st . -- I 1 I . ~-n l=l LJ\ WEST '\ ' / I'-' 6 / ~ ./ II "' '\. / _,--, ' I '\ / . ' I I/ I/ 20 . f--t:= f-- ' -8' ' • 0 . N G TOILET PAPER HOLDER. Q VANITY MIRROR W/ STAINLESS L..:J STEEL FRAME. Q 5' -o"x1 '-6" WALL MOUNTED L:..::'.J. DRESSING MIRROR W/ STAINLESS STEEL FRAME. Q STAINLESS STEEL SEAT COVER L'..:J DISPENSER. . Q SHOWER W/ FLEXIBLE SPRAY ~ HOSE AND SINGLE LEVEL MIXING VALVE. ~ FOLDING SHOWER SEAT. ~ STAINLESS STEEL SOAP SHELF. 1------------------'-------------------------------------------------------------------.----,----t Q SURFACE .MOUNTED LIGHT LIFEGUARD STORAGE -103 SCALE: ¼• • 1'-0' 2 u FIXTURE PER ELECT. 1----------------------------------------------.--------------------------------...;_ ________ _.__--t ~ SUPPLY AIR GRILLE 13 4 H})4 -I--ff I--Ir 16 -~ I--/ I- NORTH EAST SOUTH WEST NOTE: SEE 14/R1.01 FOR TYPICAL MOUNTING HEIGHTS AND GENERAL NOTES. SHOWER-105 SCALE:¼• • 1'--0" 7 . . ' I ' I ~ !'-I ' I ~ '\ ,- ,- I-' ,-I I-,-/ ,-,- I-/ NORTH EAST SOUTH WEST TIDEPOOLS STORAGE -110 8 NORTH EAST SOUTH NOTE: 4 ' 0 ~ I I.D . SEE 10, 11, & 12/R1.01 FOR TYPICAL MOUNTING HEIGHTS AND GENERAL NOTES. BATHROOM -104 I I 'J I 'J ,- '\ ~- ~ ' ~ ,- / ~ ~ / I= ~- I/ ,- NORTH EAST SOUTH STORAGE -108 ff WEST SCALE:¼'• 1'--0" 3 WEST . SCALE:¼"= 1'--0' 4 I 20 I RESTROOM SIGNAGE r::;-:;l FACTORY FINISHED ALUMINUM L..] BLOCK VENT. GENERAL NOTES: 1. SEE SHEETS R-1.01 AND R-1.02 FOR TYPICAL MOUNTING HEIGHTS AND GENERAL NOTES. g N ' 0 £ ON " .... • ~ Oo a Oo .. s ~w ~~ ~~ • • mm 2 ~~ • m~ ~ ~ %x j ~~ 1 ® ~ z w a: ~ J: 00 <( Wo ' en ~ ~><( ,.. z "' 0 ...JO~ ' 0. 'II, i== z w a: ti: :5 ~ 0 a.. 0 0. w ~ n.. ...J -3: w <( I w ,.. a:: ~ zoz ~ 0 -0 <( ~ i a:: w a::wi;z I- 0 CD 8 z 0 () w ~ t:i REVISIONS: & DRAWN BY: JC CHECKED BY: FC RECORD DRAWINGS. DATE: 08/01 /07 A-L7.01 SHEET OF RJC#: 0223 XREF: I I J .J. I I " / / -~Y--' -I I I 1-S' / ,, -._ 6 / " . " " / ' ' NORTH I -I 'A I .J. -J ,I -I -□ / - f 77 ..r,_ D I I I -n / ·-C -5 . " - ' SOUTH CONCESSION --106 --- T._':l w ~ ,_ ' .... , ~ •-/ ,_ -/ ,_ ~ " -- ~ ,___ " I- ~ ~ ' NORTH EAST SOUTH RENT AL/STORAGE -107 ~ ~ " I I I ' I / / NORTH EAST SOUTH MARINE LIFE REFUGE SUPERVISEA -109 I~ HD] ,/ I - -I I I I II ~ EAST I~ HDJ r . 7 I I I I :fil - WEST SCALE: ¼• .. 1•-0• 2 WEST SCALE:¼'= 1'-0' 3 r:7 I I I - WEST SCALE: ¼' ,. f-0" 4 KEY NOTES: 0 r:;7-PRECISION FAC_E CONCRETE L'..J MASONRY UNIT WALL. SEE 4/A-9.01 FOR PATTERN. 0 PAINTED GYPSUM BOARD. 0 RUBBER WALL BASE. G NOT USED. 0 NOT USED. 0 FIRE EXTINGUISHER. □ NOT USED. 0 NOT USED. r,:;7 SURFACE MOUNTED ELECTRICAL L.J PANEL. SEE ELECTRICAL DRAWINGS. Q 14 GA. STAINLESS STEEL ~ TRANSACTION COUNTER AND WINDOW SURROUND Q FACTORY FINISHED ALUMINUM L'...'.J TRANSACTION WINDOW ~ FACTORY_ FINISHED ALUMINUM u STOREFRONT SYSTEM WITH MEDIUM TINTED, LOW-E GLAZING - Q FACTORY FINISHED ALUMINUM -L'...:'.J STOREFRONT SYSTEM WITH SPANDREL PANEL. -'1°47 FACTORY FINISHED ALUMINUM L.'..:J BLOCK VENT. GENERAL NOTES: 1. SEE SHEETS R-1.01 AND R-1.02 FOR TYPICAL MOUNTING HEIGHTS AND GENERAL NOTES. g N ' • .5 ON • " =~ • ~ oo ~ Oo ~ --~~ ~~ ~~ • --• ~~ • •• • ~~ _[ --%~ i ·~ i & ® ~ w~ ~ I-u :;;< >w ...... <= ~,-M ~ • .c,i,::'1> ~o~ 0•N o3'~ Ea mw< NZU ~ ~ ~ z w a: ~ J:: (J) <( w (.) ' en 0, ~><C (0 z ~ "' 0 _JO~ ' ll.. 'It -I-w a: Ii: ~ ~ 0 0.. 0 a. w ~ ll... ....I -3: w <( I w ~ 0::: "' "' zoz i 0 I--0 <( ~ ~ 0::: w a: w~ I-I-z 0 z Om 0 0 Ow ~ I-00 REVISIONS: & DRAWN BY: JC CHECKED BY: FC RECORD DRAWINGS DATE: 08/01 /07 A-L7.02 SHEET OF RJC#: 0223 XREF: KEY NOTES: 0 • 8 GJ PRECISJO.N FACE CONCRETE N ' u MASONRY UNIT WALL. SEE s ON C ee • 4/A-9.01 FOR PATTERN. Oo ~ Oo i ww I NORTH EAST SOUTH WEST NOT USED SCALE= ¼" = 1'-0' 5 LIFEGUARD OBSERVATION ROOM -201 SCALE: ¼' "' 1'-0' ww u ~ PAINTED GYPSUM BOARD. ~~ C mm ~ •• & ~m ... RUBBER WALL BASE. X>: a L~ '" i ~ 0 NOT USED. ~ (91 0 NOT USED. ~ 0 NOT .USED. i W:r_ 1-u ,Q_ :;;., 0 NOT USED. ,w .,w ~j-M ~ <~ w ~ow 0 NOT USED. O~N o;. ~ Ea ww< NZU 0 NOT USED. ~ gJ .~ NOT USED. 1 BNOT USED. @]. FACTORY FINISHED.· ALUMI.NUM STOREFRONT SYSTEM WITH MEDIUM TINTED, LOW-E GLAZING @] FACTORY FINISHED ALUMINUM STOREFRONT SYSTEM WITH SPANDREL PANEL. - \ m '-I I I • 7 I ' I , / NORTH EAST SOUTH WEST NOT USED SCALE: ¼" = 1•-0• 6 STORAGE -202 SCALE: ¼' • 1'-0" 2 ~· z w a: ::.:iE :r: '1 <( Wo en "' :::?! > <( co z -"' 0 ...Jo lH ' 0.. 'II, .... w R: tc ~ ~ 0.. 0 :::?! ~ w ....I <( i ~ w ~ 0:: (D ..,. z .· z i 0 Q OIL t -0:: C: <( 0 g w .... ow~ s z GENERAL NOTES: 0 CD o w NOT USED SCALE: ¼" = 1'-0" 7 SCALE:¼"• 1'-0" 3 1. SEE SHEETS R-1.01 AND R-1.02 ~ FOR TYPICAL MOUNTING HEIGHTS AND GENERAL NOTES. REVISIONS: &. DRAWN BY: JC CHECKED BY: FC RECORD DRAWINGS DATE: 08/01/07 A-L7.03 SHEET OF RJC#: 0223 NOT USED SCALE= ¼" "."J'".'.0" 8 SCALE: ¼" • 1'-0" 4 XREF: ~ -- 3 3/4" V V . 1 • -6 3/4" , L. , , • • B C I ) ~ ) 15'-1" g' -8" ~ 5' -0" 10'-4 1 /2" , , / • -• 0 I . ro 1 -. -' . ' ,, N ,, ' ' I ~ CD W.P. I I . • ,..., ' • '<t I 3 • . ,, I • W.P. 0 I . 0 N • N I ' ~ Ol I . N ~ I 4 . • • / . ' ' I ) • ~' 0 ~ I CD . g' -8" • , . A C 0 E DIMENSION PLAN ~---\ 16'-4 1/2" ' " ) ' ,, • r.D I . ,..., ' ,, • CD I ,..., " • (D I . ,..., ' ' • 0 ~ I ,..., . ' co I L() . I 'f ,..., • • (D I . ,..., • • (D I . ,..., • • (D I ,..., • ' • <O I . ,..., . ,, . . I (D ' ' 15'-1" 0 I 0 , . . a, I . N N .d.M • 'ST I . . I a, N W.P. I . I ' ,... I Ol ,... N ' ~ (D I . ,..., - 1 2 ,. . 1 GENERAL NOTES 1.FOR KEYNOTES SEE REFERENCE PLAN A-R2.02. 2.DOORS 101, 102, 103, 104, ARE LOCKED IN THE OPEN POSITION DURING PARK OPERATING HOURS. NORTH ~ 0 2' .4' 8' •• I I f 1 /4" = 1'-0" ~ 0 0 N ' " " ON ~ m~ • Oo 1 Oo ~~ " ~ ~~ u ~~ • ~~ • • •• • $~ " ... 3'X • ~~ i 1l ® DRAWN BY: JC CHECKED BY: FC RECORD DRAWINGS DATE: 08/01/07 A-R2.01 SHEET OF RJC#: 0223 XREF: REFERENCE PLAN I \ \ \ ' -@\_ ' ' ' ' / "" r,:::::;jFia WOMEN'S ROOMS 1 MEN'~ / 'RESTROOM 1102 I I TYP~ --------- ----------- --I I I I I I (103A) PLUMBING CHASE 1103 I (103B) I I I I I I ---- ---- --I I I I ---------------------- "'· \ \ ' J MEN'S RESTROOM .-.... 104 ( 104 ) VA-......,/ WOMEN' RESTROOM 105 1 1 o5 I / / ' ', ,;2% MAX. SLOPE TO ◊RAif ,- ' Y}I I ----✓ I ' ' I ______ _) FIRE DEPARTMENT NOTES: 1. APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED ON ALL NEW AND EXISTING BUILDINGS I SUCH A POSITION THAT IS PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING OR ROAD FRONTING THE PROPERTY. SAID NUMBERS SHALL BE OF NON-COMBUSTIBLE MATERIALS, SHALL CONTRAST WITH THEIR BACKGROUND, AND SHALL BE EITHER INTERNALLY OR EXTERNALLY ILLUMINATED TO BE VISIBLE AT THE NIGHT. NUMBERS SHALL BE NO LESS THAN 6" IN HEIGHT WITH A ONE-INCH STROKE. SEE A-L3.01 FOR LOCATION. 1 KEY NOTES: 0 r:7 WALL HUNG DISABLED ACCESS L'..J WATER CLOSET PER PLUMBING DRAWINGS. f-:7 WALL HUNG WATER CLOSET PER LJ PLUMBING DRAWINGS. r:7 WALL HUNG URINAL PER L.:'.J PLUMBING DRAWINGS. r:7 WALL HUNG SINK PER PLUMBING L.:J DRAWINGS. icl SOLID PHENOLIC STALL DOOR W/ L.:'.J FULL HEIGHT STAINLESS STEEL PIANO HINGE. iol 36" LONG .STAINLESS STEEL GRAB LJ BAR. . r:7 42" LONG STAINLESS STEEL GRAB L'...J BAR. iol 18" HIGH CONCRETE MASONRY L.J UNIT SEAT WALL. 0 NOT USED. Q WALL MOUNTED SOLID PHENOLIC L'..'.'.J BENCH ON GALVANIZED STEEL ANGLE BRACKETS. Q 60" DIA. DISABLED ACCESS L'...'.J TURNAROUND. El SKYLIGHT ABOVE. ~ OUTLINE OF ROOF ABOVE. Q ANODIZED ALUMINUM GATES W/ L:J HASP & PADLOCK LOOP AT BOTH • OPEN AND CLOSED POSITIONS. Q GALVANIZED, PAINTED T.S. L'...::'.J COLUMN. G NOT USED. Q COPPER DOWNSPOUT W / 3 L.J DOWNSPOUT HANGERS PER SMACNA FIGURE 1 -35J AND 75 DEGREE PLAIN ROUND ELBOW 4" ABOVE FINISH GRADE. r.::7 GALVANIZED STEEL PRIVACY LJ LOUVER. G MOP RACK .. GENERAL NOTES: 1. SEE SHEET A-9.01 FOR WALL TYPES. 2. SEE SHEET A-R7.01 FOR INTERIOR ELEVATIONS. 3. GATES( 101 )( 102)( 103 )( 104) ARE LOCKED IN THE OPEN POSITION DURING PARK OPERATING HOURS. NORTH @ 0 2' 4' 8' ... 1/4" = 1·-0· • 8 N ' .ii o,-, i ~~ oo ~ oo ~ ~~ ~ ~ ~~ u ~~ t ffi~ ! ·~ ffiM xx ~ ~~ " i g ® ~ i1 ..i:J: ~u ~ !;;< ,-.w <~ ~~M ~ <~~ ~o~ O~N o3m Iii ~w< NZU ; rJ REVISIONS: & DRAWN BY: JC CHECKED BY: FC RECORD DRAWINGS DATE: 08/01/07 A-R2.02 SHEET OF RJC#: oz23 XREF: B C D - • N I ..., -J • OPEN 1 I st . .. ... : .. .. OPEN A C D ROOF PLAN ,,-2 _. is- ' ' 4 TYP E (/) I 00 z<t: zw w 0... ost I .. a~ w@ a:) • N I . ~ (.I) I oo ~~ w 0... ost I .. a~ w@ co 1 I 4 2 OPEN , '8 TYP 2 OPEN 1 REFLECTED CEILING PLAN 2 KEY NOTES: D [2] EXPOSED FRAMING ABOVE r::7 2X6 PLASTIC-WOOD COMPOSITE LJ JOISTS 0 CONCRETE MASONRY LINTEL i.7 30" DIA. FROSTED ACRYLIC DOME L:J SKYLIGHT WITH INTERGRAL CURB. ICBO ER-1998 r:7 STANDING SEAM COPPER ROOFING L:J WITH CONTINUOUS UNDERLAYMENT ~-BUILT -UP ROOFING WITH GRAVEL L'.:'.J FLOOD COAT r:;7 ROOF AND OVERFLOW DRAINS . L..'._J SEE PLUMBING DRAWINGS. io7 MOUNTED ROUND EXTERIOR L.J FIXTURE. GENERAL NOlES 1. ALL CEILING ELEMENTS, INCLUDING BUT NOT LIMITED TO LIGHT FIXTURES, FIRE ALARM HORNS, SMOKE DETECTORS, SPEAKERS, EXIT SIGNS AND ACCESS PANELS ARE SHALL BE CENTERED IN THE ACOUSTICAL CEILING PANELS UNLESS SPECIFICALLY DEPICTED OTHERWISE. 2. PAINT ALL EXPOSED WOOD SURFACES. LEGENDS I-ts) WALL MOUNT EXIT SIGN 1 'x4' SUSPENDED FLUORESCENT STRIP LIGHT NORTH ~ 0 2· 4' 8' 1/4" -1 '-0" REVISIONS: DRAWN BY: JC CHECKED BY: FC RECORD DRAWINGS DATE: 08/01/07 A-R2.03 SHEET OF RJC#: 0223 XREF: A C D 3 -~ =~ 1,,,-ru ~ / ,,,,------., / I I I -~ 11 1! ,i ' " " " II .. I (\15 1 11.-F,XT. ·- ~' \ \ \ ,__ Q._ . I I'\ , I \ ... . ~ \ \ // :... st I \ . . . I I I , __ IA ---• \. \ \ ' / I \ ' ' ' 2 6 EXTERIOR ELEVATION -NORTH 4 2 3 7 ·1·. , 1-.•. . . , , . .• "1 .:: . ·1· . ' . . . . . .. ..... I .. . . . .. -I . . , . • • < ••• •. -, •. 1-•. -· · t-· .. r .. . . . , ) , . . , . -... ,_ '. • . . , . '. -.... ..... . . . . . . .. · 1· .. . ... -... . . . . . . . . ... . ' .. .. ~I~ . . , . . . . . . . 1~~ ., ~~ ~ --~ ~ ~ ~ --~~ Ii ~ ~ ~ ii ~ --I I I I " " " " " " " " ' II II II II " " II II II II " II 10 I . . ' . ~ !! ! . . l • l "l.l" I m ... , ~ ~ .. . . ~ , : '\: . , : \ rt. . '\ = . I \ s;j-. . I . \ , . '\-I is: l •rt{'II 11 I \. . : '\ r--. . .. = ' \ :'\ .. ~ I rn Ii ·' ·'-... . ' ~+--•. . . . , . t') . \ \: . \ :'\ ,\ ' \: \ \ . . . \· \ , , . .. ' ' \ 2 8 11 Lfilj 8 1 EXTERIOR ELEVATION -EAST E -- ~ ~ -I I " --~ -. . . ., .... 1 .. -· " .. ,,. ..... u,. .... \ .... 8 .... ' ·\ ... ... ' ' .. . ., .. 12 1 1 1 1 3 -I I i I ~I I I ~ ~ ~ ~-. II II II II II II " II , r )I '+l • \ ~ , 11 \ I \ ~ I \ ~ l's: I I " \ ' . . '-. \ ·\ Lill] 13 8 1 - - - 9 -I l s;j- I ~ r--. i\ \ :\ , "-· --;,:. \· . 2 - " ' 10 _ TOP OF ROOF s 13'-6" _ TOP OF FASCIA s 10' -2 _ TOP OF WA{l s 8'-0" _FIRST FLOOR IC:,__ _ Q' .. Q" ~ SCALE: ¼" • 1'-0' 1 _ TOP OF ROOF s 13' -6" TOP OF FASCIA s . 10'-2 ½" _FIRST FLOOR IC:,__ _ 0'-0" ~ SCALE= ¼• • 1'-0' 2 KEY NOTES: 0 '17 CONCRETE MASONRY UNIT WALL. L'..J SEE 4/A-9.01 FOR PATTERN • AND TEXTURE. i::1 CONCRETE MASONRY UNIT SEAT L:J WALL W / PRECAST CONCRETE CAP. DETAIL 12/A-9.01. r;l STANDING SEAM COPPER l::J OVER CONTINUOUS UNDERLAYMENT. 0 NOT USED. 0 NOT USED. 0 DOOR, PER SCHEDULE. ROOFING 0 GALVANIZED STEEL LOUVERS . io7 GALVANIZED STEEL PRIVACY ~ LOUVERS. 0 COPPER FASCIA. Q GALVANIZED, PAINTED 3" O.D. L.'.:'J STEELPIPE. - Q WALL MOUNTED ROUND EXTERIOR L..'.J LIGHT FIXTURE PER ELECTRICAL. Q 6" TALL, BAR MOUNTED, CAST u ALUMINUM BUILDING ADDRESS LETTERS WITH MARINE GRADE POWDER COAT FINISH. ~ COPPER DOWN SPOUT. _ 8 N ' u s ON i mm oo i Oo ~~ ~ ~~ V ~~ ii ~~ ~ ~~ • ~~ e 0 ~ rx j --~ i A ~ ® ~ i w:r: >-u 2. t; < ,-w .= ~,-m ~ -< .. ~ ~o~ O~N o;,,~ a ~w< NZU ~ gJ REVISIONS: DRAWN BY: JC CHECKED BY: FC RECORD DRAWINGS DATE: 08/01/07 A-R3.01 SHEET OF RJC#: 0223 XREF: F lr{fil / ✓-" I -II II II II 11 ' . \. ' \ EXTERIOR ELEVATION -SOU1H 1 3 7 IJ '/I ' I i ' ' I i/ I ~ I I ~ ----I I I " " " " " " " " " " " " 10 ' ' \ \ i \ I • \ st \ \ I -'i-I ' \ \ \ . I I I'--• . 'I~ \ \ I co ! ~~--' ' ' ' i I r<') \ I ~ . . \ \ \ ' ' 2 8 11 EXTERIOR ELEVATION -WEST D C B ~ :::s ~ 1 ~ / / ' ' I I I II II I' " II I! Ii IT ' ld ~ \ "' 1 "' \ V \ ', ' \ / \ ' \ 1"-{fil / \ !/ \ \ \ \ 2. 6 1 11 3 J·-·11 11.1 1 ' I I -• -• - I " II II II " " II " " I " " " " 71 n " " " " I !t,t!: \ )--'l\ \I ' I I' '\ tj I '\ I -'\ '\ \ '\ I I ' ~ '\ I \ -· ~ ' ' \ ' ' " \ '\ \ \ ,.-, \ \ \ ~ 1t-ill I-DJ L[D] ~ 8 4 4 I I " ' ' . ~ I I • -st I f'- • I\ ' 1 2 10 TOP OF ROOF 13' -6" TOP OF FASCIA 10' -2 TOP OF t.'~~~ s FIRST FLOOR s O' -O" SCALE: ¼" .. f-O• 1 TOP OF ROOF 13' -6" TOP OF FASCIA s . 10'-2 ½" FIRST FLOOR s O' -011 SCALE:¾" -1•-o• 2 • KEY NOTES: 0 i-:7 CONCRETE MASONRY UNIT WALL. L'.J SEE 4/A-9.01 FOR PATTERN AND TEXTURE. ~ CONCRETE MASONRY UNIT SEAT L::J WALL W/ PRECAST CONCRETE CAP. DETAIL 12/A-9.01. r:;-J STANDING SEAM COPPER ROOFING L:J OVER CONTINUOUS UNDERLAYMENT. 0 NOT USED. 0 NOT USED. 0 DOOR, PER SCHEDULE. • 0 GALVANIZED STEEL LOUVERS. iol GALVANIZED STEEL PRIVACY L'.:J LOUVERS. 0 COPPER FASCIA. Q GALVANIZED, PAINTED L'..::'.J STEELPIPE. 3" O.D. ~ WALL MOUNTED ROUND EXTERIOR L...'J LIGHT FIXTURE PER ELECTRICAL. ~ COPPER DOWN SPOUT. ,! 0 N ' i ON • mm ~ oo ~ Oo i "'"' "'"' ~~ • • fflm ~ •• • ~ffl e ' ' 9, ~x • • ~~ " i ~ 11 '9 ~ i W:z: ::u Q w< >w .,~ ~ ... ~ ~ <~"' ~o"' O~N o~~ Iii mw< N2U ~ ~ CJ) I-z w a: ~ J: CJ) Cl) <( Wo d, ~ > <( "' z ~ "' 0 ' ..J O l½:f 11. 'It I-z ~ w It 6: :5 a. w 0 ~~ ....I w <( I w i a::: z () z 'It 0 -0 <( ~ ~ a::: LU a: w E'= ~ ~ om 8 LU () (.} w ~ ti5 REVISIONS: & DRAWN BY: JC CHECKED BY: FC RECORD DRAWINGS DATE: 08/01 /07 A-R3.02 SHEET OF RJC#: 0223 XREF: __Lll_!OP OF ROOF·-- -.:773' -6" Cit TOI:_ OF FASCIA_ .:7 10'-2 ,----~--- ½" BULDING SECTION B-B BUILDING SECTION A-A '----,-,---.L...,-,--- ,,-._ TOP OF FASCIA _______ _ --.::Tl 0' -2 ½" / / / / / / ' I f' ij B ' / / / ' ' I' -r-')' I • / < / (1\ / / < A-R4.Q1 A-R4.02 C - I ~ I ■ • ~ I i-ffl ~ / / D ---.... I ;::-._::::;3:: ~ I v. l½I ■ / .,. • / VA I / / ~ -' I '-- / f 4 A-R4.01 A-R4.0 0- 5 I ·-\ I / F / / A-R4.Q1 A..:R4.02 - FIRST FLOOR~ 01 -011~ _!OP OF ROOF ..-,., _ --13'-6~ TOP OF FASCIA 4) --10'-2,;, ½" SCALE: ¾' • r-o· 2 SCALE: ¾" .. f-0' 1 KEY NOTES: 0 f"":l CONCRETE MASONRY UNI.T WALL. LJ SEE 4/A-9.01 FOR PATTERN AND TEXTURE. r:::-7· PRECISIO. N. FACE CONCRETE L:J MASONRY UNIT TOILET COMPARTMENT DIVIDER. SEE 4/A-9.01 FOR PATTERN. r-:;l STANDING SEAM COPPER L::'.J OVER CONTINUOUS • ROOFING UNDERLAYMENT. 0 NOT USED.· r;-J GALVANIZED STEEL LOUVERS W/ L::'.J MARINE GRADE FACTORY FINISH. r;-J GALVANIZED STEEL PRIVACY L'.::J LOUVERS W/ MARINE GRADE· FACTORY FINISH. r:;l 30" DIA. FROSTED ACRYLIC DOME L.J SKYLIGHT W/ INTEGRAL CURB. !cl FIXED, WALL MOUNTED STAINLESS L'.:J STEEL MIRROR W/ STAINLESS STEEL FRAME. 0 NOT USED. Q 1" THICK SOLID PHENOLIC TOILET ~ COMPARTMENT DOOR W/ FULL HEIGHT PIANO HINGE. ~ VAPOR BARRIER. ON ~~ 00 00 "'"' "'"' ~~. ~~ •• ~~ xx ~~ ~ z w a: :::\? ::r: 1/) <( Wo ' a, :::\? > <( "" -I() 0~ a. 'It _J a: li: z ~ w o... o 0.. 0 :::\? 0... <( -.,-; -<t> .... zI~ ~ 0 0 u. ti a: <( 0 ~ Ow~§ 0 Ill o w 1--g REVISIONS: & DRAWN BY: CHECKED BY: RECORD DRAWINGS • 8 N ' u E ~ • ~ ~ i u ii a ! j = 19 Cl') z 0 -I-(.) w Cl') (!) z -Cl _J -::> CD JC FC DATE: 08/01/07 A-R4.01 SHEET OF RJC#: 0223 XREF: 3 5 1-------.\ T.O.M. 8' -8" 105 I I 104 WALL SECTION • WOMEN'S / ~S R.R. ' 5 i-----._ , I I 1 • I F - j.-,--- 11i---:,,,,_. 11 (4'\ A-R4.02IA-9.02 ( 19 \ AT ROOF A-R4.021A-9.02 OPENING ' "I ~ BEYOND - C KEY NOTES:□ r:;7 CONCRETE. MASONRY UNIT WALL. LJ SEE 4/A-9.01 FOR PATTERN • AND TEXTURE. r:;-1 PRECISION CONCRETE MASONRY L:J UNIT WALL W/ ANTI GRAFITII COATING. SEE 4/A-9.01 FOR PATTERN. r;7 PRECISION CONCRETE MASONRY L::_J UNIT TOILET COMPARTMENT DIVIDER W/ ANTI GRAFITII COATING. SEE 4/A-9.01 FOR PATTERN. r;l STANDING SEAM COPPER ROOFING L:J OVER CONTINUOUS UNDERLAYMENT. / 13 \ 0 BUILT-UP ROOFING. -------~-A-R4~02 I A-,9'. o 2 f:l CONCRETE SLAB-ON-GRADE -L:'J FOUNDATION. lo) - • Gl CONCRETE FOOTING. 0 (14\ LJ 4 i----..'\ , -~ A-R4~0~-,9.02 0 NOT USED -"r ',,r---~~.,.~~-~~~LJ~ r;;l GALVANIZED STEEL LOUVERS W/ • I ~::'.:""';J__.J-~~~-=--;;~ 7"-r-,,;; ._. _ L.:'.J MARINE GRADE FACTORY FINISH T t::: -I (10, t0 ~ • ~ , ~-R4~021A-9'.02 9 -...... ::-.._ Q GALVANIZED STEEL PRIVACY L:'.J LOUVERS W/ MARINE GRADE FACTORY FINISH Q 30" DIA. FROSTED ACRYLIC DOME L'...'.J SKYLIGHT W/ INTEGRAL CURB . T.0.M.s a· -B" --------r:;-::;-] FIXED, WALL MOUNTED STAINLESS L'..:J STEEL MIRROR W/ STAINLESS .. , ... ·. ·., 1 - s -,1 re ~M 105 H-------1-f.:·/,.__---II 2 -t:1::,;.+_:;1:1----IL..J .. . " -4 WALL SEC110N • WOMEN'S RA. . ,, • co I . . ~F.F. WO~ t.N;:, RES" • -, '" I 1 5 ,,,. . . . . . . . . . . ~:~. . . . . . ,.,., •,t -· . -·~·· ~--"· .. 3} 1. ~ . . .. :.J ~ 1------+~---·· r:: • '' . : . ~:~:, . .,. """1'-o-3 WALL SECTION • WOMEN'S R.R. . • co I 101 ~F.F, .,;01 -I' Ji••f-0" 2 WALL SECTION • MAINTENANCE RM. :.~\ .. ,·• , , .. • WOMEN'S ,.;-- .:. r,;c.;:i I" OM ·1,:· :·•·•. ~ I 111 I ...... 6 7 '-+-I 15 STEEL FRAME . Q WALL HUNG SINK PER PLUMBING c:'.J DRAWINGS. Q WALL HUNG WATER CLOSET PER L'..:J PLUMBING DRAWINGS. ~ SUBGRADE, SEE SOILS REPORT . ~ • 0 0 N ' " " ON 'i ~~ ~ ~ Oo ~ ~ Co s ~~ ~ ~~ a ~~ C • mm 2 ~~ • mm f %X 2 ~~ " i tl ® z ~ ..; :c ~ ;: "' w< ,-w ..-. ..~ ~,-m ~ «~~ ~o~ O~N o3'm Ea ~w< NZV ~ ~ ~ ~OAA~--~ v"'. -v .., R ~ * ~ ~079 REr. '""W9) ~ ?Ji OF CAV-- REVISIONS: & DRAWN BY: JC .CHECKED BY: FC RECORD DRAWINGS DATE: 08/01/07 A-R4.02 SHEET OF RJC#: 0223 XREF: KEY NOTES: □ ~ 8 r -[:] PRECISION FACE CONCRETE N ' /; 9 u rm rill· ~ • MASONRY UNIT WALL W/ ANTI s = ON e 2 ~~ .I GRAFITII COATING. SEE 4/A-9.01 Oo ~ Oo • I / / I .,, '/: ' ✓: PATTERN. ~w ,! FOR ~ I I 111111111111111111111111 11111111111111111111111111111 11111111111111111111111111111 I ' ,r ~w u I ' --/ 1_: / ~~ • I ' ' • ' • ' ' .,,.,, ~ I I _J 1 L./ I \. ' I t...:..J / l • J '<I-I/ i L.:..Jl 0 PRECISION FACE CONCRETE ... ; " ~ . ' ' .,,.,, I I j/ -\. I a,__ I ' ' 4 ... " • " /' ,,,,., . MASONRY UNIT TOILET '"' I i,.'- , -=. ' \. .' '6] / I ,-0/~ =01--;: N ' ~~ • / / I / / i ~ • Tr', ~ \. / • COMPARTMENT DIVIDER W/ ANTI ~ 0 I . ' ' V ' I-+ / / / / / 0 ' ' / 1---I-l-e / I b 1-. I • --= "' \. / // / /-I • ' Ji . COATING. SEE 4/A-9.01 • '<I-/ '<I-' GRAFITII CX) \ co I ... .____ \. ''\. / / <K . -• "'" ' ' < • • CX) I 0 ' ~ I FOR PATTERN. I \ t:: ' ' <D ' ' ' ' ' • I ' ' ' ~ . l{) ' -~ ) 7' .I' 7'. ·1 "'7, <D l ~ N ~ ' ' ' --:s:;;: ' 0 NOT USED. • ,J ,-7 tc1-}. ID ,} '~ ,'--).. -!I') ' ~ • "'" ' '-vL-' r~ I--8 . ' 'cot-, .-;-'-\ ' l \_ / . LJ \ '!i I[' If( 11' , n n ., \I ' ' ' ~ ~ wi I ' I ~ ~ u u V \ .. lj I.II j wj U[ / u u w l!J ' I >-u . ~ . 2 :;;< ' 6:j_ 5•:j_ 6:j_ 5•:j_ 6" j_ 5•r -~ l ~ i l L[[J ~ w ~ 0 GALVANIZED STEEL PRIVACY ► w 4'-4" <~ ~ ... M LOUVER W/ MARINE GRADE I <~~ 5' -0" 5' -0" 5' -6" ~o~ . FACTORY FINISH. O~N 3' -6" 3' -6" 3' -6" 3' -6" 3' -6" o~"' ' . ' ~w< NZV NORTH EAST SOUTH WEST 0 WALL HUNG DISABLED ACCESS ~ □ WATER CLOSET PER PLUMBING DRAWINGS .. SCALE= ¼• • 1'-0" WOMEN'S RESTROOMS -101 1 0 WALL HUNG WATER CLOSET PER ~~~· PLUMBING DRAWINGS. . ; ll"'} 0 W. ALL HUNG URINAL PER J. llV' * PLUMBING DRAWINGS. \~ , ,C>.(t/9 j -~rm rill rill ~ 2 h 0 WALL HUNG SINK PER PLUMBING . ' \ ,/ ' '/' I I I ' \ • I I ii 11 '111111! 1 Ii ' V 'j I / I ' I DRAWINGS. . • : ,_ I 9 I • I-. I , I \ I I v ' (I -i i I / ,,-\ I' 0 1" THICK SOLID PHENOLIC TOILET ~ ! ' I ' I \ r~l I L.'....j . I ,/ ' 1 1 I-f. ' COMPARTMENT DOOR W/ FULL · . ff ~, I /I 111-J ✓ ·N !' • ---' 0 I , I I ' / 1, / 10 ' HEIGHT PIANO HINGE. -I "'" ' ' / / / r@J ' . ' • ..:--□ = ,..J n I ' CX) CX) I _, • OE / /' ' i ''' ,/ 0 /-.' I E]. 36" LONG STAINLESS STEEL GRAB / I ' / (0 ==!J' \ ' ~ N tO :, [}-.-i'---. # / BAR. 8 !I') • . • t ; ~ / st -1 I \.. / _..._ ' i ll I " _/ , ' 1-t~ I ,__, I V -j ; ij I I I ~ I . G 42" LONG STAINLESS STEEL GRAB . 6i~ 6i~ 6i~ 6i,_ ~ WW ~ t J l ' 4' -4" BAR. 3• -1 o" 3• -6" 3• -6" 3' -6" 5' --0" -5'-0" ' @] WALL MOUNTED SOLID PHENOLIC BENCH ON GALVANIZED STEEL NORTH EAST SOlfTH WEST ANGLE BRACKETS. @] MULTI-ROLL STAINLESS STEEL MEN'S RESTROOMS -102 SCALE:¼"= 1'-0" 2 TOILET PAPER DISPENSER. ~ . z w a: ~ ::c: (/) <( Wo ' (I) ill -• ~ > <( ~ z "' 0 ow cl. - ....J a: CD 'II: I-~ ~ w a.. Ix: Q_ 0 ~2 w -I -3: w <( ~ 0::: J:W ~ . z oz ~ 0 ~ -0 <( ~ 0::: w a: w~ I-I-z 0 0 z (D 0 (.) -0 . w . NOT USED SCALE:¼'= 1'-0" 3 ~ GENERAL NOTES: 1. SEE SHEETS R-1.01 AND R-1.02 FOR TYPICAL MOUNTING HEIGHTS ~ AND GENERAL NOTES. REVISIONS: &. . . DRAWN BY: JC CHECKED BY: FC RECORD DRAWINGS . DATE: 08/01/07 A-R7.01 SHEET OF RJCf: 0223 NOT USED SCALE= ¼" • f-0' 4 XREF: . . - /lek TOP OF FA..QI~ 9' -1 ½" '\J __ FIRST FLOOR 6) . O' ... 011 ~ D __ TOP OF FACIA--.L'L 10'-7½'•-'1/T FIRST FLOOR 6) . --0'-0" " KEY NOTES□ r;7 INDICATES EXTENT OF ROOF L'..J OVERHANG. 0 PLASTIC LAMINATE CASEWORK. 0 PLASTIC LAMINATE COUNTER TOP. r:7 COPPER DOWNSPOUT WITH (3) L.:J DOWNSPOUT HANGERS PER SMACNA FIG.1-35J AND 75 DEGREE PLAIN ROUND ELBOW AT 4" ABOVE FINISH GRADE IT] CMU LINTEL 0 NOT USED· r-"""':::~=-:-=-=:-:-:::=:-;------------------------------------,--4-----------------------------------------------...--1 0 SKYLIGHT ABOVE. 1 _SOUTH ___ E_LEV __ ATION _________________________________ ...L4+_:EA::..;.:ST..:..:E=LEV=-:.:A:.,:.TION:.:.:.;:.:_ _______________________________ _J__:.1..j i°7 GALVANIZED PAINTED T.S. __ TOP OF FACIA L\ 10' -'f\J" ½" __ FIRST FLOO~_ . O'-Qif--~ □~======l TOP OF FACIA_.....,__ --10'-'f\J" ½" __ TOP OF FACIA--.L'L 9'-1½''~ FIRST FLOOR 6) . --0' -0" '\J ~ COLUMN. SEE STRUCTURAL. r;:;-, DASHED LINE BUILDING L.:'.J FOOTPRINT BELOW. • Q BUILT-UP ROOFING W/ A GRAVEL ~ FLOOD COAT. r;--:;-i ROOF AND OVERFLOW DRAINS. L..'.J SEE PLUMBING DRAWINGS. ~ SKYLIGHT. ICBO ER-1998 Q CONCRETE MASONRY WALL. SEE L.'..:::J 4/A-9.01 FOR PATTERN AND TEXTURE. Q FACTORY FINISHED ALUMINUM L'..:'.J STOREFRONT SYSTEM WITH MEDIUM TINTED, LOW-E LAM. GLAZING. Q POWDER-COATED STAINLESS 5 WEST ELEVATION 2 L'..::'.J STEEL DOOR PER SCHEDULE. r--------------------r-----------1...:...i..._::.:=.:...==:.:.:..:.:..:=.:.::. _____ ...---------------------~ NORTH ELEVATION A 0---c-' - STORAGE I 103 , , 2'-8 1/ ~" A ROOF PLAN 7 AEFLECTEO CEILING PLAN • \ J , I 1%1 - B . B " . 0 I st-. " 3' -4" 1 2 3 FLOOAPLAN ---- ® 1 o' -s" 0 '-8" u.: = 0 ~ I <D 3 Q ALUMINUM FRAME GLASS DOOR L.'..'.:'.J PER SCHEDULE. ~ COPPER CLAD FASCIA. ~ EXPOSED TO FRAMING ABOVE. Q FACTORY FINISHED ALUMINUM L'..:J STOREFRONT SYSTEM WITH SPANDREL PANEL. r::;;::l MOUNTED ROUND EXTERIOR L:'.:'.J FIXTURE. GENERAL NOTES: 1. SEE SHEET A-9.01 FOR WALL TYPES. NORTH @ 0 2' 4' 8' • ~ ' " " ON " ~m • ~ 0 0 i oo ~~ ~~ --e • ~~ • ... t ~~ ,ex • L~ :li i £ ® iii w-i_ ~u 2 ::; < ~w <~ ~~m ~ <~~ ~o~ oLN o~~ 5 mw< NZU ~ ~· REVISIONS: DRAWN BY: JC CHECKED BY: HH,JB RECORD DRAWINGS DATE: 08/01/07 A-P2.01 SHEET OF RJC#: • 0223 XREF: FIRST FLOOR O' ... O" KEY NOTES:□ r;7 CONCRETE MASONRY UNIT WALL. L'.J SEE 4/A-9.01 FOR PATTERN AND TEXTURE. ~ PRECISION FACE CONCRETE L:J MASONRY UNIT WALL W/ ANTI GRAFFITI COATING. SEE 4/A-9.01 FOR PATTERN. 0 GYPSUM BOARD. 0 RUBBER WALL BASE. 0 PLASTIC LAMINATE CASEWORK. 0 PLASTIC LAMINATE COUNTER TOP. r:;-1 FACTORY FINISHED ALUMINUM L.J STOREFRONT SYSTEM WITH MEDIUM TINTED, LOW-E GLAZING i ~ ~ -~ l:a ~ • 0 0 N ' u £ ON ,; == ~ oo f Oo w~ ~ ~w ~~ • Oo a ·~ • Oo .[ ~x ~ L~ ! ® . . w~ >-u :;;< ,-w . <= ~t-M <~W ~ow oLN o;oo =w< NZU ~ .__NO_T_U_SE_D ______________ ---,-_____________________ _.._5-+_P_AR_K_ING __ BOO __ TH_SEC __ TI_O_N __________________________________ i"""1 r;;;7 FACTORY FINISHED ALUMINUM L'::'.J STOREFRONT SYSTEM WITH NOT USED 6 NOT USED 7 NOT USED 8 NORTH FRONT OFFICE -101 'o I "' NORTH WORKROOM -102 NOT USED EAST [ill· @] I? I ~- ' EAST SOUTH I? I - @]-=- ill ' / ,I' = I== I= == SOUTH WEST 2 j 12 -= 5 I - / 6 / ' ' WEST 3 4 SPANDREL PANEL. 0 FIRE EXTINGUISHER. ~ SKYLIGHT. G VAPOR BARRIER. Q PLASTIC LAMINATE SHELVING ON u ADJUSTABLE WALL MOUNTED BRACKETS. Q WALL MOUNTED MIRROR W/ D STAINLESS STEEL FRAME. GENERAL NOTES: 1. SEE SHEETS A-1.01 AND A-1.02 • FOR TYPICAL MOUNTING HEIGHTS REVISIONS: AND GENERAL NOTES. DRAWN BY: JC CHECKED BY: FC NORTH @ RECORD DRAWINGS DATE; 06/01 /07 0 2' 4' •• I 8' SHEET OF RJC#: 0223 1/4" = 1'-0" XREF: DOOR SCHEDULE . LOCATION DOOR FRAME 0:: l.&J SIZE DETAILS Ill . :::e (/) :., (/) _J _J z l.&J <( <( z -~ 0:: :r: 0:: :.r: 0:: (.) l.&J l.&J w (/) l.&J (/) 0 CD 0 -I-CL 0:: -I--<( :::e _J ROOM NUMBER/NAME 0 :.r: <( >-0 z <( z l.&J <( _J 0 W X H :::e -:::e --I-I-(.) La.. La.. ::c -, V> LIFEGUARD / CONCESSIONS BUILDING 101 LIFEGUARD OFFICE I 01 PR 6'-4" x 7'-2' 1 ¾" ss B GL PC ss PC 2/A9.05 3/A9.05 4/A9.05 101 -LIFEGUARD OFFICE , 01 ~ 3' -0" X 7' -2" 1 ¾" WO C SC PT GS PC 2/A9.05 3/A9.05 16/A9.05 103 -LIFEGUARD STORAGE • 03 ~ 3'-0" X 7' -2" 1 ¾" ss C HC PC ss PC 2/A9.05 3/A9.05 4/A9.05 103 -LIFEGUARD STORAGE , 03 D 8' -0" X 7' -4" 2" GS D INSUL PT ss PC 15/A9.05 10/A9.05 11 /A9.05 104 -RESTROOM , 104) 3'-0" X 7'-2" 1 ¾" WO I SC PT GS PC 2/A9.05 3/A9.05 8/A9.05 105 -SHOWER , 105 3'-0" X 7'-2" 1 ¾" WO C SC PT GS PC 2/A9.05 3/A9.05 8/A9.05 106 -CONCESSIONS , 06 I) 3' -0" X 7' 2" 1 ¾" ss C HC PC ss PC 2/A9.05 3/A9.05 4/A9.05 106 CONCESSION , 06 6' 4" X 7' 2" 1 ¾" ss C HC PC ss PC 2/A9.05 3/A9.05 4/A9.05 107 -RENTALS/STORAGE , 101) 3'-0" X 7'-2" 1 ¾" WO I SC PT · GS PC 2/A9.05 3/A9.05 16/A9.05 108 STORAGE , 108 3' -0" X 7' 2" 1 ¾" WO I SC PT GS PC 2/A9.05 3/A9.05 16/A9.05 109 -MARINE LIFE REFUGE , 109 3' -0" X 7' 2" 1 ¾" ss A GL PC ss PC 2/A9.05 3/A9.05 4/A9.05 110 -TIDEPOOLS STORAGE (110) 3' -0" X 7' -2" 1 ¾" ss C HC PC ss PC 2/A9.05 3/A9.05 4/A9.05 201 -LIFEGUARD oof!i 5' -0" X 6' -3" 1 ¾" AL E GL CA AL CA 17 /A9.03 5/A9.03 11/A9.03 OBSERVATION ROOM SL GL 10/A9.03 201 -LIFEGUARD 601A 5' -0" X 6' -3" 1 ¾" AL E GL CA AL CA 17 /A9.03 5/A9.03 11/A9.03 -OBSERVATION ROOM SL GL 10/A9.03 202 -STORAGE 0~ ) 2' -8" X 6' -8" 1 ¾" WO C SC PT GS PC 6/A9.05 7/A9.05 16/A9.05 .. 202 STORAGE 02 D 2' 4" X 3'-2" 1 ¾" ss C HC PC ss PC 2/A9.05 3/A9.05 5/A9.05 RESTROOM BUILDING 101 -WOMEN'S RESTROOM (101' 3'-0" X 6'-8" 1 ¾" AL. G PT. AL. PC N/A 17/A9.05 N/A 102 -MEN'S RESTROOM < 102) 3' -0" X 6' -8" 1 ¾" AL. G PT. AL. PC N/A 17 /A9.05 N/A 103 -MAINT. STORAGE / <'1030 3'-0" X 6' -8" 1 ¾" ss . C HC PT ss PC 2/A9.05 3/A9.05 4/A9.05 PLUMBING CHASE , 103 -MAINT. STORAGE / t'103~ 3' -4" X 7' -2" 1 ¾" ss C , HC PT ss PC 2/A9.05 3/A9.05 4/A9.05 -PLUMBING CHASE 104 MEN'S RESTROOM (104) 3' -0" X 6' -8" 1 ¾" AL. G PT. AL. PC N/A . 17 /A9.05 N/A 105 WOMEN'S RESTROOM <105) 3' -0" X 6' -8" 1 ¾" AL. G PT. AL. PC NIA 17/A9.05 N/A PARKING BOOTH 101 FRONT OFFICE 101") 3' -0" X 6' -8" 1 ¾" AL. J GL PT. AL. PC 18/A9.03 18/A9.03 8/A9.03 102 -WORKROOM 102) 3' -0" X 7' 2" 1 ¾" WO F SC PT WO PC 2/A9.05 3/A9.05 16/A9.05 103 -STORAGE (103) PR 5' -o" x 7' -2· 1 ¾" ss H HC PT STL PC 2/A9.05 3/A9.05 4/A9.05 DOOR SCHEDULE 40'-o .. 5'-0" 5'-0" NOTE: 1.0U\11:RS (iJ>@@ acGARE SURFACE MOUNTED AND ARE LARGER lllAN· n£IR CORRESPONDING HORIZONTAL WAU. OPENINGS. SEE FLOOR PlAN FOR MASONRY OPENING DIMENSIONS. 13'-9" 5' 3" -9' 8" - '/ 20 ", MASONRY OPENING '.A-9.03 1l'IP. BEYOND, l'IP. I . -' .... I lq "'::i ' '/ 20 '\ ... I ,q "' :i; •~-9.0~I ' ~--- (iJ> WINDOW / LOUVER TYPES (!) z -I-<( 0:: l.&J 0:: -La.. NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR • .., I :.,. ' 0 I ;., ' "' I ;., • " I "' REMARKS I- l.&J (/) !I) :z l.&J 0 0:: !c <( ~ 3:: u . 0~ a:: !I) <( 1:1 ::c !I) 1 8 3 -SECTIONAL OVERHEAD DOOR 7 7 3 3 9 9 3 4 5 5 9 9 6 6 . 4 4 6 6 5 10 2 . 1 -9.03 "' 4 @ -9.03 4'-6 1;2· 2'-4"' 3"-10" 13 7 -9.03 I 15 -9.03 @ -9.03 I 4'-2 .. 9 -9.04 • I • :I w A w w G (GATE) J D 3 OOORTYPES 10'-o" • ., I ;,, • 0 l . ;,, D ® 4 -9.03 0 D • l ' 'l' ;., ~ l "' w B E w I H 1'-8" • ., I ;., :,: / / C F SCALE: ¼" • 1'-0" 1 9'-9" 5'-0" 12 -9.03 4 -9.03 :t'-8" © 7 -9.03 @ 15 3 -9.03 DOOR. PER SCHEDUU: 2 -9.03 GENERAL NOTES 1. COORDINATE AND CONFIRM ALL FRAME THROAT SIZES WITH PARTITION TYPES AS WELL AS ALL EXTERIOR WALL MATERIALS PRIOR TO ORDERING AND INSTALLING WINDOW FRAMES. 2. ALL GLAZING TO BE LAMINATED. ABBREVIATIONS AL-ALUMINUM CA-CLEAR ANODIZED GS-GALVANIZED STEEL GL-GLASS HC-HOLLOW CORE PC-MARINE GRADE POWDER COAST N/A-NOT APPLICABLE PT-PAINT SC-SOLID CORE SS-STAINLESS STEEL WO-WOOD GLAZING LEGEND II •. II TINTED, LAMINATED GLASS OPAQUE, LAMINATED ,='=!£!! SPANDREL GLASS 6'-8" 7 -9.03 D r "' ll===::::; -9.03 ■ ® 4 -9.03 «) I ;., . . 0 l ;., SCALE: ¼' • f-0' 2 8 N ' • ~ ON i -~ Oo i Oo ~~ ~~ u ~~ C a Offl ~ C ~~ f ffl ffl =x ! L~ i ~ ~ ® z ~ ~~ ii:: ~u .Q. ~< ►w <· ... I-'" ~ <o<~ ~ow OLN o;,o 55 •w< NZU .,= ~ i REVISIONS: DRAWN BY: JC CHECKED BY: FC RECORD DRAWINGS DATE: 08/01 /07 A-8.01 SHEET OF RJC#: 0223 XREF: WELDED GALV. STL. ----.. TOP CAP %" THRU BOLT W/-..__ NUT AND LOCKING WASHER, TYP. (2) 2X10 PLASTIC WOOD COMPOSITE LUMBER MECHANICAL TRELLIS 11s" X 3" COUNTERSUNK TEK. SCREW, TYP. 2X6 PLASTIC WOOD------- COMPOSITE LUMBER. SCREEN RAIL 3" O.D. X ½" GALV. STEEL POST MECHANICAL TRELLIS %" THRU BOLT W/--~ NUT AND LOCKING WASHER, TYP. (2) 2X10 PLASTIC WOOD COMPOSITE LUMBER MECHANICAL TRELLIS 3" O.D. X ½" GALV. STEEL POST -¾s" X 3" COUNTERSUNK TEK SCREW, TYP. ½" THRU BOLT W/ ____ __,,,. NUT AND LOCKING WASHER, TYP. 3" O.D. X ½" GALV. STEEL POST MECHANICAL I AH • 18 3" O.D. X l/2" GALV. STL. PIPE POST PREFABRICATED TRELLIS POST ROOF SUPPORT CAP COAL TAR ROOFING---..._ SHAPED RIGID INSULATION PREFABRICATED TRELLIS POST ROOF SUPPORT BASE PLYWOOD DECK, PER STRUCTURAL 4X4 WOOD BLOCKING-~ (4) ½" X 5" LAG BOLTS--~ BASE • SCREEN POST i 18 A9.01 1 ½" -r-o· 11 SECTION PLAN 2 1 /2" CONT. 2X2X¾" GALV. STEEL TUBE TOP RAIL 2" X 2" X ¾" GALV. STEEL TUBE STANCHION CONT. 2" X ¾" GALV. STEEL BAR, TYP. (/] 0 z z w Q._ 0 a w 'SI- ' 'SI- I " ~ 3" X 8" X ¾" ---;:~g;;~;-::=~ GALV. STEEL PLATE -~--+ LEVELING GROUT CMU TOP CAP (2) ¾" EPOXY ANCHOR EMBED 6" • V . ' <D I "1 .------CONT. SEALANT OVER BACKER ROD @ BOTH SIDES ~-,-.,.....,...J..--,-.,.....,-!;-l-SOLID GROUTED REINF. CMU, SEE STRUCTURAL DWGS. -----, _____ J •. 4 • ·..:i· •• [:::;-:--STOP REINF. @ CONTROL JOINT. CMU CONTROL JOINT 3•-r-0· 9 CONT. SEALANT OVER BACKER ROD @ BOTH SIDES SOLID GROUT --.;, REINF. CMU, SEE STRUCTURAL DWGS. • N / / \__LATERAL REINFORCING TIES SEE STRUCTURAL DRWGS. t&r&&Z£&®<1¼ -0>· 5/8" GYPSUM BOARD, 2X4 WOOD STUDS @ 16" O.C., BATT INSULATION -0> -0> 5/8" GYPSUM BOARD ~Mm&l2M&l 5/8" GYPSUM BOARD, 2X6 WOOD STUDS @ 16" O.C., ACOUSTIC INSULATION 5/8" M.R. GYPSUM BOARD THIN-SET CERAMIC TILE i,uM~k1 Ut THIN-SET CERAMIC TILE 5/8" M.R. GYPSUM BOARD, 2X4 WOOD STUDS @ 16" O.C., ACOUSTIC INSULATION 5/8" M.R. GYPSUM BOARD THIN-SET CERAMIC TILE f&MN!MVt?JrZf {)>. 16 OZ. COPPER FLATLOCK SEAM 1 /2" EXT. PLYWOOD SHEATHING 2X4 WOOD STUDS @ 16" O.C., BATT INSULATION 5/8" W.R. GYPSUM BOARD SIDING ~ 8"X8"X16" & 8"X4"X16" SOLID GROUT REINFORCED CONCRETE MASONRY UNIT. FOR COURSE PATTERN AND TEXTURE SEE 4/A-9.01 . ~ 6"X8"X16" & 6"X4"X16" SOLID GROUT REINFORCED CONCRETE MASONRY UNIT. FOR COURSE PATTERN AND TEXTURE SEE 4/A-9.01. WALL TYPE "A" r-r-o· 1 8"X8"X16" & 8"X4"X16" SOLID GROUT REINFORCED CONCRETE MASONRY UNIT. FOR COURSE PATTERN AND TEXTURE SEE 4/A-9.01. 2x4 WOOD STUDS @ 16" 0.C. ACOUSTIC INSULATION 5/8" GYPSUM BOARD GUARDRAIL • CMU WALL 1 ½"•1'-0" 14 CMU CORNER 1 ½'•1'-0" 10 WAU. TYPE 'C" f•f-0" 6 · WAU. TYPE 'B' r-r-o· 2 2X4 PLASTIC WOOD ---~ COMPOSITE LUMBER NAILER AT 4' -0" O.C., SEE PLAN 2X6 PLASTIC WOOD-..__ COMPOSITE LUMBER SCREEN RAIL (2) -¾s" X 3" COUNTERSUNK WOOD SCREWS, TYP. ¾" EPOXY ANCHOR--...._ W/ 6" EMBED SOLID GROUTED CMU WALL, PER PLAN > V ' 0 I N '-. 1 /2" GROUT CAP W/ SLOPED CROWN TO DRAIN ,,.---8X8X16 CMU WALL PER STRUCT. CMU. PIPE PENETRATION 1 ½" • f-0" 15 TOP OF CMU WALL 2X6 PLASTIC WOOD-....___ COMPOSITE LUMBER SCREEN RAIL ¾" EPOXY --.....,. ANCHOR W/ 6" EMBED -¾s" X 3" COUNTERSUNK TEK SCREW, TYP. 2X2 PLASTIC WOOD--.... COMPOSITE LUMBER NAILER r7 I I O I I I I O I I I I I O I 1 1/2" OPEN TO WALL L_ ___ __.::.~f BEYOND --1.,tw- PRECAST CONCRETE CAP W/LIGHT BROOM FINISH 1" CHAMFERRED EDGE #3 REBAR HORIZ. CONT. #3 REBAR VERT. - ALTERNATE BENDS IN FOOTING @ 32" O.C. CONCRETE PAVING f'H'if,14H½.""'.,,, ;; .. ;;~~l·=SEALANT-CONT. • : --, ·· EXPANSION JOINT J:.4j:.~"~µl. "r::·;···· '.~: ;~"~::_8 "x8 "x 1 6" PRECISION CMU, GROUT ALL CELLS SOLID #3 REBAR CONT. IN FOOTING CONCRETE FOOTING COMPACTED SUBGRADE TO 90% DENSITY 0 COURSES 2 COURSES ½ COURSE ½ COURSE ½ COURSE 2 COURSES )i, COURSE ½ COURSE 3 COURSES 2 COURSES 1 COURSE JI, COURSE JI, COURSE ½ COURSE 2 COURSES ½ COURS JI, COURSE 3 COURSES JI, COURS JI, COURS JI, COURSE 2 COURSES CMU TOP CAP 1 COURSE JI, COURSE JI, COURSE 1 COURSE ½ COURS · ½ COURSE: JI, COURS JI, COURSE ½ COURSE 2 COURSES ½ COURSE ½ COURSE 3 COURSES ½ COURS ½ COURSE )!, COURSE 2 COURSES LIFEGUARD OBSERVATION TOWER & RESTROOM PLUMBING CHASE NOTES: RESTROOMS WING WALLS LIFEGUARD OBSERVATION RAIL 1 COURSE ½ COURSE ½ COURS ½ COURS 2 COURSES ½ COURSE ½ COURSE 3 COURSES ½ COURSE ½ COURSE ½ COURSE 2 COURSES ½ COURSE ½ COURS 2 COURSES 3 COURSES 1. ALL INTERIOR FACES TEXTURE SHALL BE PRECISION TEXTURE. LEGEND:· SPLIT FACE, COLOR A L<. ,,,,,,,.:1 PRECISION, COLOR B SPLIT FACE, COLOR C CMU t TOP CAP •. 2 COURSES • i RESTROOMS PARTITION WALLS (ALL PRECISION BLOCK) PARKING BOOTH 2 COURSES ½ COURSE ½ COURSE JI, COURSE 2 COURSES ½ COURSE ½ COURSE 3 COURSES LIFEGUARD SEAT WALL 1ST FLOOR LIFEGUARD & RESTROOMS 2. AT RESTROOM BUILDINGS, ALL INTERIOR & EXTERIOR MASONRY FACES SHALL RECEIVE ANTI-GRAFITTI COATING. 3. AT LIFEGUARD/CONCESSION BUILDING & PARKING BOOTH, ALL EXTERIOR MASONRY FACES SHALL RECEIVE ANTI-GRAFITTI COATING. 1 Ji• • 1'-0" 20 BREAK N SCflCLN 1 ½" -r-o· 16 C.M.U.SEATWLL ¾"-1'-0" 12 MASONRY PAlTERNS ¾"•f-0" 4 ;,; 0 N ' i ON • mm ;;_ oo Oo ~ ~~ ~~ a ~~ = • ~~ ~ ~~ I u ~~ rx ~ ~~ ,. ~ ~ ® ~ ~ w,; ~u Q w< >w <m ~~m ~ .. ~~ ~o~ O~N o3m e ~w< NZU ~ ~ REVISIONS: & DRAWN BY: JC CHECKED BY: FC RECORD DRAWINGS DATE: 08/01/07 A-9.01 SHEET OF RJC#: 0223 XREF: 0 z 0 >-w CD LL 0 0 a:: 0:: 0 LL N 0 . a, ~ 'St -- w w (/) 9" COPPER FLASHING 4X8 FRAMING r--- COPPER FASCIA COVER PLYWOOD DECK, PER STRUCTURAL WOOD FRAMING, PER STRUCTURAL -----GALV. STEEL BEAM, PER STRUCTURAL (WHERE OCCURS) COPPER STANDING SEAM ROOFING COPPER RIDGE CAP ROOFING MEMBRANE PLYWOOD SHEATHING WOOD NAILER PER STRUCT . -..__ GAL V. STL. FRAME PER STRUCT. • 0 I ,,.---PLUMBING VENT STACK ,,.---EPDM GROMMET SEAL --PREFABRICATED COPPER FLASHING COAL TAR ROOFING W/ BALLAST ½" PLYWOOD ROOF DECK ,------COAL TAR ROOFING W/ BALLAST ---SKYLIGHT GLAZING ·~-PREFORMED SKYLIGHT CURB SHALL BE 9" ABOVE TOP OF INSULATION. PROVIDE CONTINUOUS PERIMETER PRESSURE TREATED (BOTH FIRE RETARDANT AND PRESERVATIVE) WOOD NAILER, SAME THICKNESS AS INSULATION BY 4" NOMIMAL AT PERIMETER OF SKYLIGHT CURB ------TAPERED RIGID INSULATION ~--PLYWOOD ROOF DECK LARGE ROOF OPENING 1 ½' • f-0" 17 STANDING SEAM ADGE 3"-f-0-1:3 NOT USED 9 ROOF VENT PIPE PENE I RATION FLASHING N.T.S. 5 8KYUGHT CURB 1 ½" -r-o· 1 0 6 1 /2" ~-COPPER FLASHING AND GRAVEL STOP (BEYOND), SEE 17/A9.02 .----PREDRILL AND SEAL SCREW PENETRATIONS AT MEMBRANE, TYP. ~-CLAD STRUCTURE JOIST W / PLASTIC WOOD COMPOSITE LUMBER, (4) SIDES. ATTACH W/ COUNTER-SUNK 3-1 /2" LONG S.S. WOOD SCREWS AT 12"0.C. ~-JOIST, PER STRUCTURAL. WRAP WITH WATERPROOF MEMBRANE W/ 4" OVERLAP WOOD NAILER PER STRUCT. ______ PLYWOOD PER STRUCvT~•=======-·:; ---..........?::~=~::ll~ ROOFING MEMBRANE - STANDIG SEAM COPPER -----<::--'--r ROOFING SYSTEM ¾" PLYWOOD ---------h WOOD NAILER PER STRUCT .. --- ¼» SHIM SPACE W/------ SEALANT AND BACKER ROD GALV. STL. LOUVER W/ MARINE GRADE FACTORY FINISH GALV. STL. FRAME PER STRUCT. FACTORY FINISHED GALV.--.._ STL. LOUVER ¼" SHIM SPACE W/ ----...... SEALANT AND BACKER ROD 16 OZ. COPPER COUNTER -----\ FLASHING WELDED STEEL STUD ______ __, ¾" PLYWOOD SHEATHING -----==-= CONT. 4X10 ______ ...-,-- COMPOSITION FLASHING -,------.... COAL TAR ROOFING,--, W/ BALLAST WOOD 2X CANT STRIP EXT. PLYWD. ------ii-~ N SHTG., SEE 1 '-0" STRUCT. DWGS. +----'---"---+ _ ........ ....,_......._,r, ............ ........_ 1 6 OZ. COPPER COUNTER -----.... FLASHING COMPOSITION FLASHING ---1-:---, -0--:,.:-- COAL TAR ROOFING W/-t----. GRAVEL FLOOD COAT EXT. PL YWD. SHTG., -t:X:x..) SEE STRUCT. DWGS. CANT STRIP---~..., LEDGER, SEE STRUCT. DWGS. ROOF RAFTERS, SEE STRUCT. DWGS. CMU WALL, SEE STRUCT. DWGS. ·. · .. . .. <,. • .. .. ' . . " . .,•: . •· ' .. .. •· : . . . . . . ·. ,. . . . . . ' .. " .. . . .. • <D ,------COAL TAR ROOFING W/ BALLAST ,----FIBER CANT STRIP ,----20 GA. METAL FLASHING ~--½" EXTERIOR PLYWOOD ~-~;_,...-----(2) 2X10 CURB .,---2X CURB ..,.L-"""=--J ~--PLYWOOD ROOF DECK ~------TAPERED RIGID INSULATION EXPOSED BEAM LOUVER AT STANDING SEAM 1 ½"•1'-0" 14 LOUVEFI SH I AT ROOF 1 ½"•f-0' 10 BUILT UP ROOF AT C.M.U. WALL 1 ½"•f-0' 6 EOUIPMENT aflB / BASE ~-COPPER FLASHING/ FASCIA COVER r--COPPER FLASHING 3" CANT STRIP 2X4 PLASTIC/WOOD COMPOSITE LUMBER SUN SCREEN FRAME 2X4 PLASTIC/WOOD COMPOSITE LUMBER SUN SCREEN SLATS AT 16" o.c. 1 /2"X6" LAG SCREWS ----~~v,7 AT 16" O.C. ~-(2) 2X4 RIM JOIST, PER STRUCT 2X12 RIM PLATE PER STRUCT. PLYWOOD DECK PER STRUCT. ROOFING-~ MEMBRANE I : ~ I I I ,, L\ ,, <I L\._:_"J- STANDING SEAM COPPER ROOFING SYSTEM COPPER DRIP FLASHING _......-2X NAILER AND ANCHOR PER STRUCT. ----CMU WALL PER STRUCT. COPPER GUTTER--+--'--~ 2x ROOF RAFTERS, ---../ SEE FRAMING PLAN 2x RIM JOIST, CONT. COPPER FASCIA COVER CMU WALL, SEE STRUCT. DWGS. STANDING SEAM -----.... COPPER ROOF SYSTEM ROOFING MEMBRANE --..._ 1'-o" TYP. 2x BLOCKING, --------ill--\+-+---t / SEE STRUCT. DWGS. 2x JOISTS, SEE -- FRAMING PLAN 4x RIM JOIST, --~ CONT. COPPER TRIM WOOD NAILER, SEE STRUCT. DWGS. CMU WALL PER -~ PLANS SMALL ROOF OPENING 1 ½•-r-o• 19 STANDING SEAM RAKE 3"•f0" 15 GUTTER AT STAl'ONQ SEAM 1 ½'•f-0" fl RAKE AT STANDING SEAM 1 ½ "•f-0" 7 CONTINUE CLADING AND MEMBRANE TO EGDE OF BLOCKING (3) SIDES, TYP. .-,-=-'=::,--COPPER GRAVEL STOP AND FLASHING CONT. WATERPROOF MEMBRANE OVERLAP 4" VERT. UNDER ROOF FELT AT EXPOSED JOIST, TYP. L,---t-2X BLOCKING, TYP. _,....,---CLAD EXPOSED STRUCT. JOIST (WHERE OCCURS), SEE 17/A9.02 'i--+---t--STEEL COLUMN & g" BEAM, PER STRUCTURAL 2' -6" SQ. 4 LEAD, TYP. ROOFING -----, RIGID INSULATION 4# LEAD SHEET, TYP. STRUC. PLYWOOD DECK. SEE STRUCT. DWGS. 1'-3 1/8' z 0 ABS JOINT FITTING --- DECK CLAMP, TYP.--- COPPER DOWNSPOUT __ ___,, CAST IRON ROOF DRAIN LAP ROOFING AND PAN INTO DRAIN CLAMP SECTION, TYP. FULL DOME CAST IRON OVERFLOW DRAIN 2" HIGH AT ---, OVERFLOW DRAIN . 4# LEAD SHEET 2' -8" 4" LONG COPPER--------~-----__,, SCUPPER EXTENSION EXPOSED BEAM AT ROOF OPENING • 20 ROOF DRAIN AND OVERFLOW NOTE: ROOF DRAIN SHALL BE JOSAM 21500-3-23-30-T SERIES, 4" SIZE COMPLETE W/ DECK CLAMP ASSEMBLY AND DRAIN RECEIVER, ROUGH BRONZE DOME AND VANDAL PROOF DOME. NOTE: OVERFLOW DRAIN \1 SHALL BE JOSAM / 21500-3-23-30-T ' \ SERIES, 4" SIZE COMPLETE W/ 2" HIGH SOLID CLAMPING COLLAR, DECK Cl.AMP ASSEMBLY AND DRAIN RECEIVER, ROUGH BRONZE DOME AND VANDAL PROOF DOME. _...---1 OPPER TRIM, MATCH ROOF COLOR _..,.----COPPER STANDING SEAM ROOF SYSTEM ROOFING MEMBRANE --i--PLYWOOD ROOF DECK --i--2x JOISTS, SEE 4'!_:::_:::_~:_:_:_-:--====::1-STRUCT. DWGS. 4x RIM JOIST, CONT. ---COPPER CLEAT 1 ½'-f-0' 12 EAVE AT STAl'ONQ SEAM 1 ½ "•f-0' 8 3 COAL TAR ROOFING - W/ GRAVEL BALLAST VARIES TAPERED RIGID ~ SEE PLAN INSULATION • ,+-~<"-=~~~-1..,,.•-o• ~=::::i¼" Ml N. COPPER FLASHING/ FASCIA W/ GRAVEL STOP 2X 1 2 RIM JOIST, PER STRUCTURAL 2X BLOCKING CLEAT----~ PLYWOOD ROOF ---~ DECK FRAMING, PER STRUCTURAL RAKE AT R..AT ROOF (EAVE SIM.) 1 ½'•f-0-4 ;! 0 N ' v Jii ON i ~~ OQ ~ Oo ~ "'"' ~ "'"' tJ ~~ I .. mm •• mm ~ ... %~ I ~~ ! 19 ~ z w 0: ~ I "' <( Wo ~ ~B~ ~ IO c/.. en 'II: -' a: I-z ...J :5 -w 0... a: D.. ;:: 0 ~ 0 w -~ 0 <CI w ~ LL ! z z 0 0 olLb 0 a:: a:<Cog 0 w~ ~ CD -u 0 0 w s en REVISIONS: DRAWN BY: JC CHECKED BY: FC RECORD DRAWINGS DATE: 08/01 /07 A-9.02 SHEET OF RJC#: 0223 XREF: 12 3/4. 4X WOOD BLOCKING -J~~~!o'=:=$~~~ SET TOP OF ALUMINUM PANEL IN CONT. SEALANT BED -Lt~~~U.,,___J CONT. ALUMINUM BREAK METAL SEAT ANGLE --- STL. BEAM PER STRUCT. --.. .lfi" THICK CONT. ALUMINUM BREAK METAL ----... PANEL CONT. ALUMINUM BREAK METAL CLIP ANGLE---.... (2)S.S. TEK SCREWS @ 8" o.c. --~~ ALUMINUM SLIDING DOOR HEAD--- SET TOP OF ALUMINUM PANEL IN CONT. SEALANT W/ BACK ROD-~ CONT. ALUMINUM 12 3/4" BREAK METAL SEAT ANGLE---- STL. BEAM PER STRUCT. ------1 SHAPED 4X6 NAILER ----w~itl ¼" THREADED STUD -----H~9l )g'' THICK CONT. ~=;; ALUMINUM BREAK • METAL PANEL-~ ALUMINUM STOREFRONT HEAD-~ ALUM. STOREFRONT , SLIDING DOOR JAMB SHAPED ALUM. BREAK METAL INFILL SLOPED GLAZING/----~ SPANDREL PANEL SHAPED ALUM. BREAK METAL INFILL ALUM. STOREFRONT JAMB SEALANT & BACKER ROD ALUM. FLASHING // • ALUM. PANEL AT SLIDING DOOR 11/2" .. f-O" 17 ALUM. PANEL AT STOFEFRONT 11/2"-f-O" 13 NOT USED 3"-f-0" 9 SLIDING DOOR JAMB 3"•f-O" 5 TYP. STOREFRONT t-EAD ALUMINUM STOREFRONT ,--ROOF SYSTEM, PER ROOF PLAN (AL2.02) STEEL BEAM, PER STRUCTURAL-~ CONT. ALUM. BREAK METAL SEAT ANGLE, ATTACHED TO PLYWOOD SHEATHING, PER STRUCTURAL- CONT. ALUM. BREAK. METAL,- TYP. 4X8 BEAM, PER STRUCTURAL-~ ALUMINUM STOREFRONT, SEE SCHEDULE---" ..-W.-'-'j\~~ SUSPENDED CEILING, SEE REFLECTED CEILING PLAN AL2. 11 _ _, STOREFRONT, PER SCHEDULE -~ POST, PER STRUCTURAL WALL TYPE C.1 SLIDING DOOR, PER SCHEDULE--++--!! INT. 0.050" CONT. ALUM. BREAK METAL .EU. HNGED DOOR AT STOREFRONT 3"-f-0" 18 ALUM. PANB.. AT HEADER 11/2"•f-O' 14 SlJDINQ DOOR AT CORNER JAMB 3'•1'-0" 10 NOT USED ¼" SHIM SPACE --- FACTORY FINISHED-----1--l HEAD/ GALV. STL. PRIVACY ~~--r--~-SILL LOUVERS FACTORY FINISHED -~---r-f GALV. STL. PRIVACY LOUVERS ¼" SHIM SPACE ----- GALV. STL. FRAME _ _,,,- PER STRUCT. SLOPED GLAZING/ SPANDREL PANEL ALUM. STOREFRONT JAMB------. SLOP ED COLUMN PER STRUCT. SLOPED CORNER GLAZING WITH SILICON BUTT JOINT --- ALUM. STOREFRONT JAMB SLOPED GLAZING/ SPANDREL PANEL---.... ----,--\~--,-- I ~ I SLOPED STOREFRONT I d I I & GLAZING ABOVE--~-t----: 1 ~ 1 , I -lJ-, .. :.J _ _.::,,i NOTE: ALUM. STOREFRONT SLIDING DOOR ALUM. FLASHING W/ HEMMED EDGE ALUM. STOREFRONT SLIDING DOOR THRESHOLD ¼" SHIM SPACE WITH SEALANT AND BACKER ROD 4X WOOD CURB PAINTED HARDWOOD BASE r CARPET PER FIN. SCHED. / r PLYWOOD PER STRUCT. l !' 1 ' l\ I I\ /1\ /I 1\/1\/1 I X I X I 1/\1/\1 II \ii \i FOR ADDITIONAL INFORMATION, SEE 12/A-9.03 PAINTED WOOD FRAMING, SEE STRUCT. ¼" SHIM SPACE WITH SEALANT & BACKER ROD I ALUM. DRIP FLASHING --:;_--tiili=== == == == 7='l ALUM. STOREFRONT HEAD EXT. 3"-1'-0' 6 TYP. STOREFRONT JAMB INT. INT. / SHIM SPACE ALUM. STOREFRONT HEAD 3"•f-O-1 SHIM. SPACE ALUM. STOREFRONT JAMB SEALANT & BACKER ROD C.M.U. WALL 3"•1'-0" 2 ~--STEEL COLUMN PER STRUCT. WHERE OCCURS -----ALUM. STOREFRONT CORNER EXT. PFWACY LOUVER AT INTERIOR WALL 11/2"•1'-0" 19 SLOPED STORERiONT CORNER JAMB 1 ½'•f-0-15 SLIDING DOOR SP I AT DECK 1 ½"•f-O• 11 STOREFRONT HEAD AT FRAMt-lG 3•-11-0• 7 lYP. STOREFRONT CORNER JAMB CONTINUOUS SEALENT WITH BACK ROD--~ 14go. G.S. FLASHING %"X6" EPOXY ANCHOR @ 16" o.c.-------- .la" TEK SCREWS @ 12" ___,,~!ft'zt,f#~';:1-t O.C. TO G.S. CLIP-~ G.S. L5X3 ½ "X)f'-~~ (2) .lfi" TEK SCREWS @ 12" o.c. __ • _.., ¼" SHIM SPACE -~ FACTORY FINISHED GALV. STL. PRIVACY LOUVERS NOTE: ALIGN LOUVER WITH WALL. SEE AR2.01 FOR RADIUS. EXTERIOR INTERIOR •. t . ~ . ' . " • " , ,., . J'. • . ' : " • • .•. o,. • SEALANT & BACKER ROD ALUM. FLASHING W/ HEMMED EDGE SHAPED 4X6 WOOD CURB ELASTOMER IC DECK COATING PLYWOOD PER STRUCT. I I I\ II\ ti ~-,J 1\/1\/1 I I I X I X I I I 1/\1/\1 I I I/ \ I --r, .._ "I ----,_I ' DECK DRAIN PER PLAN PFWACY LOUVER AT EXTERIOR WALL 11/2"•f-O" 20 SLOPED STOREFRONT SILL AT 0BSERVA110N DECK ,.,---ALUM. STOREFRONT SILL ,,----¾" SHIM SPACE ,---PAINTED HARDWOOD BASE ,---CARPET PER FIN. SCHED . ~ PLYWOOD PER STRUCT. -----.._ SHAPED FRAMING PER STRUCT. .....______ FRAMING IN OPPOSITE DIRECTION WHERE OCCURS. SEE STRUCT. 1 ,"2•-r-o• 12 NOT IAED SEALANT & BACKER ROD 8 TYP. ST0REFFl0NT SIi I ALUM. STOREFRONT SILL SHIM SPACE 3•-r-0· 4 ~ 0 0 N ' " s ON .ii ~~ oo ~ Oo 2 ~~ i! ~ ~~ u ~~ C a ~ ~ ·~ ~ s. ~~ ~ ~~ • ~~ ~ . ~ %>< j ~~ ~ ,g ® ~ as ~· CJ) J-z (f) ...J w -~ CX: ~ I "1 w < Wo "' Cl ~>< co ~ 0::: "' _J O tti ' w fl. =II, > wit~ ~ :::) fl. 0 0 ~ a.. ...J Cl -3: <Iw ~ z ~ <( z oz ~ ..... I-o<~ i z 0 a: w~ I-z c::: 0 LL Om 0 (.) w () w c::: 0 J-..... ~ Cl) CJ) REVISIONS: DRAWN BY: JC CHECKED BY: FC RECORD DRAWINGS DATE: 08/01/07 A-9.03 SHEET OF RJCf: 0223 XREF: 12 GA BRACING WIRE W / MIN 4 TIGHT TURNS IN 1~" BOTH ENDS OF WIRE CONNECT TO MAIN RUNNER 2" (MAX) FROM BRACING WIRES TO COMPRESSION STRUT AND CROSS RUNNER NOTES: 12 GA VERTICAL HANGER WIRE AT 48" EA WAY W/ MIN 3 TIGHT TURNS IN 1f' BOTH ENDS OF WIRE. SEE DETAIL 14 THIS SHEET /"'"C"-COMPRESSION STRUT MAIN RUNNER ~-CROSS RUNNER 1. PROVIDE COMPRESSION STRUT AND 4 BRACING WIRES AT 12' -0" O.C. MAX. EACH WAY. POSITION STRUT BELOW STRUCTURAL MEMBER 2. COMPRESSION STRUTS: STEEL SECTION W / L/R RATIO OF 200 MAX. ATTACH TO MAIN RUNNERS WITHIN 2" OF CROSS RUNNER W/ 2-#12 SELF-DRILLING SELF-TAPPING (SDST) SCREWS AND TO STRUCTURE W/ 2-#12X2" SCREWS AT STEEL OCCR. OR 3/16" DIA. ANCHOR AT CONCRETE/STEEL. COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE. 3. SEE DETAILS 13 AND 14 ON THIS SHEET FOR BRACING AND HANGER WIRE CONNECTIONS. 4. LARR# 25238 OR OTHER LOS ANGELES APPROVED CEILING. .,----WOOD JOIST, TYP. SADDLE TIE HAS DOUBLE LOOP AT SUPPORT (3) 1 1 /2"x 9 GA.STAPLES OR 3-STRONGHOLD "J" NAILS AT EACH WIRE LOOP OPTION A HANGER WIRE L BRACING 1 / 4" ¢ DRILLED HOLE HANGER WIRE-3 STRAIGHT TURNS AND BRACING WIRES 4 TIGHT TURNS .e. .c. WIRE WfE ANCHOR OPTIONS • WOOD FRAMING 3"•f-O 13 8" MAX. 12GA. HANGER WIRE,-- SEE 13 FOR SUSPENSION 8" MAX. 3/ " MAX. -,r--,f---TYP, ,---,,--MAIN OR CROSS RUNNER ,-tt-CEILING PER REFLECTED CEILING PLAN MIN. 3 TIGHT TURNS WITHIN 1 --'2" SLOTTED ANGLE SPACER W/ HORIZ. 6d RINGSHANK NAIL. NOTCHING PERMITTED ONLY AT RUNNER ----- POP-RIVET WALL CONNECTION- ANCHOR TO STRUCTURAL ELEMENT FIXED END PROVIDE CONTINUOUS TEE AT ONE SIDE W/1 RIVET PER CROSS TEE 3/ 4" SHADOW MOLDING, TYP. FREE END TRANS. WNDOW HEAD ALUMINUM STOREFRONT JAMB ---ALUMINUM SLIDING TRANSACTION WINDOW 3• • f-0" 9 ~-ALUMINUM STOREFRONT JAMB ~--ALUMINUM SLIDING TRANSACTION WINDOW ill.I EXT 2·-10" l 9" TRANS. CNTR. CANOPY HEAD 14 GA. S.S:--. ---, COUNTER A NEOPRENE PAD 2"X2"X)fi'' GALV. STL. TUBE FRAME 14 GA. S.S. --- PANEL 1 "lQa" TEK SCREW B 0 CMU WALL PER STRUCT. 14 GA. S.S. SURROUND S.S. COUNTER FLASHING WALL ANCHOR NEOPRENE PAD VINYL BIRD DETERENT STRIPS ~"WEEP HOLE WITH SCUPPER THROUGH AT EACH END 14 GA. S.S. SURROUND 2"X2"xla" S.S. TUBE FRAME 1 ½"-1'-0" 5 -st-SEE 1/A-L3.01 & 1 / A-L3.02 FOR COUNTER HEIGHTS TYP. SUSP. LAY-IN CELING 3/8"•1'-0" 18 SUSPEI\OED LAY-IN CEILING EDGES 3"-1'-0' 14 TRANS. WINDOW JAMB 3" • f-0" 10 COUNTER EDGE 3•-r-0· e ..,....... _________ 1" SOLID PHENOLIC END PANEL & DOOR .,,,,--S.S. FULL HEIGHT PIANO HINGE __.--FULL HEIGHT S.S. BRACKET TOI.ET PAR11T10N DOOR 1 ½"•f-0' 19 ·,. ; ,., .. .~.. . .. 1 " i-• ' • .. -~ .... ~ ·. *. .._ ... • 1/2" EPOXY MASONRY ANCHOR GALV. STL, L3x3x1 / 4", 6" LONG AT 3' -0' O.C. MAX. (WHEN WIDTH EXCEEDS 12") WIDTH VARIES l I '' ~-+-1 3/8" THICK SOLID PHENOLIC BENCH 5" (3) #10 S.S. SCREWS, PER PEDESTAL , 2" O.D. GALV. STL. ' . • .·_. -. • • • > , . -st-BENCH PEDESTAL . ... .. . ~ W/ 6" DIA BELL :-,, '.:. SHAPED BASE . ... . • ~: •• • •• PLATE AT T&B, •::r-, :,: .. ~ >/ <.: F.F. POWDER COAT 11-L.::.L..:.L__....:.±...J....._~~~~fll6==o!:#. r,;,~,:..:...:.,i. ' . , • ' .,, , . • ,..:,....---ANCHOR BOLT, (3) • ~ • .j ' 1!.r PER PEDESTAL :J V ·; .'>' 15 TRANS. WINDOW SIi I •• • • ALUMINUM SLIDING TRANSACTION WINDOW ALUMINUM CENTER GUIDE WITH NON CONDUCTIVE GASKET STAINLESS STEEL COUNTERTOP 3• • f-0" 11 \°-";:---z::=~~ALUMINUM SLIDING TRANSACTION WINDOW '-----coNCEALED S.S. CLIP ANGLE '------14 GA. S.S. WINDOW SURROUND '------~"X 1" S.S. TEK SCREW @ 6" O.C. ~------14 ga. CONTINUOUS S.S. CLIP ~-------ANCHOR CLIPS TO MASONRY SHALL BE 16"0.C. M X. L......------------14 ga. CONTINUOUS S.S. FRICTION CLIP , . . . . . . .,--14 GA. S.S. COUNTER .,-,-NEOPRENE PAD ,,,---2"X2"X)s" GALV. STL. TUBE FRAME 14 GA. S.S. 1 ")0(;" TEK SCREW ~-c1ox20 GALV. STL. ~-s"xs"x 16" c.M.u. 7 BENCH • RESTROOM 1 ½"•f-0" 20 TRANSACTION COUNTER JAMB 1 ½"•f-0" 12 COUNTER ATTACHMENT 1 ½"-1'-0' 8 0 I -0 co I -I.() \ \ \ I I \ I I I \ \ I I I \ \ \ I I I 2·-10" TRANS. COUNTER PLAN ' 0 I.() a w a w a w 5" L: -- TRANS. COUNTER FRAMING PLAN .· I I I I g" 68 6A 2X2Xls" GALV. STL. FRAME .,,,. WELD TO C10X20 @ ALL CONNECTION POINTS l! 0 N ' " Ji ON t ~w oo Oo oo j oo '-' ~~ = ~~ • ~~ t ~~ ~~ 2 ~~ " i ~ Ji. e ~ . .,.ji ~ ... u :;;. ~--., » ~ ... ~ ~ <~0 ~oo O~N ,,.,~ w•< i NZU gJ i REVISIONS: DRAWN BY: JC CHECKED BY: FC RECORD DRAWINGS DATE: 08/01/07 A-9.04 SHEET OF RJC#: 0223 XREF: ELD ¼" ALUMINUM PLATE TO FRAME---~ HEAVY DUTY S.S. HASP & LOOP--:---"'-::--~ WELDED TO FRAME GROUT VOID SPACE SOLID ___ ...,., 3/4" EPOXY ANCHORS (3)/JAMB---- EMBED 6" LATCH SI E 2"x4" x 1 / 4" ALUMINUM TUBE-----. POST, WELD CAP ENDS TO POST 2-1 /2" SQ. x 1 / 4" ALUMINUM TUBE FRAME, WELD CAP ENDS TO FRAME WHERE OCCURS 1 ½"x1 ½"x 1 /8" ALUMINUM PICKETS .. : . -. .. @ 4" O.C. MAX. -EQ. SPACE ,, l-'-'---"--iH-1 ,. (3) HEAVY DUTY ROLLER BEARING --~ 3"Wx5"H HINGES WELDED TO FRAME & POST HINGE SIDE SECURITY QAlE JAMB f -1'-0" 17 NOT USED • 'v " / " " " " "----- + ,-------OVERHEAD DOOR ATTACHMENT PER MANUFACTURER GALV. STL. GUIDES BEYOND C.M.U. LINTEL PER STRUCTURAL DOOR JAMB BEYOND ------=--=--=--=--=--=-----1-1 DOOR, SEE DOOR SCHEDULE- ALUMINUM DOOR THRESHOLD --- 16 OZ. COPPER COUNTER----... FLASHING COMPOSITION FLASHING --1~, -0~,,---, COAL TAR ROOFING--"!===,-'----=:-----t W/ GRAVEL FLOOD COAT CANT STRIP EXT. Pl YWD. SHTG., SEE STRUCT. DWGS. LEDGER, SEE :---,--------1 STRUCT. DWGS. CMU WALL, SEE--+-----~ STRUCT. DWGS. ROOF RAFTERS, SEE.-;---.... STRUCT. DWGS. t-----'::......----'--i'- . . • .. -... __ "·• "-. • .. . '-~· ; •."' . •• ' I ·•. :_.,-./·: :>.· • (0 3' -1'-0" 13 NOT USED 3" • f-0' 9 ROOF ACCESS DOOR SLL / / C.M.U. WALL PER PLAN G.S. ROLLED f ANGLE GUIDES 3-3/ -~--OVERHEAD PANEL DOOR GYPSUM WALL BOARD BOTH SIDES --,'\it----....____l I + HEADER, PER ....,:.--1-+---STRUCT'L FRAME PER SCHEDULE ..____ __ CLIP INT SECTIONAL DOOR JAMB 3'•f-O' 10 EXT. DOOR HEAD • Sl\JO WALL 3• • 1'-0' 6 EXTERIOR ... , •---1WALL BEYOND---i• I SECTIONAL-,------------;----i DOOR FINISH PERI SCHEDULE-I ______ ____ , I ~ SLOPE +-+--~====-----_: DRIVEWA 4 . INTERIOR 4 <t·· • . 4 • --'CONCRETE SLAB ------EXPANSJON JOINT FRAME PER SCHEDULE SEALENT BOTH SIDES GYPSUM WALL BOARD BOTH SIDES 2" N ,CMU WALL, SEE STRUCTURAL DWGS. ,,----DRIP EDGE @ EXTERIOR LOCATIONS CONT. BACKER ROD ,--~ z AND SEALANT, TYP. (!) <( ':¢ 0..: 11---...J .1 j?: • ±==z.ie:1::::1~~'-DoO;FRAME, PER "' SCHEDULE 1 SHIM AS REQUIRED -"'--11...-'.r,..-.J-,--1....-"--DOOR, PER SCHEDULE 1;fo' 2" 11~6· 57L" EXTERIOR -J<---'-1:1 __ ____,,_ TYP. DOOR -HEAD 3'-4" OR 6'-8", TYP. INTERIOR 3•-1·-o· 2 INTERIOR CMU WALL, SEE STRUCTURAL SEE FL00.1R P~CONT. BACKER ROD_ / AND SEALANT, TYP. DWGS. ALGN ,,,---SHIM AS REQUIRED <D ~ ~ ~ ' N ~ 'u-) "' ~ ~ ~ DOOR, PER SCHEDULE 2n. DOOR FRAME, PER EXTERIOR SCHEDULE SECTIONAL DOOR HEAD 3"-f-()" 15 SECTIONAL DOOR THRESHOLD 3"•f-Q! 11 EXT. DOOR JAMB • Sl\JO WALL 3" • 1'-0" 7 TYP. DOOR -JAMB 3•-r-0· 3 DOOR FRAME r r ,,,---DOOR, PER SCHEDULE ,---FINISH FLOOR MATERIAL, SEE FINISH. SCHEDULE CONC. SLAB ~-----ALL CHANGES OF FLOOR MATERIAL TO BE LOCATED UNDER CENTERLINE OF DOOR 20 TYP. INT. 000R TI FESHOL.D s·-r-o· 16 ,-----CERAMIC TILE OVER FULL MORTAR BED .---DIVIDER STRIP, STAINLESS STEEL r---ALUMINUM THRESHOLD, SET IN FULL BED OF MASTIC DOOR, SEE DOOR SCHEDULE 12 TYP. INT. 000R -THRESH0LO 3'•f-O" 8 EXTERIOR INTERIOR NEOPRENE ,------DOOR BOTTOM PER WATER SEAL SPECIFICATIONS PEMKO--=t--+..---.r-/'l,--.--=-1---DOOR FRAME WATER 7 1/2" WIDE MIN. DIVERTER THRESHOLD- CONT. "PEMKO" SET IN SEALANT SEALANT x FINISH PER <C MAX SCHEDULE ~ 2 ~ 1r-CONCRETE ~ • SLAB .. ~--ANCHOR THRESHOLD TO SLAB -------EXPANSION JOINT TYP. EXT. 000R -THRESH0LO 3"-1'-0" 4 8 N ' i ON • ®® ~ oo -~ oo ~ .... ~ .... u ~~ • a mm ~ • ~~ lb ~~ .. .., "" j L~ i ~ /l 19 ~ i wi_ ::u 0 w< ~w -. -=-~,-M ~ .~ .. ~o'" oLN o3'm ca .. w< NZU ~ □ ~ z w a: ~ J: 1/) <( Wo d, ~><C "' ~ "' ..J O ~ ci. (./) .:it, z ....I W a: 6: -~ ~ a..o 0. 0 ~ 0.. w -~ Cl <( ::r: w i et:: z oz 'It 0 Q . IL ti 0 Cl a: <( 0 c:i ow~§ 0 CD o w ~ en REVISIONS: DRAWN BY: JC CHECKED BY: FC RECORD DRAWINGS DATE: 08/01 /07 A-9.05 SHEET OF RJC#: 0223 XREF: MASONRY 1, MASONRY (ASSEMBLY OF MASONRY UNITS, MORTAR, AND GROUT) SHALL HAVE A MINIMUM COMPRESSNE STRENGTH OF 1,500 PSI. SPECIAL INSPECTION IS REQUIRED UNLESS OTHERWISE NOTED AND SHALL BE COMMON BOND CONSTRUCTION. 2. MASONRY UNITS SHALL BE GRADE N-1, MEDIUM WEIGHT UNIT CONFORMING TO ASTM C90 AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1,900 PSI. USE DOUBLE OPEN END, BOND BEAM UNITS UNLESS OTHERWISE NOTED. 3. MORTAR SHALL BE TYPE S OF CEMENT-LIME MORTAR OR MORTAR CEMENT MORTAR WITH A MINIMUM COMPRESSNE STRENGTH OF 1,500 PSI. 4. GROUT SHALL HAVE A MINIMUM COMPRESSNE STRENGTH OF 2,000 PSI. 5. AGGREGATES SHALL CONFORM TO ASTM C144 FOR MORTAR AND ASTM C404 FOR GROUT. 6. GROUT ALL CELLS SOLID UNLESS OTHERWISE NOTED. WHERE HIGH-LIFT GROUTED CONSTRUCTION (WITH THE ENFORCEMENT AGENT APPROVAL) IS USED, CLEANOUT OPENINGS SHALL BE PROVIDED IN EVERY CELL AT THE BOTTOM OF EACH POUR OF GROUT. 7. GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION DURING PLACEMENT BEFORE LOSS OF PLASTICITY IN A MANNER TO FILL THE GROUT SPACE. USE LOW-LIFT GROUTED CONSTRUCTION UNLESS OTHERWISE NOTED AND APPROVED BY THE ENGINEER. 8. THE SPACE BETWEEN MASONRY UNIT SURFACES AND REINFORCING STEEL SHALL BE A MINIMUM OF ONE BAR DIAMETER OF REINFORCEMENT. STRUCTURAL STEEL 1. THE CONTRACTOR SHALL SUBMIT ALL STRUCTURAL STEEL AND MISCELLANEOUS STEEL SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 2. STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED: A. ALL SHAPES OF PLATES: ASTM A36 B. W AND WT: ASTM A992 OR A572 (GRADE 50) C. TUBES: ASTM A500 (GRADE B) D. PIPES: ASTM A53 (TYPE E, GRADE B) E. BOLTS AT STEEL TO STEEL CONNECTIONS: ASTM A325 ST c7/a" e) F. BOLTS AT OTHER APPLICATIONS: ASTM A307 G. RODS {ALL RODS SHALL BE FULLY THREADED): ASTM A36 3. ALL WELDING OF STEEL SHALL CONFORM TO AWS AND SHALL BE PERFORMED BY CERTIFIED WELDERS USING E-70XX LOW HYDROGEN MOISTURE RESISTING ELECTRODES UNLESS OTHERWISE NOTED. 4. USE THE MINIMUM SIZE OF WELDING IN ACCORDANCE WITH AISC MANUAL OF STEEL CONSTRUCTION AT STEEL TO STEEL JOINTS UNLESS A LARGER WELDING SIZE IS SPECIFIED ON THE PLANS. 5, ALL STEEL (EXCEPT STAINLESS STEEL) SHALL BE SHOP PRIMED WITH ZINC OXIDE PRIMER UNLESS OTHERWISE NOTED. 6, PAINT ALL STRUCTURAL STEEL WITH WEATHER/RUST RESISTANT PAINT IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND ARCHITECTURAL DETAILS UNLESS OTHERWISE NOTED. 7. DIAMETER OF BOLT HOLE SHALL BE 1/16" LARGER THAN THE BOLT'S DIAMffiR UNLESS OTHERWISE NOTED. 8. IF DRILLING HOLES AT STEEL MEMBERS TO ACCOMMODATE THE CONCRffi OR MASONRY ANCHORS IS REQUIRED, THE DRIWNG MUST BE DONE AFTER THE ANCHORS HA\/E BEEN INSTALLED. THE HOLES AT STEEL MEMBERS SHALL MATCH THE LOCATION OF INSTALLED ANCHORS. 9. PROVIDE BEVELED WASHERS ON SLOPING SURFACE OF CONNECTIONS FOR FULL BEARING. 10, WHERE LENGTH OF WELDING IS NOT SHOWN, IT SHALL BE FULL LENGTH OF JOINT. ALL BUTT WELDS SHALL BE COMPLETE PENETRATION WELDS UNLESS OTHERWISE NOTED. NON-SHRINK GROUT 1. NON-SHRINK GROUT SHALL BE CHEMREX MASTERFLOW 713 PLUS, OR SIKA SIKAGROUT 212, OR APPROVED EQUAL. 2, SURFACE PREPARATION SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS. PROPER SURFACE CLEANING AND MOIST CURING ARE ESSENTIAL 3. FOR POURABLE GROUT, CONSTRUCT FORMS TO RETAIN GROUT WITHOUT LEAKAGE. FORMS SHALL BE LINED OR COATED WITH BOND-BREAKER FOR EASY REMOVAL 4. NON-SHRINK GROUT SHALL HAVE A MINIMUM COMPRESSNE STRENGTH OF 4,000 PSI AT 28 DAYS. s. GROUT SHALL BE NON-SHRINK GROUT UNLESS OTHERWISE NOTED. 6. REPAIR THE UNUSED CORED OR DRILLED HOLES BY FIWNG WITH NON-SHRINK GROUT AT CONCRETE AND MASONRY. FINISH SURFACE TO MATCH THE ADJACENT CONDffiON. CONCRETE OR MASONRY ANCHORING SYSTEM FOR RODS AND REBARS 1, THE CONTRACTOR SHALL FOLLOW THE MANUFACTURE'S SPECIFICATION FOR RODS AND REBARS INSTALLATION AT EXISTING CONCRETE OR MASONRY. 2. HOLES SHALL BE DRILLED ACCORDING TO THE ANCHORING SYSTEM'S SPECIFICATIONS AND DO NOT CUT REINFORCING STEEL TRIAL HOLES ± 1 /2" APART MAY BE REQUIRED AND FILL UNUSED HOLES WITH NON-SHRINK GROUT. 3, DRILLED HOLE SHALL BE CLEANED WITH A BRUSH AND COMPRESSED AIR. 4. WHILE ATTACHING STEEL MEMBERS TO THE CONCRETE OR MASONRY USING ANCHORS, INSTALL ANCHORS BEFORE DRILLING THE HOLES AT ATTACHED STEEL MEMBERS. THE HOLES AT STEEL MEMBERS SHALL MATCH THE LOCATION OF INSTALLED ANCHORS. s. USE HILT! HIT HY150 (ICBO ER #5193) AS ADHESNE ANCHOR AND FOLLOW THE MANUFACTURER'S RECOMMENDATIONS FOR ANCHORING SYSTEM UNLESS OTHERWISE NOTED. 6, USE HILT! LOW-VELOCITY DRIVE FASTENERS (ICBO ER #2388) AS POWDER ACTUATED FASTENING SYSTEMS AND FOLLOW THE MANUFACTURER'S RECOMMENDATIONS FOR ANCHORING SYSTEM UNLESS OTHERWISE NOTED. SOILS AND FOUNDATIONS 1. GEOTECHNICAL INVESTIGATION REPORT: BY NINYO & MOORE, GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS, 475 GODDARD, SUITE 200, IRVINE, CA 92618, PROJECT NO. 205527001. 2. SOil BEARING CAPACITIES: A. CONTINUOUS FOOTINGS: 2000 PSF B. SPREAD FOOTINGS FOOTINGS: 2000 PSF C. 1/3 INCREASE IS ALLOWED FOR SEISMIC AND/OR WINO LOADS. 3. CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM EITHER SURFACE WATER, GROUND WATER OR SEEPAGE. 4. TEMPORARY SHORING (COMPLIED WITH THE CODES AND ACCEPTED BY THE GEOTECHNICAL ENGINEER) AT EXCAVATION AREAS MAY BE USED AT THE CONTRACTOR'S OPTION. 5, EXCAVATION AND COMPACTION IF REQUIRED, SHALL BE APPROVED BY THE GOVERNING AGENCY AND THE GEOTECHNICAL ENGINEER PRIOR TO PLACING ANY REINFORCING STEEL ANO CONCRffi. THE CITY'S REPRESENTATNE TO SUBMIT A LETTER OF COMPLIANCE TO OWNER. 6. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLS BEFORE WALLS HAVE ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL BRACE OR PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNITL ATTACHING FLOORS ARE COMPETELY IN PLACE AND HAVE ATTAINED FULL STRENGTH. CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITS AND INSTALLATION OF SUCH BRACING. 7. FOOTINGS SHALL BE PLACED AND ESTIMATED ACCORDING TO DEPTHS SHOWN ON DRAWINGS. SHOULD SOIL ENCOUNTERED AT DEPTHS SHOWN ON DRAWINGS NOT BE APPROVED BY THE CITY'S REPRESENTATNE, FOOTING ELEVATIONS WILL BE ALTERED AS REQUIRED. 8. ALL ABANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. CAST-IN-PLACE CONCRETE 1, PORTLAND CEMENT SHALL BE TYPE V UNLESS OTHERWISE NOTED. 2. ALL CONCRETE SHALL BE NORMAL WEIGHT ( 145 PCF) HARD ROCK TYPE UNLESS OTHERWISE NOTED AS LIGHT WEIGHT CONCRETE ( 115 PCF). 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) AT 28 DAYS AS FOLLOWS, UNLESS OTHERWISE NOTED: A. FOUNDATION, FOOTINGS: 3,000 PSI B. SLABS-ON-GRADE: 3,000 PSI 4. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY, BEARING A REGISTERED CNIL ENGINEER'S STAMP, AND APPROVED BY THE ENGINEER PRIOR TO USE. 5. MAXIMUM RATIO OF WATER TO CEMENTITIOUS MATERIALS, BY WEIGHT, SHALL BE 0.45 UNLESS OTHERWISE NOTED. USE MINIMUM 6 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE. 6. ALL CONSTRUCTION JOINTS SHALL BE KEYED AND SHALL BE THOROUGHLY CLEANED. 7. THE CONTRACTOR SHALL SUBMIT THE PROPOSED LOCATION OF ALL CONSTRUCTION JOINTS TO THE ENGINEER FOR APPROVAL PRIOR PLACING OF CONCRETE. POUR JOINTS SHALL BE LOCATED TO MINIMIZE EFFECTS OF SHRINKAGE AS WELL AS PLACED AT POINTS OF LOW STRESS. 8. CONCRETE COVERAGE OF REINFORCING STEEL SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3• 8. CONCRETE EXPOSED TO EARTH OR WEATHER: * #6 THROUGH #18 BAR: 2" * #5 BAR, W31 OR D31 WIRE, AND SMALLER: 1-1/2" C. CONCRffi NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: • SI.ABS, WALLS AND JOISTS (#11 BAR AND SMALLER): 3/4• * BEAMS AND COLUMNS: 1-1/2" D. SLABS-ON-GRADE: MID-DEPTH 9. ALL EXPOSED CONCRffi EDGES SHALL BE FORMED WITH A 3/4" CHAMFER UNLESS OTHERWISE NOTED. 10, ALL CONCRffi SURFACES TO BE ROUGHENED SHALL BE PREPARED PER THE FOLLOWING PROCEDURE: A. ROUGHEN SURFACE TO AN AMPLITUDE OF 1/4• WITH BUSH HAMMER, SAND BLASTING, OR OTHER APPROVED METHOD. B. CLEAN SURFACES OF DUST AND DEBRIS USING COMPRESSED AIR AND WATER. C. REFER TO OTHER NOTES FOR DUST CONTROL DURING CONSTRUCTION. 11. CURING COMPOUND USED ON CONCRETE SHALL BE APPROVED BY THE ENGINEER. 12. BONDING AGENT SHALL BE CHEMREX CONCRESNE LIQUID LPL, OR SIKA ARMATEC 110 EPOCEM, OR APPROVED EQUAL AND SHALL BE APPLIED FOLLOWING THE MANUFACTURER'S RECOMMENDATIONS. 13. THE NOMINAL MAXIMUM SIZE OF COARSE AGGREGATES SHALL BE 1 • UNLESS OTHERWISE NOTED. 14. ALL CRACKS WIDER THAN 1 /64 • IN NEW CONCRETE APPEARING WITHIN 6 MONTHS OF CONCRETE PLACEMENT SHALL BE REPAIRED USING EPOXY ADHESNE INJECTION BY THE CONTRACTOR AT NO COST TO THE OWNER. REINFORCING STEEL 1. All CONCRETE SHALL BE REINFORCED. REINFORCING STEEL SHALL BE NEW DEFORMED STEEL BARS CONFORMING TO ASTM A615, GRADE 60 UNLESS OTHERWISE NOTED. 2, ALL REINFORCING STEEL SHALL MEET THE FOLLOWING SPECIAL DUCTILITY REQUIREMENTS UNLESS OTHERWISE NOTED: A. THE ACTUAL YIELD STRENGTH SHALL NOT EXCEED THE SPECIFlED YIELD STRENGTH BY MORE THAN 18,000 PSI. B. THE RATIO OF THE ACTUAL ULTIMATE TENSILE STRESS TO THE ACTUAL YIELD STRENGTH SHALL NOT BE LESS THAN 1.25. C. REINFORCING STEEL CERTIFIED AS ASTM A706 MAY BE ASSUMED TO COMPLY WITH THESE REQUIREMENTS. D. SUBJECT TO THE ENGINEER'S WRITTEN APPROVAL, REINFORCING STEEL NOT MEETING THE SPECIAL DUCTILITY REQUIREMENTS SPECIFIED ABOVE MAY BE PERMITTED iN LOCATIONS NOT SUBJECT TO YIELDING UNDER SEISMIC LOAD. 3. REINFORCING STEEL SHALL BE FIRMLY SUPPORTED AND ACCURATELY PLACED. 4. COMPLETE REINFORCING STEEL PLACEMENT DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ACI BY THE CONTRACTOR AND APPROVED BY THE ENGINEER AND SHALL BE AVAILABLE ON THE JOB SITE PRIOR TO THE PLACING OF CONCRETE. 5, ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE BEFORE CONCRETE IS PLACED. 6. ALL REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706, GRADE 60. DEFORMATIONS SHALL BE IN ACCORDANCE WITH ASTM A305. 7. All WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS AND SHALL BE PERFORMED BY CERTIFIED WELDERS USING E-80XX LOW HYDROGEN MOISTURE RESISTING ELECTRODES UNLESS OTHERWISE NOTED. 8. NO HEATING SHALL BE ALLOWED FOR BENDING OF REINFORCING STEEL UNLESS APPROVED BY THE ENGINEER. 9. ALL MECHANICAL SPLICES SHALL BE APPROVED BY THE ENGINEER AND INSPECTED DURING CONSTRUCTION. 10, ALL REINFORCING STEEL INTERRUPTED BY STRUCTURAL STEEL SHALL TERMINATE WITHIN 1 • OF STEEL SURFACE WITH A 90' STANDARD HOOK UNLESS OTHERWISE NOTED. GENERAL NOTES GENERAL 1. REFER TO PROJECT SPECIFICATIONS FOR PROJECT REQUIREMENTS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA DURING CONSTRUCTION PERIOD. THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTY AND UTILITIES IN ACCORDANCE WITH All NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. 3. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO PRIOR REVIEW BY THE ENGINEER. 4, THE CONTRACTOR SHALL, SUPERVISE, DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. THE SUPPORTING SERVICES BY THE ENGINEER, WHETHER PERFORMED PRIOR TO, DURING, OR AFTER CONSTRUCTION, ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND PROJECT SPECIFICATIONS; BUT THEY DO NOT GUARANTEE THE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSIDERED AS SUPERVISION OF CONSTRUCTION. 5. THE CONTRACTOR SHALL SUBMIT THE CONSTRUCTION SCHEDULE, SEQUENCES AND METHODS TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 6, SHOP DRAWINGS REQUIRED BY THE PROJECT SPECIFICATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS WILL BE REJECTED FOR INCOMPLETENESS, LACK OF CALCULATIONS (IF REQUIRED) OR CHANGES WITHOUT PRE-APPROVAL ALL STRUCTURAL CALCULATIONS AND DRAWINGS AS PART or THE SHOP DRAWINGS SUBMITTAL SHALL BE SIGNED AND STAMPED BY A CALIFORNIA REGISTERED STRUCTURAL ENGINEER. 7. ANY PARTS OF WORK AREA WHICH ARE TO BE BARRICADED OR SEALED TO NON-CONSTRUCTION INDNIDUALS MUST BE COORDINATED WITH AND APPROVED BY THE OWNER BEFORE PROCEEDING WITH THE WORK. 8. THE CONTRACTOR SHALL EXERT EVERY EFFORT TO PREVENT DUST AND CONSTRUCTION DEBRIS FROM CONTAMINATING THE WORK AREA. THESE EFFORTS SHALL INCLUDE BUT NOT BE LIMITED TO PROVIDING A DAILY CLEANUP OF THE CONSTRUCTION AREA. THE CONTRACTOR SHALL REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 9, THE CONTRACTOR SHALL EXERT EVERY EFFORT TO MINIMIZE THE CONSTRUCTION NOISE AND DISTURBANCE DURING CONSTRUCTION. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO SECURE THE CONSTRUCTION SITE. 11. CUTTING, BORING, SAW-cumNG OR DRILLING THROUGH THE NEW STRUCTURAL MEMBERS OTHER THAN DETAILED ON STRUCTURAL DRAWINGS SHALL NOT BE DONE WITHOUT THE ENGINEER'S APPROVAL 12. THE CONTRACTOR SHALL: A. CHECK ALL DIMENSIONS. B. BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK. DESIGN CRITERlA 1. THE OBJECTIVE OF THIS WORK IS TO DESIGN A PARTIAL 2-LEVEL MASONRY STRUCTURE AND lWO 1-LEVEL MASONRY STRUCTURE SUPPORTED ON CONTINUOUS FOOTINGS. 2. REQUIREMENTS STATED IN THE 2001 CALIFORNIA BUILDING CODE SHALL BE USED FOR THE CONSTRUCTION OF THE PROJECT. 3. GRAVITY LOADS: A. DEAD LOADS: ACTUAL WEIGHT 8. ROOF LIVE LOAD: 20 PSF UNLESS OTHERWISE INDICATED C. FLOOR LNE LOAD (OFFICE) = 50 PSF D. FLOOR LNE LOAD (STORAGE) = 125 PSF E. FLOOR LIVE LOAD (EXIT FACILITIES & STAIR) = 100 PSF 4. WIND LOADS: A. EXPOSURE = D B. BASIC WIND SPEED = 80 MPH C. IMPORTANCE FACTOR, lw = 1.0 5. SEISMIC LOADS: A. SEISMIC ZONE FACTOR, Z = 0.4 B. SEISMIC SOURCE TYPE = B C. SOIL PROFILE TYPE = So D. NEAR-SOURCE FACTOR, No = 1.3 & Co = 0.55 E. NEAR-SOURCE FACTOR, Nv = 1.5 & Cv = 0.98 F. OVERSTRENGTH AND GLOBAL DUCTILITY CAPACITY COEFFICIENT, R = 4.5 & 2.2 G. IMPORTANCE FACTOR, I = 1.0 H. IMPORTANCE FACTOR, Ip = 1.0 TOLERANCE 1. PERMITTED TOLERANCE SHALL BE ACCORDING TO BUILDING CODE. STRUCTURAL TESTS AND INSPECTIONS 1. STRUCTURAL TESTS AND INSPECTIONS SHALL BE ACCORDING TO 2001 CALIFORNIA BUILDING CODE AND PROJECT SPECIFICATIONS. 2, CONSTANT PRESENCE AND INSPECTION BY THE PROJECT OR SPECIAL INSPECTOR ARE REQUIRED FOR THE FOLLOWING TYPES OF WORK WHERE OCCURS: A. CONCRETE. B. BOLTS INSTALLED IN CONCRffi. D. REINFORCING STEEL E. STRUCTURAL WELDING. G. STRUCTURAL MASONRY. L POST INSTALLED ANCHORS. 3. THE TESTING FORCES FOR POST INSTALLED ANCHORS SHALL BE 2 TIMES THE ALLOWABLE LOADS OF THE MANUFACTURER'S ICBO EVALUATION REPORT UNLESS OTHERWISE NOTED. I M 0 0 N ' J 0 s ON C ow ru -· ~ Oo 0 oo Q ~ • ww ~ ~ Ww u ~-0 .. • mm ~ •• ru mm e Q ~ IX • C O• " ~ ~ 0 • I I w,; 2 ~u ~-,w .0 o~M I <<W JQW 0 oN o~m ww< NZU ~ i 0 z -,; "' l.) Vl ;! > ffi ~ '" "' ~ r.u~ ~ :J'.lt:,; 0 0 ~ m zz " Ii 0 "' tn~ < ~ Ill "' ~ ~ Q 8 z µ. 0 ,.:, ~ Qu >-j ~ ~~ ;:l t;; ~ i). &; 00 '7 0 '" ·~ ~ I::!@;,; z ~~~ -"'>'I ~ .. ~ ◄ Cl) I-z w 0::: ~ I <( w (.) ~6 4: (/) ' UJ 1ll (/) CJ ~ '? UJ _J 0::: I-0.. I-.. w 0... 0:: ~ 0 ..., z 0 ~~ 0.. ...J <( -s ~ ~ Z I~ ~ ~ UJ 0 () ,... z LL u ot w 0::: <( (!) z 0W >-0 I-(.) o m -(.) w s Cl) REVISIONS: DRAWN BY: VM CHECKED BY: RE/VM RECORD DRAWINGS DATE: 05/23/07 S-1.01 SHEET OF RJC#: 0223 XREF: ABBREVIATIONS AND SYMBOLS A.B. ANCHOR BOLT LAT. A'EN. ABOVE LB(#) ADD'L. (ADDL.) ADDmONAL L.B. ADJ. ADJACENT L.f. ALT. ALTERNATE LLH ALUM. ALUMINUM LLV APPRX. (APPROX.) APPROXIMATE(LY? LT. WT. ARCH. ARCHITECT(URAL & ANO @ AT MAX. M.B. MECH. BLW. BELOW M.E.P. BTWN. BETWEEN MEZZ. BLOG. BUILDING MFR. BLKG. BLOCKING MIN. BM. BEAM MISC. B.N, BOUNDARY NAILING MTL. BNORY. BOUNDARY a.o.c. BOTTOM OF CONCRETE B.O.F. BOTTOM OF FOOTING (N) BRCG. BRACING NO. (#) BROG. BRIDGE (ING) N.S. BRG. BEARING N.T.S. BOT. (B) BOTTOM 0/C (O.C.) CAMB. (C) CAMBER(ED) O.D. CANT. CANTILEVER(EO) O.H. C.F. CUBIC FEET (FOOT) OPP. C.I.P. CAST IN PLACE OPNG. C.J. CONTROL JOINT; CONSTRUCTION JOINT ORTHO. C.L. (Iv CENTER LINE O.W.J. CLG. CEILING CLR. CLEAR COL. COLUMN PL (P) CONC. CONCRETE PLYWD. CONN. CONNECTION P.P. CONST. CONSTRUCTION P.S.F. CONT. CONTINUOUS P.S.I. C.P. COMPLETE-PENETRATION PT CTSK. COUNTERSINK P.T. CTR. CENTER(ED) C.Y. CUBIC YARD QTY. d PENNY (NAILS) DBL. DOUBLE RAD. (R) DEPT. DEPARTMENT REF. D.F. DOUGLAS FIR REINF. DIA. (•) DIAMETER REQ'D. (REOO.) DIAG. DIAGONAL RF. DIAPH. DIAPHRAGM R.O. DIM. DIMENSION DN. DOWN 00 DITTO (REPEAT) S.A.D. DWG. (DWGS.) DRAWING(S) SC OWL. OOWEL(S) SCH. SEP. SHT. EA. EACH SIM. E.F. EACH FACE SKW. E.J. EXPANSION JOINT S.O.G. EL. ELEVATION SPEC. ELEC. ELECTRICAL SQ. ELEV. ELEVATOR ST EMB. EMBEO{MENT) STD. E.N. EDGE NAIL STGR. ENG. ENGINEER STIFF. EQ. EQUAL STIR. EQPT. EQUIPMENT STL. EQUIV. EQUIVALENT STRUC(T). EXP. EXPANSION SUSP. EXIST. (E) EXISTING SYMM. EXT. EXTERIOR FIN. FlNISH(ED) T&B FLR. FLOOR TEMP. F.N. FIELD (FACE) NAIL T&G FON. FOUNDATION THK. F.O.C. FACE OF CONCRETE T.N. F.O.M. FACE OF MASONRY T.O. F.0.S. FACE OF STUD T.O.C. F.O.W. FACE OF WALL T.O.S. F.P. FULL (COMPLETE) PENETRATION T.O.W. F.S. FAR SIDE TRANS. FT. (') FOOT (FEET) T.S.G. FTG. FOOTING TYP. GA. GAUGE U.O.N. GALV. GALVANIZE(D) UTIL GLB. GLUED LAMINATED BEAM GRD. GRADE GYP. GYPSUM VERT. (V) HD. HOLOOWN; HAND ~, HOR. HEADER HGR. HANGER WO. HORIZ. (H) HORIZONTAL W.P. H.S.B. HIGH STRENGTH BOLTS WT. HT. HEIGHT W.W.F. I.D. INSIDE DIAMETER X-STG IN. ("} INCH(ES} XX-STG INFO. INFORMATION JST. JOIST JT. JOINT K KIPS; 1000 K.P. KING POST LATERAL POUND(S) LAG BOLTS LINEAL FEET (FOOT) LONG LEG HORIZ. LONG LEG VERT. LIGHT WEIGHT MAXIMUM MACHINE BOLT MECHANICAL MECH., ELEC., AND PLUMBING MEZZANINE MANUFACTURER MINIMUM MISCELLANEOUS METAL NEW NUMBER NEAR SIDE NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPPOSITE HAND OPPOSITE OPENING(S) ORTHOGONAL OPEN WEB JOIST(S) PLATE PLYWOOD PARTIAL -PENETRATION POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRETENSIONED PRESSURE TREATED QUANTITY RADIUS REFERENCE REINFORCEMENT {ING) & REQUIRED ROOF ROUGH OPENING SEE ARCH. OWGS. SLIP-CRITICAL SCHEDULE SEPARATION SHEET SIMILAR SKEW(ED) SLAB-ON-GRADE SPECIFlCATION(S) SQUARE SNUG-TIGHTENED STANDARD STAGGER(ED) STIFFENER{S) STIRRUP(S) STEEL STRUCTURAL SUSPENDED SYMMETRICAL TOP AND BOTTOM TEMPORARY TONGUE AND GROOVE THICK(NESS) TOE NAIL TOP OF TOP OF CONCRETE TOP OF STEEL (SHEATHING) TOP OF WALL TRANSVERSE TAPERED STEEL GIRDER TYPICAL UNLESS OTHERWISE NOTED UTILITIES VERTICAL WIDE (WIDTH) WITH WOOD WORK POINT WEIGHT WELDED WIRE FABRIC EXTRA STRONG DOUBLE EXTRA STRONG EPOXY ADHESIVE PRESSURE INJECTION 1. THE EPOXY ADHESIVE PRESSURE INJECTION SHALL BE USED AT THE CONCRffi CRACKS, AND AT THE INTERFACE BETWEEN THE TOP OF NEW CONCRETE WALLS AND THE UNDERSIDE OF THE EXISTING CONCRETE SURFACE (IF ANY). 2, THE CONTRACTOR SHALL UTILIZE EPOXY ADHESIVE PRESSURE INJECTION SYSTEM INCLUDING SURFACE SEALER, NIPPLES, ANO PRESSURE INJECTED EPOXY CONFORMING TO THE SYSTEM MANUFACTURER'S INSTRUCTIONS. ALL CRACKS WITH WIDTH MORE THAN 1 /64" ARE SUBJECT TO REPAIR. 3. THE EPOXY ADHESIVE USED IN INJECTION SHALL CONFORM TO ASTM C-881. USE SIKA SIKAOUR 35 HI-MOD LV ADHESIVE, OR HILTI Cl 060 EP CRACK INJECTION SYSTEM, OR APPROVED EQUAL AND FOLLOW THE MANUFACTURER'S RECOMMENDATIONS. 4. USE SURFACE SEALER TO CONFINE THE INJECTED EPOXY ADHESIVE IN THE FlSSURE DURING INJECTION ANO CURE FOLLOWING MANUFACTURER'S RECOMMENDATIONS. THE SURFACE SEALER SHALL HAVE ADEQUATE STRENGTH TO HOLD PRESSURE INJECTED EPOXY ADEQUATELY TO PREVENT LEAKAGE DURING INJECTION. 5. RITER TO THE PROJECT SPECIFICATIONS (IF ANY) FOR DETAILED REQUIREMENTS, SUCH AS: A. APPLICATOR'S ANO WORKMAN'S QUALIFICATIONS AND GUARANTEE. B. EQUIPMENT FOR INJECTION. C. WORK COORDINATION. D. SURFACE AND CRACKS PREPARATION. E. MIXING AND APPLICATION. F. EPOXY INJECTION PROCEDURES. G. FINISHING AND CLEANING. WOOD 1. WOOD MEMBERS SHALL BE DOUGLAS FIR-LARCH PER WCLIB VISUALLY GRADED DIMENSION LUMBER AND SHALL BE SURFACED DRY ( 19% MOISTURE CONTENT MAXIMUM}. STRUCTURAL FRAMING MEMBERS SHALL BE S4S AND GRADE MARKED AS FOLLOWS UNLESS OTHERWISE NOTED A. ALL WOOD MEMBERS (EXCEPT ITEM B BELOW): No. 1 OR BETTER B. STUDS, PLATES, BLOCKING, BRIDGING AND BRACING: No. 2 OR BETTER 2. PLYWOOD SHALL BE DOUGLAS FIR-LARCH, 5-PLY/5-LAYER, EXPOSURE 1, STRUCTURAL I WITH 32/16 SPAN RATING CONFORMING TO THE LATEST U.S. PRODUCT STANDARD PS 1-95 UNLESS OTHERWISE NOTED. 3. BOLTS SHALL BE STANDARD STEEL BOLTS WITH STANDARD CUT WASHERS WHEN HEAD OR NUT BEARS ON WOOD UNLESS OTHERWISE NOTED. 4. NAILS SHALL BE COMMON WIRE NAILS (0.131"fx2-1/2" FOR 8d; 0.148"-x3" FOR 10d; 0.148"-x3-1/4" FOR 12d; 0.162",x3-1 /2" FOR 16d) OR ACCESSORIES OF HARDWARE CONNECTORS. SEE BUILDING CODE FOR MINIMUM NAILING SCHEDULE AT CONNECTIONS. _J.,.,..J~fljiJIR&J;ONNECTORS AND ACCESSORIES SHALL BE SIMPSON STRONG-TIE CONNECTORS OR APPROVED EQUAL (SEE TABLE 1 ). 6. NONBEARING PARTmONS SHALL BE MINIMUM 2x4 STUD AT MAXIMUM 16" ON CENTER WITH TOP AND SILL PLATES AS SHOWN IN THE APPLICABLE DETAILS UNLESS OTHERWISE NOTED. 7. SILL BOLTING SHALL BE MINIMUM 5/B"• ANCHOR BOLTS EMBEDDED AT LEAST 7" INTO CONCRETE AND SPACED NOT MORE THAN 4'-0" APART UNLESS OTHERWISE NOTED. THERE SHALL BE MINIMUM 2 BOLTS PER SILL WITH 1 BOLT LOCATED WITHIN 8" OF EACH END OF EACH PIECE. 8. PLYWOOD NAILING SHALL HAVE A MINIMUM EDGE DISTANCE OF 3/8". NAIL HEADS SHALL BE FLUSH WITH TOP SURFACE OF PLYWOOD; SINKING NAIL HEADS IS PROHIBITED. 9. PROVIDE PLYWOOD EDGE NAILING AROUND THE PLYWOOD OPENINGS AND ALONG THE FULL HEIGHT OF ALL WOOD POSTS AND COLUMNS. 10. LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO WOOD MEMBER WITH PRE-DRILLED HOLES. 11. FOUNDATION PLATES OR SILLS AND SLEEPERS ON A CONCRETE SLAB, WHICH IS IN DIRECT CONTACT WITH EARTH, AND SILLS WHICH REST ON CONCRETE OR MASONRY FOUNDATIONS, SHALL BE TREATED WOOD OR FOUNDATION REDWOOD MARKED OR BRANDED BY AN APPROVED AGENCY. TREATED WOOD SHALL BE TREATED WITH ALKALINE COPPER QUAT (ACQ-C AND ACQ-D) CARBONATE OR COPPER AZOLE (CSA-A AND CA-B) AS APPROVED BY CODE. 12. WHEN LAMINATING 2-2x MEMBERS TOGETHER, USE 16d NAILS AT a· ON CENTER, STAGGERED UNLESS OTHERWISE NOTED. 13. PROVIDE DOUBLE OR 4x FLOOR JOIST UNDER PARALLEL, NONBEARING PARTITIONS UNLESS OTHERWISE NOTED. 14. PROVIDE LAMINATED DOUBLE STUDS UNDER EACH SUPPORT OF BEAMS UNLESS OTHERWISE NOTED. 15. SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS AT POINTS OF SUPPORT AND POINTS WHERE SHEATHING IS DISCONTINUOUS. 16. APPLY ADHESIVE TO CONTACT SURFACES BETWEEN HORIZONTAL PLYWOOD SHEATHING AND SUPPORTING WOOD MEMBER. 17. WOOD MEMBER WITH WANE SHALL NOT BE LOCATED AT PLYWOOD JOINT. 18. NO STRUCTURAL MEMBER SHALL BE CUT WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. 19. ENDS OF WOOD MEMBERS ENTERING MASONRY OR CONCRETE WALLS SHALL HAVE A 1/2" AIR SPACE AROUND TOP, END AND SIDES UNLESS WOOD IS TREATED WITH APPROVED PRESERVATIVES. 20. HARDWARE CONNECTING WOOD MEMBERS SHALL BE RECESSED WHEN REQUIRED BY ARCHITECTURAL FINISH. VERIFY WITH ARCHITECTURAL DRAWINGS TYPICAL 21. 3x SILL PLATE AND 3/16"x2"x2" STEEL PLATE WASHERS (OR SIMPSON BP) FOR SILL PLATE ANCHOR BOLTS AND HOLDOWN CONNECTOR BOLTS SHALL BE USED FOR SHEAR WALL RESTING ON CONCRETE. SIMPSON BP SHALL BE PROTECTED WITH ZMAX. 22. ALL BOLTS SHALL BE RE -TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. 23. BOLT HOLES AT WOOD MEMBERS SHALL NOT BE MORE THAN 1/16" LARGER THAN THE BOLT DIAMETER. 24. DOUBLE TOP PLATES SHALL BE SPLICED OVER STUDS TIP. TOP PLATE SPLICES SHALL HAVE 8-16d MIN. (STAGGERED) EACH SIDE OF EACH SPLICE. 25. SIMPSON HARDWARE AND FASTNERS IN CONTACT WITH TREATED WOOD SILL PLATES SHALL BE ZMAX COATED. ALL NAILS INTO TREATED SILL PLATES SHALL BE HOT-DIPPED GALVANIZED OR SIMPSON ZMt,;i, COATED NAILS. TABLE 1: LIST OF APPROVED SUBSTITUTIONS FOR SIMPSON PRODUClS SIMPSON CONNECTORS USP STRUCTURAL CONNECTORS (AS SPECIFIED ON DWGS.) {SUBSTITUTED ITEMS) SIMPSON A35 USP MPA1 -·-·- SIMPSON MST72 USP KST272 SIMPSON HU USP HD w z' ~u ~. ~w ·= I ~i~ ww< NZU i~ tJ z ~ "' "' u~ 0 > ffi " I "' " ;'! t: "'z "' s ~ I;; ,., z 1/j, ~ d, 0 1l gj ~ ;al ~ A" z ~ AG 0 \C ~ t.tlP ~~~ ~~ ~c)~ 0 iZ ur"" I:: ~z~ 4l >' .:.i 1!i "'" ~ --<.;j ◄ REVISIONS: £ 6-29-06 e DRAWN BY: VM CHECKED BY: RE/VM RECORD DRAWINGS DATE: 05/23/07 S-1.02 SHEET OF RJC#: 0223 XREF: CONC, SLAB-ON-GRADE --1 lYP. R[INF .7/-. I I • I I // I t 1'-6" MIN. r-#4 (W/ 9IY STD. HOOK END) / @ Ht" 0/C / ;-#4 CONT. I I TYP. REINF. --\, / \~ \~ \ lSUBGRAOE (SEE SOILS REPORT} TYP. SLAB DEPRESSION o S.O.G. CONC. SLAB-ON-GRADE --7 l I 1YP. REINF.--/1 TYP. EDGE @ S.O.G. ,4--90' STD. HOOK // TYP. ~ /r-CONC. • /I SI.Afl-ON-GIWJE , .· I (TYP. REINF. NOT I SHOWN FOR '+-<,,-..i ClARHY) "i"' FORM WORK SPECIFICATIONS I APPLICABLE 1:!Qfil; 1. USE THIS STARTER WALL WAil FOR ALL MASONRY /\NO CONC. WALLS UNLESS FULLY FORMED. 2. FOUNDATlON CONC. MAY 8E PLACED DIRECTLY INTO NEAT EXCAVATIONS PROVIDED THE FOUNDATION TRENCH WALLS ARE STABLE AS DETERMINED BY THE SOIL ENGINEER. IN SIJCH CASE, THE MINIMUM FORM WORK SHOWN ON THE DRAWINGS IS MANDATORY TO INSURE CLEAN EXCAVATIONS IMMEOIATELY PRIOR TO ANO DURING TH€ PLACING OF CONC. 3. CLEAN ALL PROPOSED CONC. CONTACT SURFACES AFTER CONC. HAS SET. D ' D ' -;,f -- \ -¥-----4d __ _,,_ '--180-STD. (2½" MIN.) HOOK LEGEND: d -BAR DIAMETER D -6d FOR f3 THROUGH #8 D -8d FOR /19 THROUGH /111 1 r/ sl/ 1 TYP. CONC. PAD o S.0.G. @ TYP. UNFORMED FOOTING @ TYP. BENDS o REINF. 1'-6" ~TYP. REINF. • TYP. CONSTRUCTION JOINT @ S.O.G. t!QJk; COIIIC. SLAB-ON-GRADE (TYP. REINF. NOT SHOWN FOR CLI\Rlfl') ·----7 ' 1. CONTROL JOIN1 SHALL BE A MAX. OF 15' -o• 0/C APART El\, WAY UNLESS OTHERWISE I\PPRO\IEO BY THE ENGINEER. TYP. CONTROL JOINT o S.O.G. ~ ,"f- L/ OPEN DITCH--, I TV'-T , I i:77, j ,-----CONC. FON. 1 -LOCATE PIPE TR"..NCH SO I THAT FOOTINGS WILL NOT I BE UNDERMINED i I j_, I ,,-BACKFILLED ✓'.,..r TRENCH y1 I 1. PIPES OR SLEEVES LESS THAN 2' IN DIAMETER MAY PASS THRU THE UPPER 2/3 OF THE FTC. AND WALL BE SPACED NOT LESS THAN 6' 0/C. 2. PIPES OR SLEEVES GREATER THAN 2" IN DIAMETER SHALL PASS THRU THE MIDDLE 1 /:l OF THE FTG. OR BE PLACED UNDER FTG. PER NOTE 3. WRAP OR SLEEVE PIPES TO PROVIDE 1 ' CLEARANCE TO CONC. ALL AROUND. 3. WHERE PIPES CROSS UNDER FTG., AND ARE NOT MORE THAN THREE FEET BELOW BOTTOM OF FTG., 8<CI\VATE AT LEAST 6" UNDER AND 1!!" AT EACH SIDE OF THE PIPE AND FILL WITH LEAN (1,000 PSI) TYP. PIPES & DITCHES O FOOTING @ TYP. OPENING o S.O.G. 45•-50• r-7'.--- /'\~--77, --re---......, ---- HORIZ. USE FOR #9 & LARGER BARS VERT . USE FOR #9 & LARGER BARS TACK AREA- 2/3 S'lLL{SEE /2;3sAC NOTE :; 0/3 MAX. D/4 MIN. HORlZ. & VERT. s HORIZ. & VERT. USE FOR /f8 &: SMALLER BARS USE. FOR #6 &: SMALLER BARS ~ 1. CHIP, GRIND OR GOUGE TO SOUND METAL BEFORE WEI.DING OTHER SIDE. 2. A PRE -QUALIFICATION TENSION TEST SHALL BE MADE BY AN APPROVED TESTING LABORATORY ON SAMPLES Of EVERY SIZE BAR BEING WELDED. 3. USE L= 1 ½' FOR #3 &: /f4 BARS, 2• FOR #5 BARS & 2 ½• FOR /f6 BAAS. TYP. WELDING @ REINF. , LAP SPLICE 1 ··,r ,r I SEE SCH. : ( j I s~rn II fc=S.OOOl'SI fl' ,. 001100 PSI II r SEE SCH. f()m4,000l'S! !y ., 60,llOO I'S! Ci.ASSOF a.ASSr,N CI.AS$'W CI.Al!!S'JI.' QI.NlS T I.AP S!'I.JCE !IIIRSIZE llAll!C TOP BASIC TOP l!J\SIC rop ,~ TOP MR BM BM !3NI #3 12· Hi"' 16" 21· 12· 16" 16" 21· -·---·--.,·-· --- #4 16" 21" 21· 28" 14" 18" 18" 24' #5 24' 31• 31" 41,;, 21· 27" 27' 35• _, -·-+------·-·-. - #6 33• 43• 43• 56" 28" 37• 37' 48" --···-~----------j 117 39• 50• 50• 651' 34• 44• 44• 57" ----~-· --·,- #8 47• 61" 61" 79• 41" 53• 53• 69" #9 56" 72" 72• 94• t ·4!!" 63" 63" 82' -· - #10 55• 85' 85" 111 • 57• 74• 74• 96" #11 7f{' 98" 98" 128" 65" 85" as· 111 • ~ 1, USE CLASS "B" SPLICES FOR VERTICAL &: HORIZONTAL BARS 1YP, U.O.N. 2. TOP BARS ARE HORIZONTAL BARS WITH 12" OR MOR£ OF CONC. CAST BELOW THEM. 3. VALUES SHOWN ARE FOR NORMAL WEIGHT CONC, TYP. REINF. LAP SPLICE o CONC. ( ) I m 0 0 N ,; E Qc, ., 00~ • OQ l Oo w~ z ~© <./ ~,o ; mm C ~~ • ¢m e· .S( xx • £ ·~ ~ n :,. e ~, ~t, ,. -" ~ fil ~ I i'] Cl-',z; a ~ "' i5 00 ~ (§iri cj i ~.~ ~ ~ 0;:) z ob 0 1l • ·--;::.-, ;,. ,.., 8: "' "' ~~ ~ ~ ,.. '" <&; ~ 00 r.nU"" ~ ffi "1 ~ ~ f? -· !;: '" _. i,l " e: ~ ~ /ii, «fj{ ◄ REVISIONS: DRAWN BY: VM CHECKED BY: RE/VM RECORD DRAWINGS DATE: 05/23/07 S-2.01 SHEET OF RJC#: 0223 XREF: t OF 2" STUD, I A.El., & CONC. FTG. -y. WALL FlNISH PER ARCH. OWGS. TYP. ____ ..,., CONC. SLAB-ON-GRADE (TYP. REINF. NOT $HOll'/N FOR CLARITY)-~ /-STD. HEADED BOLT {SEE / TYP. SILL PL BOLTING) / EQ • ...,· '-"-r-'-'4'1-. EQ. // /,-2J< P.T. SILL PL . / // ~,,.--..,::-~ \ ~ 1. SEE sorts REPORT FOR SUBGRAOE. / --1- 1 L-1,15 TYP. (2 @ TOP & 2@ BOT.) TYP. CONC. CURB @ CONC. FOOTING PLYWD. SHEATHING --- 90' STD. HOOK __/ -~ 1. SEE SOILS REPORT FOR SUBGRAOE. LAP SPLICE lYP. SEE 3/S-2.01 1-i/5 TYP. (2 @ TOP 1 &. 2 @ BOT.) I 6-----·-- TYP. EXTERIOR CONC. FTG. o STUD WALL 2x ! 4 STRINGER @ 12• 0/C-~ _ 7 _ 11"MII,, S.A.D. 1 I / -SIMPSON A35@ 16" 0/C /-5/8" II STD. Hfi.AOED BOLT @ 12" 0/C .1/ / / r--2x6 P.T. SILL PL /B.N/ / / ' •=· """""" 1. SEE SOILS REPORT FOR SUBGAADE. ~-CONC. SI.AB-ON-GRADE (TYP. REINF. NOT SHOWN FOR CLARITY) TYP. CONC. FOOTING @ STAIR TYP. VERT. REINF.----- ft Of MASOIIRY WALL, CONC. ' FTG. & VERT. REINF. I TYP. HORIZ. REINF. ---, , ,./•~---a• THK. SOLID GROUTED MASONRY WALL W/ DOll'/EL TO MATCH WALL VERT. R£1Mf. (SIZE, NUMf')ER & SPECIAL INSPECTION U.O.N. LOCATION); tAP LAP SPLICE TYP. SPLICE PER W,r-------,,k- 1/S-3.01 ----...i::.,,,:J[ SEE 3/S-2.01 i 90' STD. I HOOK TYP.---, #4 DOWEL@ 1 f4 DOWEL @ 16" 0/C -1 16" 0/C \. ;-CONC. S.O.G. {TYP. i RE!NF. NOT SHOWN FOR ClARflY) TYP. it> I t: £t: -r?d 1-#6 TYP. {1 @ I TOP & 3 @ BOT.) .. -~--I \,·r--- .,k '-i 1 ' / I ;+=-. /14. @ Hi" 0/C CONC. FTG. -_ _,/ 3• ·-·-k CLR. -,t"-· 9tr STD. HOOK TYP._+J-· _SEE_P_LA_N _ ____,,k (ALT. BENT) ~ 1. SliE SOILS REPORT FOR SOOGRAOE. CASE 8 DOWEL TO MATCH WALL VERT. REINF. (SIZE, NUMBER & LOCATION); LAP SPUCE PER 1 /S-3.01 --- -i------- ' ft OF MASONRY WALL, CONC. ' FTG. & VERT. REINF. LAP SPLICE lYP . SEE 3/S-2.01 CA§EA CURB WlOTH AS REQD. 4" MIN._ lit. 7• MAX. ~ 1 •. '\_+· --1/4 CONT. T8i8 Cl/ j ..,. -y-----~~===--j;;pj,7;' ~ ---CONC. CURB CONC. SLAB-ON-GRADE (TYP. REINF'. NOT SHOWN FOR CLARflY) ----, r· #4 @ 1&" 0/C @ CURB q_ -CONC. SlAB-ONc..GRA!JE / WHERE OCCURS t _~'.~~-PL f~r~~f~l: I '--·-SUl3GRADE (SEE SOILS REPORT) ·--90" STD. HOOK (ALT. BENT) TYP. INTERlOR CONC. FOOTING o 811 THK. MASONRY WALL @ TYP. CONC. CURB o S.O.G. ~ 1i Of 2x STUD, I A.B., & CONC. fTG. -vi 1 Ho-------2x STUD ! ,,,..--STD. HEADED BOLT {SEE EQ. , J,, Q. / 1YP. Sill PL BOLT1NG) L1LJ_ / f /' ,/-2x P.T. SILL PL. / ~ ~ ~ / WALL FINISH PER ARCH DWGS. TYP. ----- N...J I,,-/ ~==~-tµ ~-:Jl;~~==,_,,-,=-_ . j ~ ,· 1 \Llr~@:~iU1MJ~t I LcoNc. stAB-ON-GRADE {TYP. REINF. NOT SHOWN • 5 FOR CLARITY) "'o ~j<---7".'~-,/'c••·;''~; .fahfl----9---- [_#5 TYP. (2 @ TOP & 2 @ OOT.) 1. SEE SOILS REPORT FOR SUBGRAOE. TYP. INTERIOR CONC. FOOTING PLYWO. SHEATHING ----~--u WHERE OCCURS; SEE PLAN 2x STUO -----~-*! CONC. SLAB-ON-GRADE (TYP. REINF. NOT SHOWN FOR CLARITY)-·\ \ #4 @ 16" 0/C 7 \ \ £0 . ti_ OF 2x STUD, A.B., & CONC. fTG. /----PL YWD. SHEATHING /" WHERE OCCURS: SEE PLAN / .• ---STD. HEADEO BOLT (SEE I / TYP. SILL PL !lOL TING) 1 ,// .,,----2x P.T. SILL PL. 1 / / -1/4 @ 16" 0/C J.1, EQ. /' • , CONG. SLAB-ON-GRA!)E {iYP. REINF. NOT SHOWN FOR CLARITY) - _.1-~ 90' STD. HOO!i TYP. -if5 I.AP SPLICE ---#f> TYP. (2 @ TOP & 2 @ BOT.) SEE PLAN ~ 1. SEE SO!lS REPORT FOR SUBGRADE. TYP. SLAB RECESS c __ CONC. FOOTING DOWEL T-0 MATCH WALL VERT. RE!Nf. (SIZE::, NUMBER & LOCATION); LAP SPLICE PER 1/S-3.01 ----. 90' STD. / HOOK TYP. ~ EXP~ION JOINT @ ~ER!OR ~ , / PAVING WHERE OCCURS: --~ "/ S.A.O. FOR FINJSH GRADE-." . . . ·------"--', -~~-~-~---- ----e• THI<. SOLID GROUTED MASONRY WALL W/ SPECIAL INSPECTION U.O.N. LAP SPLICE SEE 3/S-2.01 ,-#6 TYP. (1 @ • CONG. S,Q.G. (1YP. REINF. NOT SHOWN FOR CLARITY) I TOP & 3 @ BOT.) I • . -0- ~-OF MASONRY WALL I, & CONC. FTG. -1'---- EXPANSION JOINT @ EXTERIOR PAVING WHERl:: OCCURS; SAD. FOR HNISH GRADE \ 90" STD. HOOK--,..__, \\ TYP. '-. ....... v, ' I i---MASONRY WALL BEYOND ' ' LAP SPLICE SEE 3/S-2.01 #4 DOWEL@ 16" 0/C --\ \ :'\ o OPNG. I. CONC. S.O.G. (TYP. RElNF. NOT SHOWN FOR CLARITY) l .J· s:~·., .p --1--'1.- g TYP. HORIZ. RE!Nf. ~ f-1 VERT, REINf. / Cl.ASS "A" I SPLICE TYP. 1 VERT. REINF. --, \ Cl.ASS "A" ' \1 SPLICE--, CORNER INTERSECTION ,-Ct.ASS "A" SAME SIZE &: SPACING AS HORI.Z. REINF.·--- /; SPLICE TYP. ,-2 VERT, REIN!'. :::· :\/_ l ~~~.~-t-' -4\--- ~--STD. HOOK TYP. ~--STD. HOOK, 1YP. ENO Al TERNA TE END PLAN ~ 1. BAR IMTERSECTIONS SHOWN APPLY TO ALL SINGLE CURTAIN INTERSECTIONS ANO TO All VARIATIONS Of VERTICAi. lit. HORIZONTAL REBAR POSITIONS. 2. TYPICAL VERTICAl REINFORCING NOT SHOWN FOR CLARITY. 3. USE THIS REINF. DETAIL UNLESS NOTED ON OTHER SECTIONS OR DETAILS. ,ST . HOOK TYP. I I .·--CLASS "A" SPLICE / TYP. 4 \IERT. RE!NF.·\ \g:l='f -CLASS "A" f SPllCE TYP. I CORNER INTERSECTIQN ENO PLAN !film,; SAME SIZE & SPACING AS HORIZ. REINf.--\ 1. BAR INTERSECTIONS SHOWN APPLY TO ALL OOUBLE CURTAIN INTERSECTIONS AND TO ALL VARIATIONS OF VERTICAL & HORIZONTAL R£13AR POSITIONS. 2. TYPICAL VERTICAL RE!NfORCING NOT SHOWN FOR CLARITY. 3. USE THIS REINF. DETAIL UNLESS NOTED ON OTHER SECTIONS OR DETAILS. <j:,,---2 V[RT, I REINF. i ~--Cl.ASS "A" SPLICE TYP. RElNF. o CONC. WALL ENDS ON 0~ oo oo Oo oo ~~ REVISIONS: & 6-29-06 "'1,o, •• •• ~x ·~ m 0 0 N ' C £ --• & I C & V " • g • I j ! G DRAWN BY: VM CHECKED BY: RE/VM RECORD DRAWINGS DATE: 05/23/07 S-2.02 SHEET OF ""'R,,...,J-C#.,,...:--0-223- XREF: 0 SEE PLAN PIPE COL @ CONC. FOOTING tfQTES: / 4"± , 4"f 7--··----~,r----,, TYP. VERT. RE!NF.--·, TYP. HORIZ. REINF.-' / / CONTINUE HORIZ. / RE!Nf. THRU JOINT ..... ../ / + I L MASONRY WALL I i -ff 3/a' CLR. FULL ' WALL HEIGHT 1YP. 1. SEE ARCH. D\1/GS. FOR JOINT LOCATIONS. 2. MAX. SPACING OF JOINTS @ MASONRY WALL TO BE 40' -o•. k LAP SPLICE l' 1 SEE SCH. 'i IWIS!ZE #3 ... #4 #5 #6 -· #7 #B #9 . 3' MIN. ({13 THROUGH #8) U.O.N. 41/2" MIN. (f/9 THROUGH # 11) 1).0.N. ·--i \ I .. ii» SPLICE I SEE SCH. fm " 1,600 I'S! 1y .. ao.ooo !'61 21" 28" 35• 42" 49• 56" 63" ON 00 00 Oo Oo Oo Wo rnrn rnrn ~, rno ~x "" ~,: t::v ;,_.~ ,w " -"'m <~0 ~ow o"N o:!=,:r, 00 t.l,j "( NZV 3. If JOINT LOCATIONS Af', SHOWN ON ARCH. DWGS. ARE MORE TH/IN * EX!'~·s-~07 * 40'-0" APART, CHECK W/ARCH. FOR ADDITIONAL JOINT LOCATIONS. S' ~'- g N ' J E ,, • ~. l ' C ~ u l • rn ~ • e E 0 & Q @ lYP. VERT. CONTROL JOINT o MASONRY WALL @ TYP. REINF, LAP SPLICE o MASONRY @ __:'Si~\'::_~"'_ r---------------------------------------------...... -+---------------------...,;;;~------------~--.-..~~=--------....... TYP. HORIZ. REINF. \ I ---~-, __ ----------- 1 I MECH. UNIT ---------------..., EQUIPMENT ANCHORAGE ---2x4 @ 16" 0/C W/ SIMPSON 'U' HANGER SEE MECH. DWGS TYP. ---~ I ! I / j J / 2 I// Z... I//~, . / , / • I -d_,,-·, I 4x SOLID SU<G. W/ SIMPSON '\.I' HANGER TYP . .....J ~ \~ \ '\ \._ CTSK. 3/s" !ll LAG SCREW W/ s· MIN. EMBEDMENT TO 4x MEMBER BLW. TYP. 1 L ... 3x ROOF RAFTER PER PLAN -····-ROOF PLYWO. i SHEATHING j ;> TYP, MECH, UNIT PLATFORM / ;i; x ~~ ' > "' I ' I' I I tlQJI; ,---~-------.-----------· -----·---~ -----~/ -· -·-····------· --· -·---------··-·· -----·-----------------T -' . c-PLATFORM PLYWO. 1 (NAILING @ 4x NOT SHOWN FOR CLARITY) , __ -:::;-_"", ---------'" , / ' •---• --_, ---•-------·--· -·---·-------------·----·---------·--·-· ' I I I I ~---MECH. UNIT .. J /-EQUIPMENT ANCHORAGE SEE MECH. DWGS. / TYP. I /// KEEP TOP OF PLATFORM LEVEL : ,./ r ~t:,:;p:zzzzzzzzzzz=·=,~~zz:zzz/2,2,z/zzzz/z/z/·t=;;=z/z,/zz·zz,=/=·=,zz=·2/2/~,::;::2/22·z/zzzzzzzzzzz:z;.~.~-:;;::i [:.~'\ 8: ·➔JV O ~-.. /' f:i. ,.: 11; ·-4x {SHAPE BOT. AS REOO. TO HAVE . / .,. / / I\ ~/ 'j :\i''\ I I ' " • I I. L.:f.. I ' / / / / , / ' I! / ~/ y ~ 1\ 7 I I \ I/ \ I ' I \J -17\ I ii .. • ,/ \ .I ,. // CONTINUOUS BE'ARING} 1YP. -2x4 TYP. -~-----• -• ,./ ..->,,.;. I/., • ROOF PLYW!J. <..'TSK. BOLT (BLW. / ~ . ---7-SIMPSON 1135 @ 16" 0/C BOTH SIDES SH'''.TH"'G _7 PL'IWD. TO AVOID / s ··;~· . / (STAGGERED AS SHOWN) 1YP. / "" "' INTERFERENCE TYP. , _____ _... . 1' : \ ... / II LJ_ 1-/ /I 3x ROOF RAFTER / PER PLAN ~ \ / \/ / ;\ I I \ I \ / / .,-/-,, ./ ~ \ I \ I ! I I ,Y t ! \ I \ -'I' Ii r.tt: I ,, I • ' ' . Ii ' \ \(\,I \ I \~· \ I V /' I /\ / \ / \ ' . 1. SEE 8/S-3.01 fOR INFO. NOT SHOWN OR NOT CALLEO. TYP. MECH. UNIT PLATFORM l OPNG. • 180" STD. HOOK (ALT. BEND) TYP. -SOLID GROUTED MASONRY WALL W/0 SPECIAL INSPECTION NRY LINTEL ,--TS COL. / GALV. : ---·-· TS COL GALV. TOP Of CONC. FTG. ---7 ' AU ti A /--7/, • II STD. HEADED I // s8u TYP. I / /"" 11/' THK. I / // NO~-SHRINK GROUT .. / ~s0H1o~w~:N WFoOt 1.· .• .... ~.ir.1~. t.•.·•·.··. •• •. j CL/IRITY) -"--+;,.. 7_;, : •'jv---" d# . · • /f t -i~---· _· -~·;,,,/·~-·-··:~, ---L--~""-~'""'' .:.. ,L TS COL. @ CONC. FOOTING / ~ /·-1 VERT. REINf. / r ·SPLICE TYP. I CORNER -STD. HOOK, TYP. PLAN / 1 VERT. REINF. ---1 SPLICE TYP. -7 I : / / / \\ INTERSECTION SAME SIZE & ,·-SPLICE TYP. SPACING AS HORIZ. / REINF. f"r-7"7--r-c,I~/,..· ..,._:....,' _[~E~rT, . / / \.... STD. HOOK, TYP. ALTERNATE END 1. BAR INTERSECTIONS SHOWN APPLY TO ALL SINGLE CURTAIN INTERSECTIONS ANO TO ALL VARIATIONS OF VERT. &: HORIZ. RESAR POSITIONS. 2. 1YP. VERT. REINF. NOT SHOWN FOR CLARITY. 3. USE THIS REINF. DETAIL UNLESS NOTED ON OTHER SECTIONS OR DETAILS. TYP, REINF, o MASONRY WALL ENDS ' i REINF. @ W/lJ. END TYP. - ' \ L . (FULL 2-#5 U.O.N WALL HEIGHT ) ' \ ' \ NOTE: r eJ -.....___" . ( ·~ .~ 1. USE THIS DETAIL U.O.N. r--. . 2 #5 U O N (FULL WALL LENGTH) , ,., / I a"± t""±1 .. -.., I i / II I I .:H 0.-. -H • "' '·" ' -H • "' ;n' ..... , . \OPNG.; \✓ ' /\ I \ r, r / r, . l ._-~- /[ ----' . / i , I I i ,. 8"± I O 4-', r------; / .... 1-/ ' ( ' ( -------· STD , HOOK @ EVE RY VERT. REINF. A BOVE OPNG. - / -·REI ENO Nf. @ WALL TYP. / 1/ ) /-2-#5 U.O.N. (FULL ,\LL HEIGHT) / w \\ C r---·----__ __,.,_ ·----- ' ' ' \ i '·' ,~ \ \-,~··2-.O.N. ( FULL WALL L ENGTH) TYP. MASONRY WALL OPNG. REVISIONS: £ 6-29-06 DRAWN BY: VM CHECKED BY: RE/Vivi RECORD DRAWINGS DATE: 05/23/07 S-3.01 SHEET OF RJC#: 0223 XREF: ~~ ¾' •• ~ ~ E = EDGE NAILING (EN) f = FIELD NAILING ' r I I "Z,. !-- A-A -3x BLI<G. BLKG. TYP. a:: w ::, ~ ~B w w, w ENO POST 4 TOP OF CONC. TYP. PL YWD. SHEAR WALL AND NAILING II II I! II ~ ·,. •• • · .. ------PLYWD. SHEATHING ~~- BOUNORY NAILING PER SHEAR WALL SCH.--~ 2x TRIMMER ·---•• ~ 2 ROWS OF 16d @ '•, 6" 0/C STGR. ' TRIMMER TO POST --·-···-...__ ...... CTSK. ·~'-+--P.T. SILL PL TOP OF CONC. +I,'}-------'!---\ i I <t II l.:i <d <l ! I I! i ll:i.:::J i!"<l '\ ~ !! ,1. <:_/ ,J, ,j /j ) :' 11 1 \ 11' c / <l 11 1 0 11 6 \'• 6 / \?~~-~ HEAVY PL. WASHER PER _,,// . /✓ \ HOLOOWN SCH. // '----A.B. BOLTING PER SHEAR DEEPEN FTG AS REQD ____ __/ WALL SCH.; SEE TYP. SILL • • PL. BOLTING • II H " ,, ~ 2-ROWS OF 16d @ 6" 0/C STGR. ✓-E.N. (IF APPLICABLE) E.N. /,..,........ (IF APPLICABLE)___/ -;-(!;·APPLICABLE),:__.~--~~~~-~~'"'! \__ HOLDOWN E.N. / \_ (IF APPLICABLE)-/ E.N. HOLDOWN--• 2-ROWS OF 16d @ ;, (IF APPLICABLE) 6" 0/C STGR. ---· 2x STUD---- v CASE B CASE A 8-B HOI.OOWN SllJD MIN ANCHOR BOLT EMBEDMENT ANCHOR Pl.ATE ANCHOR snJD BOLTS THICKNESS INT. Fm. LENGTH "E" WASHER SIZE EXT. Fm. HD2A 2-5/8"1fJ M.B. 3• SSTB16 5/9"0 12· ¼"x31/2"x31/2" HD5A 2-¾•~ M.B. 3½" SSTB16 ¾·-15" ¼"x4"x4" HDBA 3-7/s "0 M.B. 3½" SSTB28 7/a"0 15• ¼"x4"'x4"' HD10A 4-7/s"II M.B. 3½" SSTB28 7/s""' 18" 3/8"x5"x5" H014A 4-1"0 M.B. 31/2· 1·11 1 .,,, 20" 3/8"x6"x6" HD15 5-1"11 M.B. 51/2" 1¼"t 1¼·0 20· 3/s"x6"x6" TYP. HOLDOWN ANCHOR (HD) SCH. ~ ~ II i I II ,, E 1 E ""' PERIMETER MEMBERS, LEDGER, BM., DRAG, TOP PLATES OR BLOCK ----~ <?' IX! ·-...;:_ ! v Y 1 .......__ EDGE BLOCK f 3x4 FLAT FOR 10d 0 I J 2x4 FLAT FOR 8d J IST RAFTER --OR SOLID BLOCK.* 2-10d TOE NAILS A-A EA. END TO JOIST E II II II ""' ,// / r ---2x P.T. SILL PL W/ A.B. SEE "SHEAR WALL SCH." @ /~flELO NAIL (F.N.) ; I EDGE NAIL (E.N.) ·~ JOIST OR RAFTER 2x, 3x OR "TJI" MEMBERS @ 16" OR 24" 0/C * ALTERNATIVE: SIMPSON "z" CLIP OR EQUAL TYP. FLOOR/ ROOF SHEATHING/ NAILING @ 3-10d@ EA. BLKG.-~\ ~-PLYWD. SHEATHING r 3-10d @ EA. END TYP.----~ ______ :M~~~/~4 2x BLKG. @ 32" 0/C ----- 2-2x CONT. PLATES________./ 2x STUD WALL ···-----1 --/'-- PARALLEL TO JOIST 2x JOIST--~ 2-2x CONT. PLATES-·----./ 2x STUD WALL ----·-• --- ~-PLYWD. SHEATHING I PROVIDE BLKG. @ 1 HR. OR SOUND PROOF WALLS PERPENDICULAR TO JOIST TYP. NON-BEARING STUD WALL 4'-0" MIN. (16-16d @ 1 ½• MIN. SPACING) 1½" MIN. J 1 ! 111 +·+=+ 11111 r· I '--2-2x CONT. I l l ¼ PLATES \ >--··-2x STUD PER PLAN / \ I ; \ I \ I \ • I _,_ ------.t--\ V--V---I \ I '--STUD DIRECTLY UNDERNEATH / SPLICE LOCATION ---~1 STUD WALL AS NOTED ON DWGS. ____ ___, CONC. F'DN. --~ / ·'!c---+·l®J ,---· STANDARD HEADED / BOLT W/ SIMPSON BP, lYP.--~ ~~ P.T. SILL PL. z Si s :a,; • mo 0 ::, . I w=> . - ~ +-'\ I ' ' '. 1/ -} ~--9" MAX. & 5" MIN. EXC~~' ;;.,1/ ~ AS REQD. OTHERWISE BY~ STUD ANCHOR LOCATION PLAN 1. SEE GENERAL WOOD NOTES FOR SILL BOLTS WHERE PLATE IS DRILLED OR NOTCHED MORE THAN 1/3 ITS WIDTH, SILL BOLTS SHALL BE PLACED 9" EA. SIDE Of CUT. PLATES LESS THAN 6" IN WIDTH SHALL NOT BE DRILLED NOR NOTCHED UNLESS SHOWN ON DWGS. TYP. TOP PL. SPLICE TYP. SILL PL. BOLTING 2x STUD WALL W / 2x SOLE PL. / .~ 16d AT 16" 0/C STGR. PLYWD. SHEATHING-, // \ \\ /-DBL. JOIST / I / I I v ,/ / // ~, i ////// ~ // I\ i • '/ SIMPSON ST6236 EA. SIDE--~--t+---tt .40 ·w· Fl BEARING STUDS .,-- . 60 "W" NON BEARING STUDS I -w• I -f....::....+ 00 NOT OVER-SAWCUT CORNERS---~ PLAN f-"W~_ -SIMPSON ST6236 STRAP ~ .25 "W" BEARING STUDS .40 "W" NON BEARING STUDS STUD OR SILL PLATE BORED HOLES STUD OR SILL PLATE NOTCH OR CUT 1 --DO NOT OVER-SAWCUT / CORNERS ' ' __________ __, I / ~ , < I s z r ~ ~ i ~~ r .\_; I ... ~.01f~ovtoE sIMPsoN Ns NAIL SToPs - 1 ~ usE 1 • DIA. Bl~ To AT ALL PLUMBING PIPES, ELECTRICAL JOIST SEAT NOTCH GIVE ROUND CORNER ANO WIRES OR CABLE. TYP. NON-BEARING STUD WALL PARALLEL TO JOIST @ TYP. NOTCH, CUTTING & BORED HOLE@ ' I ~ ROTATE SIMPSON CC STRAPS AND BOLT HEADS TO BE LOCATED WITHIN THE WALL FRAMING SO NOT TO INTERFERE WITH ARCHITECTURAL FINISHES. I i i •1 { .!, EQ. i ♦' I ' -SIMPSON ECC COLUMN CAP W / 5/8" ¢ BOLTS IN SAWN LUMBER ,.// ¾" ¢ BOLTS IN GLUE-LAMINATED , ,---SIMPSON MST60 STRAP TIE BM. / NAILED W/ 16d x 2½" LONGT'·~---EQ~•--t-_S_E ___ E.,,P~LAN ____ EQ_. ---;-, EQ. ~ I t AT DETAIL •c• USE CONT. BM. & OMIT STRAP I ...t.: 1f--------~1b.,:::,-~~ -r1' "-PROVIDE FILLER BLKG. AS REQD. FOR DIFFERENCE IN BM. HT. TIMBER -~ !----POST >-------POST I---POST r.7 SEE PLAN ~✓--PLYWD. / SHEATHING /I ;-~~E PLAN ,/ ! .. \~ / // !\ // ~" / • -- " "-- I ~ 4 ---SIMPSON A35 CLIP EA. SIDE TYP. BM. SEE PLAN -·7 I I SEE PLAN ,-· PLYWD. SHEATHING .---· SIMPSON MST48 STRAP 1 TIE (NAILED) BEYOND ' . . .. . . . .-. . . . . ·-·-· ' --· 2-2x4 MIN. POST UNDER BM. ~ SEE PLAN BM. SEE PLAN l EQ. -· SIMPSON MST48 I ~ TIE (NAILED) I ,f I I I I l I I I ' ' \11 I I\ --~ ,/ I-' .... / .... --2-2x4 M UNDER B IN. POST M. 6d@ t i------___ .,,,.,.,-----f-·--WOOD POST OR MULT. STUDS ~~~---·16d @ 9" 0/ 4-16d j C '.A. SIDE ~ / ............ ~-16d@ g• 0/C SIDE • 0/C \ H-iU-1~---2x4 EA. f-'--2x4 STUD MIN. @ 1s· o/c--, .............--OF BM. i-,-·· ~ . .,;--"• • 0 @] ~ TYP. WOOD BM. CONNECTION \BM. I\ SEE PLAN /. r \__ SIMPSON ECC COLUMN CAP BOLTED ,____ ·-POST 0 SEE PLAN ~--BM. SEE PLAN ;-· 4-16d EA. SIDE I / 2-2x4 STUD t-11-..ll-l MIN. POST UNDER BM. 2x4 STUD MIN. EA. SIDE OF BM. -2x4 STUD MIN.@ 16" 0/C wz ~u w< >w .,~ i,.1-"' <~W -'O <.O O~N o?,m ~~~ NZU tJ REVISIONS: DRAWN BY: VM CHECKED BY: RE/VM RECORD DRAWINGS DATE: 05/23/07 S-4.01 SHEET OF RJC#: 0223 XREF: 0 i 0 • 0 I "' 0 r-------i------i 1 ---·-··-······--·------+-b' ~h===+,' '7777'7777'7777'77/m77'7770/'7':!/7'7,7""_ ."'. l -~-~,--f, •• / I I ? I f "' L ______ ·---------- 0 0~- 0>---- 1//1'.'•.f' I 2'-o 1,~'21,;• TYP. FOUNDATION PLAN CONC. MASONRY UNIT SEAT WALL; S.A.D. 1 tiQru; 1. SEE ARCH. DWGS. FOR ALL DIMENSIONS NOT SHOWN. 2. SEE ARCH. DWGS. FOR ALL WALL ELEVATIONS. 3. SEE ARCH. DWGS. FOR EXACT LOCATION OF SLAB DEPRESSIONS. 4. SEE MECH. DWGS. FOR EXACT LOCATION OF DUCT OPENINGS . 5. 8" THK. MASONRY WALL REINFORCEMENT SHALL BE /15 @ 16 0/C VERT. & #5 @ a· o/c HORIZ. 6. SILL PLATES FOR ALL NON-SHEAR WALLS SHALL BE 2x P.T. SILL PL W/ 5/a• 0 X 12" ANCHOR BOLT @ 48" O.C. 7. SEE S-1.01, S-1.02, S-2.01, 5-2.02, S-3.01, S-4.01 & S-4.02 FOR INFO. NOT SHOWN OR NOT CALLED. 8. SOILS/ GEOTECHNICAL REPORT SHALL BE PART OF THE PLANS. REPORT IS TO BE KEPT AT THE CONSTRUCTION SITE AT ALL TIMES. 9. ALL EXCAVATIONS SHALL BE APPROVED BY THE SOILS ENGINEER AND OR THE ENGINEERING GEOLOGIST PRIOR TO PLACEMENT OF REINFORCING STEEL. DOCUMENTATION OF THIS APPROVAL SHALL BE LITT ON SITE FOR THE BUILDING INSPECTOR AT FOUNDATION INSPECTION. CONC. FTG. BLW. POST 2x STUD WALL ABV. /;'·--..__ __ INDICATES POST ~i-.. r INDICATES HOLDDOWN SEE /✓y,.'v V 12/S-4.01 5• THK. CONC. SLAB-ON-GRADE W/ #4 @ 16" 0/C E.W. @ MID-DEPTH OF SLAB; SEE SOILS REPORT FOR ADDITIONAL INFORMATION. SLAB DEPRESSION INDICATES a• THK. MASONRY WALL (SEE NOTE 5) SHEAR WALL SCHEDULE SYM. CAPACITY WALL SHEATHING SILL PLATE SILL CONNECTION NOTE LB/FT CONCRETE & WOOD MASONRY 62A 340 15/32" THK. STRUCT. I PLYWD., BLKG., 2x 5/s" ii x 12" A.B. 10g WD. SCREW @ A, B, C W/10d @ 6" 0/C E.N. & 12" 0/C F.N. @ 48" 0/C 4" 0/C x 4" LONG A. THIS TABLE FOR USE WITH 2x STUD AT 16' 0/C MAXIMUM. B. SOLE PLATE NAIUNG SHALL BE PER SHEAR WALL SCHEDULE. WHERE WOOD SCREWS ARE USED, PILOT HOLES SHALL BE DRILLED PRIOR TO INSTALLING WOOD SCREW. C. ALL NAILS SHALL BE COMMON NAILS. 0 .. 1 /4" NORTH ~ 2' 4' 8' -1'--0" ~ -"' "' u~ " -" ~ ffi -j o.; ::.a~ "' i:; en C ;o ~ ~ z;z ~ d. l? '" ~ ~~ ~ 0 ~ " 0 ;, z §lg 0 8 " '",; g ~~ ~~qi (.) 0 &; ~ "' ~ ffit~ 1-<-.• ~~~ --~ <~: ◄ REVISIONS: DRAWN BY: VM CHECKED BY: RE/VM RECORD DRAWINGS DATE: 05/23/07 SL-1.01 SHEET OF RJC#: 0223 XREF: lYP. 2-2•~ 3 1YP. L-20 15/32• THK. SfRUCT. I PLYWD. W/ 10d @ 4" 0/C BOUNDARY @ 6" 0/C CONTINUOUS PANEL EDGES @ 12" 0/C FIELD BLOCK ALL EDGES PER 8/S-4.01 TYP. -1 lYP.c-'c:-:-1 \ \ I ---+------J/''"•·1------...... _ - l OPNG. / / ,/ / // \ \ / \ _I -/ \ // I I / i /' I r· ----- i i I 4x10 / \ / I I I \ I • \ \ 3x10 I I 3x10 4x10 '--><OPNG/1 0 ~, 0 3x10 --X X •. I') / ,,,, 3x10 @ 1s• o/c \ OPNG. / \ / . / J / \ I \ i ,,,, I I ' / I I • • \ n !I@ L-21YP. \ i \ lYP. L ________________________ j \ ~----------------------. I I 4x10 SIMPSON D HANGER --,--+---1YP' 3x10 I \ 1 ______ 1,.....1, __ .::;3x:.!1;:::.0....:.1 ;!l'-OPNG 11;! 3x10 \ J:l / ,i:i------------ 4x10 / , I i I I 3x10 @ 16" 0/C SIM. ' I © 3x10 @ 16" 0/C ,\ 3x10 @ 16" 0/C (7\lf?\1 ~~ 4x10 PEN/" .,..__ ,../" / ·-- 3x10 @ 16" 0/C \ I I \ I ' ' I I I ' I I ! I 1; _______ _j I·· 3x10 @ 16" 0/C 0 l',QPNG/1 0 -',( -X X I') / ~ I') / '. ' I x \ I ' I I \ \ I ' I I ' \ 4x10 15/32" THK. STRUCT. I PLYWD. W/ 10d @ 4• 0/C BOUNDARY @ 6" 0/C CONTINUOUS PANEL EDGES @ 12" 0/C FIELD BLOCK ALL EDGES PER 8/S-4.01 lYP. 3x10 3x10 4x10 ' I i / ' i I I ' / ' / I / J / 1/ \ \OPNG. \ / \ // -;- /I / _/ \ / \ ' \ I r PARTIAL SECOND FLOOR / ROOF FRAMING PLAN O.H. O.H. 4 ·-2-2x4 / / O.H. -0 ~ 1. SEE ARCH. DWGS. FOR ALL DIMENSIONS NOT SHOWN. 2. SEE ARCH. DWGS. FOR ALL WALL ELEVATIONS. 3. SEE MECH. OWGS. FOR EXACT LOCATION OF DUCT OPENINGS. 4. s• THK. MASONRY WALL REINFORCEMENT SHALL BE /15 @ 16 0/C VERT. & #5 @ 8" 0/C HORIZ. 5. SEE S-1.01, S-1.02, S-2.01, S-2.02, S-3.01, S-4.01 & S-4.02 FOR INFO. NOT SHOWN OR NOT CALLED. 6. ALL EXTERIOR 2x SfUD WALL FRAMING SHALL BE FULLY PLYWD. SHEATHED. LEGEND tEI POST 2x SfUD WALL Wo//4''2'!3 INDICATES 8" THK. MASONRY WALL (SEE NOTE 5) L :::: :::: ::::J INDICATES MASONRY WALL BLW. NORTH @ 0 2· 4' 1/4" -1'-0" 8' REVISIONS: & 6-29-06 _J <( -~ <( 0... DRAWN BY: VM CHECKED BY: RE/VM RECORD DRAWINGS DATE: 05/23/07 SL-1.02 SHEET OF RJC#: 0223 XREF: 0 . . .''.'"-i ____ ~----~'·----// /; i/ II / 1/ i/ i ,' /r·-------~,_-_7,,··-···_'1/ : /,f ,'i • ll i //:-;:;.~;:-;'..:,··~ === 1,1 ,i l ~ I /,' /!,.--:.:.-,~--~~=-·=· =,-:'/ ; /' ~ .! L½,--.---·-----------·------<r' ,, i/ ~--•'"'?_; ___ :j /i i ~•,._, ------------~-~---_.;:,_" ! ! \ ! \ cp -----------------•-----------------1--- ·--... ,_ -, -----------· -----· ·-·--------_,_ ----,..--- ! SIMPSON CS16, I TIE STRAP Af'N. ;:=, -=:.:.====iPlill'~YWl£:il!EATHlNG x 12'-0" LONG,-~ -----~ ' !//µ ---3 /( ---------------------l-ZO -- /' 0 ! ! ! cli' ,,: i i!! \ \ ' 0 I i \ \ -~'----•---··--------------,.. ! ! .----15/32" THK. STRUCT. I PLYWD. W/ ..-, 10d @ 4" 0 /C BOUNDARY @ 6" 0/C CONTINUOUS PANEL EDGES @ 12" 0/C FIELD BLOCK All EDGES PER 8/S-4.01 TYP. • PIPE COL BLW. HIGH ROOF FRAMING PLAN \ \ \ \ tiQIES; 1 . SEE ARCH. DWGS. FOR AU. DIMENSIONS NOT SHOWN. 2. SEE ARCH. DWGS. FOR ALL WAU. ELEVATIONS. 3. SEE MECH. DWGS. FOR EXACT LOCATION Of DUCT OPl:;N!NGS. 4. 8" THK. MASONRY WALL REINFORCEMENT SHAU. 8E fl5 @ 16 0/C VERT. & #5 @ S" 0/C HORIZ. 5. SEE S-1.01, S-1.02, S-2.01, S-2.02, S-3.01, S-4.01 & S-4.02 FOR INFO. NOT SHOWN OR NOT CALLEO. 6, ALL EXTERlOR 2x STUD WALL FRAMING SHALL BE FULLY PLYWD. SHEATHED. NORTH ~ 4' 1 • -o" 8' r?j~ I~· bf,_~,;;;-* EX!', 6• C1\l REVISIONS: DRAWN BY: VM CHECKED BY: RE/VM RECORD DRAWINGS DATE: 05/23/07 SL-1.03 SHEET OF RJC#: 0223 XREF: ' ... ' "' ' CX) • ... it. OF REINF. & I TRANSVERSE STL PL I 4" 8" 4" . -;if---,t~---,f--,/'- EQ. EQ. 0 • 0 I I I/ ------0 + ' 0 + 0 1 ~C.P. ~ lYP. / STL. PL. NELSON WELDED STUD lYP. -· WELDED REINF. lYP. W BM. c MASONRY WALL PLYWD. SHEATHING--\ SIMPSON PA35 @ \ 32" 0/C \ / 1-#5 (FULL WALL LENGTH) 1" lYP. CLR. :,.t 1YP. / -SIMPSON PA35 @ 32" 0/C 8.N., . I O'' uJ i "k---- /' • )/ ' PLYWD. SHEATHING ---, 'L• -------'-I r .• .--8.N. ' I ol Wi <' ? 3x FLOOR JOIST _J ./' ./ / 3x LEDGER W/ 7/8" ¢ STD. // // HEADED BOLT @ 16" 0/C -· // \ 3x ROOF RAFTER 2-#5 (FULL WALL LENGTH)__/ lYP. HORIZ. REINF.-----------______ -,7,.z ... / -----l,?-1'.'1,/ lYP. VERT. REINF.-------/ '/ •// \,,\~--SIMPSON HU JOIST HANGER ~--3x LEDGER W/ 7/8" I& STD. HEADED BOLT @ 16' 0/C / / / ,__ ______ 8" THK. SOLID GROUTED / // MASONRY WALL W / FLOOR JOIST /ROOF R~ ER o MASON~~~~~~~N @ S.A.D. SAD At, ,F---;:S:;;HA;:;P;;::E-;F:;-LOO=R;---,i:,;-,,-,,-/..,,, ----• • • -'-1>'- --~ISTs::E SAD. :: ; --L 2-#5 (FULL WALL LENGTH) 1/(~-?,.;AX) / SIMPSON CS16x60" MIN. / STRAP @ EA. PA35 Il l 17~1r--{~A3~ PLYWD. SHEATHING - // SIMPSON PA35 @ 32" 0/C-, B.N. lYP. HORIZ. REINF.-------------------~-lYP. VERT. REINF. ------ / / / / / / a• THK. SOLID GROUTED ? < MASONRY WALL W / ;/~ /, SPECIAL INSPECTION-------~""'//,-// 1· CLR. TYP. 1--1-#5 (FULL WALL LENGTH) FLOOR JOIST c MAS NRY WALL INSTALL MAX. NUMBER OF BOLTS {7/a• I A325N PT. BOLTS) -~. 3x NAILER W / 5/8" 0 WELDED STUD {DAP) @ 24" 0/C (4• FROM EA. END MAX.) - I W BM. _J ~ ---3x NAILER W/ 5/8" 0 STD. HEADED BOLT (OAP) @ 24" 0/C I I/--3-lfl I . I 1/f THK. STL. PL. W/ 7/8" ¢ x , 5 1/1 s • NELSON WELDED STUD lYP. / {TOTAL OF 6) ~J_ 8" THK·. SOLID GROUTED MASONRY 1-#5 (FULL WALL LENGTH)---\ \ -~--- WALL W / SPECIAL INSPECTION OF MASONRY WALL, VERT. REINF. & STD. HEADED BOLT -B.N. • SIMPSON PA35 @ 32• 0/C PLYWD. SHEATHING 1 1 ! /,/ 2-/15 (FULL WALL / LENGTH) _ _/ i OF MASONRY WALL, , VERT. REINF. l_ 3x ROOF RAFTER --SIMPSON HU JOIST HANGER ROOF RAFTER c MASONRY WALL lYP. HORIZ. REINF. --~ lYP. VERT. REINF.--~ f"./-.v//' ~"' • / .!-------8" THK. SOLID GROUTED I SIMPSON CS16x60" MIN. STRAP @ EA. PA35 lYP. f /@ EA. fr71' -1PA35 /4 lYP. / • / MASONRY WALL W/ ' / SPECIAL INSPECTION // / /' ~· / /' ,/ ,. ;--1-#5 (FULL WALL LENGTH) / lYP. / -SIMPSON PA35 @ / SIMPSON PA35 / @ 32" 0/C ----- B.N. ClR. 1YP. / 32' 0/C I ·--'' ,_ 3x BLKG. lYP. J 3x FLOOR JOIST ----' /1 ~ /' • -\ \ / / / ,· ' 3x LEDGER W/ 7/a" 0 STD. /1 / / ~/ \ \ Pl YWD. SHEATHING lYP.-~ 3x BLKG. I lYP.-- --3x ROOF RAFTER HEADED BOLT @ 24" 0/C _ _,, /' '/ \ \ / /. / \ •~--SIMPSON HU JOIST 2-#5 (FULL WALL LENGTH)--/ : /' \ HANGER / I / \ / ' / ; ,; , 3x LEDGER W/ 7/8" II STD. / ~ /. HEADED BOLT @ 24" 0/C '/ / / ' // I t OF MASONRY WALL i & VERT. REINF. FLOOR JOIST/ROOF RAFTER o MASONRY WALL PLYWD. SHEATHING I i <l,. I I ' I ' z 00 ~ lYP. VERT. REINF. --------~ 1'-o• LAP W/ 5-16d NAILS I-),--2x BLKG. '1 I ;--SIMPSON A35 @ 16" 0/C / / / 1_ 3x ROOF RAFTER I ----,_______ __ 3x NAILER --Ir I 2-#5 (FULL WALL LENGTH) / .// ·----.__ 5/a • ¢ STD. HEADED ./ BOLT {OAP) @ 24" 0/C ' ~// ,... ____ 8" THK. SOLID GROUTED lYP. HORIZ. REINF.-----'/ // MASONRY WALL W/ / , ' SPECIAL INSPECTION / /' ,/ /,/_ I t OF MASONRY WALL, VERT. REINF, & STD. HEADED BOLT ROOF RAFTER c MASONRY WALL PLYWD. SHEATHING -, I I SIMPSON A35 / @ 16" 0/C ___ J • • z 00 ':E --· / / lYP. VERT. REINF. ------".I / -- ,--2x BLKG. @ 1s· 0/C W/ SIMPSON A35 @ EA. END lYP. ------5/s· ¢ STD. HEADED ) ,j':_3x ROOF I RAFTER 1YP. BOLT (OAP} @ 24" 0/C /f-----s• THK. SOLID GROUTED MASONRY WALL W/ SPECIAL INSPECTION l OF MASONRY WALL, VERT. REINF. & STD. HEADED BOLT ROOF RAFTER c MASONRY WALL // /2/ / --. ,. · // ·r--------8" THK. SOLID GROUTED TYP. HORIZ. REINF.--./ 1/ /, ,/ MASONRY WALL W/ 1YP. VERT. REINF.-,,,--1 / SPECIAL INSPECTION / / _/ / // ,----PLYWD. SHEATHING /> :..;;,.-l" 1 -1-#5 (FULL WALL LENGTH) ,-SIMPSON PA35 @ ;,;, ~ CLR. / r:;,,,ON PA35 @ j 32" 0/C // /1 lYP. 32" 0/C pc:ti::::zJ'zz'f~z=fqqq~f!'lz~W/7/'t/ Jfi//l --_ -I--PLYWD. SHEATHING 7 . -8.N. I t 3x FLOOR JOIST J // 3x LEDGER W/ 7/8" it STD~ // HEADED BOLT @ 16" 0/C / 2-#5 (FULL WALL LENGTH)----•/' I L 3x ROOF RAFTER \\ \ \ \ \ '~--SIMPSON HU JOIST \ HANGER \ ---3x LEDGER w/ 7/a" 'fJ STD. HEADED BOLT @ 16" 0/C ; OF MASONRY WALL I& VERT. REINF. FLOOR JOIST /ROOF RAFTER o MASONRY WALL VARIES (S.A.D.) 5'-0" MAX. PLYWD. SHEATHINGl -2x4 BLKG. B.N. /--2x BLKG. / /-SIMPSON A35 @ / 16' 0/C / 1 3x ROOF RAFTER l ~---2x RIM PL. W/ 2-16d @ a• 0/C (MIN. 2-16d @ EA. RAFTER END) • 7 , ____ L-3x NAILER // / /. 2-#5 -"----+-+/ /, (FULL WALL LENGTH) // -------/ 1/ ------5/a· II STD. HEADED lYP. VERT. REINF. ~ -·--· BOLT (OAP) @ 24' 0/C /// ,_ _____ 8" THK. SOLID GROUTED 1YP. HORIZ. REINF. __,..,,,--• / MASONRY WALL W/ I I SPECIAL INSPECTION 't_ OF MASONRY WALL, • VERT. REINF. & STD. HEADED BOLT ROOF RAFTER c MASONRY WALL 1 -----2x RIM PL. (BREAK @ , EA. 4x ROOF BM.) / VARIES (S.A.D.) 5'-o" MAX 7 . -t--:-~~F BM. BEYON~~---- 1 (;HAPED AS SHOWN)--, r --2x BLKG. /0--SIMPSON A35 @ • 16" 0/C I -I i I • (B.N. MQr ,t--~1 i-L--....J\.M:F;tiz:z;b=::zzjz:==zz:; ~ 3x ROOF RAFTER f=1E--fl-~~-?--..J~t l ~r ~;;:; l r-- /'_::4 I -_·-.------~b',., ":1../,-H,-,.;:,,·.,,."· ~-;------3x NAILER '-----2x RIM Pl. W/ • z I 2-16d @ s• 0/C "' ':E / ~-2-§5 (MIN. 2-16d @ EA. 4'-7 //~/;_,. (FULL WALL LENGTH) ENO OF 2-2x4 WHERE OCCURS-, 2-SIMPS00 SDS¼x41/2 WOOD SCREWS RAFTER ENO) 4x ROOF BM. lYP---~tti==·=----_:::r . -----2-2• PLAN I 't OF MASONRY WALL, VERT. REINF. & STD. HEADED BOLT ROOF RAFTER/ ROOF BM. o MASONRY WALL PLYWD. SHEATHING - 2-SIMPSON SOS ¼x6" WOOD 4-4-Bd/ BLKG, A SCREWS@ EA. 2x4 FLAT LET-IN -\ \ /Ii\ B.N. ...--2x RIM PL. W / 2-16d @ a• 0/C (MIN. 2-16d @ EA. 2x4 FLAT LET-IN) l l PLYWD. SHEATHING ./\ ·--:: \ \ A \ __ 2x4 BLKG. ' \ I ,\, "/ , [ 1 \ \ '----2x4 FLAT LET-IN @ 16 0 C L3x ROOF RAFTER 'ex, ~/ /-~_,-~-~I-"\\___ 3x BLKG.; (SHAPED OR 4x ROOF BM. -J-j-' \ \ AS SHOWN) WHERE OCCURS '/ ,,_ ,,_ \'~ 3x NAILER lYP. / 2x BLKG. @ 16" 0/c/ 2-#5 BEHIND W/ SIMPSON / / ,,___ ,,__ , (FULL WALL LENGTH) A35 @ EA. END lYPf , __ 5j,8• ¢ STD. HEADED ~' ',,__ SIMPSON A35 ,,_ , ;:, BOLT (DAP) @ 24" 0/C @ 16" 0/C --~ ,,__' ,,,__-+------8" THK. SOLID GROUTED ' ·~< MASONRY WALL W/ '-.. \ • ' SPECIAL INSPECTION '-., ,,__ ,,_ '-,,, I f-----1 -\,-...~..,--; \, ~ 2x4 BLKG. \_ .. 2x4 FLAT ' ...:_, ,,"-. '--lYP. VERT. REINF. -'-"-' '1)-' '"-.._ I ··~--lYP. HORIZ. REINF. 3x BLKG. / SHAPED- A -A l OF MASONRY WALL, VERT. REINF. & STD. HEADED BOLT ROOF RAFTER c MASONRY WALL ~ -u; Ol u~ ~ ~, 8 ~ ~ ~6 [;; ,, ~ ~ 6 ffi g d, :!: ~! "' ~ z "" C§ • @g ;,., g ':.: ~ ~ i;: ~ "'~ ~s: ~ "'z ~ &l >.:., z ~ en.~ -·<i(~ ◄ REVISIONS: DRAWN BY: VM CHECKED BY: RE/VM RECORD DRAWINGS DATE: 05/23/07 SL-2.01 SHEET OF RJC#: 0223 XREF: VARIES (SAD.) 5' -0" MAX. r-·-2x BLKG. PLYWD. 1/--SHEATHING -7 l (B,N. t:!+==31.=====jl iz' zf:::===q~;z::zz;:,l;=,;:Jl - SIMPSON A35 @ 16" 0/C ] I / " Fr~--~<>< ~ , / ;· :-7-· 3-16d NAILS I ~~ , .• / --2x4 i,--~w=,,,-__IJ.. " -2x RIM PL. 1-· 2x RIM PL. W/ 2-16d llmz==ll,.. ""- @ 8" 0/C (MIN. 2-16d , ·,, @ EA. RAFTER END) " '-3x NAILER W / 5/8 • " 3x RAFTER SHAPED TO MATCH ~ WELDED STUD {OAP) ADJACENT ROOF RAFTER--~ ~ @ 24" 0/C (4" \ FROM EA. END MAX.) \-. HSS BM. PER PLAN GALV. --STL. PIPE COL. C.P.}-~ \ -W BM. \ \ I~-· STL. PIPE COL I I I \ • '·\ ·-STL. PL. BOTH SIOES ~--STL. PL. BOTH SIDES 1'-0" LAP W/ 5-16d NAILS L ., ~ PLYWD. SHEATHING ' 2x BLKG. ·--·"' I ' '"" B.N.-·\ I • . , . < """' ' + + I ,,.-·-SIMPSON A35 > "~/ + ,/'1 @ 16" 0/C < 1 + /,.,..,.,.,. + I ,.. / I ' r-~--I l I I I • 3x NAILER W/ 5/8" " / t._ 3x ROOF RAFTER WELDED STUD (DAP) TYP. @ 24" 0/C W BM. > t V \ 4x NAILER W/ 5/8" '/> WELDED STUD (OAP) @ 24" 0/C --~ PLYWD. SHEATHING \, SOLID WOOD BLKG. @ / 32• o/c (W/ 1/. • 0 THRU BOLT (DAP) @// ! 32" 0/C) 1YP. --j W BM.- I I ROOF RAFTER @ HSS BM. @ SLOPED PIPE COL @ W BM. @ ROOF RAFTER @ W BM. @ FLOOR JOIST @ W BM. LAP SPLICE -,!,<~-----------· i SEE 1 /S-3.01 ½ • THK. STL. PL GALV.--" \' / I / . : 2-#6 -\_ i I \ i_ HSS BM. PER PLAN \__ GALV. ~- NON-SHRINK GROUT AS REQD. ~--5/," q; x 8 3/15" NELSON wfLDED STUD, CENTERED ON STL. PL. I i MASONRY WALL __ J • ~->-~---// '---\----,--' \ I WELDED REINF. ----~ L_ STL PL. HSS BM.@ MASONRY WALL PL YWD. SHEATHING ··--- 2-SIMPSON SOS 1/4x6" WOOD SCREWS @ EA. 2x4 FLAT LET-IN 1 \ \ di\ 4-Bd/ BLKG. , ll\ / I r -B.N. I i;.. ...r/ i , /1 • /,,..// ,' X : ./ ~ ('""-..----...LI-:/.\ {-+~~t~-~/~~;11/ -3-16d NAILS 2-16d @ EA. // 2x4 FLAT LET-IN I ~} 7 .\ L3x ROOF RAFTER • ~~-'t q-\ -~ \~ TYP. / ~ ;;r; "': -\ . \ '--2x RIM PL. 2x BLKG. @ 16" 0/C / :::! '°' \ \ l__ 3x BLKG. BEHIND W/ SIMPSON / / " 1 A35 @ EA. END TYP.-/ 1 \ 2x FLAT LET-IN J ": I @ 16" 0/C SIMPSON A35 "-. \ 3x NAILER @ 16" 0/C I ':::-i 0 I 5/a" ¢ STD. HEADED •" ~----·· 2-#5 (FULL WALL BDLT (DAP) @ 24" 0/C ----_; "'' ...__ LENGTH) ·-,~ 8" THK. SOLID GROUTED ~---··--TYP. VERT. REINF. MASONRY WALL W/ .. ----· ---SPECIAL INSPECTION ----· ---1YP. HORIZ, REINF. l OF MASONRY WALL, I VERT. REINF. & STD. HEDED BOLT ROOF RAFTER @ MASONRY WALL PL'IWD. SHEATHING·-\ 2-SIMPSON SDS ¼x6" WOOD SCREW ( CTSK.) // @ EA. 2x4 FLAT / LET-IN _____/ -B.N. 4x ROOF RAFTER--~ PLYWD. SHEATHING ·, I \\ B.N. A \ \ \ \ ,,,,,...--2x RIM PL. W/ ,· 2-16d @ 8" 0/C (MIN. 2-16d @ EA. 2x4 FLAT LET-IN) \ . \ . \ 1----2x4 FLAT LET-IN @ 16" 0/C \ '-·-3x BLKG.; (SHAPED AS SHOWN) ~--3x ROOF RAFTER \ I >-------< \ 1--1-~ , \ 3x BLKG. / SHAPED _./ \\ 2x4 BLKG. -2x4 FLAT A-A ROOF OVERHANGE VARIES (S.A.D.) s·-o· MAX. 2x BLKG. \ PLYWD. SHEATHING ••• SIMPSON A35 @ 16" 0/C Fl~~~~N'::~:----I ✓rl __ 7Ar---l=~m/::c/,.,-------.----1r / i_' ... 2x4 BLKG. L. 2x RIM PL. W/ 2-16d @ 8" 0/C (MIN. 2-16d @ EA. RAFTER END) HSS BM.---\. 1/2" THK. CAP PL. \\ GALV. WELDED W/ 3/1 s" FILLET WELD ALL-AROUND A /1 I / I. I I I I 3 111 1/16 I ! I I i I I I I -3x ROOF RAFTER ."' OR 4x ROOF" BM. ~ WHERE OCCURS 3x NAILER W/ 5/a" ~ WELDED STUD (OAP) ~ @ 24" 0/C (4" ~ FROM EA. ENO MAX.) --HSS BM. PER PLAN GALV. r I · I,__ ____ PIPE COL. PER PLAN ------7 I I I : l J GALV. i S.A.D. I ' PIPE COL. GALV. --------1 I A-A I t OF HSS BM. & PIPE COL ROOF RAFTER o HSS BM. 2' -s• :l: VERIFY SHAPE 4x NAILER END S.A.D. _ SLOPE r;;;-~MAx_---} INSTALL MAX. NUMBER OF BOLTS {7/a" ¢ A325N PT. BOLTS) -, PL'IWD. SHEATHING --"" "'I 1¾·! 4x NAILER W/ 5/a" 0 WELDED STUD (DAP) @ 24" 0/C (4" FROM EA. END MAX.) 1 J==;;;;;;zz:¢===zz:::::~=;.;;zi::::il/// /~ A,. / 0 0 1i---i-----STL. PL. ...---STL. PL. ! . i--0 -it i 0 -'!s---------- W BM. @ MASONRY WALL 7\ . // / , / / / , / NELSON WELDED STUD TYP. ...V--',Cv/ / ___.........-· ,__ ______ 8" THK. SOLID GROUTED TYP. HORIZ. REINF. /. << MASONRY WALL W/ _.. • 1; SPECIAL INSPECTION TYP. VERT. REINF. _ ___...--/• / '/ / / //" / // EQ. ~ / W BM.-- 1,1. • THK. STL. PL. W/ 7/a" ti x 5t/1s" NELSON WELDED STUD 1YP. (TOTAL OF 6) EQ, 1-#5 (FULL 1 • • / / , SIMPSON PA35 @ WALL LENGTH) -'\-~LR_.1.~Ai✓-r;~/~~~t5l~#'~l~3~2:Jl"r:;O~/~C~~~~~e'i'.$~. :';.=;.~. P°'i'LYW=i.~D:;,;. ;';.'SH~-EA'e;-.T,,:;H~.IN=;.-Gg:-E.-~~1 a".~-~-~~~~ 0 0 0 ~) 0 ----0-----·0"·-·---D------e-·-·--&-----0---..... ·•--·-~~~ ............. . / 2-2x TRIMMER \ , •-· 4x BM. \\ \~--SIMPSON HUC JOIST \\ HANGER ---3x LEDGER W/ 7/s" f STD. HEADED BOLT @ 16" 0/C (B' FROM l OF MASONRY WALL, • VERT. REINF. EA. END) WOOD BM. o MASONRY WALL •, ff· '-+--SIMPSON MS172 STRAP TIE "['.f,. (STRAP ON BO~• );( ' ;\r:: .. ~ __:.·_-.;,1·I'.!'> -. --. ..,, __ ._ -...:.., . -·v . "'--"•-"-'"--'-''f- 1 PLYWD. SHEATHING-_J B.N. (2 ROWS AS SHOWN) I j L 3x FLOOR JOIST 1YP. I ---··--2x SOLID BLKG. (W/ SIMPSON A35 @ EA. END) @ 32" 0/C 1YP. --r S.A.D. $ 2-#5 (FULL WALL LENGTH) _ __....-TYP. HORIZ. REINF. -~ ---___ /_ 1YP. VERT. REINF. ~--8" THK. SOLID GROUTED MASONRY WALL W/ SPECIAL INSPECTION -~-SOLID GROUTED POCKET r rJ ~ ~ Sl ~ " ~; -I § ~6 " " ~ Z, ffi 00 ~ 8~ I ~ !b ~ z u, o~ . ~; ~~8 z 0\ ;G ~ t;; ;s il' " V, ~ :;a C' ~ -~ (I.)~;; I;, ,. ;1·. '" ~ -'t"< .... !- ,(:{] • ◄ REVISIONS: DRAWN BY: VM CHECKED BY: RE/VM RECORD DRAWINGS DATE: 05/23/07 SL-2.02 SHEET OF RJC#: 0223 XREF: > i > I A = • "~. t ~ L_ 4x RIM JOIST BEYOND \_ HSS BM. PER PLAN W/ ½• THK. STL. ENO PL. (HSS BM. & STL. PL GALV.) 3/ ~ , PLYWO. SHEATHING ; l I > -HSS BM. ~---4x RIM JOIST A-A r l I HSS BM. @ 4x RIM JOIST - \ \ PIPE COL \ \ e· PER PLAN--~\ ,,__ ___ e- \ I 1 • \ \ IA)(. \ IL,<: ~~ ! I i = • L HSS BM. 1 -STL. KNIFE PL I ----HSS BM. (SLOT IN BM. IS SLANTED FIELD VERIFY) HSS BM. @ PIPE COL -,,-..-.,, . ~HLl~E\ PLYWD. \ -3x ROOF RAFTER r-2x BLKG. I I / 1--PLYWD. SHEATHING BN 1/ ii • ·1 1 . I I X J < > > I i ' :::;,' I I \ •. i_ --' \-SIMPSON A35 @ 16" 0/C ~-2-2x CONT. TOP PLATE 3x ROOF RAFTER - i_ 4x RIM JOIST W/ / ~~-......._ ____ 2x STUD 2-SlMPSON sos¼x6" / ~--2x NAILER W/ 5j,• t/> WOOD SCREWS @ 16" // WELDED STUD @ 824• 0/C O/C CTSK. __/ T (4" FROM EA. END MAX.) PLYWD. SHEATHING ~---HSS BM. PER PLAN @ ROOF RAFTER @ HSS BM. ( E.N.' PLYWD. SHEATHING ---u --2x BLKG. ! I ---PLYWO. SHEATHING I / 1 , 3x FLOOR JOIST ! I ' ~ "",,, I I\. \._ SIMPSON A35 @ 16" : I\. 0/C ~ 2-2x CONT. TOP PLATE i------2x STUD 2x STUD WALL@ ROOF RAFTER I > r:.; K_/j I II / II 'V ♦' .I~ I I I I ♦ ~\ '.r'c-.. : a \ ,. -HSS BM. PER PLAN GLAV. II 2x STUD TYP.-----i : 4~ \ L-4x SHAPED BM. -1--'.j-~ ¼" THK. KNIFE PL. I I I I I I I I I I I I I - :,-..-----PIPE COL. PER PLAN 4x SHAPED BM. @ PIPE COL. @ HSS BM. ~ 2-½" t/> M.B. TYP. -~ -\ ~ ~1 ' / STL. KNIFE _,.,.,..· ~~ PL-~· A-A ;---2x BLKG. ~ SIMPSON A35@ 16" 0/C PLYWD. SHEATHING 7 / 3x ROOF RAFTER ~~s~~~~i~s:~/4x6" pz,:z::!===B.=N.:i;·,itl=Jf /:z,;:,:z::;z/z:/1:z:"=·==· -z::•:j:~:z-22"=' =·=="=li WOOD SCREWS@ 16" /~ 1 , l. j 1 0/C CTSK.-----< , [' -k I .1 --::):-......_ -~-- 1' / // _ ;_---3x NAILER ' ., ':1 // / ' •t_• ,l'" l"'/T -1' // I/ ' 2-(15 /, l;::/ (FULL WALL LENGTH) /)' './ -- // /~ ~ ..• 5/a" ¢ STD. HEADED _.___.--~ // BOLT (OAP) @ 24" 0/C TYP. VERT. REINF.-/ / / / .:-- / /'.Q r / / B" THK. SOLID GROUTED TYP. HORIZ. REINF. ____.....-/~• ,// MASONRY WALL W/ :~ ~; SPECIAL INSPECTION //JV/ // // l OF MASONRY WALL, VERT. REINF. & STD. HEADED BOLT ROOF RAFTER @ MASONRY WALL SHEATHING , \ l \ A • ---NOTCH 3x '5. / HSS BM. -- PLYWD. SHEATHING - = -,1'---,L i / ' A-A A A NOTCH DETAIL --3x RIM PL 1V J _ I i /\ V J :::-.J'.f i1---1i_1~~1 \~·l ___ J;~• 1L~> 3x ROOF RAFTER I ;/ ~.". ) =~IM JOIST BEYOND-/ ~--· 3x NAILER W/ 5/s" ¢ WELDED °' STUD @ 24" 0/C (NAILER OCCURS 2x NAILER W / 5/8 • II _ "., ONLY WITHIN LIFEGUARD WELDED STUD @ 24" 0/C ____., \ ; ~ OBSERVATION ROOM) (4" FROM EA. END MAX.) ,,/-./ /\ \..... 2x4 STUD @ 16" 0/C / \ /_.,,.,. t:.... - I PLYWD. SHEATHING -··-/ ~---4x8 SHAPED BM. ffi A-A A F' '"' ~v--116 -L6x4s5/1e i----2x STUD >----2x STUD TYP. ~-HSS BM. // PER PLAN """- tilc=IFJ>-~cr-½" ¢ M.B. = ~/ .,. / ~ _ _/ _.-4x POST ~/· PER PLAN -1....-~./\__ ....... - @ ROOF RAFTER @ HSS BM. @ HSS BM. @ 2x STUD & 4x POST ON ~~ Oo Oo ~w Ww ~~ Oo Vv Oo xx ~~ I . 0 z -vi B~ 0 ;;: al :,; 0 s ~ f!j ?a ~ "' 0 i;l ~ ~ zz i i 000 1il~ ~ Clo z ~ otl 0 w -~~8 Ill~ z ~ ~~ 6~~ w ~ ~ Ft Jll~~ ~Z°' "'>' .:..i ;'>..~i,;.1 -.,... ..... !.-< /~! ◄ REVISIONS: £ 6-29-06 M 8 N ' u E " ~ ~ E ~ u • • ~ • ~ ,,_ j ~ ~ 0 DRAWN BY: VM CHECKED BY: RE/VM RECORD DRAWINGS DATE: 05/23/07 SL-2.03 SHEET OF RJC#: 0223 XREF: PLYWD. SHEATHING --~ \ SIMPSON HUTF-~ 3-16d lYP.--\ \ i B.N." \ I i ' I I 4x BM.--_J \ ~ 2x SOLID BLKG. (W SIMPSON A35 @ EA. END) @ 32" 0/C _ I, 11· MIN. l, -1 S.A.O. I i I 2x14 STRINGER @ 12" 0/C-----' ~-3x FLOOR JOIST I s TYP. STAIR LANDING I, 11 • MIN. ,. 2x14 STRINGER / @ 12" 0/C _"j/ S.A.D. • ' I SIMPSON HUTF / JOIST HANGER -----~· /.-5/a • THK. CDX. PLYWD. W / 8d @ 6" 0/C BOUNDARY / @ 6" 0/C CONTINUOUS PANEL EDGES / @ 12" 0/C FIELD I NO BLKG. REQD. ~I~ It ! (I) r--J ,. r-2x SOLID BLKG. (W / SIMPSON A35 @ EA / END) @ 32" 0/C II I PLYWD. SHEATHING t PLYWD. SHEATHING---,, ~-2x RIM Pl.ATE J > I I > I II .-. -PLYWD. SHEATHING ! / I -3x FLOOR JOIST i i I J /"'-, r ~ """'...,.....---',--------, ;°' c!:S.. •~ I E.N.V '· , --SIMPSON A35 @ 16" '-~ 0/C '----2-2x CONT. TOP Pl.ATE ~ PLYWD. SHEATHING -2x JOIST t-----2x STUD @ 16" 0/C '1,,1' • -'is---' • ,I l\ ~-7 ,il#i~- / I SIMPSON HU ;1 / 3• L JOIST HANGER ·-' / MIH! I lYP. 3x10 CONT. LEDGER / W/ 2-5/15" II LAG ;· SCREWS @ EA STUD TYP. PLYWD. SHEATHING ---, 2x BLKG. SIMPSON A35 @ 16" 0/C A V i--------2x STUD -PLYWD. SHEATHING I I V r? //,..-...,. - 1\l) ./ ./ ./-I I II 2x BLKG. W/ SIMPSON /1 A35 & TOP Fl.ANGE HANGER @ 32" 0/C lYP. -- 2-2x CONT. TOP PLATES_/ ! L 3x FLOOR JOIST lYP. ,___ ___ PLYWD. SHEATHING 2x STUD ON w~ oo oo Ww ow ~~ .J; mo •• Oo .. xx ~~ i -t:i l) " -::i >'" rl 1l f,j ~ ~ 0 f./".,~ ;o &; ~ ~ zz ~ " "' -~ ~ ~"' ~ "' " " ;=;e z u. Ow - "' ;o ~~-! ~~ ~ O'cl_" "'~ CJ:, ~ i ffi ~;;;"" ,-,z u:i -.:.i ""~ iC -rl - -,/(],'. ,,., ◄ REVISIONS: £ 6-29-06 M 0 0 N ' 0 C a," 0 ~ 0 " C 0 u • ~ • ~ .!\ • C :0 w 0 ~ 0 DRAWN BY: VM CHECKED BY: RE/VM RECORD DRAWINGS DATE: 05/23/07 SL-2.04 SHEET OF RJC#: 0223 XREF: WALL OPNG. MN.----1--1 2'-0" SQ. FTG. BLW.-- \ ' -3" ¢ STO. PIPE COL. GALV. ;-3" ¢ STD. / PIPE COL 'r-~ ~v •• I ,J 1 -2 -o SQ. L _ _J FTG. BLW. r-7 I i----2'-0" SQ. _ _J FTG. BLW . • \__3• lb STD. PIPE COL. GALV. D ' 0 I "' FOUNDATION PLAN ~ 1. SEE ARCH. DWGS. FOR ALL DIMENSIONS NOT SHOWN. 2. SEE ARCH. DWGS. FOR ALL WALL ELEVATIONS. 3. SEE ARCH./M.E.P. DWGS. FOR EXACT LOCATION OF FLOOR DRAINS AND FLOOR SLOPES. 4. SEE MECH. DWGS. FOR EXACT LOCATION Of DUCT OPENINGS. 5. 6" & 8" THK. MASONRY WALL REINFORCEMENT SHALL BE #5 @ 16 0/C VERT. & #5 @ 8" 0/C HORIZ. 6. Sill PLATES FOR ALL NON-SHEAR WALLS SHALL BE 2x P.T. SILL Pl. W/ 5/a" ¢ X 12" ANCHOR BOLT @ 48" O.C. 7. SEE S-1.01, S-1.02, S-2.01, S-2.02, S-3.01, S-4.01 S-4.02, SL-2.01, Sl-2.02 &: SL-2.03 FOR INFO. NOT SHOWN OR NOT CALLED. 8. SOILS/ GEOTECHNICAL REPORT SHALL BE PART OF THE PLANS. REPORT IS TO BE KEPT AT THE CONSTRUCTION SITE AT ALL TIMES. 9. ALL EXCAVATIONS SHALL BE APPROVED BY THE SOILS ENGINEER AND OR THE ENGINEERING GEOLOGIST PRIOR TO PLACEMENT OF REINFORCING STEa. DOCUMENTATION OF THIS APPROVAL SHALL BE LEFT ON SITE FOR THE BUILDING INSPECTOR AT FOUNDATION INSPECTION. LEGEND CONC. FTG. BLW. 0 HSS COL EMBEDDED IN MASONRY WALL 2x STUD WALL ABV. I._-,---__ ·••1 5" THK. CONC. SLAB-ON-GRADE W/ 64 @ 16" 0/C E.W. @ ~ ,-_ • · , . MID-DEPTH OF SLAB; SEE SOILS REPORT FOR ADDffiONAL INFORMATION. fw&,?'/?I INDICATES 6" THK. OR 8" THK. MASONRY WALL (SEE NOTE 5) NORTH @ 2' 4' 8' 1/4" = 1'-0" ◄ REVISIONS: ffi 6-29-06 M g N ' i DRAWN BY: VM CHECKED BY: RE/VM RECORD DRAWINGS DATE: 05/23/07 SR-1.01 SHEET OF RJC#: 0223 XREF: 0 \ " I \ ' I ' I \ ' \ \ \ \ . \ ' ' i , ' 2 i ! / / r i ! ' I I 0 ! E I ROOF FRAMING PLAN F I \ I \ I "--.. ~------2-2x4 r I I. ~ 1. SEE ARCH. DWGS. FOR ALL DIMENSIONS NOT SHOWN. 2. SEE ARCH. DWGS. FOR ALL WALL ELEVATIONS. 3. SEE MECH. OWGS. FOR EXACT LOCATION OF DUCT OPENINGS. 4. 6" THK. ll: 8" THK. MASONRY WALL REINFORCEMENT SHALL BE /,5 @ 16 0/C VERT. Ile {15 @ 8" 0/C HORIZ. 5. SEE S-1.01, S-1.0?, S-2.01, S-2.02, S-3.01, S-4.01 S-4.02, SL-2.01, SL-2.02 Ill; SL-2.03 FOR INFO. NOT SHOWN OR NOT CALLEO. 6. ALL EXTERIOR 2x STUD WALL FRAMING SHALL BE FULLY PLYWD SHEATHffi. • I EGEND o HSS COL EMBEOOED IN MASONRY WALL 2x STUD WALL 12':;;:?@:0')'} INDICATES B" THK. MASONRY WALL (SEE NOTE 5) C = = =] INDICATES MASONRY WALL BLW. ◄ II--INDICATES BROKEN BACK BM.; SEE 7 /SR-2.01 NORTH @ 0 2' 4' ti'1 ;· 1 / 4" -1 '-0" 6' rn 0 0 N ' 0 £ ON C ww • ~ Oo £ oo " Oo C ~ ~o u ~~ 0 • 0~ £ ~~ • Oo ~ ~ +X ! ~~ ~ !I "11 REVISIONS: DRAWN BY: VM CHECKED BY: RE/VM RECORD DRAWINGS DATE: 05/23/07 SR-1.02 SHEET OF RJC#: XREF: 0223 -if-,r-E_O._,,___E_Q_. --Jf--' r-SIMP. ST12 (REQUIRED IF OVER -SAW CUTS OCCURS) 2x LET-IN ' ~~ ~ OVER -SAW CUTS I A-A PLYWO. SHEATHING , I 2x4 \ A B.N.- 2x RIM PL. W/ \ \_ __ 3x BLKG. (SHAPE 2-16d @ a• 0/C \ SHOWN) \.~_ 2x OUTTRIGGER ROOF EDGE @ OPENING B.N. 2-#5 -1 (FULL WALL LENGTH)--' / / /,.. / / -PLYWD. SHEATHING / 5/8 • II STD. HEADED / . / BOLT (OAP) @ 24" ./ //,-,/ C CHANNEL __ ..J 0/C ____ /" , , TYP. VERT. REINF. __ ,.// TYP. HORIZ. REINF. _/. // / v ! ------· a• THK. SOLID GROUTED MASONRY WALL W/ SPECIAL INSPECTION l OF MASONRY WALL, VERT. REINF. & STD. HEADED BOLT \ 3x NAILER W/ 5/8 • ¢ WELDED STUD (OAP) @ 24" 0/C {4" FROM EA. END MAX.)\ \ I C BM. @ HIGH ROOF PL'IWD. SHEATHING --------, 3x NAILER W/ 5/8• ¢ WELDED STUD (DAP) @ 24" 0/C (4" FROM EA. END)-~~- \ \ \ PLYWD. SHEATHING \,\\ \ -C BM. GALV. \_ ____ 3/a• THK. STL PL GALV. (SKEWED) (3/15 • FILLET WELD ALL AROUND) ---C BM. GALV. (NAILER NOT SHOWN FOR CLARITY) 3/8 • THK. STL. PL GALV. (SKEWED) \ --C BM. GALV. ~--HSS BM. GALV. ROOF SHEATHING@ MASONRY WALL@ C BM.@ HIGH ROOF NOTE: TYP. VERT. REINF.-~ (1_ OF MASONRY WALL, CONC. i FTG. & VERT. REINF. TYP. HORIZ. REINF. '--. ~ "· '--....~ ~ . DOWEL TO MATCH WALL VERT. '-..._ , REINF. (SIZE, NUMBER & ......._ / ' / LOCATION); LAP SPLICE PER ' 1/S-3.01 ------- 90-STD. HOOK TYP. """""\, ~. DRAIN WHERE OCCURS; S.A.D. & M.E.P.~\ #4 DOWEL@ \\ \"~ 15• 0/C -1 \ SLOPE \ \ Iii --\ ~ / / •/ / -----a• THK. SOLID GROUTED M/lSONRY WALL W / SPECIAL INSPECTION LAP SPLICE TYP. SEE 3/S-2.01 #4 DOWEL@ 16" 0/C -\ 90' STD. HOOK {ALT. BENT) 1 CONC. S.0.G. (TYP. i REINF. NOT SHOWN FOR CLARITY) TYP. 1. SEE SOILS REPORT FOR SUBGRADE. TYP. INTERIOR CONC. FOOTING PL'IWD. SHEATHING, i I 4-8d/ BLKG.--:J:\ /i\\ B.N., l '' -2x BLKG. @ 16" 0/C W / SIMPSON A35 @ EA. END lYP. <' t SIMPSON A35 /-'I----;."',-1.,,..:::/,-i ----.___~3x NAILER @ 16" 0/C ___ _;, z ----t-· f-3x ROOF RAFTER TYP. "' ::::e // I 2-#5 ,/ {FULL WALL LENGTH) TYP. VERT. REINF. __ .....--~ TYP. HORIZ. REINF. ---~- /l'""¼ // • ---------- ~/ // ~----5/a• , STD. HEADED / / BOLT (DAP) @ 24" 0/C / /-·., (:: _/1------s• THK. SOLID GROUTED / • / / MASONRY WALL W/ / / SPECIAL INSPECTION / / / /. / / // . / / // / -L.,,1~~ i l OF MASONRY WALL, VERT. REINF. & STD. HEADED BOLT ROOF RAFTER@ MASONRY WALL J, I tlQ1I; SIMPSON PA35 @ 32" 0/C ,-PLYWD. SHEATHING I B.N.- 3x ROOF RAFTER _J / 1/ I ' SIMPSON HU JOIST / / HANGER · ----~ , 3x LEDGER W/ 7/8" II STD./ HEADED BOLT @ 16" o;c--· / /,/ / / •. / / ' r-· I i----8" THK. SOLID GROUTED MASONRY WALL W/ SPECIAL INSPECTION ----TYP. HORlZ. REINF. --TYP. VERT. REINF. t OF MASONRY WALL, I VERT. REINF. 1. HSS COL EMBEDDED IN MASONRY WALL NOT SHOWN FOR CLARITY. ROOF RAFTER@ MASONRY WALL Ii II ii II II II ;-·-HSS COL. GALV. HSS BM. II Ii GALV. WHERE II II;· C BM. GALV. SEE OCCURS----·11 711, ~t~;to~o Fi:s II COL. -'I I I, . II /11 1 II / ii TYP. }-·"""E_-\ cr'"°l'b-1=---=-·--=·-=c-c:~==--=---=--~ \j~~-----~:<--., HSS BM. GALV. -----< ffi PLAN HSS BM. @ HSS COL VARIES {S.A.D.) 6' -o• MAX. .---2x BLKG. Ir-SIMPSON A35 @ PL'IWD. SHEATHING- ~2x4 BLKG. I '-----2x RIM PL W/ 2-16d @ 8' 0/C (MIN. 2-16d @ EA RAFTER END) . z "' :i ,J /I 16"0/C 1·· 3x ROOF RAFTER I 1 -___ ;--~ 3x NAILER ~~2-#5 (FULL WALL LENGTH) ---...... -..___ __ 5/s • It STD. HEADED r / TYP. VERT. REINF.-. .---• / BOLT (OAP) @ 24" 0/C /-, /11-----s• THK. SOLID GROUTED TYP. HORIZ. REINF. _ __..-· // "/ MASONRY WALL W/ / / SPECIAL INSPECTION / /• / / / / l l OF MASONRY WALL, VERT. REINF. & STD. HEADED BOLT ROOF RAFTER@ MASONRY WALL EA. 4x ROOF BM.) VARIES (S.A.D.) 6' -o• MAX. l ~ 2x RIM PL. (BREAK @ , /-2x BLKG. 4x ROOF BM. BEYOND; (SHAPED /lS SHOWN)-] . . L;_· __ --=:~4 2x RIM PL. W/ 2-16d @ 8" 0/C (MIN. 2-16d @ EA. RAFTER END) I / /; r·-SIMPSON A35 @ / / 16" 0/C B.N./ / r-3x ROOF RAFTER / ;: TYP. VERT. REINF. ~-----. / /.'. / / END OF 2-2x4 WHERE OCCURS-. TYP. HORIZ. REINF.-_... --> 1 /·,-.----a• THK. SOLID GROUTED / / MASONRY WALL W / " 2-SIMPSON' ! 4x ROOF BM. ' I sos¼x4½ WOOD SCREWS TYP.---9'=t7=::_ ____ <::r- PLAN • / SPECIAL INSPECTION // 0 /I / / / /, /, I I <t_ OF MASONRY WALL, VERT. REINF. & STD. HEADED BOLT ROOF RAFTER/ ROOF BM. c MASONRY WALL PLYWD. SHEATHING -- 2-SIMPSON SOS ¼xs· WOOD SCREWS @ EA. 2x4 FLAT LET-IN - SIMPSON A35 PLYWD. SHEATHING -, 3x BLKG. SHAPED • .../ ' @ 16" 0/C --- I L2x4 BLKG. L 2x4 FLAT A-A A~-4-8d/ BLKG. A /II, B.N. _.,-2x RIM PL W/ '•. // 2-16d @ 8" 0/C (MIN. 2-16d @ EA 2x4 FLAT LET-IN) \A 2x4 BLKG. -\\\ \.____2x4 FLAT LET-IN @ 16" 0/C ' \ -3x BLKG.; (SHAPED \ \ AS SHOWN) \ 1__ 3x NAILER ~-2-#5 '~ (FULL WALL LENGTH) ----5/s• f STD. HEADED BOLT (DAP) @ 24" 0/C 'I-----8" THK. SOLID GROUTED • ' . \, "\ ~ MASONRY WALL W/ SPECIAL INSPECTION ~-: ~ -.... ',, "-..__ TYP. VERT. REINF. ·~-'""1 ~-• ........_ __ TYP. HORIZ. REINF. <t OF MASONRY WALL, VERT. REINF. & STD. HEADED BOLT ROOF RAFTER@ MASONRY WALL ON ~~ oo Oo .. w~ w~ --~~ •• ~~ .. xx ~~ gJ 0 :15 [(! V"' 0 -"' ., ~ ~ -I § "' -iii en C "' "' z ffi ~ "' ffi ~ ~ ~ 0 ~ " Cl:, z '" Cl t; 0~ • ,. 8 "' :, 11 ~"' ~ ~ ~"' ~~ giu, al ~~i ~ ;:~·· " "' ----A ""10"! ◄ REVISIONS: ffi 6-29-06 m 0 0 N I " E • ~ ~ ~ C ~ u C ~ • ~ " " .E ~ ~ 3, 9 DRAWN BY: VM CHECKED BY: RE/VM RECORD DRAWINGS DATE: 05/23/07 SR-2.01 SHEET OF RJC#: 0223 XREF: 0 I I ; I ------·------~---i ~•;!,,;:,;;i;,;,,-~~ifr:~~,-;ri,-,-,~-~-r I - l ~;;:Jr/p,':f-""-'Ei;,cfi,;..c;,;-<•,-,', C"C''.'-'.ci4.c-"-•= -• --~00 I -OBl'{G/ - I 1-r-Lfl I I I 1 \ \ I I CONC. MASONRY UNIT SEAT WALL; S.A.D.- i \ \ \ \ \ \ \ //'\ _/ \ \ . • i..,.o 2•-0• SQ. FTG. BLW. ---,_____ , -- @/ >' / 0 TYP. ® i t l I FOUNDATION PLAN 0 ' E --CONC. MASONRY UNIT SEAT WALL; S.A.D. 0 .- ~ 1. SEE ARCH. DINGS. FOR ALL DIMENSIONS NOT SHOWN. 2. SEE ARCH. OWGS. F'OR ALL WALL ELEVATIONS. 3. SEE ARCH. DWGS. FOR EXACT LOCATION Of SLAB DEPRESSIONS. 4. SEE MECH. D\1/GS. FOR EY-ACT LOCATION OF DUCT OP£NINGS. 5. 8" THK. MASONRY WALL REINFORCEMENT SHALL 8£ #5 @ 16 0/C VERT. &: #5 @ 8" O/C HORIZ. 6. SILL PLATES FOR Al.L NON-SHEAR WALLS SHALL BE 2x P.T. Sill PL W/ 5/a" 111 X 12" ANCHOR BOLT @ 48" O.C. 7. SEE S-1.01, s-1.02, s-2.01, s-2.02, S-3.01, S-4.01 &: S-4.02 FOR INFO. NOT SHOWN OR NOT CALLED. 8. SOILS/ GEOTECHNICAI.. REPORT SHALL BE PART OF THE PLANS. REPORT IS TO BE KEPT AT THE CONSTRUCTION SITE AT ALL TIMES. 9. ALL EXCAVATIONS SHALL BE APPROVED BY THE SOILS ENGINEER ANO OR THE ENGINEERING Gl':OLOGIST PRIOR TO PI.ACEMENT OF REINFORCING STEEL. DOCUMENTATION OF THIS APPROVAL SHALL BE LEFT ON SITE FOR THE BUILDING INSPECTOR AT FOUNDATION INSPECTION. LEGEND CONC. FTt,. BLW. POST 2x STUD WALL AfN. ;---INDICATES POST I 'i:jf,'9;✓-INDICATES HOLDOOWN SEE _.,-/y,.\l'> 12/S-4.01 SlAB DEPRESSION INDICATES a• THK. MASONRY WALL (SEE NOTE 5) SHEAR WALL SCHEDULE SYM. CAl'ACITY WALL SHEATHING SILL PLATE Sill CONNECTION LB/FT CONCRETE & '11000 MASONRY NOTE 4 340 15/32" THK. STRUCT. I PLYWD., BLKG., 2x 5/8 • II x 12" A.B. 1 Og WO. SCREW @ A B, C W/10d @ 6" 0/C E.N. & 1.2" 0/C F.N. @ 48• 0/C 4' 0/C x 4• LONG A. THIS TASLE FOR USE WITH 2x STUD AT 16" 0/C MAXIMUM. 8. SOLE PLATE NAILING SHALL BE PER SHEAR WALL SCHEDULE. WHERE WOOD SCREWS ARE USED, PILOT HOLES SHALL BE DRILLED PRIOR TO INS1il\LUNG WOOD SCREW. C. All NA11.S SHALL BE COMMON NAILS. 0 t• 1 / 4" NORTH @ 2' 4' 8' -1 '-0" REVISIONS: DRAWN BY: VM CHECKED BY: t:lE/VM RECORD DRAWINGS DATE: 05/23/07 SL-1.01 SHEET Of RJC#: 0223 XREf': TYP. I I I 0 I 'b I "' ~--------.I-j ~m@mm+~~-~,.,:; .• ,,..,""7,J;f,-m ,:,': + I I I I I C I I l I I I I \ \ \ \ I I :. :r· \ \ \ \ \ CONC. MASONRY UNIT SEAT WALL; SAO.--+./ /-3" 11 STD. , PIPE COL. / GALV. .. 0 I "' FOUNDATION PLAN 0 I i D CONC. MASONRY UNIT SEAT WALL; SAO. ~ 1. SEE ARCH. DWGS. FOR ALL DIMENSIONS NOT SHOWN. 2. SEE ARCH. DWGS. FOR ALL WALL ELEVATIONS. 3. SEE ARCH. DWGS. FOR EXACT LOCATION OF SLAB DEPRESSIONS. 4. SEE MECH. DWGS. FOR EXACT LOCATION OF DUCT OPENINGS. 5. 8" THK. MASONRY WALL REINFORCEMENT SHALL BE /15 @ 16 0/C VERT. & #5 @ a· o/c HORIZ. 6. SILL PLATES FOR ALL NON-SHEAR WALLS SHALL BE 2x P.T. SILL PL W/ 5/8" 11 X 12" ANCHOR BOLT @ 4B" O.C. 7. SEE S-1.01, S-1.02, S-2.01, S-2.02, S-3.01, S-4.01 & S-4.02 FOR INFO, NOT SHOWN OR NOT CALLED. 8. SOILS/ GEOTECHNICAL REPORT SHALL BE PART OF THE PLANS. REPORT IS TO BE KEPT AT THE CONSTRUCTION SITE AT ALL TIMES. 9. ALL EXCAVATIONS SHALL BE APPROVED BY THE SOILS ENGINEER AND OR THE ENGINEERING GEOLOGIST PRIOR TO PLACEMENT Of REINFORCING STEEL DOCUMENTATION OF THIS APPROVAL SHALL BE LEFT ON SITE FOR THE BUILDING INSPECTOR AT FOUNDATION INSPECTION. \ EGEND CONC. FTG. BLW. POST 2x STUD WALL ABV. I._ INDICATES POST 'ijj~ r INDICATES HOLODOWN SEE /v-.'v'); '-12/S-4.01 • '-✓ 5" THK. CONC. SLAB-ON-GRADE W/ #4 @ 16" 0/C E.W. @ MID-DEPTH OF SLAB; SEE SOILS REPORT FOR ADDITIONAL INFORMATION. SLAB DEPRESSION l/lffa%1:J INDICATES s• THK. MASONRY WALL (SEE NOTE 5) SHEAR WALL SCHEDULE SYM. CAPACITY WALL SHEATHING SILL PLATE SILL CONNECTION NOTE LB/FT CONCRETE & WOOD MASONRY ~ 340 15/32" THK. STRUCT. I PLYWD., BLKG., 2x 5/8" • x 12• A.B. 10g WO. SCREW @ A, 8, C W/1 Od @ 6" 0/C E.N. & 12" 0/C F.N. @ 48" 0/C 4" 0/C x 4" LONG A THIS TABLE FOR USE WITH 2x STUD AT 16" 0/C MAXIMUM. B. SOLE PLATE NAILING SHALL BE PER SHEAR WALL SCHEDULE. WHERE WOOD SCREWS ARE USED, PILOT HOLES SHALL BE DRILLED PRIOR TO INSTALLING WOOD SCREW. C. ALL NAILS SHALL BE COMMON NAILS. 0 NORTH @ 2· 4' 8' 11 -0" M 0 0 N ' v • ON ,: ,O,o ~ Oo .! Oo ooo ~ '°'° V ~~ C • ~~ • C •• • <:11 <;, e s,_ ~x • C ~· " ~ a 8 REVISIONS: DRAWN BY: VM CHECKED BY: RE/VM RECORD DRAWINGS DATE: 05/23/07 SL-1.01 SHEET OF RJC#: 0223 XREF: 3 /1\ TYP.~ ~ I! 15/32" THK. STRUCT. I PLYWD. W/ 10d @ 4" 0/C BOUNDARY @ 6" 0/C CONTINUOUS PANEL EDGES @ 12" 0/C FIELD BLOCK ALL EDGES PER 8/S-4.01 TYP. --- lYP. /3\ \I ~-~ C 3" fl STD. / PIPE COL / GALV. BLW.__; I/ 1.,. // I" / 5/a" THK. STRUCT. I PLYWO. W/ // 10d @ 4" 0/C BOUNDARY / @ 6" 0/C CONTINUOUS PANEL EDGES ~ @ 12" 0/C FIELD / 11 \ BLOCK ALL EDGES PER 8/S-4.01 TYP. _ _/ ~ F O.H. (1\ \ ~lYP. 4 0,_ SIM. I _ _.,L 0 3x10 LEDGER/ _ __, TYP.r:~ ~i--------------------t----------------7--+i/7 /:::_ /----+------./-_! __ _, /LI-!-! -Li-'-_ -1-5/_3_2_" -TH_K_. -ST-R-UC_T __ -I -PL_YW_"D=.=-W:_/ __ __L ___________________________ ~--------------0 C#1 TYP.~\~ 1 ~ @/@/ i ,od ~ ~-o/t~ 8c~~=us PANEL EDGES , @ 12" 0/C FIELD © . BLOCK ALL EDGES PER 8/S-4.01 TYP. ~ C D A E PARTIAL SECOND FLOOR / ROOF FRAMING PLAN !:lQIES; 1. SEE ARCH. DWGS. FOR ALL DIMENSIONS NOT SHOWN. 2. SEE ARCH. OWGS. f'OR ALL WALL ELEVATIONS. 3. SEE MECH. DWGS. f'OR EXACT LOCATION OF DUCT OPENINGS. 4. 8" THK. MASONRY WALL REINFORCEMENT SHALL BE #5 @ 16 0/C VERT. & #5 @ 8" 0/C HORIZ. 5. SEE S-1.01, S-1.02, S-2.01, S-2.02, S-3.01, S-4.01 & S-4.02 FOR INFO. NOT SHOWN OR NOT CALLED. 6. ALL EXTERIOR 2x STUD WALL FRAMING SHALL BE FULLY PLYWD. SHEATHED. !EGEND [SJ POST 2x STUD WALL wm;;:;;,;zj INDICATES 8" THK. MASONRY WALL (SEE NOTE 5) L ___ ::::J INDICATES MASONRY WALL BLW. NORTH @ 0 2' 4' 1/4" -1'-0" 8' REVISIONS: ffi 6-29-06 DRAWN BY: VM CHECKED BY: RE/VM RECORD DRAWINGS DATE: 05/23/07 SL-1.02 SHEET OF RJC#: 0223 XREF: G),- 0- \ \ \ \ \ \ \ \ \ \ \ \ \ ! -' \ \ 0 i rt=-'-"'f· •• ---------· i r----~7! l:<~~J \ i I \ ------------------------------------ \ \ \ '\ ,, ______ --· ----·· ---- ~ I l'- r---r--1-7,--;, ! ~--IL -- l ~:--=;1 ! /j ; /"-. ! --., ________ ,, . ' '•"·"~---.' -- '~ -7,/__ X 0 ! I - - , , , -·-·------.., \\\ \,\ ___ -___ -__ -_--------- - -----'\ \\ \ ---------~--------·----------------i ----------------------'\ I ________ ,, ___ , _____ ·:~:--__ -_-__ --_-___ -_ --_;~--, ---------,----- ~--15/32" THK. STRUCT. I PLYWD_ W/ 10d @ 4" 0/C BOUNDARY @ 6" 0/C CONTINUOUS PANEL EDGES @ 12" 0/C FIELD BLOCK ALL EDGES PER 8/S-4.01 TYP. --~--SIMPSON CS16, _,--TIE STRAP Af'N. PLYWD. SHEATHING x 12' -0' LONG / \ \ \ \_ r l I i / I ! \ ! ©-------------------t-----------P1-P_E_C_0_L_8_L_W ___ ~---t--ti L~ ~~ ~~ = ~_: =~=\~: /~~:~:: -~ ~~ _J -~---i--P1-P_E_CO_L __ BL~.------------t---- TYP. C HIGH ROOF FRAMING PLAN -----0 !:lQIES; 1. SEE ARCH. DWGS. FOR ALL DIMENSIONS NOT SHOWN. 2. SEE ARCH. DWGS. FOR ALL WALL ELEVATIONS. 3. SEE MECH. OWGS. FOR EXACT LOCATION OF DUCT OPENINGS. 4. 8" THK. MASONRY WALL REINFORCEMENT SHALL BE /15 @ 16 0/C VERT. Ile /15 @ 8" 0/C HORIZ. 5. SEE S-1.01, S-1.02, S-2.01, S-2.02, S-3.01, S-4.01 & S-4.02 FOR INFO. NOT SHOWN OR NOT CALLED. 6. ALL EXTERIOR 2x STUD WALL FRAMING SHALL BE FULLY PLYWD. SHEATHED. NORTH @ 0 2' 4' ~ 1/4" = 1'-0" 8' rn g N ! Ji ON • ~~ • ~ Oo ~ Oo -~ Wm ~ Ww u --~ mm • •• • mm ,( ~x 1 •• ~ 0 ~ Q <.i z -"' Ul (.) 00 ~ -0: ~ ~!tl "' i:: 0 Ul <!i "' "' " " 00 5~ 00 "' ~ ~ §~ 0 i< "' ii; ~e " 0 -0 ~ !cl~ ~~HI c)~;:s ;z ~ o~ 0 ffi ~ .' ~I ~ ~ "',: ~-; 0. "' ~-f;'f!/ -sc,1i ◄ REVISIONS: DRAWN BY: VM CHECKED BY: RE/VM RECORD DRAWINGS DATE: 05/23/07 SL-1.03 SHEET OF RJC#: 0223 XREF: 1 (1, OF REINF. & ! TRANSVERSE Sil PL I . 4" , 8"' 4• EQ. EQ. _JC.P. ,,,r-K, lYP. 'ix,--+-: I< i------STL PL. 'lo I 0 NELSON WELDED STUD lYP. '-. ~-WELDED RElNF. lYP. W BM.@ MASONRY WALL S.A.D. $ ---¥-/ ! SHAPE FLOOR JOIST END S.A.D. ~----2-/15 (FULL WALL LENGTH) __ SLOPE ¼ ;;-;--~-:---> PL YWO. SHEATHING\ SIMPSON PA35 @ 1 1· CLR. TYP. 1 1-#5 (FULL WALL LENGTH) / lYP. 32" 0/C --~ • B.N.- sl , SIMPSON PA35 @ 32" 0/C ' -----_f_ / B.N. PLYWD. SHEATHING ,.7 ' i t 3x FLOOR JOIST _J 3x LEDGER W/ 7/8" II STD. /_/ /' /'.'. HEADED BOLT @ 16" 0/C __/ / / / /' 2-#5 {FULL WALL LENGTH)-_/ ;// :/ ---------/ lYP. HORIZ. REINF.---------~--i/ --~-----/ TYP. VERT. REINF.---- -3x ROOF RAFTER ~--SIMPSON HU JOIST HANGER ·~--3x LEDGER W/ 7/8" -STD. HEADED BOLT @ 16" 0/C i--------8" THK. SOLID GROUTED MASONRY WALL W/ SPECIAL INSPECTION FLOOR JOIST /ROOF RA ER o MASONRY WALL S.A.D. SHAPE FLOOR JOIST ENO S.A.D. --1~~-) 14 : 1' MAX. r-SIMPSON CS16x60" MIN. / STRAP @ EA. PA35 I II PLYWO. SHEATHING 7 SIMPSON PA35 @ 32" 0/C B.N. 3x FLOOR JOIST OR / W BM. WHERE __ ~ / OCCURS TYP. /' 3x LEDGER W/ 7/8" • STD._,,/ / HEADED BOLT @ 16" 0/C -____,,/ 2-#5 (FULL WALL LENGTH)- / / • / / / S.A.D. $ ~-2-#5 (FULL WALL LENGTH) 1· CLR. TYP. ,--1-#5 (FULL WALL LENGTH) ! -------e--- --~--------lYP. HORIZ, REINF. ---------+~V -----------TYP. VERT. REINF. ------- 8" THK. SOLID GROUTED MASONRY WALL W/ SPECIAL INSPECTION------~-v FLOOR JOIST @ NRY WALL INSTALL MAX. NUMBER OF BOLTS ('/8" t A325N PT. BOLTS} ~ ~i ~ ! 3x NAILER W/ 5/8" 0 WELDED STUD (DAP) @ 24" 0/C (4" FROM EA. END MAX.) ½" •¾rr ' ,, ! ' W BM. / / -~4 [\_ / / 1;:-V---/ /4 / 3/s" THK. PL-_/ / SOLID GROUTED POCKET --~ / 1/f THK. Sfl. PL W/ 7/8• ¢, x / S 1/1s• NELSON WELDED STUD lYP. / (TOTAL OF 6) ---3x NAILER W/ 5/8" I/! STD. HEADED BDLT (DAP) @ 24" 0/C LAP SPLICE TYP. SEE 1 /S-3.01 2-#5 I //-3-fl // I /~~ TYP. VERT. REINF. ✓-lYP. HORIZ. REINF. !'-'-'=-s-:----+---_/~----- ----8" THK. SOLID GROUTED MASONRY WALL W / SPECIAL INSPECTION OF MASONRY WALL, VERT. REINF. & STD. HEADED BOLT ,/ // 1/-/ // _.V",L:11/ / --/ / / -------8" THK. SOLID GROUTED lYP. HORIZ. REINF.--/. • / / // MASONRY WALL W __ / _ SPECIAL INSPECTION lYP. VERT. REINF. ---------/ '//, // /,/ / / , Jl ( 1· /" ~:/ 1-u5 FULL CLR. --,,,/ I SIMPSON PA35 @ I 32" 0/C 1 PLYWO. SHEATHING I WALL LENGTH)-\ lYP. ·, / ; '< -B.N, -----1)--/~~~~~fZZ'I=~==~ I \ ', \ \ L •• 3x ROOF RAFTER \\\___ SIMPSON HU JOIST HANGER ~--3x LEDGER W/ 7/8" II STD. HEADED BOLT @ 16" 0/C it OF MASONRY WALL, r VERT. REINF. ROOF RAFTER@ MASONRY WALL TYP. HORIZ. REINF.- TYP. VERT. RElNF. ---------.__ -SIMPSON CS16x60" MIN. STRAP @ EA. PA35 lYP _ r-@ EA. }·1;;rr{~~ / SIMPSON PA35 ;-------a• THK. SOLID GROUTED /~ // MASONRY WALL W/ / • • SPECIAL INSPECTION '_/. / , • r 1-#5 (FULL WALL LENGTH) // / TYP. ,· 1 .. //o ;{ CLR. 1/ SIMPSON PA35 @ / @ 32" 0/C-, B.N.-, / /; lYP. // 32" 0/C I/ ___ -0--~~ SHEATHING <\ I / ! / 3x BLKG. lYP.-1 i / 3x FLOOR JOIST _ _J // 3x LEDGER W/ 7/8" II STD._/ // HEADED BOLT @ 24" 0/C -y 2-#5 (FULL WALL LENGTH) B.N. I \ \ 3x BLKG. \\ \ lYP. \ 3x ROOF RAFTER \ \ \ ~--SIMPSON HU JOIST \\ HANGER ·----3x LEDGER W/ 7/8" II STD. { OF MASONRY WALL : & VERT. REINF. HEADED BOLT @ 24" 0/C FLOOR JOIST/ROOF RAFTER o MASONRY WALL 1'-o• LAP W/ 5-I6d NAILS -,<-----_,,_r--2x BLKG. I % PLYWD. SHEATHING I / I r~-SIMPSON A35 @ 16" 0/C B.N.-11 /~ r~ 3x ROOF RAfTER I <;> I lYP. VERT. REINF. -- lYP. HORIZ. REINF.--- I /+ + I I + I J.., -----------3x NAILER -r 2-#5 I "> I (FULL WALL LENGTH) ------5/8" f STD. HEADED BOLT (OAP) @ 24" 0/C ' l OF MASONRY WALL, VERT. REINF. & STD. HEADED BOLT ROOF RAFTER c MASONRY WALL --2x BLKG. 0 16" 0/C PLYWD. SHEATHINGl 4-Bd/ BLKG.~ W / SIMPSON A35 @ EA. ENO TYP. B.N.~. / l \'\ ! ---t--3x ROOF I RAFTER TYP. SIMPSON A35 / f @ 16" 0/C -1 1 • • 1z 00,~ I lYP. VERT. REINF. ~-- / -------3x NAILER ----i- // --2-#5 / (FULL WALL LENGTH) .______ / -----------5/s" 11 STD. HEADED BOLT (OAP) @ 24" 0/C '""·-"•·,~·-----a· THK. SOLID GROUTED TYP. HORIZ. REINF.---~---/ / / MASONRY WALL W/ /', /' SPECIAL INSPECTION I l OF MASONRY WALL, VERT. REINF. & STD. HEADED BOLT ROOF RAFTER @ MASONRY WALL ,7'_71,J 7; / // V. - lYP. HORIZ. REINF. _ __,...--/ //A-------a• THK. SOLID GROUTED --,..,,... r,. / MASONRY WALL W / TYP. VERT. REINF. -~-/ / / SPECIAL INSPECTION / / / / PLYWD. SHEATHING ~ /. 1• 1··1;;15 (FULL WALL LENGTH) -SIMPSON PA35 @ / / ?f -CLR. ;· SIMPSON PA35 @ , 32" 0/C 1/ /r lYP. 32" 0/C ~ti2::::zl:zl::l~Jz:'Jzz:tz=':lz~':zp1zB.'J::N.~-t,J;;/~~'•,,~/ ____ --'-PLYWD. SHEATHING---i / 3x FLOOR JOIST _J // 3x LEDGER W/ 7/8" II STD~ / HEADED BOLT @ 16" 0/C / 2-#5 (FULL WALL LENGTH)-/ .-B.N. \\ l L 3x ROOF RAFTER \ \ \ \ \ ~--SIMPSON HU JOIST \ HANGER ~--3x LEDGER W/ 7/a" ~ STD. HEADED BOLT @ 16" 0/C FLOOR JOIST /ROOF RAFTER o MASONRY WALL VARIES (S.A.D.) 5' -o• MAX. /---2x BLKG. //·--SIMPSON A35 @ - I I J PL'\'WD. SHEATHING- ---2x4 BLKG. ~---2x RIM PL. W/ 2-16d @ a• 0/C (MIN. 2-16d @ EA. RAFTER END) B.N.-• / 16" 0/C / / 1 3x ROOF RAFTER ---------_ L-3x NAILER 2-#5 (FULL WALL LENGTH) -------------5/8" i& STD. HEADED lYP. VERT. RElNF. -/' / BOLT (OAP) @ 24" 0/C /-,!-j/ A'' /i-----8" THK. SOLID GROUTED lYP. HORIZ. REINF. -~ __,- / ,/· MASONRY WALL W/ , SPECIAL INSPECTION / / /0 //·. / / /'/ / I ~ OF MASONRY WALL, VERT. REINF. & STD. HEADED BOLT ROOF RAFTER @ MASONRY WALL , VARIES (S.A.D.) 5'-0" MAX. l ,/ --2x RIM PL. (BREAK @ EA. 4x ROOF BM.) /----2x BLKG. r---F BM. BEYOND; I t;~~i AS SHOWN) --7 I ·B.N. / Ir SIMPSON A35 @ / 16" 0/C 3x ROOF RAFTER END Of 2-2x4 WHERE OCCURS 2-SIMPS~ sos¼x41/z._ \ WOOD SCREWS lYP. lYP. VERT. REINF. _ ____.-·-- TYP. HORIZ. REINF. __ _.,... 1 4x ROOF BM. /f-----8" THK. SOLID GROUTED MASONRY WALL W/ SPECIAL INSPECTION i >----2-2x PLAN I 't_ OF MASONRY WALL, VERT. REINF. & STD. HEADED BOLT ROOF RAFTER/ ROOF BM o MASONRY WALL PLYWD. SHEATHING 2-SIMPSON SOS ¼x6" WOOD SCREWS@ EA. 2x4 FLAT LET-IN -, PLYWD. SHEATHING 3x BLKG. / SHAPED_/ 3x ROOF RAFTER OR 4x ROOF BM. WHERE OCCURS 'ix, ~/ TYP. I 2x BLKG. @ 16" 0/C BEHIND W/ SIMPSON A35 @ EA. END lYP:i SIMPSON A35 / @ 16" 0/C --~ A-A \ L2x4 BLKG. \__ 2x4 FLAT _....---2x RIM PL. W / ...-2-16d @ 8" 0/C (MIN. 2-16d @ EA. 2x4 FLAT LET-IN) \ A 2x4 BLKG. '\\ \--2x4 FLAT LET-IN O 16" o/c -~\ \\___ 3x BLKG.; (SHAPED AS SHOWN) c3x NAILER 2-#5 (FULL WALL LENGTH) '-.._ ', ~-5/s" • STD. HEADED ' 0 ,._ ____ BOLT (OAP)@ 24" 0/C • , a• THK. SOLID GROUTED '-. '-MASONRY WALL W / '---, ., 0 -~ SPECIAL INSPECTION ---L."-J"--"--'--·~ TYP. VERT. REINF. I "--, __ -TYP. HORIZ. REINF. 4. OF MASONRY WALL, VERT. REINf. & STD. HEADED BOLT ROOF RAFTER@ MASONRY WALL rn g N ' v E ON ~~ • ~ Oo e oo £ ~~ ~ ~~ u ~~ 0 • rn rn ~ •• • rnrn E' " zx . 0 e~ ii 0 ~ 0 cJ :'., ,; el :d ~ ~ ; >"" ~ ffi~ "' CJ ::, .c ~ i z z&1 ~ V, ~~ ~ ~ ~§ z oi~ I:: ::, ~ i) ~ ~~ in ~ .J '"~ f-<zo- !:2 IE> .:.i -~eil!: .• g~ ,, ◄ REVISIONS: DRAWN BY: VM CHECKED BY: RE/VM RECORD DRAWINGS DATE: 05/23/07 SL-2.01 SHEET OF RJC#: 0223 XREF: VARIES (S.A.D.) 5' -0" MAX. PLYWO. SHEATHING ·-· I 2x BLKG. SIMPSON A35 @ 16" 0/C i ,, ~ 3-16d NAILS / .. :: 11--r=-~-,,.,--JJ,.7- ~-~"'-2x RIM PL 2x RIM PL. W/ 2-16d , @ 8" 0/C (MIN. 2-16d l===cdl_ @ EA. RAFTER END) '--3x NAILER W/ 5/8• - 3x RAFTER SHAPED TO MATCH WELDED STUD (DAP) ADJACENT ROOF RAFTER @ 24" 0/C (4" , FROM EA. ENO MAX.} "-.. HSS BM. PER PLAN GALV. ROOF RAFTER @ HSS BM. (10\ ~ F ' LAP SPLICE SEE 1 /S-3.01 ½" THK. STL. PL. GALV. ---,,. • 2-#6 . .J . . . ....... I . . .. MASONRY WALL --- I i (\-3x NAILER I ru -· --------·----·--;i -..,, ·\, l HSS BM. PER PLAN \_ GALV. "-. •• NON-SHRINK GROUT AS REQD. ~ 5/, • -x 8 3/,s • NELSON W~LDED STUD, CENTERED ON STL PL. 1 1 ..------, -->k· • C.P. } / TYP. --~../ \ WELDED REINF. ----~ I L ..... STL. PL HSS BM. @ MASONRY WALL {ju ~ PL YWO. SHEATHING - 2-SIMPSON SDS ¼xs· WOOD SCREWS @ EA. 2x4 FLAT LET-IN -\ f 5/s• ¢ STD. HEADED BOLT (OAP) @ 24" 0/C --~ 8" THK. SOLID GROUTED MASONRY WALL W / .------- SPECIAL INSPECTION ___ _- ~ 4-Bd/ BLKG. ~B.N. ... 2x RIM PL. \ ,:\ I I \ \ 3x BLKG. I 2x FLAT LET-IN I @ 16" 0/C ' ~---3x NAILER ~----2-/15 (FULL WALL i It OF MASONRY WALL, i VERT. RE!Nf. & STD. HEDED BOLT LENGTH) ROOF RAFTER@ MASONRY WALL 6u ~ ~ 1i----STL. PIPE COL )~ STL. PIPE CO L. C.P. \ ·-3/s • THK. STL PL. TYP. > \ \ .• W BM. \ \ '·-STL. PL \ BOTH SIDES \. ___ STL. PL. BOTH SIDES SLOPED PIPE COL. @ W BM. PL YWD. SHEATHING \ \ 2-SIMPSON SOS 1/4x6" WOOD / SCREW (CTSK.) / \ @ EA. 2x4 FLAT /. LET-IN__/ 4x ROOF RAFTER __ ..., B.N. ~8.N. ' ' /--2x RIM PL W/ 2-16d @ a• 0/C (MIN. 2-16d @ EA. 2x4 FLAT LET-IN) \ A \_ 2x4 BLKG. < \ \'\_2x4 FLAT LET-IN@ 16" 0/C \ \___ 3x BLKG.; (SHAPED AS SHOWN) \ PLYWO. SHEATHING ·7 3x BLKG. , SHAPED..../ A-A ~--3x ROOF RAFTER ' \ L2x4 BLKG • -2x4 Fl.AT ROOF OVERHANGE VARIES (S.A.D.) 5' -o• MAX. 2x BLKG. SIMPSON A35 @ 16" 0/C PLYWD. SHEATHING - l ~.......,~':i----< > ' . • / ~i / ---2x4 BLKG. 2x RIM PL W/ 2-16d @ 8" 0/C (MIN. 2-16d @ EA. RAFTER END) HSS BM.--~ 1/2" THK. CAP PL. \,\ GALV. WELDED W / 3/16 • FILLET WELD ALL-AROUND I S.A.D. I I .;o,--A··· I PIPE COL. GALV. ----ii I A-A ,B.N. A I -3x ROOF RAFTER OR 4x ROOF BM. ~=i-=!;=11,. ~ WHERE OCCURS A / 11 ,,1 11 '~ '-3x NAILER W/ 5/8" ¢ WELDED STUD (OAP) ..., I I ' I , @ 24" 0/C (4" 3/~V~-el I I ~ FROM EA. END MAX.) 16 I I '•-HSS BM. PER PLAN I I I I GALV. I , I.------PIPE COL PER PLAN I I I I . I GALV. i <t_ OF HSS BM. & PIPE COL. ROOF RAFTER @ HSS BM. > 1'-0"' LAP W/ 5-16<1 NAILS 2x BLKG. -----.._ -PLYWO. SHEATHING ·"~ B.N., I I . t I "'· + + '11 /-SIMPSON A35 I "--+ / @ 16" 0/C I +//+I -· I 1 ;--;-::,I 3x NAILER W/ 3/8" f WELDED STUD (OAP) 0 24" 0/C ROOF RAFTER @ W BM. , ~EQ:/..<>·f-I -'I,.--' I ' ' ' 0 0 \x, 0 o., ." t ' ' ' '--3K ROOF RAFTER TYP. W BM. STL. PL STL. PL. • IX) ~-NELSON WELDED STUD TYP. 0 0 .. . W BM. @ MASONRY WALL -i--------8" THI<. SOLID GROUTED TYP. HORIZ. REINF.--// / MASONRY WALL W/ TYP. VERT. REINF. ~,...,.-----/ /~ 1-#5 (FULL WALL LENGTH) \ \ / , /./ , / / ,. , • >::: CLR. ---~ --- SPECIAL INSPECTION EQ. ,-SIMPSON PA35 @ I 32• 0/C I 0 0 . ' , . . t 4x NAILER W/ 5/8" $ WELDED STUD (OAP) @ 24" 0/C ···-~ PLYWD. SHEATHING SOLID WOOD BLKG. @ • 32" 0/C (W/ 1/ _---/ THRU BOLT (DAPj V 32" 0/C) TYP. W BM. ·rt ·,l<A'-}I-,.. 8.N. (2 ROWS AS SHOWN) ' L 3x FLOOR JOIST TYP. --2x SOLID BLKG. (W/ SIMPSON A35 @ EA. END) @ 32" 0/C TYP. FLOOR JOIST @ W BM. 2' -8" ± VERIFY .l'-------------,,c,--,-.,_,....,, S.A.D. 4) SHAPE 4x NAILER END S.A.D. • ' / ~ -SLOP[ • ~ --L ¼ ;~~) / ' / 2-#5 (FULL WALL LENGTH) INSTALL MAX. NUMBER OF BOLTS /4 / {7/a" 91 A325N PT. BOLTS) --,. ~, ' Pl'l'WD. SHEATHING ~ 4x NAILER W/ 5/8" 91 ! WELDED STUD (DAP) @ 1¾ • 24" 0/C (4" FROM EA. ...,ldJ~o/1 END MAX.)-\ -----· 8" THK. SOLID GROUTED / _... MASONRY WALL W/ / SPECIAL INSPECTION / ----TYP. HORIZ. RE!NF. -------TYP. VERT. REINF. ,...... - / / .!====ui;=;\FZ=~:wz=~q=if/_ / '..('.. 1; W BM . 1/. • THK. STL PL. W / 7/a • 91 x 5 S/15 • NELSON WELDED STUD TYP. / (TOTAL OF 6) EQ. PL '¥WO. SHEATHING ·-1 s h-L+--+---.------~-rl~ II/ 2-#5 (FULL I WALL __/ LENGTH) 2-2x TRlMMER ----i '-4x BM. \\\. ~--SIMPSON HUC JOIST \\ HANGER ' t OF MASONRY WALL, . VERT. REINF. 3x LEDGER W/ 7/s· ~ STD. HEADED BOLT @ 16" 0/C (8" FROM EA. ENO) WOOD BM. @ MASONRY WALL ---+-· SIMPSON MST72 STRAP (STRAP ON BOTH SIDIES)_,; PLYWD. SHEATHING r M 8 N ' .; E ON a' Ww • n Oo ~ Co B • ww SC ~ w~ V ~~ e Oo ~ • ., . • Oo "' " xx • • ~~ ]5 n Ii. Q REVISIONS: DRAWN BY: VM CHECKED BY: RE/VM RECORD DRAWINGS DATE: 05/23/07 SL-2.02 SHEET OF RJC#: 0223 XREF: A r . ½" I/> M.B. (CTSK .• ) TYP. GALV. I -PLYWD. SHEATHING ~~ -'i • .--...,._.---+--l 0 ~t ~-t----f--1 0 • A t)f TYP.""'IS/'C 3/ 6 ",~ 4x RIM JOIST BEYOND HSS BM. PER PLAN W/ ½" THK. STL END PL (HSS BM. & STL. PL GALV.) / 1 PL YWD. SHEATHING L HSS BM. ~---4x RIM JOIST A-A HSS BM. @ 4x RIM JOIST PIPE COL. PER PLAN----< I I I I 1il /I i I • I '-HSS BM. I r STL. KNIFE PL. rt& -HSS BM. (SLOT IN BM. IS w---SLANTED FIELD VERIFY) HSS BM. c PIPE COL NOTCH LINE\ \ -3x ROOF RAFTER B.N. 3x ROOF RAFTER 4x RIM JOIST W / 2-SIMPSON SDS ¼xs· WOOD SCREWS @ 16" / 0/C CTSK. PL YWD. SHEATHING__/ r-2x BLKG. / 1 PLYWD. SHEATHING ; L---SIMPSON A35@ 16" 0/C ~--2-2x CONT. TOP PLATE --2x STUD -~-2x NAILER W/ 5/a" I/> WELDED STUD O 24" 0/C (4" FROM EA. END MAX.) ~---HSS BM. PER PLAN ~ ROOF RAFTER @ HSS BM. ~ E.N. PLYWD. SHEATHING ---is ~-2x BLKG. I --·-PLYWD. SHEATHING J 3x FLOOR JOIST ! i, I "1" ~. SIMPSON A35 @ 16" I "', 0/C ~ 2-2x CONT. TOP PLATE 1-----2x STUD 2x STUD WALL c ROOF RAFTER HSS BM. --- PLYWO. SHEATHING -A . 5• , ~ NOTCH 3x < )( / PLYWD. SHEATHING ~--3x RIM PL. 1 3x ROOF RAFTER -~--i t 1~ SIMPSON ST22 -------"' ~ SIMPSON ST22 / !+-a:;/--'+, ;;,.i ·, "..._ ,1-----..,....-....;-. ,"'", ...,.11 ,..., _\ __ _, " 111 i ~\ ::::t1---1i_i~~1 ___ J~1L. ~ I 3x ROO_F_RAFT_E_R___, 1YP. -"'· , \ I ' HSS BM. PER PLAN GLAV. ----------------- I : A 2x STUD TYP.-----i J.,. I,._._,._~ _ __........,.~-----~~----~~ .... 1/. J°N I I r I ♦ ,..,..__,_., "' I I I A ' I : 4• '\ L4x SHAPED BM. -7 ''--· 1// THK. KNIFE PL. 1---------PIPE COL PER PLAN STL. KNIFE~/ 1 -4x SHAPED BM. @ PIPE COL @ HSS BM. PL-~ A-A 4x RIM JOIST W/ 2-SIMPSON sos¼xs· WOOD SCREWS @ 16" PLYWD. SHEATHING 7 0/C CTSK.------1 B.N. TYP. HORIZ. REINF.----- ~· 2x BLKG. 1/ /--SIMPSON A35@ 16" 0/C / -3x ROOF RAFTER 1/; ---------3• NAILER -r ~-2-1/5 (FULL WALL LENGTH) --5/s" I/> STD. HEADED / BOLT (DAP) 0 24" 0/C _,:;:. ,/ // ' 11-----8" THK. SOLID GROUTED / /' MASONRY WALL W/ SPECIAL INSPECTION I ~ OF MASONRY WALL, VERT. REINF. & STD. HEADED BOLT ROOF RAFTER c MASONRY WALL 5/15 THK. STL. CAP PL W / 3/16 • FILLET WELD All AROUND BOLT - HSS BM. -------- A i----2x STUD TYP. --HSS BM. PER PLAN STARP EA. SIDE _j //1, l, / "'-II I " / ,y ·--·3x NAILER-,,,,,~\ A! ! I 11 I I / ,·i I I l 111 4x RIM JOIST BEYOND -- 2x NAILER W/ 5/8" l6 1/ ~-3x NAILER W/ 5/8" II WELDED g g "-J > ~=ll=il~4-7-½" (6 M.B. /, /1,'°':/..,/+---1---CONDUIT ---~"':iii:! -SIMPSON A35 /7' c.,;1...1w ,//// /, //, A ////1 ----8" THK. MASONRY /// WALL ///; ./.// / ' ./// / ,' / / A-A WELDED STUD @ 24" 0/C __ _,. { 4 • FROM EA. END MAX.) / .,,./ PLYWD. SHEATHING~/ STUD @ 24" 0/C (NAILER OCCURS " ONLY WITHIN LIFEGUARD "~ OBSERVATION ROOM) "-2x4 STUD @ 16" 0/C • -'k--+-->,, "' 1fl= !"4---'lffc= "';.--- l = --------l E~Q. ' 3/16 A ~·L6x4x5/15 L-----4x8 SHAPED BM. 2x STUD I A-A NOTCH DETAIL @ ROOF RAFTER c HSS BM. @ HSS BM. c 2x STUD & 4x POST ON m~ oo Oo ww Ww --mm •• mm xx ~~ 0 z -"' t'.l~ ~ ~ ~ 8 "" ~ ~z § "' s ~ I'< z ffi C, d, ~ ;l < cl; 0 ~ Ill " " s§ ;z; µ.. 0 ~ - "~ 0 Ill ::, z 5s ~~ < .~ u 0 = ~ ~~i 'S >.:, If "' " --~ ,. -'"i' ·-~r ◄ REVISIONS: £ 6-29-06 m g N ' C E ~ • ~ ~ ~ ·c ~ V • • • • • e ... . i ii 0 DRAWN BY: VM CHECKED BY: RE/VM RECORD DRAWINGS DATE: 05/23/07 SL-2.03 SHEET OF RJC#: 0223 XREF: PL'/WO. SHEATHING\ SIMPSON HUTF \ 3-16d "IYP.-1 \ B.N., • N =t 2x SOLID BLKG. (W SlMPSON A35 @ EA. END) @ 32" 0/C 11" MIN. SAO. I 2x14 STRINGER @ 12• 0/C-_/ ~-3x FLOOR JOIST I 2x14 STRINGER / @ 12· o;c:'::/ SIMPSON HUTF JOIST HANGER 4x BM. -- -+------+-----~/\~--------+- / 5/s" THK. COX. PLYWD. W/ / 8d @ 6" O/C BOUNDARY 0------------. -- // // ~ / / /' I 0:: 10 t\l l,.o "'~ I SIM. @ 6" O/C CONTINUOUS PANEL EDGES / 1 @ 12" 0/C FIELD NO BLKG. REQD. & I \ 4x10 BM. ~I \ DN. / ~ UP \ 1 B.N. --===--/""/\-----l--WALL FRAMING TYP. ,.,.,... I MASONRY WAL TYP. ~ / / TYP. STAIR LANDING --.--rl I ,....,.......--~---I I ~/ /·-2x SOLID BLKG. (W /, SIMPSON A35 @ EA. / END) @ 32" 0/C I --PLYWD. SHEATHING 2x FLOOR JOIST PLYWO. SHEATHING __ _,, r--2x RIM PLATE I -PLYWD. SHEATHING '/! ,-3x FLOOR JOIST E.N. l~~::::z;;&z:::&z;lb====zzJ l _J t SIMPSON A35 @ 16" "-0/C ~" '--2-2x CONT. TOP PLATE i------2xSTUD I -PLYWO. SHEATHING 1 2x JOIST I r-----2x STUD @ 16" 0/C I I ,l. SIMPSON HU JOIST HANGER -1 3x10 CONT. LEDGER // W/ 2-5/15" ~ LAG SCREWS @ EA STUD ; TYP. ------~ PLYWD. SHEATHING---11 I 3•1 Ml. TYP. '"- 2x BLKG. ., "----SIMPSON A35 @ 16" 0/C , _____ 2x STUD 1" 1" -PLYWD. SHEATHING i 2x BLKG. W / SIMPSON L 3x FLOOR JOIST TYP. A35 & TOP FLANGE • HANGER @ 32" 0/C TYP. -·· / _/ i-----PL'IWD. SHEATHING 2-2x CONT. TOP PLATES 2x STUD REVISIONS: ffi 6-29-06 DRAWN BY: VM CHECKED BY: RE/VM RECORD DRAWINGS DATE: 05/23/07 SL-2.04 SHEET OF RJC#: 0223 XREF: • "i' ;-3" iJ STD. / PIPE COL 1 GALV. I l71 2'-o" so. L _ _J FTG. BLW. "' ---'\<----7 TYP. 1 l -- , / / / I 1------1 lo I 0>---------------------------,1\/,, ~ ---- I ++"•""·~t', I I ~ I WALL OPNG. / 1/1. >t>' MN.-~-I --- I I • • I 6 THK. PARTITION I , MASONRY WALL TYP. ·-i-F,:;;;,i:,·• I . <•' / I I I I I I I [' 2·-0· t*'~'Kf•'••>, I I \ WALL OPNG. I AfN.---1-1- TYP. I I I I I 6" THK. PARTITION I MASONRY WALL TYP. -·--7 ;/·,· • r•·· .,, I • . WALL OPNG. AFN. ---.--t 2·-0· - I 2'-0" SQ, FTG. BLW.-- ~/ •• 3" • STD. PIPE COL. GALV. ,-7 I l--2' -o• so. ~)--_ FTG. BLW. ~ \_ 3" t/J STD. PIPE COL GALV. FOUNDATION PLAN . . /, /~ 3" t/J STD. PIPE COL GALV. Lo!-~-2' -o• SQ. FTC. BLW. '--· CONC. I MASONRY I UNIT SEAT L,,--~~L_. _s.A._o_. ________________ 01 SIM. tiQifS; 1. SEE ARCH. DWGS. FOR ALL DIMENSIONS NOT SHOWN. 2. SEE ARCH. DWGS. FOR ALL WALL ELEVATIONS. 3. SEE ARCH./M.E.P. DWGS. FOR EXACT LOCATION OF FLOOR DRAINS AND FLOOR SLOPES. 4. SEE MECH. DWGS. FOR EXACT LOCATION OF DUCT OPENINGS. 5. 6" & 8" THK. MASONRY WALL REINFORCEMENT SHALL BE #5 @ 16 0/C VERT. & #5 @ 8" 0/C HORIZ. 6. SILL PLATES FOR ALL NON-SHEAR WALLS SHALL BE 2x P.T. SILL PL. W/ 5/s • ¢ X 12" ANCHOR BOLT @ 48" O.C. 7. SEE S-1.01, S-1.02, S-2.01, S-2.02, S-3.01, S-4.01 S-4.02, SL-2.01, SL-2.02 c!c SL-2.03 FOR INFO. NOT SHOWN OR NOT CALLED. 8. SOILS/ GEOTECHNICAL REPORT SHALL BE PART OF THE PLANS. REPORT IS TO BE KEPT AT THE CONSTRUCTION SITE AT ALL TIMES. 9. ALL EXCAVATIONS SHALL BE APPROVED BY THE SOILS ENGINEER AND OR THE ENGINEERING GEOLOGIST PRIOR TO PLACEMENT Of REINFORCING STEEL DOCUMENTATION OF THIS APPROVAL SHALL BE LEFT ON SITE FOR THE BUILDING INSPECTOR AT FOUNDATION INSPECTION. LEGEND CONC. FTC. BLW. D HSS COL EMBEDDED IN MASONRY WALL 2x STUD WALL AfN. 5• THK. CONC. SLAB-ON-GRADE W/ #4 @ 16" 0/C E.W. @ MID-DEPTH OF SLAB; SEE SOILS REPORT FOR ADDITIONAL INFORMATION. INDICATES 6" THK. OR s• THK. MASONRY WALL (SEE NOTE 5) NORTH @ 2' 4' 8' 1/4" = 1'-0" REVISIONS: £ 6-29-06 DRAWN BY: VM CHECKED BY: RE/VM RECORD DRAWINGS DATE: 05/23/07 SR-1.01 SHEET OF RJC#: 0223 XREF: B 1 I 3 _(1\ TYP'f---+---1-- R-2. / 4 A F D E ROOF FRAMING PLAN \ \ \ II /1\o.H. ~TYP. f2\o.H. ~TYP. liQIES; 1. SEE ARCH. OWGS. FOR ALL DIMENSIONS NOT SHOWN. 2. SEE ARCH. DWGS. FOR ALL W/lJ..L ELEVATIONS. 3. SEE MECH. OWGS. FOR EXACT LOCATION OF DUCT OPENINGS. 4. 6" THK. & 8" THK. MASONRY WALL REINFORCEMENT SH/lJ..L BE (/5 @ 16 0/C VERT. & (/5 @ s• 0/C HORIZ. 5. SEE S-1.01, S-1.02, S-2.01, S-2.02, S-3.01, S-4.01 S-4.02, SL-2.01, SL-2.02 & SL-2.03 FOR INFO. NOT SHOWN OR NOT CALLED. 6. ALL EXTERIOR 2x STUD WALL FRAMING SHALL BE FULLY PL YWD SHEATHED. • LEGEND o HSS COL EMBEDDED IN MASONRY WALL 2x STUD WALL w@;>/,Y@ INDICATES s· THK. MASONRY W/lJ..L (SEE NOTE 5) C = = :::J INDICATES MASONRY WALL BLW. -◄-Ii>--INDICATES BROKEN BACK BM.; SEE 7 /SR-2.01 0 NORTH @ 4' 1/4" = 1'-Q" 8' e REVISIONS: DRAWN BY: VM CHECKED BY: RE/VM RECORD DRAWINGS DATE: 05/23/07 SR-1.02 SHEET OF RJC#: 0223 XREF: -+--E_Q_. -,r---EQ_. -+-r-SIMP. ST12 (REQUIRED I / IF OVER -SAW CUTS OCCURS) ~ 2x LET-IN -~ OVER -SAW CUTS A-A PLYWD. SHEATHING 7 I A B.N.-, / / 2x4 \\\, I ~---2x RIM PL W/ \ 2-16d @ 8" 0/C 3x BLKG. (SHAPE SHOWN) ROOF EDGE @ OPENING B.N. 2-#5 -J (FULL WALL LENGTH) / /, // / / . 5/e" • STD. HEADED / / // BOLT (DAP) @ 24:,_..,.,.,.-//4 / / 0/C--~ ~ / , /., / lYP. VERT. REINF. _/ // • ~/ / / //, PL'iWD. SHEATHING NAILER__/ C CHANNEL-- ___/ / '// lYP. HORIZ. REINF.-// / t-----8" THK. SOLID GROUTED / • , MASONRY WALL W / /, SPECIAL INSPECTION I 't_ OF MASONRY WALL. VERT. REINF. & STD. HEADED BOLT 3x NAILER W/ 5/8• tJ WELDED STUD (DAP) @ 24" 0/C (4" FROM EA. END MAX.) -\ ' \,', Pl '/WO. SHEATHING \\ \\ •• C BM. GALV. \___ 3/a • THK. STL PL GALV. (SKEWED) (3/15" FILLET WELD ALL AROUND) ---C BM. GALV. (NAILER NOT SHOWN FOR ClARllY) C BM. @ HIGH ROOF Pl'l'WD. SHEATHING ------- \ ci ..; V) 3x NAILER W / 5/8" , WELDED STUD (DAP) @ 24" 0/C (4" FROM EA END)---- GALV. STL. i , I LOUVERS !'°'~---I S.A.D. FOR i ,d< I ATTACHMENT--.._ r-"· j I ~,,.,/-1' ;r j ~,~_-=','-tfp--' -C BM. GALV. __!-..--, HSS BM. GALV. I It------HSS COL. GALV. lYP. VERT. REINF.---., ' lYP. HORIZ. REINF. ~ ~ . ,, ', " DOWEL TO MATCH WALL VE~'-- REINF. (SIZE, NUMBER & " LOCATION); LAP SPLICE PER 1/S-3.01 ----~ 90" STD. HOOK TYP.-~~ DRAIN WHERE OCCURS; S.A.D. & M.E.P,, #4 DOWEL @ \\ \_ 16" 0/C --\ ' fil SLOPE \ !:,) I.->/,._ I ----\ ~ )i:-:'' :;..-..-{ !"!,-.. fif i ~ OF MASONRY WALL, CONC, ' FTG. & VERT. REINF. ------8" THK. SOLID GROUTED MASONRY WALL W/ SPECIAL INSPECTION LAP SPLICE lYP. SEE 3/S-2.01 #4 DOWEL@ 16' 0/C \ IN FTG. I CONC. S.O.G. (lYP. REINF. NOT SHOWN FOR CLARllY) 1YP. . ' (0 i • I IZ ' -<-< ::::; . "' ..., __, ,u 3 @ BOT.) ffi \'j P-TRAP WHERE OCCURS ING DWGS -· ~~~-"--( CONr\;~~~-- tiQIE; CLR.-"-,f TYP. SEE PLAN 1. SEE SOILS REPORT FOR SUBGRADE. 90' STD. HOOK (ALT. BENT) TYP. INTERIOR CONC. FOOTING PL'l'WD. SHEATHING 4-8d/ BLKG.~~ B.N.'\ /I~ ' ' "~~- 2x BLKG. @ 16' 0/C W / SIMPSON A35 @ EA. END lYP. -------5/8" ¢ STD. HEADED BOLT (DAP) @ 24" 0/C lYP. HORIZ. REINF.- i l OF MASONRY WALL, VERT. REINF. & STD. HEADED BOLT ROOF RAFTER @ MASONRY WALL f NOTE: SIMPSON PA35 @ 32" 0/C 1--PLYWD. SHEATHING B.N. 3x ROOF RAFTER -11/ SIMPSON HU JOIST HANGER~ , I 3x LEDGER W/ 7/8• fl ST~ HEADED BOLT @ 16" 0/C 1· ffCLR. , 2-#5 (FULL WALL LENGTH) 17-:--,-j7' lYP. I i ~ .. ~-- --1-, L. 1 -#5 (FULL WALL LENGTH) ---~ ' 1-2-#5 (FULL WALL LENGTH) '/ ---------TYP. HORIZ. REINF. t OF MASONRY WALL, i VERT. REINF. 1. HSS COL EMBEDDED IN MASONRY WALL NOT SHOWN FOR ClARllY. ROOF RAFTER@ MASONRY WALL 1f-1\'II 11 ii II ii HSS BM. :: :: /---HSS COL GALV. GALV. WHERE II II / C BM. GALV. SEE OCCURS~---1I 'I/ 8/SR-2.01 FOR I I '. , 1 WELDING TO HSS II X COL- Ii ii lYP. ~--:is;.-1 lfll 41 I=--=---=--=---==1,,,=--·=·=--~- ~~:---------i HSS BM. GALV. -----i PLAN HSS BM. o HSS COL. VARIES (S.A.D.) 6' -o• MAX. /-2x BLKG. PL'iWD. SHEATHING7 / -SIMPSON A35 @ 16" 0/C l B.N. ills=:::=t=='=z::j r 3x ROOF RAFTER I -2x4 BLKG. I ~---2x RIM PL W/ 2-16d @ 8" 0/C (MIN. 2-16d O EA. RAFTER END) . z 00 ::i ,l ~3x NAILER / ~-2-#5 "/ -'k-----h-' r-,;;~· (FULL WALL LENGTH) / ------/ -~-5/s" 0 STD. HEADED -~ / / BOLT (DAP) @ 24' 0/C lYP. VERT. REINF.--~ ~ / lYP. HORIZ. REINF. _ _,...,----' ;/ ---8" THK. SOLID GROUTED MASONRY WALL W/ SPECIAL INSPECTION / ; / / // / . / / / . I I <t_ OF MASONRY WALL, VERT. REINF. & STD. HEADED BOLT ROOF RAFTER @ MASONRY WALL ,r--2x RIM PL. (BREAK 0 l VARIES (S.A.D.) 6'-0" MAX. / EA. 4x ROOF BM.) / r-· 2x BLKG. / 4x ROOF BM. BEYOND; (SHAPED AS SHOWN)-, ---2-2x4 L....---2x RIM PL. W/ 2-16d @ B" D/C (MIN. 2-16d O EA. RAFTER END) . z IX> ::i 1 / -SIMPSON A35 @ 16" 0/C 1 3x ROOF RAFTER ,t ------3x NAILER ---r / ~~2-#5 -'k---+,-•/ (FULL WALL LENGTH) -----5 ~-1/8" fl STD. HEADED VE -~-lYP. RT. REINf.~-BOLT (OAP) @ 24" 0/C END OF 2-2x4 WHERE OCCURS, TYP. HORIZ. REINF.-·- v-.,'-'//'1----a• THK. SOLID GROUTED / / / MASONRY WALL W/ 1 / /~ SPECIAL INSPECTION 2-SIMPSON '\'\ - SDS ¼x4 1,1. ' WOOD SCRtws lYP. 14x ROOF BM. / , // 1/: / // --2-2x PLAN i l OF MASONRY WALL, VERT. REINF. & STD. HEADED BOLT ROOF RAFTER/ ROOF BM. o MASONRY WALL PL'l'WD. SHEATHING -I 2-SIMPSON SDS ¼x6" WOOD SCREWS@ EA _2x4 FlAT LET-IN·--\ ', PLYWD. SHEATHING7 3x BLKG. // SHAPED-- A -A I , \ l. 2x4 BLKG. \_ 2x4 FlAT /11\' 4-8d/ BLKG. 41 \ -B.N. '-, .,.---2x RIM PL W / / 2-16d @ 8" 0/C (MIN. 2-16d @ EA. 2x4 FLAT LET-IN) I '~-lYP. HORIZ. REINF. l OF MASONRY WALL, VERT. REINF. & STD. HEADED BOLT ROOF RAFTER o MASONRY WALL ON mm Oo co ~~ ~~ ~~ m~ v~ ~m xx -~ ~ REVISIONS: ffi 6-29-06 m 8 N ' v E ;; ~ ~ C 6 • • • < • I • j ~ e DRAWN BY: VM CHECKED BY: RE/VM RECORD DRAWINGS DATE: 05/23/07 SR-2.01 SHEET OF RJC#: 0223 XREF: 0 B ~ y// f ~ --~~J ;@ ",, I I ~ .:b-·-1-I\ P:2. . '"-1-•~ :o •~ -I rv\ _ g ,. II .l,.. +~~ TYP. I 3x8 I "" _\ -~ O.H. / . ,~ 3x8 \ 1~3 'll ,(~-·G;;\_ 11'll ~ ; ,.A_\ --SIMPSON CS16 STRAP ABV. PLYWD. I • ~ ~I-cl-, 'i,,, \2: · ,,, I SHEATHING x 1 O' -0" lYP. I@' ! .,-'-./ l ' 3x8 PB-2.0i _/ , I .. ~--SIMPSON THAC JOIST HANGER i--------7 TYP. (2 PLACES) ---•r,-II --------_J ,-___ r--""-@lYP. ,---- l I= I " ' 3x8 R.J. @ 16" 0/C 1 • PB-2. 'P.{L I U A j "I -@ =f'.= ' 3x8 11 '·-1 TYP. \ , I ~~ ~ I B-2. O.H. \ ~~ : 3xa ~ ( ~~ :il= ~ I 1 3x8 \(_)/ : '~~-SIMPSON HANGER TYP. \· 1_1 1· I 1'/~ \\ ! ·-..._ ROOF EDGE S.A.D. 1 4x8 = l ) /--4,+t \ I L _______ {?-: _____ _j I ; j~ \ :.-~~,· ~~ ~-~ / ',, ---'~ 15/32" THK. STRUCT. I PL\'WD. W/ ROOF FRAMING PLAN 10d @ 4" 0/C BOUNDARY @ 6" 0/C CONTINUOUS PANEL EDGES @ 12" 0/C FlaD BLOCK ALL EDGES PER 8/S-4.01 lYP. • 0 -I "' I I I I I © I 7 ·.t77:777! I •. """~/ I A>·t""•"'"' *·""·~•-,,·.+c•cc-""'k'-+,~ ' I I 2'-0",l<--wtc'r "c.¥c:¥-c:~-2· -o· I I I L _____ _ I I I . / I '/ ~ .. ,... .. ~\'<••,-,·...., 1/ I . . . . I "¼/, ;;.;;/ I ___ _,__ ____ .J •' 0 I "' FOUNDATION PLAN r:lQIES; 1. SEE ARCH. OWGS. FOR ALL DIMENSIONS NOT SHOWN. 2. SEE ARCH. DWGS. FOR ALL WALL ELEVATIONS. 3. SEE ARCH. DWGS. FOR EXACT LOCATION Of SLAB DEPRESSIONS. 4. SEE MECH. OWGS. FOR EXACT LOCATION OF DUCT OPENINGS. 5. 8" THK. MASONRY WALL REINFORCEMENT SHALL BE /15 0 16 0/C VERT. & /15 @ 8" 0/C HORIZ. 6. SILL PLATES FOR ALL NON-SHEAR WALLS SHALL BE 2x P.T. SILL PL. W/ 5/a" f X 12" ANCHOR BOLT O 48" 0.C. 7. SEE S-1.01, S-1.02, S-2.01, S-2.02, S-3.01, S-4.01 8c S-4.02 FOR INFO. NOT SHOWN OR NOT CALLED. 8. SOILS/ GEOTECHNICAL REPORT SHALL BE PART OF THE PLANS. REPORT IS TO BE KEPT AT THE CONSTRUCTION SITE AT ALL TIMES. 9. ALL EXCAVATIONS SHALL BE APPROVED BY THE SOILS ENGINEER AND OR THE ENGINEERING GEOLOGIST PRIOR TO PLACEMENT OF REINFORCING STEEL. DOCUMENTATION OF THIS APPROVAL SHALL BE LEFT ON SITE FOR THE BUILDING INSPECTOR AT FOUNDATION INSPECTION. LEGEND CONC. FTG. BLW. 0 PIPE COLUMN 5" THK. CONC. SLAB-ON-GRADE W/ /14 0 16" 0/C E.W. @ MID-DEPTH OF SLAB; SEE SOILS REPORT FOR AOOITIONAL INFORMATION. fye(½:}:1/J->J INDICATES 8" THK. MASONRY WALL (SEE NOTE 5) NORTH @ 0 2' 4' 8' r• 1 / 4" = 1 '-on 8 REVISIONS: DRAWN BY: VM CHECKED BY: RE/VM RECORD DRAWINGS DATE: 05/23/07 SPB-1.01 SHEET OF RJCi: 0223 XREF: CONC. SLAB~ON-GRADE lYP. TYP. REINF. EXPANSION JOINT--~ #4 CONT. TYP.--~ lYP. CONC. S.O.G ¾" THK. STL PL.-~-i PlPE COL.---- DRILL HOLE THRU STL. PIPE COL. TO ..-· PASS f7 REBAR ~ THRU ---- ~ STL PIPE COL. PIPE COL @ CONC. FOOTING 'lo I - 'lo .I - 1 ·'1sc-· • 0 - • ., I . - PIPE COL GAJ.V. 1/4 CONT.-~- 2-#6 EA. FACE-.'-- CONC. PAD FTG. '· 3• CLR. lYP. ' 3• ! CLR.f-,f- TYP. I I I I I • I I ' I SEE PLAN LAP SPLICE -.c1------90· STD. HOOK /L';'+------135• STD. HOOK lYP. ----#4 TIE @ 8' 0/C U.O.N. -----·-· 1 " THK. NON-SHRINK GROUT ~--4-#5 (EQUALLY SPACED) PIPE COL @ CONC. FOOTING 0 t OF PIPE COL. PIPE COL. GALV. --....__ i & CONC. PAD FTG. ---·---! 90" STD. HOOK + {T&B) I 1• THK. NON-SHRNK GROUT ----. ·~ ' i I I 3''' • ! CLR.,f-f 3• CLR. TYP. ~-r, #4 TIES f 4• 0/C ''to· 1'-6· "' , A SEE PLAN 3x NAILER ~ \ 1, #4 TIES @ 8" 0/C TYP.) I 1 #7 x 5'-0" WELDED BARS I CONC. GRADE BM. ---7/a" ¢ STD. HEADED BOLT TYP. "----4-#5 (EQUALLY SPACED) r·---SIMPSON THAC JOISf / HANGER I / ' L--4x BM. PER PLAN .----· MASONRY WALL 4x WOOD BM. @ MASONRY WALL VARIES (S.A.D.) PLYWO. SHEATHING7 -2x RIM PL W/ 3-16d @ 16" 0/C B.N. L 3x ROOF RAFTER ~-SIMPSON A35 @ 16" 0/C ROOF RAFTER @ 4x BM. r PLYWD. SHEATHING7 3x ROOF RAFTER TYP.---~ SIMPSON A35 @ 15• o/c 7 I 1-4x BM. 3x ROOF RAFTER SIMPSON A35 0 16" 0/C --~ B.N. 4x BM. -----~ VARIES (S.A.D.) 2x RIM PL. W/ 3-16d @ 16" 0/C -- CANTILEVER ROOF RAFTER @ 4x BM. @ "-..._ ' \,It '--{~ I .; I:' ~i :.,~ "', -13/16" 41 HOLE lYP. (TOTAL OF 8} \... __ 7 GA. STL. PL. TYP. GALV. t-----STl. PIPE COL PER PLAN GALV, STL. COL. CAP @ STL. PIPE COL VARIES (S.A.D.) PLYWD. SHEATHING, l2x RIM PL W/ 3-16d @ 16" 0/C • z OJ :!! B.N. l / /2x BLKG. // ,,·--SIMPSON A35 @ 16" 0/C ,·-3x ROOF RAFTER I ,..{_. . ...____ . 1_ ~ 3x NAILER 2-#5 (FULL WALL LENGTH) ----~-5/8" ¢ STD. HEADED --------- TYP. VERT. REINF. BOLT (OAP) @ 24" 0/C TYP. HORIZ. REINF. __..-,/ ·i------8" THK. SOLID GROUTED MASONRY WALL W/ SPECIAL INSPECTION I l OF MASONRY WALL, VERT. REINF. & STD. HEADED BOLT ROOF RAFTER@ MASONRY WALL SIMPSON A35 VARIES (S.A.D.) I @ 16" 0/C /1 ,---3x ROOF RAFTER // I I PLYWD. SHEATHING --- ' 2x BLKG. @ 16' D/C . .l I W/ SIMPSON A35 @ I I I EA. END-7 1 4x BM. , --t \_ I ! X r I Lzx RIM PL W/ 3-16d@ 16" 0/C • z ca :!! .. ~---3x NAILER ~1 --2-#5 \._ 3x ROOF RAFTER TYP. / (FULL WALL LENGTH} </ //, --·---.-~ 5/a" f STD. HEAOED ____ /;/ BOLT (OAP) @ 24" 0/C TYP. VERT. REINF. --/ //, .1rv-r,, / .-.----8" THK. SOLID GROUTED lYP. HORIZ. REINF.----· // / MASONRY WALL W/ /~ / / SPECIAL INSPECTION // / , /' l Of MASONRY WALL, VERT. REINF. & STD. HEAOED BOLT ROOF RAFTER@ MASONRY WALL 1~ 2x BLKG. @ 16" 0/C / W / SIMPSON A35 @ EA. PLYWD. SHEATHING 7 4-Bd/ BLKG.~ RN.-\ /I\\ / END TYP. I SIMPSON A35 / @ 16" 0/C --', z ca 5l """,-1+.-~ ...._--_ 1_--3x NAILER 2-#5 i'-3x ROOF -1· RAFTER lYP. (FULL WALL LENGTH) / / L ·--~---5/e• I STD. HEADED 1YP. VERT. REINf.--->/ /;· BOLT (OAP) @ 24" 0/C /·t-----8" THK. SOLID GROUTED TYP. HORIZ. REINF. --, / MASONRY WALL W/ / / / SPECIAL INSPECTION / ,/• ,/ ,/' / / / I l OF MASONRY WALL, VERT. REINF. & STD. HEADED BOLT ROOF RAFTER@ MASONRY WALL ~ 8 N ' u £ ON i mm ~ Oo ~ oo ~ ~w ~ ~~ u -~ • m~ ~ • vv • mm e "-•X , • ~~ ~ ~ ~ 9 ~ gi' v~ 11 ~; -0 ~ ij "' i5 ;:, ~ 00 ~ ;z z ffi i ~~ ~ ~ p ;; z p[i ~if ~~ ~<I;; '7). u ~ 0 ~.iri ~ ~ e': . ~~~ ~~ ◄ REVISIONS: DRAWN BY: VM CHECKED BY: RE/VM RECORD DRAWINGS DATE: 05/23/07 SPB-2.01 SHEET OF RJC#: 0223 XREF: FAN SCHEDULE MANUFACTURER T.S.P. FAN OPER. SYMBOL LOCATION SERVICE TYPE CFM RPM VOLTAGE POWER wr. REMARKS & MODEL NO. (IN.) (HP) (LBS) ® COOK 2ND FLR. GEMINI BATHROOM CENTRIFUGAL 260 1200 0.5 115/1/60 125 © IN-LINE 35 GN-520 WATTS COOK ® LIFE GUARD CONCESSIONS LO-PRO ROOF (HOOD EXH.) UP BLAST 4500 1495 1.75 230/1/60 3 400 @© 195 LPB JEF\ COOK UNIT IS NO JNGER REQUI ED .. PARK. BOOTH 70 - \..::...1 "'' ·Lll'lt. ,. . ' I:, '.:./ GC-140 ~ COOK LIFE GUARD CONCESSIONS FILTERED KSP ROOF (MAKE-UP AIR) SUPPLY 3600 1208 1.25 230/1/60 3 450 @© 120KSP-B (SIDE DISCH.) ® COOK LIFE GUARD LIFE GUARD FILTERED ASP-T ROOF BLDG. RMS. SUPPLY 1200 991 .75 115/1/60 1/3 300 ® 90ASP-T ® COOK LIFE GUARD FILTERED KSP ROOF CONCESSIONS SUPPLY 1750 1406 .75 230/1/60 1 400 ® 90KSP-B (SIDE DISCH.) (D UNIT SHALL BE COMPLETE WITH DISCONNECT SWITCH AND ROOF JACK. ENERGIZED BY LIGHT SWITCH. ® UNIT SHALL BE COMPLETE WITH 24" VENTED EXTENSION, GREASE-CAPll.JRE & CONTAINMENT SYSTEM, WEATHER COATING AND DISCONNECT SWITCH. UNIT ENERGIZED BY "ON-OFF" WALL SWITCH. KITCHEN HOOD FIRE SUPPRESSION SYSTEM SHALL SHUT DOWN UNIT NOS. EF-2 AND SF-1 UPON DETECTION OF SMOKE. Q) UNIT SHALL BE COMPLETE WITH ROOF CURB, INTAKE EXTENSION, MOTORIZED BACKDRAFT DAMPER AND DISCONNECT SWITCH. INTERLOCK OPERATION OF UNIT WITH EF-2. © UNIT SIZED FOR KITCHEN EXHAUST HOOD MANUFACTURED BY GREENHECK. @) UNIT SHALL BE COMPLETE WITH ROOF CURB AND DISCONNECT SWITCH. UNIT TO BE INTERLOCKED WITH EXHAUST FAN NO. EF-2. @ UNIT SHALL BE COMPLETE WITH ROOF CURB, INTAKE EXTENSION AND DISCONNECT SWITCH. FLY FAN SCHEDULE HZ AMPS MAX.CFM OPER. NOZ. VEL. WT. LBS. REMARKS ffi MARS 72CH (2) 1/2 230 1 60 5.1 120 COMPLETE WITH DUAL MICRO SWITCHES (ON-OFF CONTROL) FIELD MOUNTED. LEGEND & ABBREVIATIONS SYMBOL ABB. DESCRIPTION SYMBOL ABB. DESCRIPTION SAO AIR SUPPLY DUCT AC AIR CONDITIONING UNIT RAD REnJRN AIR DUCT AP ACCESS PANEL OSA "'•-•~~ AIR B.D.D. BACK DRAFT DAMPER EAO EXHAUST AIR DUCT BHP BRAKE HORSEPOlw:R CA COMl!USTION AIR CFM CUBIC FEET PER MINUTE , (L) LINED DUCTWORK CONC. CONCRETE CD CEILING DIFFUSER COND. CONOENSA 'IE RAR RETURN AIR REGISTER D.B. DRY BULB EAR EXHAUST AIR REGISTER , DN. DOWN • -S\\R SIDEWALL SUPPLY REGISTER ENT. ENTERING ....-LI FC Fl.EXIBLE CONNECTION Ef EXHAUST I" AN M\ID MANUAL VOLUME DAMPER E.S.P. EXTERNAL STATIC PRESSURE I ,. I QBD QUADRANT BALANCING DAMPER F.P.I. Fll-lS PER INCH --="'==-+-~DL~.+"-'OOOR~~L,9ll=.,,IIER""---------+-----f-Fl"-'N'--. FLR'-=''1-Fl'-"N.,,,ISH"'-'--'Fl._,,O,,,OR""----------ll ~ UC UNDERCUT DOOR FLA. FULL LOAD AMPS •ON-OFF" SWITCH FT. FFTT STAT THERMOSTAT GC GENERAL CONTRACTOR BT BY PASS TIMER HP HORSEPOWER S.D. SMOKE DETECTOR IN. INCHES S.A SUPPLY AIR KW KILOWATTS R.A. RETURN AIR LR.A. LOCKED ROTOR AMPS E.A EXHAUST AIR M.C.A. MINIMUM CIRCUIT AMPS T.A. TRANSFER AIR MIN. MINIMUM O.A. OUTSIDE AIR M.O.C.A. MAX. OVER CURRENT PROTEC. AMPS TYP. TYPICAL PH PHASE S.F. SQUARE FOOT PRESS. PRESSURE -CSFD COMBO. SMOKE AND FIRE DAMPER PSI POUNDS PER INCH FD FUSIBLE LINK FIRE DAMPER PSIG POUNDS PER SQUARE INCH GAGE 1x1 TG~{·~TR~AN~SFER~~GR,"le,,LLE=------t---+:!'R"-'PM"-11--':R""=':EVOl,,_11.,'Tl~Oe,cNS"-"'PER"'=-'M""INc,,U!.!h..TE: ___ --I S/M SHEET METAL R.L.A. RAJ£!) LOAD AMPS ;-:::.-:::.-:::.-:::.-:::.;~""'Scs,/~!S~+~ST;A:.;IN,;;LES""'Sri,i;S-,lfilim~------j-r ... ---t"i-P~.o;';.R;'-'. +;;POl~NT OF REMOVAL u. T.R. ur onnOUGH ROOF ... P.O.C. POINT OF CONNECTION GRAVI TY VENTILATORS UNIT MANUFACll.JRER THROAT LOCATION THROAT CFM AREA WT. REMARKS NO. & MODEL NO. SIZE (IN.) (SQ.FT.) @ COOK/ PR LIFE GUARD 20"¢ 800 2.29 150 COMPLETE WITH BACKDRAFT DAMPER. INSECT SCREEN & ROOF CURB. (RELIEF) 1. 2. • ROOF SEISMIC NOTES a.) THE SEISMIC ANCHORAGE FOR ALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE DESIGNED TO WITHSTAND A LATERAL FORCE: CALCULATED AS SPECIFIED IN SECTION 1632A AND TABLE 16A-0 OF VOLUME 2, Tl'ILE 24, 2000 UBC. IN LIEU OF CALCULATIONS PER ITEM 1, THE ANCHORAGE SHALL BE CAPABLE OF WITHSTANDING A LATERAL FORCE EQUAL TO 2.2 Wp ACTING SIMULTANEOUSLY WITH A VERTICAL FORCE *EQUAL TO 0.72Wp (BOTH FORCES AT SERVICE LEVEL. THESE VALUES CORRESPOND TO AN lp=1.15 AND Co=0.66. FOR OTHER VALUES OF Ip AND Ca, THE LATERAL AND VERTICAL FORCE CAN BE ADJUSTED ACCORDINGLY). INCLUSION OF VERTICAL FORCE PER TABLE 16-0 FOOTNOTE #20 (FOR EMERGENCY POWER SUPPLIES AND COMMUNICATIONS EQUIPMENT ONLY). b.) THE CAPAC1TY OF THE ANCHORAGE CONNECTORS IN SHEAR AND/OR TENSION SHALL BE CLEARLY INDICATED IN THE CALCULATIONS, WHICH INDICATE ICBO REPORT NO. (IF APPLICABLE), THEIR TOTAL NUMBER, SIZE, GRADE, EMBEDMENT, EDGE DISTANCES AND OTHER FACTORS WHICH AFFECT lHE CAPACITY IN SHEAR AND TENSION. ANCHORAGE DETAILS FOR EQUIPMENT WHICH ARE NOT APPROVED DURING PLAN REVIEW ARE SUBJECT TO APPROVAL OE THE SJRUClllRAL ENGINEER OF RECORD AND DSA'S DISTRICT STRUCTURAL ENGJNEER PRIOR TO INSTALLATION AND INSPECTION BY THE PROJECT INSPECTOR. NOTE: ALL ENCLOSED SPACES IN BUILDINGS ARE DEFINED AS UNCONDITIONED SPACE PER SECTION 2.2.1 OF THE 2001 CEC NON RESIDENTIAL MANUAL UNCONDITIONED SPACE IS NOT COVERED BY THE CEC ENERGY EFFICJENCY STANDARDS. AIR DISTRIBUTION SCHEDULE-CLG. CAPACITY MAX. MAX. MAX. S.P. TYPE SIZE (C:F.M.) NECK \/EL N.C. DROP REMARKS 8 X 8 0 -180 400 13 .06 10 X 10 181 -280 13 .06 PROVIDE WITH OPPOSED ADJUSTABLE 12 X 12 281 -400 16 .06 BLADE VOLUME DAMPERS MODULAR CORE 14 X 14 401 -550 17 .06 E§ 16 X 16 551 -720 18 .06 MOUNTING FRAME TO BE COMPATIBLE W/ 18 X 18 721 -910 19 .06 CEILING TYPE 20 X 20 911 -1120 •,n .•- 8 X 8 0 -180 400 15 .03 ALUMINUM 10 X 10 181 -260 15 .03 PROVIDE WITH OPPOSED EGGCRATE 12 X 12 281 -400 15 .03 BLADE VOLUME DAMPERS 8e 14 X 14 401 -550 15 .03 16 X 16 551 -720 15 .03 MOUNTING FRAME TO 18 X 18 721 -910 15 .03 BE COMPATIBLE W / ~e 20 X 20 911 -1120 15 .03 CEILING TYPE 24 X 24 1371 -1800 15 .03 24 X 48 1801 -3000 15 .03 AIR DISTRIBUTION SCHEDULE-SIDEWALL SIZE CAPACITY MAX. MAX. S.P. (INxlN) (CFI.I) N.C. DROP (IN.' 10 X 6 0 -150 14 X 8 151-300 16 X 8 301-450 STEEL CONST.-1--_:.::...::..-=---+---''---'-"'=---l---'2:;,5'---+---''"'03,:__-l LOUVERED FACE 1---,,,,--.,,--+--,:::,,--':c=,,--t--+---,f--''.;;;03:----I .03 14 X 12 451-600 .04 18 X 14 601-750 .03 'J'n ',( iA 7"-"l.-'f/1/Jl'.l 12 X 6 0 -150 TEEL CONST.-,__ __________ 25 _ ___,,__._04_-t 14 X 10 151-300 20 X 10 301-450 OUVERED FACE 1--...,,.,.--'-~-+--c='c--~.;.--1--+---,f--''c'-04'----I e e f----"--'-'---+-~-.;_--+---,f--':~:.;_--1 e ~ --------------,-·-04---1 24 X 14 451-600 36 X 16 601-800 REMARKS STEEL FRAME, DOUBLE DEFl.ECTION W/ OPPOSED BLADE DAMPER & ADJUSTABLE LOUVERS - FRONT SET HORIZONTAL LOUVER SPACING: 3/4• STEEL FRAME, FlXEO HORIZONTAL LOUVER FACE O 45" W / OPPOSED BLADE DAMPER LOUVER SPACING: 3/4" GENERAL NOTES 1. ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA MECHANICAL COOE, CALIFORNIA BUILDING CODE, ANO ALL OTHER APPLICABLE CODES AND REGULATIONS, INCLUDING CALIFORNIA ENERGY CONSERVATION STANDARDS DIVISION T-20. 2. COORDINATE ENTIRE INSTALLATION OF THE VENTILATION SYSTEM WITH THE WORK OF ALL OTHER TRADES PRIOR TO ANY FABRICATION OR INSTALLATION. PROVIDE ALL FITTINGS, OFFSETS, AND TRANSITIONS AS REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. 3. COORDINATE THE LOCATION OF ALL CEILING DIFFUSERS, REGISTERS AND GRILLES WITH THE ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL LIGHTING LAYOUT AND ARCHITECll.JRAL ROOM ELEVATIONS. 4. COORDINATE THE LOCATION OF ALL ROOF OPENINGS AND THE LOCATION OF ALL ROOF MOUNTED EQUIPMENT WITH THE STRUCTURAL AND ARCHITECTURAL PLANS PRIOR TO ANY INSTALLATION. MECHANICAL TO PROVIDE EQUIPMENT WEIGHTS, PLATFORM AND CURB SIZES. FOR ROOF AND WALL PENETRATION DETAILS AND REQUIREMENTS, SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5. PLATFORMS, CURBS AND FLASHINGS FOR MECHANICAL EQUIPMENT SHALL BE AS INDICATED ON THE STRUCTURAL AND ARCHITECTURAL PLANS, UNLESS NOTES OTHERWISE. 6. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT MANUFACll.JRER'S RECOMMENDATIONS. PROVIDE ALL FITTINGS, TRANSITIONS, DAMPERS, VALVES, AND OTHER DEVICES REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. SEE SPECIACATIONS. 7. MAINTENANCE LABEL SHALL BE AFFIXED TO ALL MECHANICAL EQUIPMENT AND A MAINTENANCE MANUAL SHALL BE PROVIDED FOR THE OWNER'S USE. 8. ALL DUCTWORK SHALL BE CONSTRUCTED, ERECTED AND TESTED IN ACCORDANCE WITH THE MOST RESTRICTIVE OF PROCEDURES DETAILED IN THE ASHRAE HANDBOOK OF FUNDAMENTALS OR THE APPLICABLE STANDARDS ADOPTED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION. A COPY OF THE SMACNA STANDARDS SHALL BE KEPT AT THE JOB FOR REFERENCE BY THOSE REVIEWING THE WORK. 9. DUCTWORK SHALL BE INSULATED OR LINED (L) PER SPECIFICATIONS OR AS NOTED ON DRAWINGS. ALL SUPPLY AND RETURN DUCTWORK EXPOSED ON ROOF SHALL BE INTERNALLY LINED UNLESS OlHERWISE INDICATED OR SPECIFIED. INTAKE OR EXHAUST DUCTWORK ON ROOF NEED NOT BE INSULATED. ALL DUCT SIZES ARE SHEET METAL SIZES. ALL DUCT JOINTS SHALL BE SEALED. INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAT 25 AND A SMOKE DENSITY NOT EXCEEDING 50 PER CMC SECTION 604.3. 10. MANUAL VOLUME DAMPERS SHALL BE PROVIDED IN ALL DUCT BRANCHES TO INDIVIDUAL DIFFUSERS, GRILLES, REGISTERS AND OUTSIDE AIR INTAKE DUCTS. THIS NOTE TAKES PRECEDENCE OVER ANY OMISSIONS ON THE DRAWINGS. 11. ALL EQUIPMENT, DUCTS AND OTHER DEVICES AND MATERIALS INSTALLED OUTSIDE OF THE BUILDING OR OTHERWISE EXPOSED TO THE WEAlHER SHALL BE COMPLETELY WEATHERPROOFED. 12. PROVIDE NEW DISPOSABLE FILTERS FOR ALL HVAC UNITS PER MANUFACTURER'S RECOMMENDATIONS PRIOR TO PERFORMING SYSTEM AIR BALANCE. PROVIDE ADDITIONAL SET TO OWNER FOR FUTURE INSTALLATION. 13. AIR ALTERS SHALL BE A STATE ARE MARSHALL APPROVED AND LISTED TYPE. PREFORMED ALTERS HAVING COMBUSTIBLE FRAMING SHALL BE TESTED AS A COMPLETE ASSEMBLY. AIR ALTERS IN ALL OCCUPANCIES SHALL BE CLASS 2 OR BETTER (AS SHOWN IN THE STATE FIRE MARSHALL LISTING). AIR FILTERS SHALL BE ACCESSIBLE FOR CLEANING OR REPLACEMENT. 14. THESE ORAWINGS SHALL BE READ IN CONJUNCTION WITH AND BE CONSIDERED TO BE PART OF A SEPARATE AND COMPLETE MECHANICAL SPEC1FICA TION. 15. ALL APPLIANCE AND PLUMBING VENTS SHALL BE AT LEAST TEN (10) FEET IN A HORIZONTAL DIRECTION, OR THREE (3) FEET ABOVE THE OUTSIDE AIR INTAKES OF ALL HVAC UNITS ~ --~-CENTERLINE OF ~ '' CONTROL, SWITCH, OUTLET FINISHED FLOOR ~-------.-TOP OF CONTROL. SWITCH, OUlLET 24" MAX. FINISHED FLOOR MOUNTING HEIGHT OVER OBSTRUCTION THERMOSTAT MOUNTING • C:--. C • ; = 'O Q "' . llli : ~ ~~~.: REVISIONS: Cl) g z od 0 z w (!) w ....I ft w ....I :::> 0 w :r: (.) Cl) ....I 5 -~ :r: (.) w ~ DRAWN BY: D.L.G. CHECKED BY: B.J. RECORD DRAWINGS DATE: 8/06/07 M1 SHEET OF RJC#: 0223 XREF: 0 I I IBT FLOOR PLAN 'I I I I - @ 14x12 -1,--. (2) 8x16 COMBUSTION AIR LOUVERS ( 1) LOCATED WITHIN 12 INCHES OF THE TOP OF THE ENCLOSURE AND ( 1) LOCATED WITHIN 12 INCHES OF THE BOTTOM OF THE ENCLOSURE RENTALS/ STOR. TIDEPOOLS STOR. t STOR. I _j \ D -~ t 18x18 EAD SF-3 U.T.R. TO EF-2 12x8 DOOR LOUVER t (TYP. FOR 2) -- 14x12 / UP 18 X 18 16x12 SF-2 FIRST AID/ OFFICE (TYP.) MARINE LIFE REFUGE SUPERVISOR 2 16x12 t □--12x12 EAD DN. CONNECT TO HOOD (TYPICAL FOR 2) CONCESSIONS 8x8 UP TO 2ND FLR. "-------1ox10 UP , TO 2ND FLR. \ -=, ,--;=~,===: 14x12 CONSTRUCTION NOTES: CD ROUTE RIGID ROUND DUC1WORK FROM CEILING DIFFUSER UP THROUGH ROOF. REFER TO ROOF PLAN ON OWG. M3.2. @ PENETRATE EXISTING CMU WALL WITH DUCTWORK SHOWN. COORDINATE WITH WALL CONFIGURATION AND ALL OTHER TRADES. \ 24x24 U.T.R. f--------¼-1 TO Gl/-2 FR. GRILLE I !; I I I , I (2) 8x16 COMBUSTION AIR LOUVERS (1) LOCATED WITHIN 12 INCHES Of THE TOP OF THE ENCLOSURE AND ( 1) LOCATED WITHIN 12 INCHES OF THE BOTTOM OF THE ENCLOSURE 12x8 DOOR LOUVER I I/ / LIFEGUARD STORAGE 8x16 RELIEF LOUVER (HIGH AND LOW) NORTH GB SC.ALE: l" • f-0" 1 NO HVAC WORK IN THIS AREA / ~~ I -f 0 1[_ ' \ FRONT(: / OFFIC ) I '-.__,/ STOR. NORTH GB PARKNG BOOTH FLOOR PLAN SC.ALE: l• • f-0" 1 C :· .. C • ;, . " = .. ~ ~ . C • ' .. - ,.: : ... • • Q REVISIONS: M ~ ' i ON Ii ., ., ! Oo oo • Oo ~ .,., 0 ~~ • ~~ • • •• e ~~ 0 ~ ,ex • " ~~ I 0 DRAWN BY: D.L.G. CHECKED BY: B.J. RECORD DRAWINGS DATE: 8/06/07 M2.1 SHEET OF RJC#: 0223 XREF: CONSTRUCTION NOTES: CD PENETRATE EXISTING CMU WALL WITH DUC1WORK SHOWN. COORDINATE WITH WALL CONFIGURATION AND ALL OTHER TRADES. @ ROUTE 10x10 SUPPLY AIR DUCT HIGH BETWEEN JOISTS. OPEN ~', OPEN \ ' '\ l'll=========·= 0 □ < ," , 0 (~\ \ ) p '--~ ,----\ LIFEGUARD ,! OBSERVATION iii ROOM NORTH @ SECOND FLOOR PLAN SCALE: J• • f-0" 1 i ' i ON .. --l oo oo ""• ~ "'"' u ~~ ! mo, C ·~ • "'"' r u, • • ~~ I e REVISIONS: DRAWN BY: D.L.G. CHECKED BY: B.J. RECORD DRAWINGS DATE: 8/06/07 M2.2 SHEET OF RJC#: 0223 XREF: /; I / 7, 11 f' / r Q I ' I I ' '\ ✓ ,_ 20x16(L) = ,< \I -..__ l£l ~ ~ 16x16(L) O.T.R. ''x~ ~ A k.'. ~ / -14"11) O.T.R. I IU Y 14"111 D.T.R. ~ _ i ',. y<y ~lg\ lg\ ~ (TYP.) /SF\ 7 ---- \2.../ ' "' [-<"! /I I (TYP.) \I " '.. "-_,, _,,. ~ 14 Ill O.T.R. p'~ -~-==-;t;;;;;;;;;;~;;;;:;;;;:::;:;;;::;::t=;::=;=::::;:::::;l:::::;;j::::;;4~ -11, I I L 1---+--'-- 0 \ 0 CONSTRUCTION NOTES: (j) PROVIDE PRIMER AND 2 COATS OF PAINT ON DUCTWORK ROUTED ABOVED THE ROOF AS DIRECTED BY THE ARCHITECT. NORTH @ C:--. ~ . .; 0 ~ : e • ~ ~ ... . • • ~ ~ w ON =~ oo ~C! ~ .. ~ .. ~~ "'"' ~~ "' "' =>< ~~ gJ a:::E <(W~oo ::E ><~ 0 ttJ 10 ....J a: ~ w a.. s ~ 0 ::E <( :c ffi i z () z ij 0 <( ~ i a:ow~~ mo() Ow ~ 6, REVISIONS: M ~ ' 0 ,. f u ! • i • • :8 & e z ~ a. LL 0 ~ (!) Q ....I Ill 0 ~ ::::, (!) w LL -....I ....I <( (.) -z <( J: (.) w ~ DRAWN BY: D.LG. CHECKED BY: B.J. RECORD DRAWINGS DATE: 8/06/07 M3.2 SHEET OF t-----------------------------------------------------------------------------------------------,------,---1...:.R=J=C#"-': _ __,0=2=23=--SCALE: j• • 1'-0' 1 XREF: ROOFPL.AN FACTORY ROOF CURB CAP-~ LAG TO ROOF CURB W/ (4) 3/8"9> LAG SCREWS MIN. 2" EMBEDMENT LEVEL MOUNTING PLATFORM------._ TO BE SHAPED AS REQUIRED BY ROOF SLOPE. PROVIDE COUNTERFLASHING AND NAILER FOR ROOF MATERIAL COORDINATE ROOF ---- OPENING LOCATION WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS EXHAUST DUCT ~ (SEE PLANS FOR SIZE AND ROUTING, TYP.) BUILT-IN BACK DRAFT DAMPER--~ 0 PERIMETER FLASHING / ROOF FOR WATERTIGHT FINISH/ CEILING GRILLE ATTACH TO STRUCTURE (TYP) 1 1/2"X 1 1/2"X 1/4" ANGLE IRON CLIPS (TYP) --EXH. FAN SUPPORT (4) #12 GA WIRES ----LATERAL SEISMIC SUPPORT (4) #12 GA WIRES EXHAUST FAN UNIT '--CEILING SUPPORT DUCT WITH 2" WIDE, 20 GAGE, SHffiMETAL BAND WITH HEMMED EDGES SEE SPECIFICATIONS ---..... INSULATED DUCT, SEE PLAN(S) FOR SIZE RETURN AIR CAN BY REGISTER MANUFACTURER CEILING (SEE ARCHITECURAL DRAWINGS) NO. 12 GAUGE HANGER WIRES. SECURE TO DIFFUSER & STRUC. AfN. TYP. FOR TWO. LOCATE AT OPPOSITE CORNERS OF DIFFUSER WIRES SHALL BE SLACK. / VOLUME DAMPER J RET. AIR REGISTER WITH FILLER PANEL SEE PLANS FOR SIZES. POSmVELY ATTACH REGISTER PANEL TO CEILING SUSPENSION FAN HOUSING---- FACTORY PRE-FAB -, INSULATED ROOF CURB FACTORY CANT STRIP 1 /4"9> x 2" LAG S'CREW, MINIMUM (3) PER SIDE oilJr;fuWtfNFRAME ALL AROUND CURB DUCT FLANGE--~ 1"CLEAR (MIN.) ALL AROUND DUCT DUCT THRU ROOF ___ _,, SEE PLANS FOR SIZE REFER TO STRUCTURAL DRAWINGS FOR FRAMING AT OPENING ,,,__AUTOMATIC BACK DRAFT DAMPER "'-\:::::---_-_-_-_-_-_----, __ --:::::!:::--.~ FACTORY SUPPLIED .---, INTEGRAL BIRDSCREEN DUCT LEVEL ROOF CURB _ _, BY GENERAL CONTACTOR SHAPED FOR ROOF SLOPE REFER TO ARCHITECTURAL DRAWINGS ~ LAG SCREW 6" O.C. EACH SIDE CANT STRIP & ROOFING BY G.C. ROOF STRUCTURAL MEMBER, REFER TO STRUCTURAL DWGS. FOR METHOD OF EQUIPMENT ATTACHMENT 8 N ' i ON I .... oo oo "'"' ~ "'"' ii ~~ • mm 2 •• • mm I xx • ~~ j 8 ~ NOTE: SIMILAR FOR IN-LINE TYPE EXHAUST FAN. MAIN RUNNERS. NOTES: GRAVITY VENTILATORS ARE SIMILAR. [' 1----C-E-I-LI_N_G_M_O_U_N-:T:-:E-::-D-::E:-X-H_A_U-:--ST=--FA_N_D-ET_A_IL---r-~S:--:::CA~L=-E --,-,.-7~---C-E-I-LI_N_G_D_IF_F_U_S_E_R_D_E_TA_I_L ____ -r-~S~CA~LE~-4-.:+---S-U_P_P_L_Y_A_IR_F_A_N_U_N_I_T_M_O_U_N_T_IN_G_D_E_T_A_IL---,---:S:::-:::-CA-:--:-LE:::-,r,::,-1-d c~: l--------------------------1...-..!.:N~O:.!..:!Nc.!::E_..L.::,,~I---------------------------L.__J,;N~O~N!.!=E~....i.::.....:::.1---------------------------1...-_!.;N~O:.!..:!Ni.!=E_...i.;:......q ~;c~ ; AIR VELOCITY CONTROL LEVEL _/ V AIR INTAKE FRONT VIEW AIR VELOCITY----"" '--.._ CONTROL LEVEL SIDE VIEW - ~, 7 /16" MOUNTING HOLES F - I"-- 230V/10/60HZ 230V/10/60HZ ~<: =l-l/2" !~i~;Trri~~~C:::EMMED , © CIRCUIT BREAKER~ccj:::::;::r--(E CIRCUIT BREAKER~c:l:::=1::t--(E ~-/ EDGES (SEE SPECIFICATIONS • MOUNTING HOLE FOR SPACING) NO. 12 GAUGE SEISMIC CABLE. © ( © LOCATION "' SECURE TO DIFFUSER & STRUC. INSULATED FLEX DUCT, SEE PLAN "--... ABV. TYP. FOR TWO. LOCATE AT FAN SWITCH 3/8"0 x 4• LONG FOR SIZE OPPOSITE CORNERS OF DIFFUSER W/PILOT LIGHT ( WIRES SHALL BE SLACK. LAG SCREW TYPICAL) PROVIDE SMOOTH RADIUS CONNECTION, 4X6 BLOCKING 2X6 @16" O.C. PROPERLY SUPPORT FLEX DUCT FOR SMOOTI-1 AIR FLOW TO DIFFUSER. FLEX DUCT SHALL NOT EXCEED 6'-0" IN LENGTH DIFFUSER CAN BY -~ CEILING DIFFUSER MANUFACTURER VOLUME DAMPER -EQUALIZING GRID ,----- 1 r I I I :© L ___ ....J © ~ w a: ~5 <(~<(; ~ ~owm~ <1-..J a: 'Ila w w D.. ~ 0 0~ I ADJUSTABLE AIR DIRECTION VANES CEILING (SEE ARCHITECURAL DRAWINGS) ..___ _______ CEILING DIFFUSER WITH FILLER PANEL, SEE PLANS FOR SIZES. POSITIVELY ATTACH DIFFUSER PANEL TO CEILING SUSPENSION MAIN RUNNERS EF 2 INTERLOCK OPERATION OF SF-1 WITH EF-2 -~ <CJ: i -z () " z 1--------------------.-----=-::-~-...,.......+--------------------.-----.,..,,......,,.f-------------------,-;:::::::-:-;-;::--~ 0 <( ~ ~ ~ FLY FAN MOUNTED DETAIL ~g~~E a RETURN AIR REGISTER DETAIL ~g~LE s KITCHEN FAN CONTROL SCHEMATIC ~g~~ 2 a:0 W ~ ~ frl ~-----------------~~-~~----------------~~~~~~-----------------~~~~~ mo8~ ----WEATHERTIGHT DUCT 120V-l-SO 120v_1_60 () w 1• STANDING SEAM L:p LINE VOLTAGE LINE VOLTAGE ------t:=j:=:;::::+J ~ ':.:IJ GREASE TROUGH WIRING WIRING a._ PAINT WITH RUST-~ PREVENTATIVE AFTER FABRICATION 6"X6"X10" GAGE SOLE PLATE -- HEIGHT OF DUCT AS REQUIRED (12" MINIMUM)--..... NOTE: DUCT SUPPORTS SHALL BE SPACED a·-o· o.c. 1-1/2"X1-1/2"X1/4" ANGLE DUCT SUPPORT WELD TO SOLE PLATE & SECURE TO DUCT W/ 1/4" MACHINE BOLTS W/ LOCK WASHERS @ 6" O.C. WOODEN CURB FOR ATTACHMENT TO ~ STRUCTURE REFER TO STRUCT. DETAIL 2/S1.3 _/ "---.Hr-.,. ROOF MOUNTED DUCTWORK DETAIL ANGLE DUCT SUPPORT WOODEN CURB BASE FLASHING ROOFING 9 SECURE UNIT TO CURB W/ #10 X 3/4 SELF TAPPING TEK SCREWS. LOCATE 6" FROM EACH END AND 12" ON CENTER 16 GA. WELDED EXHAUST -----lli DUCT RISER SEE PLAN FOR SIZE. FACTORY FURNISHED PRE-FAS ROOF CURB VENTED W/HINGED BASE (MIN. 24" HIGH) ROOF .---FIRE RATED DUCT WRAP BY THERMAL CERAMICS PER CALIFORNIA STATE FIRE MARSHALL NO. 2440-1361: 100 r-----------, \.__ CEILING I s POC "'-TYPE 1 EXHAUST HOOD L ----------_j PROVIDED BY OTHERS GREASE EXHAUST FAN MOUNTING DETAIL SCALE 6 SEE ELECT. (TYP.) SEE ELECT. (TYP.) s:n © CIRCUIT BREAKER © CIRCUIT BREAKER V.I INTERLOCK W/ LIGHT SWITCH DISCONNECT PLUG FURNISHED W/ FAN NOTE: © WALL MOUNTED "ON-OFF" CONTROL SWITCH DISCONNECT PLUG FURNISHED W/ FAN PROVIDE 230 VOLTAGE FOR UNIT NO. SF-3. CONTROL SCHEMATICS SCALE 3 REVISIONS: DRAWN BY: D.L.G. CHECKED BY: B.J. RECORD DRAWINGS DATE: 8/06/07 M4 SHEET OF RJC#: 0223 XREF: 1. GENERAL NOTES BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS, ELEVATIONS AND CHARACTERISTICS OF ALL UTILITIES AND PIPING, AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR PROBLEMS. 2. EXACT LOCATIONS AND MOUNTING HEIGHTS OF ALL PLUMBING FIXTURES SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS. 3. SEE ARCHITECTURAL DRAWINGS FOR ACCESSIBLE FIXTURE LOCATIONS ANO MOUNTING HEIGHTS. FURNISH ALL EXPOSED HOT WATER AND DRAIN PIPING BELOW ALL LAVATORIES AND SINKS WITH McGUIRE PROWRAP PRE-WRAPPED OFFSET TAILPIECES ANO P-TRAPS. ALL WATER CLOSET FLUSHING LEVERS SHALL BE TO THE WIDE SIDE OF THE STALL. 4. TRAPS FOR ALL LAVATORIES AND SINKS SHALL TRAP STRAIGHT BACK TO WALL WITH ALL REQUIRED OFFSETS HAPPENING WITHIN THE WALL 5. ALL PLUMBING WORK SHALL BE INSTALLED TO AVOID INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING. 6. ALL CLEANOUTS SHALL BE INSTALLED WHERE EASILY ACCESSIBLE. THE CONTRACTOR SHALL COORDINATE ALL CLEANOUT LOCATIONS WITH ALL EQUIPMENT, CABINETS, ETC., AND THE ARCHITECT PRIOR TO ANY INSTALLATION. 7. ALL PLUMBING FIXTURE VENTS SHALL TERMINATE A MINIMUM OF 12 INCHES FROM ANY VERTICAL SURFACE AND 10 FEET FROM ANY OUTSJDE AIR INTAKES. 8. ALL VALVES, UNIONS, ETC. TO BE SAME SIZE AS PIPE UNLESS O"THERWISE INDICATED ON PLANS. 9. UNIONS SHALL BE PROVIDED AND INSTALLED AFTER EACH VALVE AND PRIOR TO ALL EQUIPMENT CONNECTIONS. 10. ALL WORK AND MATERIAL SHALL BE PERFORMED AND INSTALLED IN COMPLIANCE WITH THE FOLLOWING CODES AS ADOPTED AND AMENDED BY THE INSPECTING AUTHORITY. NOTHING IN lliESE DRAWINGS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO lliESE CODES OR OlliERS APPLICABLE TO THIS PROJECT: 2001 Building Standards Administrative Code, Port 1, Title 24 C.C.R. 2001 Collfornio Building Code (CBC), Port 2, Title 24 C.C.R. 2001 California Electrical Code (CEC), Port 3, Title 24 C.C.R. 2001 California Mechanical Code (CMC), Port 4, Title 24 C.C.R. 2001 Colifornio Plumbing Code (CPC), Port 5, Title 24 C.C.R. 2001 California Energy Code, Part 6, Title 24 C.C.R. 2001 Collfornio Fire Code (CFC), Part 9, Title 24 C.C.R., 2001 California Referenced Standards, Port 12, Tttle 24 C.C.R. 1990 Title 19, CCR, Public Safety, State Fire Marshal Regulations 11. BEFORE FABRICATION OR INSTALLATION THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND EQUIPMENT PROVIDED UNDER ANOTHER SECTION OF SPECIFICATIONS. ROUGH-IN LOCATIONS AND REQUIREMENTS SHALL BE COORDINATED IN THE FIELD. 12. 13. 14. 15. 16. 18. 25. 26. 27. 30. ALL WASTE AND VENT PIPING SHALL SLOPE AT 2% UNLESS OTHERWISE INDICATED ON PLANS. ALL VALVES, TRAP PRIMERS, WATER HAMMER ARRESTERS OR O"THER EQUIPMENT SHOWN IN WALLS OR ABOVE NON-ACCESSIBLE CEILINGS SHALL BE INSTALLED BEHIND AN ACCESS PANEL. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL BE CERTIFIED BY "THE CALIFORNIA STATE ENERGY COMMISSION TO COMPLY WITH EFFICIENCY STANDARDS PER SECTION 2-5314(A) OF THE TITLE-24 REGULATIONS. ALL HOT WATER AND TEMPERED PIPING SHALL BE INSULATED. INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 25 AND A SMOKE DENSITY NOT EXCEEDING 50 PER CMC SEC. 1201.1.1.8 SEE SPECIFICATION FOR OTHER REQUIREMENTS. PIPING lliROUGH FIRE RATED WALLS SHALL BE PER U.L. FIRE RESISTANCE SYSTEM NO. WL1001. SEE ARCHITECTURAL PLANS FOR ALL WALL LOCATIONS. ALL PIPING INTO STEM WALLS AND FOOTINGS SHALL BE DOUBLE HALF LAP WRAPPED WITH 1/8" THICK "ARMOFLEX" INSULATION TAPE. THE CONTRACTOR SHALL ALSO PROVIDE BLOCKED OUT AREAS IN STEM WALL AND FOOTING. ALL PIPING SHALL AVOID THE LOWER 8" OF THE FOOTING. ALL PRESSURIZED WATER PIPING BELOW FLOOR SHALL BE TYPE "L" SOFT ANNEALED COPPER 'TUBING WITH NO FITilNGS BELOW SLAB, ALL POINTS OF CONNECTION SHALL BE COORDINATED WITH "THE GENERAL CONTRACTOR PRIOR TO BID. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ALL PAVED AREAS WHICH ARE EXCAVATED AND/OR DAMAGED. BY HIS OPERATIONS. IN ADDITION, THE CONTRACTOR SHALL RESTORE TO THEIR ORIGINAL CONDITION ALL PLANTED AREAS DAMAGED BY HIS OPERATIONS. ALL CUTilNG OF EXISTING PAVINGS, WALKS AND/OR FLOORS SHALL BE BY MACHINE SAW CUTilNG. HOLES FOR PIPES IN CONCRETE WALLS OR FLOORS SHALL BE DONE BY CORE DRIWNG EQUIPMENT. 32. ALL EXTERIOR WATER SHUT OFF VALVES AND/OR SEWER CLEANOUTS BELOW GROUND SHALL BE INSTALLED IN YARD BOXES W/ THE COVERS CONSPICUOUSLY MARKED "WATER" AND "SEWER" RESPECTIVELY. 33. "THE CONTRACTOR SHALL VERIFY THE EXACT DEPJH AND LOCATION OF EXISTING DRAINAGE SYSTEM LATERALS PRIOR TO INSTALLATION OF ANY PIPING. 34. ALL LAVATORIES IN PUBLIC RESTROOMS SHALL BE EQUIPPED WITH: A. OUTLET DEVICES "THAT LIMIT "THE FLOW OF HOT WATER TO A MAXIMUM OF 0.5 GALLONS PER MINUTE. B. DEVICES THAT LIMIT THE OUTLET TEMPERATURE TO 11 O' F. C. D. FIXTURE CONTROLS SHALL OPERA TE WITH FORCE LESS "THAN 5 POUNDS. PROVIDE PUSH-BUTTON FAUCETS NOT REQUIRING TWISTING OF 'THE WRIST OR TIGHT GRASPING. SYMBOL -----:sw----- -----,Gw·----- ------GV------ ----------- -- - ---ECW------ -----rw----- -----110·----- -----140•----- ------EG ------ G ~ ~ ~ ... Ill ,1e -- * n .. s LEGEND ABBREVIATION SOR W SOR W SW GW (E)W V GV CW (E)CW TW lW HW (E)G G GC FCO COYB wco SOV IN YB sov PRV POC ABV AP BEL CFH CLG ON FLR VTR W/ FTR GVTR DESCRIPTION SOIL OR WASTE (ABOVE GRADE) SOIL OR WASTE (BELOW GRADE) SAND WASTE (BELOW GRADE) GREASE WASTE (BELOW GRADE) EXISTING SOIL OR WASTE SANITARY VENT GREASE VENT COLD WATER EXISTING COLD WATER 105' TEMPERED WATER 110• TEMPERED WATER 140" HOT WATER EXISTING NATURAL GAS NATURAL GAS GAS COCK FLOOR CLEANOUT CLEANOUT IN YARDBOX WALL CLEANOUT SHUT-OFF VALVE IN YARD BOX SHUT-OFF VALVE PRESSURE REDUCING VALVE POINT OF CONNECTION ABOVE ACCESS PANEL BELOW CUBIC FEET PER HOUR CEILING DOWN FLOOR VENT THRU ROOF WllH FLUE "THRU ROOF GREASE VENT "THRU ROOF ON mm 00 C?~ ,.,. ,.,. ~~ .... .... .... ... '"' ~~ • • REVISIONS: DRAWN BY: CHECKED BY: RECORD DRAWINGS a lil ' i Ii J 0 " • • • i • " i e Cl) w 5 z ~ w z w (!) Cid 0 z w (!) w ..J SAA IRC DATE: 8/06/07 P1 .0 SHEET OF RJC#: 0223 XREF: F I XTURE SCHEDULE I ' Jl . ROUGH-IN CONNECTIONS ON • ROUGH-IN CONNECTIONS .... 1 Oo 00 i! "" £ DESCRIPTION "" " ITEM FIXTURE a:: a:: I::! DESCRIPTION ITEM FIXTURE a:: ~~ I::! ~~ !i 9 I::! ~ I::! 0. ~ 9 I::! Q.. ~ .. (/) (/) mm ~ <C z <C ~ ~. 8~ O<C ;; ~ !s! 8~ ~~ ~ I!:: I mm .[ :r: 31: • '"' i L~ A.O. SMITH NO. BT-80, GLASS LINED, 75 GALLON ACORN NO. 1680-W-1-HS-SW-FVC, 1.6 GPF WATER SAVER, STORAGE, 75,000 B1U/HR INPUT, RECOVERY = 114 G.P.H. ill WALL MOUNTED, ELONGATED BOWL. 14 GAGE TYPE 304 e ffi WATER 2· STAINLESS STEEL, PLASTIC HINGED SEAT, FLUSH VALVE COVER, WATER AT 60 DEGREES F. RISE, 4" TYPE 'B' FLUE, APPROXIMATE 1-1/2" --4• INT. WALL SLEEVE COMPLETE WITH SLOAN ROYAL OPTIMA NO. 153-1.6 CLOSET 1· 1" ------OPERATING WEIGHT = 920 LBS., COMPLETE WITH RED ES-S SENSOR OPERATED FLUSH VALVE. 24 VAC, 50 VA, PROVIDE HEATER BRASS NIPPLES. MUST HAVE ASHRAE 90.18-1992 STICKER WITH MOUNTING HARDWARE. OR OTHERWISE COMPLY WITH TITLE 24 REQUIREMENTS. (120 VOLT ELECTRONIC IGNl110N} ACORN NO. 1680-W-1-ADA-HS-SW-FVC, 1.6 GPF WATER SAVER ..; . WALL MOUNTED ADA HEIGHT, ELONGATED BOWL, 14 GAGE TYPE I-"' ffi I-" WATER 304 STAINLESS STEEL. PLASTIC HINGED SEAT, FLUSH VALVE w< A.O. SMITH NO. BT-65, GLASS LINED, 50 GALLON CLOSET 1-1/2" 4• INT. 2· ,..w --COVER, WALL SLEEVE COMPLETE WITH SLOAN ROYAL OPTIMA NO. .. .. STORAGE, 50,000 B1U/HR INPUT, RECOVERY = 81 G.P.H. (ADA) ~1-m ffi 153-1.6 ES-S SENSOR OPERATED FLUSH VALVE. PROVIDE WITH < "'" AT 60 DEGREES F. RISE, 4" TYPE 'B' FLUE, APPROXIMATE ~o,. WATER MOUNTING HARDWARE. (SEAT HEIGHT SHALL BE BETWEEN 17-19") gLN 3/4" 3/4" ------OPERA TING WEIGHT = 582 LBS., COMPLETE WITH RED o3m HEATER BRASS NIPPLES. MUST HAVE ASHRAE 90.18-1992 STICKER A/S NO. 2257.103 "AFWALL", AQUAMETER SIPHON JET, WALL mW< NZU OR OTHERWISE COMPLY WITH TITLE 24 REQUIREMENTS. ffi WATER HUNG, ELONGATED BOWL. WATER SAVER. COMPLETE WITH ~ (120 VOLT ELECTRONIC IGNl110N) CLOSET 1-1/2" --4• INT. 2· SLOAN ROYAL NO. 111-1.5-YBYC FLUSH VALVE, OLSONITE (ADA) NO. 95-CC-SS SEAT AND ZURN NO. 1200 SERIES CARRIER. A.O. SMITH NO. DEL-10, GLASS LINED, 10 GALLON (MOUNTED AT ACCESSIBLE HEIGHT 17"-19" TO SEAT). ffi STORAGE, RECOVERY = 18 G.P.H. AT 60 DEGREES F. RISE, ACORN NO. 1707-W-1-FVC-SW, WATER SAVER, WALL MOUNTED, WATER 2.5 K. W. ELEMENT, 208 VOLT, 60 CYCLE, 1 PHASE, J-BOX. ffi ELONGATED RIM, 14 GAGE STAINLESS STEEL. COMPLETE 3/4" 3/4" ------APPROXIMATE OPERATING WEIGHT= 140 LBS., COMPLETE WITH SLOAN ROYAL OPTIMA MODEL 195-1.0 ES-S SENSOR </'~\IE•~·~ HEATER WITH RED BRASS NIPPLES. MUST HA VE ASHRAE URINAL 1-1/4" --2· INT. 1-1/2" OPERATED FLUSH VALVE. 24 VAC, 50 VA, PROVIDE WITH 1a. ~ 90.18-1992 STICKER OR OTHERWISE COMPLY WITH TITI.E APPROVED WALL HANGER. (SEE ARCH. DWGS. FOR EXACT 'j', .._.,,~-~ J: ~ 'a-24 REQUIREMENTS. MOUN11NG HEIGHT AND LOCA 110N) -i ij ~~ /ET\ EXPANSION WATTS NO. OET-12, SUSPENDED, 4.8 GALLON, DIAPHRAM ffi URlNAL SAME AS UR-1 EXCEPT MOUNTED AT ACCESSIBLE HEIGHT ~ Ez -~!l;: 3/4" 2· 1-1/2" <> --------TYPE, PRE-PRESSURIZED WITH WELDED EXTERIOR, BUTYL 1-1/4" --INT. \..U TANK (ADA) SEE ARCH. PLANS FOR LOCATION. (17" MAXIMUM TO LIP) " DIAPHRAM AND EPOXY COATED EXTERIOR. ., ffi EXPANSION 3/4" WATTS NO. OET-5, SUSPENDED, 2 GALLON, DIAPHRAM ACORN IJ 1652-1-9-SW, WALL MOUNTED, 14 GA. TYPE 304 --------TYPE, PRE-PRESSURIZED WITH WELDED EXTERIOR, BUTYL STAINLESS STEEL, (3) HOLE PUNCHED, W/ CHICAGO NO. 802A-TANK ffi DIAPHRAM AND EPOXY COAlED EXTERIOR. LAVATORY 1/2" 1/2" 2· 1-1/2" 1-1/2" 665-E12, PUSH BUTTON, SELF CLOSING FAUCET, McGUIRE NO. PW 155WC GRID DRAIN, McGUIRE NO. PW2150 WC LA. PATTERN ffi WATTS SERIES MMV THERMOSTATIC MIXING VALVE ASSEMBLY, (TW) P-TRAP, CHICAGO IJ 1006 LOOSE KEY STOP W/ RIGID SUPPLIES. C:·-. MIXING 3/4" 3/4" 3/4" INLETS AND OUTLET, COMPLETE WITH WALL MOUNTING (SEE ARCH. DWGS. FOR MOUNTING HEIGHT AND LOCATIONS) i~ ~'l'-! ~ ------VALVE BRACKET, GATE VALVE, TEMPERATURE CONTROLS AND A/S NO. 0355.012 "LUCERNE", 20" X 18", WALL HUNG. = • CHECK STOPS. ffi ~;= IDc.i '° "' COMPLETE W/ CHICAGO NO. 2200-4E2805CP FITTING, ZURN a, ... ~ "' 1/2" 1/2" 2· 1-1/2" 1-1/2" ~ ... JENSEN NO 1500EE, TWO COMPARTMENT PRE-CAST LAVATORY NO. Z-1251 CARRIER WITH STEEL PLATE, CHICAGO NO. 1006 o< ,._,-. .0 ... " ffi CONCRETE GREASE INTERCEPTOR WITH SAMPLE BOX. 1,500 LOOSE KEY STOPS WITH RIGID SUPPLIES, McGUIRE NO. .., G :;;o "9: Ii , . GREASE GALLON CAPACITY. COMPLETE WITH MANHOLES WITH PW155WC DRAIN AND McGUIRE NO. VPW8090NCO P-TRAP. = • :ce Ee: i --4• 3• CONCRETE MANHOLE AND SAMPLE BOX EXTENSIONS TO .. -··-::, ----II)_! i z INTERCEPTOR GRADE AS REQUIRED AND GAS 11GHT GALVANIZED STEEL A/S NO. 0355.012 "LUCERNE", 20" X 18", WALL HUNG. ~~: P<alix~ TRAFFIC WEIGHT COVERS. (ENTIRE INSTALLA110N SHALL COMPLETE WITH CHICAGO NO. 857E12-665PSHCP FITTJNG, C') C J: a, ffi .... Q).( 11.U. "'") CONFORM TO THE MANUFAC1URERS RECOMMENDATIONS) ZURN NO. Z-1251 CARRIER WITH STEEL PLATE, CHICAGO • LAVATORY 1/2" --2· 1-1/2" 1-1/2" NO. 1006 LOOSE KEY STOP WITH RIGID SUPPLY, McGUIRE • ~ JENSEN NO. 250EE, TWO COMPARTMENT PRE-CAST NO. PW155WC DRAIN AND McGUIRE NO. VPW8090NCO ffi SAND CONCRETE SAND-OIL INTERCEPTOR, 250 GALLON CAPACITY. P-TRAP. ----4" ----COMPLETE WITH MANHOLES WITH CONCRETE MANHOLES AND INTERCEPTOR EXTENSIONS TO GRADE AS REQUIRED AND GAS TIGHT GALVANIZED JUST NO. SL-ADA-1921-A-GR, 3 HOLE PUNCHED, SINGLE STEEL TRAFFIC WEIGHT COVERS. (EN11RE INSTALLATION SHALL ffi COMPARTMENT, 18 GAUGE-TYPE 304 STAINLESS STEEL, CONFORM TO THE MANUFACTURERS RECOMMENDATIONS) SINK 1/2" 1/2" 2· 1-112· 1-1/2" SELF-RIMMING, 19" X 21" X 5" DEEP. COMPLETE ~ WITH CHICAGO NO. 2300-8-VPP FITTING, CHICAGO NO. 1006 ffi MIFAB MODEL MI-SOLID-M-SS-SSM, 11" x 11" SIZE, SOLIDS LOOSE KEY STOPS WITH RIGID SUPPLIES, McGUIRE NO. SANO 3• INTERCEPTOR, STAINLESS STEEL INTERCEPTOR BODY WITH PW1152WC DRAIN ANO McGUIRE NO. VPW8090NCO P-TRAP. --------INTERCEPTOR STAINLESS STEEL MESH SCREEN FOR BUCKET, COMPLETE ACORN IJ 947-E506-FS-GG-P-YY, PYLON SHOWER, 14 GA. WITH RECTANGULAR GASKETED STAINLESS STEEL COVER. w ffi COLUMN TYPE 304 STAINLESS STEEL, {4) STATIONS AT 72" INCLUDING w HAWS NO. 3150, PEDESTAL, ADA COMPLIANT, VANDAL-1· --------~ WITH ADA SHOWER HEAD AT +48" AND (1) WITH FOOT aJ o _J ffi SHOWER OWER AT +18" (El HEADS TOTAL), METER-MATIC SINGLE a: ::> DRINKING RESISTANT, VIBRA-CAST-REINFORCED CONCRETE WITH TEMPERA1URE VALVES, UNIT SHUTOFF VALVE AND PENAL 3/4" --2" 3• 2· EXPOSED AGGREGATE FINISH, COMPLETE WITH STRAINER, HEADS WITH LOCKABLE UNIVERSAL BALL JOINTS. <( ; 0 FOUNTAIN CHICAGO NO. 45-LK LOOSE KEY STOP AND 1 /2-UNC w CONCRETE ANCHORS. ® ACORN IJ 412-BF-W-GX-QD-Y, APEX TYPE 1 SHOWER, WALL ::? > <( -:::c MOUNTED, 14 GA. TYPE 304 STAINLESS STEEL. BARRIER FREE, OIH :f SHOWER 1/2" 1/2" 3• 2· 2· COMPLETE WITH FLO-CLOZ, SINGLE TEMPERATURE VALVE, <..) WATTS NO. N223SB, 2½" SIZE, BRONZE BODY CONSTRUCTION, CHECK STOPS, QUICK DISCONNECT UNIVERSAL BALL JOINT ..J a: 'II: Cl) (P~V) PRESSURE RENEWABLE STAINLESS STEEL SEAT, WATER TIGHT SEALED ~ REDUCING 2½" --------SPRING CAGE ASSEMBLY, COMPLETE WITH LARGE STAINLESS HEAD, TEAKWOOD FOLDING SEAT AND GRAB BAR. w (L ,....~,.. w VALVE STEEL PERFORATED STRAINER SCREEN, WITH BUILT-IN ill HOSE ACORN NO. 8121, WALL MOUNTED WITH VACUUM BREAKER 0 ::e ) 0:: BYPASS FEATURE. BIBB 3/4" --------AND LOOSE KEY HANDLE ::> -~ . WATTS NO. 223SB, 2" SIZE, BRONZE BODY CONSTRUCTION, (f1 <( J:~ ! (P:V) PRESSURE RENEWABLE STAINLESS STEEL SEAT, WATER TIGHT SEALED RECESSED ACORN NO. 8151, RECESSED, STAINLESS STEEL. WALL MOUNTED -REDUCING 2· --------SPRING CAGE ASSEMBLY, COMPLETE WITH LARGE STAINLESS HOSE BIBB 3/4" --------BOX WITH VACUUM BREAKER, LOOSE KEY AND LOCKING DOOR. z ~~ LL VALVE STEEL PERFORATED STRAINER SCREEN, WITH BUILT-IN . 0 I-I BYPASS FEATURE. (R:B) ~ C) RECESSED ACORN NO. 8156, RECESSED, STAINLESS STEEL, WALL MOUNTED a: z HOSE BIBB 3/4" 3/4" ------BOX WITH VACUUM BREAKER, LOOSE KEY AND LOCKING DOOR. w~ I-WATTS NO. 223SB, 1½" SIZE, BRONZE BODY CONSTRUCTION, z -0 8 al (P;V) PRESSURE RENEWABLE STAINLESS STEEL SEAT, WATER TIGHT SEALED mo :E REDUCING 1½" --------SPRING CAGE ASSEMBLY, COMPLETE WITH LARGE STAINLESS ffi JOSAM SERIES 54200-50-10, TYPE 304 CAST STAINLESS STEEL 0 VALVE STEEL PERFORATED STRAINER SCREEN, WITH BUILT-IN FLOOR 1/2" 2· 2" 1-1/2" FLOOR DRAIN, COMPLETE W/ ROUND STAINLESS STEEL STRAINER, w ::> --BYPASS FEATURE. DRAIN T.P. FLASHING COLLAR, SECURED GRATE AND TRAP PRIMER _J CONNECTION. ~ ll. ffi FLOOR JOSAM SERIES 54200-10, TYPE 304 CAST STAINLESS STEEL ----2" 2" 1-1/2" FLOOR DRAIN, COMPLETE W/ ROUND STAINLESS STEEL STRAINER, b5 DRAIN FLASHING COLLAR AND SECURED GRATE. ffi JOSAM SERIES 54200-50-10-R, TYPE 304 CAST STAINLESS FLOOR 1/2" 3• 3• 1-1/2" STEEL FLOOR DRAIN, COMPLETE W/ 9 x 5 STAINLESS STEEL DRAIN --STRAINER, FLASHING COLLAR, SECURED GRATE AND TRAP PRIMER T.P. CONNECTION. REVISIONS: ffi JOSAM SERIES 52030-3-10-50, TYPE 304 CAST STAINLESS FLOOR 1/2" 2· 2· 1-1/2" STEEL FLOOR SINK, COMPLETE W/ 12 x 12 SQUARE STAINLESS --STEEL 1/2 GRATE, FLASHING COLLAR, SECURED GRATE AND SINK T.P. TRAP PRIMER CONNEC110N. ffi TRAP MIFAB M2-500 TRAP SEAL PRIMER, WITH ½" TYPE "L" 1/2" . --COPPER PIPE TO RECEPTOR. INSTALL PER MANUFAClURER'S ------DRAWN BY: SAA PRIMER INSTRUCllONS, BEHIND ACCESS PANEL CHECKED BY: SAA (~A) WAlER MIFAB WATER HAMMER ARRESTOR NO. MWH-A OR MWH-B HAMMER ----------SIZE AND INSTALLPER MANUFACTURER'S INSTRUC110NS RECORD . BEHIND ACCESS PANEL. ARRESTOR DRAWINGS DATE: 8/06/07 P1 .1 SHEET OF RJCf: 0223 XREF: - I PLUMBING SITE PLAN i I ! I ,. LIFEGUASRIDO~S BUILDING\ CONCES / ~ , / RESTROOM BUILDING I SCALE: Ja• • f-0" 1 CONSTRUCTION NOTES CONTINUATION L DRAWINGS FOR CD SEE CM ,\I.VE IN YARDBOX FOR r,;,, 1 ·cw SHUTO~ \& COLUMN SHO . NORTH @ 0 25' 50' 100' REVISIONS: AWN BY: SAA CHECKED BY: SAA RECORD DRAWINGS DATE: 8/06/07 P2a0 SHEET RJC#: XREF: OF 0223 @ EE ETA! PLUMBING I I 1ST FLOOR PLAN GAS SERVICE TO METER~ BY GAS COMPANY. GAS METER ABOVE -- GRADE AGAINST WALL BY GAS COMPANY. THE I CONTRACTOR SHALL POC 0 TO METER COMPLETE I WITH GAS COCK LABELED "MAIN GAS SHUTOFF". 2· RENTALS/ () STOR. ~__./ ,I I -r G 3/4" / - 1½" ~ ~/ ' \ I \ \ I \ \ \ \ \ "I 2·cw (i) 3"GV 'f ~ TIDEPOOLS / STOR. // 3"GVTR'{ / 3/4" STOR. -~ 140' 3/4" 1· ® / / / / 1½" / FCO / I.E,=-1,5Q' / / 1½" FCO , l,E,=-l.~ \) 3/4" , 3" \ \ FIRST AID PATIO \ ' @+18 \\ \ \) '----.._ / 4-W I.E.= 2,00~ MARINE LIFE REFUGE SUPERVISOR ½" 2" SLOPE 2% GW CONCESSIONS 4~ El~, FLR, -QQ.QQ' lit ILi ll. g fJ) lt&:1==-l sZQ' 1½" G 2· UP SHOWER- 4-WCO 1,E,=-l ~QQ' FIRST AID/ 3/4" OFFICE 3'"GW I.E-=-2.35' ~ V _,// \ ~ \ 4• "' n. g \ \ 3/ 4 3"VTR I ~ I 2" 1.E:,=-2,QQ' I ½" ~ 2· ,--GW ' 3"GW ' '-FCO 0 ~ @ EE DEt 3/4" 3" \ SLOPE 2% 3/4" 1½" 2" --_"""i __ 110' 0 LIFEGUARD STORAGE _.,,,/ / \ \ I I \ \\ I \ 3• COTG l,E =-l.lQ' 3• I- I -I I I I I I II I ' I I ~ -!J NORTH @ SCALE: ¼• • f-0-1 CONSTRUCTION NOTES CD SEE CIVIL DRAWINGS FOR CONTINUATION @ CONTACTORS POC TO GAS METER COMPLETE WITH GAS COCK (653 CfH). @ 2"CW SHUTOFF VALVE AND PRESSURE REDUCING VALVE IN YARDBOX. © SPARE @ 3/4" GAS (75 CFH) DOWN TO WATER HEATER WITH GAS COCK. @ 1½" GAS (528 CFH), 1• COLD WATER AND 1• HOT WATER CAPPED AT CEILING FOR FUTURE. (V 2-W ON., 1½"V UP, 3/4"CW AND 3/4"HW CAPPED AT WALL FOR FUTURE POT SINK. @ 2-W, 112·cw AND 1 /2"HW CAPPED AT WALL tOR FUTURE t-lAND SINK. @ 1 ½ ·cw DOWN TO FULL SIZE HEADER IN WALL. @) 2-W DOWN, 1½" VENT UP, 1/2" C &: HW. @ 2-W DOWN, 1½" VENT UP, 3/4" C &: HW. @ 3/4" GAS (50 CFH) DOWN TO WATER HEATER WITH GAS COCK. g N ' .!! CN ,; ~~ I co Cc .. '"" "'"' ~~ !i ~~ = qq t ~~ "'~ • ~~ I e REVISIONS: DRAWN BY: SAA CHECKED BY: SAA RECORD DRAWINGS DATE: 8/06/07 SHEET OF RJC#: 0223 XREF: I "" 0 a ~ ~ ~ ~ •• .Mt' I -Ii q -.... X~U) :::0 c.. :c fT1 (") IT1 ::i . . ~ 0 ~ -0 r:i co I\.) ......... 0 I loo 1 •I\.) ~ N-., 0 ~ '--1 :z ~ 0 :::0 ~R =!:O -:::0 Zo G) (/) II ii ;uor- II 8 m :;; cnm iii: m G'> II ~c: ==-~~=~=·-==~;;;;:::::: ~~----C;;c~:C---/7 • "~-- / ----------------------------// ~ • ~ -c:c--------\ --/ / \~ / -l_J \ A / \ / ~~' \ ./ I'', 7\ \ 0 ~ I i 0 "'[J m z ~I I I I I I I I I \ I /'. I l • ,IL -.c:J I .__ -/ --- l I n ~ ~I "' ~ ) ~ t\ ►► -I ::lD _o 0 z ,_ ~ j ¼L rr__.,. I I / /v /: (") 0 :c :::0 R~ ;,;:z fT1 Cl CO tt:J :1 :1 I (I) (I) )> )> )> )> L "'~ ~/ h °" r-1 L_J _D _Q_ ~ ) I ~ -fr11rrr1r ,, .. . "~----- :::0 ~ !!l 0 z (/) CORONA DEL MAR STA TE BEACH IMPROVEMENTS CITY OF NEWPORT BEACH CONTRACT #3461 PLAN # P-5189-S PLUMBING -SECOND FLOOR AND ROOF PLAN _.D_ ~-, 1' -7\ { I ), I I ,IL_~! --- ~ _/ /1/ /// C) ~y-~ ~ ,--FT~ c F.T. A.ndrews,lnc. \,. 0 3 •• •11 111.11 11 enot• 831 S. Harbor Blvd. Anaheim, CA 92805 Phone• 1714) 772-9193 Fax, (714) 772-6789 Job Number, 23-146 /' i 0 ~ y y V ~--~ ~()ftss,~ ,:P <~~ CRAN.rt, &~ t; ,.,_-., <?,,; -~ RollBINs}ORGBNSBN ~.~ ...... ~ No 1j,IO! 1" ~ • tor cAt\\':S , ~ 2800 LAFAYETTE, NEWPORT BEACH, CA 92663 PH. 949.566.00BC FX. 949.566.0082 0 Robbkts ,lofgensen Christopher, Inc. -~ (lYP FOR 4 (1YP FOR 2 ~4J (1YP FOR 2 WC 2 I I QI j I I FIN, FLR, = 00.00' 3'\ITR wdMEN'S RE TROOM -\ I I MEN'S RESTROO \ 3/4"CW DOWN TO BELOW GRD. \ MAINT. \ STORAGE/ • \ PLUMBING 4" COTG CHASE If= 1 65' • ARST FLOOR ENLARGED TOLET ROOM PLAN • 4• 0 \j_ ...... 4• 2¼"CW 2¼"CW r WO EN'S RES OOM '~-- \ \ . l I 1 ~-Fl_N_._ELB_._=_o_o_.o_o_·---.;1~ 3/4" OF SEE W '-f-"'1~DETAIL~ 3" COTG I E == 1 50' NORTH @ SCA1 E= 1· -1·-0· 2 CONSTRUCTION NOTES G) 2" COLO WATER DOWN TO FULL SIZE HEADER WITH STRAINER AND SHUTOFF VALVE IN CHASE. @ 3" VENT THRU ROOF. @ 3/4" TEMPEREO WATER (105") DOWN TO FULL SIZE HEADER. @ 2" STRAINER ANO SHUTOFF VALVE IN 2" COLD WATER HEADER. @ 2¼" COLD WATER UP FROM BELOW GRADE WITH SHUTOFF @ +18"; 2¼" COLD WATER UP TO ABOVE. @ 4" VENT UP THRU ROOF. (z) 1 ½(CW SHUTOFF VALVE AND PRESSURE REOUCING VALVE IN VAULT . @ FOR CONTINUATION, SEE SHEET P2.0. @ 2J/i"CW SHUTOFF VALVE AND PRESSURE REDUCING VALVE IN VAULT. I I \ STRAINER\ I ® PAAKNG 80011-1 FLOOR PLAN 0 STOR. • FRONT OFFICE 0 WORK ROOM .o 1¼" NORTH @ SCALE= 1" • f-0' 1 C:--. " . ; : ~ ~ C • ~ : .... ...: . • • ~ ~ w QN we OQ oo .... .. .. ~~ mm •• mm ~~ ~~ a: ::Eu <( ~<( ::E O ~ ....I a: w 0... 0 ::E - <( :r: ~~~ a: w§ Om 0~ ~ Cl) REVISIONS: i ' i f 0 ~ I • ! 0 J: b 0 CD (!) Cl) ~ ' a.. l8 «s ,... "' d.. ~ 'It z 0::: ::5 I-0.. ..J -0 ,... I- U) 0::: ~ ..J I-LL ~ I- !z en 8 ..... (!) z -CD ~ ::> ..J a.. DRAWN BY: SAA CHECKED BY: SAA RECORD DRAWINGS DATE: 8/06/07 P3.1 SHEET OF RJC#: 0223 XREF: ACCESS PLATE SCREWDRIVER STOP 1/2-13 UNC ANCHORS CONCRETE SLAB • • • " •. • INCREASER 3" P-TRAP _____ ,,, BELOW GRADE 0 • • • STRAINER {SUPPLIED) ' ' • 2"W BEL GRADE REDUCER SIDE ELEVATION 1-1/2" IPS WASTE • 1/2" NPT SUPPLY 'II- 3'x 3'x 3' I"') • r---CONC. BASE N 3/4" SUPPLY. SEE PLANS 34¼" 2· 17" 0 ~ • 0 ACCESS 'II- PLATES FINISHED GRADE ' . • ., • . ' A • .. -' . • d . ' ' ' •· • • • ·• • A FRONT ELEVATION PEDESTAL DRINKING FOUNTAIN DETAIL SCALE NONE liQIE.. @ INDICATES ITEMS PROVIDED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. H'N SUPPLY _______ '----,,---,-..,....--,,,.._._,~------1/2" CW SUPPLY J-BOX &:-~ CONDUIT@ -------ANGLE STOP, (TYP.) INSTANTANEOUS WATER HEATER DETAIL SCALE NONE SEE ARCH. PLANS FOR ROOF TYPE t-11 II 18" METAL BESTOS TYPE 'B'·----~ FLUE WITH DOUBLE WALL ~----FLASHING JACK ROOF FLUE THRU ROOF DETAIL SCALE NONE NOJE ; WAJER HEAJER HEIGHT -2'-3" HOLDRITE NO. FS-50~::----WA TER HEA lER RESTRAINT CALIFORNIA DIVISION OF STATE ARCHITECT APPROVAL NO. 97-010 (~H) . . . ·. 4 . ' ....... • .. ·. .. ~ ~ . . . ... . , .,. A : . . . . ... " HOT &: COLD WATER SUPPLIES (SEE PLANS FOR SIZE AND LOCATION} SPILL 3/4" PTRV THRU EXTERIOR WALL TO GRADE o+6". SHUTOFF VALVE (TYP) UNION (TYP) SMITTY PAN 1/2"11 x 2¼" LONG REDHEAD SEISMIC STRAP ANCHORAGE. HOLDRITE STRAP __.-CMU WALL WATER HEATER DETAIL SCALE NONE A INSTA.11 ADON NOTE$; 1. MOUNT CHANNELS ON BLOCKING AS SHOWN BELOW, 2. INSTAll UPPER RESTRAINT 1 /3 DOWN FROM 'TOP OF WATER HEATER ANO LOVl£R RESTRAINT 4" ABOVE THE 'TOP OF CONlROLS. 3. INSTAll WATER HEA1ER TIGHT TO CHANNEL AND GUSSET ASSEMBLIES. s.o.v .. T'l'P. ~-1•x4• WOOD BLOCK 1/4";& x 3" LONG LAG SCREW. 2 PER STRAP ANCHORAGE. CHANNEL 3/8" CARRIAGE NUT & BOLT WllH WASHER GUSSET 4"x e;• BLOCK W/ A34, TOP & BOTTOM O EACH END 3 la SHEET METAL SCREWS AT"METAL STUD (T'l'P.) ~--3 f10 WOOD SCREWS SPACEMAKER NO. E-100 WAlER HEA1ER RESTRAINTS CALIFORNIA DIVISION OF STATE ARCHITECT APPROVAL NO. 93-002 WATER HEATER DETAIL TYPE 'B' FLUEW 1HRU ROOF ~ UNION (TYPICAL) • LONG DRIP LEG SMITIY PAN SCALE NONE ON .... Oo oo .. .... .... ~~ .. ~ .. "" .... %>< ~~ .,; -:i '"u i;;< ,.~ <'" ~--M <"''" ~o,. gO.N o3"' .. ~< NZU ~ C :·• . .. . .; Q ; : ... Q " . : ~ .... • • ~ ~ z w a:~ <{ ~~ ~OlH _J a: w 0... 0~ - <{ :c ~ ~~ a: w § Om ()~ <( tn REVISIONS: ; ~ ;f 'Ila ~ 0. ~ i ~ I-z 0 (.) M " ii ' ~ { ~ " 0 I I • I e CJ) ....I ~ w 0 C!) z -OJ ::;E :::) ....I a. DRAWN BY: SAA CHECKED BY: SAA RECORD DRAWINGS DATE: 8/06/07 P4.0 SHEET OF RJC#: 0223 XREF: TYPE A Al 8 Bl C D E El LIGHTING FIXTURE SCHEDULE CONTR. I.AMP DESCRIPTION MANUFACTURER/ SYMBOLS FURN. CATALOG NO. SURFACE/CEILING MOUNTED 5.25" x 49"l. FLUORESCENT FIXTURE, WITH • (2) 32W T-8 FL. 360 LIGHTING I I 3500-K 2 LAMP ELECTRONIC BALLASTS. MARINE GRADE HOUSING, SALT SPRAY f,DVSA-54-P/16-232-0 FINISH, WE! LOCATION APPROVED. 1-120-G-Fl TOTAL WATTS = 64 W • ~2) 32W T-8 Fl. SAME PS TYPE "A", EXCEPT WITH SELF CONTAIN 90 MINUTE BATTERY 360 LIGHTING I 0 I SOO'K BACK-UP -(SEE WIRING DIAGRAM BELOW THIS SHEET) t,DVSA-54-P(16-232-1-120-G-F -EM Al TOTAL WATTS = 64 W (2) 32W T-8 Fl. WALL OR CEILING MOUNTED + 5.25" x 5" x 49"1. FLUORESCENT RXTURE. 360 LIGHTING E3 E-3 • 3500'K WITH 2 LAMP ELECTRONIC BAUASTS. MARINE GRADE HOUSING, SALT SPRAY '10VWA-54-P'(16-232- flNISH, WET LOCATION APPROVED. 1-120-G-F TOTAL WATTS -64 W • (2) 32W T-8 FL SAME AS TYPE "13" EXCEPT WTTH SELF CONTAIN 90 MINUTE EMERGENCY 360 LIGHTING E-<E--3 3500'K BATTERY SACK-UP -(SEE WIRING DIAGRAM BELOW THIS SHEET) fiDVWA-54-P(.16·-232- 1-120-G-F -EM Bl TOTAL WATTS = 64 W • 400W MH ADJUSTABLE HID ROUND BACK FIXTURE, WITH ALUMINUM HOUSING GE 1/V_LUF 40 MH 0 PULSE STAR PAINTED FINISH. POLYCARBONATE SHiELD I.ENS, WHITE STEEL BRACK[[. A 1 7X6 DB P 'b (NO EQUAL) C TOTAL WATTS = 450 W • (3) 32W T-8 FL RECESSED MOUNTED 2'x 4' FLUORESCENT FIXTURE, 3 LAMP, MASTER/SLAVE 360 LIGHTING 8 3500'K TANDEM WIRE, (2) ELECTRONIC BALLASTS. MARINE GRADE HOUSING, WLGA24-P-332-11C- SALT SPRAY FINISH WET LOCATION APPROVED. SEE LIGHTING SCHEDULE 120-C NOTE 2. • 70W MH • SOW MH TOTAL WATTS = 96 W RECESSED MOUNTED ROUND HID FlXTURE, 11" DIAMETER, ALUMINUM HOUSING, FULLY G,\SKillD, CLEA.R POLYCARBONATE HIGH IMPACT DIFFUSER. WET LOCATION APPROVED. TOTAL WATTS = 70 W RECESSED MOUNTED ROUND HID FIXTURE, 11" DIAMETER, ALUMINUM HOUSING, FULLY GASKillD, CLEAR POLYCARBONATE HIGH IMPACT DIFFUSER. WET LOCATION APPROVED. TOTAL WATTS = 70 W LIGHTING FIXTURE SCHEDULE NOTES LSI VPR11-7DMH-120-TORX LSI VPR11-50MH-120-TORX 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING RECESSED LUMINAIRES WITH THE CEILINGS INTO WHICH THEY ARE TO SE INSTALLED, REGARDLESS OF THE MANUFACTURERS' PRODUCT NUMBERS SPECIFlED AND ORDERED SY THE OWNER. 2. LUMINAIRES AND CONNECTIONS TO BUILDING CONSTRUCTION MUST CONFORM TO APPLICABLE SEISMIC CODES. PROVIDE ALL SEISMIC HANGER WIRES AND SCREW PER LOCAL AUTHORITY HAVING JURISDICTION. 3. VERIFY ALL TYPE AND LOCATE All CEILING LIGHTING FlXTURES FROM ARCHITECTURAL RffiECTEO CEILING PLANS. 4. CONTRACTOR SHALL PROVIDE ALL MOUNTING HARDWARE AS REQUIRED ANO AS NECESSARY TO INSURE PROPER INSTAlLATION OF EACH LIGHT FIXTURE PS TO THEIR RESPECTIVE CEILING CONDmON. Q Q El 5. PRIOR TO ORDERING AND SHIPMENT OF FIXTURE CONTRACTOR SHALL COORDINATE AND VERIFY EXACT VOLTAGE WITH ELECTRICAL AND QUANTTY REQUIRED FOR INSTALLATION AT SITE. NEUTRAL-WHITE ------------.....---r--------1 I NORMAL HITT -BlACK --,--..___ -BlACK----::.-BlACK:----1 LIGHTING BALLAST l_~---E-M_E_R-GE_N_C_Y __ ~ LIGHTING BALLAST WALL SWITCH TEST SWITCH '----RED-~----,,"LACK- OR '----------~ ORANGE EMERGENCY LIGHTING WIRING DIAGRAM FOR LIGHT FIXTURES (W/BA TTERY BACK-UP) INSTALLATION NOT TO SCALE ELECTRICAL SHEET INDEX SHEET NO. SHEET TITLE REMARKS E-0.1 SYMBOLS, NOTES, SCHEDULES AND FORMS E-0.2 SINGLE LINE DIAGRAM AND DETAILS E-0.3 ffiLE 24 ENERGY FORMS E-1.1 Slf£ ELECTRICAL PLAN E-1.2 SITE ELECTRICAL PLAN (BOOTH) E-2.1 LIFEGUARD/CONCESSION BLD'G. -EI.ECT. PLAN E-2.2 LIFEGUARD/CONCESSION 'BLD'G. -ELECT. PLAN E-2.3 RESTROOM BUILDING # 1 AND #2 ELECTRICAL PLAN 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. GENERAL NOTES UNLESS OTHERWISE N01Ell, MINIMUM WIRE SIZE FOR LINE VOLTAGE WIRING SHALL BE #12, 90" THHN COPPER TINNED FOR BRANCH CIRCUITRY. All CONDUITS FILL FACTOR SHALL MEET TABLE 3A OF THE NEC. ALL WORK SHALL COMPLY WITH THE 2001 EDmON OF THE STATE OF WYOMING BUILDING CODES, NATIONAi. ELECTRICAL CODE "NEC" AND OTHER CITY OF NEWPORT BEACH GOVERNING AUTHORITIES. A. ALL ELECTRICAL INSTALLATION SHALL COMPLY WITH ALL AMENDMENTS OF THE CITY OF NEWPORT BEACH, N.E.C 2001 EDITION. B. ALL NEW ELECTRICAL INSTALLATION SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND STATE CODE SEISMIC REQUIREMENTS. SUBSCRIPTS a, b, c, ETC. AT SWITCH SYMBOLS ARE TO DISTINGUISH BElWEEN SWITCHES. ALL SYMBOLS SHOWN ON SYMBOL UST ARE NOT NECESSARILY USED ON THIS PROJECT. EVERY WALL MOUNTED OUTl.£7' HEIGHT AND LOCATION SHALL SE VERIFIED WITH THE ARCHITECTURAL DRAWINGS AND THE INTERIOR DRAWING TO ENSURE THE PROPER HEIGHT AND LOCATION WITH RESPECT TO CABINETS, EQUIPMENT, MIRRORS, TACK BOARDS, E!C. COORDINATE WITH THE OTHER TRADES, IN ADVANCE OF CONSTRUCTION, THE CEILING AREA IN WHICH RECESSED LIGHTING FIXTURES OCCUR. THIS SHALL INCLUDE PLUMBING, HEATING AND VENTILATING, AIR CONDITIONING AND CARPENTRY. IN THE [vENT OF ANY CONFLICT, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. ALL WORK/MATERIALS SHOWN ON PLANS SHALL BE NEW AND SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR UNLESS OTHERWISE INDICATED. CUT AND PATCH TO MATCH ALL CONSTRUCTION IS REQUIRED FOR THE PROPER INSTALLATION OF NEW ELECTRICAL WORK. ALL PATCHING SHALL BE OF THE SAME MATERIALS, WORKMANSHIP AND FINISH AS, AND SHAU. ACCURATELY MATCH ALL SURROUNDING WORK. ALL EXPOSED CONDUIT RUNS SHALL BE TIGHT TO CEILING AND/OR WALLS AND SHALL BE RUN PERPENDICULAR AND/OR PARALLEL TO BUILDING WALLS AND/OR CEILINGS. ALL ELECTRICAL JUNCTION BOXES LOCATED IN MISONRY WALL SHALL BE APPROVED FOR ITS USE. All J-BOXES SHALL BE MADE ACCESSIBLE AND PULL BOXES SHALL BE PROVIDED WHEN MORE THAN 3/90 DEGREE BEND ARE USED. All STUB CONDUIT INSTALLED IN THIS CONTRACT SHALL HAVE BUSHING ON END. ON ALL "CONDUIT" ONLY INSTALLATION CONTRACTOR SHALL PROVIDE PULL STRING. WHERE NEW CONDUiT(S) INSTALLATION PENETRATE THROUGH ARCHITECTURAL WALL ASSEMBLIES OR CEILING, CONTRACTOR SHALL PROVIDE "3M" WATERTIGHT SEAL COMPOUND AROUND CONDUIT(S) TO SEAL PENETRATION. ON ALL IN-FLOOR EUECTRICAL (I.E. CONDUITS, FLOOR BOXES) CONTRACTOR SHALL ALLOW IN HIS BID AND SCOPE OF WORK ALL CORE DRILLING, CONCRETE SAW CUTTING AND PATCHING AS REQUIRED FOR THE INSTALLATION OF ALL IN-FLOOR ELECTRICAL SHOWN ON ELECTRICAL PLANS. 15. All PANEi.BOARDS, TERMINAL SIGNAL CABINETS FACE/HINGED DOOR AND TRIM SHALL BE PAINTED TO MATCH SURROUNDING WALL FINISHES. 16. ALL ELECTRICAL OUTLETS SHALL SE WALL MOUNTED +15" TO THE CENTER OF OUTLEf A.F.f. UNLESS NOTED OTHERWISE. 17. THE CONTRACTOR SHALL CONSULT ¼1TH THE AUTOMATIC LIGHT SENSOR MANUFACTURER PRIOR TO PLACEMENT OF ORDER TO ENSURE THAT SENSORS PROVIDED Will OPERATE THE DESIGNATED LIGHTING SHOWN ON THE LIGHTING PLANS AND THAT ALL MATERIALS REQUIRED FOR THE INSTALLATION ARE IN ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS. 18. ALL ELECTRICAL, TELEPHONE AND DATA OUTLET BOXES SHALL BE INSTALi.ED FREE AND CLEAR OF ALL PLUMBING. CONDUIT OR WIRING SHALL NOT CROSS OVER PLUMBING PIPES, OR OTHER MATERIALS WHICH 19. Will CAUSE CONTACT Of THE PLUMBING WITH THE INNER SURFACE OF GYPBOARD WHEN APPLIED. 20. FLEXIBLE CONDUITS SHALL BE INSTALLED ON MOTORS, PUMPS ANO HVAC EQUIPMENT (lNCLUDING ROOF TOP UNITS) IN A LOOSE, LIMP MANNER WITH A FULL 360 DEGREE LOOP. 21. ALL ELECTRICAL EQUIPMENT SHALL BE U.l. LISTED AND APPROVED. 22. NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE LOCATED WITHIN 25 FEET OF THE FLOOR OR TO THE STRUCTURAL CEILING ABOVE THE SPACE OF ELECTRICAL EQUIPMENT. 23. PROVIDE 24" SPACING BElWEEN RECEPTACLES IN RATED PARTITION WALLS. REFER TO ARCHITECTURAL DRAWINGS FOR LAY OUT DETAILS. TERMS AND ABBREVIATIONS BY G.C. - BY OTHER - PROVIDE - EC - APPARATUS - FEEDERS - TYP. WP A.F.F. A.F.B M.H. C.f.C.I. DENOTES: FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. DENOTES: FURNISHED AND INSTALLED BY OTHERS. DENOTES: ELECTRICAL CONTRACTOR TO FURNISH, INSTALL AND CONNECT. DENOTES: BY ELECTRICAL CONTRACTOR. DENOTES: PANELBOARDS, TRANSFORMERS, DISTRIBUTION BOARDS, swrrcHGEAR, VARIABLE SPEED DRNES, ETC. DENOTES: ELECTRICAL FEEDERS ~CONDUrf AND WIRES~ SERVING ELECTRiCAL APPARATU AND HVAC EQUIPM NT (LE. FANS MOTORS, PUMPS, CHILLERS CONTROLLERS, ETC.) DENOTES: TYPICAL UNLESS OTHERWISE NOTED. DENOTES: WEATHERPROOF. DENOTES: INDICATED MOUNTING HEIGHT OF ELECTRICAL OIJTLEf OR DEVICE FROM FlNISH FLOOR TO CENTER OF ELECTRICAL OUTLET OR DEVICE. DENOTES: IND!CATED MOUNTING HEIGHT Of LIGHTING FIXTURE FROM FINISH FLOOR TO BOTTOM OF LIGflTING FIXTURE: DENOTES: INDICATED MOUNTING HEIGHT Of ELECTRICAL OUTLET, LIGHTING FIXTURE OR DEVICE FROM FINISH FLOOR TO CENTER OF ELECTRICAL OUTLET, LIGHTING FIXTURE OR DEVICE. CONTRACTOR FURNISHED AND CONTRACTOR INSTALLED. ELECTRICAL SYMBOL LIST 0 (); □ f-0-I cp ~ @ E,i ~©I Gf,rl ~ EDF~ ¢pl $ 0 0 (1) a, QJ ~ 6); $ _______. 0 • 0 -=- ---= CD @ c.o. W.P. -E- -- .. INCANDESCENT OR H.LD. LIGHTING FIXTURE, CEiLING MOUNTED INCANDESCENT OR H.I.D. LIGHTING FIXTURE, WALL MOUNTED FLUORESCENT LIGHTING FIXTURE, RECESSED IN CEiUNG FLUORESCENT STRIP LIGHTING FIXTURE SURFACE OR PENDANT MOUNTED WITH 4S OUTLET BOX FLUORESCENT LIGHTING FIXTURE, WALL MOUNTED WITH 4S OUTLET BOX EXIT LIGHT FIXTURE, WALL MOUNTED EXIT LIGHT FIXTURE, CEILING OR PENDANT MOUNTED SPECI.AL OUTLET PS NOTED ISOLATED GROUND TYPE DUPLEX RECEPTACLE, WALL MOUNTED GROUND FAULT INTERRUPTED TYPE DUPLEX RECEPTACLE, WALL MOUNTED +24" A.F.F. GROUNDED TYPE DUPLEX RECEPTACLE, WALL MOUNTED +15"A.F.F. GROUNDED TYPE DUPLEX RECEPTACLE, WALL MOUNTED FOR ELECTRIC DRINKING FOUNTAIN DOUBLE DUPLEX CONVENIENCE OUTLET, WALL MOUNTED + 15"A.F.F. UNLESS OTHERWISE NOTED ONE RECEPTACLE GROUNDED TYPE DUPLEX RECEPTACLE AND THE OTHER ISOLATED GROUND TYPE ORANGE DUPLEX RECEPTACLE. FLUSH FLOOR DUPLEX RECEPTACLE OUTLETS WiTH HUBBELL COVER. FLUSH FLOOR ELECTRICAL FLOOR OUTLET BOX WITH HUBBEL COVER. MOTOR OUTLEf FOR EXHAUST FAN, GARBAGE DISPOSAL, ROLL-UP DOORS, EfC THERMOSTAT OUTLET AT, WALL MOUNTED +45"A.F.F., CONTRACTOR SHALL PROVIDE OUTLET BOX WITH CONTROL CONDUIT AND WIRE AS REQUIRED FOR THE INSTALLATION THERMOSTAT BY MECHANICAL. JUNCTION BOX, IN ACCESSIBLE CEILING SPACE JUNCTION BOX (PROVIDE "JR" TYPE AS NOTED), MOUNTED EXPOSED ON WALL OR II CEILING. JUNCTION BOX, WALL MOUNTED, +18" UNLESS OTHERWISE NOTED. TELEPHONE OUTLET, WALL MOUNTED +15" A.F.F. TELEPHONE CABLING AND PHONE JACK.· FROM OUTLET BOX PROVIDE AND HOME RUN BACK TO TE1£PHONE TERMINAL BACKBOARD "MIT" OR "TT" 3/4'C. WITH (1) CAT. 5e CABLES. CLOCK HANGER OUTLET, +8' -0" SIERRA #2122 DIMMER, WALL MCUNTED, +45"A.F.F. (WHERE DIMMER CO"ITROL ARE INSTALLED FOR THE CONTROL OF CEILING FAN 1YPE SHALL HAVE DUAL CONTROL FOR BOTH FAN .'.ND LIGHT) TOGGLE SWITCH, +45"A.F.F. SUFFIX ON SWITCH SYMBOLS SHALL INDICATE THE FOLLOWING: NO SUFFIX = SINGLE POLE, 2 = 2 POLE, 3 = 3 WAY, K = KEY OPERATED, R = SPOT MOMENTARY CONTACT SWITCH, P = WITH PILOT LIGHT, a,b,c,d, EfC. INDICATES OUTLET CONTROLLED FLEXIBLE CONNECTiON TO EQUIPMENT MOTOR OUTLEf CONDUIT DOWN CONDUIT UP SURFACE MOUNTED CABINET OR EQUIPMENT AS NOTED. +6' -0" TO TOP FLUSH MOUNTED CABINEf OR EQU1PMENT AS NOTED +6' -0" TO TOP SURFACE MOUNTED PANEL, +6' -6" TO TOP TELEPHONE PLYWOOD BACKBOARD SIZE AS INDICATED ON PLANS REFERENCE NOTE DESIGNATION DETAIL DESIGNATION ("A" OR "1" INDICATES DETAIL, "!:-11" INDICATE SHEEf) CONDUIT ONLY INDICATES WEATHERPROOF EMERGENCY CONDUIT RUN. CONDUIT RUN CONCEALED UNDER FLOOR OR BELOW GRADE. CONDUIT RUN CONCEALED ABOVE CEILING OR IN WALLS CONDUIT RUN EXPOSED. 2#12, 1 /2"C. 1111 4/112, 1/2"C. 111111 6#12, 3/4"C. '" 3612, 1/2"C. 11111 5#12, 3/4"C. Ill I 111 7#12, 3/4"C. ... #10 #10 #10 " 2#10, 1/2"C. 1111 4#10, 1/2"C 111111 6/110, 3/4''C. .. "' 3#10, 1/2"C. 11111 5#10, 3/4"C. 1111 Ill 7#10, 1"C. "'110 #10 #10 #8 #8 #8 --It--2#8, 3/4"C '" 3#8, 3/4"C. 1111 4/18, 1·c. WIRE SIZE OTHER THAN J,12, #10 OR #8 IS NOTED ON EACH CONDUIT RUN WITH SIZE OF CONDUIT (I.E., 3#6 -1 C.) -SEE GENERAL NOTE fl. EZ3 OR ~ PUl.lBOX ENCLOSURE SM 30A,2P OR 60A,2P MOTOR RATED TOGGLE TYPE DISCONNECT SWITCH TO BE MOUNTED ON HVAC/PLUMBING EQUIPMENT IJI I!:] III CEILING MOUNTED LIGHT MOTION SENSOR. SEE GENERAL NOTE 17. WALL MOUNTED UGHT MOTION SENSOR. SEE GENERAL NOTE 17. CEILING MOUNTED LIGHT MOTION SENSOR SWITCH PACK. SEE GENERAL NOTE 17. m g N • u £ ON ~ .,., • ~ Oo ~ Oo f "'"' C "'"' 6 ~~ C .. • • a mm C ~~ • mm t . . xx . ~~ Ji i 1l ~ @) ~ . ~ w,; ~u C:< ;,,W -. <., ~~M ~ <~"' ~ 0"' O~N ""~ ~ 00 ... <( NZU ~ ~ ~ CJ) ~ z ~ w CC :::;:E I ~ <( Wo <( :::::E > <( "' ow :ii CJ) ~ ~ _J CC CD "' d.. .. WCLb:~ is 0 :::::E O "-w -0.. :c <C I £fl -~ "' .... z oz ¥',; ~ ~ en 0 <( ~ w I-z 0 a: w ~ 0 0 Om 0 z a Ow I-<( ~ I-~ Cf) REVISIONS: DRAWN BY: CHECKED BY: CAD PAB RECORD DRAWINGS DATE: 08/01 /07 E-0.1 SHEET -OF - RJC#: 0223 XREF: ~ 1201240 VOLTS PANEL "A" MAIN BKR: 225A.,2P N/T .;:J "' I PHASE LOCATION LIFE GUARD BLD'G. 225 A. BUSSING 9 I 't----3-~_R_e _____ .....,-=-=--===-.,-.,..-,--.-----.---.-,-...---.=,-------~-R_~_c_E __ M_T_G_. __ ~i I -;':; LOCATION V~LT A~PBS ~~ REC MIS CIR BKR BKR CIR MIS REd ~~ VOLT AMPS ~ "' .., A .., LCl LCL ♦ A ♦ B LOCATION _ _ ,-LIGHTING 1032 14 --, 20/1 2011 2 -& -'lOO MARINE LIFE/STOR. REC'S. FIRST/AID/LIFE GUARD OFC BATH./UFEGUARD/STOR. REG'S. l440 -e -3 20/1 2011 • --1& 1050 EXfERIOR LIGHTS 900 -Si -s :20/1 2011 • --3 ~,s BEACH CLOSURE LIGHTS MICROWAVE ~ -I • 1 2011 2011 • ---0 FUT BEACH CLOSURE LIGHTS COFFE MARKER l&oo • I -• 20/1 2011 10 ---0 SPARE --,-REFRIG. /JOO -I -" 20/1 ZOii " ---0 SPARE --,-VENDING MACHINE ~00 -I -13 20/1 20, ,. -• • &ZS PARKING LOT LIGHTS --,.. RADIO EQUIP. S00 -I -15 20/1 -'---"-' 2 ,e ---t--+--lt----,--'----------lf---1...:..::-"-l-+-'-+-l-+c-c..:..:-i --Al.ARM EQUIP. S00 --1 11 20/1 • 18 ---0 ll2S W/CIR. #14 SPACE - - ~ TELEPHONE EQUIP. S00 -2 -,a 20/1 • 20 ---0 SPACE --2ND Fl. LIFEGUARD OBSERV. 200 & --21 20/1 -22 ---0 SPACE --~ 2ND Fl. LIFEGUARD OBSERV. 'lOO -e, -23 20/1 .. 24---0 SPACE --SPARE 0 ---25 20/1 -2a---o SPACE - - r SF-2 EQUIPMENT (1/J HP) 630 --I 21 15/1 0 SPACE - -~SPACE 0 ---29--,o---o SPACE --PARKING BOOTH (PNL."PB") IM 1 32 -- - 0 SPACE - - I: W/CIR. #31 905 I - - 33 . /2 34 ---0 SPACE • 2 2 • 3 3 • 3 3 . . . 2 2 : 2 2 . : -- . . -- : -- . . -- : -- • -- . . --. . -- --f: REST. BLD'G.#1 (PNL "RB1 ") 550&1 36 ... - - OSPACE :-- --I= W/CIR. #35 %&0 I --37 ,,, _.,__+ -,a ---0 SPACE : --l--+-'-+--4-+-'-+..::C.-+--+:=:=....--------.:L-1---1 --I= REST. BLD'G.#2 (PNL. "RB2") 550& I --39 10; -40 -• -0 SPACE : -- --:C: W/CIR. #39 42 • 0 SPACE : - : I=♦ A, 20!;31 VOLT AMF& ♦ B, 20240 VOLT AMPS ., TOTAL CONNECTED LOAD: 40111 WATTS OR l1<>':l.':l AMPS "' 240 VOL TS -I ,j> : LCL: 27857 VOLT AMPS x 125% = 34821 VOLT AMPS : I= FDL: 47741 VOLT AMPS OR 198.9 AMPS I= PROVIDE WITHIN TOP SECTION (SEPARATE COMPARTMENT OF PANEL BOARD) THE FOLLOWING 120V ELECTRICALLY HELD REI.AYS: I: (2l 120V, 20AMPS RATED 2PN/O ELECTRICAL HELO RELAY (EXTERIOR LIGHTS) (1) 120V, 20AMPS RATED 4PN/O ELECTRICAL HELO REI.AY (BEACH CLOSURE LIGHTS) (2 120V, 20AMPS RATED ZPN/0 ELECTRICAL HELD RELAYS (PARKING LOT LIGHTS) 1. CIRCUIT TO BE CONNECTED TO REI.AY 2 AND CONTROL BY PROGRAMMABLE TIME CLOCK (LEVEL 2 -EXTERIOR LIGHTS) 2. CIRCUIT TO BE CONNECTED TO REI.AY 3 AND CONTROL BY PROGRAMMABLE TIME CLOCK (LEVEL 3 -BEACH CLOSURE LIGHTS) 3. CIRcurr TO BE CONNECTED TO REI.AY 4 AND CONTROL BY PROGRAMMABLE TIME CLOCK (LEV£L 4 -PARKING LOT LIGHTS) 4. PROVIDE HACR TYPE CIRCUIT BREAKER PANEL ""'C II ;:;:I 120/240 VOLTS !"" MAIN BKR: 300A.,2P N/T J ~ ~J u, I PHASE LOCATION CONCESSION TENANT 400 A, BUSSING 5 ~ ~ ?-I 3 WIRE SURFACE MTG. i ~ I ul------------V-O_U_AM_Ps_LT_G,--,-,-,--,----,r--.-.--,--~L~TG"""v-OL_T_AM_P_S------------lf I -';::,-LOCATION ,_ ,. OR REC MIS CIR BKR BKR CIR MIS REC OR ' LOCATION ~ ::::: -, A T 8 LCL l.CL ♦ A ♦ B - 1 -LIGHTING 1032 ---, 20/l • 4&, 2 -• I 1$5 HOOD EXHAUST FAN EF-2 (3HP) l---t-_1 __ -1:_LJ_G_H_TI_NG ________ -+---+-1440=-+-·-+--+--"+-3-+=-20'-'-'-,/I _,___,._ ,..-z • • -I I':l55 W/CIR. #2 -2 SIGNS CiRCUrrs ALLOWANCE 1200 ---• 20/1 45, ' i --1$5 SUPPLY AIR SF-1 (3HP) . -- : -- -2 : SIGNS CIRCUITS ALLOWANCE 1200 ---7 20/1 _,__.,_ 1 ..-2 • I --19&& W/CIR. #6 1-_-1--_-1=---c=E"'N=ERA,,,...L7R=Ec"'E=PT:-:-AC .... LE7S-~---1--12-o-l-"'-"-+-_-+-4+--_+-.-+,-20-,'---'-I/I 2&. 10 ---~o SF 3 EQUIPMENT (1HP) . . --. l---t----1--G"'EN=ERA,......L _R~EC~E~PT~AC~LES-='-~---l--l-'!;40'-'-'--+-"-+..c3-t--· +-'-' t-'-20'-'-'-,/I ..;....~._ 1 "2 12 ---'!20 W/CIR. #10 ---GENERAL RECEPTACLESiW.H. 5'l0 • 3 I 13 20/! -" ---0 SPACE . . l--·+--+F:..::Lc,Y.:.F:::AN::;Scc(,::2)L-"1/:..,2;:.:HP'------l--l-'l=:130::_i_·-+---l-=-'...J-:"=+-'2~<">--I---·♦-l----+-'•-+---+---+---+-+--'O~.:::S:..:PA.::,C:::.E ________ ...:::1·1..--1_·....J ---WiCIR. #15 1130 ---11 /2 -,a ---0 SPACE --SPARE O ---19 20/1 -20 ---0 SPACE --S?ARE 0 ---21 20/1 -22 ---0 SPACE --1-SPARE 0 - - - 23 20/l -24 ... - - 0 SPACE --f-SPARE 0 ---2s 20/1 • •• ---0 SPACE - - ,-SPARE O --• 21 20/1 -,. ---0 SPACE --,-SPARE 0 ---29 20/1 ->o -• -0 --,-SPARE O ---" 20/1 -32 --- t---+---t-~SP~A~RE'-------------'f-'O'-,f---l----+---+---l--3-3+c-20c..:..:-i/l +-t · 34 ---0 --,-SPARE O • --" ZOii -36 - - - 5-SPACE O ---31• -3a---o 5 -SPACE O ---,e --40--- - - SPACE O ---" --42---0 ♦ A, S502 VOLT AMPS ♦ B• Sl40 VOLT AMP$ TOTAL CONNECTED LOAD: 11¼>42 WATT6 OR 11.1 AMF& ., 240 VOLT6 -I 4> f-LCL: 3910 VOLT AMPS x 125% = 4888 VOLT AMPS FDL: 19620 VOLT AMPS OR 81.7 AMPS SPACE 0 SPACE SPACE 0 SPACE SPACE 0 SPACE SPACE r PROVIDE WITHIN TOP SECTION (SEPARATE COMPARTMENT OF PANEL BOARD) THE FOLLOWING 120V ELECTRICALLY HELD RELAYS: ,.. (1) 120V, 20AMPS RATED 2PN/O ELECTRICAL HELD REI.AY (TENANT LIGHTS) (1) 120V, 20AMPS RATED 4PN/O ELECTRICAL HELD RELAY (SIGNS) 1. CIRCUIT TO BE CONNECTED TO RElAY 2 AND CONTROL BY PROGRAMMABLE TIME CLOCK (LEVEL 1 -EXfERIOR SIGNS) 2. CIRCUIT TO BE CONNECTED TO RELAY 3 AND CONTROL BY PRCGRAMMABLE TIME CLOCK (LEV£L 2 -SHOW WINDOWS) 3. PROVIDE HACR TYPE CIRCUIT BREAKER 4. PROVIDE SHUNT TRIP lYPE CIRCUIT BREAKER 5. PANEL HAS BEEN SIZE FOR FUTURE KITCHEN LOAD OF 50,000 VA • -- . . -- . -- . --: -- . -- : -· - : . . : . . PANEL 11...,c, II J 120/240 VOLTS r-liiii> MAIN BKR: 60A/2P N/T ;:;:I ~ ~ ~ I PHASE LOCATION PARKING BOOTH 60A A. BUSSING ::J $ J ~ ~ z ~ 3 ~RE SURFACE MTG. ~ ~ ~ R ,;:" ,...-t,i~:l"' '~-~1-----------..--,-c,--.,,.,-=_,----,--,--,---.---.--,--,---,-==-----.----------~--::: ~ VOLT AMPS LTG h LTG VOLT AMPS '-' o: ';::,-LOCATION ♦ ,. B OR "EC MIS CIR BKR BKR CIR MIS flEC OR LOCATION ;:::, A y LCL LCL ♦A ♦B 1 1 r UGHTS/RECEPT'S. 5ee 3 2 , 1&/1 15/1 2 --2 !00 -- a GATE CONTROLS (1/2HP) %~ --I , 2'"'/ -4 I -- --~ W/CIR. #3 565 --s i/2 -6 - - - 0 --r BACK-UP SIGN 340 2 • • 1 IS/I -a - - - - - r IRRIGATION CONTROLLER 200 -•l9l!:>/1 10 - - .. 0 --SPACE O ---11 -1---1--+e-----------l--l--+-+--+--+-+---- - .. SPACE 0 ---13 -14 --,.. 0 r SPACE 0---15 -16--- . - - - 17 18 - - - - - - 19 20 - - • ♦A, 14&3 WATT$ r TOTAL CONNECTED LOAD: 23&e WATTS OR s.e AMPS "'240 VOLTS -I 4> rLCL: 1028 WATTS x 125% = 1285 WATTS :FOL: 2615 WATTS OR 10.9 AMPS ' PROVIDE WITHIN TOP SECTION (SEPARATE COMPARTMENT OF PANEL BOARD] THE FOLLOWING 120V ELECTRICALLY HELD RELAYS: ,. (1l 120V, 20AMPS RATED 2PN/O ELECTRICAL HELD REI.AY (BOOTH LIGHTS) (2 120V, 20AMPS RATED 4PN/O ELECTRICAL HELO REI.AYS (PARKING LOT LIGHTS) 1. CIRCUIT TO BE CONNECTED TO RELAY 1 AND CONTROL BY PROGRAMMABLE TIME CLOCK (LEVEL 1 -BOOTH LIGHTS) 2. CIRCUIT TO BE CONNECTED TO REI.AY 4 AND CONTROL BY PROGRAMMABl£ TIME CLOCK (LEVEL 4 -PARKING LOT LIGHTS) EXTERIOR LIGHTS 0 SPACE SPACE 0 SPACE SPACE 0 SPACE SPACE 0 SPACE V 4 2 4 2 . 4 2 4 2 ; 4 2 • 4 2 : . : : . . (i) 0 SC£ TRANSFORMER NORMAL POWER CONSTANT CIRCUIT PROGRAMMAfllE TIii£ CLOC~ H N CONTROL CONTACT \ 15 MIN TIME DEIAYS TOGGLE SV.rfCH FOR POLICE DEPARTMENT USE AT lllE KNOX BOY .. (IN1lJ1MATIC E1t5Mfl SWITCH). REFERENCE NOTES: #2/0 AWG GROUNDING ELECTRODE CONDUCTOR TO GROUNDING ELECTRODE PS SHOWN. SIZE PER NEC. CONDUCTOR SHALL BE STRANDED INSULATED COPPER INSTALLED IN 1" PVC CONDUIT !\ND CONNECTED WITH WATER PIPE GROUND CONNECTOR, BURNDY #(JAR3905-BIJ. COMPATIBLE WITH THE MITAL OF THE GROUNDING ELECTRODE. IF WATER SERVCE PIP£ IS NONMITALLIC, TERMINATE GROUNDING CONDUCTOR TO REBAR IN FOUNDATION WALL. BOND WATER SYSTEMS AROUND ALL VALVES AND METERS PER NEC. #2/0 AWG COPPER CONDUCTOR WITH WATER PiPE GROUND CONNECTOR, BURNOY #(JAR3905-BU #2/0 AWG GROUNDING ELECTRODE CONDUCTOR TO GROUNDING ELECTRODE AS SHOWN. SIZE PER NEC. CONDUCTOR SHALL BE STRANDED INSULATED COPPER INSTALLED IN l" PVC CONDUIT AND CONNECTED WITH WATER PIPE GROUND CONNECTOR, BURNOY #GAR3905-BU. COMPATIBLE WITH THE MITAL OF THE GROUNDING ELECTRODE. IF WATER SERVICE PIPE IS NONMETALLIC, TERMINATE GROUNDING CONDUCTOR TO REBAR IN FOUNDATION WALL. BOND WATER SYSTEMS AROUND ALL VALVES AND METERS PER NEC. #2/0 AWG COPPER CONDUCTOR WITH WATER PIPE GROUND CONNECTOR, BURNOY #GAR3905-BU. 0 0 WHERE MITALLIC RAC'i!IIAY IS USED FOR PANELBOARD FEEDERS, MJOVE SLAB OR GRADE, GROUNDING BUSHINGS SHALL BE USED PS SHOWN. CONNECT GROUNDING ELECTRODE CONDUCTOR TO GROUND ROD WITH GROUND CONNECTOR, BURNDY #GK6429 . WHERE PVC RACEWAY IS USED FOR PANElllOARD FEEDERS, Bf.LOW SLAB OR GRADE, A SEPARATE EQUiPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED I'S SHOWN. #2/0 AWG BARE STRANDED COPPER CONDUCTOR. CONNECT GROUNDING ELECTRODE CONDUCTOR TO WATER PIPE WITH GROUND CONNECTOR, BURNDY #"..AR3905-BU. COMPATIB!i wrrH THE MITAL OF THE GROUNDING ELECTRODE. IF WATER SERVICE PIPE !S NONMITALLIC, TERMINATE GROUNDING CONDUCTOR TO REBAR IN FOUNDATION WALL. MAIN BONDING JUMPER AS PER 250-28 AND SIZE GROUND CONDUCTOR PER 250-28 (d). CONNECT GROUNDING ELECTRODE CONDUCTOR TO WATF..R PIPE WITH GROUND CONNECTOR, BIJRNOY #GARJ905-BU. COMPATIBLE WITH THE MITAL OF THE GROUNDING ELECTRODE. IF WATER SERVICE PIPE IS NONMITALUC, TERMINATE GROUNDING CONDUCTOR TO REBAR IN FOUNDATION WALL. SEE NOTE #66 THIS SHEET. MAIN SWITCHBOARD "MS" (M) ' ./"" EMT OR IMC CONDUIT / RACEWAY ABOVE GRADE l(D BOND RAC'i!IIAY ABOVE GRADE BOND WITHIN 5 FT OF POINT OF ENTRY OF BUILDING (COLD WATER LINE) ©---1 3 STUB UP AT I I ' • "-MAIN BONDING JUMPER 'lo' SIZED PER NEC 250-28 \c.':'..I 20 FT. #3iO UFER GROUND F O :::o-~ SWITCHBOARD BONO TO OTHER BURIED STEEL PIP£ OR OTHER SUBSTANTh'l MITAULC OBJECTS IF AVAILABLE . _......-3/4" DIA. x 8 FT. COPPER DRIVEN J GROUND ROD STRING ~ ,,-PVC RAC'i!IIAY UNDER FLOOR / SI.AB OR BELOW GRADE Lo "MS" GROUNDING CONNECTION FROM PANEL "RB1" LIGHTING CIRCUITS ft ELECTRiCALLY HELO RElAYS LOCATED PROGRAMMABLE TIM£ CLOCK, CONTROL CONTACT \ NORMAL POWER CONSTANT CIRCUIT H N \ .,_ - - IN PIJ'IEL REI.Al COMP.ARTMENT •RESTROOMS LIGHTING -SEE PANEL SCHEDULES L ® TOILET AREA PHOTOCELLS (TYPICAL 4) L TO TOILET AREA LIGHT FIXTURES FROM PANEL "RB1" LIGHTING CIRCUITS NO]E: ELECTRICALLY HELO REL\YS LOCAlIO ' I C 15 MIN TIME OEI.AYS TOGGLE SWITCH FOR POLICE DEPARTMENT USE AT THE KNOX BOX. (INTERMATIC E115MH ._,,'--+o SWITCH). _ @ FROM PANEL "A" LIGHTING CIRCUITS L_ TO LIGHT FIXTURE __j FROM PANEL "RB1" LIGHTING CIRCUITS T 7 ' L TO LIGHT FIXTURE __j - l.__--+.r,J..J © .L - IN PANEL RElAY COMPIRTMENT "EmRIOR LIGHTING -SEE PANEL SC,HEDIJLES FROM PANEL "RB2" LIGHTING CIRCUITS L TO EXTERIOR LIGHT FIXTURES RESTROOM BUILDINGS OVERRIDE TEST SWITCH CONTROL WIRING DIAGRAM FOR LIGHTING (TYPICAL FOR RESTROOM BUILDiNG #1, #2) ' NOTE: L TO LIGHT FIXTURE __j (J) ELECTRICALLY HELD REI.AYS LOCATED IN PANEL RELAY COMPARTMENT "FOR BEACH CLOSURE LIGHTING -SEE PANEL SCHEDULES POLICE DEPARTMENT BEACH CLOSURE CONTROL SWITCH WIRING DIAGRAM NOT TO SCALE 8 MAIN SWITCHBOARD "LAS" 122/240V., 10.,JW 600 AMPS WEATHERPROOF HOUSING BRACE FOR 65,000 AIC. EXISTING SCE TRANSFORMER PAD W/NE\11 100 r>IA EXISTING 4"C. SCE PRIMARY TO EXISTING SCE PULL BOX ~==...:..:::....:.:.::.....:..;=:......--.-LOCATED IN PARKING LOT. TRANSFORMER SHffi E1.1. (2) 4"C.O. SCE SECONDARY !'.IQ.~ 1. UNLESS OTHERWISE NOTED ALL CONDUITS RUN WITHIN MAINTAIN CHASE SHALL BE IMC GALVANIZED TYPE PAINTED WITH RUST RESISTANCE PRIMER PAINT TO REDUCE SALT AIR EROSIONS. l ·_;; 1 "C., 1 #2/0 GROUNDED @ PER CEC 150-50, SEE DETAIL "A" THIS SHEET. 0 2. ALL EXPOSED CONDUrf RUN WITHIN TOILL!S RESTROOM AREAS ANO UNDERSIDE OF ROOF CANOPY SHALL BE IMC GALVANIZED TYPE, PAINTED WITH RUST RESISTANCE PAINT (PAINT TO MATCH ARCHITECTURAL FINISHES). PANEL "FC" BRACE FOR 65,000 AIC 81.7A 19.6KVA BRACE FOR 65,000 AIC 198.9A 47.7KI/A ~ ( RB1 ) 2 1/2"C.,3#4/0 &: 1#4 E.G. (THW TINNED CU.) 250'±.,VD = 1.25% ( RB2 ) 2 1/2"C.,3#4/0 &: 1#4 E.G. (THW TINNED CU.) 275'±.,VD = 1.5% ( PB ) 2 1/2"C.,3#1/0 & 1#6 E.G. (THW TINNED CU.) 175'±.,VD = 0.75% 3. ALL OUTLIT JUNCTION BOXES INSTALLED WITHIN MAINTAINENCE/PIPING CHASE AREA AND/OR EXPOSED OUlSIOE SHALL NEMA "3R" TYPE WATERTIGHT JUNCTION BOX COMPLETELY GPSKETED AND WITH STAINLESS STEEL COVERPLATE AND SCREW. 4. CIRCUIT BREAKER SHALL BE CONTINUOUS DUTY BREAKER PANEL "RB1" BRACE FOR l 0,000 AIC '1+--~ • PANEL "RB2" BRACE FOR @ -PER CtC 250-50, SEE -_:-1''c, 114 GROUNDED @ DETAIL "A" THIS SHffi. 0 10,000 AIC '1+--~ . PANEL "PB" BRACE FOR ± l"C., 1h GROUNDED @ -=-PER CE'.t 250-50, SEE DETAIL "A" THIS SHffi. 0 !O,D00 AIC1-1-•---' SINGLE LIN£; DIAGRAM _._ 1"C., 116 GROUNDED @ = PER Ctt 250-50, SEE -DETAIL "A" THIS SHEET. 0 FLUSH AND/OR SURFACE MOUNTEO 2 COMPARTMENT PANEL BOARD NEMA "3R" STAINLESS STEEL ENCLOSURE, PAINTED WITH RUST RESISTANT PRIMER (PAINTED TO MATCH ARCHITECTURAL WALL FINISHES), STAINLESS STEEL PANEL FACE WITH LOCKABLE HINGED DOOR, ENGRAVED NAMEPLATE (PANEL DESCRIPTION). NOT TO SCALE --1--'----18" TO 24•·----..,'~ ~-'~-------,-1 . DEEP RELAYS COMPARTMENT (SEE PANEL SCHEDULES) PANEL CIRCU1T BREAKER COMPARTMENT (SEE PANEL SCHEDULES) f1i\PANEL BOARD ELEVATIONS 1@ NOT 10 SCALE b "' t2 REVISIONS: ~ ~ ~ < w z ::J i DRAWN BY: CAD CHECKED BY: PAB RECORD DRAWINGS DATE: 08/01/07 E0.2 SHEET -OF - RJC#: 0223 XREF: . .. -- LIGHTING CONTROLS CREDIT WORKSHEET LTG-3 ,~-CORONA oa MAR STAT£ BEACH IMPROVEMENT WOIIKSIIBl!T [!] [!] @] [fil ROO, R(I()_"!_ lJGll1lllG CCNlROl R "'" """ llOO!lPTION ISf\ . 00 "" -"""' I!] GlAZU<G VLT @] WATIS OF CONTROi. UGHTING I "'1£ MAACH 2, 2004 UGl!llt<l Al>mMOO ''""" (I] CONll!OI. ""'" WATTS (G x H) 1-------if------l!-------ll---,ll----l----ll-----lB>------i f. tfol-windowa.-thelindowWtd!Rotiofor~j l="" roo: ~ "" u. Sk)ilglit: to Roof ratio tor J PAGE TOTAL---------1 lJfJJLDIN(; TCTAL--------- --"'. 1301.9 1301.9 jCERTIACATE OF COMPLIANCE (Part 1 013) LTG-1I PROJECT tw.lE: CORONA DEL MAR STATE BEACH IMPROVEMENT PROJECT AOORe:S: NEWPORT BEI\CH, CALIFORNIA PRll'ICIPAL DESIGNER -UGlfl!NG: P.A. BREEN & ASSOC~TE OOCUMENTAllON Alm!OR: C.R. van KUJLENBURG Gl!Nl!I.W, INFORMATION DATE OF PLAHS: 3/2/04 lEl.£PttOME: (3\0) 78)-8689 1Il£PIIONE, (310\ 787-8689 j BUIU)!NG CONOffiOJO A.OOR AREA: j O SQ.ff. BUltOOIG TYPE: ■ HONRl:SIOOfflAl O HIGH RlSE R£S!OOOW. PHASE Of CONSTRUC'IION: ■ lieN CONSTRI..IC1lON O AOOITION O ALTEAATIOO METHOO OF UGm!NG ~MPL!ANCE 0 COMPLETE 8lJIU)jlfG ■ MfA CAJEOORY O TAILORED S&\TllMllNT OP C!OMl'l.1ANCI! 0/\lE MARCH 2, 2004- Building Permit f Checked byjbab Enforcement Agency Use CUlt00'£ ZONE This Certificate of Compliance lists the building feotures 01'ld performance specifkations needed to comply with Title 24, Ports 1 ond 6 of the Co!ifomic Code of Regulations. this cerl:ificote opplies only to buHding lighting requirements. The documentotion prep<1rer hereby certifies that the doclJfflefltotioo is accurote ond complete. I OOOJMENf ll!JlttOR C.R. van KUIL£NBURG ISIGN/iJ\JR[; l"TE 3/2/04 The Principe! Lighting De$igner hereby ctrtffies thot the proposed building design 11Jpresented in this eel of construction documents is consistent with the other comp!!ance forms and worksheets, with the specificotions, and with any other cn!culations submitted with this permit app1icotion. The proposed boildlng has been designed t-o meet the lighting requirements contained in sections 110, 119, 130 through 132. and 146 or 149 of title 24, parl: 6. Please check one: ■ ! hereby offirm thot I om eligible under the provisions of Division J of the Business ond Professions Code to sign this document os the person r.isporisible for its preparation: and thot I om o licensed in the state of California as a clvll engineer or electricot, or I am a licensed orchitect D I affm thot I om eligible under lhe exemption to Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document os the person responsible for its preparotion; and thot I am o licensed contractor proformiru} this work. D l affirm thot I om eligible under Division 3 of the Business ond Professions Code to sign this document because it it pertoins to o structure or type of worl< described os: exempt pursuocl to business ond Professionals Code Sections s.ction, 5537, 5538 ond 6737.1 1, rJ (These sections of the BusiMSS and Professions co.I.. 1 re r ·nted in full in the Nonresidential Manuot) -UGIITINO O£SIGt<ER -'""'' ISlONAJURC J \ / 1uc. NO. I°""' MOHAMMAD H SHAfKHSAHEB I E15049 3/2/04 LlllHllNG MANDAl'OilY M&ISllltl!S !ndioote iocotion on plans <if Nole Block for Mondotory Meosures TO Al'l'I.ICANf For detoiled instructions on the use of this and all Energy Efficiency Standards compfo:ince fom\s, pteose refer to the Nonresidential Monuol published by the Colifomio Energy Commission. LTG-1: Required on plans for oU submittots. Part 2 moy be incorporated in schedules on plans. LlG-2: Required for an submittols. LTG-J: Optionoi, Use only if 1ighting eontrol credits are token. LTG-4: Opt1onoL Use only if Tailored Method is used. Ports 2 and 3 only if <:IJ)plicoble. ~ ~mpl11lfltll Fonn. MANDATORY MEASURES CHECKLISf I PROJECT NAME: CORONA DEL MAR STAT£ BEACH IMPROl/fMENT ■ Certified lum1noires/boiosts per 2-5314(0)., _____ _ ■ !ooependent control with 61lciosed oreos per 2--5319(0}., ■ Manual swikhing readily accessible per 2-S319(b,\,__ __ _ ■ Saporote switching of doyrit ure<is per 2-5319(d) D ~rride for building lighfog $hut-off, The automatic buikWng shut~off system is provided wil:h o mor,ual, o,::C<!S!!ibfo, o'lar- rlde $Wlt¢h in siqht of the lights. The o™J of override fs not to ~ 5,000 sf .. •-····· 0 NI three )amp f/uorester.t fixtures ore specified with electronic high-f~ncy txd!os-1.s and ore e:w.empt from two-1omp tandem wiring requirements ..... _____ _ ■ Ul'liform Reduction for tndMdual Rooms. All rooms cmd Gre(ls ;re11tet than 100 square feet ood ml)(e than 1.2 wctts per square foot of lig!iling lood shaU be controHe<l wit!, bi-level s-,r,,itch,ng for uniform reduction of lighting within the room .. h."Nllm'fJ 20{/j MARCH 2, 2004 E-0.1 E-2.1 E-22 E-2.1 E-2.2 E-2.1 E-2.2 E-2.1 E-2.2 CERTIACATE OF COMPLIANCE i'RWECf -CORONA oa MAR STAT£ BEACH IMPROVEMENT INlll'ALLl!D llGllllNG SClll!llULB .... -OfSCRlPTION A ,II COUNG FLUOR. LIGHT I 2'x4' FL FlXTURE 18 18 Lighting Schedule on Plans Shows Exterior Lighting Meets 0 Efficacy and Control Requirement of § 130( c) 0 Control Requir,ment of § \31(1) MAN!lo\TOllY Al1l'OM\TIC a»rlllOIS 2 3 -Per i.<lm? 32 26 (Part 2 013) LTG-1 I OA1E MARCH 2, 2004 IWJ.A$f Lum!Ml~ ,,,. No. of "'· "' Wrb,/ -"""' """' Ll!mio, El.ECffiON~ 31 64 ElfCTRON!C 2 4 96 SUBTOTAl FROM iHIS PAGE PUJS SUBTOTAL FROM COITTINIJ&.l!ON PAGE P<>r<TASlE UGHAN<l (from LTG-t Port .:5 of 3) LESS OONTNOL CR£OO WATTS (From LT~-:.S) MllUSl1lD ;cnw. WATIB i.Wlk 1984 384 2368 2368 CONl'ROl LQl'..JmON (Room I) Cll!IIROL IDEJffiflCAlKlN COllfRIJI. ..,,. "' FIIIII) (>.vto Time Switdi, Exberior, etc.) SPACE COhlRCUED TOl_w..,, ON -,,.vG !!Mt CLOCK J , CON~~="ON EXTERIOR LIGHTS/SIGNS EXT. LTS./SIGNS omci:, CL\SSROOMS, STOR, ETC. OON1lWIS FOil CREDrl' MOTION SESORS C0"1ROI. TOILET, STORAGE EiC. UJ OONTRO CON'mOL LOCATION (Room#C1f0wg.f) -IDENTIFJCATION (Oceupont, Ooyligbt Dimming, et/::.) T'lf'E I Of WMINAIRES ...... 10 _,, ~ial ~ Form LIGHTING COMPLIANCE SUMMARY PROJEcr NAME: CORONA oi:'...l MAR STATE BEACH IMPRO'-.IEMENT IACIUAL l.lGHDNG POMlll CEILING FLUOR. LIGHT B 2'x4' FL FIXTURE NUMBER OF Wlllt<AIRES 31 4 IAU.OWl!D L1l3Hl'INO POMlll (Chose One Method) -C'ATl!OOllY MEl'HOD M1EA CA"TEGOR'l' {frsY11 §146{b) Mm-Hi) OFFICES STAIRS, JANIIORS,, CORRIDORS, STORAGE KITCHEN EU:CTRIC ROOM ITAIL<llU!I) MlfflKll> ~ ~ ,_ LTG-2 I -MARCH 2, 2004 7 WA.TIS P£R l.UMIWJRE (Including Bolktst) 64 4 CEC DEFN.ll.T y N IXlB IXIEl IXl G IXl El IXl G IXJEl [X) El 00 El !XI El !XI El !XI El SUBTOTAL FROM '!MS PAGE 'IOl'AL WATIB 1984 384 2368 i===- PlUS SUBTOTAL FROM CONllNl.lATION PAGE i===- PORTABI.E LIGHTING (From LTG-1 PM 3 c,f J) t£SS COUl'ROL CREOIT WATTS {from LTS--3) ADllJSTl!D AClUAL WATIB II WATIB II CIM'U!III II """' .......... WATIB CIM'U!III _,. ........... 1.3 0.6 1.7 0.7 TOTAi. "'"' rn liUl1#IID ...... liUl1#IID _,. WATTS ON 0~ 00 oo ~~ ~~ ~~ "'"' ~~ "'"' xx ~~ Iii • C, !! ~11!!1 Z zti(Bi .. .. ·· 1 8wl ~~ _, ~ z LU a: ~ :c <( LU o ~ ~ u5 _J CI: CD w a.. b: o~o _LL <(I~ z () z 0 <( ~ a: LU ~ 0 CD-() 0 w g REVISIONS: M 0 0 N ' ,; .s i ~ Q i u C • " C 2' .g " ii -g ~ Ii!> ~ ~ z = = < a.: DRAWN BY: CHECKED BY: CAD PAB RECORD DRAWINGS DATE: 08/01/07 E-0.3 SHEET OF - RJC#: 0223 XREF: VERIFY LOCATION OF EXISTING LIGHT STANDARD TO REMAIN IN PLACE AND IN SERVICE. ELECTRICAL SITE PLAN 2"C. FUTURE TELEPHONE CONNECTION to LIFE GUARD TOWER. FOR ADDITIONAL INFORMATION AND LAYOUT ON MAIN TELEPHONE BACKBOARD "MTT" AND PANEL REFER TO SHEET E -2. 1 I \ \,,, 'v ··, '• I ' .. .. .. --~- ---._, ~-------, ----------~ PLAN VIEW ,----. '------ ...... @ @ ---..... ... 9 o" 0 0 c:::::: '- "-.;'' ELEVATION VIEW MAIN SWITCHBOARD "MS" 120/240V, 1 ¢,3W 600A SERVICE WEATHERPROOF ~-MAIN MAIN PULL BOX WITH SWITCH 3" HIGH CONCRETE V HOUSE KEEPING PAD ELECT METER SWITCHBOARD 'MS' SCALE: 1/4"=1'-0" SCALE: 1• = 50'-0" 1 REFERENCE NOTES CD PROVIDE 1 "c WITH 1 o #12 CONTROL WIRING FOR THE CONNECTIONS OF LIGHTING RELAYS iN PANEL (D FOR FUTURE CONNECTION OF PARKING AREA LIGHTS AND/OR BEACH CLOSURE LIGHTS, PROVIDE 12"x18"x24"D PRECAST CONCRETE PULL BOX WITH CONCRETE COVER LABEL "ELEC". Q) FOR FUTURE TELEPHONE CONNECTION TO LIFE GUARD STATIONS, PROVIDE 12"x18"x24"D PRECAST CONCRETE PULL BOX WITH CONCRETE COVER LABEL "TEL" . © PROVIDE WEATHERPROOF OUTLET BOX WITHIN BUILDING CHASE FOR PA SPEAKER CONNECTIONS. @ PROVIDE 1 "C WITH (2) SET OF SPEAKER CABLES HOME RUN BACK TO TELEPHONE BACKBOARD IN LIFEGUARD & CONCESSION BUILDING. @ EXISTING SCE PULL BOX VERIFY EXACT LOCATION IN FIELD PRIOR TO BID AND START OF WORK. (}) EXISTING TELEPHONE PULL BOX EXACT LOCATION IN FIELD PRIOR TO BID AND START OF WORK. @ FOR POLICE DEPT. OR CITY OFFICIAL USE PROVIDE 4"SQ. STEEL TUBE WITH KNOX BOX FOR GATE OVERRIDE AND BEACH CLOSURE LIGHTS CONTROLS. SEE DETAIL "A" THIS SHEET. @ PROVIDE (3) 1 "C. -( 1-l°'C. WITH 2 TELEPHONE CABLES, 1-1 "C. WITH 4# 12 LIGHTING CONTROL WIRES CONNECT TO RELAYS, 1-1"C. FOR FUTURE P.A. WIRING. @) PROVIDE (3) 1''C.-(1-1"C. WITH 2 TELEPHONE CABLES AND 1-1 "C. TO PA RACK AT LIFE GUARD STATION FOR FUTURE P.A. WIRING). (jJ) FUTURE LOCATION OF SCE 8'x 16'x 5FT. DEPTH PRECAST CONCRETE VAULT. FOR POWER COMPANY NEW SERVICE & TRANSFORMER USE. @ EXIST SCE 50 KVA TRANSFORMER TO BE REPLACED WITH NEW 100 KVA TRANSFORMER (BY SCE) @ AT TOP OF ROOF PROVIDE 2''C. VERTICALLY IN PIPE CHASE THROUGH ROOF + 18" ABOVE ROOF LINE WITH WEATHERHEAD. PROVIDE RAIN FLASHING AS REQUIRED REFER TO ARCHITECTURAL PLANS FOR DETAILS AND RtQUIREMENTS. (i}) THROUGH (1) 2'' CONDUIT PROVIDE AND PULL (2) PHONE LINE CABLES. NOTES: 1. WHERE UNDERGROUND CONDUIT SYSTEMS ARE INSTALLED AND RUN BELOW PAVING, CONCRETE SIDEWALK AND LANDSCAPE AREAS, CONTRACTOR SHALL PROVIDE SLEEVE FOR CONDUIT ROUTING. 2. PRIOR TO ORDERING ANY CONCRETE PULL BOXES CONTRACTOR SHALL VERIFY THAT ALL PULL BOXES MEET THE CITY OF NEWPORT BEACH PUBLIC WORK STANDARDS AND DETAILS DRAWING STD-204-1. (NOTE: COPY OF THE STANDARDS CAN BE OBTAIN FROM THE Cl1Y PUBLIC WORK DEPARTMENT.) M 0 0 N ' v -" ON .ii ~~ Oo ~ Oo * ~"' ·c ~ ~ "'"' u ~~ C • ~"' ~ •v • "'"' "' ... :r:x ~ ~~ " i ~ al <9 ~ . ~ ~,: ~u ~< ►~ ....... <~ i.,.f,-1'1 ~ <~"' JO'° O~N 0 ""' as ~~< NZU ~ □ I .. <, ~ en ~ffll! II -~ @ 03!: !Iii 8ffil ~ii en <( ., z ~ = = < 0.: ~ z w a: ::'.'2 I <:( w () z ::'.'2 ~ ~ (fJ ~ d, 00 -_J a: ca cl'. "" ~ w a..~~ 0 ::'.'2 0 a. C/J -ll... ..J <:(I~ -<( <O .... () z () z ~ -t; t5 0 <( ~ ~ 'z a: w ~ 8 w ..J 0 m 0 w () w I-<:( t;j REVISIONS: DRAWN BY: CAD CHECKED BY: PAB RECORD DRAWINGS DATE: 08/01 /07 E-1.1 SHEET OF - RJC#: 0223 XREF: I I --~·-··-----·-.--- I ~/ I /: f ; / • , I , , / ELECTRICAL SITE PLAN (BOOTH) I , I I I I i / / l ! FOR GATE CONTROL PUSH BUTTON LABEL COVER PLATE GATE CONTROL 3 1/4" C TO MEDIAN I f-\ ~---CONTRACTOR SHALL PEDESTAL MOUNT WEATHERPROOF OUTLETS +6" A.F.F. 4 E1 - ~ PEDESTAL TYPE PUBLIC PHONE W.P. EXACT LOCATION TO BE DETERMINED BY ARCHITECT PRIOR TO UNDERGROUND I CONDUIT INSTALLATION ROUGH IN/TRENCHING I I / t--HOME RUN BACK TO TIME CLOCK ' LOCATED IN ~---TO MAIN TELEPHONE BACKBOARD IN UFE GUARD BOOTH '\ WITH 4 1 "C. TELEPHONE CABLES ( 1 CABLE FOR BOOTH OFFICE 1 CABLE FOR PUBLIC PHONES, 2 SPARES TELE CABLES) PARKIN9 ATTENDANT BOOTH ELECTRICAL PLAN SCALE: 1 /4"=1 '-0" SCALE: 1/8' =1'-0' 1 m 0 0 N ' i ON ii 00" .t oo n Oo g • """ " .t "'"' u ~~ " • a mm E ., ., • mm E' .e, crx • ~~ :E i ~ i, @ ~ . ~ w,;; >-u :;;< >-w ...... .. ~ ~rm ~ < ""' ~D"' O~N oa,m "3 ,ow<!: NZU ~ ~ I • C, ~ CJ) z1;1,1 w ~ ~IH <S~, ~ 0>Z!ljj Z(!j ....••• 8ffil ~ti _, :z ... = = <i. a.: Cl) I-z w -a: :'.2 I 5 <( Wo @ ~ > <( Cl) ' _J ~ ~ g) -~ "? ~ 0.. "" W CL 6: :z :'.S ~ 0 ~o 0.. -a.. ~ <(I~ ~ ~ CIJ z oz ~ I-..J 0 <( ~ ~ <( I-~ z a: w ~ 0 u 0 CD 0 t; Ow w ..J ~ w 65 REVISIONS: DRAWN BY: CHECKED BY: CAD PAB RECORD DRAWINGS DATE: 08/01 /07 E-1.2 SHEET OF RJC#: 0223 XREF: 1/ I 1 ,, ' ' /1/ • MAKE CONNECTION TO -----/.'-1--- W.H. PILOT IGNITER I ! 4 # /--~ ) I \ ; i ' 4 SI 3a -0,=>-SO"a ,-.Y~-•-•-~=;-"'-•---,=~-~,-ss ·------"""'"" ·-·--,, ~· 2, ·--WP ••. i \ ;, ab I I I _,_.~,:_-·~--~_j -ttt- PlAN ONLY SHOW THE MINIMUN POWER RECEPTACLES , , r REQUIREMENT FOR THE CONCESSION VENDOR SPACE. ALL '1 ! KITCHEN EQUIPMENT ELECTRICAL POWER OUTLETS (LE. 1-------!•,,-/jjl-■., T~. • ..... , FOR COFFEE MAKER, REFRIG/FREEZER, RANGES, OVEN, ETC.) TO BE SUBMITTED TO ,THE BUILDING DEPARTMENT FOR APPROVAL AND INSTALLED BY VENDOR UNDER SEPARATE CONTRACT AND PERMIT. ' i-·-:r, -· -· ---·--1 ' ' 4 1ST FLOOR ELECTRICAL FLOOR PLAN A1 1a \ ' \ $ 3b \ FC-1~ ® ~ \ ~ 3b -Ht -\ +42" 4 4 \ ' 1a 1a 3a 5 ~~ab 156 • F 4 1o 1a /'-+H-Ho 3b FC-15,17 3b .PANEL "Fe" '---A-4.6 \ \ A1 4 1a \ \ PEDESTAL TYPE PUBLIC PHONE \ <i,>---1 "C WITH 1 TEL CABLE r.1"---1.-L.J__:_I --FC-9 f :1 I 1"C,3#120 ' C----t,(-I , I WP/ i I 4 1 I ' ' i I 4 MAIN TELEPHONE BACKBOARD "MTT" 36"W.x 8'H.x 3/ 4" THICK PLYWOOD BACKBOARD PAINTED WHITE. "-------30A RECEPT. MOUNTED ADJACENT TO ROLL-UP DOOR (3/ 4HP) CONTROLLER SCALE: ¼' = 1'-0' 1 REFERENCE NOTES: (D PROVIDE BETWEEN RAFTERS PHOTO-CELL WITH "4S" WEATHERPROOF BOX AND STAINLESS STEEL COVER PLATE AND SCREWS, (WITHIN TOILET AREAS ALL LIGHTING CONTROL BY BOTH TIME CLOCK AND PHOTO-CELL, THE PHOTO-CELL SHALL MEASURE FOOT CANDLE LEVEL WITHIN TOILET AND TURN OFF LIGHTS DURING Tr-IE DAYLIGHT PERIODS), (I) PROVIDE ALL LABOR AND MATERIAL REQUIRED TO CONNECT WATER HEATER PILOT IGNITER, Q) PROVIDE PROGRAMMABLE TIME CLOCK 8 CIRCUrf CONTROL CONTACTS (INTERMATIC #ET70815CR) FOR THE CONTROL OF PANEL BOARDS (LIGHTING RELAYS -SEE PANEL SCHEDULES) AND MANUAL CONTROL INPUT FOR POLICE DEPARTMENT USE (BEACH CLOSURE). (£) PROVIDE PROGRAMMABLE TIME CLOCK 4 CIRCUIT CONTROL CONTACTS (INTERMATIC #ET70415CR) FOR THE CONTROL OF CONCESSION TENANT PANEL BOARDS (LIGHTING RELAYS -SEE PANEL SCHEDULES), @ FOR FUTURE CONNECTION OF KITCHEN EQUIPMENT (BY VENDOR) PROVIDE FLUSH IN FLOOR HUBBELL CAST IRON FLOOR BOX COMPLETE WITH TRIM RING, COVERPLATE. (NOTE: PRIOR TO FINAL PLACEMENT OF FLOOR BOX, THE CONTRACTOR SHALL VERIFY FlNAL LOCATION WITH ARCHITECT.) @ PROVIDE 3/4"C.,1#6 CU GROUND BONDED TO MAIN COLD WATER LINE. (j) CONDUIT HOMERUN HAVE BEEN OVERSIZED TO ALLOW FOR FUTURE KITCHEN EQUIPMENT BRANCH CIRCUITRY WIRES AT A LATER DATE (BY VENDOR). @ PROVIDE AND MOUNT ABOVE DOOR HEADER PHOTOLUMINIOUS EXIT SIGN, GREEN LETTERS, BRUSH ALUMINUM FINISH (MFR. BY SAFESIGN #UC0383720-BX2-GN-1-BR/SM NO EQUAL). ® FOR THE CONNECTION OF FLY FANS PROVIDE 30A,2P MOTOR RATED SWITCH AND MAKE ALL FlNAL CONNECTIONS. CONTRACTOR SHAU. LOCATE SWITCH ADJACENT TO FLY FANS. ON "" Oo Oo "'"' "'"' ~~ mm ., ., mm IX ~~ ii • i ~ ~ 5ll!II <( 0 ia:1111 i Zc:, •• •• ••• 8i51 ~i! _, z = = <( a.: REVISIONS: m 0 0 N ' ~ i ~ ~ 0 ~ 'C ~ u < ~ < • i " j ~ @) c; ~ z Q i ~ :J DRAWN BY: CAD CHECKED BY: PAB RECORD DRAWINGS DATE: 08/01/07 E2.1 SHEET OF - RJC#: 0223 XREF: I / / i' ' ' i i 2ND FLOOR/ROOF LEVEL ELECTRICAL PLAN / i / / ' ' ! I I ! I / .! I II II I ! ! ! I ' "•"·~-·-·-~, ... ··-·-·--~ I • --·---/ ' ' i -----------·-------. --------------·- @)TYPE "C" I 0 ! ]: I' ,, 'P i 4 @)TYPE "c" \ #10 « ~C-2,4 TO BE PEDESTAL FLOOR MOUNTED ! A-6 ! ! i I 0 A-6,21,23 ./// / / /// /// / / / #1 / /~ ------------~-~-,---=" ''"""'·'-''" _____ ---------------. @)TYPE "C" I I I / I ! I ! I / / ! ' l ! ! / I / / .' i I ! I ' ' ! SCALE:¼"• 1'-0' 1 REFERENCE NOTES: (D PROVIDE BElWEEN RAFTERS PHOTO-CELL WITH "4s" WEATHERPROOF BOX AND STAINLESS STEEL COVER PLATE AND SCREWS. (LIGHTING CONTROL BY BOTH MOTION SENSOR AND PHOTO-CELL. THE PHOTO-CELL SHALL MEASURE FOOT CANDLE LEVEL WITHIN TOILET AND TURN OFF LIGHTS DURING THE DAYLIGHT PERIODS). (D PROVIDE AND INSTALL 30AS, 1 P WEATHERPROOF FLSED DISCONNECT SWITCH AND MAKE ALL FINAL CONNECTION TO SF-2 HVAC EQUIPMENT. (D PROVIDE AND INSTALL COMBINATION 30AS, 2P, 30AF WEATHERPROOF FUSED DISCONNECT SWITCH WITH SIZE "1" MAGNETIC STARTER AND MAKE ALL FINAL CONNECTIONS TO SUPPLY FAN SF-3. Q) PROVIDE AND INSTALL COMBINATION 30AS, 2P, 30AF WEATHERPROOF FUSED DISCONNECT SWITCH WITH SIZE "1" MAGNETIC STARTER AND MAKE ALL FINAL CONNECTIONS TO HOOD EXHAUST EF-2 ANO SUPPLY FAN SF-1. @) MOUNT BETWEEN RAFTER ON UNDERSIDE ROOF WEATHERPROOF OUTLET BOX (FULLY GASKETED) AND PENDANT MOUNT LIGHT FIXTURE. NOTES: 1. UNLESS OTHERWISE NOTED ALL CONDUITS RUN EXPOSED WITHIN LIFEGUARD OBSERVATION STATION AND STORAGE AREA SHALL BE EMT GALVANIZED TYPE PAINTED WITH RUST RESISTANCE PRIMER PAINT (PAINT TO MATCH ARCHITECTURAL FINISHES) TO REDUCE SALT AIR EROSION. 2. ALL EXPOSED CONDUIT RUN OUTSIDE OR ON ROOF SHALL BE IMC GALVANIZED TYPE, PAINTED WITH RUST RESISTANCE PAINT (PAINT TO MATCH ARCHITECTURAL FINISHES) TO REDUCE SALT AIR EROSION. 3. ALL OUTLET JUNCTION BOXES INSTALLED WITHIN LIFE GUARD OBSERVATION ROOM AND/OR EXPOSED OUTSIDE SHALL NEMA "3R" TYPE WATERTIGHT JUNCTION BOX COMPLETELY GASKETED AND WITH STAINLESS STEEL COVERPLATE AND SCREW. 4, PRIOR TO ANY CONDUITS AND OUTLET BOXES ROUGH-IN CONTRACTOR SHALL VERIFY EXACT PLACEMENT OF ALL MECHANICAL EQUIPMENT WITH MECHANICAL DRAWINGS. M g N ! ,: ON i ~~ li oo Oo ~ "' "' • ~ "'"' u ~~ C a ~~ ll ~~ • ~~ i xx " C ~~ ,; ~ ~ g (9 ~ ~ -~ ~,; ~u C:< >-w -. <= ~ e-m ~ < «"' ~o~ O~N 0 ;.~ as row< NZU tJ ~ ;;; ,._o,Ess, ~ \·1. Sit ~ "' '<' iJ a NO. 0: p Ii • ja,~ Cl) ~ i=ffi 11 Ii!, ' ;.iw <'.S lil! ~ iza111 za .... 1 .. 811 ~i <( ., ~ = = <( 0.: z ~ j a.. z ~ w ~I w a: ...J <( Wu w ~ ><( U) I ow d, • "' C, ~ 0:: ID "' _J ' ~ Q_ 0 .., w a.. Ii: z ...J :s 0 ~o Q_ ID -a.. ~ <( I~ ~ ~ -rn z oz ~ rn ,... 0 ~ w <( ~ ,... () a: w~ ~ z u 0 0 CD u 0 0 -w 0 a: ~ <( 8 I-w Cl) LL ::J REVISIONS: DRAWN BY: CAD CHECKED BY: PAB RECORD DRAWINGS DATE: 08/01/07 E2.2 SHEET OF - RJC#: 0223 XREF: RESTROOM BULDING t1 AND t2 ELECTRICAL PLAN (2) 1"co.7 TO CONCRffi PULL BOX FOR FUTURE BEACH CLOSURE LIGHTING CONNECTIONS - SHEET E1.1 PANEL APPLY TO BUILDING #1 ~ 120/240 VOLTS PANEL "RBI" MAIN BKR: 70A/2P ~ ~ ~ I:] ~ I PHASE LOCATION RESTROOM BUILDING #1 100A A. BUSSING ~ u, ~ ~ 1';! t5 § 0 3 WIIIE FLUSH MTG. "' 0 z ~ z _,., z 5 ,;; "' 0 ~ 0 '-' ~ t VOLT AMPS LTG LTG VOLT AMPS t ::, w w "' LOCATION OR REC MlS ClR BKR BKR CIR MIS REC OR LOCAnON °' ♦A ♦B LCL LCL ♦ A ♦ B --t MAINT,/PIPING CHASE LTS/REC ~,o 5 3 I ' 20/1 20/ ' --I ~so WATER HEATER : -- 1 1 !:: TOILETS LTS eoo 20 -3 20/1 -/2 4 --I ~!;O WITH CIR. #2 --. 2 2 t EXTERIOR LIGHTS IOOO & -s 20/i 20/ • --I 0 SPARE -2 2:s 3 3 e BEACH CLOSURE LIGHTS 121S ?. --' ZOii /2 8 --I 0 WITH C!R. #6 2 2,5 ~ - --i= AUTOMATIC VALVE SENSORS IOOO . -I 9 20/i . '° - - -0 SPACE --- ---SPACE 0 ---" . . " --. 0 SPACE -- --;: SPACE 0 --. ,, -~ --·-~ -'4 ---0 SPACE -- : SPACE 0 -. . H5 . -,. . . -0 SPACE ------. ! I I : ~ ♦ A, 41W VOLT AMPS ♦ B, 3325 VOLT AMP& - c TOTAL CONNECTED LOAO: 150!:> WATT& OR 31.3 AMP& ., 240 VOL TS • I ~ : e LCL: 6505 VOLT AMPS x 125% = 8131 VOLT AMPS : : FOL: 9131 VOLT AMPS OR 38.0 AMPS - : PROVIDE WITHiN TOP SECTION (SEPARATE COMPARTMENT OF PANEL BOARDl THE FOLLOWING 120V ELECTRICALLY HELD RELAYS: : (1l 120V, 20AMPS RATED 2PN/O ELECTRICAL HELD RELAY (TOILET L!GHTS (1) 120V, 20AMPS RATED 2PN/O ELECTRICAL HELD RELAY (EXTERIOR LIGHTS) -(2 120V, 20AMPS RATED 2PN/O EECTRICAL HELD RELAYS (PARKING LOT LIGHTS) (1) 120V, 20AMPS RATED 4PN/O ELECTRICAL HELD RELAY (BEACH CLOSURE UGHTSf 1. CiRCUIT TO BE CONNECTED TO RELAY 1 AND CONTROL BY PROGRAMMABLE TIME CLOCK (LEVEL 1 -TOILET /OFFICES) 2. CIRCUIT TO BE CONNECTED TO RELAY 2 ~ND CONTROL BY PROGRAMMABLE TIME CLOCK (LEVEL 2 -EXTERIOR LIGHTS) 1 CIRCUIT TO BE CONNECTED TO RELAY 3 AND CONTROL BY PROGRAMMABLE TIME CLOCK (LEVEL 3 -BEACH CLOSURE LIGHTS) 4. CIRCUIT TO BE CONNECTED TO RELAY 3 ~.ND CONTROL BY PROGRAMMABLE TIME CLOCK (LEVEL 4 -PARKING LOT LIGHTS) 5. PANEL HAS BEEN SIZE FOR FUTURE PARKING AREA LIGHTING LOADS OF 7150 VA PANEL APPLY TO BUILDING #2 ~ 1201240 VOLTS PANEL "R62" MAIN BKR: 70.A/2P --' ~ ~ U) ~ I PHASE LOCATION RESTROOM BUILDING #2 100A A. BUSSING U) w ~ --' g t5 0 ~ ~ Sc 3 WIRE FLUSH MTG. z z / 0 0 ,ii "' '-' '-' <C ~ :::e 0 VOLT AMPS LTG : I ILTG VOLT AMPS > w ;:::-"' LOC.ATION OR REC MIS CIR BKR BKR CIR MIS REC OR LOCATION "' ♦A ♦ B LCL 1LCL ♦A ♦B ---MAINT,/PIPING CHASE LTS/REC ~30 ;; 3 I ' 20/1 ~ 20/ 1 --I 12!',0 WATER HEATER -- 1 1 -TOILETS LTS 600 20 -3 20/1 /2 4 . . I 1250 WITH CIR. #2 --- 2 2 " EXTERIOR LIGHTS IOOO 8 . 5 20/1 20/ 6 - - I 0 SPARE -2 2,5 3 3 c: BEACH CLOSURE UGHTS 121S 3 --7 20/1 /2 8 - - l 0 WITH CIR. #6 2 2,5 --AUTOMATIC V.ALVE SENSORS IOOO I 20/1 0 SPACE --. -9 ,0 . - - - --. SPACE 0 . --" -. 12 -- - 0 SPACE -- --SPACE 0 ---,, . -14 ---0 SPACE -- --SPACE 0 --. " --. ,e . --0 SPACE --- ------I I ! I -! ♦A• 4180 VOLT AMP$ ♦ B, 332!; VOLT AMPS ~ TOTAL CONNECTED LOAO: 750!:> WATT& OR 31.3 AMPS " 240 VOLT& • I ~ - -LCL: 6505 VOLT AMPS x 125% = 8131 VOLT AMPS ~FOL: 9131 VOLT AMPS OR 38.0 AMPS - PROVIDE W1THIN TOP SECflON (SEPARATE COMPARTMENT OF PANEL BOARD') THE FOLLOWING 120V ELECTRICALLY HELD RELAYS - -\1l •zov, 20AMPS RATED 2PN/o ELECTRICAL HELD RELAY (TOILET uGHTS (1) 120v, 20AMPS RATED 2PN/o ELECTRICAL HELD RELAY (EXTERIOR LIGHTS) - 2 120V, 20AMPS RATED 2PN/0 ELECTRICAL HELD RELAYS (PARKING LOT LIGHTS) (1) 120V, 20AMPS RATED 4PN/O ELECTRICAL HELD RELAY (BEACH CLOSURE LIGHTS) 1 CIRCUIT TO BE CONNECTED TO RELAY 1 AND CONTROL BY PROGRfa,MMABLE TIME CLOCK (LEVEL 1 --TOILET /OFFICES) 2. CIRCUIT TO BE CONNECTED TO REL~Y 2 AND CONTROL BY PROGRAMMABLE TIME CLOCK (LEVEL 2 -EXTERIOR LIGHTS) .3. CIRCUIT TO BE CONNECTED TO RELAY 3 AND CONTROL BY PROGRAMMABLE TIME CLOCK (LEVEL 3 -BEACH CLOSURE LIGHTS) 4. CIRCUIT TO BE CONNECTED TO REL~Y 4 AND CONTROL BY PROGRAMMABLE TIME CLOCK (LEVEL 4 -PARKING LOT LIGHTS) 5. PANEL HAS BEEN SIZE FOR FUTURE PARKING AREA, LIGHTING LOADS OF 7150 VA WALL MTD. .-------OUTLINE OF WEATHERPROOF 2 GANG OUTLET BOX. OUTLINE OF WEATHERPROOF OUTLET BOX MOUNTED ON FLUSH IN ELECTRONIC AUTOMATIC SHUT OFF TIMER SWITCH INTERMATIC #El15MH* -1--0UTLINE OF CLEAR ll I LIFT COVER C, !Bl -1--~-GFCI DUPLEX RECEPTACLE ll I C, PROVIDE FLEX-GUARD 2 GANG WEATHERPROOF OUTLET BOX WITH CLEAR COVER MANUFACTURE BY INTERMATIC WP1110C WITH 2 GANG WP217 AND CASKETED SWITCH/DUPLEX DETAIL • A' NOT TO SCALE: WALL OR BETWEEN RAFTER. 00 --:11...--1·-ADJUSTABLE LIGHT FIXTURE TYPE "C". TYPICAL 3 UNLESS OTHERWISE NOTED. CEILING MTD. DIRECTIONAL BEACH CLOSURE FLOOD LIGHT DETAIL •s• NOT TO SCALE: SCALE:¼'= 1'-0" 1 REFERENCE NOTES: (D PROVIDE BETWEEN RAFTERS PHOTO-CELL WITH "4S" WEATHERPROOF BOX AND STAINLESS STEEL COVER PLATE AND SCREWS. (WITHIN TOILET AREAS ALL UGHTING CONTROL BY BOTH TIME CLOCK AND PHOTO-CELL. THE PHOTO-CELL SHALL MEASURE FOOT CANDLE LEVEL WITHIN TOILET AND TURN OFF LIGHTS DURING THE DAYLIGHT PERIODS). 0 PROVIDE, INSTALL AND CONNECT TIME SWITCH AND GFCI DUPLEX RECEPTACLE ALL MOUNTED IN WEATHERPROOF 2 AND OUTLET BOX (WITH CLEAR COVER), +45"AF.F. THE TIMER LIGHT SWITCH SHALL BE CONNECTED IN PARALLEL AND CONTROL AND SHALL CONTROL ALL LIGHTING WITHIN THE MAINTENANCE CHASE AREAS . 0 PROVIDE FLUSH IN WALL +45" A.F.F. NEMA "3R" ENCLOSURE WITH LOCKABLE STAINLESS STEEL HINGED DOOR. WITHIN ENCLOSURE PROViDE BY-PASS TIMER SWITCHES FOR OPERATION OF THE EXTERIOR LIGHTS AND BEACH CLOSURE LIGHTS TO ALLOW MAINTENANCE CHECKS BY CITY EMPLOYEES DURING THE DAY TIME PERIODS). 0 PROVIDE 30A,2P (WP) DISCONNECT SWITCH AND ALL LABOR AND MATERIAL REQUIRED TO MAKE CONNECTION TO WATER HEATER. ® WALL MOUNT BELOW THE UNDERSIDE ROOF LINE LEEVE WEATHERPROOF OUTLET BOX (FULLY GASKffiD) AND PENDANT MOUNT LIGHT FIXTURE - SEE DETAIL "B" THIS SHEET. © PROVIDE OUTLET ABOVE DOOR (BETWEEN RAFTER) FROM OUTLET BOX CONNECT 1/2"C ,2#14 TO ELECTRIC DOOR LOCK STRIKE RELEASE. COORDINATE INSTALLATION WITH DOOR HARDWARE MANUFACTURER. (j) FOR POLICE DEPARTMENT USE ·-PROVIDE FLUSH IN WALL +45" A.F.F. NEMA "3R" ENCLOSURE WITH LOCKABLE STAINLESS STEEL HINGED DOOR. WITHIN ENCLOSURE PROVIDE BY-PASS SWITCH FOR THE DOOR LOCK RELEASE TO TOILETS. 1. NOTES: UNLESS OTHERWISE NOTED ALL CONDUITS RUN WITHIN MAINTAINENCE/PIPING CHASE SHALL BE IMC GALVANIZED TYPE PAINTED WITH RUST RESISTANCE PRIMER PAiNT TO REDUCE SALT AIR EROSION. 2. ALL EXPOSED CONDUIT RUN WITHIN TOILETS RESTROOM AREAS AND UNDERSIDE OF ROOF CANOPY SHALL BE IMC GALVANIZED TYPE, PAINTED WITH RUST RESISTANCE PAINT (PAINT TO MATCH ARCHITECTURAL FINISHES) TO REDUCE SALT AIR EROSION. 3. ALL OUTLET JUNCTION BOXES INSTALLED WITHIN MAINTAINENCE/PIPING CHASE AREA AND/OR EXPOSED OUTSIDE SHALL NEMA "3R" TYPE WATERTIGHT JUNCTION BOX COMPLETELY GASKETED AND WITH STAINLESS STEEL COVERPLATE AND SCREW. :, 0 N ' li ON i ~ro ~ oo Q Oo JJ ~~ le ~~ u ~~ C • ~~ • • vv 1' ~~. " CCX • • ~~ " ~ e Iii • C, ~ ~ 5ffll 1 I' iw cJ Iii! ~ sli1::1 _, z ra;;i = = <i. a.: CJ) z <( I-...J z a.. w ...J <( 0:: ::EI 0 <( Wo ~ ::E ~ ii) ; -w ...J a: OJ '? ...J a. "" w W CL~ :;a;; I _, 0 ::E ~ a. ~ <( :i: ~ ,,. ~ ~ • z oz ~ ~ C, 0 <( ~ ~ t-Q z ...J a: w ~ 8 OJ 0 CD-~ () 0 w 0 I-0 <( ~ I-CJ) ~ REVISIONS: ffi 4/25/04 RFI CLARIFICATION REVISIONS DRAWN BY: CAD CHECKED BY: PAB RECORD DRAWINGS DATE: 08/01 /07 E-2.3 SHEET OF - RJC#: 0223 XREF: I ' I (~·· \ . ~ .. SITE KEY MJfP -, .. ~f~;: Q w " "' :'i z w "' 0 0 w u " 0 w "' '= 0 w >-z "" "' "" " " >-0 . • • :: : ,·:-·"·:: -~ z "' w • ·i ··4 , . ' ~ <( u V1 . ! >-0 '" "' "' 0 u ,. "' °' X w "" "' X w N vi >-z w ::, " u 0 0 ~Ll ~j- ~ <( z 15 "' 0 ,.: >-"' .........__ w 0.. 0 "' 0.. u z .,,-. "' ti "' -" u X "' < e ·-~ o G Q. w "' ., "' >-z w >-z 0 u , ' I t. ; ' l ------------------~-------·------- / . . r . ' ;/ i . , ,.._ .' / I / '1 ! /. ,. / • 1 1 \ • j 1 ., I •••••••••••••• • • • • • • • • • • ••••••• • • • • • • • • • • • • • • • • • • ••• • • •••••• • • • • • • CorOria=·1Del Mar State Beach Concession Stand FUJI GRILL at ti.a 8oaela TENANT IMPROVEMENT 3029 OCEAN BLVD. NEWPORT BEACH, CA 92660 GENERAL NOTES 1. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING THE PROJECT TO FAMILIARIZE HIM/HER SELF AS TO THE EXTENT OF WORK REQUIRED AND EXISTING CONDITION. 2. CONTRACTOR SHALL VERIFY ALL JOB SITE CONDITION AND DIMENSION. 3. ALL MATERIALS LISTED IN THIS PROJECT SHALL BE NEW AND FURNISHED BY CONTRACTOR, UNLESS OTHERWISE NOTED. 4. CONSTRUCTION DEBRIS SHALL BE REMOVED ON DAILY BASIS BY THE CONTRACTOR. DUST CONTROL SHALL BE PROPERLY MAINTAINED AT ALL TIME. 5. THESE DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH APPLICABLE CODE AND SPECIFICATIONS. 6. CONTRACTOR SHALL NOTIFY ALL UTILITY AGENCIES, FIRE DEPT. AND POLICE DEPT. 48 HOURS PRIOR TO COMMENCING THE WORK 7. CONTRACTOR OBLIGATES HIM/HER SELF TO COMPLETE ALL WORK OF CONTRACT WITHIN SIXTY(60) WORKING DAYS, STARTING ON DATE OF WHICH HE WILL BE NOTIFIED IN WRITING ON PRE-CONSTRUCTION MEETING. 8. NEATLY REPLACE, PATCH AND FINISH IN KIND, ADJACENT SURFACE OR FEATURES DISPLACED OR DISTURBED IN PERFORMANCE OF ALTERATION WORK. MARK JOINING OF NEW AND EXISTING WORK AS IN CONSPICUOUS AS POSSIBLE. UPON COMPLETION OF WORK THERE SHALL BE NO DISCREPANCY BETWEEN NEW WORK AND EXISTING WORK. BROKEN CUT UNIT SHALL BE REPLACED WITH NEW WHOLE UNIT. FIRE DEPARTMENT 1. KITCHEN FIRE SUPPRESSION SYSTEM IS DEFERRED SUBMITTAL AND SHALL BE APPROVED AND REVIEWEb UNDER A SEPRATE AND PERMIT. 2. PROVIDE ONE 2A 1 OBC FIRE EXTINGUISHER. CONTRACTOR SHALL CONTACT FOR PRECISE LOCATION . During the business hours, number of employees shall not 'exceed four (4). J-~ f: r ;3-3t>-PJ' --- CITY OF N£WPOIII' llEAat BUILDING DEPAlll'MENT project data and code summary PROPERTY INFORMATION: ADDRESS : 3029 OCEAN BLVD. NEWPORT BEACH, CA 92660 ASSESSOR'S PARCEL # : 296-401...:.08 OWNER CITY OF NEWPORT BEACH ADDRESS CONTACT TELEPHONE 3300 NEWPORT BLVD. P.O.BOX 1768, NEWPORT BEACH, CA LLOYD DAL TON 949-644-3275 TENANT(APPLICANT) Fuji Grill Inc. ADDRESS • CONTACT TELEPHONE ARCHITECT 1400 N. HARBOR BLVD., SUITE #555 FULLERTON, CA 92835 JOHN J. LEE 714-449-8420 pac-rim Architects, Inc. ADDRESS : CONTACT : TELEPHONE 7601 COMMONWEALTH AVE., BUENA PARK, CA 90621 KAY LEE, AJA. 714-739-5181 BUILDING ANALYSIS APPLIED CODE • BLDG. USE : 2007 CBC, CEC, CMC AND CPC. CONCESSION STAND CONSTRUCTION TYPE • V -N(EXlST. BUiLT ON 2007) V -B(PER CBC. 2007) OCCUPANCY GROUP PROP. T.I. AREA OCC. LOAD : B/A-2 1,063 SF. 5.3 PERSONS(l/200 SF.) DRAWING INDEX SHT. # DWG. # SHEET TITLE 1 OF 12 T1.1 2 OF 12 A1.1 3 OF 12 Kl .1 4 OF 12 K1.2 5 OF 12 AD.1 6 OF 12 ADA 7 OF 12 P.1 8 OF 12 P.2 9 OF 12 M.1 10 OF 12 E.1 11 OF 12 T.24.a 12 OF 12 T.24.b COVER SHEET OVERALL SITE PLAN FLOOR PLAN & R.C.P. EQUIPMENT PLAN & SCHEDULE KITCHEN HOOD DETAIL ENLARGED PLAN & DETAILS TYPICAL ACCESSIBILITY DETAILS PLUMBING PLAN ISOMETRIC HVAC PLAN & DETAILS ELEC. PLAN & SCHEDULE ' T-24 ELEC. NOTES T-24 MECH. NOTES # ITEM DATE BY 0 @Csu@ 0 C?Duuu ARCHITECTS, INIC. ARCHITECT • PLANNER • ENG1Nf¥ER ADDRESS: 7601 COMMONWEALTH AVE., BUENA PARK, CA 90621 TEL. 714-739-5181 FAX. 714-739-5206 CONTACT: KWANG S. LEE, AIA. \ •. \· , I-~ ~ z -I :c Ill ~ ~ :i w m ~ Ill ... > a: .... 0 .... 0 A, ~ a: == w A. z ..I :E • D -II :i -1111111111 a: I-m z C, z ,c -◄ w u -, z 0 :, Ill O'I II. N I-0 M ~rn][g[g'jj' 'jj'Q'jj'[1[g g coversheet DESIGN BY I :}~; ~ ~ o, DATE K. LEE JAN. 28, 20DS . DRAWN BY DATE P. LEE JAN. 28, 2008 CHECKED BY DATE K. LEE JAN. 28, 2008 -'-'-'--='=------'=.='--=='-==--~ PROJECT NUMBER '--· I APPROVAL OF THESE PLANS DOES NOT CONSTfTUTE EXPRESS OR IMPLIED AUTHORIZATION TO CONSTRUCT ANY BUILDING IN VIOLATION OF OR INCONSISTENT WITH THE ORDINANCES, PLANS, AND POLICIES OF THE CITY OF NEWPORT BEACH THIB APPROVAL DOES NOT GUARANTEE THAT THESE PlANS ARE IN ALL RESPECfS IN COMPLIANCE WITHCITY, BU1LOING. AND ZONING ORDINANCES PLANS ANO POLICIES. THE CITY OF NEWPORT 8Eo\CH RESERVES THE RIGHT TO REOUiREANY PERMITTEE TO REVISE THE BUILDING STRUCTURE OR IMPROVEMENT AUTHORIZED BY THESE PlANS BEFORE, DURING OR AFTER CONSTRUCTION, IF NECESSARY TO COUPI..Y Wllff THE "'SH""E""ET""""N""U""MB""E"'R______ I. =~:·:==Of~;~ ~ ;!t~q#{, e Jif:926, v ' ft:,\ tu 0 2°'d JL easJ .'fl3, (oJJ It +fb /$'--, APP~otl!-3 ..-e>$ 1 @l? 12 I d s eci1ications are M ~ ihese p\ansd•~nd ~pproved 1or l DRAWING NU BER I accepts the requirements o T. 1 ~ compliance to \ Codes ca111on\a auild ng \ans shall not The stamping ~f the~eb~ an approval at • ~ be held to ~errO!; ~~~ provisions~any ~ the \lio\at1on o s or state law ord\nanc Date· ;:.~~~-5~' •• "" ~) --------- ~-~-----------------------------------------------------------------------------~-- . ' , . . ,. . i.u . . ·z. -: ..J ' . •. - ' . ! . . "i0• ' • ' I L \ /" -··--·:7~-·: •.. -·---. . . . CJMS. .• ... . . . • · 12 'i- .. .... ,-~ ..... . . . ....... _. __ .. ·,• • MAT.CH LINE -SEE SHEET C-2.04 . . . . . SLOPE To D~N -- . .··'\ ._:L • •. . ,. . ..·_) .. . _.:. \·' ... • -. ' -•·. ,I.._ I . . -__ ,. __ . •· ...... , ........ '·····--· .... ...... . ...... " .. . ·., _CASE I . {i ID -~ ,...\:~ fl -lr u . '. 1---=" SLOPE . . . . 3' o.c. \ . \ \ • l \ \ .\ \ . • \. ,. . \ . •. . ~-\ • . -..-···;. . . ' . . . ---· . s,5. . .. , . .....-:--;_ .. •.• . • •• ·. : \ .\ ,. . . W' ·:---- \ . \ \· ...J \ • 1' .• UMff OF \ . GRADING \ .. . . \ • \ \ .. . . \ .. \ ,. \. \ \ . \ .• . . ON .... Oa,. Oo . . .... .... .,., . --~~ : :: . .. ,:,,:(t. ·:· > ~·:: ·:.-;-'··· ... . . . , . . \ . ·ij~ ... f • • • I \ ' I I. ; I I ' ' "' 0 0 w 0 ::, 0 w "' '= 0 w r-z <( "' <t ::, "' r-e, w "' °' 0 0 X "' w N "' r-z w "' ::, 0 0 0 .J <( z: i5 a: 0 u z w "' <( "' r-z: w r-z: 0 0 11~11 N. C. ~ $ I I ::=:::H:<'. 11 I I =>H=:=:: I I [l%J] 11~11 =ICJ=E=Y=M=rA=P===m MT.5 2 1 I I >e<::: I I I I ::>es=::: I I reflect ceiling plan legend LIGHTING FIXTURE(12"x48'') W/ LENS 2-.32W FLORESCENT LAMPS. BATTERY PACKED EXIT SIGN W/ DBL. HEAD LIGHT EXHAUST FAN. A/C SUPPLY DIFFUSER. A/C RETURN REGISTER. KITCHEN HOOD MAKE-UP AIR SUPPLY IL ' (Q I ' er, lO 7' -0"( ±) i----, V.I.F. rCD ' . I r 4 ' c:, I (.D STORAGE1 -SEE ENLARGED PLAN j 104 I ~100>)' I ,~ij e I RESTROOM ~ r~ Q (L a RD} Le:. --! ::,: ~ '-~ • ~'----,I-----' ------.---,~IT' --_______ / ' [ st- I (Q - ~ -, I A 't---.---f COUNTER 1101 j t-;;,.;;--lii-+-11'-t--'-'A .F.D "Ii I\ ~ ~ --~-- 5 1-41' F.D JIil JI F.D r@ 4 ---_ -_ ~CHEN I 102_1-----K/TCJ:JftniO[J/)-AOOVE ----------· ·--·--·-··-·---':Co ' (Q I (Q I ;-(!) EXIST. WALL ) \\ \ v-0 J F.Dt--(! ~ ~ ~ ] • COUNTER st- I 1101 I 00 - I\ (A I\ ~ ~ (Q I 9'-10" s·-10" er, IJ') ' 'f- I lO ""' ----cl EXIST. WALL I I I I floor plan regend 1?2?21/,1//21 NEW WALL(SEE CONST. NOTE #2) EXIST. WALL TO REM/IN. NEW DOOR EXIST. DOOR TO REMAIN CONSTRUCT/ON NOTE F.D FLOOR DRAIN F.S FLOOR SINK V.I.F. VERIFY IN FIELD construction notes 1. PROTECT IN PLACE EXISTING CMU. WALL. 2. CONSTRUCT INTERIOR PARTITION WALL FULL HEIGHT TO CEILING W/ 4"x24GA METAL STUD @ 16" O;C., SEE DETAIL ON DWG. ADJ. .3. PROVIDE EXIST. CMU. WALL OPENING TO RECEIVE WINDOW, SEE DETAIL ON DWG. ADI. 4. INSTALL FIRE EXTINGUISHER(2A/OBC). CONTECT FIRE DEPT. FOR PRECISE LOCATION. These plans and specifications are accepted and approved for Compliance to the '?Quirements of Callfonia Building Codes The stamping of these plans shall ;~t i be held to permit or to be an appro a o the violation of any provislo;:,T;l;, ordinances or state law / \{ Approved by: ~ -_Dat : U Landmaonsultants g # ITEM DATE BY 0 lf2 (su@o [? D lillU ARCHl"ii"EC1'S, INC. ARCHITECT • PLANNER • ENGINEER ADDRESS: 7601 COMMONWEALTH AVE., BUENA PARK, CA 90621 TEL. 714-739-5181 FAX. 714-739-5206 CONTACT: KWANG S. LEE, AIA. 1 ta ~ z ~ i :c w $ ~ :I w m ~ w ... > a: .... 0 l 0 D, ;: a: w Ai z ,eJ :e • Q .,J > -lil!!lll! ...I a: ... ID C, z z cc -◄ w c., -, z 0 ::». 11&1 a, Ila I-s C') ®IXlITilrnu u□ul1uil ~ floor plan & R.C.P . DESIGN BY K. LEE DRAWN BY P. LEE CHECKED BY K. LEE PROJECT NUMBER SHEET NUMBER DATE JAN. 28, 2008 DATE JAN. 28, 2008 DATE JAN. 28, 2008 2 @[? 12 DRAWING NUMBER A1.1 3/18/2008 11:11:01 AM i I , .. 0 w -" "' _j z w "' 0 0 w u ::, 0 w "' 0 w >-z <{ "' <( ::, "' >-0 z "' 'j s( u (/J >-u w c: "' 0 u X ' ill "' "' w N iii >-z w "' ::, '-' 0 0 _J "' z 15 " 0 re "' w <L 0 "' "- c.J z (/J >-z w >-z 0 u equipment schedule: ITEM SOLID DOOR REACH-IN REFRIGERATOR HOSHIZAKI SUSHI CASE TRUE UNDER COUNTER REFRIGERATOR REFRIGERATED COUNTER, GRIDDLE STAND DUKE ELECTRIC STEAM TABLE 3 HOLE, 45" COOKING HIGH W/ CASTE CONNERTON MANUAL CONTROL GRIDDLE CONNERTON HEAW DUTY RADIANT CHAR BROILER ICE -0-MATIC CUBE ICE MAKER FRYMASTER-GAS FRYER (2) CONERTON 6x GAS BURNER AMERICAN RANGE SALAMANDER W/ BRACKET THUNDER RICE WARMER SHARP 38 CUP RICE COOKER SUPERIOR COMPACT COUNTERTOP MERCHANDISER JIMEX 3-COMP. SINK W/ PRERINSE DESK MOUNT FAUCET VEGGIE SINK BEVERAGE-AIR SANDWICH TABLE W/ CASTERS MOP SINK W/ FAUCET-6" SPOUT WATER HEATER WORK TABLE WITH 5" BACKSPLASH DROP-IN HAND SINK ROSITO-BISANI EXPRESSO GOFFE MACHINE SINGLE SHUTTLE COFFEE BREWER COKE DISPENSING EQUIPMENT SMOOTHIE DISPENSER (SUPPLY BY VENDOR) MILK SHAKE BLENDER CCI-AIR CURTAIN W/ MICROSWITCH WIRE SHELVING LOCKER TAYLOR SOFT SERVER FREEZER FOR ICE CREAMS & YOGURT notes: SIZE 78x30x85 48x12x11 49x30x36 112x32x27 59x23x45 36x30x10 36x27x46 30x3/x58 16x29x47 36x34x39 36x18x20 22x18 19x14 19x22x34 90x22x45 40x22045 72X29X45 21x21x41 16x15 28x25x20 10x17x29 22x30x48 27x33x60 MANUF./MDL.11 T-72 HNC-120M-L TUC48 871902 WB304 CG-36-M CRB-36 ICE-0400-W G14 CHP-636 ARSM-36 SEJ 2200 842018 210626 SSJ-18 SS1-18L SP-72-18 SSP-18 HS-1615W PORTOFINO DEL -2 24704 ICE-BEV COM-150 TAYOR-C902-WATER NOTE 115V-12AMP 115V-3A 115V-8.6A 115/60/1, STD 10,500 85,000 96,000 115V-13A 100,000 168,000 35,000 115V 120V, 15A 115V 115/60x11A TBD 208/220/60/16A 120V/15A 115/60/JA 5 COMPARTMENT 2.5 Kw 1. ALL FOOD-RELATED AND UTENSIL-RELATED EQUIPMENT MUST MEET "NSF" INTERNATIONAL FOOD SERVICE EQUIP. STD. 2. ALL FLOOR MOUNT TYPE EQUIPMENT, INCLUDING SHELVING, MUST BE SUPPORTED BY SIX INCHES HIGH, EASILY CLEANABLE LEGS, COMMERCIAL CASTORS OR COMPLETELY SEALED IN POSITION ON FOUR INCH HIGH CONTINUOUSLY COVED BASE OR CONCRETE CURB TO FACILITATE EASE CLEANING. 3. UTENSIL SINK SHALL BE PROVIDED THREE 18"X/8"X/2"(D) SINK W/ /B"X/8" DRAINBOARDS 4. PROVIDE A MINIMUM TW0(2) INCH CLEARANCE BETWEEN END WALL(S) AND THE 3-COMPARTMENT SINK, OR AN INTEGRAL END RETURN. THE END RETURN MUST EXTEND UP THE WALL AT LEAST EIGHT(B) INCHES AND BE SEALED TO THE WALL. 5. ALL SINKS, WORK TABLES SHALL BE CONSTRUCTED W/ STAINLESS STEEL. 6. OWNER WILL SUPPLY ALL EQUIP. 7. VEG.SINK, UTENSIL SINK AND CONDENSING DRAIN RING SHALL BE DRAIN THRU FLOOR SINK. 8. STAINLESS STEELSPLASH GUARD SHALL BE PROVIDED AT LEAST 12"(H) BETWEEN THE FOOD PREPARATION SINK AND UTENSIL SINK. WITH MINIMUM TW0(2) INCH CLEARANCE ON EACH SIDE OF THE SPLASHGUARD. THE SPLASHGUARD MUST EXTENDED OUT TO BE IN LINE WITH THE FRONT EDGE OF THE PREP. SINK. 9. 4-LOCKERS SHALL BE PROVIDED 12"WX18"DX36"H. 10. PROVIDE A MINIMUM TWO (2) INCH CLEARANCE BETWEEN END WALL AND THE 3-COMPARTMENT SINK. 11. WATER HEATER SHALL BE INSTALLED ON A FOUR(4) INCH HIGH CONCRETE PLATFORM. 12. SHELVING UNIT 21 " IN STORAGE ROOM AND 34' IN KITCHEN. (TOTAL 34 '+ 21 "=34'-21 ') 13. ALL FLOOR SINKS MUST BE AT LEAST HALF-EXPOSED UNDER THE CURB MOUNTED EQUIPMENT, OR BE IN LINE WITH THE FRONT FACE OF ELEVATED FREESTANDING EQUIPMENT, AND LOCATED WITHIN 15 FEET OF THE CONDESATE PRODUCING EQUIPMENT. 3' S"l'ORAGE 1104 j I POS I COUNT£ 11011 9 floor plan regend £ 11011 F.D F.S KITCHEN EQUPJMENT SEE SCHEDULE ROOM NUMBER -FLOOR DRAIN -FLOOR SINK RESTROOM ~ 2 14'x4' EXHAUST HOOD ABOVE SEE owe K 1.2 F DETAIL. OFFICE J 1os j 2 INSTALL s/s SPLASHGUARD BETWEEN UTENSIL SINK AND PREP. SINKS££ NOTE #8 4 ------- KITCHEN 3 ~ IA IA A1~;==;a=~I I 7 2 5 ffi 0 18 ------~ 1 4 6' = OUNTEi 11011 I ns and specifications are These P a d proved for ac~eptedt a~heaiequirements of carnp\1ance O . 1 Codes Califon la Build 09 \ans shall not The stamping ~f t~~~t~ al"\ approval of be he\~ to l?erm~t ~ny provision;pjo1 ny the v10\atd,olnn a~ces or state law o~ or Date· U Approved ~~diMf~ Consultan # ITEM DATE BY &uil©Gil□u~©v B 0 @@@ □C?Dcn=iu ARCHHTECTS, BINICa ARCHITECT • PLANNER u ENGINEER ADDRESS: 7601 COMMONWEALTK AVE., BUENA PARK, CA 90621 TEL 714-739-5181 FAX. 714-739-5206 CONTACT: KWANG s_ LEE, AIA. equipment plan equipment sch. DESIGN BY K. LEE DRAWN BY P. LEE CHECKED BY K. LEE PROJECT NUMBER SHEET NUMBER DATE JAN. 28, 2008 DATE JAN. 28, 2008 DATE JAN_ 28, 2008 3 @[? 12 DRAWING NUMBER K1.1 3/18/2008 11:11:23 AM \ i ' ! ' ' ,, ,, I Q w '-' "' j z w "' 0 Q w u ::, Q w "' c.. Q w >-z <( "' <( ::, '-' 5 z "' w J <( u "' >-u '" "' "' 0 u X "' w N vi >-z w ::, ::, " 0 0 :,i z '-' "' 0 >->-"' w ._ 0 "' ._ u z w "' <( ~ z w >-z 0 u 3 2 16"0.C 16"0.C 16"0.C 16"0.C CD ONE LAYER OF 5/8-INCH THCIK TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE, APPLIED PARALLEL TO OR AT RlGHT ANGLES TO EACH SIDE OF WOOD STUDS, 16 INCHES ON CENTER, WITH 1 / 4-INCH TYPE W DRYWALL SCREWS 12 INCHES ON CENTER {2) WOOD STUDS OF 2-IN. x 4-IN. NOMINAL SIZE 0 CLEARANCE OF 3 INCHES MINIMUM AND 12 INCHES MAXIMUM FROM GREASE DUCT ON ALL SIDES 0 GREASE DUCT OF GALVANIZED METAL SHEET OF AT LEAST 16 GAGE GA (GYPSUM ASSOCIATION) FILE NO. WP 3514 THICKNESS: 4-INCHES APPROX. WEIGHT: 7 PSF FIRE TEST: SWRI 01-4511-619, 8-91-92 SOUND TEST: G&H NG-246FT, 7-2-65 STC: 35 TO 39 NOTES 1. DETAIL IS BASED ON GA FILE NO. WP 3514 FOR WALLS AND INTERIOR PARTITONS, WOOD-FRAMED. 2. USE IN ALL BUILDINGS EXEPT TYPE I AND II FIRE-RESISTIVE BUILDINGS. 3. JOINTS STAGGERED 16 INCHES ON OPPOSITE SIDES. (LOAD-BAERING) OPTION #1 2-LAYERS OF "3M" FIRE BARRIER DUCT RAP A20, 3" PERIMETER AND LONGITUDINAL OVERLAPS( GD0531 F). 1-HOUR FIRE-RATED SHAFT FOR GREASE DUCT NO SCALE KITCHEN HOOD KEF-1 1. EQUIPMENT: A. THERMOSTAT CONTROLLED GRIDDLES B. RADIANT CHAR BROILER C. SUPERIOR TUBE STYLE FRYERS C. TRI-STAR RESTAURANT RANGE 6-BURNERS/OVEN D. SALAMANDER BROILER(OVER GRIDDEL) J6"(W)x29"(D) 36"(W)xJO"(D )x 1 o"(H) (2) 16"(W)x301 "(D)x4B"(H) 36"(W)x30"(D )x59 "(H) 36"(W)x18(D)" 2. RECOMMENDED TYPE: 3. 4. 5. 6. A. TYPE I HOOD, COMPENSATING TYPE B. SIZE 14' -O"X4' -0" (56 SF.) A. B. A. B. INSTALLATION DETAIL: BY VENDOR CODE REQUIREMENT: PER CITY OF NEWPORT BEACH MUNICIPAL CODE CMC. 2007 EDITION SPECIFICATIONS HIGH TEMPERATURE NO. OF EXPOSED SIDES 3 FLOW FORMULA: Q=200 CFM X A (WXD) (WHERE: Q = QUANTITY OF AIR IN CFM. A = HORIZ. SURFACE AREA OF HOOD IN SF.) 200 CFM X 56 SF. = 11,200 CFM REQ'O AIR VOLUME = 11,200 CFM PREPARED AIR VOLUME = 11,500 CFM 7. MAKE UP AIR BLOWER UNIT SHALL INTERCONNECT WITH EXHAUST FAN. CD 120V/1¢ CONNECT TO FIRE SUPPESSION SYSTEM '---'-- CD MANUAL ON-OFF SWITCH EC CD 208V/3¢ 115V/1PH CD MANUAL ON-OFF SWITCH CD TO RELAY WEATHERPROOF DISCONNECT SWITCH L 1 N ~ MAGNETIC M M ~ MOTOR M STARTER THERMOSTAT BLOWER PUMP RELAY 2-POLE EXHAUST FAN SINGLE THROW N.0. ~ WITH 120V COIL '-Ms.J @ EVAPORATIVE COOLER @ ITEMS FURNISHED AND INSTALLED BY CONTROLS CONTRACTOR C1:) ITEMS FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR @ @ ITEMS FURNISHED AND INSTALLED BY AIR CONDITIONING CONTRACTOR @ ITEMS FURNISHED BY AIR CONDITIONING CONTRACTOR AND INSTALLED BY ELECTRICAL CONTRACTOR @ ITEMS FURNISHED AND INSTALLED BY FIRE ALARM CONTRACTOR 1. SIMIL\R FOR SINGLE PHASE MORTORS. 2. FOR CONTROL SEQUENCE WIRING, COMPOMENTS, VIRIFY WITH HOOD CONTRACTOR. CONTROL NOTES 1. SUBMIT FOR REVIEW AND APPROVAL CONTROL SCHEMATICS INCLUDING TRUNK CABLE SCHEMATICS, CONNECTED DATA POINTS, SYSTEM GRAPHICS, SYSTEM CONFIGURATION, DESCRIPTION AND SEQUENCE OF OPERATION, AND INSTALLATION DATA. 2. FURNISH AND INSTALL ALL LINE VOLTAGE WIRING, CONDUITS FOR LINE AND LOW VOLTAGE WIRING FOR MECHANICAL EQUIPMENT (BY ELECTRICAL CONTRACTOR). 3. FURNlSH AND INSTALL ANY ADDITIONAL WIRING, DEVICES, ETC., WHICH ARE TO BE REQUIRED OVER AND ABOVE THAT INDICATED ON THE DIAGRAM DUE TO CHANGES IN THE TYPE OF CONTROL EQUIPMENT BY CONTRACTORS AT NO ADDITIONAL COST. 4. VERIFY FUNCTIONAL SEQUENCE OR ALL CONTROLS (BY MECHANICAL CONTRACTOR). 5. CONTROL SCHEMATICS ARE FOR SEQUENCE ONLY. REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR ALL ELECTRICAL DEVICES REQUIRED. 6. INSTALL ALL INSTRUMENTS, SWITCHES, STARTERS, CIRCUIT BREAKERS, RELAYS, ETC. IN ACCORDANCE WITH THE FOLLOWING SCHEDULE. KITCHEN HOOD VENTILATION CONTROL t ~~ a §;! ~ I §: t,J ,,., "' i':J ·12 '--'- 3>' ~ c::, c::, "" I a §:; -:::; G5 l ,,., - EX. S/S COUNTER EX. CMU. WALL • 'C -I '--'- ~---"' EX. CMU. W. LL -----,- section "A" section "B" IQ ""' J'-6" . (OPENING) I I ~< D I / I I 2>< / 'IJllt...::: )v llilll ...::: IB"x/2"(216 SQ.IN. MAX) 1 '-6'! PASS THRU OPENING W/ (OPENING) SELF-CLOSING SUD WINDOW , elevation PASSOTHRU WONDOW DETAIL SCALE: 1/2" = /'-0" EX. s/s COUNTER t 62 c::,- 1:, ""~ I §: L,J " "' ""'· tt:2 • 3>' "' • c;: 8 "'a"" ' _I O §:; a I -:::; -'""x -L,j ' 'C I "' MAKE -UP AIR UNIT W/ REMOVABLE FILTER OUVERED AIR INTAKE PAIR UNIT DIRECTION OF AIR MOTION (FLOW) DIRECTION OF AIR (XHAUST Al MOTION (FLOW) '"""' [Z]1~,:::., UNIT BLOWER HOUSING DIRECTION OF AIR MOTION (FLOW) AIR SUPPLY DUCT Ill J S=~=c/,="=-£"=HJ~-?-I I 111 - MAKE -UP 16 GA. GALV. ANGLE 2''x2", BRACE TO ROOF JOIST SLOPED GREASE DRAIN W/ REMOVABLE Ctf P AIR UNIT STAND BLOWER STAND GRAVITY DAMPER ROOF -2x4 METAL ·STUD BRACE TO ROOF JOIST SUPPLY AIR DUCT 26 GA. MIN. 4x4 RWD. SLEEPER FLASHING & FIRE RATED SHAFT ALL AROUND, FIRE RATED GYPBOARD, TYPE "X" PER BLDG. CODE 3" MIN/12" MAX. AIR SPACE FIRE RATED CLG 18" MIN. SUPPLY AIR DIFFUSER 100 WATT VAPOR-PROOF INCANDESENT LIGHT DIRECTION OF AIR <:=::::::.- MOTION (FLOW) 'f,,~-DIRECTION OF AIR MOTION (FLOW) COUNTER FLASHING 2x10 SUPPORT BLOCKING CLG. 6" MIN. FROM EDGE OF FRYER/GRIDDLE GREASE FILTER IS MANUFACTURED BY COMPONENT GROUP INC., MOD. # F36-2016 PROVIDE A MINIMUM OF ONE PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 10 BC FOR KITCHEN AREAS. FLOOR OR BASE FINISH TO FOLLOW THE ROOM FINISH SCHEDULE & HEALTH DEPT. REQUIREMENTS. FINISH FLOOR SECTION OF EXHAUST HOOD & BLOWER SCALE: 1/2" = 1'-0" EXHAUST FAN PER NFPA 96 BLOWER HOUSING AIR VELOCITY ~ 1500 TO 2500 FPM MAKE -.UP AIR UNIT W/ REMOVABLE FILTER BLOWER ~EXHAUST~, UNIT NEMA 3R DISCONNECT 10' min. ~ ------r--~ 1/4"x2"x 2" GALV. STL riOUVERED AIR INTAKE MAKE-UP; Oll'>J,. ... EXHAUST DUCT---....._~ ~ ,-' , BLOWER STAND ----------J 1,,---., GREASE TRAP .._____ . ------· ~ ALL WELDED CONSTRUCTION Lll~ ~ ) -----n I'----" / SUPPLY AIRzil'tt'.~Q ~ DIRECTION OF AIR FLOW --~.:u-lg~~tJ,~+ ~-4"x4" REDWOOD DUCT L=J111:='t2'7=• LIQUID TIGHT FLEX CONDUIT -~---rt=----::_:]] '1/ 1\ _.r:· • 0"= -1 l=c MAKE -UP AIR FLASHING & RAIN CAP ~ - I '. SLEEPER BASE ~ UNIT STAND ~ J -!:=~-1-1--.IL-----------------"o-1-~ ' VENTED CURVE -~ #-O" MIN ' ' . EXTENSION -z /BLOWER STAND i"---GRAVITY DAMPER ROOF-'\.~-:;::;::=--.==:=:=:=:~~=:=:=:~~aall-+---l---lF=~ . ~2•xlO "JDIST ~ ),,---4x4 RWD. SLEEPER .,.,.,. 5/8" GYPBOARD l~ TYPE "X" n CEILING~! / . . v' ./ f- ~ ' ~ 1 /2¢ TREADED ROD @ EA. CNR. --- ff /, i:-t--------16 GA. GALV. ANGLE 2X2 BRACE TO ROOF JOIST DUCT OR DUCT FITTING SHALL BE LZ----+------~ CONSTRUCTED OF SHEET MTL. IN ~ 3" IMIN. AIR ACCORDANCE W/ TABLE 10-A & 10-B 16 GA. GALV. WELDED GREASE DUCT. n .jJ I \ SPACE '. TYPE 11, HOOD EXHAUST I/ DUCT W/INSULATION -f----~~~~~~~~~~~~~~~~=;;;:;:;=;;~~~~---7 :;~:.D :i~;;~ ~ ./ m ~,w» Hlflf BOGH && ~ ~ t11f1H8 ,:m1 H~ ~ ~~ 18" MIN FIRE RATED CLG. ON HOOD OPEN 5/8" GYPBOARD SIDE lYPE "X" STAINLESS STEEL(22GA. MIN) HOOD / \ / EXHAUST HOODT ~ HOOD LESS THAN 12" FROM CLG. WITH REMOVABLE GREASE FILTERS ,1}<, 0 0 ~ MUST BE PROVIDED WITH SOLID (UL LISTED). ~-+----------~ FLASHING, STAINLESS STEEL / GREASE FILTER PER NFPA STD _/ 1.::-. 1.::-. .6. A A CONTRACTOR SHALL SUBMIT SHOP m LI!.:, ~ 1-=~~-=~-o DWGS. FOR FIRE DEPT. AND i::;;~~~;;;;;;;:::i~:;:;;;:;"';';:;::::;;;;:;:~k=~;;:::::~~=-ll : OWNERS APPROVAL o o o o o o o o o o oo oo oo \1 = = '-------1-6" MIN. FROM EDGE ilh I ilJy' n h SEE NOTES ON DWG. A1-2 -_____ _j_7'./::.--,,,------ FOR KITCHEN EQUIPMENT □□ ilh JU] illl ~ DENOTE COOKING EQUIPMENTS SEE K 1. 1 DRAWING FOR LOCATION OF COOKING EQUIPMENT. /6" MIN. HEIGHT ON LEGS -'------+--*-r-- • F IN IS H FLOOR NOTE: COOKING EQUIPMENT SIX(6) INCHES APART AND FROM ADJACENT WALLS, OR EQUIPPED WITH COMMERCIAL EXHAUST HOOD/MAKE-UP AIR DETAIL These plans and specifications are accepted and approved for compllance to the requirements of calHonla Building Codes The stamping of these plw is sh~~~af of CASTORS AND QUICK DISCONNECT GAS LINES. SCALE: 1/2" = 1'-0" b~~:~~~~~~"c;~ ~~;op~iv~~~~~ r: b fa ordinances or state aw :1 ~ db~.---: Date. U Approve La • rk Consultants # ITEM DATE BY &liB©IXl□TI'lll©'IT' g 0 @Csu@ 0 C?Duuu ARCHITECTS, INC. ARCHITECT •PLANNER •ENGINEER ADDRESS: 7601 COMMONWEALTH AVE., BUENA PARK, CA 90621 TEL 714-739-5181 FAX. 714-739-5206 CONTACT: KWANG S. LEE, AIA. , .... c1 z ~ i :,:: w ~ ca :e w 1111 ~ w P' > a: .... 0 '\i 0 0. II: ;: w Ai z ..J :E • Q .Ii > -..... ...I a: Im m " z z ,c ◄ LI.I -u -, z 0 :, w en !IL N I-0 C') kithen hood details DESIGN BY DATE K. LEE JAN. 28, 2008 DRAWN BY DATE P. LEE JAN. 28, 2008 CHECKED BY DATE K. LEE JAN. 28, 2008 PROJECT NUMBER SHEET NUMBER DRAWING NUMBER K1.2 3/1 S/2008 11: 11 :39 AM I I I' 0 w • "' CY ·:5 z w CY 0 0 w 0 ::, 0 "-' CY "' D w >-z <( CY <( ::, "' >-0 z <c'.! w J <( 0 1/) >-0 "-• CY "' 0 0 X <c'.! w N lo >-z w "' ::, 0 0 D J <( z i3 CY 0 ,: >-"' w n.. 0 "' n.. 0 z .,'; t; w >-..:,: (.) "' ~ E ·-,. u 0 CL w "' "' l"-z w >-z 0 0 INTERIOR FINISH SCHEDULE WALL FINISH CEILING FLOOR CJ ~ ROOM z Ill: -CJ 0 Id .,II No. ROOIWUSE ~ --0 = z 1111 m Ill 1111 ..a () :c II. m I 1011 COUNTER 1/33 1/33 1/33 1/33 12/42 7' MIN 21/52 54 11021 KITCHEN 1/33 1/33 1/33 1/33 12/42 7' MIN 21/52 54 I 1001 RESTROOM 1/33,31 1/33,31 1/33,31 1/33,31 12/42 7' MIN 21/52 54 I 1041 STORAGE 1 1/33 1/33 1/33 1/33 12/42 7' MIN 21/52 54 I 1051 OFFICE 1/32 1/32 1/32 1/32 12/41 7' MIN 21/52 54 I 1061 WALK-IN COOLER 2/34 2/34 2/34 2/34 13/43 7' MIN 21/55 56 NOTES : 1. CONTRACTOR SHALL USE BULL NOSE CORNER BEAD(R. 3/4'JFOR ALL EXPOSED CORNER. 2. CONTRACTOR SHALL USE 5/8" (TYPE "X") GYPSUM BOARD WHERE SPECIFIED GYP. BD. FINISH. 3. ALL INTERIOR FINISH MATERIAL SHALL BE "CLASS Ill" FLAME SPREAD CLASS. WALi. SUB-FINISH (D 5/8" GYP. BD.(TYPE "X'? OVER EXISTING CMU WALL(WHERE APPLIED) 0 MF'R STD. STAINLESS STEEL PANEL WALL FINAi. FINISH @ 54"(H) CERAMIC TILE WAINCOTT /vi\ 2-COATS LATEX PAINT ON CEIi.iNG SUB-FINISH @ 5/8" GYP, BD,(TYPE 'X') OVER EXPOSED ROOF STRUC. @ MF'R STD. STAINLESS STEEL CEIi.iNG FINAL FINISH FLOOR SUB-FINISH @ CONCRETE SLAB FLOOR FIIIAI. FINISH @ QUARRY TILE @ 6" QUARRY TILE 3/8" COVED BASE REMARKS '-c:'3 SINGLE COAT PRIMER @ 2-COATS HIGH GROSS ENAMEL PAINT OVER SINGLE COAT PRIMER @ 2-COATS LATEX PAINT ON SINGLE COAT PRIMER @ 2-COATS HIGH GROSS ENAMEL PAINT SINGLE COAT PRIMER @ STAINLESS STEEL(MF'R STD.) @ STAINLESS STEEL(MF'R STD.) OPENING SIZE SY.M. "f'IPE (W) X (H) [i] FLUSH .J'"-Q" X 7'-Q't @ STAINLESS STEEL(MF'R STD.) DOOR SCHEDULE IJA.TERIAI. !FIRE FRAME PANEi. RATING SEEEL H/C STEEL NONE HJW SET HW-01 @ 4 '.' STAINLESS STEEL(MF'R STD.) 3/8" COVED BASE REMARK ~ FLUSH 3'-o" x 11-0" SEEEL H/C STEEL NONE HW-02 EXIST. DOOR AMD HARDWARE TO REMAIN ~ FLUSH 6'-Qu X 7'-Q" SEEEL H/C STEEL NONE HW-03 EXIST. DOOR AMD HARDWARE TO REMAIN NOTES : 1. ALL DOOR LATCHING/LOCK/NG DIVICES ARE IN A PATH OF TRAVEL WAY, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HANDEL HARDWARE. 2. INSTALL DURABLE SIGN ON THE MAIN EXIT DOOR STATING "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS". THE SIGN LffiERS SHALL NOT BE LESS THEN 1 INCH HIGH IN A CONTRASTING BACK GROUND. 3. MAXIMUM EFFORT TO OPERATE EXTERIOR AND INTERIOR DOORS WITH CLOSER SHALL NOT EXCEED FIVE POUNDS. 4. DEAD BOLTS LOCKING DEVICE ARE NOT PERMITTED ON EXIT DOOR. HW-01 HW-02(EXIST. TO REMAIN) HW-02(EXIST. TO REMAIN) LOCK : CYUNDER LOCK(PIN-OP) HINGE : 3-SETS LOCK : CYLINDER LOCK(PIN-OP) LOCK : CYLINDER LOCK(KEY-OP) HINGE : 3-SETS HINGE : 3-SETS PANIC BAR : NONE PANIC BAR : NONE PANIC BAR : YES TRESHOLD : NONE TRESHOLD : NONE TRESHOLD : YES DOOR STOP : YES DOOR STOP : YES DOOR STOP : YES DOOR CLOSURE : NONE DOOR CLOSURE : OVERHEAD(SEE NOTE #3) DOOR CLOSURE : OVERHEAD(SEE NOTE #3) WINDOW SCHEDULE OPENING SIZE· flATERW. SYM. 'f'IPE (W) X (H) FRAME GLAZE SILi. HJ'. REWIMK © FIXED 2'-0" X J'-4" ALUM 1" DUAL CLEAR J'-4" ® HUNG 2'-Q" X 3'-4" ALUM 1" DUAL CLEAR 3'-4" ' c:, I co ' cu I 'O 2 3 C) . I "' L ' 1-+--~-l-~-+--+-+--rr-+-.-l 4 plumbing fixture code e WATER CLOSET(HANDICAP) 8 LAVATORY(HANDICAP) ~3' TOILET TISSUE DISPENSER -03 ~ ("BOBRICK" : 8-3888) ~ TOILET SEAT COVER DISPENSER ~ ("BOBRICK" : 8-3013) ~ GRAB BAR(36'; ("BOBRICK' : 81366x30) 8 GRAB BAR(,42") ("BOBRICK' : 81366x48) 8 MIRROR(24"x36'; 8 SOAP DISPENCER ~ WASTE RECEPTACLE ~ ("BOBRICK" : 8-36907) construction notes 1. PAINT FINISH ON GYP. BD. 2. 12"x12" GRIN/TE TILE(POLISHED) ON BACKER BD. -COLOR DARK 3. 12"x4" GRIN/TE TILE(HORNED) ON BACKER BD. -COLOR LIGHT 4. 4" CERAMIC TILE COVED BASE(COLOR : BLACK) -06 -05 P-01 @ ---······----- ----- ' 1 -07 2 3 -08 -05 -04 -06 -03 P-01 4 -02 f--ll!l---1 P-09 ' -' I <o I ...., "' ' C, I cu VIIEW'"A" ENLARGED HIC R. ELEVATION SCALE: 1 /2" = 1'-0" P-05 ' c:, I "' SCALE: 1/2" = 1'-0" 2x4 NAILER @24" O.C. 6'-91' (6" PLUMBING WALL) 28"(MIN) 2'-10" n I I II I X I 11\I 17 11/VE STIN RO I~, -02 ' 'O I 1--. ~ -R-30 INSULATION GYP. BD. CEILING 6" r EMBED • i§ EX/ TTNG "" CM . WALL ciJ l,J r ..... = ~,--¾;7 3/4"¢x6"(L) A307 BOLTS W/ IMPSON "SET" EPOX ( " MIN. EMBEDMEN SECURE TO EXIST. ROOF JOIST W/ 2-@16d NAIL D @ EA. EX. JOIST -~·,~~ 4"(22GA) SLOTTED TOP RUNNER SECURE TO ROOF STRUCTURE W/ 2-#8 SMS 3/4' ¢x6"(L) A30 BOLTS W/ 'l SIMP ON "SET" E OXY I (6" IN. EMBED ) L. 4x4x3/16 A5 0 GRADE B (FY=46KS0 FULL PEN. WELD @ SPLICE· tl "-'. --ct u...:: ~CQV) I I ~ ~ ~ca ' cu I @) l s T D REMOVE I I® EX. C . WALL FOR NEW PEN/NG I L.4x4x3/16 A500 GRADE B (FY=46KS0 FULL PEN. WELD @ SPLICE CMU .. WALL OPENING ------®2 NOT TO SCALE Q D Q 4 --4"x24 GA. MET STUDS, 16" O.C. W/ 5/8" TYPE 'X' GYP.BO. EA. SIDE, ATTACHED W/ DRYWALL SCREWS @ 1 O" O.C. MAX. 0.145"~ HILTI 'X-DNI' SHOT PIN @ 16" O.C., 1 1/2" MIN. EMBEDMENT W/ 7 /B"DIA. X 14 GA. DISC WASHER, ICBO #2833 .----4"(22GA) FLOOR TRACK EXIST. CONC. SLAB 4 :7~j~:: defaff sand specmcations are(!) These plan d and approved for ac~epte t the requirements oi . eomphance o . Codes ca!lfonla Bullding hall not • ot these plans s t The stamping It to be an approval o be held to ~erm f i~y provisions~! Y the Vlotati~n ° state law , <7i ord1nanii Date: 0 U Approved ~~dm Consultants I IJB~Wll®□@rm@ II ITEM DATE BY ARCHITECT • PLANNER • ENGINEER ADDRESS: 7601 COMMONWEALTH AVE., BUENA PARK, CA 90621 TEL 714-739-5181 FAX. 714-739-5206 CONTACT: KWANG S. LEE, AIA. • r,_.;..c<?,D Al?c_:~ "!;,'"/ ~G-8 5513 .kl-'--; ( I ~ ,i::----c-:.· C) t-cc 1 u z ~ i ::c ill ~ ~ ~ ID ~ w lie > ~ 0 ls 0 A. I.I: 3 I.LI Ai z -I :! ■ C -II > --...I a: t-m " z z c« -◄ LLI u .., z 0 :, w a, IL. N .... 0 (') enlarged plan &details DESIGN BY K. LEE DRAWN BY P. LEE CHECKED BY K. LEE PROJECT NUMBER SHEET NUMBER DRAWING NUMBER DATE JAN. 28, 2008 DATE JAN. 28, 2008 DATE JAN. 28, 2008 AD.1 . 3/18/2008 11:12:15 AM I. ' I / • ci w " "' <( .., z w "' 0 " w u ::, 0 w "' "' □ w >--z <( "' <( ::, " >--0 z "2 w .., <( u "' >--i:l "' "' 0 u ~-N X ' m "' ., "2 w N en / ~ z w " ::, u 0 0 .., <( z S2 "' 0 ,: >--"' w ~ 0 "' ~ (.) z ' "' >-- '-' w .!:: -"' '-' "' -<t. e ·-~ • u 0 CL w "' <( "' >--z w ,_ z 0 u --------------- TYPICAL ACCESSI Bl LI TY DETAILS CONTRACTOR SHALL UTILIZE ALL APPLICABLE TYPICAL ACCESSIBILITY DETAILS & NOTES 10· II 6 t, VAN ACCESSIBLE MOUNTING LOCATION : ON GROUND MOUNTING LOCATION : 72" @ TOP {A PARKING LOT SIGN MOUNTING LOCATION : 6" AFF, AND CENTER OF DOOR PAim. RESTROOM DOOR SK;N ~ MOUNTING LOCATION : 6" AFf, AND RESlROOIA WAl.1 SYMBOL BRA!llf SIGN Ill Ill llHII ii 11■1111111 II 11111111 ll'I 8'(MAXJ FROM DOOR JAMB SIGNS / PICTOGRAMS [ I EJJlR, /\,NO NUIABERS: 1. WIDTH TO HEIGHT RATIO BEIWEEN 3 : 5 AND 1 : 1. 2. STROKE \IIIDTI-1 TO HElGITT BETWEEN 1 : 5 AND I : 10. 3. CONTRAST CHARACTIRS AND SYMBOLS WITH BACKGROUND. 4. SANS SER!F CHARACTERS. Slf'.JiS / PICTOGRAMS 5. PICTOGRAMS / PICTORl/\l SYMBOL SIGNS SHAil BE ACCOMPANIEO BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAA( THE BORDER DIMENSION SHl\l.1. BE 6" MINIMUM HEIGHT. 6. CHARACTERS-ANO IDICKGROUNDS SHAU_ BE OF t«lN-GLAAE CONTRIISllNG COLORS. 7. SIGNS / PICTOGRMIS SHALL BE INSTAU.ffi ON THE WALL ADJACEl'ff TO DOOR LEADING TO THE ROOM OR SPACE THEY DESCRIBE AND AT 60" Aff. ID SIGN CENTERLINE AND Wf'!ERE A PERSON MAY APPROACH WITHIN 3~ OF SIGN/I.GE wrrnour ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE .DOOR SWING AREA 8. VERTICAL CI.EloRANCE AT SUSPENDED SIGNS Wl"IH MINIMUM HEADROOM OF ao· REQUIRE MINIMUM 3~ CHARACTER HEIGITT ME'A'iURED BY USING UPPERCASE "X~. CHARACTERS AND NUMBERS SHALL BE SIZED ACCORDING TO VlEWlNG DISfANCE FROM WHICH READ. LOWER CASE CHARACTERS PERMITTID. Slfilt IOCA.TIONS· 9. All ACCESSIBLE ENTRANCES IDENTIFlED IVITH MINIMUM OF ONE STANDPRD SIGN. to. AllDITIONAL DIRECTIONAL SIGl'{S ALONG ACCESSl8LE PATH OF TRAVEL ARE REQlJIRED. 11. BUILDINGS REMODELED TO PROVIDE ACCESSIBLE SANff/\RY fACIUTIES FOR PUBLIC USE SHllll HAVE INFORMATION POST£0 IN THE LOBBY AS PAITT OF TI-lE BUILDING DIRECTORY. lNJERNATIONAL SYMBOL OF ACCESSIBILITY; 12. STANDARD USED TO IDENTIFY ACCESSIBLE FACILITIES. 13. WHITE FIGURE ON BWE BACKGROUND, COLOR # 15090 ON FEDERAL STANDARD # 595A. 14. WHEN ENFORCING AGENCY DOERl.llNES, IF APPROPRtAlI, SPECIAL DESIGNS AND COLORS MAY BE APPRO\IED. .!lR!!ll!: 15. USE CONTR/ISTEO GRADE 2 BRAllLE. DOTS TO BE 0.1 INCH ON CENTER IN OCH CELL. 16. 0.2 INCH SPACE BE.lWEEN CELLS. 17. oars RAISED IJINlMU~I 0.025 INCH ABOVE BACKGROUND. SCALE NONE 48" 9 -z " ,i " ~ .B..EVATION ':S ci L _Ji[ '1 " --u " . I I "-;,, °' 48" MIN 1/. (a) SIDE REACH POSSIBLE ELEVATION -n j " ~ 1/. '1 " . o, PLAN .. " 8 " :,, ~ -jo• MIN. 1 WHER£ DEPJH 00 IS GREATER THAN 2,r, WIOTI-f (Y) S~ll Bt A MIN. <F 35• (b) FULL HEIGHT ENCLOSURE ffi.VA110N PLAN l ._ I ,J'. ·-"5 I u X "-N % NOTE: IF Y< 30 INOfES TI-IEN X> 27 INOl[S NOlE: IF Z >12 INCHES 1H£N Y SHAil B£ >30 INO!ES {c} FORWARD RfAct+ REQUIRED \YHITI CHAlR UX'.fSS• 1. MlNIMUM CLEAR FLOOR OR GROUND SPACE FOR FORl'/flRD OR PAAALLEL APPROACH JO" x 48~ INCLUDING l<NEE SPACE UNDER PROJECTING OBJECTS. 2. t.CCESS!BLE CLEAR FLOOR OR GROUND SPACE TO ADJOIN ONE SIDE OF REQUIRED IAINIMUM SPACE AND ADJOIN TI,E REQUIRED ACCESSIEl.E ROUTE. 3. IF MINIMUM CLEAR FLOOR OR GROUND SPACE HAS ONE TO THREE SIDES CONFlNED BY VERTICAL SURFACES, l\llDmONAL 6" MJN. WlOTI-1 OF AWlEUVERING SPACE IS TO B£ PROVIDED. 4. FLOOR OR GROUND SURFACE TO BE SUP R~ISTANT. 5. BASES, ENCLOSURES OR FlXED SEATS NOT ro IMP8JE ACCESS FOR WHEELCHAJR USERS. PARDN ENCi ostlRB: 6. ENCLOSURES PROJECTING INTO WALKS. HA!.l, CORRIDORS OR AISLES TO CO.\iPLY Wl"IH REQUIREMENTS FOR PROTRUDING OBJECTS. 7. MJNIMUM 30" ENCLOSURE WlDTH WHEN PROJECTIONS EXCEED tr. 8. MAXIMUM 19° PROJECTION OVER CLEAR FLOOR OR GROUND SPACE. 9. ENCLOSURE PROJECTIONS SHOULD HE A MIN.OF 2r ABOV£ FLOOR OR GROUND SURFACE TO LOWESr POINT OF ENCLOSURE. FULL HEIGHT ENCi ;OSUR£S; TO. ENTRANCE JG" MINIMUM WIDTI,, UNLESS NOTED OTHERWISE. ffifPHONF fOIJlPUFNT· I 1. AT LfAST ONE PHONE IN A BUILDING OR fl\CIUTY TO BE EQUIPPED WITH VOWME CONTROL FOR HEJ\RING IMPAIRED USERS. 12. PUSH-BUTTON CONTROLS ARE REQ'D. WHERE SERVICE FOR 1HIS EQUIPMENT IS AVAILABLE. 1J. 29"' LONG CORD FROM TELEPHONE TO HANDSET. 14. MOUNTING HE!Gl-lT TO HIGHEST OPERABLE PART QF EQUIPMENT JS 48" FOR FRONT REACH AND 54-~ FOR SIDE OR DIAGONAL REACH. ADDIJKlNAI., NOlfS: 15. TELEPHONE SHN.l. OC HEARING AID COMPATIBLE. Hi. SEE TYPICAL ACCESS/BllITY NOTES SHEET FOR "ADDmONAL REQUIREMENTS" INCLUDING INFORMATION PERTAINING TO TEXT TELEPHONES. PUBLIC TELEPHONE MOUNTING HEIGHTS & CLEARANCES SCALE NONE PUU. SIDE PUSH SIDE JO SJ] '◊-7 I 1B~ MIN. l4 PREFERRED 11 n-7 II◊ I !!(!!E§; 1. WHERE TURNSTILES ARE UTILIZED PROVIDE MJ ACCESSIBLE DOOR OR C/1.TE ADJACOO TO EACH TURNSTILE. 2. M/\INTAIN GATES UNLOCKED DURING BUSINESS HOURS. 3. GATE SHALL NOT ACTIVATE PUBLJCLY AUDIBLE Al.ARM. 4. MINIMUM CI.EAHANCE OF 32" BET'IIEEN POSTS, RAILS OR OTHER PEDESTRIAN CONffiOts. TURNSTILE COMPRESSED CARPEi' 1/r MAX. SCALE NONE 11 13ELOW THRESHOLD AN. FLOOR LEV.a THRESHOLD [ IA] TRANSITION BETWEEN FLOOR FINISHES [[] [I] LEVEL CHANGES !!(!!E§; 1. 1/2K ldAXIMUM TOTAL HEIGi-iT Wllll 1/+• MAXIMUM VEHTIO\L CHANGE AT EDGE. 2. 1 ; 2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER 1/4" VERITCAL LEVEL CHANGE. 3. 1/4" MAXIMUM VERTICAL LEVEL CHANGE" THRESHOLDS / LEVEL CHANGES SCALE 10 1------l NOM[ [I] HIGH FORWARD REACH LIMIT X z 48" 1. X SHALL BE ~ 25 INCHES; Z SMALL BE > X. 2. WHEN X < 20 INCHES, TI-JEN Y SI IAfl BE 48 INCHES MAXIMUM. 3. WHEN X 15 20 TO 25 INC/-IES, THEN Y SH.ill BE 44 INCHES MAXIMUM. rn] MAJ(IUIIM FORWARD REACH OVER AN OBSTRUCTION Ml3 (3 ,,_ /i ~ 1,, 30° I 4,• 1 48" [I] CLEAR FLOOR SPACE [[] HIGH AND LOW 11\RA!,ill ;PPR~H SID& REA!Jf LIMITS [(] MAXIMUM SIDE REACH OVER All OBSTRUCTION REACH REQUIREMENTS SCALE NONE 8 PUU. SIDE .lliill:;: X=12~ IF DOOR HAS BOTH A ClDSER AND LATCH. A. FRONT APPROACHES -SWINGING DOORS PUSH SIDE I 54~ MINIMUM 1 7 ./NIE; X=36~ MIN. IF Y,,,60"; X=4-2" MIN. !F Y::54~. NOTE: Y=48~ MIN. IF DOOR HAS BOTH A LATCH AND CLOSER. B. HINGE SIDE APPROI\CHES -SWINGING DOORS PUSH SIDE ir~XMIN. I◊ rl 7,. ~ ◊I I I►~ "' NOTE:. y=54" MIN. IF DOOR HAS CLOSER. filITE;_ REFER TO 13/G1 .0.22 FOR ADDffiDNAL REQUIREMOOS. .!i[[E; Y=48" MIN. IF DOOR /-/AS CLOSER. AU. DOOR IN N.COVES SHALL COMPLY Wlll-1 CLEARANCES FOR FRONT APPROACHES. C. LATCH SIDE APPROACHES -SWINGING DOORS MANEUVERING CLEARANCES AT DOORS SCALE NONE 7 6 ~---PROVIDE SECOND SET or· MMIDRAJLS AT 24-' A.F.F. WHEN CHlLDREN ARE PRJMARY USERS. TOP IMDING L_ 1/lSUAL WARNlNG STRIPS SHALL BE TOP AND BOTTOM moos OF [I] 2· MIN. WIOTI-1 AND INSTAllEDJ 1 ~ MAX. FROM !:])GE OF THE STAIR SECTION INTERIOR STAIRS, AND ON AU. TREADS OF EXTERIOR STAlR& TIV = TREAD WIDTH 1•-0• MIN. 1~1 TW + 12~ I BOTTOM LANDING STAIR & HANDRAIL DETAILS 'l 3f cu,;,,:Rc---11"-C! fO 51t{Cl£ "" I, 18" MIN. " RAIL AS OCCURS, SEE FLOOR PLAN TIP .. -__ __, DRINKING FOUNTAINS DOOR lYPE: 1. MINIMUM 12" HIGH SMOOHI SURFACE AT DOOR BOTTOM. EITI-IER ATTACHED PJINEI.. OR BOITTJM R,\JL HARDWARE 2. OPENA8LE FROM INSIDE Wffi-lOUT USE OF KEY OR SPECIAL KNOWLEDGE OR ITTORT. 3. OPENABLE fN SIN:GlI EFFORT LEVER-TYPE DEVICE {NOT REQUIRING GRASPING). 4. MOUNTED 36" TO 42". 5. MAXIMUM 8.5 LBS. EFFORT TO OPERATE OOERIOR DOOR, 5 LBS. FOR INTERIOR. 36" TO 42• LOO OR LI SHAPED HANDLE --i-Jt-=~-=, 12" MIN. BOTTOM OR PROVIDE PLATE\ --=---->=--+--"== t [I] DETAIL DOOR 70SQ.(MIN.) ACCESSIBILITY SIGN. PER CBC, 11298.5L PARKING RUBBER BUMPER ON CHAIR SCALE SCALE PEDESTRIAN ROUTE LANDING STRIPES 1111 36" oc. SCALE SCALE 5 6 H/4" t--+'O"'.D.01 1-1/2" /\ 14 H/4"0.D. ~ [[] HANDRAIis H/4-" t---l--'O°".DSJ. H/2" 1-1/4~ O.D. 1-1/" i-t/4 0.0. 1 I -TYP. CLR SCAlE NONE R[C[sg:J) FrlllNJA1NS! 1. WITHIN ALCOVES MINIMUM 1B~ DEEF' AND 32" MIN. CLR. WHDI A SINGLE FOUNTAl!il JS PERMITTED A. CONTRACTOR SHALL COORDINATE WITH SIZE OF WATER FOLINTAlN TO BE USED AND SIZE ALCOVE ACCORDINGLY COMPLYING WITH REQUIREMENTS AND RECOMMENDATIONS AND COORDINATING WITT-I THE ARCHITECT. 2. SEE TYPICAL ACCESSl811..ITY NOTES SHEIT SECTIONS ~R~ &: '\t. PROJFCTID FOIINTAINS 1. WARNING FOR THE VISION \MPAlRID AT A PROJECTED DRlNKING FOUNTAIN Q\N BE PROVlDED SY EITHER OF THE FOU.OWING ME'ANS: A. THE SURFACE OF TI-IE Fl.OCR OR GROUND AT THE DRINKING FOUNTAIN CAN BE OF CONTRASJlNG COLOR WITH A TD:TURE THAT CONTRASTS IN RESILIENCY WITH THE ADJACENT FINISHED FLOOR MATERIAL, SO THAT IT CAN BE SENSED BY A CANE. WITH THE TEXfURE EXTENDING FROM lHE WAll TO ONE FOOT BEYOND lHE FRONT EDGE OF THE DRINKING FOUNTAIN AND ONE FOOT BEYOND EACH SIDE OF THE FOUM~IN, OR R INSTALL WING WAllS ON EACH SIDE OF TI-IE DRINKING FOUNTAIN TO PROJECT OUT FROM THE w.lN WAil. AT LEAST /IS. FAR AS THE DRINKING. FOUNT.NN AND TO WITHIN 6" OF TI-IE PATI-l OF TRAVB. FLOOR FlN!SH. lHERE MUST BE J2' CLEAR BEIWEEN THE WING WALLS, OR C. GlJARDIWLS SHAl.1 BE A MINIMUM OF J'2n CLEAR BETWEEN AND PROJECT FROM THE SUPPORT WAl.l TO THE PROJECTING FACE OF THE FOUNTAIN AIID WITHIN 6" OF TI-lE FINISH SLIRFACE OF THE PA"IH OF TR/\VB.. 2. FOUNTIIIN & GUARDRAILS, EfC. SHALL NOT REDUCE ll-lE REQUIRl:Il ACCESSIBLE ROUTE/PATH WIDTH. NOTE• lllUSWATIONS SHOWN HERE ARE FOR DIMENSIONAL ACCESSIEIIUTY PURPOSES ONLY. A SECOND DRINKING FOUNT/IJN SHOULD BE PRO\IIDED AT A MOUNTING HEIGi-IT SUITABLE TO PERSONS WITT-I LIMITED PHYSICAL llENDING ABILTTY, ADJACENT TO Tl,[ ACCESSIBLE FOUNTAIN, MAINTAINING MINIMUM CLEARANCES NOTED AND AS REQUIRED. PROVIDE TEXrllREO AREA OF CONWASTING COLOR TO IDENTIFY WATER FOUNTAIN L.0(',ATIQN AS. NOTED. \'MEN FOUNTAIN IS AT AN INTERIOR LOCATION, TI-IE IDJURB) AREA SHALL ALSO BE OF DIFFERENT RESILIENCY TilAN TIJAT or THE ADJACENT FlOOR SlJRFAG£ FINISH. SE£ TYPICAL ACCESSl81LITY NmES SHffi FOR AIJDffiONAL REQUIREMENTS. .llilil;;. ALL RAMPS MUST MEEJ HANDRAIL AND" CURB REQUIREMENTS. SCALE NONE 4 3 WHEN DOOR SWINGS ONTO IMDING 42• MIN. PiUS DOOR WIDTH7 ---~ ~ AS REQUIRED_j [I] STRAIGHT RAMP RUN 72~ MIN J.S REQUIRED 30" MAX. WHEN DOOR SWINGS ONTO I.ANDING 42" MIN. PWS 000: WID17i7 ~ fol RISE (l'IP.) ~ RAMP WITH INTERMEDIATE SWITCH-BACK PLATFORM VARIES (30' llAX.) 72" MIN [I] RAMP WlTH nJRNING PLATFORM RAMP DETAIL & NOJES WHEN DOOR SWINGS ONTO LANDltiG 42" MIN. PLUS 000: WIOTH7 ~ INTERMF1JIATE PLATFORM ~N. -- <--=?.;UIRED z " "- V.I.F. (SEE NOlES A & B) I'. ,. Ml . 1!t TYP. 36" (MIN.) GRAB SAR -'-H•-=,;;=---tt \ l<Hc---42" (MIN.) GRAB BAR '-+--1-f--48" M!N. WHEN FRONT 18" MIN. CLEAR, 24" PREFERRED ENTRY DOOR Ofl 60' MINIMUM WHEN SIDE ENTRY DOOR BRAIU£ SIGN RESTROOM DOOR SIGN CLEARANCE NOTES: A 28" CLR. BEIWEEN LAVATORY AND EDGE OF WATER CLOSET TANK LID WHEN TM'K WATER CLOSET OCCURS. IA] .!'LAH B. 28" MIN. CLR. TO EDGE OF BOWL WHEN FLUSH VALVE WATER CLOSET OCCURS. TOil.CT SEAT DISPENSER {IYI-IERE OCCURS) O / H/2°!1 DIAMITTR GRAB BAR W/ PEENED FINJSH & 250 LBS. CAPACITY J6" MAXIMUM 12" MAX. ROil PAPER HOLDER Wm-10LIT STOPS,--~ [_[] EI.EVATIONS lll1!!;; w u " oc J w '1 g ci "' z ~ i'1 ~ " " oc "' 0 ~ ~ "' PROVIDE PRIVACY DOOR LOCIC WHEN IT IS A PRIVATE TOILEf OR FOR UNISEX USE. (28" MIN. ClR. BETWEEN LAVATORY TO FURTHEST PROTRUDING 8)G£: OF VIATER CLOSET, lYPICJ\L) 7" Ml COO BARS: SEE TYPICAL ACCESSIBII..ITY NOTES SHEIT. PRIVACY / UNISEX TDILET ROOM scu NONE 2 GUARD RAIL ANO CURB'";/ HANDRAIL AT RAMPS HORIZONTAL RAILING REQUIRED W!-IERE INTERMEDIATE RAlLS WITI--1 A MAXIMUM OF 4" CLEAR SPACE BEIWITN INTERMm RAILS ARE NOT FIEQUIITTD, TYPl~L &"' HIGH WARNING [ • CURBS WHEN A s. ;i; 4" [OR MORO N ~--"--'-'*-fcDRO'P OCClJR:i SJ ~4w MINIMUM TO ,,. JO~ MAXlMUM ADJACENT HAZI\Rll [[] RAMP S£CTIOM if-3/4" t='<t'-~; =· ' . -.. -. .. ... . ~ . . .... . . . • .. . '-. . @] GROOVED WARNING BORDER 36" MlN. CLR. J 36ff MIN. CLR. M ~POI.£ w CURB (ITP.) smm {1'/P.) --SIDEWAI..K------S!OEWALK-- [(] DETAIL * CONC.RAMP SURFACE FINISH SHAU. BE NON-SLIP BROOM flHISEO. SCALE 1 These plans and specifications are accepted and approved for Compliance to the requirements of calllonla Building Codes The stamping of these plans shall not be held to permit or to be an approval of th; violation of any provisions~af any: I ordinances or state la~ di;,] Approved bv: ~= Date. U Land Consultants # ITEM DATE BY 0 @@@ 0 Cr □Guu ARCHITECTS, INC. ARCHITECT • PLANNER • ENGINEER ADDRESS: 7601 COMMONWEALTH AVE., BUENA PARK. CA 90621 TEL. 714-739-5181 FAX. 714-739-5206 CONTACT: KWANG S. LEE, AIA. e,i'>D Al?. ,';jJ; "t'-G· 8 ,,,, 4,';- ...:, '< C25513 4. ~.-r .8/31 CA\..' I-<I: () z M ::c w ~ I :I w l!CI w ~ I , > 0 0 D. -a: == ' II.I I Ai z :re • Q > -..I I-m z z cC ◄ w u z 0 w ffl N I-0 C") ®IXJl]li]lu u□u[brn ~ ADA Standards DESIGN BY K. LEE JAN. DRAWN BY P. LEE JAN. CHECKED BY 28, 28, K. LEE JAN. 28. PROJECT NUMBER SHEET NUMBER DATE 2008 DATE 2008 DATE 2008 6 @[? 12 DRAWING NUMBER ADA 2/14/200S 2:51 :42 PM !. I 0 w 0 er <( J z w er 0 0 w u :, 0 w er '= D w >--z <( er <( :, "' >--0 z "' w ~ <( " "' ti w er er 0 0 " N X ' ~ '" "' w N "' >--z w " :, u 0 D J < z " "' 0 ,: >--"' w ~ 0 "' ~ u z .,,, >--u w ·= ..J: u " -<I'. .!l! ~ • D G Q. '· w er <( VI >--z w >--z 0 u P-11 □ [CJ ,----- 1 I COTG. P-14 P-17 1.5" VTR. \ -01 S Wei' ;,_ I I I I I rl, SCALE : 1/4" = 1'-0" 1. 2. 3. PLUMBING SPECIF/CATIONS ALL WORK SHALL CONFORM TO U.P.C. 97. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED TO PERFORM HIS WORK. MATERIALS SHALL CONFORM TO BASE BUILDING TYPE: A. SOIL, WASTE AND VENT SHALL BE CAST IRON, NO-HUB PIPE AND FITTINGS B. WATER PIPE TYPE "L" COPPER TUBING HARD TEMPER, HARD DRAWN ASTM B88-66A AND WROUGHT COPPER OR BRONZE SOLDER SWEAT FITTINGS. C. INSULATION -MICRO LOCK FIBERGLASS IN CONFORMANCE WITH TITLE 24 CALIFORNIA ENERGY CONSERVATION CRITERIA. JACKET SHALL BE WHITE F.R.J., WITH VAPOR BARRIER. D. ALL GAS PIPE SHELL BE SCHE. 40 BLACK STEEL PIPE. 4. VERIFY SIZE, LOCATION AND ADEQUACY OF ALL EXISTING UTILITIES AND CONNECTIONS BEFORE PROCEEDING WITH WORK. 5. COORDINATE ALL WORK WITH ALL OTHER TRADES AND CONTRACTOR. 6. ALL COLD WATER PIPING ABOVE HUNG CEILING SHALL BE INSULATED TO PREVENT CONDENSATION. 7. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURES AND KITCHEN EQUIPMENT FOR INSTALLATION AND ROUGHING-IN. 8. FIELD VERIFY ROUTING OF PLBG. PIPES & CLEARANCE AVAILABLE FOR PIPE SLOPES WITH STRUCTURAL CONDITIONS & OTHER TRADES BEFORE START OF WORK. 9. ALL PLUMBING LINES SHALL BE INSTALLED W/ A MIN. OF 1/8 INCH PER FOOT SLOPE PER THE UPC. 10. ALL CONDENSING LINES FROM REFRIGERATOR, ICE MAKER AND FREEZER SHALL DRAIN TO FLOOR SINK. 11. DRAIN LINES FROM FLOOR PERP. SINK SHALL DRAIN TO FLOOR SINK. 12. DRAIN LINES FROM UTENSIL SINK SHALL DRAIN TO GREASE INTERCEPTOR. PLUMBING SEISMIC NOTES: 1. ALL PIPING SHALL BE SE/SM/CALLY RESTRAINED IN ACCORDANCE WITH THE SMACNA GUIDELINES FOR SEISMIC RESTRAINS OF MECHANICAL SYSTEMS AND PLUMBING PIPING SYSTEMS WITH PREAPPROVAL NUMBERS ( E.G. R-001, ETC. ) 2. PROVIDE SEISMIC RESTRAINTS FOR ALL EQUIPMENTS AS REQUIRED BY CCR TITLE 24, PARET 2, TABLE 23-P, INCLUDING TANKS, MOTORS, PUMPS, BOILERS, AND CONTROL PANEL WHERE EQUIPMENT IS DIRECTLY MOUNTED ON THE FLOOR OR ROOF, OR WHERE THE EQUIPMENT IS OVER 20 POUNDS, AND SUSPENDED FROM THE ROOF, FLOOR, WALL, AND MOUNTED ON VIBRATION ISOLATORS. 3. FOR PRIMARY REQUIREMENTS, SEE SPECIFICATION SECTION 15240 SYMBOL P-01 P-OJ P-05 P-06 P-07 P-08 P-10 P-11 P-12 P-1J P-14 P-15 P-16 P-17 P-19 P-11 1111111111111mrm111 PLUMBING FIXTURE ROUGH-IN SCHEDULE FIXTURE WASTE TRAP VENT c.w. (INCH) (INCH) (INCH) (INCH) WATER CLOSU(H/C) TANK TYPE 4 INTEGRAL 2 1/2 LA VA TORY( wall mt.) 2 1-1/4 X 1-1/2" 1-1/2 1/2 MOP SINK 2 1-1/4 X 1-1/2" 1-1/2 J/4 HANO SINK 2 1-1/4 X 1-1/2" 1-1/2 1/2 J-COMP. SINK 2 1-1/2 X 2" 1-1/2 J/4 PREP. SINK 2 -1-1/2 J/4 COKE MACHIN[ 1-1/2 1-1/2" -1/2 WATER H£ATER(90K btu/h) ---1 FLOOR SINK 2 2" "p" TRAP 1-1/2 - FLOOR DRAIN 2 2" "p" TRAP 1-1/2 - £XPR£SSO COFFEE MACHIN£ 1-1/2 1-1/2" -1/2 SMOOTH/£ DISPENSER 1-1/2 1-1/2" -1/2 MILK SHAKE BLENDER 1-1/2 1-1/2" -1/2 INTEGRITY COFFEE BREWERS/ 1-1/2 1-1/2" 1/2 DISPENSERS (DRAIN TO F.S.) - MANITOWOC IC[ MACHIN£ DIC£, 1/2 CAN ADAPTER, CUBER HEAD --- EXIST. WATERMETh 1;,-=-=-----~ 11•1~ ----~-------------·-··· ----~ -~ ,] -01 P-03 I 3/4" cw I I ----;-_-~= ----> /""-, s:I 1 " CW j ( , J '-"I-- - ~I P-05 3::1 ~, -!b I I -13 P-07 ~L -_L --J,_.,, ft - --li _,~~= ~lit~ □ .DFFABIMfNI PIIBLICWQRKS Eft,JfRAI SEBY1GFS P-06 t.,\o;\e ~ APPRO\JAL TO ISSUE DATE: __ _ P-12 clJ ~, ~ 11~~_712 ~clj~~---~~-•_ID[_~ 1 [31ml~61 □l - ----------· --------·"· ----·------ - ·-··--· -------. ---· ------- ~----_§I __ 1. ,~,J~~I --------~-----------l'lC)(:)--1 7 P-3 _.---t---..;□ □] r:J II Ill llll I I I ITITrlDTITrn /]). DOMESTIC WATER DEMAND PLUMBING LEGEND H.W. FIXTURE (INCH) FIXTURE OT'Y FIXTURE TOTAL UNITS WATER CLOSET (TANK) 1 5 5 SYMBOL DESCRIPTION J" GS PROP. GREASE SEWER -URINAL 1 5 5 J" ss PROP. SANITARY SEWER 1/2 LAVATORY 1 2 4 -------4" s---PROP. SOIL OR WAST£ PIP£ J/4 HAND SINK 1 2 2 . " PROP. COLD WATER PIP£ , 1/2 J-COMP. SINK 1 4 4 ---1 "flW PROP. HOT WATER PIP£ J/4 INDIRECT DRAIN TO FLOOR SINK PREP. SINK 1 4 4 J/4 INDIRECT DRAIN TO FLOOR SINK -INDIRECT DRAIN TO FLOOR SINK TOTAL 24 -----1/2"G --PROP. GAS PIP£ ~ POINT OF CONNECTION (P.O.C.) -------~Y---VENT LIN£ 1 EXIST. V.T.R. VENT THRU ROOF - C.O.T.G. CLEAN OUT TO GRAD£ -INSTALL TRAP PRIMER -INDIRECT DRAIN TO FLOOR SINK -INDIRECT DRAIN TO FLOOR SINK -INDIRECT DRAIN TO FLOOR SINK WATER HAMMER ARRESTER SCI-IEDULE TYPE NO. -FIXTURE UNIT RATING PIPE SIZE TOTAL HEIGHT BASIS OF DESIGN INDIRECT DRAIN TO FLOOR SINK TYP[-1 1 -11 3/4" 4" SMITH -HYDROTROL CO. -INDIRECT ORAIN TO FLOOR SINK TYPE-2 12 -J2 1" 5" -DO - TYPE-J 33 -1· 6" -DO - • I ~~WD@D@OO@ 1~ ITEM MOO. GAS SIZE DATE BY 6/6/08 KJFF 0 @Csu@ 0 Cr □uuu ARCHBTl!ECTS, INC. ARCHITECT• PLANNER • ENGINEER ADDRESS: 7601 COMMONWEALTH AVE., BUENA PARK, CA 90621 TEL 714-739-5181 FAX. 714-739-5206 CONTACT: KWANG S. LEE, AIA. 1 e,,,., ~ z ~ ::i:: ~ YI 0 <I: ta :! 11,1 m ~ KIi 1--> a: "-i 0 l 0 A, a:: :s: LU As z ml! :e • Q .,J > --...I a: .... £1:1 z " z Cl: ◄ w -0 .., z 0 :, w O'I !l,L, N Imm 0 ('J @[X]~~IJ 'j]'Q'jJ[!Jil: g plumbing plans DESIGN BY DATE K. LEE JAN. 28, 2008 DRAWN BY DATE P. LEE JAN. 28, 2008 CHECKED BY DATE K. LEE JAN. 28, 2008 PROJECT NUMBER SHEET NUMBER 7 @[? 12 DRAWING NUMBER P.1 ' ' ' "' 0 0 w ,-. z <( °' <( => CJ 5 z !Q w ~ <( u Ul ,-. u "' "' "' 0 u X Ul. w N Ul ,-. z w "' => u 0 0 ~ <( z CJ "' 0 >-,-. "' w n. 0 "' n. u z w "' <( I:' z w ,-. z 0 u P-11 ,----- 1 I ~-COTG. -p [□ 1' /EXIST. L --L]-2" GAS METER -01 P-1 0 ¾ I~= 2" VTR. I _::_-03 j I I I -,1,,--- I ~· ~----'--"" =--ice'--·-=-•~----j ,___---_--_-=r---_--_-_,--1\_ ~ - [J] P-3 . ::Dj =!:) C:) ~!-~--------~--~---------'nu .. \ --===----· ------. -----m 1.5" VTR. 1.5" VTR . .J -st-I L,_ I I I I rl, ~ ~ s wer nd as lu -s-cA-LE~: -1/-4'-, =-1-,-~=-.. --=P'---__ ___c:__p=--la_n ______ _,@ PLUMBING SPECIF/CATIONS :fl: 1. ALL WORK SHALL CONFORM TO U.P.C. 97. 2. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED TO PERFORM HIS WORK. 3. MATERIALS SHALL CONFORM TO BASE BUILDING TYPE: A. SOIL, WASTE AND VENT SHALL BE CAST IRON, NO-HUB PIPE AND FITTINGS B. WATER PIPE TYPE "L'' COPPER TUBING HARD TEMPER, HARD DRAWN PLUMBING FIXTURE ROUGH-IN SCHEDULE ASTM B88-66A AND WROUGHT COPPER OR BRONZE SOLDER SWEAT FITTINGS. C. INSULATION -MICRO LOCK FIBERGLASS IN CONFORMANCE WITH TITLE 24 CALIFORNIA ENERGY CONSERVATION CRITERIA. JACKET SHALL BE WHITE F.R.J., WITH VAPOR BARRIER. D. ALL GAS PIPE SHELL BE SCH£. 40 BLACK STEEL PIPE. 4. VERIFY SIZE, LOCATION AND ADEQUACY OF ALL EXISTING UTILITIES AND CONNECTIONS BEFORE PROCEEDING WITH WORK. 5. COORDINATE ALL WORK WITH ALL OTHER TRADES AND CONTRACTOR. 6. ALL COLD WATER PIPING ABOVE HUNG CEILING SHALL BE INSULATED TO PREVENT CONDENSATION. 7. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURES AND KITCHEN EQUIPMENT FOR INSTALLATION AND ROUGHING-IN. 8. FIELD VERIFY ROUTING OF PLBG. PIPES & CLEARANCE AVAILABLE FOR PIPE SLOPES WITH STRUCTURAL CONDJTIONS & OTHER TRADES BEFORE START OF WORK. 9. ALL PLUMBING LINES SHALL BE INSTALLED W/ A MIN. OF 1/8 INCH PER FOOT SLOPE PER THE UPC. 10. ALL CONDENSING LINES FROM REFRIGERATOR, ICE MAKER AND FREEZER SHALL DRAIN TO FLOOR SINK. 11. DRAIN LINES FROM FLOOR PERP. SINK SHALL DRAIN TO FLOOR SINK. 12. DRAIN LINES FROM UTENSIL SINK SHALL DRAIN TO GREASE INTERCEPTOR. PLUMBING SEISMIC NOTES: 1. ALL PIPING SHALL BE SEISMICALLY RESTRAINED IN ACCORDANCE WITH THE SMACNA GUIDELINES FOR SEISMIC RESTRAINS OF MECHANICAL SYSTEMS AND PLUMBING PIPING SYSTEMS WITH PREAPPROVAL NUMBERS ( E.G. R-001, ETC. ) 2. PROVIDE SEISMIC RESTRAINTS FOR ALL EQUIPMENTS AS REQUIRED BY CCR TITLE 24, PARET 2, TABLE 23-P,. INCLUDING TANKS, MOTORS, PUMPS, BOILERS, AND CONTROL PANEL WHERE EQUIPMENT IS DIRECTLY MOUNTED ON THE FLOOR OR ROOF, OR WHERE THE EQUIPMENT IS OVER 20 POUNDS, AND SUSPENDED FROM THE ROOF, FLOOR, WALL, AND MOUNTED ON VIBRATION ISOLATORS. 3. FOR PRIMARY REQUIREMENTS, SEE SPECIFICATION SECTION 15240 SYMBOL FIXTURE P-01 WATER CLOSET(H/C) TANK TYPE P-03 LAVATORY(wa/1 mt.) P-05 MOP SINK P-06 HAND SINK P-07 3-COMP. SINK P-08 PR[P. SINK P-10 COKE MACHINE P-11 WATER HEATER(90K btu/h) P-12 F'LOOR SINK P-13 FLOOR DRAIN P-14 EXPR[SSO CORT[ MACHINE P-15 SMOOTHIE DISPENSER P-16 MILK SHAK[ BL£ND£R P-17 INTEGRITY COFFEE BR£W£RS/ DISP[NSERS P-19 MANITOWOC IC[ MACHINE DICE, CAN ADAPTER, CUBER HEAD WASTE TRAP VENT (INCH) {INCH) (INCH) 4 INTEGRAL 2 2 1-1/4 X 1-1/2" 1-1/2 2 1-1/4 X 1-1/2" 1-1/2 2 1-1/4 X 1-1/2" 1-1/2 2 1-1/2 X 2" 1-1/2 2 -1-1/2 1-1/2 1-1/2" - --- 2 2" "p" TRAP 1-1/2 2 2" "p" TRAP 1-1/2 1-1/2 1-1/2" - 1-1/2 1-1/2" - 1-1/2 1-1/2" - 1-1/2 1-1/2" (DRAIN TO F.S.) - --- P-11 c.w. (INCH) t/2 1/2 3/4 1/2 3/4 3/4 1/2 1 - - 1/2 1/2 1/2 1/2 1/2 -01 ti P-06 ·1--~ -;::,- ----',;::=::::::==::::;-1 ______... \.1---J--~- I P-1 H.W. FIXTURE (INCH) - 1/2 3/4 1/2 3/4 INDIR[CT DRAIN TO FLOOR SINK 3/4 INDIRECT DRAIN TO FLOOR SINK -INDIR[CT DRAIN TO FLOOR SINK 1 EXIST. - -INSTALL TRAP PRIMER -INDIRECT DRAIN TO FLOOR SINK -INDIRECT DRAIN TO FLOOR SINK -INDIRECT DRAIN TO FLOOR SINK -INDIR[CT DRAIN TO FLOOR SINK -INDIRECT DRAIN TO FLOOR SINK P-03 '=!Ir I I p P-3 P-12 hot nd c Id water plumbl-g plan ~ _S_C_A-LE-: -1/_4_"_=_1_'--0-,,--------------------1. 1, = DOMESTIC WATER DEMAND PLUMBING LEGEND FIXTURE QT'r FIXTURE TOTAL UNITS SYMBOL DESCRIPTION WATER CLOSIT (TANK) 1 5 5 3" GS PROP. GREAS[ S[W[R URINAL 1 5 5 3" ss PROP. SANITARY SEWER LAVATORY 1 2 4 -------4" 9---PROP. SOIL OR WASTE PIP[ HAND SINK 1 2 2 " ' PROP. COLD WATER PIPE 3-CDMP. SINK 1 4 4 ---4''rn¥ PROP. HOT WATER PIPE PREP. SINK 1 4 4 -----1/2"G-PROP. GAS PIPE TOTAL 24 ~ POINT OF CONNECTION {P.O.C.) -------~v---V[NT LINE V.T.R. VENT THRU ROOF C.O.T.G. CLEAN OUT TO GRADE WATER HAMMER ARRESTER SCHEDULE TYPE NO. FIXTURE UNIT RATING PIPE SIZE TOTAL HEIGHT BASIS OF DESIGN TYP[-1 1 -11 3/4" 4" SMITH -HYDROTROL CO. TYPE-2 12 -32 1" 5" -DO - TYPE-3 33 -1" 6" -DO - # ITEM DATE BY ARCHITECT •PLANNER •ENGINEER ADDRESS: 76D1 COMMONWEALTH AVE., BUENA PARK, CA 90621 TEL. 714-739-5181 FAX. 714-739-5206 CONTACT: KWANG S. LEE, AIA. II-c1 z -::z:: w ~ :I m lid ... > a:: 0 0 ill. a: ! A. z I I :e • a > -... I-m z z ◄ ◄ LI.I u z 0 w a, I-~ C') plumbing plans DESIGN BY K. LEE DRAWN BY P. LEE CHECKED BY K. LEE PROJECT NUMBER SHEET NUMBER DATE JAN. 28, 2008 DATE JAN. 28, 2008 DATE JAN. 28, 2008 1 @[? 12 DRAWING NUMBER P.1 ' 2/14/2008 2:53:06 PM 6 w C, "' j z w "" 0 0 w u C, 0 w "' '= 0 w r z <( "' <( C, C, r 0 z ~ w J <( u "' r u w "' "' 0 u ' " N X ~ "' ~ w N en r z w ::, C, u 0 0 J <( z ci "' 0 ,: r "' w Q_ 0 "' Q_ u z s,,' r u w ·= -"' u 0: <I'. E ·-~ • r u • " a C. w "' <( U1 r z w r z 0 u -----./ SHUT-OFF VALVE SALAMAND[R BRO/L[R (35,000 BTU/HJ (32 CHF) -J~ ~ /-✓ ill ·, TOTAL BTU/H -674,000 BTU/H TOTAL CFH -613 CFH(674K/1100) DEVELOPED LENGTH -57.5' PIPE Sil[ REQ'D -1-1/2"(per table 12-3) EXIST. GAS SUPPLY -1-1/2" ~OP. TRUNK Sil[ = ~~~ "~'---r·J- '-----/\..____.,,-_/ "" Gas Line Isometric Diagram N. T.S. POINT OF CONNECTION Gas Line Isometric Detail N.T.S. 0 ~ ¼ ¾i -~jft' ~ Hot/Cold Water Isometric Diagram NTS CITY OF NEWPORT OEACH BUILDING DEPARlMENT APPROVAL OF THESE PLANS DOES NOT CONSTITUTE EXPRESS OR IMPLIED AUTHORIZATION TO CONSTRUCT ANY BUILDING IN VIOLATION OF OR INCONSISTENT WITH THE ORDINANCES, PLANS, AND POLICIES OF THE CIT\' OF NEWPORT BEACH, THIS APPROVAL DOES NOT GUARMffEE THAT THESE PLANS !IRE IN ALL RESPECTS, IM COMPLIANCE WITH CITY, BUILDING, AND ZONING ORDlf·JANCES. PLANS Ai JD POLICIES, THE CITY OF NEWPORT BEACH RESERVES THE RIGHTTO REQUIRE ANY PERMITTEE TO REVISE T!-lE BUILDING STRUCTURE OR IMPRO\IEMEIH AUTHORIZED Bl' THESE PLANS BEFORE, DURING OR AFTER CONSTRUCTION, IF NECESSARY TO COMPLY WITH THE ORDINANCES, PLANSAND POLICIES OF THE CITY OF NEWPORT BEACH PERMITTEE'SACKNOWLEOGEMENT: ________ _ [SIGNATURE) ,;,OE~PA~RJ~ME~NT~-~Sl=G'='T=IJRE~ _____ DA7 ~E __ Pl 181 IC WORK fil~~illl~E~---------IR __ _ ~~WING Sewer Isometric Diagram NTS II :'81]:WD®U@)IN]@:, :: ITEM DATE BY ffi MOO. GAS SIZE 6/6/08 KLEE &IJB©[X] DuUcl©TI' g 0 @@@ □C?DCnJO ARCHITECTS, INC. ARCHITECT • PLANNER • ENGINEER ADDRESS: 7601 COMMONWEALTH AVE .• BUENA PARK, CA 90621 TEL. 714-739-5181 FAX. 714-739-5206 CONTACT: KWANG S. LEE. AIA. ®~&11 g 1 p c1 z ~ i ::c I.I.I ~ ct) :!: w m ~ w I= > .... 0 '6 0 a. '3 a:: :: l!.I Ai z am:11 :I • Cl .JI > """" ..... .ml a: I-ID z " z ,cc <a: I.Y --u "") :z 0 :, w en I!.. Im ~ (') ®[X]~~u u□ul1rn g isometric diagram DESIGN BY K. LEE JAN. DRAWN BY P. LEE JAN. CHECKED BY K. LEE JAN. PROJECT NUMBER SHEET NUMBER DRAWING NUMBER 28, 28, 28, DATE 2008 DATE 2008 DATE 2008 I ( I ' I N ----" --:.._ N 0 0 CXl N (J; 0, 0 N u ;;: CONTENTS ARE pac-,im ARcHiTECTS, INC, PROPERTY. ORIGINAL DOCUMENT SIZE IS 36" x 24"', CORf..tCT SCALE IS NOT GUARANTED lF REDUCED OR ENLARGED. ;.:: C) ;--, " y, en ~ s· (I) er I CD ;r i;" &1 ;r =: /; /, I \\ \\ \\ \\ I • \\ \\ :.::1~ uJ Q) I "'Ii ;r I Cl !!'"lo :ii~ n ~ I' ~ ; 0 "' ~ % G') :z C: .:: "' J"l 1/ \ VI :,: "' ~ :z C a:: ID l"l "' :,, I\) "'I 0) © 'iii] """' ~ ;g ~ :g :;;; cJ cJ ~VJ~i;:ji;!i;! . :-i r-r-r- ::r1§;;~~3~c: C: ltJ O ..... ~l/J~r-~ C: .a r:,-, ~=Bo~ ri, '=< :t ~ II II II II II II t\.,) I'..:) -0, 0) O':) :: :: [ 'J --.:. '-I -u, (.,., _..,. ~ ·0 8 • ::::i a j;:I r-0 ;;:j ~ WATER HEATER 8'(3/4") (90,000 BTU/H) ~ "'· (82 CFH) \-:i?_ , .... S' ..... "' 0, Co • .., '-J -:--1 8'(2" ~ ..,. ~ §. ~::i: iii ---a "' -8 I RADIANT BROILER (96,000 BTU/H) (88 CFH) \,::; i~ -"i r,:i~ "-J • W~S:2 '-' ·"' s;: ~ GRIDDLE: (85,000 BTU/H) (78 CFH) 6-BURNE:RS RANGE/OVEN (168,000 BTU/H) (153 CFH) \~ .'-" FRYER (100,000 BTU/H) (91 CFH) FRYER (100,000 BTU/H (91 CFH) G C) c::, ;:: :i:: 0 ~ V 4•012·) 1..:::i.i~ ~"' '-'-2! r"' gJ I 0~ :,;._ ltJ :q I C: • I <"' n-, • y L_ ~;g oc:i s:: V) ~§§ ;:;::ni ::0 ~ 8:i ~ :,;. cl ~ . ~ I 0 -0 00 < -:;::< 1"17--j 0C:, :::! .,., a < I I j ·\ '1] "' 0 '-1"1 ~ I 0 \ (/ \ \ )\ \ . )' '\ I \ \ Q~ .~'i \ ), I \ ~ //.,/ I R I \ J \ ~ 'f'/ -t) ~~/' .~f \ •• , * I I Y..IW,\ yql \ I I I . \ . I YI \ I I'\ /· \ , , VI ; I / jl \ F I ' I I ;1 V \ y 1· I I ~1pmS' . "' s \ ~\ I V ' A , i ~\ \ ,; \ ,')v Yj I I; I 11/ I \ ,,, \f& 0-:; \ \ \ ~ 1 ~ie \ 1/ \ / .rl> i\\ n\\ .. <,,o ,\t::, \\\\ ,,o .~~ '\ \ \\ (\ I \j~\ ~\ '\\ ~.\ v/ .~D I V ',( \I . fa,,,, ~4 II \\ \ I \{;- \ \ t / \'J \ \; I \l \ ,yl\ / I r \ \ I \ \ ' I {' I \\ f I f \ I \"Ji \ II \I\},\ I \l_ir:"-\ I 1 fP8\ \ I Cf5,.f> ~~\ \ I {,;') ~ ~ ) \ / '<I~ f1 \ I '\ ·'1\( \ I V Y"" '> I I 1 / I "-\ I I '< II V ('") 0 c:, Q. :::• (!!Ji) ;,::;::C-u::O;:i:;;rri . 8. ~. ~ r::,,:::r:zr~ r,r,rr, rr1 rl"l O fTl 00 r7 a:, "' -< -< -< ~-.,,, 25 .., 0 1M] ~ a 1M] ----, ............. ~ -_ .. ~&1""17Am --.m ;.:: C, ;--, I) 0 en f'!1l s· CD er i ;a a· 9 1,• ~ I ~1 ;;:a: (/j aO 9~ @i ~~ n·Q; ";e ;·l ~" ii a z C: .:: a, "' "' ii (1) ~ 51 ;r cc;] ..... Ir TENANT IMPROVEMENT §':>) c;, □ c", 00 © c::'1] §:; I§:; I§:; :z z z N N N CX, CXl CXl . . -NCNONC o~o~o~ 55 rr, ~ rr, &; rr, in 1M] □□ 3029 OCEAN Bl VD. INIEWPORT BEACH, CA j \◊ 1/ \ \ \, \ \;,J' \\ > G\' I / (; / .. 'i V') ~ ' (I,, ' . \ \\ \,,, ;1 f \ ~ r"~ -0\~. ~ ) I ~~ \ I i I ' I • I ( d ! V ✓ I L I Y)I, I ~ \ \ \ \ I II \ J ~ \ \ / l If\ I ' y f t.:·1; ;; I!~ II I .l" ~ ' 0 \ \ )\ ~\ ~ v· ;y, ,,,, ~ I \C'1' '; • /· L. _;, I 1' \ "11•;,· /J \ \\ i rr10) I. . \\ • 'I/ ;0 A \ Cl \10' i <s / r\ / i\ • v• •~\ , \ \ • ~•a· ". • \ "!!, .. " (\ \\ \ \ i (( ( '0 ~ @ @:, 1M] © cc;] 'irJ @ ~ □□ l ! \\1 / ol /A1N / >1/11); _/i 0)1// 7-Y ~ I I i I 1( ;~· \~II X I I I iv \j# ~ l.r~ -- . !~,t. %; l\) G> ..., "~~. ~ ~ :': VJ ;,--'a. ,,., "" o,.. -.:"FAr:,.. . ~I" @!) liuii ~ F 00 8 E, ► .. ~ z C, JJ s;! Rl Cl :D 0 1/1 :i; .... @ -I (/) -l ', ;;, -,,-10,:.:, ~ :z: ,:;c ► f"l C o, '1 """ ► X["'f"lO • ....!I @ z· z .... 'il_,. G'> ::;:::►o i;; 1ft V) ".;:..,:iO Z A • T I ► a:: z ,, □ r--...J--..J;o~ m ....I ~ (.,Jv,l]'Q :0-, c:::;::i ,,, "' "' z . ,. \ ' ' . . '\; • ,/_,' ,'''\ \•103,\ •• ..• ) 1, ~\ \ ,.:, .___,,'It j j< ~1/ j ,~,--~- -, l -, , 1 ' ' ' ) 'J' ~ ~ @ ~ ~ ~ Lml ~ -J 00 • &;;-_/ ·~fv 'rl ~ I So! = [jiij ~ (!!Ji) = =i I @ \2 §i,; @!) • 11n::e m v, ► "' "' ► "' z .. r--io 'j; N -" ► G) L_____J ~ . oco'°c; -1111111 8 o,-0:,: Z "Ill en m Ilia N m A _,, ~ :n ,, l"l • ~ ---· . ·------,;---i ' I I . ·1 - ,, , ,/ 0 w '-' "' "' J z w "' 0 0 w u " 0 w "' " 0 ~, >--z "' "' <{ CJ '-' >--0 z '!! w J <{ u "" >· u "" fr "' 0 u ~' N X "' "' '!! w N "' >--z w " " u 0 0 J 4'. <: '-' "' 0 ,, ' >' '"' "' w ~ 0 "' ~ cl z ,;; '"' " w '"' ..:,: u " <C E ·-k • 0 G C. w "' <( "' ,-z w >--z 0 u AC-UNIT I ____ __J Sl££P£R MOUNTING ROOFING ;ii¾~---c=--=-=•~ ----·------ HVAC EQUIPMENT SLEEPER POINT OF CONNECTION TO AC UNIT DRAJN. ~ J/4" (THRU 3 TONS) '- SLOPE 1/4" MIN. PER FOOT. \ OPEN VENT \n \ ""-~-CON11NU£ CONDINSATE UN£ TO TAIIPl£C£ OF lAVATDRY OR FLOOR SINK @ GROUND FLOOR AC-UNIT, CONDENSATE DETAIL AC UNIT ROOF VOLUME DAMPER SHEET METAL AS REQUIRED MAIN DUCT./ AIR FLOW , .,,,-FLEXIBLE DUCT <C"'--,CY TO PLENUM OR DIFFUSER. MAX. LENGTH 7 FEET l!/DIES: FURN/Sf{ THIS TYPE CONNECTION WHEN SINGLE-UN£ DUCTWORK IS INDICATED AS THIS FOR BRANCI/ES WI/H LESS THAN 25% OF THE TOTAL AIR FLOW ROUND DUCT BRANCH CONNECTION 1" X 22 GAUGE FLf:XIBLE DUCT,SEE PLANS FOR SIZE. MINIMUM RADIUS EQUAL~ =-- TO ONE DUCT DIAMETER. DIFFUSER DETAIL :i.-----EYE SCREW #12 WIRE CE/UNG DIFFUSER Sf£ PL4NS AND SCHEDULE. CONNECT FLEXIBLE DUCT TO COLLA/? WITH 22 GAUGE CLAMP AND FOUR SHEET METAL SCREWS AND SEAL WI/H DUCT TAPE CE/UNG LEGEND Ii * ii AIR SUPPLY DIFFUSER Ii ◄I AIR RETURN REGISTER II 6JI MAKE-UP AIR REGISTER DIFFUSER/REGISTER SIZING SUPPLY DIFFUSER CFM NEC!< SIZE UP TO 150 8x8 151 -225 10x10 226 -350 12x12 RETURN REGISTER UP TO 100 8x8 101 -150 10x10 151 -200 12x12 201 -350 14x14 351 -450 16x16 451 -600 18x18 601 -700 20x20 701 -800 22x22 EXHAUST FAN SYMBOL SERVICE SERVICE $ EXHAUST FAN AIR SUPPLY DUCT -- ----AIR RETURNY DUCT DUCT SIZING DUCT SIZE CFM IN SQ. INCHS IN DIAMETER UP TO 65 13 SQ. IN. 4" DIA. 66 -100 20 SQ. IN. 5" DIA. 101 -150 28 SQ. IN. 6" DIA. 151 TO 230 39 SQ. IN. 7" DIA. 231 TO 300 50 SQ. IN. 8" DIA. 301 TO 400 64 SQ. IN. 9" DIA. 401 TO 520 78 SQ. IN. 10" DIA. 521 TO 770 113 SQ. IN. 12" DIA. 771 TO 1000 154 SQ. IN. 14" DIA. 1001 TO 1300 201 SQ. IN. 16" DIA. 1301 TO 1700 255 SQ. IN. 18" DIA. 1701 TO 2100 314 SQ. IN. 20" DIA. 2101 TO 2500 380 SQ. IN. 22" DIA. 2501 TO 3200 452 SQ. IN. 24" DIA. INTAKE FAN ESP@ TYPE SETTING CFM (CFM) RPM IN. W.C. V ~ GRAINGER CATALOG TLT. EXH. DAYTON FAN CEILING MOUNTED 100 1200 120 0.1 115 PACKAGED NC UNIT DIM. SYMBOL BASE OF DESIGN NOM. SERVICE LXWXH NET COOL CAP. HEATING INPUT MFG'R/MODEL NO. TONS WT.(LBS,) (BTUH) (BTUH) ~ CARRIER ROOF 60"X45"X33" 48HJF004 36,000 36,000 3 MOUNTED (564) KITCHEN HOOD SCHEDULE CONST SIZE I . T1 300 CFM . ELECTRICAL DATA p HZ 1 60 CFM SOUND RATING 1200 80 200 CFM I -m 1CO~CFM I l 600 CFM [!] I 1-----------i- i r----71 I ~c r1 I 1 I Ji--'.!----I L ____ J ~ 50 CFM . 'J --~--·. ---~---" ' . ~-- vi =-\ \_i _/ 100 C '-M ' , ' e u --" -I I 300 CFM ,,,. ~ a,, 600 CFM -----------------------------!!] 11,500 CFM __/ HO Jl EXHAUST FAN <K~F) r 7 l~I I I I I I / J -----7 ~~+---++------l "-. / 22x3 ' ;fTc\ 1 1 A AIR INTAKI , UCT '\::J7 ' \ 300 CFM I [ --------+------\·'·-----------~ \_ 11,420 CFM 1----J0'-0'(1 IN}------a OP. WT. (LBS) REMARK AMPS LIGHT SWITCH IN-LINE 1.1 12 CLG. HUNG W/BACK DRAFT DAMPER ELECTRICAL DATA HSPF SEER COMPERSSOR-AMPS RLA RLA OFM-AMPS !FM-AMPS V 6 13 10.3 10.3 0.70 4.90 240 GREASE FILTER ----10'-0 (i IN.)---~, MAKE -UP AIR BLOWER (EVAPORATE COOLER) SPECIAL NOTES : 1. CONTRACTOR SHALL VERIFY PRECISE DUCT LOCATIONS. 2. ALL DUCT WORK SHALL BE INSTALLED ON ROOF. 3. ALL ROOF RUN DUCT SHALL BE RIDGED MATERIAL. POWER SUPPLY REMARKS p H OP. WT. MCA RLA PROVIDE: W/7-DAY,24 HR. TIMER CONTROLLER 1 60 23.3 23.4 564 T' STAT. & ROOF CURB I I EXPOSED AIRFLOW HOOD SP DUCT COLLAR DUCT VELOCITY SYMBOL LOCATION SERVICE TYPE THICKNESS L X w X H CROSS AREA SIDES MAKE SIZE FREE AREA RATING SP REMARKS APPLIANCES HOOD CF:M TYPE MATERIAL Q'TY IN.WG SIZE IN FPM MODEL MATERIAL IN, (GAGE) MIN FT SQ.FT INCHES SQ. FT CFM/FILTER IN.WG w KITCHEN HIGH I STAINLESS 0.03 (22) 14 X 4 X 2 64 3 11,500 FLAME GARD FIXED STAINLESS 14 20 X 16 1.32 BOO 0.23 0.50 22x30 1,969 Q = 200 A TYPE 3 BAFFLES STEEL TEMPERATURE * STEEL REMARKS * FOR APPLIANCE HOOD, SEE HOOD FRONT ELEVATION * INSTALL FIRE EXTINGUISH SYSTEM. SUBMIT SHOP DRAWING FOR FIRE DEPT. APPROVAL. FAN SCHEDULE AIRFLOW SP FAN MOTOR ELECTRICAL SYMBOL LOCATION SERVICE TYPE DIRECTION OF DRIVE TYPE POWER SPEED VOLTS/PH/Hz OPER. WEIGHT MANUFCATURER MODEL REMARKS CFM IN, WG ROTATION DISCHARGE FAN SPEED HP RPM ENCLOSURE UNIT FLA ~ ROOF HD-1 FC 11,500 1 ccw UPBLAST 713 BELT 5 730 ODP 208/1/60 7.5 546 GREENHECK SWB-136-210-CCW-UB INTERLOCK CENTRIFUGAL ELECTRICALLY W/ EC-1. REMARKS EVAPORATIVE COOLER SCHEDULE -' : ·,., -r.~;i ? ·• FAN ELECTRICAL DATA SYMBOL LOCATION SERVICE TYPE AIRFLOW !;SP .. PUMP FLOW WATER DRAIN OPERATING MF'R DUCT OPENING FAN SPEED MOTOR POWER VOLTS/PH/Hz MODEL REMARK CFM IN;W<,_ ' TYPE DRIVE GPM UNIT FLA SUPPLY IN,\ll IN,\!l WT. LBS SIZE IN RPM HP ~ ROOF HD-1 DOWN 11,420 0.3 FC 389 BELT 3 3.45 208/1/60 9.6 1/2 1 420 ADOBE AIR ARCTIC CIRCLE 26x26 INTERLOCK ELECTRICALLY DISCHARGE CENTRIFUGAL ED-143 WITH KEF-1. ' REMARKS 1. UNIT SHALL BE UL LISTED. ,.,_. 2. INSTALL BLEED-OF SYSTEM ACCORDING TO .M>!\f:!UFACTURER'S INSTRUCTIONS. . . # ITEM DATE BY ARCHITECT • PLANNER • ENGINEER ADDRESS: 7601 COMMONWEALTH AVE., BUENA PARK, CA 90621 TEL. 714-739-5181 FAX. 714-739-5206 CONTACT: KWANG S. LEE, AIA. t,'t>'D Ali: ,~ 'l}.G-8 "'I,,, ... ~CU"-'I'>,>;¾ c71 ~ .8/ CA ... z w :e w > 0 a: A, :E ll\llll!9 m-z II( z 1W Im ct () -:1: ~ LY Ill I-a: 0 0. == l&I z • 0 > ...I Ila z <I! II.I (.) 0 a, N 0 C') HVAC,, plan and details DESIGN BY K. LEE JAN. 28, DRAWN BY P. LEE JAN. 28, CHECKED BY DATE 2008 DATE 2008 DATE K .. LEE JAN. 28, 2008 PROJECT NUMBER SHEET NUMBER 9 DRAWING NUMBER 2/14/2008 2:56:24 PM ' I I I . ci w " "' -.'.I z w "' 0 C, w 0 ::, C, w "' "" 0 w >-z <( "' .,: ::, " >-0 z "' w -' <( 0 V1 >-0 '" "' "' Q 0 -·· -:., N X " "' "' "' w N ui >-z w :,e ::, u 0 0 -' <( z 13 "' 0 J ,.: >-"' w Q. 0 "' Q. u z ,;; >-u w .t:: .z u "' -<t E ·--• 0 G C. w "' <( "' >-z w >-z 0 0 TROFFER SUPPORT NOTE: ALL ELECTRICAL EQUIPMENT, CONDUIT,FIXTURES ETC. SHALL BE SECURELY FASTENED TO THE BUILDING STRUCTURE AS PER CITY ORDINANCE. SEISMIC WIRE TYPICAL 2 #12 AG WIRES ONE EACH ENI) Of --FIXTURE DIAGONALY OPPOSED. THESE MAY BE SLACK. RECESSED FLUORESCENT FIXTURE #12 AG WIRE TO GRID MEMBER WITHIN 3 INCHES OF EACH CORNER OF EACH FIXTURE TYP. 4 CORNER. T-BAR GRID SCREWS OR OTHER APPROVED METHOD OF FASTENING TO BUILDING STRUCTURE. PROVIDE T-BAR HOLD-DOWN CUP AT EACH CORNER,TYP. 1. ALL LIGHTING FIXTURE SHALL BE POS/TNELY ATTACHED TO THE CEILING SYSTEM. THE ATTACHMENT DIV/CE SHALL HAVE A CAPACITY OF 100 PERCENT£ OF THE LIGHTING FIXTURE WEIGHT ACTING IN ANY DIRECTION. 2. WHEN INTERMEDIATE SYSTEMS ARE USED #12 HANGERS SHALL BE ATTACHED TO THE GRID MEMBERS WITHIN 3 INCHES OF EACH CORNER OF EACH FIXTURE. TANDOM FIXTURE UTILIZE COMMON WIRES. 3. WHERE HEAVEY DUTY SYSTEMS ARE USED, SUPPLEMENTAL HANGERS ARE NOT REQUIRED IF A 48" MODULAR HANGER PATTERN IS FOLLOWING. WHEN CROSS RUNNERS ARE USED WITHOUT SUPPLEMENTAL HANGERS TO SUPPORT LIGHTING FIXTURES THESE CROSS RUNNERS MUST PROVIDE THE SAME CARR/NG CAPACITY AS THE MAIN RUNNER. 4. LIGHTING FIXTURE WEIGHT LESS THEN 56 POUNDS SHALL HAVE IN ADDITION TO THE REQUIREMENTS OUTLINED ABOVE, TWO #12 GA. HANGERS CONNECTED FROM FIXTURE HOUSING TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACKED. 5. THE LIGHTING FIXTURE WEIGHT 56 POUNDS OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE USING #9 GA. WIRE OR APPROVED HANGER. 6. PENDENT-HUNG LIGHTING FIXTURE SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE USING #9 GA. WIRE OR APPROVED ALTERNATE SUPPORT WITH USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. FIXTURE LEGEND TYPE SYMBOL DESCRIPTION LAMP INPUT WATTAGE ® jl=e=lj 1X4 FLUOR. LTG. FlXTURE (2) F32T8 58 -$-EXIT SIGN \IHH BATTERY PACK . (2) 5W LED W / EMERGENCY BUG EYE (2) 6W 22 $ EXHAUST FAN 20 - . §= DUPLEX OUTLET, (18" AFF U . . o.) 8= G.F.I. DUPLEX OUTLET, (18" A F U.N.O.) §:: G.F.I., WP. DUPLEX OUTLET, ( 8" AFF U.N. b.) NOTES: VOLTAGE 120 120 120 LIGHTlNG WIRING CONTROL DIAGRAM / NEMA 1 CABINET MOUNTED r---t---~_!/~~ NEAR PANEL "A" I H I I N 120V. I I I I I I I I I I I I I I I I l I I ~,__TIMECLOCK 7-DAY PROGRAMMABLE W/ BATTERY BACKUP CEC APPROVED (2 N.O. 30A CONTACTS). i---- 1 I I I L_..J I 120V OPERATION TIM R. CEC APPROVED 120 -20A 0-2 HOUR BY-PASS : 0 L '-,--~STA --------, -, '-----------!.!+>IC N I I I I I I I A-21------'-1 1 -----1II I ,. A 3 11 I -2 ,__--+1-----1-· I ., L _..J INTDOOR L TG. NOTES: 1. CONTRACTOR SHALL PROVIDE ALL WIRING & CONDUIT REQUIRED TO MAKE SYSTEM OPERATION. ALL CONDUCTORS SHALL BE #12 MINIMUM. 2. CONNECT EXIT SIGN/EMERGENCY BATTERY SENSING LEAD/NIGHT LIGHT AHEAD OF LIGHTING CONTACTORS. LIGHTING NOTES: 1. ALL LIGHTING SHALL BE CONTROLLED BY TIME CLOCK PRO~DE A CEC APPROVED 7 DAYS PROGRAMMABLE TIME CLOCK W/ 10 HOURS BATTERY BACK UP. TIME CLOCK AND LIGHTING RELAYS SHALL BE INSTALLED IN A NEMA TYPE 1 ENCLOSURE ADJACENT TO PANEL 'i\" 2. PROVIDE A 2-HOURS OVER/DE SWITCH FOR AFTER THE HOURS CONTROLS INTERLOCK W/TIME CLOCK. MANUFACTURING MOUNTING EGRESS FOOTCANDLE CALC. & NUMBER SPEC BY ARCH/OWNER COOPER LIGHTLPX-SERIES PROVIDE 90 MINUTES BATTERY PACK APRDVE OR EQUAL "GREENHECK" SP-125 (INTERLOCK CONNECTION W/ RESTROOM LT.) RECESSED SURFACE RECESSED COS -e = ADJACENT = 8/18 = .45 HYPOlENUSE WORSE CASE FOOTCANDLE AT POINT A = (?)(CANDLE POWER)(COS G )_. 02 1. VERIFY ALL LIGHTING FlXTURES (LOCATION, ELEVATION, ETC.) Will-I ARCH. AND/OR OWNE PRIOR TO INSTALLATIONS. (2)(350)(.45) = .97 FC PANEL "A"(EXISTING) PAN EL" A" (EXISTING) LOCATION KITCHEN BUS SIZE(AMP) 400A 120/240V, 1 ¢, 3W. OUTLET CIR VA PHASE DESCRIPTION ~ISC LTG REC NO POLE CB ¢A ¢8 A 8 FRffZER I 1 20 764 TIM[R J 20 60 SPAR[ I 5 20 -• ESPRESSOR I 7 20 1440 • GOFFE[ BREWER I 9 20 2040 • KITCHEN OUTLET 4 11 20 720 • KITCHEN OUTLET 4 13 20 720 • KITCHEN OUTLET 4 15 20 720 • KITCHEN OUTLET 4 17 20 720 ' KITCHEN OUTLET 4 19 20 720 ' LT 17 4 21 20 992 HOOD LIGHT I 23 20 225 • EMC. LT/SIGN 2 1 25 20 480 ' TEA BLENDER I 27 20 1800 • ICE MAKER/BIN 1 29 20 2880 • REFRIGERATOR 1 31 20 1146 • FREEZER I 33 --...... 20 764 -1 35 2P --...... 764 I ICE CREAM/YOGURUT 2 37 '--. 20 573 -39 2P --...... 57] • SIGN 1 41 -600 105]3 13/42 0A ~ 21,555 ¢8 = 23,935 TOTAL VA = 45,490 AMPS = 190 TOTAL VA x 1.15 ~ 52,Jl4 HIGH ¢ VA = 23,935 AMPS ~ 200 HIGH o VA x 1. 15 ~ 27,525 -.. ~ 11 CIR ¢A ¢8 CB POLE NO 2780 45 ./ 2 2780 / 2P 4 1800 20 6 -20 8 1200 JO ./ 10 1200 / 2P 12 1200 30 ./ 14 1200 / 2P 16 -20 18 1920 20 20 720 20 22 900 20 24 720 20 26 720 20 28 720 20 30 573 20 J2 382 20 J4 1500 25 ./ J6 1500 / 2P 38 40 -42 11022 10793 AMPS ~ 218 - AMPS = 230 ! 18 X 18 A.I.C. RATING: 65K RECESS D SURF. [Kl OUTLET REC LTG MISC I I I I 4 5 4 4 4 I DESCRIPTION HOOD FAN TEA BLENDER SPARE EVAPORATIVE COOLER - EVAPORATIVE COOLER SPARE STEAM WARMER • KITCHEN OUTLET KITCHEN OUTLET KITCHEN OUTLET SERVICE OUTLET SERVICE OUTLET MILK BLENDER AIR CURTAIN HEATER APP~OVAl SPARE WITH THEO APP"~"-:.· SPARE lXIMPLIANC REVISETf/E BEFORE oli --.-... nNCES PERMITTEE'S ' ' CITY OF NEWPORT BEACH BUiOJNG DEPARTMENT OF THE:SE PLANS DOES Nor ION TO CONSTRUCT ANY BUil CONSTITUTE EXPRESS OR I gr:icOETS,GPUlAARANS, AND POUCifroG/~H~irTYTIOOFNNOEF OR INCONSI NTEE THAT THESE WPORT8EAC ~~~o~nilfJ~0~~1·eiio ZONiNG o&Mi~~it~§ ~1th~ rig Pee MPLIEO STENT H.TH/$ TS, IN IC/ES. EETO PlANS H THE U1NllGDOINRG STRUCTURE OR ~p1iV?,~tNfTTAOUREQU/RE ANY PER:i1f AFTER.CONSTRUCTIO •• • HiDRIZED BY THESE PLANS ANO POLICIES OF Tl-IE c~i~FD N,,,c,ESSARY TO COMPLY WIT WPORTBEACH ~CICN'OWiEDGEMENT: • !li;f& <llGNATIJRF {SIGNATURE) Q8If . 'e QA t,(1,1& -BY, ""'1i,._ APPROVAL TO ISSUE DATE: 1/H ) \ J w \ J I / s a A/C #1 @ ROOF <)TEL <)NET 7 ~ \ \ I s a b #2,4 1/5 #1 #7 l. #25 e d C #23 #21 C d #25 lighting plan SCALE : 1/4" = 1'-0" #26,28 KEF #1 @ ROOF #17 0 OG ,---L~ __ ........._#13, 15 #27 e <!TH 0 #22,24 #29 [Ilil power plan ~ ------------------l' NORTH SCALE : 1/4" = 1'-0" ~ ITEM DATE BY &\[];l@Gfl[l'U'~©u g 0 @Csu@ 0 C?Duuu ARCHITECTS, INC. ARCHITECT • PLANNER • ENGINEER ADDRESS: 7601 COMMONWEALTH AVE., BUENA PARK, CA 90621 TEL. 714-739-5181 FAX. 714-739-5206 CONTACT: KWANG S. LEE, AIA. c1 , 1--z M I :c w ~ ~ 2 w m ~ w Ii > .... 0 ""' 0 a. ~ a: == I.I.I A, z ml :i • Q ..J > --..I a: I-1:1:1 " z z ca: -◄ w C) ~ z 0 ~ Id °' b.i, I-g (') elec .. plan and schedules DESIGN BY DATE K. LEE JAN. 28, 2008 DRAWN BY DATE P. LEE JAN. 28, 2008 CHECKED BY DATE K. LEE JAN. 28, 2008 PROJECT NUMBER SHEET NUMBER 10 @[? 12 DRAWING NUMBER E.1 3/18/2008 11: 11 :54 AM i ! I ' ! ' !'. 0 w 0 "' <( --' z w "' 0 0 w u ::, 0 w "' "' 0 w >-z <( "' <( ::, 0 >-0 z 'c! w --' <( u u; >-u ;-i.JJ °' °' -::, u -" ' "' N X , "' "' !'.' ./ w N u; • >-z w "' ::, u 0 0 --' <( z " "' 0 ,-: >-°' "' a. 0 "' a. u z ' ~ >-" w >- .:,: " "' -<( E ·-~ • Cl a C. w °' <( u; >-z w ,_ z 0 u INTERIOR LIGHTINGS l"--1 N.ccT-=E.ccRc.cI o ___ R ______ L_I G_H __ T---I Nc_cG_P---'-o---w-=E_R_A_L_L_o_w_A_N_c_E ___ ~L T~G ____ 5 ____ c~I le ERTi Fl CA TE OF co M PLIANC E (Part 1 of 4) LTG-1-C PROJECT NAME SAND CASTLE CONCESSION STAND IDATE 01/28/DB "' p BUILDING CONOl 11QN.ED SPACJC"<: BUILDING CATEGORY (From Section 145 Table 146-B) WATTS COMPLETE ALLOWED PER SF BLDG, AREA WATTS RESTRAUNT 1.2 1.100 1,122 AREi\ CATEGORY M~1HOD CONDITIONED SPACES AREo\ CATEGORY (From Section 146 Tobie 146-C) WATTS ~~ ALLOWED PER SF WATTS PAGE TOTALI I BUILDING TOTAL ARCA WATTS TOTAL ALLOWED WATTS I (From LTG--6 C or from computer run.) : g UNCONDITIONED SPACES Complete Building ond Areo Category Methad0,1 WATTS At~~ ALLOWED Category (From Section 146 Tobie 146 S&C PER SF WATTS PAGE TOTAL! all a BUILD!NG TOTAL\ oil a AREA WATTS TAILORED METHOD UNCONDITIONED SPACES TOTAL .UNCONDITIONED SPACES ALLOWED WA~S (From LTG 5 C ond LT !;i C) i3 2005 Nonresidential Compliance Forms September 2005 !INTERIOR LIGHTING SCHEDULE (Part 1 of 2) LTG-2-C I PROJECT NAN!E SAND CASllE CONCESSION STAND DATE 01/28/08 !INSTALLED LIGHTING POWER FOR CONDITIONED SPACES Luminaire Lamos/I al lasts Installed Watts C 0 C C C " ' ' rJ,Z r-OlZ r 0 r coo 0 z ~[ -/I, 333 b'o~ 303 C • •o §.g,3 3uo [8 u3 ~~[ .g~f,f [~~ t~Et ><::t:!!.. •u ~ e. 0 ='"[ '" i.l~g, :, a ~ "'!I! g~ • Name T<oe Description F1 FLUORESCENT TB 2 32 1 64 X 17 1,088 PAGE TOTAL I BUILDING 1DTAL (sum of oil pages) j PORTABLE LIGHTING (From LTG--3-C} I CONffiDL CREDIT (From LTG-4-C)I ADJUSTED ACTUAL WATTS I 1,088 1 1.oaa I a I o I 1,088 I ioo5 Nonres1dentfal Compliance Forms September 20od !LIGHTING MANDATORY MEASURES LTG-MM PROJECT NAME SAND CASTLE CONCESSION STAND IDATE 01/28/08 DESCRIPTION Desinner Enforcement □ 1J1(d)1 For every floor, oll Interior lightinj sys_teTf!S shall. be equipEed with a separate automatic control to t:thut off he lljhting. This outoma ic control sholl meet the requlrermmts of Section 119 on m□i be on occut""'/; sensor, automatic time $Witch, or other deliice capo le of outomo icol y shutting off the lighting. (Occupancy Sens.ors) [RI 1J1(d)2 Override for Building liihting Shut-off: The outomatic building shut-off system is ~ovlded wit o manual, accessible override switcH in sight of ttie lights. e oreo. of override Is not lo exceed 5,000 squora feat. [RI 119(h~ Automatic Control Devices Certified: All automatic CO!]lrol devi<?es sped ,ad ore certified. all oltemote equipment shall be certified and installed os directed by the manufacturer. [RI 111 Fluorescent Ballast and Luminaires Certified: All fluorascent fixtures specified for the p7/;1/'ect ore certified and listed in the Directory. All Installed fixtures shall be ce ,ed. [RI 132 Tandem Wiring for One and Three lomP. Fluorescent Fildures; All one and three lamp fluorescant firluras ore tandem wired with two lamp ballasts where required by Standards Section 1 J2; -or -oll one and three lamp fluorescent fixluras ore specified with electronic htgh-frequency bollosts and are exempt from tandem wiring requirements. IX] 131{0) Individual Room/Area Controls: Each roam and cre<i \11 this buildlng is equiP.~ed with o selarote switch or occupancy sensor device for each area wit floar---ta-ce1 ing walls. IX] 131 {b) Uniform Reductlon for Individual Rooms: All rooms and oroas greater thun 100 squarn feet and more than 0.B watts per square foot of lighting load shall bu controlled with bi-level swltchnig for uniform reduction of lighting within the roam. [RI 131{c) Ooyliqht Area Control: All rooms wlth windows and skylights ttmt are ~reoter than 250 square feet and that allow for the effective use of oylight in the area shall hove 50% of th,i lttmps in eadr doylit area -::carrtrolled by a separate switch; or the effective use of dayli~ht cannot be occomplishecl beacause the windows ore eontinuoueil shaded y a building on the a~·acent lol diagrom of shading during dif erent Umes of the year ls includ on plans. IXl 131(e~ Display Ll'!tting. Display lighUng shall be seporotedly switched on cirr.ui thnt are Q amps or less. 2005 Nonresident10J Compliance Fonns September 2005 PROJECT NAME DATE SAND CASTLE CONCESSION STAND 01/28/08 PROJECT ADDRESS I I 3031 OCEAN BLVD., CORONA oa MAR, CA Building Permit # PRINCIPAL DESIGNER -LIGHTING TELEPHONE KWANG S. tEE 714-739-5181 I I DOCUMENTATION AUTHOR TELEPHONE Checked by/Dote KWANG S. LEE 714-739-5181 Enforcement Aaencv Use GENERAL INFORMATION DATE OF PLANS IIUILDING CONDITIONED FLOOR AREA ICUMATE ZON~ 01/28/06 1,100 SQ.Ff. BUILDING TYPE [Kl NONRESIDENTIAL O 1-l!GH RISE RESIDENTIAL 0 HOTEL/MOTEL GUEST ROOM [K) CONDITIONED SPACES F7 UNCONDITIONED SPACES 0 INDOOR & OUTDOOR SIGNS PHASE OF CONSTRUCTION O NEW CONSTRUCTlON 0 AODITlON [Kl ALTERATION MEfHOO OF LIGHTlNG IXJ. COMPLETE BUILDING COMPLIANCE 0 COMMON LIGHTING 0 AREA CATEGORY 0 TAILORED D PERFORMANCE STATEMENT OF COMPLIANCE !This Certificcrte of Compliance lists the building features ond performance specifications needed to Jcomply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. !The documentation preparer hereby certifies that the /documentation is accurate and complete. / ' DOCUMENTATION AUTMOR ISJGNATUR~ /_,, ,1 A /!DATE KWANG S. LEE 01/28/08 The Princival Lightini Designer hereby certifies that t e pro~os. this set o construe ion documents is consistent with the o her d: building Oesign represented in compliance forms and worksheets, with the specifications, and with any other calculations submitt< d with this permit application. The ~reposed building hos been desiined to meet lighti91j ,eluirem, nts contained in applicable parts of ection 110, 11 , 130. 132. 14, 148, & 149 of I le 4, Po '6. D ThB plane & spl!clficatlons mant the requiremerrt;s of P11rt Ei (Sections 10-10.Jo) D The irrstollotion i;ertificat,,s m£..t th8 requirements at Port 6 (10-10Ja J) D The operotion &-maintent1nce lnformolion m<!W the requiremenls <Jf Port 5 (10-TOJo). Please ohe<lk ona (Theae1 sections of tire Buelne"'l 11nd Profc-"lliITTls code ore printed Jn full in tha Nanreetd<'!ntiol Mm1uol.) [XI I hereby affirm that I om <11lgibl11 1md<ir the ~avim"ons of Drvisli;m J of the Busrmmu and Prof11eeions Code tu sf9n thTs document as the pen;on resp1>n~ibl11 for lts preporotion: and th<rl: t om licensed In tlrn State of Colifumio as o cMI en9inecr ITT elm:biool engin11er. or I -am o llcenaed or,chlt11ot. D I affirm that I om eligible under the prQ'Visions of OMsion 3 of th~ Business and Profussfons Ctlde by sl>clion 5537.2 ar 5737.3 to si()n this document as 1h11 pernon rcspons.t,!e far its pmparal:ion; and thot I om o licensed conlmc!:or performirn} thls work. D I affirm that I am <illgiDlo under DMsion 3 of the Bu /'rJmrn and Profess!anu Code to sign this document because !t pertolmr to n m:ru,:tnm of type of work described aG e,,cempt pur ant to Bu~fnmrn am! Pmfosslone Code Sections 5537. 55J8 ond" 6737.1. . PRINCIPAL LIGHTING DESIGNER NAME I' r-_.....,, I.. "1A !DATE ILIC. ' KWANG S. LEE ~ ,, 01/28/08 C-25513 LIGHTING MANDATORY MEASURES . Indicate location o, plans of Note Block for M• ndatory Measures I SEE THIS SHEET I LIGHTING COMPLIANCE FORMS & WORKSHEETS (Che I< box if worksheet is included) 12iLTG-1-C. Prnis I of 4 and .2 of 4: C~rtificate of CMTlpli□nce. Part l of 4 and 2 of 4 an, required" for all submittola □LTG-1-C. Pa,t 3 cf 4; Certfficute of Complicmoe. Part 3 of 4 submittal is r~quired" onl~ if Control Cra<iits on, oloTmed llilLTG-1-C. Port. 4 of 4: Certificata of Complionce. Pnrt 4 llf 4 subm[l:ml fa required when ll9htin9 controls ara lnstall11d lli!LTG--2-C, Interior Lighting. Schedule □LTG--3--C: Portcb!e Lighting Worl<eheat 00LTG-4-C: U,;ihti~ Contrcls Crndit Worksheet □LTG:-5-C: Interior Ught;ng Power Allowanc<: □LTG--fl-C: Tcnared M<ithod Worksheet. □LTG-7-C; Room Co~ity Rafa, \Vorkshecl DLTG-8-C: Common Lighting Systems Mathnd Wml<lahse.t DLTG-9-C: Uno Voltage Track lighting Worksheet □OLTG-4----C: Srgns(Se,e OLTG-4-C Sfgn Wori,;~h~ fn Chapter 6,0utdoe>r U,;ifrting ond Signs Chapl.er) 2005 NonrnsidenHol Compliance Forms September 2005 !CERTIFICATE OF COMPLIANCE (Part2of4)LTG-1-C PROJECT NAME DATE SANO CASTLE CONCESSION STAND 01/28/08 !INSTALLED INTERIOR LIGHTING POWER FOR CONDITIONED AND UNCONDITIONED SPACES INSTALLED LIGHTING, CONDITIONED SPACES (From LTG-2-C PORTABLE LIGHTING (From LTG-3-C LIGHTING CONTROL CREDIT, CONDITIONED SPACES (From LTG-4-C CONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER ) ) ) 1,088 D 0 1,088 INSTALLED LIGHTING, UNCONDITIONED SPACES (From LTG-2-C)§ LIGHTING CONTROL CREDIT, UNCONDITIONED SPACES (From LTG-4-C) o UNCONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER Q ALLOWED INTERIOR LIGHTING POWER FOR CONDITIONED SPACES [&] COMPLETE BU!LDING MEfHOD (From LTG-5-C) 0 AREA CATEGORY MEfHOD (From LTG-5-C) ALLOWED WATTS 0 TAllORfD METHOD (From LTG-5-C) ALLOWED LIGHTING FOWER 1,122 !ALTERNATE COMPLJANCE 0 PERFORMANCE METHOD 0 COMMMON LIGHTING SYSTEM (From LTG-B-C) ALLOWED INDOOR UGHTING POWER FOR UNCONDITIONED SPACES (From LTG-5-C) WATTS [&[Qy,/ED INTERIOR LIGHTING POWER FOR UNCONDITIONED SPACES {From LTG-5-CJ I MANDATORY IN I ERIOR AND DAYLIGH I ING AUTOMATIC CONTROLS CONT~OL LO)/)TION CONTROL CO\f;TfcOL TYP~ Ch('~k lf NOTE TO Room lYPE (Auto Time w1 ciJ, Dimming, etc.) SPACE CONTROLLED Vayllghtin FIELD WORK STACTION $,b DBL SWITCH RESTROOM #m MOTION SENCER NOT~S TO FIELD -For Buildinn Deoartment Use On!v 2005 Nonresidential Compliance Forms September 2005 lcERTIFICATE OF COMPLIANCE (Part4of4) LTG-1 -C I PROJECT NAME 1□ATE SAND CASTLE CONCESSION STAND 01/28/08 Designer: This form is to b€ used by the designer and oltaced to the J'lans. listed below ore oil the acceptance tests for lighting systems. The designer is require to check the boxes br oll acceptance tests that apply and list all equipment that require an acceptance test. I all equipment of o certain type requires o test, list the eJuipment descri~tron and the number of ;/;stems lo be tested in parentheses. The NJ number esignotes thP. eclion in the App(mdix of 1e Nonresldentlal ACM Manual that describes the test. Also Indicate the person responsible for performin~ ±he tests (i.e. the instolling contractor, design professional or an agent selected by the owner . Since this form will be port of the plans, completion of this section will allow the responsible party to budget for the scope of work oppropriatedly. Building Departments~ Systems Acceptance. Before on occupancy permit is granted far a newly constructed building or space, or a new space-conditioning sxstem serving a bullding or s~ace is operated for normal use, all control devices servin~ the building or space shall be cerl.i ied as meeting the Acceptance Requirements for ode Com~liance. In addition a Certificate of Acceptance, MEACH-1-A, Forms shall be submitl1c:d o the building department that; A. Certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of S10-103(b) and Title 24 Part 6. Des:crintion Test Performed Bv: [g] LTG-2-A: Lighting Control Acceptance Document -Occupancy Sensor Acceptance CONTRACTOR -Monuol Daylight Controls Acceptance -Automatic Time Switch Control Acceptance Equipment requiring acceptance testing AUTOMATIC TIME SWITCHING [&I LTG-3-A: Automatic Daylighting Controls Acceptance Document Equipment requiring acceptance testing TEST !aos Nonres1denbal Compliance Forms September 2UOJ SPECIFICATION SITE INSPECTION: T:1E .CONfRACf(JR<SHALL CAREFULLY EXAMINE THE SITE SHALL COMPARE THE DRAWINGS AND SHALL THOROLJGHLY :FAfAILIARIZE HIMSELF WITH ALL CONDITIONS WITHIN THE SCOPE OF THIS WORK. IT IS NOT WITHIN THE SCOPE OF DRAWJNGS TO SHOW ALL NECESSARY BENDS, OFFSETS, PULLBOXES, AND OBSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSTALL HIS WORK TO CONFORM TO THE STRUCTURE, PRESERVE HEADROOM AND KEEP OPENINGS AND PASSWAYS CLEAR. SWITCH BOARD AND PANELS: 1. MAIN SWITCHBOARDS SHALL HAVE S.C. RATING OF 10,000 AMPS(MIN). 2. ALL SECTIONS OF THE MAIN SWITCHBOARD(S). AND DISTRIBUTION BOARD(S) SHALL BE EQUIPPED WITH MICARTA NAMEPLATES INDICATION: "CAUTION -INSTALL CURRENT LIMITING FUSES AS ORIGlNALLY INSTALLED." 3. UNLESS OTHERWISE NOTED, ALL FUSES SHALL BE CURRENT LIMITING CLASS RKI EQUAL TO BUSS KTN-R. 4. PROVIDE A METAL CABINET AND SET OF SPARE FUSES FOR EACH SIZE AND TYPE SHOWN ON THE SINGLE LINE DIAGRAM. CABINET SHALL HAVE HINGED LOCKABLE DOOR AND NAMEPLATE TO READ "SPARE FUSES". 5. WHERE TWO OR THREE POLE BREAKERS OCCUR IN LIGHTING PANELS, THE MULTI-POLE BREAKERS SHALL HAVE COMMON TRIP "QUICKLAG" TYPE UNITS, SINGLE POLE BREAKERS WITH TIE-BAR BETWEEN HANDLES WILL NOT BE ACCEPTABLE. 6. TIME SWITCHES, CONTRACTORS, RELAYS, ETC, SHOWN TO BE FURNISHED WITH PANELBOARDS SHALL BE LOCATED IN BARRIERED COMPARTMENTS BEHIND SEPARATE DOORS. MAINTAIN 2" OF SOLID TRIM BETWEEN DOORS. IF NECESSARY, INSTALL SWITCHES, CONTRACTORS, RELAYS, ETC. IN SEPARATE (WEATHERPROOF) CABINETS WITH HINGED LOCKABLE DOORS PROVIDE NAMEPLATES. 7. ALL FEEDER LENGTHS SHOWN ARE FOR VOLTAGE DROP CALCULATIONS ONLY. ELECTRICAL CONTRACTOR SHALL DETERMINE E)(ACT FEEDER LENGTH FOR HIS BID . 8. ALL ELECTRICAL EQUIPMENT INCLUDED UNDER THIS SECTION OF THE CONTRACT SHALL BE U.L. LISTED AND LOCAL BUILDING DEPARTMENT APPROVED. 9. PROVIDE "UFFER GROUND SYSTEM." SYSTEM SHALL CONSIST OF, BUT NOT LIMITED TO: A. 20' LENGTH OR MORE OF A COPPER CONDUCTOR (SIZED PER N.E.C. 19, SECTION 250-94A) LOCATED BELOW THE VAPOR BARRIER AND ABOUT 3" ABOVE THE BASE OF CONCRETE FOOTING. B. ACCESSIBLE AND APPROVED GROUND CLAMPS. C, BONDING OF COPPER CONDUCTORS TO INTERIOR METALLIC COLD PIPING SYSTEM. OUTLET BOXES: OUT BOXES SHALL BE ONE PIECE PRESSED STEEL BOX, "45" MINIMUM SIZE OR LARGER AS REQUIRED PER CODE. A. OUTLET RECEPTACLE WITHIN 6' OF SINKS SHALL BE GFI RATED. B. WHERE WALL MOUNTED OUTLETS ARE INDICATED SIDE BY SIDE THE MAXIMUM SEPARATION SHALL BE 6" CENTER TO CENTER UNLESS NOTED. CONDUIT: A. THE CONTRACTOR SHALL PROVIDE ALL CONDUITS SERVING ALL EQUIPMENT, INCLUDING BUT NOT LIMITED TO, LIGHTING, RECEPTACLES, HEATING, AIR CONDITIONING, PLUMBING EQUIPMENT, TELEPHONE, SPEAKERS AND ELECTRICAL EQUIPMENT. 8, ALL METAL CONDUITS AND FITTINGS SHALL BE GALVANIZED, RIGID OR FLEXIBLE CONDUIT SHALL BE USED. C. FLEXIBLE METAL CONDUIT OR MC TYPE CABLE 1. FLEXIBLE CONDUIT OR MAC TYPE CABLE SHALL BE ACCEPTABLE FOR THE FOLLOWING APPLICATIONS ONLY AND SHALL NOT EXCEED 6 FEET IN LENGTH: 1-1. FINAL CONNECTIONS TO MOTORS. 1-2. FINAL CONNECTIONS INTO AND OUT OF THE TRANSFORMER. 1-3. FINAL CONNECTIONS TO OUTLETS ON VIBRATING EQUIPMENT. 1-4. FINAL INTER-CONNECTIONS BETWEEN LIGHT FIXTURES. 1-5. FINAL CONNECTIONS WHERE RIGID CONDUIT IS NOT PRACTICAL. WIRE AND CABLE: ALL CONDUCTORS SHALL BE DELIVERED TO THE SITE IN THEIR ORIGINAL UNBROKEN PACKAGES, PLAINLY MARKED OR TAGGED AS FOLLOWS: A. UNDERWRITERS' LABELS, SIZE AND INSULATION OF WIRE, NAME OF THE MANUFACTURING COMPANY AND THE TRADE OF THE WIRE, MONTH AND YEAR WHEN MANUFACTURED WHICH DATE SHALL NOT EXCEED TWO (2) YEARS PRIOR TO THE DATE OF DELIVERY TO THE SITE. B. CONDUCTORS FOR SIZES # 14 THRU # 10 SHALL BE SOLID SOFT DRAWING COPPER, 600 VOLT, TYPE "THW" COPPER INSULATION EXCEPT AS HEREINAFTER SPECIFIED. C. CONDUCTORS FOR SIZES #8 AND LARGER SHALL BE STRANDED COPPER WITH 600 VOLT, TYPE "THW" COPPER INSULATION. D. MINIMUM WIRE SIZE 20 AMP BRANCH CIRCUIT SHALL BE AWG LISTED SIZE PER DISTANCE SHOWN BELOW. DISTANCE SHALL BE MEASURED FROM THE PANELBOARD CIRCUIT BREAKER TO THE FURTHEST OUTLET: 1 . # 1 2 LESS THAN 1 00 FEET 2. # 1 0 BETWEEN 1 00-1 50 FEET .3. #8 BETWEEN 150-250 FEET 4. #6 OVER 250 FEET MANDATORY LIGHTING SYSTEM MEASURES: A. ALL LUMINARIES THAT USE BALLASTS MUST UTILIZE BALLASTS THAT ARE CERTIFIED TO COMPLY WITH THE APPLIANCE STANDARD FOR FLUORESCENT BALLASTS TITLE 24, SECTION 2-5314 (B). THE ELECTRICAL CONTRACTOR TO SUPPLY THE BUILDING OFFICIAL WITH THE REQUIRED DOCUMENTATION. B. ANY AND ALL ROOMS THAT HAVE CEILING HEIGHT PARTITIONS MUST HAVE INDEPENDENT LIGHTING CONTROLS. TITLE 24, SECTION 2-5319 (A) REFER TO THE LIGHTING PLANS FOR PROPOSED SWITCHING ARRANGEMENT AND LOCATIONS. C. ALL MANUALLY OPERATING SWITCHING DEVICES MUST BE LOCATED SO THAT PERSONNEL CAN SEE THE CONTROLLED AREA WHEN OPERATING THE SWITCHES. TITLE 24, SECTION 2-5319 (B) REFER TO THE PLANS FOR THE PROPOSED SWITCHING ARRANGEMENT AND LOCATIONS. LIGHTING FIXTURE NOTES: IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY_ ACTUAL CEILING CONSTRUCTION TYPE AS DEFINED ON THE ARCHITECTURAL DRAWINGS AND FURNISH ALL LIGHTING FIXTURES WITH THE CORRECT MOUNTING DEVICES WHETHER OR NOT SUCH VARIATIONS ARE INDICATED BY THE FIXTURE CATALOG NUMBER. THE CONTRACTOR SHALL VERIFY DEPTH OF ALL RECESSED LIGHTING FIXTURES WITH ARCHITECTURAL DRAWINGS PRIOR TO ORDERING FIXTURES. ANY DISCREPANCIES THAT WOULD CAUSE RECESSED FIXTURES NOT TO FIT INTO CEILING SHALL BE REPORTED TO THE ARCHITECT PRIOR TO ORDERING FIXTURES. LIGHT FIXTURES RECESSED IN CEILINGS WHICH HAVE A ONE HOUR FIRE RATING SHALL BE ENCLOSED IN A BOX WHICH HAS A FIRE RATING EQUAL TO THAT OF THE CEILING. PROVIDE MINIMUM OF 3" CLEAR FROM ALL SIDES AND TOP OF RECESSED LIGHT FIXTURES. CEILING INSULATION SHALL BE INSTALLED TO ALLOW 3" MINIMUM CLEARANCE FROM SIDES AND TOP OF RECESSED LIGHT FIXTURES. # ITEM DATE BY 0 @@@ 0 (?□Cruu ARCHBTIECTS, INC. ARCHITECT • PLANNER • ENGINEER ADDRESS: 7601 COMMONWEALTH AVE,, BUENA PARK, CA 90621 TEL. 714-739-5181 FAX. 714-739-5206 CONTACT: KWANG S. LEE, AIA. I-cJ z m :c w ~ .. :I m w 1--> a:: 0 0 A. II: == w A. z :& • Q > -...I 1-i IIQ z z ct ◄ w () z 0 w 0, N ll-0 C') @!}{]~~LI llDlllL~ g T-24and elec .. notes DESIGN BY K. LEE DRAWM BY P. LEE CHECKED BY K. LEE PROJECT NUMBER SHEET NUMBER DATE JAN. 28, 2008 DATE JAN. 28, 2008 DATE JAN. 28, 2008 11 @[,s 12 DRAWING NUMBER T-24.a 2/14/2008 2:41 :55 PM I i I C 0 " w " " "'] z w " D 0 w u => a "' " "' 0 "' >-z ., " ~ " -;, N X <O "' !cl "' N iii ~ ., z 5 " 0 w " <( "' ~ z '" ~ z D u a ' ' ' ' . ' 2. 3. MECHANICAL SPECIFICATIONS PART 1 -GENERAL: 1. THE CO/fTRACTOR SHALL FURNISH AU MATERIAL, LABOR, EQUIPMEJvr, APPURTENANCES, AND OTHER CONTRACTL/AL EXPENSES REQUIRED FOR THE COMPLETE INSTALLA110N OF THE MECHANICAL WORK TO THE SATISFAC110N OF THE OWl1ER, ENGINEER, AND ARCHTTECT. 2. THE WORK SHALL COMPLY WITH AND BE INSTALLED IN ACCORDANCE WfTH ALL LEGALLY CONSTITUTED AUTHORITIES AND CODES HAVING JURISDICTION. 4. THE CONTRACTOR SHALL GUARANTEE ALL EQUIPMENT, APPARATUS, ACCESSORIES (I.E., THE ENTIRE INSTALLATION) AS FURNISHED BY HIM FOR A PERIOD OF ONE YEAR. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY fTEM WHICH MAY PROVE DEFEC17VE WTrHIN ONE (1) YEAR FROM THE DATE THE APPARATUS IS ACCEPTED AND PLACED IN OPERATION WITHOUT ANY ADDITIONAL COST TO THE OWNER. 6. THE DRAWING INDICATES IN DIAGRAMMATIC FORM ARRANGEMENTS DESIRED FOR PRINCIPAL APPARATUS, PIPING, ETC., AND SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE. SCALEV AND FIGURED DIMENSIONS ARE APPROXIMATE AND ARE GIVEN FOR ESTIMATE PURPOSES ONLY. BEFORE PROCEEDING WITH ANY WORK, CHECK AND VERIFY EXISTING CONDITIONS, DIMENSIONS, SIZES AND ASSUME FULL RESPONSIBILITY FOR FlmNG-/N OF EQUIPMENT AND MATERIALS, (INCLUDING PROVISION FOR OFFSETS, BENDS, ELBOWS, ETC.). 7. BEFORE SUBMITTING BIDS FOR THE WORK, THE CONTRACTOR SHALL MAKE A THOROUGH FIELD SURVEY OF THE WORK TO DETERMINE ANY EXIS11NG INTERFERENCES THAT MAY AFFECT THE INSTALLATION OF THE WOR/(. BY THE ACT DF SUBMITTING A BID, THE CONTRACTOR IS DEEMED TO HAVE MADE FIELD SURVEY AND HAS AGCEPTEV THE EXISTING CONDITIONS THAT MAY AFFECT HIS WORK. APPOINTMfNTS FOR FIELD SURVEY SHALL BE MADE THROUGH THE OWNER. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, AND PATCHING TO COMPLETE THE INSTALLATION OF THE MECHANICAL WORK. ALL EXPOSED FINISHED AREAS THAT ARE DAMAGED AS A RESULT OF THIS WORK SHALL BE REPAIRED TO MATCH THE EXISTING CONDITIONS AT NO ADDITIONAL COST TO THE OWNER. PART 2 -MATERIALS: 1. DUCTWORK SHALL BE PROVIDED AS FOLLOWS: A. AL~ SHEET METAL DUCJWORK, EXC,EPT WHERE EXISTING DUCTWORK IS mDIGATEO TO BE REUSED; SHALL BE NEW GALVANIZED SHEET METAL. DUCT GAUGES, CONSTRUCTION, SUPPORT, SEISMIC RESTRAJNT, AND INSTALLATION Sf/ALL BE IN ACCORDANCE WITH fHE UNIFORM MECHANICAL CODE AND SMAGNA DUCTWORK CONSTRUCTION HANDBOOKS, LATEST· EDITION. B. C. FLEXIBLE DUCTWORK SHALL' BE CASCO J 'CAL-FLEX" FULLY LINED • , I \ , UL AND NFPA RATED FOR PLENUM ,LJS£. FLEXIBLE DUCT CONNECTIONS SHALL BE PROVIDED FOR ALL • . DUCTWORK ATT~CHED, JO AIR MOVING EOUJPMENT. FLEXIBLE CONNECTIONS SHALL BE VENTFABRICS "VENTG!ASS LA" TYPE 30 OUNCE CLOSELY WOVEN GLASS FABRIC DOUBLE COATED WITH , NEOPRENE. ' . . ' D. ALL TRANSVERSE AND LONGITUDINAL JOINTS ON NEW AND EXISTING DUCfW_ORK SHALL ~E SEALED, /l/lWGHT WITH HARDCAST DT FIBERGLASS TAPE SATURATED WrrH HARDCAST RT,\-50. THE TAPE SHALL EXTEND I-INCH ON BOTH SIDES OF THE SEAM OR ' JOINT, j \ . i E. PROVIDE ,ALL FIRE AND SMOKE DAMPERS AS REQUIRED BY FIRE , INSPECTOR AND BUILDING DEPARJME/lf.': FIRE DAMPERS SHALL BE • ·POTTORFF AS SCHEDULED ON PLANS OR APPROVED EQUAL BY RUSKIN. PROVIDE FIRE RATED. ACGE:SS PANELS THROUGH FIRE ' ' RATE,D CEiLING, OR WAL(S TO. INSPECT FIRE DAMPERS BY ELMDOR. f. • PROVIDE RETURN ·AIR SOUND BOOTS THROUGH FULL HEIGHT WALLS IN CEILING PLENUM AS REQUIRED. REPORT ANY , OBSTRUC110NS TO THE FREE FLOW OF RETURN AIR TO THE MAIN RETURN AIR DUCTSHAFT TO THE ENGINEER PRIOR TO ANY CONSTRUCT/ON, G. FIRE RATED ACCESS DOORS SHALL BE PROVIDED FOR ACCESS TO MANUAL VOLUME DAMPERS, DOUBLE DUCT MIXING BOXf.S, VAV BOXES, PLUMBING VALVES, FIRE DAMPERS, FIRE/SMOKE DAMPERS, EXHAUST FANS, AND OTHER TrfMS REQUIRING OCCASIONAL OR REGULAR SERVICE IN HARD Cf/LINGS. ACCESS DOORS SHALL BE ELMDOR FRC SERIES, UL RATED RATED FOR 1-J HOUR, 18" X 18" MINIMUM DOOR SIZE. THERMAL INSULATION FOR DUCTWORK SHALL BE PROVIDED AS FOLLOWS: A. SUPPLY AND RETURN DUCTWORK IN CONGEALED CEILING SPACES SHALL BE WRAPPED AND WIRED WrrH MANVILLE "R-SER/ES M/CROL/TE WITH FSKL" TYPE FIBERGLASS INSULATION WITH ALUMINUM FOIL VAPOR BARRIER. THE INSULATION Sf/ALL BE 2- /NCHES THICK AND 3/4 LBS DENSITY. B. SOUND LINED DUCT AND PLENUM SIZES SHOWN ON PLANS ARE NET DIMENSIONS INSIDE INSULATION. DUCT LINER SHALL BE MANVILLE "LINACOUST/C" TYPE FIBERGLASS DUCT LINER WITH NE:OPRENE COATING, THE INSULATION SHALL BE 1-1/2 INCHES THICK AND 1-1/2 LBS DENSITY. DIFFUSERS, REGISTERS, AND GRILLES HAVE BEEN SIZED ON THE BASIS OF MANUFACTURER AND TYPE INDICATED ON THE PLANS. ALL DIFFUSERS, REGISTERS, AND GRILLES SHALL BE LOCATED TO OPERATE WITHOUT OBJECTIONABLE NOISE OR DRAFTS. A. CEILING DIFFUSERS SHALL BE ADP "MAG-S-OBD" WITH 4 MODULAR ADJUSTABLE CORES AND KEY OPERATED OPPOSED BLADE DAMPERS, OR APPROVED EQUAL BY rrrus. PROVIDE WITH 24" X 24" FILLER PANEL FOR T-BAR LAY-IN FOR AREAS WITH T-BAR CEILINGS. 8. RETURN GRILLES Sf/ALL 8£ ADP PERFORATED TYPE GRILLE, OR APPROVED EQUAL BY TITUS. C. 'RETURN OR EXHAUST REGISTERS SHAU BE ADP "KRHD-705" WITH 45 DEGREE HORIZONTAL FIXED FACE GRILLE WITH OPPOSED BLADE DAMPERS, OR APPROVED EQUAL BY TITUS. PROVIDE WrrH FILLER PANEL FOR T-BAR LAY-IN FOR AREAS WITH T-BAR CEILINGS. D. VARIABLE AIR DIFFESERS SHALL BE ,rrus-zmN: ELECTRIC OPERATED, 12 WATTS, 24 VAC, MICROPROCESSOR AND DDC CONTROLLED. CONTROL THERMOSTATS SHALL BE PORTABLE, 11TUS "ZAPER" • 4. 5. CONTROLS SHALL BE PROVIDED AS FOLLOWS: A. THERMOSTATS, WHERE REQUIRED, SHAU BE /WO PIPE, DIRECT AC11NG WrrH BLANK METAL COVERS BY TTrUS OR HONEYWELL CONTROLS. CONTROL SEQUENCE SHALL BE AS SCHEDULED ON PLANS. C . MANUAL VOLUME DAMPERS SHALL BE OPPOSEV BLADE TYPE FOR RECTANGULAR DUCTWORI< OR BUTTERFLY TYPE FOR ROUND DUG/WORK. CONSTRUCTION AND INSTALLATION SHALL BE AS OETAlffO IN THE SMACNA "LOW PRESSURE DUCTWORK CONSTRUCTION MANUAL''. PROVIDE WrrH QUADRANT TYPE SCREW LOCKING HANDLE. D. ALL HORIZONTAL AIR TUBING MNN RUNS IN CEILING PLENUM AND WALLS SHALL BE COPPER TUBING WITH WROUGHT COPPER FITTINGS FOR 95-5 SOLDER. BRANCH RUNS TO VAV BOXES AND THERMOSTA1S MAY BE PLAS11G TUBING, UL RATED FOR USE IN CEILING PLENUMS. FIRE AND FIRE/SMOKE DAMPERS SHALL BE PROVIDED AS FOLLOWS: A. FIRE/SMOKE DAMPERS FOR CEILING DIFFUSERS OR RETURN GRILLES IN TUNNEL CORRIDOR CEILINGS SHALL BE AIR BALANCE MODEL FS2C I-HOUR FIRE RATED, LEAKAGE CLASS 2, UL RATED, 165'F THERMAL LINK,, 24VAG ELECTRIC ACTUATOR, END swrrcHES, LED INDICATOR PILOT LIGHT.PROVIDE WHERE REQUIRED BY CODE. B. FIRE DAMPERS FOR HORIZONTAL DUCTS SHALL BE AIR BALANCE MODEL 119, 1-1/2 HOUR F/RE RATED, 165'f FIJSEABLE LINK, UL RATED.INSTALL WHERE REQUIRED BY CODE. PART 3 -EXECUTION: 1. THE DRAWING INDICATES IN DIAGRAMMATIC FORM ARRANGEMENTS DESIRED FOR EQUIPMENT, DUCTWORK, PIPING, CONDUTr, ETC., AND SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE. SCALED AND FIGURED DIMENSIONS ARf APPROXIMATE AND ARE GIVEN FOR ESTIMATE PURPOSES ONLY. OFFSET AND TRANSITION TO AVOID OBSTRUCTIONS IN PATH OF DUCTWORK AND PIPING INDICATED ON PLANS. BEFORE PROCEEDING WITH ANY WORK, CHECK AND VERIFY EXIS11NG CONDITIONS, DIMENSIONS, SIZES AND ASSUME FULL RESPONSIBILITY FOR FlmNG- IN OF EQUIPMENT AND MATERIALS, (INCLUDING PROVISION FOR OFFSETS, BENDS, ELBOWS, ETC.). 2. HOLD DUG/WORK TIGHT TO UNDERSIDE OF STRUCTURE ABOVE TO MAXIMIZE FREE SPACE IN Cf/LING PLENUM. COORDINATE LOCATION Of DUCTWORK AND PIPING TO AVOID CREA11NG INTERFERENCES WITH OTHER TRADES SUCH AS PLUMBING, ELECTRICAL, LIGHTING, ETC. 3. PROVIDE HANGERS TO SUPPORT DUCTWORK AND EQUIPMENT. DUCT AND PIPE HANGER CONSTRUCTION, MATERIALS, ATTACHMENT TO THE STRUCIURE, AND OVERALL INSTALLATION SHAU BE IN ACCORDANCE WrrH THE UNIFORM MECHANICAL CODE, UNIFORM PLUMBING GODE, IAPMO, AND SMACNA "GUIDELINES FOR THE RESTRAINT OF MECHANICAL SYSTEMS ANO PLUMBING PIPING SYSTEMS". 4. EQUIPMENT, DUCTWO/lK, AND PIPING SHALL BE INSTALLED TO RUN PARALLEL OR PERPENDICULAR TO THE BUILDING STRUCTURE AND SHALL BE ARRANGED TO FORM NEAT sYMMETRICAL PATTERNS TO ASSURE THE BEST POSSIBLE APPEARANCE. HANGERS ON PARALLEL ADJACENT DUCTWORK AND OR PIPING SHALL BE IN LINE WITH fACH OTHER AND PARALLEL TO THE LINES Of THE BUILDING STRUCTURE. ALL DUCTWORK AND PIPING Sf/ALL BE SUPPORTED FROM THE BU/WING STRUCTURE ONLY, NO DUCJWORK OR PIPING Sf/ALL BE SUPPORTED FROM OTHER PIPING OR DUCTWORK. 5. BALANCE AND ADJUST ALL DIFFUSERS, REGISTERS, AND GRILLES FOR OPTIMUM AIR DISTRIBUTION AND MINIMUM NOISE. SUBMfT A QUALIFIED AIR BN.ANGE REPORT BY INDEPENDENT MBC REGISTERED AIR BALANCE CONTRACTOR TO THE ENGINEER FOR REVIEW. ENERGY NOTES EQUIPMENT AND SYSTEMS £[RC/ENCY 1. /l/R HANDLING/DUCT SYSTEMS Sf/ALL BE CONSTRUCTED, INSTALLED, SEALED, AND INSULATED AS PROVIDED IN CHAPTER 10 Of THE UNIFORM MECHANICAL CODE. CONTROLS 1. EACH EXIST, SPACE CONDITIONING SYSTEM SHALL BE /MODIFIED WITH AN AUTOMATIC TIME swrrcH WITH AN ACCESSIBLE MANUAL OVERRIDE THAT ALLOWS OPERATION Of THE SYSTEM DURING OFF-HOURS FOR UP TO 4 HOURS. THE TIME SWITCH SHALL BE CAPABLE Of PROGRAMMING DIFFERENT SCHEVULES FOR WEEKDAYS AND WEEKENDS; INCORPORATE AN AUTOMA11C HOLIDAY "sHUT-OFF" FEATURE THAT TURNS OFF ALL LOADS FOR AT LEAST 24 HOURS, THEN RESUMES THE NORMALLY SCHEDULED OPERATION; AND HAS PROGRAM BACKUP CAPABILITIES THAT PREVENT THE LOSS OF THE DEVICE'S PROGRAM AND TIME Sffi/NG FOR AT LfAST 10 HOURS IF POWER IS INTERRUPTED. 2. EACH SPACE CONDITIONING ZONE Sf/ALL BE CONTROLLED BY AN INDIVIDUAL THERMOSTATIC CONTROL THAT RESPONDS TO TEMPERATURE WITHIN THE ZONE. WHERE USED TO CONTROL HEATING, THE CONTROL SHALL BE ADJUSTABLE DOWN TO 55°F OR LOWER. FOR COOLING, THE CONTROL SHALL BE ADJUSTABLE UP TO 85T OR HIGHER. WHERE USED TO CONTROL BOTH HEATING AND COOLING, THE CONTROL SHALL BE CAPABLE OF PROVIDING A DEAD BAND OF AT LEAST 5T WITHIN WHICH THE SUPPLY OF HEATING ANO COOLING IS SHUT OFF OR REDUCfO TO A MINIMUM. J. THERMOSTATS SHALL HAVE NUMERIC SETPOINTS IN •r. 4 . THERMOSTATS SHALL HAVE ADJUSTABLE SETPOINT STOPS ACCESSIBLE ONLY TO AUTHORIZED PERSONNEL 5. CONTROLS SHALL BE PROVIDED TO ALLOW OUTS/OE NR DAMPERS OR DEVICES TO BE OPERATED AT THE VENTILA110N RATES AS SPECIFIED IN THESE PLANS. 6. AIR BALANCING: ALL SPACE CONDITIONING AND VENTILA110N SYSTEMS SHALL BE BALANCEV TO THE QUANTITIES SPECIFIED IN THESE PLANS, IN ACCORDANCE WrrH THE NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) PROCEDURAL STANDARDS (198J) OR ASSOGIATEV AIR BALANCE COUNCIL (AABC) NA110NAL STANDARDS (1986). 7. OUTSIDE NR CER11FICATION: THE SYSTEM SHALL PROVIDE THE MINIMUM OUTSIDE AIR AS SHO~ ON THE MECHANICAL DRAWINGS, AND SHALL 8£ MEASURED AND CER11FIED· BY THE INSTAWNG LICENSED C- 20 MECHANICAL CONTRACTOR. 8. THE CNJFORNIA NON-RESIDENTIAL ENERGY CONSERVATION STANDARDS HAVE BEEN REVIEWED AND THE DESIGN, DRAWINGS, AND CALCULATIONS COMPLY SUBSTANTIALLY WrrH THESE STANDARDS. G-25513 SIGNATURE LICENSE NIJMBER [8] [8] □ 00 [8] 00 00 00 □ □ 00 □ [8] □ [8] 00 □ □ □ □ [8] 00 □ □ 00 □ □ □ □ □ 00 MECHANICAL MANDA TORY MEASURES EQUIPMENT AND SYSTEMS EFFICIENCY ANY APPLIANCE FOR WHICH THERE IS A CALIFORNIA STANDARD ESTABLISHED IN THE APPLIANCE EFFICIENCY STANDARDS MAY BE INSTALLED ONLY IF THE MANUFACTURER HAS CERTIFIED TO THE COMMISSION, AS SPECIFIED IN THOSE REGULATIONS, THAT THE APPLIANCE COMPLIES WITH THE APPLICABLE STANDARD FOR THAT APPLIANCE. INCWDED ARE ROOM AIR CONDITIONERS, CENTRAL AIR CONDITIONING HEAT PUMPS (REGARDLESS OF CAPACllY, EXCEPT THAT REQUIREMENTS FOR CENTRAL AIR CONDlTIONING HEAT PUMPS WITH COOLING CAPACITY OF 1.35,000 BTU/HR OR MORE APPLY TO HEATING PERFORMANCE BUT NOT COOLING PERFORMANCE), ITTHER CENTRAL AIR CONDITIONERS WITH A COOLING CAPACITY LESS THAN 135,000 BTU/HR, FAN 1YPE CENTRAL FURNACES WITI--1 INPUT RATE LESS THAN 400,000 BTU/HR, BOILERS, WALL FURNACES, FLOOR FURNACES, ROOM HEATERS, UN!T HEATERS, AND DUCT FURNACES SHALL ENERGY COMMISSION BY ITS HAVE BEEN CERTIFIED TO THE CALIFORNIA MANUFACTURER TO COMPLY WITH THE APPLIANCE EFFICIENCY SfANDARDS. THE FOLLOWING SPACE CONDITIONING EQUIPMENT MAY BE INSTALLED ONLY IF THE MANUFACTURER HAS CERTIFIED THAT THE EQUIPMENT MEETS OR EXCEEDS ALL APPLICABLE EFFICIENCY REQUIREMENTS LISTED IN 112 OF THE ENERGY EFFICIENCY STANDARDS: ALL AIR CONDITIONERS, HEAT PUMPS AND CONDENSING UNlTS > 135,000 BTH/HR; ALL WATER CHILLERS: ALL GAS~FIRED BOILERS > 300,000 BTU/HR; ALL O!L FIRED BOILERS > 225,000 BTU/HR; AND ALL WARM AIR FURNACES/AIR CONDITIONING UNITS > 225,000 BTU/HR. FAN 1YPE CENTRAL FURNACES SHALL NOT HAVE A PILOT LIGHT. PIPING, EXCEPf THOSE CONVEYING FLU!OS AT TEMPERATURES BETWEEN 60F, OR WITHIN HVAC EQUIPMENT, SHALL BE INSULATED IN ACCORDANCE WITH STANDARDS #123. AIR HANDLING DUCT SYSTEMS SHALL BE CONSTRUCTED, INSTALLED, SEALED, AND INSULATED AS PROVIDED IN CHAPTER 10 OF" CONTROLS EACH SPACE CONDITIONING SYSTEM SHALL BE INSTALLED WITH A AUTOMATIC TIME SWITCH ·WITH AN ACCESSJBLE MANUAL OVERRIDE THAT ALLOWS OPERATION OF THE SYSTEM DURING OFF-HOURS FOR UP TO 4 HOURS. THE TIME SWITCH SHALL BE CAPABLE OF PROGRAMMING DIFFERENT SCHEDULES FOR WEEKDAYS AND WEEKENDS; INCORPORATE AN AUTOMATIC HOLIDAY ~SHUT-OFF" FEATURE THAT TURNS OFF ALL LOADS FOR AT LEAST 24 HOURS, THEN RESUMES THE NORMALLY SCHEDULED OPERAllON: AND HAS PROGRAM BACKUP CAPABILITIES fHAT PREVENT THE LOSS OF THE DEVICE'S PROGRAM AND TIME SETTING FOR AT LEAST 10 HOURS IF POWER IS INTERRUPTED. EACH SPACE CONDITlONING SYSTEM SHALL BE INSTALLED WITH AN OCCUPANCY SENSOR TO CONTROL THE OPERATING PERIOD OF THE SYSTEM. £ACK SPACE CONDITlONING SYSfEM SHALL BE INSTALLED WITH A 4-HOUR TIMER THAT BE MANUALLY OPERATED TO CONTROL THE OPERATING PERIOD OF TI-lE SYSTEM. EACH SPACE CONDITIONING SYSTEM SHALL 8E INSTALLED WITH CONTROLS THAT TEMPORARILY RESTART AND TEMPORARILY OPERATE THE SYSTEM AS REQUIRED TO MAINTAIN A SETBACK HEATING THERMOSTAT SEfPOINT. EACH SPACE CONDITIONING SYSTEM SHALL SERVIING MULTIPLE ZONES WITH A COMBINED CONDITIONED FLOOR AREA MORE THAN 25,000 SQUARE FEET SHALL BE PROVIDED WITH ISOLATION ZONES. EACH ZONE SHALL; NOT EXCEED 25,000 SQUARE FEET; SHALL BE PROVIDED WITH ISOlATION DEVICES, SUCH AS VALVES OR DAMPERS, THAT ALLOW THE SUPPLY OF HEATING OR COOLING TO BE SETBACK OR SHUT OFF INDEPENDENTLY OF OTHER ISOLATION AREAS; AND SHALL BE CONTROLLED BY A TIME CONTROL DEVICE AS DESCRIBED ABOVE, EACH SPACE CONDITIONING ZONE SHALL BE CONfROUED BY AN INDIVIDUAL THERMOSTATIC CONTROL THAT RESPONDS TO TEMPERATURE WITHIN THE ZONE. WHERE USED TO CONTROL HEATING, THE CONTROL SHALL BE ADJUSTABLE DOWN TO 55F OR LOWER, FOR COOLING THE CONTROL SHALL BE ADJUSTABLE UP TO 85F OR HIGHER. WHERE USED TO CONTROL BOTH HEATING AND COOLING, THE CONTROL SHALL BE CAPABLE OF PROVIDING A DEAD BAND OF AT LEAST 5F WlfHIN WHICH THE SUPPLY OF HEATING AND COOLING IS SHUT OFF OR REDUCED TO A MINIMUM. THERMOTSTATS SHALL HAVE NUMERIC SITPOINTS IN F. THERMOSTATS SHALL HAVE ADJUSTABLE SErPOINT STOPS ACCESSIBLE ONLY TO AUTHORIZED PERSONNEL. HEAT PUMPS SHALL BE INSTALLED WITH CONTROLS TO PREVENT RESISTANCE SUPPLEMENTARY HEATER OPERATION WHEN THE HEATING LOAD CAN BE MET BY THE HEAT PUMP ALONE. ELECTRIC RESISTANCE SUPPLEMENTARY HEATER OPERATION IS PERMITTED DUR\NG TRANSIENT PERIODS. SUCH AS START UPS AND FOLLOWING ROOM THERMOSTAT SETPOINT ADVANCED, WHEN CONTROLS ARE PROVIDED WITHCH USE PREFERENTIAL RATE CONTROL, INTELLIGENT RECOVERY, STAG/NG, RAMP/NG, OR S/MllAR CONTROL MECHANISMS DESIGNED TO PRECLUDE THE UNNECESSARY OPERATION OF SUPPLEMENTARY HEATING DURING THE RECOVERY PERIOD. SUPPLEMENTARY HEATER OPERAllON !S ALSO PERMITTED OUR!NG DEFROST. VENTILATION CONROLS SHJ\LL BE PROVIDED TO ALLOW OUTSIDE AIR DAMPERS OR DEVICES TO BE OPERATED AT THE VENTILATION RATES AS SPECIFIED IN THESE PLANS. GRAVl1Y OR AUTOMATIC DAMPERS INTERLOCKED AND CLOSED ON FAN SHUTDOWN SHALL BE PROVIDED ON THE OUTSIDE AIR INTAKES AND OlSCHARGEs OF ALL SPACE CONDITIONING AND EXHAUST SYST™S. ALL GRAVITY VENTILATING SYSTEMS SHALL BE PROVIDED WITH AUTOMATIC OR READY ACCESSIBLE MANUALLY OPERATED DAMPERS IN ALL OPENINGS TO THE OUTSIDE, EXCEPT FOR COMBUSTION AIR OPENINGS, AIR BALANCING: ALL SPACE CONDITION/NG AND VENTILATION SYSTEMS SHALL BE BALANCED TO TI-lE QUANTITIES SPECIFIED IN THESE PLANS. IN ACCORDANCE WITH THE NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) PROCEDURAL STANDARDS (1983), OR ASSOCIATED AIR BALANCE COUNCIL (MSC) NATIONAL STANDARDS (1986). OUTSIDE AIR CERTIFlCATlON: THE SYSTEM SHALL PROVIDE Tl-IE MINIMUM OUTSIDE AIR AS SHOWN ON TI-lE MECHANICAL DRAWINGS, AND SHALL BE MEASURED AND CERTIFIED BY THE INSTALLING LICENSED C-20 MECHANICAL CONTRACTOR. ALL GRAVITY VENTILATING SYSTEMS SHALL BE PROVIDED WITH AUTOMATIC OR READY ACCESSIBLE MANUALLY OPERAlED DAMPERS IN ALL OPEN!NGS TO THE OlJTSIDE, EXCEPT FOR COMBUSTION AIR OPENINGS. SERVICE WATER HEATING SYSTEMS THE FOLLOWING SERVICE WATER HEATING SYSTEMS AND EQUIPMENT MAY BE INSTALLED ONLY IF THE MANUFACTURER HAS CERTIFIED THAT THE EQUIPMENT MEITS OR EXCEEDS ALL APPLICABLE EFFICIENCY REQUIREMENTS USTED IN #113 OF THE ENERGY EFFlCIENCY STANDARDS: OIL FIRED STORAGE 1YPES > 105,000 BTU/HR; OIL FlRED NON-STORAGE lYPES > 210,000 BTU/HR; GAS FIRED NON-STORAGE TYPES > 200,000 BTU/HR. UNFIRED SERVICE wrrn HEATER STORAGE TANKS AND BACKUP TANKS FOR SOLAR WATER HEATING SYSTEMS SHALL HAVE EITHER: EXTERNAL INSULATION WITH AN INSTALLED R-VALUE OF AT LEAST R-12; INTERNAL AND EXTERNAL INSULATION WITH A COMBINED R-VALUE OF A LEAST R-16; OR SUFFICIENT INSULATION SQ THAT THE HEAT LOSS OF THE TANK SURFACE BASED ON AN BOF WATER AIR TEMPERATURE DIFFERENCE SHALL BE LESS THAT 6.5 BTU/HR/SF. SERVICE WATER HEATING SYSTEMS THE FOLLOWING SERVICE: WATER HEATING SYSTEMS ANO EQUIPMENT MAY BE INSTALLED ONLY IF THE MANUFACTURER HAS CERTIFIED THAT THE EQUIPMENT MEETS DR EXCEEDS ALL APPIJCABLE EFFICIENCY REQUIREMENTS LISTED IN #113 OF THE ENERGY EFFICIENCY STANDARDS: Oil F!RED SfORAGE TYPES > 105,000 BTU/HR; OIL FIRED NON-STORAGE TYPES >· 210,000 BTU/HR; GAS FIRED NON-STORAGE 1YPES > 200,000 BTU/HR. UNFIRED SERVlCE WI"ER HEATER STORAGE TANKS AND BACKUP TANKS FDR SOLAR WATER HEATING SYSTEMS SHALL HAVE ElfHER: EXTERNAL INSULATION WITH AN INSTALLED R-VALUE OF AT LEAST R-12; INTERNAL AND EXTERNAL INSULATION WITH A COMBINED R-VALUE OF A LEAST R-16; OR SUFFICIENT INSULATION SO THAT THE HEAT LOSS OF THE TANK SURFACE BASED ON AN 80F WATER AIR TEMPERATURE DIFFERENCE SHALL BE LESS 11,AT 6.5 BTU/HR/SF. IF A CIRCULATING HOT WATER SYSTEM IS INSTALLED, IT SHALL HAVE A CONTROL CAPABLE OF AUTOMATICALLY TURNING OFF THE CIRCULATING PUMP(S) WHEN HOT WATER IS NOT REQUIRED. OUTLET DEVICES THAT LJMIT THE FLOW OF HOT WATER TO A MAXIMUM OF 0.5 GALLONS PER MINUTE. FOOT ACTUATED CONTROL VALVES, AND OUllH DEVICES THAT IJMIT THE FLOW OF HOT WAT£R TO A MAXIMUM OF 0.75 GALLONS PER MINUTE. PROXIMITY SENSOR ACTUATED CONTROL VALVES, AND OUTLET DEVICES THAT LIMIT THE FLOW OF HOT WATER TO A MAXIMUM OF 0,75 GALLONS PER MINUTE. SELF-CLOSING VALVES AND OUTLET DEVICES THAT LIMllS THE FLOW OF HOT WATER TO A MAXIMUM OF 2.5 GALLONS PER MINUTE, AND 0.25 GALLONS/CYCLE (CIRCULATING SYSTEM). SELF-CLOSING VALVES, AND OUTLEf DEVICES THAT UM/TS THE FLOW OF HOT WATER TO A MAXIMUM OF 2.5 GALLONS PER MINUTE, AND 0.75 GALLONS/CYCLE (NON-CIRCULATING SYSTEM}. SELF-CLOSING VALVES. ANO OUTLEf DEVICES THAT LIMITS THE FLOW OF HOT WATER TO A MAXIMUM OF 2.5 GALLONS PER MINUTE, AND 0.75 GALLONS/CYCLE (FOOT SWITCHES AND PROXIMITY SENSOR CONTROLS). LAVATORIES IN RESTROOM OF PUBLIC FACILITIES SHALL BE EQUIPPED Wln-t CONTROLS TD UMITS 11-fE OUTl.ET TEMPERATURE OF 110F. AIR SYSTEM REQUIREMENTS Part 1 of 2 MECH-2-C -----------.-- PROJECT NAME .. -. ---. SAND CASTLE CONCESSIOR STAND: OA'fE 01/28/08 SYSTEM FEATURES AIR SYSTEM C<intrnl of Sin l<l .,. ITEM OR SYSTEM TAC(S) NEW A/C /11 I NumbE"r of Systems 1 MANDATORY MEASURES T-24 Sootlon Referenee oo Plans, or Specification 1 Heating Equipment Efficiency 7.fiO MSPF Cooling Equipment Efflolcnoy 12.0S..,."'n f•0.0 1:TR Heat Pumf' Thermostat YES Furnace Controls NIA Natun:il Ventilation YE.S M[nlm«rn Ventilation CFM VAV MrnTmum Position Control NO Demond Control Venlllotiim NO llme Control PROG. SW. Setb,;,ck end Setup Control NOT REO'O Outdoor Damper Control AUTO ls,;,l,;,tion Zor,es "'A P!p11 ln5ulation NIA Duct Jnsulotlon R-4.2 PRESCR!PTIVE MEASURES Calouloted Heotrng Capacity X ~ 3600 BTU 11-1 Proposed l-leating Capacity 2 3600 BTU/H Coloukrled Sensible Cooling Capacity X k-21 55.R69" B'" /u Proposed Sensible Cool!ng Capm;ity 2 26,040 BTIJIH Fon Control CONSTANT VOL DP Sensor LocQtion N/A Supply Pressure Re~et {DDC only) YES SlmultoneOLJ9 Hect/Cool NO Economl;:er NONE Heating Air Supply Reset CONSTANT TEMP. Cooling Air Supply Reset CONSTANT TEMP. Duct Sealing for Prescriptive Compli,;,nce 3 NO 1. FOR EACH CENTRAL /\Nil SN'IGU': ZONE AIR !lYS'fB>IS (Oil GROUP or gM)l.J'IR UNITS) mL IN lHf.: REF8lENCE TC SHEET NUMllER Allll/OR SPS:IFICATICN Sl.':CTTOO MD PARAGRAPH NUMBER WHERE lHE REOUIRED FEATURE'S ME DOOJl.!ENTEO. !r A REQUIREMENT IS NOT IIPPUCAEILE, Pll "N./A~ IN THE C<lLU~. 2.-NOT REQUIRED FOR HYDRCNIC' HEATING-ANO COOUNG.. El1HER EIHER A VALUE HERE OR PUT IN REFERENCE Til Pl.ANS A.ND SPIT1RCA110NS PER FOOTNOTE I. ~. EKTUt YES lF SYSiEM IS: CO~TANT VOWIAT:.. SlliG\.E 70N; SERVES <5,000 SQFT, HIIS )25% DUCT 11>1 UN.CCIN□lllONED SPACE. DUCT SEIIIJNG IS REOOlREO FOR PRESCRIPllVE COMPLJIINCE, SEE PERF-1 FnR PffifClRMANCE Ml:"rnW DlJCT SEALING-REQURDlENTS. NOTES TD FIELD -For Buildino Deportment Use Only N011residantiol Ccmpl!onca Form lwATER SIDE SYSTEM REQUIREMENTS Part 2 of 2 MECH-2-cl PROJECT NAME SANO CASTlE CONCESSION STANO OATE 01/28/08 SYSTEM FEATURES WATER S1DE SYSTEMS;-Chillers Towem Ballers-Hwimnio Looo,i ITEM OR SYSTEM TAG(S) I I Numb<lr of Systems I I I MANDATORY MEASURES T-24 Secilori Refor<::nce on Plans or Specific<Jti()fl l Equipment Efficiency I I P1pe Insulation I I I I I PRE:SCRIPTlVE MEASURES Colculoted Copoclty Propooed Ccpm:lty fowE'f Fon Controls Tower Flow C011trols Vorlal:J!e Flow Sy:,tem Design Chiller ond Boller lsolotlon CltW and HHW Reaet Controls 11,lHP lsoloti<m Vol\ltas VSO on CHW. CW & 'M.HP Pumps >5 HP DP Sensor Location 1. f"OO EAC\1 CENTll/lL ~[) SII\I.Gl.E 20NE AIR sr.miMS (OR GROUP OF Sll111AR UNllS) ALL IN TI-lE REFERENCE 10 SHEU NU-ABER AND/IE SPECIFlCJ\1101\1. SECTION AHIJ P~AGMPH NUMBl'.lt l\tlERE THE: REQUIRED fEAlURES AF!E DOCUMEl•llm. If A l!EQJl~EIH IS N□l I\PPUCAlll.E. PU .N/A" IN. nlE Cl1Ul11i.. 2, watoor srd~ a}'rloma lffclude "et •Ida s}'rlom uolffg o\h,r liquids wch a• gl)C<ll "' bri1e. Senilco Hot Water. Pool Heatln ITEM OR SYSTEM TAC(S) WATER HEATER Number of Systems 1 MANDATORY MEASURES T-24 Section Rcfurnnc,. on Plana or Si:,eoificotior, 1 Weter Heeter Cerltfcot!on 113fo) 75 GAL GAS W 11-1 Water Heater Efflclimcy 113(b\ 99" S<lrvice Weter Heatrng !nstol!ot!on 113fcl \'ES Pool and Spo Efficiency ond Control 114-(o) N/A Pool and Spo !nstollolion 114f'b) NIA Pool Heater -No PIiot Light l15fo) NIA Spa Hecter -No Pllot Light 115(b) N/A 1, FOR EACH CEN1R"1. /\!'10 511\1.G.E ZONE AIR SYSTI:MS (OR GR!JUI" OF SIMILAR UNITS) FILL Iii THE REFERENCE TO SHEET NIJMU"ER AND/CR SF'E:<lACl\llOM SECTION. Mi□ PARAGRAPH NLIMElffi l',1,jERE TI1E: REQUiREil FEA1LJRES ARE OOGIJMENTEO. !F A REQUIREME/ff IS r-\DT APPLICABLE, fill "N/A• Ir,\ 'Tljlc C[lllJM~. Nonresidential Compllonce Form I MECHANICAL VEN Tl LA TION MECH-3-CI PROJECT NAME: SAND CASllE CONCESSION STAND DATE 01/28/08 PRESCRIPTlVE REHEAT -MECHANICAL VENTILATION [SECTION 121[b )2) UMITAllON (SECTION 144(d)) AREA BASIS OCCUPANCY BASIS VAV MINIMUM A 8 C D E F 0 If I J K L M N NU ~" 0 " 0 ~ '-> > 0 ,I i~ > " 0 z ~ ~ ►O 0 0 ,< X > 0 ~ z "z "0 0 ;} ;o Cl z " 0 ro ;;ii~ le ~ 0 ~ ~ C !,I l! C O -a ~ 0 ~ ~ ~ ~ z > 0 ~" ~ ~ 0" g,~ " X m ci w 0p ~z > 2 ~g m' l! r rn J!J " 0 " ~z g; g 'i! " ;;J ma m !,I ~ > " "0 ZONE/SYSTEM " ~ rn z ~ -' rn ~ • m "~ a E 0 -~ s;: ~ ~ ~ s " ~~ ~ -z ,3z 0 -~ X > ~ 11 " z. " ~ .,, X " " ~ ~ ~ A/C #1 ENTIRE SPACE 1,100 0,15 165 5 30 150 150 356 C. MINIMUM \/allll.11,llDN RATE !'ER SECTION 121, TA!ll.£ 121-A ' llllSEO ON fllffi) SEAT Oil 7HE CREAlf.R Of lHE E)p[CT[!) NUMBE!l 0F OCCIJPANTS /\ND 50:a; or 1HE OlC OCCUPANT Llll!D FOR [[]il!:!,S PURPOSES '°" 5PAeES IIITl!!llll fl!a;O SEAllNGc. " REWIR!D WNTILATTOR J\IR "'~a'D \/Al 15 lHE'." t.ARGEff OF lHE \/ENTILAnaR RATES CALOJLAlID ON ANll MEA llQ OCCUPMGY 0ASIS (C(ll.\Jl<!N O CIR G1 ' MUST BE GRE:ATER lllhN OR EQLJAI... TO I{. OR IJSI. lll'ANSl'ER AIR fCQUMN N1 T/l ~lA~ Ufl THE IJI.Ff'PlEm:E:. " DESWN 011 Sl/Pl'LY ~ fFAN !;fl,I} )I 3t% Cfl ' COOOlllON AREi\ /FT.SO,) X 1)4 Cfl,f"'"".SO~ 00 ' MAMIMUM OF COWM"5 H.J,K OR ~00 ~ ' nt!S MUST !IE Lf:.S lHAN Of!: EQUAL 10 COI.UMN L /IND GREATER THAT OR EQUAL TO TliE SIJM OF COWMN5 H + II. ' TRAN5fm AIR MUST BE PROVIDED 1'111ERE THE REQUIRED VENTILATION />JR (COWMN H) IS GlEAlEll lftllN ntt. DESIGN MIN~AUIJ AIR (COWi.ir. '-1). WERE ~EQUll'lID. T)IANSH:T! AIFlE M\ISI' BE <mEATEJl "lHAN Im F.llllAl.. T(] lllE OIFFERENCE 8ETV££N WE RF.OUJFlEO \rnlll.AllON /\Ii< (COWMN H) AND THE DESIOO MINJ7.IUU Al~ (COLUl.tlM), COLUMN H -M. Nonrnsklentlo! Compllance Form TITLE 24 ENERGY CALCULATION CERTIFICATE OF COMPLIANCE Part 1 of 3 MECH-1-C PROJECT NAME OAlE SAND CASllE CONCESSIOM STAND 01/28/08 PRDJE:CT ADDRESS 3031 OCEAN BLVD., CORONA DEL MAR, CA PRINCIPAL DESIGNER -MECHANICAL TELEPHONE Bu~ding Permit # KWANG LEE: 714-739-5181 DOC\JMENTATlON AUTliOR TELEPHONE Checko,d by/bate KWANG LEE 714-739-5181 Enforcement Agency Usa GENERAL INFORMATION DATE OF PLANS IBU\LDING COND1710NED FLOOR AREA ICLAMATE ZONE 01/28/08 1,100 SQ.FT. 6 BUILDING TYPE •~ NONRE51DENTIAL □ HIGH Rl5E: RESID!cNT\AL □ HOTEL/MOTEL GUEST ROOM PHASE OF' CONSTRUCTION □ NEW CONSTRUCTION □ ADDl'110N ~ AL1ERATION METHOD Cf" MECHANICAL ~ PRESCRIPllVE □ PERFORMANCE COMPLIANCE PROOF OF ENVELOPE COMPLIANCE C8J PREVIOUS ENVELOPE PERMIT □ EN\oELOPE COMPUANC£ AlTACHED STATEMENT OF COMPLIANCE This C!'!rl;ificole of Compltonee lists the building feotunsis and P"~'ormance ,apedficoU011s r,eeded to comply with Tille 24, Ports 1 and 5 of the Collfom1o Cod0 of Regulations. This certlfi ate applies only to bundlng mechonlcol requirements. The doc.urnel'!tatl-on preparer here-by certifies ttrnt the document tion is accurate-apti com \ete. DOCUMENTATION AUTI-lOR ISIGNAlURE '/ / l'OATE KWANG LEE -( ~ 01/28/08 The Princlpol Mechanlcol Designer hereby certifies that the propo ed buU(iing e!!ign represented in this set of conllrruction documenUI ls ca11s!stent with the other compliance forms ond wt H<sheets< w th the speciffc1:1tlons< and wlth ony other calculations StJbmitted with thi:-1 permit oppllcatran. the proposed bunding ho:; be-en des1gr d to meet tile mechonicol requirements contained ITT lhe opp:lfcoble parts of Sections 100, 101, 102, 110 through 115. 120 through 125, 1-42, 144 end 145. C8l The plons & spooifioations meet the requirements of Pert 6 (Sections 1 1030). v cg] The Jm;tolloti-on cerlific:otes meet th-o requrrements of Part 6 (10-103a 3). cg} The operation &: maintenance information meets the requirements ,of Port 6 {10-103:c::). Please check one: J:'811 ht:reby affirm that I om eligible under l:he provisions of Division 3 of the Business and Professfons Code to. sign this document os the person responsible for [ts preporotion; ond that I am licensed in l:tie Stole of California os □ clvn engineer or mechanical engineer. or I om c llcensed architect. 0 l affirm thot I om eligible uner the e1<emplion to Di11lsion 3 of the Business ontl Professions Code by Section 5537.2 or 6737.3 to sign this document os the person re5ponsiCTle for 11:a preparation; ond that I om a licensed contractor performing this work. O I offinn that I am eliglble: uner the exen l;)tlon to IJ!\lls!Ol'T J of the Bwsiness-and Professions Code to sfgn thfs-document becouse it pertains to o structure or ty e of work described pursuo ~ to Business and Professfons Code sections 5537, 553B, .and 6737,1, PRINCIPAL MECHANICAL DES!GNER NAME rGN ~ I l,wc. No. IOATE KWANG LEE ~ , C 25513 01/28/08 . INSTRUCTIONS TO APPLICANT ' IR]MECH-1-C: Certlfimite of Compllonc9. Port 1 of J, 2 of J.,.l of 3 om required -0n plans for all submlttals IB:lMECH-2-◊. Certlflcote of Compl[ancc. Part 1 of J, 2 ,of 3, 3 of J ore required for all submittols. but moy be on plans. 0MECH-l-◊. Certificate of <:omplL011c!l are required for all :mbmittcds with mechanical vantilotlon, but may be on plat1s. □MECH-4----C: Certificate of Compl[ancce ore-required fur all prescripti11e StJbmittols. bu.t moy be on plans. QMECH-5-C, M=f-ronfcc.l Equipment Deto~s ar<l requjre<f for oll perfamram,a submiHo!:.. Nonresidential Com~liance F-orm CERTIFICATE OF COMPLIANCE Part 2 of 3 MECH-1-C PROJECT NAME OATE SANO CASTLE CONCESSION STAND 01 28 08 DESIGNER: This f011ll Is to ba used by the designer and ottoched to the plans. Listed below ore oil the acceptance tests for mechanicol systems. The designer ls required to check the boxes by tJII acceptance tc,sts thct apply and list a\! equipment that requires on acce-ptonce test. If all equipment of ,o cett<1in type requires ,o test< 11st the -equipment description end the nurnb<lr of systems to be tested ln pornntheses. The NJ number des1gnotes tho Section in the App<lndix: of the Nonresident!ol ACM Manual that describes tile test. Also [nd1cate the p,m;on responsll:Jle for perform!ng the tests (Le. the Installing contractor, design professlonol or on agent selected by the owner). Since this form wJII be port of the plans, completion of this 9ection wi\l o!!ow the rnsp-osible party to budge-l fof the scope of work-appropriately. BUILDING OEPAR1MENTS: Systems Acceptonce-. bBefore occupancy permit is granted for a newly r-.nmitructe-d bunding or spoce,. or a new spoce-conditloning system Sl'lrvlng a building or space is operated-for normal use, oil control devlces serving the building or space-shall be certified as meeting the Acceptance. R,iquirments for Code Compliance. In addition a Certificate of Acceptance. MECH-1-A, Form sha!I be stJbmltted tn the bu~ding deportm,,nt that c<Y't!fie,i plans, spedfications. installation certlfiCl'lt<'!s, ond operating end molntenonce lnfommtlon mMt the requirements of st0-103(h) and Tltle 24 Part 6. TEST DESCRIPTION TEST PERFORMED BY: !Kl MECl-l-2-A: VsntITation System Acceptance Document O Variable Arr Volume Systema Outdoor Afr Aoooptonce 0 Constant Air Volume Systems Outdoor Air Accoptonce Test reqL>ired on oil New systems both New Construction Ol7d Retrofit. Equipment r~qurrlng acceptance testing !Kl MECH-3-A: Packaged ltVAC Sys1:ems Accept-once Document Test required on all New systems both New Consl:ruct1on and Retrofit. Equipm<lnt requiring acceptance testing D MECH-4-k Alr--Slde Economlz-or Acceptance Dooument TDSt requlre.d on tJIJ n~w clr---side economizers for both New Construction ond Retrofit. Units with economizers that are Installed ot the foctory and certified wrtn the Comm1ss1on do not reqL>lre. equipment l<lsllng but do requiret constructlon lnspectlon. Equipment requiring occeptonc<l t<lsting Nonresidential Compllonce-Form CERTIFICATE OF COMPLIANCE Part 3 of 3 MECH-1-CI PROJECT NAME OATE SAND CASll.E CONCESSION STAND 01/28/0B TEST DESCRIPTION TEST PERFORMED BY: D MECH-5-A: Afr Distribution Acceptance-Document This test required lf the unit ser.es 5,0DO sq. ft. of .space or less and 25% or ml)f'e of the ducts ore in noncondltfoned or semiconditloned -space like an ottic. New w115tems 'thot meet tml above requir<lm1mts. Retrofit .sptemB that m<lllf the above requirements and either e1<tend ducts, replace dudds or replace the packaged unit, Equfpn,ent f<lqUiring aoceptom:e t<lsting D MECH-6-A: Demond Control VGntilction Acceptance OocL>ment All new DCV c011trols Installed on new or exlstlng packaged s:ystems-must be tested. Equipment requiring acceptance testing D MECl-l-7-k Supply Fo11 Vorlohla Flow Control Acceptonce Docum817t All new VAV fan volume controls Installed on new or ex!sting sy.atcms must be tested. Equipment requiring -occephmce testing D MECH-8-k Hydrnnic System Control Acceptance Ciooument 0 Variable Flow Controls, Applles to chilled and hot woter systems. 0 Automatic lsolot!on Controls. Applies to new .boilers ond chillers and the primary pumps orn connected to common he,:,de,r_ 0 Supply Water Temp<lroturn Res<lt Controls. /\pplle9 to n<lw con:1tont flow chllled end hot waler systems-that. hove-o design copocity greater than or E'CjUOI to 5□0,000 Btufhr. D Woter-loop Hect Pump Controls. Applies to all naw w<itarloop heat pump 'l'yslems where the Cllmblned loop pumps orn greater than 5hp. 0 Variable Frequency Control, Applles to olll new -d!~tributTon pumps on new variable flow chilled, hydron!c heat pump or condenser wofor system9 wh<ar.e the pumps motors ore greater then Shp. Equipment requiring acceptance testing N011resic:lent1-01 Compliance Form II ITEM DATE BY ARCHITECT • PLANNER ■ ENGINEER ADDRESS; 7601 COMMONWEALTH AVE., BUENA PARK, CA 90621 TEL. 714-739-5181 FAX. 714-739-5206 CONTACT: KWANG S. LEE, AIA e,~'P Alra 'l:'G. S .;.~ C255 /· .8/ .... z w :& UI > 0 a: A, :e """' Ism :z ◄ z LIi I- <E u M :c u er w ID I-a: 0 a. == I.LI z • Q > ...I ID z <C I.LI u 0 ffl ~ C') @IXl@@u u□u11rn g T-24and mech. notes DESIGN BY K. LEE JAN. 28, DRAWN BY P. LEE JAN. 28, CHECKED BY K. LEE JAN. 28, PROJECT NUMBER SHEET NUMBER DRAWING NUMBER DATE 2008 DATE 2008 DATE 2008 12 T-24.b 2/14/2008 2:39:47 PM ' . . r. \.' I J / !'-.,,_·, ' I I ' - ' ' 'I ' I I. f .r lhermalCeramics Commercial Kitchen Grease Duct Product Data & Installation Guide 1. Product Description . harmal Ceramics Duct Wrap 2x2+ is a foil-<:mcapsulated. ncm-com- ustib!e. inorganic. tlexlble fireproofing wraps specifically tested and ,signed to provide a 1 or 2 hour fire rated enclosure for commercial kftchen grease ducts in compliance wrth AC.101 (ASTM E2336) rease duct test standard. Duel Wrap 2x2+ Is in compliance wmi he: • Unttmm Mijchanlcal Coda • fntemattonal Meehan.le.al Code • Uniform Building Code for zero c!earonco to combusUblas and shaft.:allemative. Duct Wrap • ><2+ Is a low bloperslstence alkaline-earth silicate wool. Duct Wrap x2+ materials. are classified by Omega Point Labomlorlos and Underwriter's Laboratmies US!illg and FollovvA.1p Service Program ens.Ure unffOrm 1.hicknes.s and density specifications, ·thus provid .. Ing roqulrod ·firo ratings as tested. Tl1ermal Ceramics Duct Wrap + ta a proven penOrmance arternatlve through e:xtenstv~ testing 1 and 2•hour fire-resistance rated shaft enclosures. With lls eellentlnsulatlng capability of withstanding fire temperatures up o 2000°F, it protects combustibl• consttuclions at zero clearance for commorclal kitchen grease ducts In tight congested areas. en·the ctuctperietrat_es fire rated walls·and floors. an approved iticone fireetop sealant wed in combination wtth Duct· Wrap 2*+ rovldes an alternate means of protection fo rigid shafls by main• ioing !he inlegrity of the ·1 or 2 hour floor or wall assembly, Duct \/rap 2?12+ is resistant to mold growth in test co"oditions at 75-95% mlafote humldiiy (ASTM 06329). Product Features • Complate!y inorganic • Low bioperaistent insulation • Does not contain low temperature fibergh:tss or mineral wool • Shatt alternative to rigid board systems • Zero clearance to combustibles proleclion throughout the entim enclosure system • Ligh\wdghl. llexlble wrap saves labor • Total!y foil encapsulated system for protection against material degradationi poteritiaJ fire hazards ahct allowcy ea.$;/ Installation. • Passive fire. prool material does not shrink, become. britue, or lose Jira fighting capabilities with age • Product mirkin~ on foll ensuro proper material Identification for easy inspections • Wida. variety cf throughApenetraUon systems • Resistant lo mold growU1 . Applications • 1 or 2 Hour Commarclal Kitchen Grease Duct Enclosure 3. Physical Characteristics Duct FireMa.ster Unl!SI WtJ Fire Protect.Ion Unit SI«! Ctn, Ctn. Product l)uct Wrap 2x2+ Ron 2ft X 24~ :,c20' 52 lbs. Duct Wm.'p 2ll2:+ Roll 2~ x48" x20· 1 104 lbs. Duct Wm~ 2"2< COila( Roll .a~ x6",:. 20· 4 521bs, C◊lor Wl1tte o:anfwt wtth silver f-oll -encapsulation is , Listings Grease Duct Enclosures (HNKT)'. {1-1 B: rn:lerwrltcir's LaboTatoMecs. Through Poootratton FiresIDP System (XHEZ): C-AJ-7119 11600,.2, 11660·;4 ESfl,2213 Section 506 Commercial Kitcher, Grease . . Ducts and Exhaust EQuipment, Section·. 1otema11anaJ Mectmnmal Code 507 c0mmercial Kltctien Hoods;° 2006 Edltlon • • Ufornia State Fire Mars!w.l 2440-1361:104 l,RS425 . lnstalla!lon he Due! Wrap 2x2+ :products shall be installed by a qualified.con• -ctor in ·accordance with manufacturer's instructions and refer~ need standr-uds, See·11guros 1 to 4 for. complete.detaJls. -aterlals and Equipment • Duct Y/_rap 2:X2+ blan~et1 ·2" thklk1 24" or 48~-'-'.Vkie, .7 pd density, . 20' long rolls. 46' wide blanket helps to minimize waste • Aluminum Joi! tape • Minimum ·;r \'lidQ. lilamant tape (optiQnal) • Ca"rbort .steel or Stainless steal banding material, rninfmum .If wide, minimum ().015' thick, wtth steel ba.ridlng clips • Hand banding tensioner .and crlmp!ng tooi • Minimum 12 gage steel insulalion pins; galvanized steel speed .ciips,.mlnimum ·1w i< 1¼" square orl½" dia .. or equivalent sized cupllaad pins; capacitor r;lischarge stud gun . • Access· door hardware; four galVani,ed stoolthreadod rods, ¼" ·dfamater oy 4½'' 10 et long With ¼"' wing nuts and ¼" ·washers;-4" . long steel tubing ·10. Iii ihreaded rods • Tremco. Fyre-Sil smoone firastop ¼alant we: he L,uctWiap 2x2+, and approved .sU/con .. soalanlinustbe stor<Xl n a dry warehouse environment on pallets. Pallets snould not be tacked repamtory wa11r: uct Wrap 2x1?.+ is lnslaned with C(Jlfln,on tools, such as knives, nders ahd capacitor discharge guns for applying lnsula!lon pins. n. order to install tho duct fire stop system, lhe surfaces of all open- gs and pene1ra11ng items need to ba i:;:tean, dry, irost free, and_ free f dust. nsta!!aticn tOOhniques f-or Thsmial Ceramics FireMaster Duct Wrap • 2Hfigure 1): • • • • • 36 O:variap Wr;tp Telescope -Each blanket overlaps one adjav cent blanket; and ea.ch blanket has one edg" exposed and one ei:lge covered by the next blanket.as shown in figon:, 1, The. vi;ai- ble fl(lges of the longittl(Jinai ove nap· all ·pain\ ln thA same dlrec- ·tion. NFPA95 4. Specifications . This specification guide covers the application of Thermal Ceramics Duct Wrap 2X2, Duct Wrap 2"2+ Duct FlreMaster Rre· Protection Product, and an approved silicone flrestop sealant. •• • App11 .. t1on Fire Rbsl.Stiva- Rating Gma.'1.Q Ducts 1 Of2 hotlrs 5.Perlormance A. DJJct Wmp 2x2+ Ene!os.ure System 2 Jl:l)"$fS1 2K Duct wrap 2x>2.+ petirristar arid longftudinal overlap,. 3', GO 509 F aM UL G-18 flamrnabiUty tASTM ft 84/UL 72.S) F~il: Flame spread Smokn develop-ma Blanket: Flame spread Smoke de\<GlopOO Thermal Resistapce R valu{:!: per ASTM C 518 4. 15 per inciJ at 70"F (2HJ} lJ, Fire Stop Seat,mts Through Penetr.a1i0n Syotem ULC•AJ· 71;9· 5 5 0 0 Triamco Ilic. Fyre Sil sea!nnt or Fyr&-Sii SIL Sealant {for floor 8.$$$ffibU9"S only)• Spoorliod Toohno1<gios l~c. Poosil 300 Rootosoal 6351-Seaiom HILTI consm.icton Chemicals.. FS One Sea!atit. D!ViS!on -of Hit.Tl fr;o, • 2 & 3 Sided Wrap Systein. -When space does not allow Jo, a full wrap enclosure: on all fOur sides of tho duct, the Duct Wrap 2¼2+ may be installed on :r or 3 sides of th& dud and mechanically attached .to a concrete or CMU assembly on the unexposed side of the duel. Geneml: To minimize waste, Duct Wrap 2x2+ meterial should be rolled out la!llly before measuring. Cut edges ot the blanket shall be 1apeq with aluminum foil:tape to prevent exposed edges of the Insulation rrom wicking moistiJr~·fro.m cond.e:nsation or grease frof!'1 a compro-, mise.d !aaking duct joint Into ths material .and causing degradation of the fire barrier. The Duct Wrap 2<2+ material may be installed wtth eitt,er a mechanical !:>anding sy.,1em or insulation pins and clips (see Mechanical Attachment Methods below and figures 1 and 2). When using the banding. technique, caution shall be taken to ensure !hat the bands are not fitted too snu·g as. which Could result in cut1irtg 'into the blanket.To prevent blank~t sag on ducts with dirnensi011$ greater !him or equa! to 24", insulation pins, long enough to extend through the !aye/s of blanket Insulation, are welded to the duct in columns space(j 12" apart, between 6' and 12' from each edge and 10½" on center along !he bollom horizontal and outside vertical duct runs as shown. in fi9Ure 2, Insulation pins that extend beyond the blanket wrap shall be tu med down to eliminate.sharp points. Suppqrt han.9 .. er systems do not need to be wrapped provided that um hanger rods ara ·at least a minim.um qf 'N (@_,;;,,.,m} diameter a.nd spaced a max- imum of 60'' on center along tho. length of the duct, and tlul. angle iror1-!s a minimum of 1½~ x 1w·l< 1N' or·sMAcNA·equivalent support system (SMACNA band strar support do not apply)-Horizontal tra- peze support sys~ern tnay be ·incorporat~ into the w~p enclosure. A. Overlap Wrap Telescop" lnstallatfun Duct Wrep 2x2+ commercial kitchen grease duct 1 <ii~ hour enclo- ·sure includes a two-layer wrap construction applied directly io all surfaces of the duel (see figura 1}. ·rneJirst.or interior layer of Duct Wrap.2X2+ blanket Is wrapped around tl1e perimeter of the duet and is. cu! .ta a length. wtth. enou?fi excess to overlap ilseff no!. lass than 3'. Adjacent blankets are placed to overlap !he previous blanket not less than 3' Tho overlap mado by adjacent blankets·iorms the ·ton- gitudinal" ovedap. The overlap a blanket makes ,vttti ttself fa called the 'peti,Jleter' overlap. The longitudinal overtaps o1 the exterior layer are to be spaced W¼" away from those of the inletlor layer. Th<> first layer may be. held in pfaci with·rnamenl tap<> 1 W' from each blanket edge and in tho center of foe blanket. The second layer is wrapped around the p<irlmeter of !tie first layer wi!ll the longitudinal overlaps of !he. extenor layer spaced lOW away from !hose of the inte1ior layer and may be heid in place with filament tape 1 ii" from each blanket edge and iii the ce11ter of the blanket untif banding is in place or tlie pinning attachment= fa fully secured, B. Butt Joint Overlap Wrap Installation Duct Wrap2x2+ ts cut lo completely wrap around lheperimeter of the duclwilh enough excess to provide an overt~p of not less.than 3". The joints ot the adjacent blankets on 1he fi(St (interior) layer are firmly bulled against each other and may be held in place w!U1 lila- ment tape r ¼' from. each blanket edge and in lhe cenier of the blan- ket. Toa second layer of Duci Wrap 2x2+ Is wrapped around Im •. Butt Joint Overlap Pattern -The edges of each Interior .layer perimeter of the first layer using th1> ovetlap wrap Telescope 1eoh- blanket: are famly but!ed against each othei. The exterior layer nlque canstruclion descnbed In paragraph "A' above with a mini- blankets are Installed over the Interior layer so that the exterior 'mum :,•·overlap wrap. The second !ayer of Duct wrap 2x:!+ may be blankets overlap each other with a 3" overlap·, and. completely • neld Into placa with Jilamenl glass .tape ·1w from each blMket edge co11<>r the butt.Joints of. th<1 intarior btanKets as shown in figure 1. and in the center or lhe blanket. as a temporary hold unlit the , Btflt Joint &. Collar System -Tho. adjacent blankets of both mechanical banding or pinning and clip attacl1meht method Is in fntorlorand exterior layors ar,ii1rmiy butted together with the ex1a• ,place, (figure .1) riot Joints located 12" awayfrom the.Interior joinl!!,. A 6" wide col-.. c. Butt Joint/ Collar Installation lar made. from, .Dud Wrap. 2x2+ I! centered. over eacl1 oxtoripr ~Puc! Wrap 2x2+· is installed in two layers wilh a tight butt join1 oon- Jomt. overlapping each blanket_by 3 as shown in figure 1.Th<e C?I· ,slructlan aitd collar i,tthe eiiterior tayerJolnt. The butted jointa of the lar overlaps tt,;elf with a 3" parimele.r overtap.. :_j,xteriorieyor blankets are located 12" away imni the butted Joints of • the Interior layer blankets, and the blankets may tie held ln place with filamerrt tape 1 ¼ •from each edge of the blanket and in the cen- ter as a temporary hold umil the mecllanir.al attachment system Is secured. A Duct Wrap 2"2+ Collar is con rared over the joinl!! of the exterior layer ahd wrapped ar6l!fld.ihe porirne!er of tho duct and cut to a length so that lt ove.t1aps .itself not leS'S· than 3°. The collar may be held In place wtth filament tape placed HI" from each edge of the collar until the mechanical attachment ls in place. Filament tape is used 1 ¼" !rom each blanket edge and in the center of !he blanket as a tem;,ora,y ho!~ unm the mechanical al!acllment is In place. (figure I) D. 2 & 3 Sided Wrap Installation When space dooo not allow for a compla!e wrap applied to the duct Oil an fow sides. the Duct Wrap 2><2+ is approvod for 2 or 3 sided lncia!la.ticns w\th .mechanical ariachm!,!ni 10 ·~ concrete or CMU assembly, The Duct Wrap 2.x2+ Is installed on the 2 or 3 sides of the duct as described in one of the installation methods described above with the starting edge of the blanke! attached to the concrete or CMU assombly and then wrapped around the duct until the other ond can be affixed tQ tile other cm:icrete or CMU assembly, thus encapsulat~ ing.the d'ucl with insulation around all accessible sides_. The blanket Is to flange out onto. the concrete or CMU assembly. It shall be secured 11J the adjoining assembly with min '/,," diameter; 4" long concrete anchors, footed lo a mfnimum 1 ½:"" wide. x ~ri,t thick steel strip/strap with pre,drilled tiolas spaced a maximum 10" on center~ The· steE!i strip is to be placed around the .entire perime~ iar of the duct ·1n the exposure area. The Duct Wrap 2x2-f. insulation wrap is secured to the duel with minimum ½" wide banding 1 O¼" cen- ters. The ends of the banding are to loop into the steel strips/st1aps that loot the blankel to ihe concrete floor or wall, and tightened down. The. trapeze support system may bo incorporated within the w~p.system, Mechanical Attachment Methods for insulation Wrap 1. Sanding -.ll" wide carbon ,teel or stainless steel banding, 0.015'' thick, is placed around the entire perimeter of !he Insulated duct with maximu·m. 10¼" sflai;:i~g cellters af.!d-1 ½~ from each blat:1kat. edge or 1½" from each collar edge when using the butt joint and collar method. When banding, filament tape can be used to temporarily hold t.he blanket in place until the banding is applied. The banding is placed around the material and tightened so as 1o firmly hold the Duct Wrap 2x2+ in piace against lhe duct, but not cause any cutl1ng or damage to the blanKet. (figure 1 ) 2 ... Pinning¥ Forductspans24'' or larger, min. 12 gage, 5° long steel insulatlori pins are welded to the duct in columns spaced -1 z-apartt 6' • 12" from each edge and on 10½' centers along bottom horizon- tal and oulside vertical runs to prevent blanket sag (see fig, 2): Pins are also required 1" from the end or a duct and 1" from any edge neat ;,. 90' bend, spaced on 6" centers. Pins are locked into place witt1·1½;, diameter·round or square, gafvanlzed'slceeI, speed clips or c~p head pins. Pins that extend boyond outer blanket wrap layer shalt be tum·ed down to eliminate sharp edg,ls or the excess length cul.oft Grease Duct Access Door Installation (see figure 3) Fout galvanized steel threaded rods, ¼" diameter by 4½" to ·5" long are welded lo ·the duct.aHhe comers of the door opening. Four 4~ long·stael tubes fitoliarthe lhtaaded rods.to hold !he.door to tna duct 8M_p·rotect.tha Wrap from damage as the door is r6moved. FoUr· 5" kmg 12 gage insulat~on pf11s are we!cie.d to tll~ door panel for instai- lati_or\ of the blanket. Three layers of Ouot Wrap 2<2+ are-impaled over the 12 gage insulatlon pins on the i6 gauge door panel . The first layer ls cut anc impailed over the in.sulalion pins with a minimum 1 .. overfap. When the door is }nsta.Ued. thiS. first layer is compresses a.nd .fltled agB.liist. the wrap· su~rnUndirig the door t;>p8ning fo form a tight butt Jolni. The second layer ls"cut to cverlap.tM first. layer b)I no lesstlian 1 ", and the1hird layer is tut to overlap !tie second by no less than 1 ". It is ess.e11tial that:these !ayers fit tightly against the • Toa joint shotild be sealed 1,1siilg aluminum foil !ape. 9. Limitations •·Thermal Ceramics Duo!Wrap 2l<2+ shall be lnstalled in accor-: dance with the installaticin instructions: • • M1,1ttlp!e.·s1eel ducts 10 .a Sln91e _e.ndosure are not permitted:_ for commercial kltcllen grease ducts • Minimum 'lo' diameter all thread steel rods do not have to be insulated ·• ·The integrity of Duct Wrap 2\<2+ systems is limited to the. qual- ity ti! the lnS!allation • ~ pt:1'$1.Jital ~ nq,ript)wi, /"Mdl1tff!MIWltmS ~ ffh? MSDS.. r!mtnil ~Jn fnWIM18tii'olM>rffe]n ,OtucttJl!J (lqn]p(n;y pk. F!NM.sa,"W'fS II tr.UHflNim t;tl 11Mml#l~~-/Jin::I UWt,? tx:lp,~ ~-nt.mtJ/a(,{;1"(} l!y Tm!rm# ~ /oC. /Sm!#tl#WIJrmtS~~dL.~by~{fffltr!fWtt.rm,mdltbkm§(NJJy3M. TttmlCi> m1"F~l8T1i1Wd8mmks ol ~lrta. • • • • wrap surrounding lhe ae<:ess ·door opening with no 1hrough open· ings, The thrna layers are impaled over the pin.s and are locked In place \\ith speed clips. Pins that extend beyond tha outer layer of D.ucl Wrap 2x2+ shall bo turned &.iwn lo avoid sliarp points on tho door. The steel tube-a are placed over the threaded rods.The in$U· fated door pane-I Is placed over the threaded rods bovared by the steel tubes and held in place wilh washers and wing nuts. The details are shown In figure 3. Through-Penetration Fire Stop System When IM dur;t penattote-s a fire rated wan, c-aillng. m floor, an approved fire stop system must be employed. Duct Wrap 2x2+ approved fim stop systems Is listed in Section 4. Spocificruions and in figure 4, One 1 O!-f1 wide strip and one 2W w/dg strip of Duct Wrap !2x.2+ blan~ ket are required.. Tha narrower strip is placed on top of the Wider strip, aligood i,vith onei edge. The wider strip Is -0·1en folded over the narrow- er strip to cteate a three-layer, 6' 11,ick by 4¼" wide strip. The blanket is lhen compressed to a minimum of 50 percent ofthe ortginal thick• nass. and placed in the annular space~ flush with the lower surtace of the conmite slab and recossoo a minimum of·¼' from the upper sur- face. inslaU a minimum of W of Tremoo Fy.re~Sil silicone. firestap sealant into the opening. Alternatively, when there is no room in the • remainiog at1nu!ar space to wrap the -duct w!lh Ou:ct Wrap 2x2+ material,. the enclosure may terminate above and below the flooricelllng or wall assembly as shown in figure 4 by mechanicany attaching ihe FlreMastor to the 1erminati0n poitll above Md below the tenninalion area with bands or pins. 8. Maintenance No maintenance Is required when inslallell In accc,rdruii::e with ThermW CeramiCS Installation instructions. Ono.;.? installed. if any section that Is greater that a~ x 8" is damaged -or if the overlap area is damaged. the• following procedures will apply: • The damaged secllon should be removed by cultlng the steel banding or removing the clips holding it in place • A new section of the same dimension silould be cut from a roll. of Duct Wrap 2x2+. either 24'1 or 48" \Vide. Cwt edges of the blanket_ shall b,e taped 10 pre-vent -exposed edges of tho Insulation from wicking moisture or grease inlo the material and degradation of the fire barrier • The new section should bo placed perToermal Ceramics manu- facturers lnsia!k'ltion Instructions ensuring Iha same overtap that exist~d previously • Tho steel banding should be placed around the material ·and ten- sioned so as to sufficiently hold the Duct Wrap .2x2+ in place without cutting the blanket • lf the blanket has net been damagect but th.e !oil llas ripped, seal !he opening with aluminum foil tape .For damaged areas less than or equal lo 8" X a"·the follO'Nireg pracedme· may-be used. • The damaged sectiqo should be removed by cutting out a squar~ or rectangular !hat includes· the damaged area and does not • exceed a· ln·widlh or length. • A repair section should be cu( from a.section of Dunt Wrap 2"2+ that i• 1' wider and.1' longertha11 il1e.damaged area that has . been: rernoyed .. Cut ed9c,s of the blanket shall be taped to pre- vent.the .exposed edges of the insulatlon·from wickihg moisture or graa,,,, Into t11e material: • A single min. 12 gauge insulation pin min. 3". long should be welded to thllgmase duct In tile center of thG repair area .. (Note: Cup head pins ma.y also be used.) .. The repair section is to. be centered cm the: opening and impaled upon the lnsula1ion pins. All overtaps should be tucked into the repair opening to provide a tigl1t fitting joint: Insulation is held in place with a 1 %' square or round galvanized or stainless steel speed clip or a minimum 1" diameter cup head pin. The excess portion of tho pin shall be out off and/or tumed down to eliminate sharp edgss, .. Thermal Ceramics Duct Wrap 2x2+ Commercial Kitchen Grease Duct System 1 or 2 Hour Shaft Alternative Zero Clearance to Combustible (Overlap Wrap Technique) BUJF-.DNT/t;P! I 4B BUII-JOINT@"qyrn1 AP IUS!Al I J.IIDN MEIHODS . . . . OPL No. GO SOOF Figuro 1 Orawiog• FMOW:!001-0 UL Sys.rem No. R142291 UL G-18 1 T\'IO lay.enrDucl Wt-dp 2x2+. 6 Mtnlm!.lm Vt minimum diameter hanger rod 2 ~!!ama~tlape t 1. ¼: x 1W x '? angle 3 Steel.bandlng ¼~wide rrrioimUln 8 Firmly Butted joint 4 Min!morn 311:. perimo!st ove_rfa.p g· Bil wide Duct Wtap 2x2-+• OOUat' 5 Miiliirium Sfl longi~dinal o>.tEJrtap .. Nq.t;;i:}i'le lot~rit# ¢{ Ouct'Fiie.'•fa.tWl' f:rodw~ ls.fimited' 10: tht ·(Jlalittcf tile lnstaUar!cin: • Thermal Ceramics Duct Wrap 2x2+. Typleal Insulation Pin Layout For Duct Spans?! 24" Wkfe To Prevent Blanket Sag SJDE El EYATIOU Y1>/ll!S BOTTOM YJFW ffl i I =-1 .lJ ~=I END FJ FYATJQN lnstaH.-nion Pin. Layout Figure 2. DraWing # FMOW2004-0 1 VE;)lilcal Goc!iofl N~t;: TI1s ln~rify Of Dud flmMas!er PrOOuc;: i!c, lirnltad to 1he quetity ol .the ~~!itatlaHon.. Thermal Ceramics Duel Wrap 2x2+ Access Door.System Commercial Kitchen Grease Duct ,gJ • " ( ' • " ~t wV OPL ti<,, GP 509F Fl9"re 3 Prawlng/1 fMOW201'.l:1·0 1 Door hofe 2 i:i.M (:t~'TlS{~f an thr\!acir;.id ti>~ 3 Acce$S covlltr • 10 gau go 4 {nsuIat1an·plns ~ \\ieldetl 5 One layef Duct Wrap 2X2T 7 Ot1a lay'ilr Ducl Wrap 2X24-1~ averlap a Speed clip• 9 Ah.m1it1urn tape at ~e:1:< Not~ 'lhe 1tr:1,gq1 of Otlct FlreMaste:r Poodtlci" i.s !irri\i<'l\i . !o 1t1c, qUtili!y-ct lire ir1s!;)lhtiol1. '10 Spoof pieces for threaded !'ods 11 ¼0 diametar wing nuts Thermal Ceramics Duct Wrap 2X2+ Through Penetration System 1 or 2 HQ11r Gr11~i;e Du~t ,. SECTION A-A SECTIOM A-A FLOOR VIEW Pe, IC$0 ER-4975; Testing ()<1rASTM E 814 Figure 44 Drnwfng "l!B0100510 • 1 Duct 2 Two laysrs Duct Wrap .~4 3 Solap pieces of Ouc,Wrao 2li2+ 4 ApprovedThmug:h PE'3oetrolion i::1rostap Sysfo.tn 5 Rated fioor or wa!I N,;:ile; niij :Owglil)I of l:JrotAaster Duct Sf-slem I'S llm!l~ ru the Q.U<l.llty tit the imltal!cit'-0n. FLOOR VIEW Per lCBO ER4975; Tes1lng perASTM E 814 Figure 48 Drawing t RB0100SIO. 1 Du:Ct 2 Two layers Duel Wrni(:2x2+:• 3 Scrap pieces of Duct Wrap 2x2+ 4· App=rovOOThroUgh Peoetration FlreStop System 5 Rated ftoor or wall. f;OO G.F.M RELOGATED EXISTIN6 BLOl"IER 4,500 G.F.M bOO C,.f. bOO G.F.M bOO G.F.M bOO C.F.M EXISTING ROOF PLAN N.T.S ~of~! MA-/{G x)r ~ f t5,oJ1~T fvr'O [ ,--i [G1z.l,,,'c,p "'7J-I/ f'c.{j. A}),. 7\,.,\o1 C11Y OFNEWPORTWC118IIIUIIIICI-- APPROVAl OF TiiESE PLANS DOES NOT COtrfSTITUTI: EXPRESS OR IIIPlm, AUTHORlZAT\ON TO CONSTRUCT ANY BUILDING IN VIOLATION==- WITHTHE ORDINANCES, PLANS,ANDPOl\ClES OF1?!,E.ca!Y,<lf. IN.,, RE"ael"'NII II; APPROVAL DOES NOT GUARANTEE THAT TiiESE r1.n11g "-"""' or~•QE& COMPUANCE WITH CITY, BUILDING, ANO ZONING OROl!Wfl:£0 ••os,u=~=ETO THE CITY OF NEWPORT BEACH RESERVES THE RIGHTT = AMI REVISE THE BUILDING STRUCTURE OR1MPROV£MENT AUtflORIZE~,WITIISE ~ BEFORE DURING OR AFTER CONSTRUCTION, IF NECESSARY.!.,~~ .. ORDINANCES, PLAN SAND POLICIESOFTllEcm'OF NfWPORf _. PERMITTEE'SACKNOW\.EilGEMENT: ___ -;;=:;;;;;!<'"---- QFf',!.RTMENT SIGNATIIRE (StGHAl\JRE) Mf F' ;~U\W G•11 RA' E VI E IJpi: ~R(IJING Pi,,•':JlhG :v J/JJ; M_.,_J,, . R .,_.,. HQ.Q!LJfANG.!Nii.".!:i.filGl!"'L.EOR El~LSX.aTJ;.M5 V¢rifie<:!Hcn ~f h¢<fd W~ttig b<:4gM:. -;}t~ f"-rniihEtd floor {A,f\f.) l~ t1lq<..1:if<td f!X" c~no~t pk.emTiil"=nl. or iim s-p;t¢.n1 tl◊t:dt:$. • l;l?IS<;"lJJTirne:;dm:f liom:Joq b:e!ahl :.:o: ~a.":- LJ ~:om t1rnill~etl 1\l}t<r to 1ow~r JW9.C ot r:oei, O~h.,,cr h,.;1wJin9 hel~!hi = --,---,--" 0 from ritti:::~cid fa<'!'X"· to tow>l"..r t>..rlgc of ff'ood. §lUB1-fITTAL ·P!~!lm ret!,1{0 ·Qne i;:ppr~wQ pfint to your Gr-eenh~cl-;. f-ktp~~ffl'®.ti>.."'(! lr.¢lti'lfng {iignaw~ aote, end cMwel½ to 4t' lla:..ixnitlol '\redfi' MU!:s md q.B~sUo.m:i. f-M1rltmt!.on wlll not h,:,gm \.-'T'ltil clter Qpprc-ted <"irowingS: ~· ree-tlved. • I ! 0 APPROVED AS SUBMITffJ) 0 APPROVED AS NOTED D REJECTED -F?EVlSE AND RESUBMIT ! i i l"-sroti,\TU~-·c-·------------.--::t.>c;~n,=.:--1 -"- 1. i en _J -~ w 0 oes en w I- 0 z DATE: 05112/08 SCALE: JOB NO. M-101 ; SPECIFICATIONS EXHAUST HOOD EXHAUST HOOD SIZE FORMULA OF DUCT NUM6ER OF DUCT DUCT SIZE BLOl'ER CAPACITY BLOY'IER H.P. NUMBER OF FILTER SIZE OF FILTER FILTERED AIR SUPPLY FAN CAPACITY NOTES: TYPE I 4'-011 Xl41-011 Q= ~-uM 28"(Y'l)Xl2"(D) (SEA) 4000 CFM 2 H.P. 230 eH1;: ~ SIDE(8EAJ I6.00X2.00 ( 'tEA) 3{)00 CFM I. GREASE FILTER SHALL NOT BE CLEAN ON SITE PICK UP BY A CLEANING SERVICE. 2. FIRE DEPARTMENT APPROVAL SHALL BE REQUIRED ON FIRE PROTECTION SYSTEM FOR GREASE HOOD AND DUCT. 3. GREASE HOOD EXHAUST FAN AND MAKE-UP AIR SHALL BE ELECTRIC.ALLY INTER-LOCKED. 4. Y'IHEN HOOD 15 LESS THAN 18" BELOY'I CEILING EXTEND FIRE RATED CEILING 18" BEYOND HOOD. 5. ALL Y'IORK MUST COMPLY Y'IITH THE l'l"!"! L.A.U.M.C. 6. EXHAUST OUTLET SHALL BE 40 INCHES ABOVE ROOF SURFACE, 10 FEET FROM PROPERTY LINE,I0 FEET FROM AIR INTAKE OPENNGS AND 10 FEET ABOVE ADJOIN GRADE. 1. FIRE-EXTINGUISHING EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE Y'IITH 1003 AND UNIFORM FIRE CODE, AND APPROVED BY THE FIRE DEPARTMENT. 8. GREASE FILTERS SHALL BE CLASS I Y'IHEN TESTED IN ACCORDANCE Y'IITH THE TEST METHOD IN SFM 12-11-1. "!. DUC.T BRACING AND SUPPORTS SHALL BE OF NONCOMBUSTIBLE MATERIAL. 10. APPROVED FIRE PROTECTION SYSTEM ( BY OY'INER) Y'IITH AUTOMATIC. GAS SHUT-OFF VALVE Y'I/ MANUAL RESET. II. COOKING EQUIPMENT ARE SPACED 6" APART AND FROM ADJACENT Ji'IALLS, OR FLASHED TOGETHER AND TO THE Y'IALLS, OR EQUIPPED Y'IITH C.OMMERGIAL CASTORS AND QUIC.K DISC.ONNEC.T GAS LINES. 12. THE CANOPY-TYPE EXHAUST HOOD SHALL EXTEND A MINIMUM OF 6" BEYOND THE OUTER EDGES OF THE COOKING SURFACES AS MEASURED FROM INSIDE EDGE OF THE HOOD. • MANUFACTl!RE , Loren Cook-Company MODEL, I45LD l<l5U'B SERIAL # : ee,550022&~t¥,?.:t"~$} TA5,EF-2~ZO l -l j -, // ' '\ \ I I \ V I'---. ./ ' I I 46 GREASE CONTAINER~ LGREA~ E CONTAINER ROOF EXISTING) JOIST ( ,)\ OPENING HEADER I-HR.RATED CONSTRUCTION OUNO HOOD -1/ 18" AR FLASH TO C LESS THAN 12 ABOV EILING IF "SPACE E HOOD /. GREASE co NTAINER F.F.L 6 ~ z I: ~ I N i '-fJ rC VENTED CLIRB X X I~ YI~ X GA.GAL\ DI DA ALL ~EL / V / . I vENTILATED SHAFT 5"MIN.-12"MAX.CLEARANCE ~ x FROM DUCT METAL.71 J z ,: !:,OLLAR io MET AL HOOD ~/REMOVABLE GREASE FILTERS HOOD SHALL BE STAINLESS STEEL -22 GA. 18"MIN. . I I I I "MIN. 1 . €," • €," 9 it (I), (I), <JD <JD I I I I I ELEVATION (HOOD SYSTEM) N.T.S 4 EXHAUST DUCT 2X4~00D OR METAL STUD ,r---BRACING ( ALL AROUND) f--__ ONE LAYER OF 5/8" SHEET-ROCK LINEAR TYPE"X"@EACH SIDE SHAFT DETAIL N.T.S NON-COMB ~ALL SURFACE F.F.L REMOVABLE COVER FOR / ,----CLEANING /--lb GA.GALV.DUC:T(ALL ~ELDED) I I ~---/ I l/4"PERI" PITCH -ANGLE IRON r-~ELDED STRANG'1=v==~-ON 4X RAIN CAP ~i----/--1,~suPPORT A ' -_ \_ OPEN TO ATM SPHERE ~ X 1 7 r~ ~ ~ XX ' EXIST JOIST I /.,,--1/2"MIN.AS SCRE~ I 2 I SEALED--~.u~ / NOT COMB. CEILIN& I " S' MIN. I _/ ~GREA.SE::; )NTAINER 6" ~ 6" ~ l: . 9 _v h ,- 0 0 00 0 -0 'II ~= = u- I I VERTICAL SECTION(HOOD SYSTEM) N.T.S 2 B ' R RA BY: 3 L INSULATED HOOD FILTER . ID 0 0 DISCONNECT SV'llTCH u.. 0 0 0 0 0 0 0 0 I ' A 5Q.JN5IDE J SQ K5Q V'lOOD NAILER APPROVAL TO l~E Av DATE: -2 ,-\Q. A B C MODEL FAN DIMENSIONS D E F L SQ DAMPER MOTOR (OPTIONAL) G H '-. J K L FIBERGLASS INSULATION BACKDRAFT DAMPER (OPTIONAL) CURB 4 FILTER DIMENSIONS M FILTERS SIZE INCH INCH INCH INCH INCH INCH INCH INCH INCH INCH INCH INCH INCH AFSNl26 SI.B6 SS.15 44.00 11.05 ~.06 IS.15 I5.B1 8.0 :38.50 SO.SO 21.50 24.50 SIDE DISCHARGE MODEL RECOMMENDED OUTLET DUCT SIZE (INCH) AFSNl26 . 16.00 X 16.00 MANUFACTURE , Acme Engineering and Manufacturing CorporQtlon Phone (~IB) 6B2-119I Fax (918) 6B2-0IS4 BACKDRAFT DAMPERS AUTO BACKDRAFT DAMFER SIZE ARGFl6 FILTERED AIR SUPPLY FAN I6.00X25.00 N.T.S QTY 4 . (f) _. -~ w 0 ~ (f) w I- 0 z DATE: 05/12/08 SCALE: JOB NO. M-102