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HomeMy WebLinkAbout3619 OCEAN BLVD PART 23619 Ocean Blvd Part 2 N ' EXTERIOR F.L.EVATION SCALE 1 /4 = 1'-01, LEGAL OWNER DESIGN DATA CONSULTANTS, 5OUARE FOOTAGE CALCULATIONS SHEET INDEX SYMBOLS LEGEND T-1 TITLE SHEET A-25 FOUNDATION PLAN PETER 4 DOTTY SPATARO ZONE R-1 SOILS: LANDSCAPE: r-� A-1 517E PLAN A-2q SECOND FLOOR FRAMING F.5- - Finished Surface 1221 W. COAST HAY x411 CODE: 1gg7 USG EO_Fry�M \ A-2 , GENERAL NOTES A-30 THIRD FLOOR FRAMING Finished Grade . NEWPORT BEACH, GA 92663 USE: 5FD _ CFEO-F801 ENNEYRE STE. F —� PEDERSON d ASSOCIATES A-3 GENERAL NOTES A-31 FOURTH FLOOR FRAMING F.L. , - Flow Line (714) 645-5854 USE:CONSTR.TYPE: 5F / 202-11 ACACIA 5TREET A-4 BASEMENT FLOOR PLAN A-52 FIFTH FLOOR FRAMING F.F. - Finished Floor 3G `✓`Y�7re7H - LA6UNA BEACH, CA g2651 } LEVEL. 5:' 712.6554 SQ. t=T, A-5 FIRST FLOOR PLAN A-55 ROOF FRAMING PLAN T.G. - Top of Curb OCCUPANCY: R-5, U-1 w (714) 494-2122 NEWPORT BEACH, GA 92660 PP EST#7o916 j.EyEL 4: 372.7336 SO. FT. A-6 SECOND FLOOR PLAN A-54 ROOF PLAN T.G. - Top of Grate 3 P�PT#• `1-51L`) (q4q) 261-1755 T.P. - T of Planter CITY OF NEWPORT BEACH LEVEL 5: M5.1621 50. FT.. A-7 THIRD FLOOR PLAN 0-1 - 2`�` A-8 FOURTH FLOOR PLAN T D-5 ARGHITEG RAL DETAILS T.R. - Top of Railing VARIANCE NO. 1223 LEVEL 2: 20513258 '5Q. FT. A-q' EXTERIOR ELEVATION SD.1 p PRECISION CALCULATIONS GO. T.S. - T of Slope MODIFICATION p10. 4757 P-O0. BOX 3434 LEVEL h 00 56- FT T.W. - To of Wall A-10 EXTERIOR ELEVATION TO 5D STRUG DETAILS p REQUIRED SETBACKS: NEWPORT BEACH, GA 92654 'TOTAL LIVAELE: b(a'Ki • -i' 5Q. A-11 EXTERIOR ELEVATION B. - Back of Wail , Fl . H-1 INIS SGHED .W LEGAL DESCRIPTION (`t4') 642 502i - G.C. - Column Gap GARAGE: t07b667 5O. FT. A-12 EXTERIOR ELEVATION 5GH-2-DOOR 4 WINDOW SCHEDULES N.G. - Natural Grade FRONT: 10'-O'" A-13 BUILDING SECTION L-1 TOTAL 5TRUGTURE: 735") SO. FT.. INV. - invert " PROJECT ID: TRACT 1257, LOT 15 SIDES: 4'-0" STRUCTURAL:' A-14 $UILDING SECTION' TO L-8 LANDSCAPE PLANS �_. ✓� (XX) - Exist' Natural Grade 10 a"- C�ja�>E3NWDA''y MOAYEDI4VOLPE `-_.-._: _ µ___...._.._.� A-1s MTERIORELEVATIONS G-1 AREA CORONA DEL MAR REAR: © ' —> - Drainage Flow CITY: k3ASEl� !? T I bWLptr<m. Sari rqr wN► 2152 DUPONT DR, STE. 3 LOT. AREA: 1500.00 SF' - A-16 INTERIOR ELEVATIONS TO 6-3 GRADING PLANS NEWPORT BEACH ., IRVINE, GA g2612 BUILDABLE LOT AREA: 5460.00 5F A-17 INTERIOR ELEVATIONS DO NOT SCALE DRAWINGS COUNTY: ORANGE MAXIMUM HEIGHT LIMIT: 24'-0 AVE.%2q-0. M ' (NOT TO EXCEED T.O.C. ELEVATION) , - (gag) 250-4700 A-18 FIRST FLOOR ELECTRICAL PLAN AP: 052-150-17' DECK SQUARE FOOTAGE 15 X BUILDABLE AREA MAX.=ALLOWED A-Iq SECOND FLOOR ELECTRICAL PLAN . CIVIL EN6INEER: (1.5 X.5460.00 5F) = (81C10.50 5F) A-20 THIRD FLOOR ELECTRICAL PLAN DECK LEVEL 1: 4g0.00 5F TOPl ENGINEERING `.. REQUIRED PARKING: 1 OPEN, 1 ENCLOSED A-21 FOURTH FLOOR ELECTRICAL PLAN • 13q AVENIDA NAVARRO DECK LEVEL 2: 280.00 5F . POSED PARKING: 3 ENCLOSED A-22 FIFTH FLOOR ELECTRICAL PLANPRO SAN CLEMENTE, GA 41267.. A-23 FIRST FLOOR REFLECTED CEILING PLAN lg4W 4q2-8566 DECK LEVEL 3: 408.00 SF DECK LEVEL S.- 5°I.00 5F -2SECOND FLOOR REFLECTED CEILING PLAN -25 THIRD FLOOR REFLECTED DEICING PLAN PORCH LEVEL 5: 155.00 5F • < -26 FOURTH FLOOR _REFLECTED GEILMG PLAN TOTAL DEGK5: . 15- 5.00 5F -27' "FIFTH FLOOR REFLECTED CEILING PLAN rwa �o. �oowo • . VICINITY MAP South Coast District Office APPROVED. 2 Parm16 't No \�,.�� FPFECTIVE JECEREg OCT 95 1999 IA COASTAL LCOMMSSION D UE OCT 18 1999 D COAS ALLIFOCO� SSIO N CALIFORNIA COASTAL COMMISSION SOUTH COAST DISTRICT SPECIAL CONDITION . COMPLIANC�a�I t"A�IY� CDP NO. 5 CONDITION NO ACCEPTED BY: DATE: 0� c°� 0 .1 ' �D c 8 D c0 '�tii,999 �/iq ss�0 ti 'SITE �OLJL0VA%%RD , v\ ..v�..�\ :i ♦':v \':a \':�\ :� \ :i\ :v \..v ` ,• \ ., \ FLAN NOTES .t ♦ - , , I\, ! I:.: .,SITE . i. See Generai Notes Division 15 for additional information. aI ,gt\ ��o bt\•\ S� a� ^c I esl:� <i ` - FACE t>F CURB County/City Grading Engineer shalt be contacted prior .to <, .'s a a ►�''F''. ; start of grading to schedule a pre -grading meeting. , •'a .^ 3. All water supply lines to the house shall be 1-1/2" mina o ✓',.� ; 4. Refer to soils report for grading requirements. It shall be' •%; .. the General Contractors responsibility to have grading', _ ,'^ : •o compaction, back Filling, footing and utility inspections - completed prior to begining of next phase of construction. • 5. See I/D3 for job,sign detail. See plans for location. . ,. a O r o• v - See grading plan by others For precise grading Information. 7. See landscape plans by other. WA NS MALL }}[[ ti 8. Separate permit is required For each building or structure, ' bWlt at a 10A�TA�980IS• E 5 101GTURAL a - d • , < I C dV' r i , I, Y,�:. \• ' - l . ' I I + a� . dr!,- �.dv 4 a ` _ ,-. �1: i.e.; fence walls, retaining walls, swimming pools/spas, and r a .'. ,•,, , �• T-2- d 44, " , , tennis courts. T-r TI T_, r-, G. DO NOT SCALE DRAWINGS. 10. REMOVE ALL EXISTING MATERIALS, FENCES, ETC; FROM SITE 0 Ex5nn6DwvgvY RETawns waL PRIOR TO GONSTU( T, . ON PN LANMR Pm - .' L •ya ABv- QI 1. SPRINKLER 13D SYSTEM. - , TOP OF c,ONa. VI - CONGEALED HEADS. III L��,c�E ® 12. Submit sound attenuation design For HVA , equipment per ARI std. " 1 RETAwm6 YlAll To nEDINTo�aeTIN6wLL 2�5. Sound level not to exceed 50dBA (55d5A with timer, 65 dBA 1 NE56ATIF � rt with timer and neighbor's consent) per A _r+ALI/ ENTRY ro aaiJE ' ' ALL SITE RETAINING WALL, POOLS, section 10.26.045 of the N.B.M.O.. \ NEw DRIVEWAY o u PLAxTERFEx FENCES, WALLS ARE UNDER SEPARATE PERMIT 13. NO trenches or excavations 5 or more in depth into which a person `— REFER TO LANDSCAPE PLANS YAK is req ulred to descend. Or, obtain necessary permit from the state Safety. " FOR FRONT WARD INFO.. I o f California Division of Industrial 14. A licensed surveyor must complete FEMA elevation certificate . ' T t d b 'tt d t b 'Id' d t ins ector after the first Floor 9 O o , N. 0 CIO xo a . N., 517E L Al V} - LINE OF STOLE SITE WALL - an 5U ml e O UI Ing ep p "AI K_5sE LANDSGME' o A R 4 • s10 `rgT ® is poured or built. PLANTER M �- � b 15. City of Newport Beach Modification Permit # 4'754 L„VG4Pf (refer to sheet o-3.1 for more info) LAN05CAPe _ r:LWTRRZ ` _ r • - -_ I6. Prior to construction a preconstruction meeting VI be required. ---------------"--------- 4 Provide protection for adjacent buildings during excavation. 3 4 15. Stairs manufactured by Bradfield Stairs. Prior to fabrication EXISTS SEFER MANHOLE _ ?( -- ,•,AY,EW,ZFLACANSSS �oP`•'•"o„ I'. 4 C,' Q,( G ��R of stairs submit shop drawings to Newport Beach Building Dept. STABILITY To W PER CURRENT N - , - - for approval. Refer to foundation plan, grading plan, and strvctural CITY STANDARDS W/ 0" U I InEs DBF'r- - - RETA�w�r�-plans for further information. EE S6RADIliS 4 LA1m5GM°E 1 .«....�w .en.l .� t..', ;-•T a --a eL. -e..' -s.«. -•ir _ . ' - nl •� _ En U I`ETB P' st a ^. 7" £ - '� Y t.+x z ?i ✓ c i `— Q' z- x r - "3 t h--• - S 4 i- DPs 3th -C - h` tjEE -I-0: —ir.i -t� r4 - ` W-VI ANDr6RADIN6 ' 1 . - °.*.- $ p �' tt , x' I' , - '� , • PLANS BY TOAL ENb. W + _ t -+, >'Fr r .,, �� ! s' i r j- LL11 Iwo - z AI 4th FL _R,6ARAdEfPN' •'66D09 ;�„� ',,,�_ Qn 801 Glenneyre St- • Suite F • Laguna Beach • CA 92651 (949) 494-2122 FAX (949) 497-0270 r, ROfv05ED NEW '• .','; . , ' I ,S.iNG • i=AMILY. RI51DENG� �'_ �s $ � � _ September30, 1999 V FF,.. pU"AT LGWEs T {EYED4 _. Mc Peter Spataro ProjectNo: 70916-01 w - Report No: 9-3235 �1 ;r clo Brion S. Jeannette and Associates P -J ml , {, t LHE OF 9rd F140RiFF�54GD/ ' 'x -�.- �_ i 1' . f W �„ ti 1 r- , - �.'••"•�-�,, 'jy-� � U 470 Old Newport Boulevard p r—t _ Newport Beach, CA 92663 Subject: Geotechnical Review Plans Review DELL BELorI STEP, 3619 Ocean Boulevard In ' Corona del Mar California ExiS �\ w _fin9 Fence o Bldg. Line I DECK r, MEDAL I )-.- n s o ------------===----� �e ------ - - i U '` References: Attached Deck Line ---__-� _I__• _L pEGK STrLINGLINE _ _ - _ Dear 'Mr. Spataro; i rcAissawo BELOW DECK WER TO LANP50APE PLANS CAISSONS SEL. I N ¢ This letter presents conclusions of our review of the referenced foundation, grading, and 24'm-5EE STRUCTURAL FOR REAR YARD INFORMATION DECK-24•0i monument survey plans. The purpose of this review is to assure conformance with the -SEE STRUCTURAL I SEGO FLOOR DEGiC I Int j recommendations of our geotechnical report and compatibility with site geotechnical conditions. i M r� • I LOT' S i n _J The referenced plans are in general accordance with our recommendations and are considered I I TRACT 257 i z z _ geotechnically acceptable for their intended use. I I 1 ( i A C -• 1 o Please call this office if you have any questions. • i I Reviewed only for general sincerely, 1 QA I I 1 conformance with geotechnical AMichael report datedGEQFIRP;1 ,�/� NonDATE SIGNED B. Childs, C.E.G. 1664 Hannes H. Richter, P.E. • `! En ineerin Geologist Geotechnical Engineer, G.E. I I Registration Expires 3-31-00 Registration Expires 3-31-OQ - �OFCAUF° I I I c MBCdM:kaa mO C� LI WX "' • O m to'W Q ` �Z V. v . C � ca .� O I O Vl Date:• office check Revision:b-to-qq0 Revision BLD6. DEPT CORR. Revi5ion*.2i aa•.•� BLDG DEFT. CORR: Revision--lse:ga .Q CICKITAL COMM, Revision: p.8. JobNo:cIr-T-028`::, . . _ TE _.. GRE N GON VI 10 3 , �DI S _ "'- _ . (IB SITE PLAN GONT. ,, _ D1\1I9I0N 'I° GONER L REGZUIREMENTS::. (&A A0017, FRAMIN,& AND ROUGH HARDWARE CONTJ`: 4B'UNIT MASONRY - II I. l ,- - REPANGIES OGGIJR BETWEEN"THE DRAWIN65.AND . ,,''.; ,_ K MIX ' - ' -- - _SA CONCRETE •' SAG 16.."FLOOR SHEATHING SHALL BE 1 I/8 ,PLYWOOD TdG- . ,:, '..: 7 SPED FICAT ONS, THE DRAWINGS SHALL GOVERN' I.CONCRETE BLOGIC (CNN): tALGENERAL NOTES'• A:,- ` SCREW NAIL AND GLUE' TO FLOOR JOISTS:. '. I: THE MINIMUM ULTIMATE STRENGTH OF CONCRETE AT 28 DAYS'—. . 8. ALL WORK SHALL BE DONE IN A WORKMANLIKE MANNER AND BE . ALL' UNITS TYPE N, ASTM G-q0, Frt = 1500, P51, SOLID GROUTED II'-, ALL ALL COMMUNICATIONS FROM THE ARCHITECT AND :OWNER; AND ' i,'-, �':EDGE5.ANp BOUNDARIES.,...:....., ° IOD_OR *0 ®•b" O.G,',;, SHALL BE AS FOLLOWS: U.Ko., SAFE FOR ALL WORKMEN- r "' ..,,,: - , . , - . WHERE RETAINING.' STORE'UNIT5I NVER_GOVER AT JOB SITE:,' F's : 4000 P51 REFER TO GRADING PLAN FOR ADDITIONAL' INFORMATION THE BUILDING PERMIT_ SET SHALL BE'MAINTAINED IN'A SAFE PLACE " . , , . ,r.FJELD.............:.._. tOD';OR 160 ®6 .O.G... - ., . A. Sly BS ON GRADE.....„ _.......,...... q_ t_' GROUT ALL CELLS WITH STEEL UNLESS NOTED OTHERH15E. AT -THE JOB' 51TE. ° _ N5' (BY OTI IERS)': FOR _ , GLUED TO SUPPORTS WiTN EXTERIOR bRADE GWE _ a 2.. -CLAY"OR SHALE BRICK: B., FOUNDATIONS......:_........._....,.....-..; f s = 4000 P51 O.-tZEFER _TO STREET,INIPRONE Z - PLA 2. ..VERIFY ALL DIMENSIONS AND CONDITIONS ON JO$ 517E PRIOR•TO B. ; ALL. FLOOR,5HEET_5 5HALL BE`STA66ERED AND 8 O - 1 ASTM G-62-5$, G-216-66 AND G-652-70., : C_ 5TRUGTURAL •COLUMNS OR PILASTERS..., f s 4000 PSt ,'-' ADDITIONAL INFORMA O . , ' START OF ALL WORK OR PORTIONS OF THE WORK. , DIMENSION SHALL RUN PERPENDICULAR TO JOISTS _ ....... .','F's = 4000 PSI II. CONTRACTOR SHALL"REVIEW SOILS REPORT PRIOR TO BIDDING " f's = 4000 P51 AND ABIDE BY ALL RECOMMENDATIONS biVEN THEREIN. 'CONTACT 3; THE ARCHITECT ASSUMES NO'RESPONSIBILITY FOR GOMPLETENE55' I7:., ROOF'5HEATHIN6,(UNLESS NOTED OTHERWISE), 5HALL BE,5F8 , , : ' E. REN NG WALLS, BOTTOM STEM .......I..., - hCr.MASONRY= REINFORCEMENT OF PLANS FOR,BJD PURPOSES PRIOR TO ISSUANCE OF -THE-.,. TWIGK" PLYWOOD "GDX"' GROUP 1, INDEX 32lib (APPEARANCE : , - RETAINING WALL5, OTHER .,.......I .................. F's - 4000_. P51 S OFFICE FOR �OPY. " , AT A - - ':, , 4 . - G AISSON5 .: t::,.:...:_....... ., . ' , f's = .4000 P94 I2.,• � PAVING SHALL BE LAD O/ 3" MINIMUM CONCRETE. , 'BUILDING PERMIT. THE ONLY AGGEPT15LE PLANS- ARE THOSEAT GRADE AT EXPOSED CONDITIONS). BLOCK -OR PLY CLIPS, LL .. G •-•• - •` w ^ i s I.,- ,'REFFR'TO,SECTION 55.. - - Y41RE ALL J-60XE5 IN PLANTER AREAS TO 24 HOUR 'TDAY, WEEK, REFLECT THE M05T CURRENT BUILDING PERMIT , `, ' EDGES- ' 0 WORK SHALL COMPLY WITH CHAPTER Iq U.B.G. _ ARE 4• DISGREPANGIES, ERRORS, OMISSIONS, AMBIGUITIES, CONFLICTS, -'2.. CLAY OR SHALE BRICK: r . CONCRETE, 13. :A,-. s- NAILING, EDGES AND BOUNDARIES.:.....r > lop ® 6" O.C.;, ASTM,G-62-58;'G-216-bb AND G-652-70. CEMENT SHALL COMPLY WITH ASTM G-I50-12 3 G-5g5-72. " 'TIME GLOGK IN GARAGE OR MECHANICAL' A. SEE ELECTRICAL FIELD ................................... IOp ® 12," O.C..,' > ...•, ,• . ,. G6RE6ATE SHALL COMPLY WITH ASTM G=53- PE PLANS TO THE ALRGHITEGPTS AITTENTION BYD THEIGONTRAGTOR,BEB FO µT .,.........- .............-. ,. . 1 8. "` ALL ROOF SHEETS SHALL BE STAGGERED -AND 81-0" 4. FINE DrPLAN FOR LOCATION I R TO RAFTERS' OR.'- 67 d . G-332-66. USE TYPE 5 CEMENT FOR ALL GONG. i_N CONTACT 14.. `ALL EXPOSED_ CONCRETE SHALL HAVE A PER LA -, I _ DIMENSION 5HALL RUN PERPEND CULA WITH EARTH. - T HILL REQUIRE SEPARATE 5.._ WORKING D MEN5ON5`SHALL NOT BE SCALED FROM FINISH. U.NO.. :-JOISTS T ` / i� 15. '' SOLAR EQUIPNIf°N L 18. _ROOF SHEATHING AND VERTICAL -SHEAR PANELS TO BE ;' DI Y ISION I_IET �S 5;,. PROVIDE GYLIND�R TESTS FOR.STRUGTURAL CONCRETE OVER :. COp1TRa,GTOR 70 OBTAIN. DRAWINGS. LARGER SGALE.DETAfL DRAWINGS SHALL TAKE APPROVED BY tNSPEGTOR PRIOR.TO COVERING OR ROOFING.' 2500 PSI. IN ACCORDANCE WITH A5TM G-172,'GURRENT EDITION.': 16 CONTRACTOR SHALL PROVIDE A s PER IANIX-25, ALLOWANCE FOR .- , PRECEDENCE OVER SMALLER SCALE DRAWINGS. Iq.,,'.ALL"'MISCELLANEOUS METALS AND_NAIC5 EXPOSED TO WEATHER 5A STRUCTURAL STEEL CONTRACTORS 5HALL.MAINTAIN COPIES OF TEST REPORTS AT" - 5OFT50APE L.AN05CAPIN6, A sFm6A v9f,Am ALLOWANCE FOR , 6. ALL ASTM DESI6NATION5 SHALL 8E AMENDED TO CURRENT DATE. SHALL BE HOT PIPPED GALVANIZED UNLESS NOTED OTHERWISE. ' - JOB SITE, AVAILABLE FOR REVIEW AND INSPECTION BY LIGHTING OF LANDSCAPING AND PROVIDE'A $ PER LANDSCAPE T. STATE -AND FEDERAL LAWS: THESE DOCUMENTS, AND THE JOINT AND :20: ALL BOLTS THROUGH WOOD' SHALL BE MACHINE BOLTS. PROVIDE 1. ALL STRUCTURAL STEEL SHALL CONFORM TO A5TM A-56 AND BUILDING OFFICIAL, COPIES OF THE REPORTS'5HALL.5E PROVIDED ALLOWANCE. FOR IRRIGATION DEVICES. U.N.O. -SEVERAL PHASES OF CONSTRUCTION HEREBY CONTEMPLATED' ` STAl1pARD WASHERS UNDER ALL" NUTS.. 5EE STRUCTURAL DETAILS. SHALL 8E FABRICATED AND ERECTED IN ACCORDANCE WITH THE TO THE ARCHITECT AND THE BUILDING DEPARTMENT. 11, ,ALL PAVING SHALL BE PER LANDSCAPE PLANS , , ARE TO BE GOVERNED, AT ALL IMES, BY APPLICABLE ' 21: NAILS FOR.PCYWOOD SHALL BE,STANDARD PLYWOOD NAILS. AISG SPECIFICATION AND GODS. OF STANDARD PRACTICE ,AS ; : b. GONGRET TO BE MACHINE MIXED' WITH A MAXIMUM OF-7-I/2 18. CITY GRADING ENGINEER SHALL BE -CONTACTED AT LEA5T,48 PROVISIONS OF THE STATE, FEDERAL, AND'LOGAL LAWS. NAILS FOR METAL HANGERS,, FRAMING ANCHORS AND FASTENERS - AMENVEV,GALLONS OF WATER PER SACK OF CEMENT. , _ , - HOURS PRIOR TO START OF 6RADIN6 TO SCHEDULE A PRE- - - 8. WHERE ANY CONFLICT OCCURS BETWEEN THE REQUIREMENTS LE _' ',-SHALL BE THOSE MANUFACTURED SPECIFICALLY FOR THIS- ' - , ' •; 2. ALL STRUCTURAL' STEEL SHALL HAVE ONE SHOP GOAT OF 7. MORTAR MIX:' ONE PART PORTLAND CEMENT, 1/2 PART LIME - . -. , GRADING MEETING,:' _ FEDERAL, STATE AND LOCAL LAWS, GORES, ORDINANGES,,RULE5 PURPOSE. PROTECTIVE PRIMER BY THE STEEL FABRICATOR UNLESS PUTTY ASTM G-207;4q, THREE PARTS SAND ASTM C-144-70.� . 141.- 'ALL WATER SUPPLY LINES TO'THE HOUSE SHALL BE 1-1/2" , - AND- REGULATIONS, THE MOST STRINGENT SHALL GOVERN. 22. iiANGERS, CONNECTORS, ANCHORS, AND OTHER FRAMING OTHERWISE SPECIFIED. RE -PAINT FIELD GUTS. - 8. .GROUT MIX: ONE PART CEMENT, -THREE PARTS SAND ASTM 0-404-1, - DIAMETER MINIMUM. q. APPROVAL OF THE INSPECTOR DOES NOT ACKNOWLEDGE R TO FASTENERS SHALL BE A5 MANUFAGTURED'BY "SIMPSON", "HARLE ; 3. ' UNFINISHED'BOL'T5 SHALL BE AMERIGAN STANDARD BOLTS, ASTM 61. Y WITH CITY OR COUNTY COMPLIANCE TO •THE PLANS. QUESTIONS MUST BE REFER ED OR`APPROVED EQUAL OF THE SIZES AND TYPES INDICATED. A307 q: - PRIDR.TO PLACING CONCRETE, REINFORGING.57EEL AND 20-' _CONTRACTOR AND PLUMBER SHALL VERIF 4.. PROVIDE 3" MINIMUM CONCRETE COVER AROUND ALL STRUCTURAL ; ', EMBEDDED IT'EM5;SHALL BE WELL SECURED IN POSITION AS 5HOWN . REQUIREMENT TO UPGRADE WATER METER SIZE. THE DESIGN, ADEQU iNTERPJZETATION'AN ERECTIIFIGATION. 23.' TWO ZX FLOOR JOISTS SHALL BE NAILED WITH Ibd ®I6" O.G.: ' 21. : REVIEW WITH LOCAL JURISDICTION FOR REQUIREMENT OF NEW SEWER t0. THE DESIGN, ADEQUACY AND SAFETY OR ERECTION STAGGERED AND THREE OR MORE 2X FLOOR JOISTS SHALL'BE STEEL BELOW GRADE. ON THE DRAWINbS.e LATERAL AND/OR NEW WATER METER, INGWDE TH05E COSTS IN BRACING, SHORING, TEMPORARY SUPPORTS AND SCAFFOLDING 15 ,.• BOLT172 WITH I/2" DIAMETER MACHINE BOLTS ®24" O.G. 5. HIGH STRENGTH BOLTS SHALL 8E FRICTION TYPE AND CONFORM 10. ",NOPIPES OR SLEEVES SHALL BE PLACED IN GONGRETI=-UNLESS CONSTRUCTION BID. THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STAGGERED WITH A MINIMUM 3 BOLTS THROUGH JOISTS. TO ASTM A-325., SPECIFICALLY DETAILED. il^ CONTRACTOR SHALL CONSULT ALL ,REPRESENTATIVES OF GIN OR 24; `ALL WOOD- FRAMING; INCLUDING NAILING, SHALL COMPLY WITH -`, 6. ALL 5TRUGTURAL STEEL SHOP'DRAWIN65 SHALL BE SUBMITTED TO - - - 11., ALL, PIPES AND CONDUITS PASSING THROUGH CONCRETE FLOORS COUNTY GAS, WATER' POWER, AND PHONE COMPANIES, ' CHAPTER 23 U.B.G., EXCEPT WHERE MORE STRINGf-Nt THE ARCHITECT �AND:ENGINEER, FOR APPROVAL PRIOR TO SHALL BE ,SLEEVED WITH STANDARD STEEL PIPES N07 TO EXCEED i �/ CONCERNING AVAILABLE FACILITIES BEFORE 5TARTIN6 WORK OR , FABRICATION'' AND ERECTION. b" IN DIAMETER. NQ:'PIPE SHALL BE PLACED THROUGH TH>; FLOOR . - DIVISION 2 SITE WORK CONNECTING UTILITIES. f;MQJIREMENTS ARE HEREIN"INDICATED. I". ,ALL STEEL PIPI$,''5HALL COMPLY WITH ASTM A-53, GRADE B EXCEPT' AS DETAILED. ` - 12. THE IMPROVEMENTS SHALL BE INSURED BY THE OWNER AGAINST " 25.: FRAMING SHALL BE DONE IN A WORKMANLIKE MANNER BY SKILLED CRAFTSMEN. ALL NAILING -SHALL CONFORM TO .TABLE 23-1-0 SULPHUR CONTENT LESS'THAN OR EQUAL TO 0.05%. 12. MAINTAIN. " 2A GRADING ANIP EARTFfWORK . - L055 DURING THE,PRO&RE55 OF THE WORK. CONTRACTOR 5HALL U.B.G., UPDATED TO LATEST, APPROVED EDITION. " 8. ALL F,ND5'OF STEEL `COLUMN SHALL BE SQUARE GUT AND MILLED - A. CONCRETE 5LABS MINIMUM b ABOVE FINISH GRADE. - INFORM THE OWNER OF THE VALUE OF MATERIALS AS THE JOB 27. MULTI -JOIST- (2 OR MORE) OCCUR, SUPPORT EACH END WITH - _ 'UNLESS OTHERWISE DETAILED. - B. ' 5" MINIMUM OF CONCRETE BETWEEN WOOD AND EARTH - I. ALL GRADING AND EARTHWORK SHALL BE PERFORMED IN PROGRESSES. EQUIVALENT NUMBER OF 2X STUDS.: U.N.O. q. ROUND BAR STOGK'FOR ANCHOR BOLTS SHALL BE A5TM.A-306 FILL. COMPLIANCE WITH LOCAL GRADING CODES AND ORDINANCES. - 15. THE TERM CONTRACTOR AND 5UB-CONTRACTOR ARE USED : _ . CONTRACTOR SHALL VERIFY ALL`OPENO. ' ,THROUGHOUT GRADE 65. . . ' 13.= CONTROL JOINTS IN SLAB SHALL BE PROVIDED AT 20 FEET 5EE'50IL5 AND GEOLOGICAL REPORT FOR RECOMMENDED SOIL INTERCHANGEABLY THROUGHOUT THE PLANS. CONSTBllGT10N WITH THE HEATING, PLUMBING AND ELECTRICAL - MAXIMUM EACH WAY (400 SQ. FT. MAXI WITH APPROVED SEARING PRESSURE, FOUNDATION MATERIAL, SITE GRADING, 14. ALL SUB -CONTRACTORS ARE SUBJECT TO THE GENERAL NOTES. - StJB-CONTRACTORS FOR SIZE AND LOCATION. ,ANY CONFLICTS EXPANSIbN:JOiNTS A7 60 FT. MAX. AND GRADING PLAN FOR SPECIFIC GRADING AND EARTHWORK .. THE GENERAL GONTRAGTOR,IS TO SUBMIT.A LI57 OF SUB StiALL_BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE 5B' WELDING - 14:, ,WHEN CONCRETE OVER 2500 P51 15 USED, CYLINDER TESTING AND REQUIREMENT'S ' - CONTRACTORS FOR THE EXECUTION OF THE WORK. ' , =-;SHALL BE - .SPECIAL INSPECTION -BY DEPUTY INSPECTOR 15 REQUIRED PER 2 6RADIN6 CONTRACTOR TO EXAMINE 517E PRIOR TO BIDDING TO '15. SUS --CONTRACTORS SHALL AT ALL TIMES KEEP WORKMANS 2q. , PROVIDE ATTIC VENTILATION IN,ACGORVANGE WITH SECTION 1505 1. .ALL WELDIN6 SHALL BE ELECTRIC ARC WELD PROCESS U.B.G. CONFIRM THE ESTABLISHMENT QF FINISH GRADES AND DRAIN COMPENSATION INSURANCE IN FULL FORGE AND -EFFECT. HE SHALL, OF:THE 1).B.G, • . 'PERFORMED BY OPERATORS CERTIFIED IN ACCORDANCE''WITH THE 15. PROVIDE AN EXTRA 20'-O" LONG #4 BAR 3" FROM BOTTOM OF LINES AS SHOWN ON PLAN, ANY UNUSUAL OR CONFLICTING - ALSO KEEP A GOMPLETE'REGORD OF SOCIAL SECURITY TAX 3 . `PROVIDE RAISED FOUNDATION VENTILATION PER SECTION 2317.7 " .REQUIREMENTS OF THE AMERIGAN WELDING SOCIETY AND THE FOOTING TURNED UP THROUGH SILL PLATE, FOR LIFER GROUND A7 CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION t PAYMENTS MADE BY HIM, AND SUBMIT TO THE CONTRACTOR FULL' OF THE U.B.C. PREVAILING LOCAL BUILDING COPE FOR THE TYPE OF WELDING MAIN ELECTRICAL PANEL. OF THE ARCHITECT. EVIDENCE THAT SUCH PAYMENTS HAVE BEEN MADE AS REQUIRED. 31; -ALL EXPOSED FRAMING SHALL HAVE AN ARCHITECTURAL GRADE TO BE PERFORMED, AND A5 APPROVED BY THE GOVERNING 16, : ALL NEW CONCRET6,SLABS SHALL BE A MINIMUM OF 4" THICK WITH: g FILL AND FOUNDATION EXCAVATIONS SHALL BE INSPECTED BY lb. SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR THE Z I , APPEARANCE. TEXTURE SHALL BE: NA DEPARTMENT OF THE LOCAL OFFICE OF BUILDING AND SAFETY. 6" X 6 #10 X;>r10 W.WM.-AT MID -SLAB 6/2" SAND O/b MIL: AppRpyEp SOILS ENGINEER FIELD REPORT SHALL BE SUBMITTED' CORRECTNESS OF THE WORK. EACH SUB -CONTRACTOR 15 A. HAND HEWN.AND SANDED " 2. CONTINUOUS INSPECTION OF ALL STRUCTURAL WELDING BY A V15QUEEN OVER 2" SAND. U.N.O. (SEE FOUNDATION PLAN). TO THE CITY AND ARCHITECT PRIOR TO POUR OF CONCRETE- RESPONSIBLE FOR HIS OWN WORK UNTIL SAME HAS-BEEN B. HAN AND SANDED REGISTERED DEP CTIONILDIN6 INSPECTOR 15 REQUIRED, OR • H. CON5TRU071OWSHALL CONFORM TO CHAPTER 35 AND _ 4. SHOULD ANY L005E FILL, EXPANSIVE SOIL, GROUND HATER OR -COMPLETED AND ACCEPTED AND AL50 FOR HIS OWN MATERIALS: G. RESAWN PERFORMED IN A LICENSED FABRic ATING SHOP BY` CERTIFIED GHAP,TER -18.OF THE U-B.G. FOR, EXCAVATIONS,.EQUNpATION5 AND OTHER DANGEROUS CONDITIONS BE ENCOUNTERED DURING, THE SUB -CONTRACTOR SHALL KEEP 'ME PREM15E5 GLEAN OF RUBBISH V.SANDED WITH EASED EDGES WELDERS•' RETAINING WALLS.. EXCAVATION FOR NEW FOUNDATIONS, ALL WORK SHALL CEASE CAUSED BY HIS WORK. E. MANDED IT FEASTING 3. USE LOW HYDROGEN' WELDING RODS FOR WELDING TO 15. LOCATION OF HOLDOWNS AND,PA'•'S ARE APPROXIMATE ONLY. IT IMMEDIATELY -AND THE SOILS ENGINEER AND THE ARCHITECT SHALL- 17. ALL MATERIALS SHALL BE OF THE BEST QUALITY UNLE55 NOTED 32.- SHADED AREAS INDICATE FURRED CEILINGS WITH 2 X 8 C.J. AT REINFORCING STEEL: ' - •15 THE RESPONSIBILITY OF THE CONTRACTOR'S SUPERINTENDENT;, -, , - BE NOTIFIED, OTHERWISE. ALL INSTALLATIONS SHALL BE PERFORMED IN THE 1; lb"O.G. MAXIMUM REFER TO PLANS FOR FINISHED CEILING' 4. ALL FIELD'AND SHOP WELDS SHALL BE GROUND SMOOTH, PRIMED THE FRAMING CONTRACTOR AND'GONGRETE CONTRACTOR TO . 5• ALL BACKFILLING SHALL BE DONE ONLY WITH 01L MATERIAL BEST P0551BLE,MANNER BY .SKILLED LABOR. HEIGHT. - SEE NOTE NO. 33 FOR SPANS. AND PAINTED: LOCATE, THESE ANCHORS IN, THE EXACT LOCATION, • . AND COMPACTED, GLEAN PEA GRAVEL OR #50 5AND. 18. CONTRACTOR SHALL REPAIR OR REPLACE ALL DAMAGED FINISH',, 33, MAXIMUM CEILING JOIST SPANS, . ' ,lq.: ASSUMED 501L BEARING PRESSURE - SEE SOIL: REPORT; STRUCTURAL'- `- b:. ALL FILLING AND BACKFILLIN6 SHALL BE COMPACTED TO qO% OF MATERIAL AND/OR STRUCTURAL MEMBERS AS REQUIRED AND AS' ' ' 2 X 4 ®tb' O.G. = 10'-O" 5C- SHEET METAL AND MISCELLANEOUS METALS DE516N OF FOOTING AND,CAISSONS SEC OF RECOMMENDATIONS MAXIMUM DENSITY IN ACCORDANCE WITH ASTM TEST DE516NATION CONFIRMED BY THE BUILDING INSPECTOR AND ARCHITECT, ' 2.X.6'® Ib" O.G. = 14"-O" - - - _ 20.• ALL FOOTINGS SHALC5X7END,A MINIMUM'Oi' �4 INTO V-4551-70. FLOODING NOT. PERMITTED. le. THE ARCHITECT'S APPROVAL OF SHOP DRAWINGS SHALL NOT 34. '2 SYMBOL'( C. = 14"- FLOOR FRAMING. 5EE FRAMING LEGEND I• ALL SHEET METAL TO BE 26 GA. GALV. UNLESS OTHERWISE NOTED. COMPACTED OR UNDISTURBED SOIL: NATURAL GRADE): U.N.O: 7• ALL, AREAS TOREGEIVE CONCRETE SLAB, SHALL BE. THOROUGHLY . RELIEVE THE GENERAL CONTRACTORS OR 5UD-CONTRACTOR . FOR J0157 5IZE AND SPACING. . ,SHALL BE ETCHED, PRIMED AND PAINTED. REFER TO SPIES REPORT, AND MECHANICALLY COMPACTED TO MINIMUM DENSITY OF 40% FROM RESPONSIBILITY FOR DEVIATIONS FROM DRAWINGS OR : , - FO SYMBOL INDICATES ROOF FRAMING. SEE FRAMING LEGEND .FOR I2., INSTALL 26 GA. GALV, FLASH AND COUNTERFL.A5H AT ALLROOF 21. WHENEVER SULFATE.RESISTANCE 15'REQUIRED PER, SOILS REPORT, AND TESTED BYSOILS ENGINEER. SPECIFICATIONS UNLE55 HE HAS, IN WRITING, GALLED THE. JOIST`StZE AND SPACING. TO'VERTIGAL SURFACE CONDITIONS. CONCRETE MlX SHOULD BE IN ACCORDANCE' WITH - 6. CARE SHALL BE TAKEN NOT TO OVER EXGAVA7E FOUNDATIONS AT . ARCHITECTS ATTENTION TO SUCH H DEVIATION AT THE TIME OF 36. ALL SHEAR WALL PLYWOOD SHALL EXTEND FROM BOTTOM OF 3. INSTALL 26 &A, GALV., TIN SHINGLES ON VERTICAL WALL TO . U•BG• SECTION IcIO4_ , LOWER ELEVATIONS, PREVENT DISTURBING SOILS AROUND SUBMITTAL, AND THEY HAVE BEEN SUBSEQUENTLY APPROVED BY SILL PLATE �T/O� TOP PLATE OR ROOF PLATE, LINE, NIhIIGHEVER I5 - 5LOPIN6 ROOFS. BAKED ENAMEL COLOR TO MATCH ROOF, . 3B CONCRETE AND:MASONRY REINFORCEMENT - FOOTING AT HIGHER ELEVATIONS. THE AfZGHITEGT; NOR SHALL APPROVAL RELIEVE HIM FROM GREATER.:, T LID BLOCK AT ROOFINTS. 4. TUB ACCESS TO BE 26 GA. GALV. X'I2" X 14", PAINTED. TO MATCH q, APPROVED PROTECTIVE MEASURES ANp TEMPORARY DRAINAGE RESPONSIBILITY FOR ERRORS OF ANY SORT IN SHOP PRAY41N ' 37. - ` ® SYMBOL INDICATES BEAM OR JOIST CALCULATION NUMBER IN' ADJACENT FINISH. UN.O, . 5 ' " `',' PROVISIONS MUST BE U5EV TO PROTECT ADJOINING PROPERTIES 20. ALL BIDS MUST BE BASED STRICTLY ON MATERIALS SPECIFIED OR STRUCTURAL CALCULATIONS.,- 5.. WOOD BEAMS, OUTLOOKERS, PROJECTIONS, ETC., FROM L ALL REINFORCING SHALL BE: ' DURING THE GRADING PROJECT. SHORING AND EROSION ARCHITECT APPROVED EQUAL. SUBSTITUTIONS OF ANY OTHER USE SI TURAL LP HINGE AT'ALL SINGLE FLUSH :JOIST - EXTERIOR WALLS OR ROOF SURFACES SHALL BE PROPERLY -- A. A.S.T.M,'A_615-40 FOR BARS AND'5MALLER CONTROL DEVICES SHALL.BE' INCLUDED IN CONTRACTOR'S FEE. MATERIALS `WHICH THE CONTRACTOR CONSIDERS EQUIVALENT'IN 38.- �` F1 fHSHED WITH 26 GA SHEET METAL FLASHING, BI fTIJTHENE ' ' _B, ' A,S.7 A 615-60.FOR- #5 BAR5 AND' LARGER-.- .. GONNEGTIONS. FLASHING AND CAULKED, 10: THE SITE PREPARATION FOR THE CONSTRUCTION SHALL INCLUDE QUALITY MUST.$E'S0 STATED IN. HIS BID, ADDING _OR DEDUCTING 3q. USE-SIMPSON HU HAN6FJ'S AT ALL MULTIPLE FLUSH JOIST' , .2,' " WiRE MESH..SHALL CONFORM TO ASTM A-i89 AND BE LAPPED i-1/2 THE REMOVAL OF ALL.RUBBI5H, BROKEN CONCRETE, TREE AND AS THE CASE MAY BE. NO SUBSTITUTIONS WILL -SE ALLOWED, CONNECTIONS. 6. , METAL LADDER5 SHALL BE FABRICATED AND INSTALLED AS °' SPACES (01 MINA, WIRE 5IZES INDICATED ARE IN AGC.ORDANGE TREE TRUNKS AND ANY OTHER DEBRIS THAT WOULD BE EXCEPT AS APPROVED BY THE'ARCHITEGT. INDICATED AND IN COMPLIANCE WITH CURRENT STATE.OF -: HITH THE NEW METHOD, OF, DESIGNATING WIRE 5IZE AS PUBLISHED DETRIMENTAL TO THE FOUNDATION OF ANY STRUCTURE. 21. CHANGES REQUESTED BY A BUILDING, INSPECTOR, OR 'OTHER 40.; L1,"SYMBOL INDICATES ADDITIONAL SILL PLATE .NAILING` CALIFORNIA-REQUIREMENTS. PAINT TO MATCH 5UROUNDIN5 WALLS. IN THE 'WELDED WIRE FABRIC MANUAL OF STANDARD PRACTICE" , REQUIRED, REFER TO SILL PLATE NAILING SCHEDULE FOR.SPAGIN6 7, METAL STAIR; MANUFACTURER TO SUBMIT SHOP DRAWINGS AND BY THE "VUf2E REINFORCEMENT INSTITUTE MANUAL NOi MP -TOO. 1l• ALL EXCAVATION IN EXCESS OF. FIVE (5) FEET, SHALL BE MADE AT, GOVERNMENT OFFICIAL, TO PROV ANS OR THE BUILT E NATION.'. REQUIREMENTS. GALGUlA710N5 TO ARCHITECT AND, BUILDING DEPARTMENT FOR 3. USE LOW HYDROGEN-YVELDIN6 RODS FOR ALL WELDING OF A 2 HORIZONTAL'TO I VERTICAL' SLOPE OR AT THE MUST HAVE ARCHITECTS APPROVAL PRIOR TO IMPLEMENTATION. 4L;' "CONTRACTOR SHALL REVIEN! TYPIGAI.'DETAILS, 5HT, D-I •AND, RECOMMENDATION OF THE SOILS ENGINEER. 22. BIDDERS SHALL STATE IN THEIR PROPOSALS THE ESTIMATED ; , ` SHALL CONSTRUCT SAID DETAILS A5 SHOWN WHERE THEY APPLY. APPROVAL. REINFORCING: STEEL: . - I. -. 12. AFTER GRADING AND PRIOR TO PLACING BASE COURSE, TREAT NUMBER.OF CALENDAR DAYS REQUIRED TO GOMPCETE, THE WORK•' "42. HATCHED AREA INDICATES CALIFORNIA F TNO LEVELS OF' . - 4. .ALL RE1NI ORCIN6; ANCHOR BOLTS, AND INSETS SHALL BE PLACED ALL -AREAS BENEATH PAVING WITH WEED KILLER; "NOXWEED" #10, OF THE CONTRACT. ROOF%CEILING F `, / /� y���p 7ELOR 6ROUTIGN6MASONRYG PRIOR TO PLACING ONE"GALLON MIX TO FOUR GALLON OF WATER PER I00 5Q. FT. OF 23. THE CONTRACTOR SHALL SUBMIT HIS BID IN THE FOLLOWING MANNER: 43 ALL N THE A HITEGT 72 HOUR TO DI Y ISION 6 GRPEN 1 ICY- 5. FABRICATION, ERECTION AND PLACEMENT $f{ALL'GONFORM TO `FEE. INSURE PROTECTION AGAINST DAMAGE TO LIFE AND L' BA51G BID FRAMINb INSPECTION. 2 CONCRETE REINFORCING STEEL INSTITUTE MANUAL OF STANDARD PROPERTY. II:' REQUESTED,SUBSTITUTIONS AND BAGfC UPINFORMATION. 44. 'ALL' STAIRS SHALL RECEIVE A MINIMUM OF (3) 2 X 14 STRANGERS &A WOOD FRAMING AND ROUGH HARDWARE PRACTICE. 13. TERMITE NOTE - AFTER GON57RUGTION JS 9q% COMPLETED, PRIOR III. INCLUDE IN THE BASIC BID THE ALLOWANCES INDICATED IN' BELOW 2X TREADS. U.NA.' TO OWNERS MOVE IN, CONTRACTOR SHALL TENT THE BUILDING PLANS FOLLOWED BY THE LETTER "A". 45.' W E4M VI E (2) 2X TUDS AT D 6. EXCEPT WHERE GREATER DIMEN5iQN5 ARE tNDIGAT(-p, PROVIDE. FOR TERMITE PROTECTION, THIS SHALL BE PART OF THE INITIAL IV. THE ARCHITECT WILL Films PLANS, THE OWNER WILL PAY THE AND BELOW BEA J ) STUDS MIN M, ETC. L 'ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE- . -,THE FOLLOWING MININHJM CONCRETE COVERING FOR' ' BID - BUILDING DEPARTMENT FOR THE PLAN CHECK AND PERMIT 46. 'CONTRACTOR SHALL NOTIFY THE ARCHITECT AND THE WITH GRADING AND DRESSING RULE5.,N0. Ib OF THE` WEST COAST REINFORCEMENT STEEL: REFER TO_ ,U.B,G.' SECTION fg06 FOR . PPROXIMATELY LUMBER INSPECTION BUREAU, LATEST REVISION, OR kJESTERN OTHER CATEGORIES.- 14. EXCAVATIONS GREATER THAN 5 FEET DEEP: CONTRACTOR SHALL FEES. ,. E 5TRUCTUIRAL ENGINEER WHEN THE FRAMING 15 A WOOD STATES PRODUCT STANDARD P51-74. EACH PIECE SHALL GTION TOED AND ID S0%,COI IPLETE'AND AGAIN PRIOR, TO GALLING FOR FINAL A.. BELOW GRADE - UNFORMED ............:..... 3" CLEAR CONTACT ADJACENT NEIGHBOR IN WRITING AND NOTIFY.10 DAYS V POWER, WATER, SEWER; 6A5 ANp N HER GOOK 13Y.TION. BEAR STAMP PRODUCTS ASSOCIATION. WMBER-SHALL BEAR".-. _ -B- BELOW GRADE - FORMED .................:..... 2"'GL.EAR EXCAVATION. AGGO AN E WITH US.G. GE V L SHNLL BTOPROV PA FOR BY TH FRAMING INSPECTION. GRADE MARK OF AGENCY LISTED _$Y ICi30. G- FOOTING f30TTOM._s„ ........................... 3" LEAR , PRIOR TO IN RD G 5E 4 I. ,ALL ROOF SHEATHING SHALL' MATCH EXISTING WHEN APPLICABLE. 3301 NE GO TRIG 2. PLYWOOD SHALL BE GRADED IN ACCORDANCE WITH .AMERICAN . D. WALL PANELS -" EXPOSED DIRECTLY TO . -Gl ADD NAL JNF ION $ REGOMMENDATI 5 A55E55MEN N SEE GENERAL NOTES. PLYWOOD ASSOCIATION GRADING RULES. I, 15 REFER TO SOILS REPORT PREPAIRt27 BY 6FA FIRM VI. ALL OTHER EEE AND TS SHALL 8E PAID 8 THE EARTH OR WEATHER .......................:.......... ' ' 3/ EAR - FOR ITIO ORMAT . ABIDE Y ALL ONS CONTRACTOR. 48.'�, ALL FLOOR SHEATHING SHALL MATCH EXISTING WHfT1 APPLICABLE. 3. STRUCTURAL LUMBER AND PLYWOOD SHALL BE NEW DOUGLAS FIR " E. WALL PANELS ..:.....:................................... I-I/2" CLEAR CIFIED WHEN BID SETS VI ALL BIDS ARE DUE IN THE OFFICE OF THE ARCHITECT O SEE GENERAL NOTES FOR ADDITIONAL' INFORMATION., U.N.O. - (WESTGOAST) OF THEjGRADES AND SIZES INDICATED ON"THE 7. , ALL BARSSHALLBE CLEAN OF RUST, GREASE'OR OTHER 25 FOUNDATIONS DATE 5_ ARE PICKED . -- 4q ALL SHEAR WALL DESIGNATIONS ARE,FOR STRUCTURAL PURPOSES. ' FRAMING PLANS AND FRAMING.DETAfLS. PLYWOOD THICKNESS . .MATERIALS LIKELY TO -IMPAIR BOND. ALL BENDS SHALL BE MADE" - IT' SHALL BE THE FRAMERS RC5PON5IBILITY TO FURR OUT - SHA1 L gE AS INDICATED OR NEXT GREATER 1/69 INCREMENT. OLDL EXCAVATE TO REQUIRED DIMEN510N5 AND DEPTHS INDICATED, GUT SITE PLAN - - REMAINING, WALL TO AsSuRE' A FWSH FINISH. 4, WOOD _BEARING ON OR IN CONTACT WITH CONCRETE OR MASONRY g FOPBENDING AND SPLICING OF REINFORGIN6 STEEL, SEE •' SQUARE AND SMOOTH WITH LEVEL, FIRM BOTTOMS. EXCAVATIONS - „ . So. 'RECES5'TILE OR STONE FLOOR,AREAS, MIN: 1 2"•TO INSURE A . - ° SHALL BE PRESSURE TREATED DOUGLA5 FIR (WEST COAST) OR �°�3 - FLUSH FLOOR FINISH.: FOUNDATION GRADE REDWOOD. "REINFORC'iNb BAR BENDS AND SPLICING" DETAILS..,REINFORCIN6 CARRIED THROUGH GONTRAGTOR'S',ERROR TO GREATER DEPTH J ALL CONSTRUCTION SHALL CONFORM TO THE Ig47 UNIFORM;. NEC THAN REQUIRED SHALL BE FILLED WITH CONCRETE AT BUILDING GORE, BARS MARKED "GONT," SHALL BE SPLICED PER LAP SPLICE 1097 U.M.G., U.F.G., AND ,�- U.P.G. AS ` . 5. ALL STRUCTURAL LUMBER SHALL BE,DOUGLAS FIR'(WE5T COAST) - • ` DETAIL. GON7RAGT6R5 EXPENSE. 5EE FOUNDATION PLAN FOR SOIL © - ADOPTED AND AMENDED TO THIS DATE FOR THE APPLICABLE %B FINISH.GARPENTRY 1 `OF -THE FOLLOWIN6 GRADE: q. REINFORCING BARS SHALL BE LAPPED AND.5PLICED AS SHOWN ' - BEARIN6`VAWE AND SOIL REPORT REFERENCE. ` GOVERNING JURISDICTION. ....- ITI S F F TIO A. STUDDING AND PLATES ,.,,,,,, ...--,....:, NO. 2 WCDF 2 ; CARRY ALL FOUNDATIONS TO REQUIRED DEPTHS AND INTO ON THE DRAWINGS OR AS'APPROVEp IN WR NG Y THE 2. CONSTRUCTION SHALL CONFORM TO CHAPTER 33 OF 711E USG. _ B. 2 X HORIZONTAL' FRAMING MEMBERS (UNLESS .. COMPACTED'OR UNDISTURBED SOIL. RE _ER TO OUNDA N I INCLUDE ALL INTERIOR WOOD FINISH; DOORS, CABINET WORK AND - ARCHITECT, PROTECTION OF PEDESTRIANS DURING CONSTRUCTION AND/OR NOTED OTHERWISE...:-..-.-..-,.._,__. NO. 2 WGDF DETAILS AND SOILS REPORT.' ' , EXTERIOR FINISH WOODS AS'DETAILED:ON PLANS.' . - "" to., SILL BOLTING:: UNLESS' OTHERWISE NOTED. SEE FOUNDATION MOLITION- 1- G..-HORIZONTAL BEAMS, HEADERS AND OTHER , • ' 3: ALL EXCAVATING AND BACKFILLIN6 SHALL COMPLY WITH DE 2, ALL'HAN171ZAIL5 SHALL BE A5 DETAILED WITH HEIGHT PER , PLAN, • . 3 THE BUILDtNb SHALL CONFORM TO THE T TEE.24.5TATE ENERGY CHAPTER 5,'SEGTIDN SOq OF. THE U.S.G. ` _ 4 X:OR LARGER MEMBERS,.........• .................:. NO: 1 CHAPTERS IS AND REG EN BY THE SAIL WGpF 33 .U.B.G 'AND,AS OMM DED 3 A. INTERIOR NONBEARING WALLS,,, APPROVED SHOT PINS WITH CODES. Sr- ATTACHED CALCULATIONS. 6. ..BLACK ALL FLOOR JOISTS -MINIMUM QI'-0" O.GF,AND,-AT ALL f�EPORT. ''`3.;`ALL CABINETRY SHALL,BE WOODWORK_ ,INSTITUTE OF CADMIUM WASHERS AT 32 O.G. MAXIMUM, 1/4" DIAMETER X 3". 5 LL 4. . CONTRACTOR SHALL OBTAIN A SEPARATE PERMIT FOR ALL. RNI U.N.O. BEARING POINTS. 4 RETAINING WALLS WHIGHTARE DPIN6 GONSTRUIGTDION- wL 5HA %' GALIFO A LOB GARDEN WALLS, RETAINING WALLS, FENCES, POOL AND/OR SPAS II 7. _MAXIMUM LATERALLY UNSUPPORTED STUD -HEIGHTS FOR 2 X 4,'S B. . .INTERIOR BEARING. APPROVED SHOT, PINS WITH CADMIUM BE BAGKFILLED PR OR O BU L AND THEIR EQUIPMENT AS REQUIRED $Y LOCAL CITY AND/OR. 4,, I'SEEINTERIORS FOR Al:biT10NAL INFORMATION.. - • .. AND-2 X"6 SHALL BE 10'.O" MAXIMUM STUD HEIGHTS FOR 2 X 65 .. . - - S. #'ARTICLE BOARD SHALL NOS BE USED, N ANY PART,OF',THE BE 10'-O": STUDS HIGHER `THAN" 10'-O" SHALL BE, ONLY AS WASHERS AT 2'-O" O.G. MAXIMUM, I/4" DIAMETER X 3",LONG. 5., BAGKFILL BEHIND A RETAINING WALL SHALL NOT BE PLACED UNTIL COUNTY AGENCIES. SHALL RAMSET 3350 UNLESS OTHERWISE NOTED. THE CONCRETE OR MA50NRY OBTAINS ITS vE516NED STf N6TH 5. "FIELD INSPECTORS SHALL REVIFJN AND, APPROVE FUTURE UNDER - CABINETRY:,; ,. NOTED ON FRAMING PLAN. ' . ANT DE CABINETRY SHALL 5E:MADE FROM "MEDITE II" OR ON6. ANGH 6. ; . P I 6RA g, . WALL FRAMING SHALT: BE 2 X b' STUDS AT J6" O.G. PROVIDE G EXTERIOR WALLS:: I/2" DIAMETER X 10� L OR f30tT5 ' OR 15 PROPERLY SNORED. 501LS SHALL BE PLACED AND GROUND UTILITY RF-QtJJREMEN75 PRIOR 'TO CONCRETE PLACEMENT -- "NIEDEX"'•MATERIAL OR EQUAL NON-TOXIG.MATERIAL WITH MELAMINE' _ DOUBLE 2'X 6 TOP PLATE YYITH MINIt11JM 48" LAP SPLICE, UNLESS EMBEDDED (BEDDED INTO CONCRETE, 7" MINIMUM AT 6 -O O.G, COMPACTED TO A MiNIMUM,OF q0% OF_ MAXIMUM DENSITY IN A5 REQUIRED BY LOCAL CITY AND/OR COUNTY AGENCIES _ MAXIMUM, AND 12",FROM CORNERS AND SPLICES. EOUAL�LIFTS. 'USE L16HTWEIGHT TAMPERS TO COMPACT THE SOIL; FINISH::AS'APPRoVED By ARCHITL°4T ; - OTHERWISE NOTED.' T R OF BEHIND.ALL.RETAININ6 WALL$ AGAINST HABIT BEE' '_ ' - ' BEHIND WALLS 11NLE55 SOLES REPORT STATES OTHERWISE. 6, CONTRACTOR SHALL' BE RESPONSIBLE FOR TEMPORARY ; _ ,. +'' .?. I N EXCAVATIONS" THOD.fAS P05510LE,: - q. PROVIDE 1'7{ 6:LET-1N BRAGES,'REFER'_ FRAMING PLAN F.OR , I WA E PRO FAGILITIE5•,EREG7 AND MAINTAIN;.FOR THE ;, A A{ A5 yyfTH "MIRADRAIN" IIRAINA6E'MAT OVER "BiTJTHENE b. 'ALL WATER SHALL BE REMOVED FROM FOUNDATIO , CONSTRUCTION ANP, A4 AS EXPEVITIOU5'A ME . `- ,' A `,- ` . ` .EREGTION.PURPOSE5 AT EACH 25,LNEAR FEET OF EXTERIOR AALL yyA {jpROOF MEMBRANE: INSTALL 4" DIA. FRENCH, DRAIN. PRIOR TO PLACING, OF CONCRETE. CARE SHALL BE TAKEN SO A5 .",- ''. AT EACH AND'AT'ALL.MAIN.GROSS STUD, PARTITIONS LET- RAI A MINIMUM OF 2". BELOW FINISH SLAB. NOT TO DRY OIJT UNDERLYING,NATURAL SOILS. THE FOLLOWlx6. S ` IN BRAGE.SHALL GR055 A MINIMUM,OF. FOUR Tl1D BRACES AND LOCATE TOP OF D N A INSTALL TEMPORARY TOILE7'FAGILITIES ON SITE. - DRAIN PIPE INSTALLED •W! HOLES. UP. ,' "" 7. '' FOUNDATIONS SHALL NOT 8E POURED UNTIL EXCAVATIONS ARE -0• PROVIDE TEMPORARY.ELECTRtC1TY AND WATER,FOR',THE RUN FROMtOP PLATE T051LL PLATE. INSPECTED AND APPROVED BY. THE BUILDING,OFFIGIAL AND •SOILS XP 55 PURPOSE OF THE GONSTRUG710fI'AND AT -THE ,� E RE - PRIOR TOM S.,- "' TIFI D 72 HOURS `' " O. PROVIIIE.MULT. STUD -BEARING (M5B);AT EACH END OF BEA TI N EN6INEER,.ARGHITEGT:SHALLBE: NO E F - GO TRACTOR:` -. - ,:; - { 3G PRECAST WALL ;PANEL EREC O „ EXPENSE o THE N u.x o.. w CONCRETE FOUR. , I. G.. PROVIDE FOR GENERAL PURPOSE FIELp.GOORDJNATION'' -: TH PON IBILITY OF THE -- " . ' ` 1. . ,,, - ' 11, ' PROVIDE-FIRE�BLOGKfNG AT ALL AND CEILING LEVELS 8, SOILS INSPLGTIONS,SHALL BEE RE5 5 TELEPHONE AND FAX MACHINE AT THE SITE. i7,-SHALL. BE THE .SOLE RESPONSIBiL` ITY.O - THE GENERAL: 5EE sTf2UGTUR. L NGixEElis Dfi4►^tINGs ,' , - , - - . , ,, AND STUD 5PACF-5 OVER TEN FEET AND AS OTHERWISE REQUIRED NTRAGTOR AND FEES FOR SUCH SHALL BE PAID B . pTHE' - GO ONE, G: TRIG OR. DURING. COURSECONSTRUCTION' TO - BY uisC, CHAPTER i; SECTION Toe"' ;. DIVISI.ON-, 4-,MASONRY. `: CONTRACTOR. o>� , . T - '"12, . ALL G11}E. tAM BEAM5 SHALL. BE TYPE _ 24F V4 q.: > 5EE D I VISION 2A' NOTE 15. , RIA A S F` ILDING. M TE L I TRIEUTION O BU f21FY-UNIFORNt D S . A ATE,B 'OGKJNG FOR ALL STAIRWAY HANDRAILS T F R T SITE AND/OR GRADING PI A :.. = -' . 13, PROVIDE- D>=QU L � . '4A MORTAR AND 6ROU - lo... RE E O N5 FOR ADDITIOhJAI. ,. South Coast'District, OYfies E TO PREVENT; 1 AND PROVIDE ALi.:NEGE55ARY,BLOCKIN6, BACKING'"AND.FRAMING, , ' , . , " • T SIDEWALKS, STEPS, BLOCK WALLS,.. ABOVE FRAMED �LOORS..ANDIOR ROO .5 - GONGII WORK, A " _ - _' T FIXTURES BATH OM''AGGE550RIF5 - ? A (GABLE .REQUIREMENTS -IN U.B.C: PAN ETC. "' > . >:' , , : ,, .REQUIRED,FOR L16W RO t, ..6ROUT--SHALL CONFORM 0, PPL L TERS, dIPPROVED D FLEGTIONS' OF FRAMtN6.MEMBERS lPM r. rc. RIA 5. • ANICAL QU N E T MATE r E .: .. ELEGTRIGAL'.AND M GH E E SECTION 2105 FOR GEMEN lTtOIJS. 1 Pv_,mit',No. _' - _ - . 14: PROVIDE DOUBLE-JOI, 'S5 UNDER ALL, PARALLEL BEARING; WALLS, 16H LIFT TING SHALL BE PER U.B'.C. TE5TED,:IN5PEGTED • - ... ' I NG UNDER ALL PERPENDICULAR • 2 N D FWIDITY,'' ,. - ;, , , , OR 50LIP DOUBLE BLOCK AND 'APPL A�}�NIIXTURE5 FOR I CREASE u S T .. BEARING WALLS. , . RTAR: SHALL GONFORM,TO,APPLIGAB[Jr REQUIREMENTS IN -,, ` 3 MO E EXTERIOR GRADE. ", -, , , l5• ALL PL WOOD SHALL $ X --. U.B.G. SECTION 2103 FOR GEMENTITIOUS,MATERIALS. , I. ,;,:x` _ .. •_ - - RW NO' g. I N U5 UNLESS NOT ED OTHE ISE w TR 55 D 5 6 ED 4 -ONE HALF S E E 3 ' �%-- „. , .: .. TI INSPEGTtO RECh11RED UNLESS NOTED OTHERWISE ON - GON NUOUS N 6O p ,PAN . L S . ,. T P R5 OVER 4 FEET A U OU 1(2E FOR LL 6R0 S• GLEANOUTS`A1. REQU D .mot , a 4 _ - .:{ - - .. IN H I HT. , E6 - _ _ a ;, . a '!y , , I - - ,;,­, , , , _­ - � � � . ., I I " � I - , , ,�l � " . . .1 I - - .", , I I _� I - � � I I , ��: - , . , �� " " , #, , ,, " , � , I— ,� ,� , '. . . - I - .1 . :,., , 1, 11 - .1. �� . I � , . - I . I . 4 I I . - . 1, I % ­ I - .. I . � . � � � I � I . , . � - - I I I I . - I - " I , 1) � � i , I I � I � � I I � . 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I - I , . . I I . . I I . . I I I I � . '. 11 - I � _: I I I I I I I - I � , I : - -1, ,� ., . i, , : I 1,4 , � I I , , - . . , - , . ­1 , . . . I . . . I'- -, .. , � , � � , : -;, , - I . I I . : �� " : � . . I I � -, I I _1 . ,� �,', "''I I - I I I � . � 1. , �­_­�'; . '. I 11 - , � I % I � . I I,- ­J'��' I . 1. 1.�, I '' �,�,��,�,�.!'11. ,,�,' 11 �l :" ", ".."', .�, - '�:, f "I . , j � ,., :� -,. '�RIC ' ' , , '� I .1 I I , __ - ' � 65A ' , ,. I I . � � , , : � . I 1. - . - I " I 11 I � ,� , . - t I . . , , , I I I I �l I - I . . - . �l , � I '- �, , ­ ­ � � _­ I ;; � , � ' I ' - ' � '. * " I . . I I . � I . , I . . � � - .� � - I -, - . I � . I - . 11 ., � ., � . . � I - 4,:: I . . - . �, I I . , : , �_ I . I I . - I I I � I " . -_ , I . . � - - , � I , � IJ � � " .* . , , . � .. � . � I I : I z - -7F. 51,11LOINC7 INsuLATioN­ ' ' �� ; ! ; I , - 1� � -- = I �� . . - �'- ' I - � 'PROTECTION' ON ml:�MOISTIURL I 1:0/191 . I -LEC' ,AL!66NT):: . -1 , , - � , I I � I . ,:" - (16A r I i,�� , . - . " �� , , �!. , I. , , , 1. 11 I : " . , , _ � �, .1 � , � . .1 .� :,� , - I ,. _ , � , I - . I � � � 71 :-'', _' - I - . � , - I . -, � PLUMBING WNT) I ; � , � I 1: I � ­ " I I I � I I I I I - . �' CIC TILE',HORK -,. - I I 1 - - 11 �.., , I I I 1. , I - 1 � . .:, , -� . � -;_ , - �.l :,-. -1 I ­ �,_: 1A -1 -- � , I , - I � I � ,,' I I . � .- � � I I I .1 I I . - �, I I I I I I .. ­�. I I . .1 , , - . I - , 1. I . - ­ .000f I I , 1, -, , , I - - . . ''.0-, �­ . ANt7 IN=tdLATION -, 1; j,"'I., r _.,, � . , , . . . I � . I , . � - " , , � _.- ­ . , I . - 1, l_-l": .15.- Smoli�5 DETECTORS SHALL BE INHERE SHONN ON, ELECTRICAL I � I , . . I � F I .: 15. - . � I I , ALL H05E BIBS SHALL 5E'R%ESSEV; AS MAWFAr,TVREV BY' : � ' .. . . - � . . � � I � , I - . I : - � - � � , - �l � - , I I I . I � ­ 11 - .. . I I - I . : MATERIALS. I .., .� �l I . I ­ I I I - I - . '- - PR - - 'T RIGID BATT ORINFILL INSULATION. AT ALL � I 1. ,�: .OVIVE R _ .": I . ,, I � I , , � ; '' I I _� I ��­�' " I 1, 1, � , � , . '. � , _. - _. I . � . I . . � . ,*,�� : , �l �� � - PLANS, -AND HARD HREv INTO �,EcpmTy 5Y5TE I " I -11 . .. . - m5. � , ... I , , ­�-� I - I - 1, : , , � - *ACORN ENGINEERIN(S" #8105-i PROVIDE COVER PLATE-PAINTEP " ". I- - . I . I I ' I- - ' � A:, &RbUT; PORTLAND, CEMENT A9TM 0715, TYPE 1; SAND A5TM . ' .., � I � ­ I , I ,EXPOSED MASONP I I .Y OR CONCRETE HALLS - - "I. I, - - .1 ,, , I 1-1, � I - I I �'�,�-�'-- , " " , I - I r I . 1� I . I I . I .. ' '"' . � ALI I . . ,,.': . � . �.� 14. ---'ALUMINUM HIP9!SHAI_L NOT BE USED IN ELECTRICAL HIRING. . � . 11 ,�' I . I 1. - . - " � ' TO MATCH EXTERIOR MATERIAL. SEE -PLAN FOP. (RH5) SYMBOL. - .1 � 'sEE . . ; I'' � I 0. 144, 1 1 - . - LIME ASTM 0-201., TYPE V., 1, . I fl I �_ 2, INSULATION IN5TALLER SHALL PROVIDE APPROVED FORM' I I AN - I I . I . I . -sHEmt meT I I 1A ROOFIN& AND . , - I I lll�� . 11 � . . 1, j I., ;�­ -1 . C4:�MPUT 5 M LOCATIONS C-i SHALL HAVE A vEvicATEP PHONE- LINE � I I : 11 - �, :,' 16. I - A s go SPECS ALLOHANCE FOR A, REVER5E OSMOSIS HATER : � - . - . 5, 'E: cERAmir, TILE, COLOR AND E117F TIL GLAZED OR UNGLAZED . N MANIJAL) FI L AND SIGNED B'Y'BOTH 1. -Des* LLZ OUT AND 5151 - - .-�. (FtGL5zI!l3 , I -1 1. � I ,L " " I . - I I ''I . I L -1 �i . � C I , , I � I I - I _ � ;�, I AND -A DUPLEX RECEPTACLE AT TH15 LOCATION.' � I ' I I I ,_ . � I PURIFICATION SYSTEM SHALL; BEALLOCATED. ALLOHANCE 15 PER � . , 11 I I 11 I I TO BE SELECTED BY ARCHITECT' AND OHNER. - , � I 5PE6T4 � ALLER AND E DER F 5UfLDI I 5PECTO_5�_�. Lol�j I _UC ' =)VIDER-12_1145 . I I � I , �. - � I I � ,, �.:�� � - . I I I I , - * I � �. I � I I � , , '' -_ . . �,' � , � I -,' :�.-, 1, I(b.`--,r,ONTRA.r,TOR SHALL VERIFY THE EXACT LOCATION OF ALL FLOOR I . I . I I . � EACH LOCATION. LOCATE AT KITCHEN SINK ANv, IN OTHER - 1. 1. 2. REFER TO 5ECTION.lE FOR ViATERF,RQOFING. - � . 6BUf: AT A <ET AT A ER HEATE AND ,N< - - �. ��TIO,61_AN . A , � 1. I -1 I I 1. 16 Oz COPPER. - -_ I ,FLASHINrv;, .1 _.. IN, ;�r ,,,� , , I d OUTLETS HITH CANER PSUOR TO INSTALLATION. LOCATION � I � �. " 11- I I , : . I LOCATIONS AS NOTED IN PLANS, HITH SEPARATE SpI&OT. _j;ZUN ,_ _- I I - - . � 1 3. FLOOR TILES TO BE SET IN 514" THICK MORTAR'BED OVER - I QUI , , 'STORAGE EQUI ENT. - � ; "I I I � 5OLA5_ I . GUTTERS, DOANSPOUT5 ANV,THE LIKE, SHALL BE AS INDICATED. , I I '. ' . ' '4NDICATEV ON PLANS 15 APPROXIMATE ONLY. � :�I_l �� , , .1 I L _1,7. - . H COFFEE MAKER, REFRIGERATORS AND � I . ' - FLYHOOD SHEATHING, ANI:P'USE AIRE FABRIC IN MORTAR BEV. I - 4. ALL NEIN EXTERIOR HALLS sHALL RECEIVE BATTEN INSULATION TO -ic, SIZES FOR 49UTTERS OR, DOHNSPOUTS, THE ABSENCE OF spEcir I . I 1-1 , 11. " REFER TO'51TE PLAN5/LANVSC-APE PLANS FOR .1. .,�:, - ADDITIONAL , , .1'f I - I . � � I ICEMA<ER5 INHERE THE'f'OCCVR. �:' , I _ . __ I � 4. 'EXTERIOR TILES AT VECK5 OVER SITUTHENE SHEETS . . I -, -FULL HEI&HT.'R-204 IN 2 X 6 STLb HALLS AND, R-13 IN 2 X 4 STUD t . GE , OR BOTH, pROVIpF'SIZES REQUIRED FOR ADEQUATE PRAINA I � I . �!,; - ; .. � I . I . " , � LIGHTING AND PONER REQUIREMENTS. 11 � __', I r I ­ � I 17.' PROVIDE 5OFTKATER'TO COMPLETE HOUSE; HOT AND COLD , I : . . - 5. T ILE TO BE APPLIED IN ACCORDANCE NITH CHAPTER, 14:UB.C. AND � 2 - HALLS. - � . - .. 11 AND IN COMPLIANCE HiTH LOCAL CODE OR BUILDING OFFICIAL. ,� _� I ,� - .TMENTS, I . .., 15, MECHANICAL VENTILATION FOR .TOILET COMPAR I � - I ­" HATER SYSTEMS. INSTALL 5YPA95 VALVE TO SOFTEN'HOT HATER ,, � . I 11 :FPCI: l4XjI I ALL ROOFS SHALL RECEIVE R -50 BATTEN INSULAT10N -HHEN 2, ELECTRICAL CONDUITS, PLUM5IN&'v 'ENTS., HEATING,. VENTILATING 11 .1 . . r BATHROOMS AND LAUNDRY ROOMS SHALL- BE CAPABL = OF, � __ _ 4 1�_l . � r -OF ' 1 ' ONLY. LOCATE HATER SOFTENER TANKS AS, SHONN 09 PLANS. � I � .. .5. .� ;;��_ �� � :1 E. SH L BE 5LI RESISTANT ATTIC CONDITION, INSULATION SHALL BE LOCATED V41THIN ATTIC 6. TILE ON THE FLOOR F 5 AN�! : '��R TIJv � �L - I � I AND AIR CONDITIONING VENT5. DUCTS, PIPES AND OTHER ITEMS - - _ �_l ­_ I . PROVJVIN& (5) AIR CHANGES'PER HOUR, CHAPTER 12 THE v5z,. � - ., . I 15. PLUMB HOSE B1559 AND IRRIGATION SYSTEM FROM HARD HATER . I 11 I �. . _. -, _, -1 . - I '''' I _/ � � ��EO�� FINI 2 IYE IVE FIN15H I SPACE CLOSEST TO HABITABLE ROOMS. . - I I '. PENETIR F, SHALL: BE FLASHED AS - �ATIN6 OR PASSING THROUGH ROO � ' r - . - I � , , I I �-, fq� D.A. = INDICATES DOOR ACTIVATED LIGHT. I I I � - I I I , SIDE OF SY5TEM� , I I I �. .1 I AB ­ I I I I & I L� I .1 ­1 I ro, - ALL RA15ED HOOD FLOORS SHALL RECEIVE R-50 BATTEN � - � ,OOFINJS I REQUIRED BY LOCAL C,01;,E' AND IN ACCORDANCE NTH, P I - " , ,� r. 'D , , L'. � , . _ - DIMMER OR APPROVED EGUAL.A2 � _ = INVICATES.bLUTRON" SLIDE - INSTANT HOT - r PROVIDE NltH SPIGOT AT KITCHEN SINK, - , . .. � . � . 1 I I . . ' I 11 ''I - � . I i, .1. 'S SPECIFICATIONS AND RECOMMENDED FLASHING MANUFACTURER - ; ',-, � :% I I �,, : r -": :20 -L ELECTRICAL - . PROVIDE A 244 MINIMUM SEPARATION BETNEEN AL ­ � , . I ., - � ONLY. . � I 41P fzAINTIN& AND FINISH1146 " . "I . _ I I '.. � . R.PROOF INSTALLATION. - ' E A HEATHE I "I., � ­ 1. ,�,- I , , ". ­ �,­._ HIRING AND TELEPHONE, CABLE, T.V., INTERCOM, SECURITY AND . ALL HATER HEATERS SHALL SIT IN "6MITTY" PANS HITH I!o� O.D. � - � . � � I—., I '' I , � . . I r I . � - - I COLOR. � . ' : � r � I ,� 1, -'- - I SOUND SYSTEM HIRING. - , I I I - �L . 1. . I I - !. I . "' , (31. f=.V.r,. PRAINLiNE TO OUT5112E PER U.P4,., AND SHALL REST UPON Z . I . I . 1. - PAIN7,ALL EXTERIOR HALLS, STEEL VOOR5,,ROOF VENTILATORS, , I � ECIFICATION5 ; D IN TH '. _��­ 2U, SEE SCHEDULES SHEET FOR LI&HTIN&SCHEVULE, SYM50L LEGEND, � - AN 15" HIGH PLATFORM, Y41TH SEISMIC TIES TO HALL PER DETAIL 3ID3. SHEET METAL HORK, LADDERS, AND OTHER EXPOSED MATERIALS � I I . .�_.. " . '' ANV LIGHTIN65 INFORMATION. -; �, - I - I I - I . I PROVIDE FLOOR DRAIN AT KA5HER AND DRYER LOCATION 2" , EXCEPT,PREFIN15HED ITEMS SUCH AS ALUMINUM 5TOREF7ZONT� _ , ALL B 1�11. , �' � � I ­ . 1 22., PROVIDE OUTLET BOX BY 'SPECIALT*y"FROVUCTS" MODEL� I I I I � I . DIAMETER MINIMUM Y41TH SELF PRIMING TRAP. U.N.O. I . 1 I 2� EXTERIORCOLORS-AND STAIN SHALL BE AS5ELECTEP BY ' - - ­ 1. - OFINry SHALL __ I �, . . �': WAMOD-E02 AT ALL HA5HER AND DRYER LOCATIONS., � ' .1 . - . , . . 22. � . � PROVIDE FULL FIRE SPRINKLER SYSTEM PER LOCAL FIRE ,, � I I . � I ' I 11 . lj, �. ARCHITECT OR OMER. ­ � � I I .- I , 0 APPLICATION - ­�,' . 25. ' PREHIRE HOUSE FOR CABLE T.V. IN ALL BEDROOMS, FAMILY _� . � ORDINANCES U51146 RECE55W HEADS. AS NOTED ON PLANS. - 5. INTERIOR COLORS AND FIN15HE915HALL BE AS SELECTED By - ; . . I AITHIN THE BUILDING P41TH MEDIUM DENSITY CARPET - I ........ . COMPLY Y41TH SECTION 150-7 U-5.0. : ' �, .1 � . . . .,� �, , 1. - ROOM, KITCHEN, AND THEATRE, u.N.o.- I I - , I ... I � . I � �.. I I 11 . . . -- . � . - I I I I I � ONNER. � � I I HIRE TIES) OR FILL FULL JOIST OR STUD BAY HITH URETHENE F AMA 1 ", SHALL BE IN ACCORDANCE AITH 5PECIFICATION EQUIVALENT TO � I �� . , , � I . ,. 11 - , , 1 24. PRENIPE HOUSE FOR A 16 PAIR PHONE LINE SYSTEM. .. - � I . - . - � . � . � I - , - �_ I , 4. THE PAINTING ae-CONTRA&OR SHALL APPROVE THE CONDITION � . � I � :2 � t I cONGLA5 NO-34. . E �, I . �: ''. . 25. ALL DUPLEX OUTLETS, TV.CA5LE JACKS AND TELEPHONE: JACKS , � 1 155 HEATINIC7, VENTILATIN6, AND AIR CONDITIONS , OF ALL SURFACES BEFORE COMMENCING THE HOR<. AFTER 16 SKYLICSHT5 I I I T M D BE EN YERS ACCORD I � �-��Fr&�N.'��� I ­ I � 1-1. � I � , SHALL BE "LumEA 2u BY LUTRON. COLOR SHALL BE HHITE. U.N.O. . I . ­ I I . I I - � . APPROVAL OF,SLIRFACE5, THE PAINTING 5LIE,­CONTRACTOR SHALL 11. � � , I . MANU40 ' I , , '' � ­ 11, 2ro. ALL HEAT-LI&FIT-VENTS SHALL BE PROV112EP HITH.THE NUTONE I I � I - I . I - . � I I . 00 ANY PATCHING (FILLING AND SANDING AS REQUIRED)." ALL NEA . �, 1. INSTALL PER MANUFACTURERS RECOMMENVATION5. � - I . . - - . �� - AREAS 5. APPLY ON ALL FLAT ROOF - : . . I . � I HS--qO 5HITCH PLATE. , ' ' - . .1� , I , , . 1. HVAC SYSTEMS SHALL CONFORM TO ALL APPLICABLE 5ECTION5, � SURFACES SHALL BE 5EALEb AITH STAIN CONTROLLER. 11 '' I � 2. KATERPROOF TO INSURE A HATER TIGHT CONDITION, I - 6. ALL SLOPING ROOF MATERIALS SHALL BE,5EE EXTER112R ELEYATION5 -1 ..­ . - Na 7. ALL LANDSCAPE LI&HTI AND J-15OXE5 SHALL BE HIRED TO TIME UB.C., U.M.C., UNIFORM FIRE CODE, STATE TITLE 24 1 5. ALL ROUGH SURFACES TO RECEIVE 5TAINSHALL NOT BE PRIMED. �11 . 3. HATER TEST ENTIRE SKYLIGHT AS 50ON AFTER IN5TAL.LATION.- . I -T). INSTALL PER MANUFACTURER'S . ,. - (COLOR By ARCHITIEf, . I �'. ,2' 1 "", . '' CLOCK IN GARAGE OR MECHANICAL AREA. SEE PLAN FOR I � � . LOCAL CODES AND ORDINANCES. I . REQUIREMENTS AND ALL . -T . (b. ALL SURFACES TO RECEIVE THREE -COATS PAINT MINIMUM. . �L I I I I . I . RECOMMENDATIONS. . . - � �l - PL6Nr - U.N.6. 1. I � I I � I . � . LOCATION. 11 I � .i ., �'l I . 11 I . . 2. LOCATIONS - THE CONTRACTOR SHALL REVIEA HEATING PUC - , � EXTERIOR PLASTER. AND STUCCO TO BE COLOR COATED. THREE I . I . SKYLIGHTS SHALL BE AS NOTED ON PLAN. � I . ,7. -. TYPICAL ROOF PITCH AT SLOPING ROOFS 155EE ROOF - P_ � � I � - . I � , 26,. DIMMERS SHALL BE PROVIDED IN THE'FOLLOHIN& ROOMSz LIVING SHOHN ON PLANS. . . COATS MINIMUM STAIN OR PAINT A55ELECTED By ONNER FOR ALL I I I - � - .� 1, 11 6. ALL FLAT ROOF AREAS SHALL. SLOPE 5/5, FER. FOOT MINIMUM, �,_ I , .. . I . I ROOM, VINING ROOM, FAMILY ROOM, MASTER BEDROOM, MASTER r 5. THE LOCATIONS OF DUCTS, PIPING, APPARATUS AND EQUIPMENT INTERJOR SURFACES. CABINETS SHALL BEHAVE 4 COATS f2AJNT.Of;z I I , I � I I . . I I � . I I cl. " L 1. PROVIDE 2" MINIMUM CLEARANCE EUTV4EEN FIREPLACE , . I . I �'. I `� BATH �AND AVDITIONAL�5ATHROOM5 -, I I I .,: ; . .. - . - I . . . INDICATED ON THE DRAWN&S'ARE APPROXIMATE. INSTALL ALL I . PIPING, APPARATUS, AND EQUIPMENT IN THE SPACE ALLOTTED IN A I I - STAIN AND LACQUERED. - I . I 1, I I . VIVISION 5 POORe, AlISIMPA91 .1 - COMPONENTS AND ANY COMBUSTIBLE MATERIALS. � I ' STUCCO U,N.O. r I 'r . �'� 2cl. - ' 400 m AMP SERVICE PANEL SHALL BE INSTALLED PER INTERIOR, . I � � "I � : . I 10. ALL EAVE UNDER,51PES SHALL RECEIVE . . , . ,A I . .1 � I I .� , " �_ , �. I .r I I �; r . PLANS. , - . I '' - � MANNER TO AVOID ALL OBSTRUCTIONS. COORDINATE HITH I . - . . r PREPARATION - SANDED AND HOLES FILL I ED , I � - - . I I L ,_ It. p1:2 " IN51DE DIAMETER CAST- ALL ROOF DRAINS KITHIN HOUSE SHALL BE 5 � ., �, . `7 . . ,�', � iO,':"HRE,ALL SECURITY LIG,HTS TO SECURITY LIG44T SHITCHES As I "' � FRAMING, ELECTRICAL AND PLUMBING. CONTRACTORS. ' . I .1, � - � PAINT - I COAT SEALER -1 I �, I I I � � 2 E IRON. OVERFLOM MAY BE 31 DW F.V.0. , r I . . 1, 1 I . 11 r " .1 I INDICATED ON PLAN. . I . I , . 4. IT 15 THE INTENT OF THESE SPECIFICATIONS AND DESIGN CONI;PITIONS THAT THE ENTIRE SYSTEM, INCLUDIN6, EQUIPMENT, AIR � I . I I " , , - PRIMER -' , I I COAT I , - I 1, I I I . . . � 1 I I . 5A pool;* I .. , I :2; - . ALL ROOF MATERIAL SHALL BE CLASS oC" FIRE RATED mlmmvm� - . - ROOF GUTTERS SHALL BE INSTALLED ON ALL EAVES , U.k.o. Dom - -_ ,-: �, : Pl. -o, ALL El ECTRICAL OUTLETS AT GARAGE, BATHROOMS, KITCHEN, , ' � LAUNDRY AND ANY OTHER HET AREAS SHALL RECEIVE (1) O.F.C.I. � , . I � DUCTS AND ALL.OTHER PARTSSHALL BE NOISELESS, AND FREE � . . :2 COATS FINISH COLOR I I . - I 'NOTE - SAND SMOOTH SURFACES-13ETPsEEN EACH PAINT COAT. , I I . I . I . I - . � . I .:t I IB. I SPOUT LOCATIONS SHALL BE ONLY HHERE INDICATED. ON PLAN. - ' L� � ". I .. , I., ­ � � ," . DUPLEX RECEPTACLE PER CIRCUIT PER N.E.C. L ; . OF VIBRATION TRANSMISSION. ALL HORK REQUIRED TO . I , PREPARATION - SANDED AND BLEMISHES REMOVED' � . I DOORS SHALL 5E AS SPECIFIED ON DOOR 5CHF_l;lULEsHEMT. . I I � ,j �l , ER TO C SPOUT. _ . SLOPE &UT7 ,LOSE5T DONN 11 - ­ :� � "'�­ : ,. , . , 32.1 CONTRACTOR SHALL LOCATE r,ENTRAL'V,A.0Ul.M OUTLETS PER . .. , . ACCOMPLISH THESE ENDS SHALL BE PROVIDED BY THE f . r CONTRACTOR INITHOUT ADDITIONAL COST INCLUDED BUT NOT - . . STAIN - I COAT STAIN CONTROLLER � .. . r. � . . 1. PAIN7r5R.A0E DOORS SHALL BE VERTICAL GRAIN DOUGLAS FIR, I 14. -LOV4 THE - A "FALSE" DORMER 15 NOT OPEN TO THE SPACE I BE '' USE*THE DARKEST TINT SOLAR & REY 67LASS IF _�,� . . mANuFACTJjRERs RECOMMENDATIONS. REVIEN Y41TH OHNER . . I I � I . I I , . PRIOR TO INSTALLATION. I I . . . LIMITED TO VIBRATION ISOLATORS UNIDER EQUIPMENT. � � STAIN . � - � I COAT � � I I I . � I . I - 2 COATS LACQUER FIN15H � . , STILE AND RAILS, V41TH "MEVITE" PANELS OR "PHOENIX" NEN TECH . I . I I . , poRMER- 16LASS � 1, � � . . 11 I I � I . . . 15 INVICATEV. . - , . . I . . . ,�� , - 53-. CONTRACTOR SHALL PROVIDE A s :3-v_in.on ALLOHANCE I � . . . I . - 5. I. I ALL ELECTRICAL HORK AND MATERIAL SHALL BE FURNISHED AND , INSTALLED IN CONFORMANCE HITH. THE ELECTRICAL SECTION OF *NOTE - SAND SMOOTH 5ETHEEN EACH COAT. - . I I I DOORS AS NOTED ON DOOR SCHEDULE. 1� 11 I � L . 2. 5TAIN&RAr,e DOORS SHALL BE Ae,5PECIFIED 014 DOOR 5. ' 151, , O.. U.N.O. I � I . ALL OVERHANGS SHALL. Ba . I ALL SLOPING ROOFS SHALL RECEIVE (2) LAYeR5 015 F ELT. U.N.O. 11 .FOR SECURITY SYSTEM TO BE,-SELEC7EV BY ONNER. . : _Z� ;� I I ,�� 34.:, ALL r,IRx-,UIT- BREAKERS SHALL BE LABELED CLEARLY AT MAIN - - . � THESE SPECIFICATIONS. INCLUDED IN TH15 REQUIREMENT 15, - I I . EXTERIOR: . I � . - . . � ENAMELS -KITCHEN, BATHROOMS, 6ARA&E, CA5(NETRY . I I I � . SCHEDULE. I . . � I (p. 11. ALL SLOPING ROOFS BrzLOYq 5-1/2:12 5HALL RECEIVE f5) LAYERS , . ' I . � .. � AND W15-PANEL LOCATIONS, lb I . , . - I I � � FACTORY INSTALLED HIRING AND CONTROLS IN MECHANICAL . . I I . FLAT HALLS AND CEILINGS IN ALL OTHER ROOMS. . 5. ALL'VOORS SHALL BE 5EALEP V41TH FAINT SEALER HITHIN 24 � I � � . 415 FELT HOT MOPPED BETHEEN LAYERS. SEE NOTE 0 5 " 11 � I . 11 � , , I , I I I ,�' , .. 35. L.V. SYME30L INDICATES LOA VOLTAGE LIOHTS.!�,EE ELECTRICAL - � ­ I � I � I . (5. PACKAGES. INSTALL ALL M.'MT� I K t-41CORDANCEHITH RECOMMENDATIONS OF 1. , PRIME SURFACE5AS'REGLIlRW AND NECESSAIR Y.'5TEEL SHALL BE .. I _� 1 - HOURS OF DELIVERY TO SITE. , . 4. INSTALL P41TH MINIMUM 1 !/2 PAIR HINGES UNDER -7'Hirs,H AND 2 PAIR I Ia. � - I . . ' FOR ROOFING SPEC. , ,L' ' - .1 � I PROVIDE ATTIC VENTILAT ION PER U.B.6. SEcTION-1505. I . � SCHEDULE. - I . . � .. I I � - -r I � I 36. PRZAIRt -OR- AIDIO SOUND SYSTEM, PIROVVIE SPEAKER , . � . . 7. .. THE MANUFACTURER. . 1� . I SYSTEM SHALL BE EGUIFFED Y41TH ONE NIGHT SETBACK . � . . SHOP PRIMED. I I - a. SURFACE TEXTURE5:5HALL BE APPLIED AS NOTED ON PLANS AND I I . 1� . . OVER'PHEI&HT. � I I 5. EXTERIOR DOORS SHALL BE NRAPPED HITH BITUTHENE FLASHING Icl L . . PROVIDE :2" CONTINUOUS 5CREENr:V VENTS ON ALL 5OFFITED : OR I I . I � , �, I I . I I � - . �` .� I 11 CONTROL SHITCHE.S IN ALL ROOMS Yl,il4ERESPEAKER5 ARE .r � . THERM05TAT PER UNIT� I I I I . I r FIN15H SCHEDULE. , � I � . I I (go MINIMUM. * I � I � '. - ENCLOSED EAVES. _ I I � I - IL - I . .1 I -1 I I 1�, ­ � , LOCATED AND RETURN TO'SUPPLY SOURCE 1� r . - r - . r . � . ­ 21 -7. � REFER TO INTERIOR ELEVATIONS -FOR CABINET LIGHTS NOT 5HOHN . 3 � . . 5. , ALL DUCT A6RK SHALL BE INSULATED AND HELD A MINIMUM Or- 4" 11 . �q. PRIME AND PAINT ALL ROOF JACKS, VENTS, FLUES, ETC., TO 1 1 � MATCH ROOF. COLOR. ' I I . . . � I - I " I I I I � .. -75 I . � - t - _. . OA (SRAVE HATERPROOFIN16, '�' BEL ,� I -1 � I "I � � --, 1, " . I � ON ELECTRICAL PLANS. ' I . .- - I I L . " I I I . I I I � 58. PROVIDE PORCELAIN KE L YLES5-LI&HT AND SHITCH AT ALL A . i .., � � , TTIC L .. I I I q. . � . I I OFF ANY EARTH. � DURING NORK, CLEAN UP AFTER EACH VAY"5 HORK; LEAVE I . I VI\11510N..10 -SPECIALTIES ,- . I . I , aB FIN15H HAIRDIKARE I - HARDINARE SHALL BE SPECIFIED ON HAROKARE SCHEDULE. . 1. . - � �l .. I � ,­1 I . 1 7 � � I - I I I � I 11 -­ ALL RETAINING AND PLANTER HALLS HITH Al2JACENT HA51TABLE . - � I � h . � � 1. L - AND UNDER FLOOR AREAS THAT ARE ACCESSABLE. , : . - BUILDING CLEAN OF DEBRIS. EQUIPMENT AND EXPOSED VU��Ts SHALL BE CLEANED OF r,EMENT� GREASE AND, OIL SPOTS, AND . . I . I " I I I . . - 11 . I . I .- .. � 1­1 I ­ - - � . . - I I ROOMS SHALL BE HATERPROOFED V141TH "BtTUTHENE' (AS MFD� BY ". 7 I 5q. � PROVIDE MAXIMUM HATT LIC714T BULBS, OR AS t4OTED ON L16HTINC I . '. . � � I � OTHER MATERIALS. PRIOR To -AIR BALANCE TEST, CLEAN ALL ' � .. I SEE PLANS FOR AVDITIONAL-NOTES� . � I I . � - I I � � I ,. 5do, &LASS AND 6LAZIN& - I I I � I ,- , 'I', - I I A. R� GRACE CO.) HATERPROOFING, SHEETS, -JOIN , I I . . E,.IN ALL, FIXTURE5.1 . � . � . I . . I 5111HEDUL , LINES AND BLOIN OUT DUCT SYSTEMS. REPLACE ALL FILTERS . I I I � ,� I . - 1. I I ''I . . A. PREPARE SURFACE FLAT AND SMOOTH FLUSH., - T6` - - I � � .:, '' - "I I I �,­ � ­ . I . . �l . I � ; . - . .1 - . AFTER AIR BALANCE TESTS. PRIOR TO OCCUPANCY, I . PIVISION . I 11, t&UIPMENT . I . - ABOVE ADJACENT HALKINC, SURFACE' I 1. ALL GLA55 LESS THAN Ia, � . �E OF DUST AND n5IDUE. " . 6. CLEAN SURFACE PRE _ � 0 ENEm HATERPROOFIN(5�5HEET5. INSTALL PER APPLY "DITUTH .1 I I � I � . I � - I , . PIVISION 1*7 SPECIAL INSPECTION '� 110. 'CONTRACTOR SHALL GUARANTEE THAT,THE SYSTEM 15 FREE OF DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF I I .. I r . . I . " . � .SHALL BE FULLY TEMPERED PER U.B.C. SECTION 2406, . . 2, ALL GLASS AND GLAZING SHALL COMPLY V41TH TABLES 24-A, . I I I � � MANUFACTURERS RECOMMENDATION. ­:_ I � I . � I I . I 1, .. r I I .1 . 11 I �l . - I I I ACCEPTANCE. � HOR< REQUIRED TO RESOLVE DIFFICULTIES SHALL . I ;: PLANS Fog'ArVITIONAL NOTES. - , I 1 . sEm : �. I I -1 . ., I I . 24-B, 24-C, 24-D AND MUST BE ECHED SAFETY GLAZING, FOR I . . I 11 . -1 P, INSTALL MIRA DRAIN 2000. 1 . � I-. BACK FILL MINIMUM 12' THICKNESS Or FEA GRAVEL TO I . ,�_� - . I � I � , . , 'L, ,2�'..l MA SPECf.AL INSPECTION - . . I , , I � BE PA 10 FOR BY THE CONTRACTOR, PARTS AND LABOR. I I . INCLUDED. ' � . .1 I I � I I 1:)IVISION,12 - 11 _'. * . . I I . IMPACT (U.5.0.). I I I ' I I 3. OBTAIN GLASS SIZE BY FIELD MEASUREMENTS. ALL . -1 - � . r PROTECT MIRA DRAIN. , , � TOP I � I I � I I , - � � . I � � ,� � i, I 1.�. ­ , . I � I I I.. :, , I r I '' I ­ I � . I it., HF-16HT OF ALL 5A.R. (SUPPLY AIR REGISTERS) SHALL BE AS ,FURNISHIN&S- 'L I . . I . . .. I - . I .1 . � .RESPON51BILITY FOR CORRECT GLASS SIZES AND HOLES UP, LOC, OF F. INSTALL 4" VIA. FRENCH DRAIN, ATE DRAIN MIN. 2u BELCH. LOAE5T CONC. FIt4ISHED FLOOR, DRAIN L I . ­ , , 1, ­ . . . I � - "_! , , .. -4spEr � M. HHEN ' �: 11 . U.e.c'io&.a.�,it ,TION AND OE35ERVATION PRO&RA I : . NOTED ON THE MECHANICAL PLAN. THE MEASUREMENT SHALL BE TAKEN FROM THE FLOORDIRECTLY f3ELOA THAT PARTICULAR I I - L I I . . SEE PLANS FOR Ah?VITIO'NAL NOTE5... � . I . . .� '' I .� � I . HATERPROOFIN(S RESTS HITH THE GLAZING CONTRACTOR. I AITH "BEST ' MlFzf;zofz5 To 13E f14" THICK POLISHED PLATE GLASS . I �l - I . I , TO DAYLIGHT. I . .1 ,1. I . "I . . I � SPECIAL,IN5PECTION 15 REQUIRED BY SECTION I 701, THE " � . I I RESISTER. SEE . grIp's PLANS FOR EXACT LOCATIONS. . I r I � . - o . . . , . - I I . � I 4. QUALITY" FASTENERS. - . . I - 2. SLAB HATERPRDOFIN& AS NOTED ON PLANS SHALL BE , I .11 � I- I :'' � .1 � . I - . ARCHITEC,T OR ENGINEER OF RECORD SHALL.PREPARE AN : � . 12. R.A.R. (RETURN AIR REGISTER) SHALL BE 51ZED BY THE � . VIVISION 15 SPECIAL, - CONSTRUCTION 5, ALL NINVOI-6 TO BE PER COVE.- I I I "f3lTUTHENE"YiATERFf;ZOOFINO!5HEET5- � �. I I - 1, . �' , -, . ICH SHALL BE SjBMI i i EV TO`.THE . - � ,� I � INSPECTION PROGRAM HH :1­ " . . � . , � � . CONTRACTORAND LOCATED ONLY HHERE INDICATED ON I � . - � . . - � . A. EXTERIOR: 1/4" THICK, TEMPERED IF FULL HEIGHT OR BELOYi A. REINFORCE ALL ANGLES AS PER MANUFACTURERS � ­ : ". � ,:�l ; BUILDING OFFIC,IAL FOR APPROVAL PRIOR To ISSUANCE oF THE , . I ­ � 1, �l BUILDIkGr PERMIT. THE INSPECTION PROGRAM SHALL OF-51SNATE ' I � . . , � MECHANICAL PLAN ANV� BE FULLY INSULATED DUCTS TO F.A.U. . . � SEE NOTES ON PLANS. I : 1. __ � I .1 I I . I I ,� Ia" ABOVE ADJACENT HALKING, SURFACE. DU,�,L GLAZED AS .1 I .. . SPECIFICATION AND DETAILS. � �l 11 -1 5. S RER'r:2 5FECIVICATIONAND I , � � , _,., , "', � I I I 1. ..'�_ 1; "il".'. . THE PORTIONS OF THE HORK THAT REQUIRE SPECIAL INSPECTION - I , I . 15. ALL MECHANICAL 5Y5TEM5 SHALL BE INSTALLED IN I CONFORMANCE Y41TH THE IcJcI4 UNIFORM MECHANICAL CODE. I . . I I -J, -1 �� . I ''I �� I . � , - . , �11 '. . I . NOTED ON 5CHEMLE, I � . I . B. INTERIOR. 1/4",7HICK, TEMPERED IF FULL HEIGHT OR 5ELOH ,_ . � -_ I � I - VETAIL5. -1 . - � � � L "' , _," I I AND THE NAME OR NAME5.0F. THE INVIVIvUAL5 OR FIRMS HHO ARE - .1 . I . 14, F -IR Si-iADIN& INDICATES RA;iREV DOHN CEILING. SEE 5HT. RnP L : VIVISION 14 -(:eON\/rz%eINd7_S*llfS,TEMS I 15" ABOVEA0JACENT HALKIN& SURFACE� : ,� � 0. INSTALL HYVROPUCT - 2 DRAINAGE COMPOSITE'5Y ­. -12 : :- 1'e '' .,,,ro PERFORM THE SPECIAL IN5PECTION5, AND INDICATE THE DUTIES . I , I - � , I I �,�,, INSPECTORS. . - . I CEILING HEIGHTS. SEE FRAMING PLANS FOR CEILING JOIST SIZE. I . p , I I I ' I.- " I- . . I 6. SAUNAS AND STEAM ROOMS: '111b" THICK PP& OLEAR, "GRACE CO." CONTRACTOR SHALL NOTIFY ARC+iITECT 1 - . I I . TO BACK FiLLIN6 K&,LLS. , , ,., OF THE SPECIAL I . .' ", " � � L� ,­,, � " 2. -'- THE SPECIAL INSPECTOR SHALL'BEI EMPLOYED By THE ONNER, THE � � I I CONTRACTOR SHALL VERIFY ADEQUATE DUCT CLEARANCES AND - REVIF-H HITH ARCHITECT PR16R TO INSTALLATION. . . _"�. ' I . . � SEE NOTES ON PLANS. . , I I - . � . I . � L TEMPERF INS)LATIN6 GLASS. I . _12 I APPROVED SHATTERPROOF CLEAR - I .. I � HOURS PRIOR E. BACK FILL MIN. 12m THICKNESS OF PEA'&RAVEL TO PROTECT '', I I . 1� , . . . ��.." i , -� I " , OHNER, BUT I ­ - EN&I ' NEER OR AIRCHITECT OF RECORD, OR AN AGENT _' ' - - I., � � I [S. REF TO TH I- ELECTRICAL PLANS FOR THE THERMOSTAT I XR... I . � . I I -1 � .1 w I . .1 1 I r7l. TUB 5URROUNDIN65i �l - -LESSVOOR9!' ' GLASS NITH FRAME 'Y�, '61R.44 - . I I HYPRODUCT 7 2 (5 - ,FICO.") �� . . , , , , .fi, � 1. . NOT THE CONTRACTOR OR ANY OTHER PMSON RESPONSIBLE " � ll��l 11 1, I - � I I . 11 I I I I, : THE HOKK. . I I I � I I . . I . . I I LOCATIONS. ­ . I I . z 1, . 'OUIPMENT ENVISION 15 MECHANICAL, E , � ' &. ALL MANUFACTURED HINDCH5 AND _51-IDIN6, GLASS DOORS SHALL ' I I I .1 1. � I I I � 11 I 11 , . I I . I ' I 1� L -FOR: . . 11 , "I I . . � �.'ll 3 11 ZEOUIREV BY SECTION I HHEN STRUCTLIRAL'05SERVATION 15 P -fO2A,' � I � I bl. �f;ZEFER TO MECHANICAL SCHEDULE ON SCHEDULE SHEET FOR ' I � . ­ I . 1. - MEET AIR INFILTRATION STANDARDS Or ANST'(154.1 THROUGH la - � I : � I I CAULKIN6 AND SEALANTS - I -1, �.,-,' � . � I '. �-s � -1 � -, I I I . - - I . 1: - THmlN5PEr,TiON PROGRAM SHALL NAME THE iNviviVUAL'57 OR - I . I I . � '' ' ' - . I r7. - ADDITIONAL INFORMATION- . MECHANICAL SYSTEM SHALL BE EQUIPPED AITH AIR CONDITIONING, ' . I I I . . .1 - I 15A-PLUMBIN&.., ,. . I . r . � 154.4) AND SHALL BE LABELED AND CERTIFIED AS BEING IN . I . . . COMPLIANCE AITH STATE TITLE 2,4 ENER,6'f'LAH5. I . I � � . � �' .1 . I '. I r I I I L . . '' ", I ,":,� " FIRMS HHO AIRE'TO PERFORM STRUCTURAL OBSERVATION AN12 _� I ,-ELECTROSTATIC, FILTER AND A U.N.O. A.C. CONDENSER . . - � . .11 � I I— . I I I . - I . , . ,,, - 1, : I � . ' , ­- - i I DESCRIBE THE STAGES OF.CONSTRU C �T ION AT H.HICH STRUCTURAL . � : � I � I ,HUMIDIFIER. SHALL BE REVEAEV V41TH ARCHITECT, PROVIDE � L ALL HORK AND MATEfZI ALL .- - � I � - � . � I 11 � . � . 1. CAULKING AT GLAZING, STOREFRONT SKYLIGHT, AND PANEL ' i� 1, � - , , I I , , I L'��L' � ' OBSERVATION IS To or,cm. ­ I � . � ' 'Or - : � . .LOCATION . CON . 1:7EN5ATE DR . AIN LINES PEP. U.P.C. I I . I . REQUIREMENTS OF LOCAL PLUMBING AND 5UILVIN6 COVE5, I . . . 01:) A000 FRAMEP ViINOOY49 � . I . . I JOINTS SHALL 5E_6.E, SILICONE ' SEALANT OR APPROVED EQUAL% .. , , ''I . - IN51FECTION-PRors,RAm 5HALL�INCLUVE SAMPLES - . . . ''I - � - 4.'-'.r THE- � , -, Ia I . I INES PRIOR To OCCUPANCY. I CLEAN AND VACUUM VU(�,T L 1 2. PLUMBING CONTRACTOR SHALL SUBMIT HASTE, Y,IATER, AND GAS' 1. I � COLORs CLEAR IF AT FAINTED SURFACE, COLOR TO MATCH . I . I � I 1, I � �l , . ,r - -, 1wr REPORTS AND PROVIDE TIME LIMITS FOR SUBMISSION . , �� � �9 !PC I � � , ''I . - I . . I LAYOUTS IF REOUIREP BY THE LOCAL 5UILE71N(S DEPARTMENT. I ., I . . " OTHERA15E. I I I � - . - - " - _TION _. - 1, � .�. - OF RE , I . .1 1, . . - - � I I I -1 _'. 1 4 .. I � I I - . 5. THE PLUMBING CONTRACTOR SHALL BE RE5PON51BLE FOR ALL I I I . I REFER to Hlt�IVONI SCHEDULE SHEET. . ,Z CAULKING a ROOF DRAIN5, AND FLASHING TO BE: ONE PART I. I I � I �. - � ,�_� . � , ��� ��� � �:,� - - t7l\/ISION I- I . � I& ELECTRICAL . I TION5 OF UTILITIES TO ALL MECHANICAL EQUIPMENT. I FINAL CONNEC, I � ,. I . � � I . : Y NITHIN � I - I . I � 11 . I I , �. POLY5ULFIDE POLYMER SEALANT ' " '- I I � � ' I _ - _,,�_ . I . - - . v . � . � I I l­:­_, - . i � - � ­ t ': INSPECTIC � .1', 1 '�6RAM . N PRt . , � � - - - . - � r . . I 4. SCOPE OF,iNORK: � . � I I SEALED OR 5EALED I L. ALL NINVOYIG SHALL BE FACTOR S. ALL oPENiN&s SHALL BE PROPC RLY CAULKED OR SILICONE . � I � -, -.. j , .:i, , - , I I � I . , � . L I I . . I I A. THE CONTRACTOR 9HALL.F.URN15H ALL LABOR, MATERIAL, . . .24 HOURS OF DELIVERY TO SITE. . SEALED AND FLASHED AS NECESSARY To INSURE A, COMPLETELY I I I.: -1 �� SPECIAL HORK . - , I - _.- I '. PROVIM � I I I .. . ­ � L �l � I I A'ELECTRJICAL � I . -AND SERVICES NECESSARY FOR . EGUIPMENT, FIXTURES, I " � 2. REFER TO SECTION 8r, FOR MORE INFO. . I I . � Ll � - .1 I AATERPROOF, NEATHERTI&HT JOB. 1. .. 1� I I To BE INSFWTW INSPECTOR TA5 K ' . � ,, REPORT ., ''COMMENTS' . I 1, � . .'' . I ''I . a I - . I THE EXECUTION AND -COMPLETION OF ALL PLUMBING - . i *, . " 5. HRAF ALL HINDOYi HEAD, JAMB, 5ILL5 HITH 51TUTHENE FLASHING . 4�, CAULK ALL DOOR AND P41NOON HEAD, JAMBS AND 5ILL5 PRIORTO � � I , � m' � I . � I 1. - I . I � ALL ELECTRICAL YJORKSHALL BE DONE BY A LICENSED I V40RK AS INVICATEP ON THE PRANIN65 AND I . .- '. ­ 61, MINIMUM. I 11 � I . . I . APPLICATON OF FINAL FINISH.MATERIALS. - . I L . I .. _ CONCRETE .,� � ... GARY I ­ I 1; . I i � I I . I CONTRACTOR UNVER'A SEPARATE PERMIT U5IN& U.L. APPROVED, . SPECIFIED HEREIN; FOR SUCH EQUIPMENT THAT MAY BE - � ' I L I 11 � I � I - ;� I" � I Ir . � I -, I I 'I, I I " _.�,'., � I O\,MR 2500.r_, . ., - ,�, - ;. .0 RVTHMWJNOR - � , � I , . . L � X I '' I I I � � I I I . . I . I . � � � IXTURE5. -INSTALL EQUIPMENT. IN STRICT ACCORDANCE To I . I � -1 1, - 'TOR, PLUMBER SHALL � ­_ , � -PROVIDED, BY SEPARATE CONTRAX, . . . I � - I I - I I I I I . . I 'TP I I VqATERPROOFIN15/TERMITE PRIOTECTIOIN ..' , . � rsl� - ­." . I- I . � . .1- ,� . . I . . � I . 1. SPECIFICATIONS ANO.LEAVE ALL EQUIPMENT AND I " � -ORDIRATE., INSTALL- AND SERVICE. I � I . s - I - - � ' CO - - t7I\/i5ION,4f FINISHES r I , � I � . . I I '� .. . I STRUCTURAL '- 'CPARY r � . I - . . � . z . � I . � ,ANUFACTURERS 'r ' PPLIAN6ESIN Hof;�KIN& ORDER V41TH COMPLETE OPERATION AND _. , B..,, THE WNTPACTOk SHALL'PROVIDE A" GAS LINES AS - � L I , 1. r I � - . ­ � � I I � I I . - I . I I . 11 I I . - I - , ­ " STML -_ '. � . I , . RUTHERPORD � , . " . . I 1� . Ix � I I I - I . - : . . AINTENANCE INSTRUCTIONS.,, . �� I I � ., I � . ­ REOU[F;Mo,�AND MNAI� CONNECTIONS AND TESTING A,9 r. I I I ­ . � - � - I I . . . . . 1. . I I 41A LATH AND PLASTER 1. HATERPROOF - FLASH ALL EXTERIOR OPENINGS'AITH APPROVED. , r I r - '. I I I . ,;, '. - 11 1� �­ _ � -, , __ I , ­ I . I 11 I . I � . � 2.- NTRACTOR SHALL OBTAIN APPROVAL OF'MEMR LOCATION � . ,r I REQUIRED.- r � . I - . .1 . I . � I . 1, BITUTHENE SHEETS AND BUILDING . I I e . . I ­ . �l PAPER ' 1_" - - �l I— I " , - .,� 'I, I Z PDXY -�­,� __-_ �' � I . . . - 6ARY I I I � I I I 1: ROM ELECTRICAL COMPANY PRIOR, TO - INSTALLATION,, I I I 11 I - .. " "' ' ' 'ONTRACTOR ' C. THE CONTRACTOR 6HALL�PROVIVE NErSE55ARY .- . I I . I . I INS FJ;ZoMrAL-L EOUIPMENT TO ' C -ONVENSATE DRA I I . . ­ r * . 1. LATH AND PLASTER SHALL BE APPLIED IN ACCORDANCE Y41TH . 2, .Y Ir ALL CONCRETE ANVIOR C.ONCIRF-TIE BLOCK AND/oR MA50NR . � I ­RETAININ& HALLS HITH HABITABLE SPACES SHALL -BE .1 . I- I . � I - - I - ANCHORS.,,., , .1 RUTHERFORD r - .,�l I . 11. I � , I I 1. . � . - � ­ . . I - S. - , . I - C SHALLPROVIVE A SINGLE LINE ELECTRICAL � ,ULATION5 FOR APPROVAL B 'r � . LAYOUT AND LOAV CALC ., . L- I � ' - APPROPRIATE :, I . - HASTE 51(5TEM. . I I , I I CHAPTER 25 u.B.c. USE METAL EDGES AND CORNER BFAD5 AT -1 ,,, , -F I - I COMPLETELY KATERPROOr -0. (SEE SECTION *75) 1 . � �l - � .1 ; ,_ . %I , , - * �l ,'� - , ; 1, .., ­ � 1� I - . I � �* "., ` I _. .1 - � � I ,SERVICE I THE ,T'AND THE BUILDING DEPARTMENT. I I ;_ ARCHITEr - V. ALL OHNER 5ELECTEV FIXTURE5TO BE INSTALLED BY I L . . ALL CORNERS AS REOUIREr> AT EDGES AND AS NOTED AND I . I I � 3. . ALL EXTERIOR FINISH MATERIAL SHAI-L BE APPLIED OVER ONE ­_ - I � 1 I - ,1_ . I � �� SHOTCRETE �_ '-. � '�_ _' &ARY . I "'.. ­1 � - I �. 11 I ..,.. 11 1,� . I � � � . . - I , � � � �. - , , ALL HORr -ULL ACr -CODES -, .. , SHALL BE IN r ,ORVANCE AITH ALL ,. - -' I . ' " ' ' �, �, I , I I 11 I I I � .1 � I � lFLUM5ER " ' '. 5. ALL MAtM,��1_5 AND EQUIIPMI��T FOR THE PLUMBING SYSTEMS I . I OF-TAILE12 ON PLANS. - I � . I ! ' 2. '_ EXTERIOR PLASTER.AND 5-rucco &H ALL BE MULTI -COAT I I : . . LAYER #15 ASPHALT SATURATED PEI T.,m ,.),.'. - . I -1 . � - � r I - , ", I I 11 . - . .. 11 I . -; t - - - � �­_ I ___, I -, ,� � .- .� - - r _ _'_�,� ��, ,_ �l __ " . 1, �. " RUTHERFORD _� _ I .- . _' � - ; _ I � ,. I I I . I ''I . . �� o� I , - I . . � I ­ _ r I ­ RULES, AND REGULA-rfoN5 OF &OVERNINCS.A&ENCIE5 AND SHALL, 1. _ 11 I 'r. � COMPLY HjTH THE fkeouiREmENT5 OF THE,<=RvIN(5 UTILITY, - , � - I- SHALL Be OF NEA 5TOO14 ANV� PER PLUMENNS SCHEDULE. UNLESS .' ' . APPLICATION HITH METAL LATH, FASTENERS, SUPPORTS AND .: -AS '15 � � -1 I , I I ABOVE (SRADE AATERPROOFIN(S .'. ,-_ ' � ,. I . , z � _ � -, ­ . . - �__ I - . I I I . . . � . '.TELEPHONE AND CABLE W COMPANIES,'- . . . - � . - r� OTHERAi5F_ NOTED, ANV/bR SPECIFIED,�ALL, MATERIALS, I I '' - I � , . � � AATEIRPROOFED REQUIRED. TEXTURE AS NOTED ON PLANS. , . I � � - ­1 � I I � I . . I- . . I � . I I I 11 . - ., I ,. - - . w " � : ­,-, � � ­ - CAISSON5, 'j ,,, ''I � - ' �; -OARY 1� I. . � .1� I 'L, � I ­-, . � I I I I . � I _� - - , - I I - . . . 'r THE CONTRACTOR 6HALL VERIFY AVAILABILITY Or- UTILITIES AND " EQUIPMENT, APPAi;zATus-sHALL BE INSTALLED AS RECOMMENDED', I I 5. - FINAL COLOR COAT SHALL BE omE&A "AKROFLEX', COLOR , , . I I . ­ . SHOi^ER HALLS OVER BATH TUBS SHALL, BE OF PORTLAND . I ..'­ � - , I I "I - ��,- * - �_, - , ,' I , _ � 1, 1. . - , _� ; " RUTHE!RPORD I . , I ,;" " , , , . � _ ­ -1 :, I . . � I � , I � � - , � : - I . I � � : . � . ; DETERMINE ACTUAL DETAILS, PERTAINING To EXACT LOCATIONS I . I . BY TH - . I I I ,MANUFAOTURER�OFTHE MATERIAL. ­ I � E � I I . '. SELECTED BY ARX, . 'HlTECT. � . I � CEMENT PLASTER APPLIED OVER, 1/2" EXTERIOR GRADE PLYHOOD ; � � - .�� -, ,_ - I _.� � I ­1 1. � " y '. . " � ,� I � ; - . 11 m. .. - - REQUIREMENTS BEFORE 5LIBMITTIN0,05 BID. UPON RECEIPT . AND -'b,-., ROOF DRAIN LINES SHALLBE CAST IRON -AND INSULATED PER - � . , - - .1 I I , I . I .! . I 11 � � FULL HEIGHT ABOVE THE FLOOR AND ALSO EXTENO.:A FULL 4" . � _. 1, I I , , _ ��( , ., , ' f , ­.7, : , . , , � I wARY ,� , C I ­., ,-1 . , - .... I I .r. . - I.. I . � . I .1., . 11, .: I I ­1 � . I;- I, . . . I OF NOTICE THAT THE ELECTRICAL'CONTRACT HAS BEEN LET, THE - , , -IF(lo), OVER FLOH5,PIPING CAN r BE 56H 40 FK/C 2" MIN, � 1 �: _� :..." _ . _-,, ,415 (SY12SUM ORYAALL - L. ,' - " I � I - ,I .. I I - BEYOND THE� FACE or -Tub OR SHoHER PAR UNLE55 NOTED I I . I � � I � .1 , , ­ -, TrEZIONIN" 0'' ­ -eRfffop ftm = 1­ , � . , , , � � I .1 . I ", " � I.. - '_ I - 1, . - SUCCESSFUL BIDDER SHALL NOTIFY'POHER AND TELEPHONE . o I. . � ALL COPPER SHALL BE TYPE 'K" BELOili SLAB. l I . I - I 7. 'I-, r - . ., I . . I I I I � - I . .. - . I I OTHERHISE. . ; 11 I,- I ,� I - � � � .r I , � 'L� " " , , , "I - �, , . , � - �:., _ . , , ,� ,; ­­ I I I . ­ I I . .1 1. . , _: 11 - , _ . � I I I � I � , � 1. � I I � � - � _�, � I - - 5ERVING-UTILITY COMPANIES OF THE ESTIMATED DATE NHEN ` I 1. I I : - ALL COFPER5�4ALL BE TYPE "M" ABOVE SLAB. - � . � - 7'' . 1;. _ f. 'ALL PRYNALL SHALL BE TYPE -X" FIRE COVED, 5C,REHEV, NOT I � I 2.- - 11 I I HATERPRooFiNs AT 2NI2 FLOOR VECK5: , r. I � . � � . - I r ,,, �l I . I I - I I I .1 I I I . I . . I I I I . � . , . . � I -.- . � I SERVICE SHALL- BE DESIRED AND 5U5M iT PLANS AS REGVIRED BY - -'a. ALL COPPER, LINE55HALL BE 5OLVERZO, NO,J61NT5 ARE' ` 11 : ' " - -- NAILED, t6,5TUD5 _- (10 NAILS MAXIMUM MAY BE USED TO TACK �' �� " ,� � A. PREPARE PLYHOOV SURFACE, PLATEN AND SMOOTH JOINTS: �- , 11 - TA% COWLETION. � I I I I I l-,l . .1 1Z., I �Ta W kzmV�V Y4rrKN 10 17AYS 01 , I 1, I I ".. � ­ I �, I � .1 . � .1, . ­ I -",<. � , 11 I .. � I I , , - :-.�SE iCING.UTILITYCOMPANY. I .1 I . ­1 RV . . I I 1. I . . I ; , , % , PERMITTED BELbA ANY !BLAB AREAS. . ,: 11 - . . I � " - - ', � , . ,HAPTER 25 � - I - - � DRYWALL IN PLACE) AC,CORPNG TO U.13C. r .rpf;ZOF,ER - 'I, � . : AND MAKE FLUSH, AND7 PROVIDE SLOPES. COVER� _-� -, ' . i I � 11 I � ­ , , � ,­ - I L _�'� - .1. � . , , I r 01,_. ALL MATERIALS AND EQUIPMENT FURNISHED AND INSTALLED UNDER � 41., *HFET V-1 SHALL eF_'PROVIVIED� � '-. � � - - SOUND ATTENUATION PER'S � ,� - , � "' REQUIREMENTS FOR THE TYPES AND THICKNESS BEING USED. ALL I 'r __ , . HOLES 2"-OR SMALLER 1141TH 26 GA SHEET MET^L,RATCH � I I . , �.­ I � , , , * * * * * I I - TRA T (5 Nff"L �6_f Cl ���LITIES ­ - -THIS SECTION SHALL BE GUARANTEED BY THE CONTRACTOW FOR ' - PROVIDE A SEPARATE HATER SHUT OFF VALVF_lNSIV - E GARAGE' r".., 10. t I I ', , r � - '. 1.� DRYKALL APPLICATIONS TO BE INSPECTED AND APPROVED � . I . ' - , ', ' .. I '. . � AND NAIL DOM. , . I I 1. . - I I . I , � - ;""�� ;""�, ;""�, ;""�� ;""�, ;""�� ;""�� ;""�� ;""�� ;""� ;""� ;""�, � ;""� � ;""� � ;""�, � ;""�� � ;""- �, I I I ��11;1, , � � _�� , 1. - ' . I , . . 11- I I I . 1! I ,,L' I .. ' � ' I . 11 � - I � - _ � A MINIMUM PEP-100 'OF ONE YEAR FROM THE 12ATE OF ACCEPTANCE I I I I , _ . I I . . 4, Ir, 11 1. � . , ' � . FOR ALL INTERJOR AREAS.,' 1� . " I- � I , � 1, * � , I . � � I � ". I , I 11 . . - , - _�, I PRIORTO TAPING. . � - I I I L �l I FREE or- V,roT AND RESIDUE.. ,, , I CLEAN SURFACE I I . . B. � - 3" 'FLASH I .", , ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, , � ,, , I � GENERAL�CONTRAC'170R SHALL:PROVIDE HISTORI6AL,FR'AMJN* t , � , _ - . I I . - . . ­ OF THE HORK BY tHE OMER. . I I :.� �- I . - 11 11 - '� . .. IL _ �HATER LINES.TP-ANP (N,HOUSE*L , '", ' � ' ' , ,­' - ­',��'_ , - 2. EXTERIOR GRAVE DRYKALL'TO BE U5EV,AT ALL EXTERIOR . - ,TIONIONS KTH 5"X C. ALL FLOOR TO HALL CONNEr . - " * - I I - . -, I ''I , " � - , I , , �­_ -1 11 , � . I . 1�1 _. 5 , " `- - DOCUMENTATION TO�THE CLIENT'jN THETORM OF VIDEO OR TIJ-L ­ � , - . -L ' . . - 5 NOTED ON PLANS I ALL FIXTURE5 SHALL BE PROVIDED A AND , , �' � :1 , . - , , _� _ - ---* ­T0 HOL15E _j/.2'. VfAMF R, MI IMU - 11 z ' ", d:. . �_,., ,,� _TE N M , � -i - I ��_ , , - _' ' I . " I � ' APPLICATIONS. � AS NOTED ON PLANS. I !": 1, - I "Lm.:2c, GA. ,SHEET METAL.' I � � - �._ I , , I I . ­ . I * ' ' r � I ; _,l � ��l � �L�,, - ­ ,. I � ' - , -1 ._ PHOTOGRAPHY. DOCUMENTATIONS44ALL, INCLUDE ENTIRE ROUGk I ., , . �. � r I . -1 . 1. -, 1, 'HEVULES OR ARCHITECT AFPRj7VE0.EOUAL. ' - - � . SC - � I � ' . �L I _le. � ,,� __* , MINI - , I I - i I -to HATER HEATER i." DIAMETER MUM�'t� ' � - , �­, � � _kINIMUM' 1. . _"Xo DRY -Z ISTIVE­ - ,,, 5' TYPE HALL To BE USED AT ALL FIRE P 5 . � . _. - -'51TUTHENE',K,�,TERPROOFIN& SHEETS ON DtaK AND I-,- : I V., APPLY , - - � ,� `, � _,L:j: _ I I ":;'_l,F*AMIN&, AS HELL AS MECHANICAL; PLUMBING, AND ELECTRICAL" ., ' " . . I, ' ' !'� -5, , � � . . I , -, - , __ , r DUPLEX CVTLET5 SHALL BE INSTALLED VEKTICXLLY A'1,12"* To L I , , _ � _­ I t - " -A T AREA5,;3 �' . '_ � I ". .: * TO , ILL, HE /4",VIAMETOR I '_ -� " � - 1, - -7 U-B.0, ,.- , . � :OUIRED, IN CHAPTER, - ,APPLICATIONS AND'A55EMOLIES AS RE I . I 1� � I - I , - I UP 5IDEHALL 6" MIN. INSTALL PER MANUFACTURERS ,11 . �­ � ' I , I I I �. � , - I:", '' I � .'r'.._,,.INST,�SLLATION PRIOR To INSULATING, AND, HRAPPIN(S. I � �,, � �l L _ , . _ , I -1 � . ', CENTERLiNE ABOVE - FLOOR, ANr:i. EIE OF 6RouNceD TYPE, U.N .0. ' - � AmETER. 7 � m ,,- TO ALL, BATHTUB F04TURES� B14 MINIMUM ..� � 11. I ` PI ­ ­ I." . _1 ,:; .,. I I - � 11 '. INCLUDIN& BELOV4 STAIRS AND IN GARA&E5. . , _ .1 � � I ._ I I � � ,� I .. RECOMMENDATIONS, . ., - - � . 11. - I I .' L ,','� - 1� 5 . �l - I � -; '- �2. � " GENERAL CONTRACTOR. SHALL PROVIDE A ROTO-ROUTER SERVlr,E,� f . I .-,. q , HALLSHITCHES Td BE 56" ABOVE FLOOR To CENTER oF sn'TcH , z - . - � 0 - FtXTURE LINES �DHALL.5e,pEg.MANUFAr,-ruRER5'�' I .1�� � - � - -. I I I - ; ,, , ',, � 4� �, -IF SAY TYPE -X" DRYkALL HiTH PUTTY 06AT 15 SPECIFIED ON ' L APPLY MORTAR AND TILE VECKIN�S OVER. � ­� �.,,, I � �. I 1, . E, . . I - I 'I I � �. J , "I" I , � , * I I I . �- IN - '' , FOP, THE ENTIRE, AA5TE SYSTEM PRIOR.TO THE CLIENT MOVING- ' N& ' 2I.- '-66NERAL CONTRACTOR SHALL -ctRTI F� To THE CLIENT IN HRJTl 11 . I 4 � I I I , ',f to,-' . . , "I I .- � 1, , :i : 1. ; " - �. � PLATE. U.N.O. . , , . 11 I � __. - ,- I I I � t - . PROVIVEHHITE `LUMEA 2" 5HITCHE�S BY LUTRON MFG.,CO. ON ALI2 ,� ' ' - . " r .1 , _,_� � . i - " � RECOMMENVATION5i . � - I � ­�, 7., . � I I . - I _11� -1, . . - * I - 12. FLUI,�15ER SHALL REVIEYj LOCATION OF 5uPPL Y'ANI!: L(NE5 ��:_,�,,' � 11 � - FINISH SCHEMLETH USE METAL EDGES AND CORNER BEAV5 AS, I - I _1 T EN I �, , _�REGUJREV"AND AS r', � DETAILED AND -NOTED ON PLANS. U.N.O. 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