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HomeMy WebLinkAbout3619 OCEAN BLVD PART 111111111111111111111111111111111111111111111111111 *NEW FILE* 3619 Ocean Blvd Part 1 M - ' SEE PLANS OR ARCH L.DRWG S 1 „r TYP. U.N.O. �. En w to , •V) c J w U COMPACTED FILL = .�� 0Q w:CQm C 0Z p Z •1 -#4 CONT. #3 ® 18"O.C. EA.WAY 0 CENTERLINE OF SLAB 40 "D" AT CONCRETE 50 "D" AT MASONRY 8„ MIN. 9 TYP. STEPS ON GRADE DETAIL REBAR BEND & SPLICE DETAIL TYP. 8 6 EXTERIOR BEARING PIPE SLEEVE SUPPORT — TT FF — — 2" LARGER THAN PIPE �L=J L- ;JL_-1L_2JL PIPE — 3" M JOIST PER PLAN { { { { { { { { FOOTING . II II I I I 911 t � 1 { { 9 { ({ i INTERIOR BEARING { { { { { SUPPORT { 2 { { (� { { { { I- 1 3„ r SLEEVE d, iQ MIN. EDGE DISTANCE FOR NAILS SHALL BE 3/8" PIPE Q ' INTERIOR NAILING - 12" O.C. TYP. ( SAME AS E.N. ) — ® 2" SOLID BLWG MAY SUBSTITUTE AS CROSS=BRIDGING MIN. ,SIZE OF PLYWOOD SHEET SHALL BE 2'-0"s 4'-0" �. SEE, PLAN FOR PLYWOOD AND NAILING SCHEDULE WIDTH OF TRENC .. A IS D"+ 1-8 Q NAILS, SHALL ' NOT BE OVERDRIVEN THRU TOP LAYER OF PLYWOOD _ ) LONG DIMENSION OF ;PLYWOOD SHALL RUN ACROSS JOIST OR RAFTER ®' BOUNDARY NAILING AT ROOF PERIMETER AT CONTINUOUS PANEL EDGES (B. I.N.) EDGE NAILING AT ALL EDGES OF PLYWOOD SHVG AND BEARING SUPPORTS: P. FLYWOOD LAYOUT AT ROOF �11 FLOT TYPO PIPE THRU FO "L" 2-#5 MIN. "R" BAR SIZE "D"a 3 1/2 #3,. #4, #5 "D„g 5 #6, #7, #8 "D"z 7 49, #10, #11 "D"s 9" #145, #185 4 „D" 2,1/2" MIN 6 MIN. (2) #5 BARS (2) /5 BARS TYP.- (2) #5 DOWELS 0 DOOR OPENING. 0 iv 0 NO EXCAVATION ALLOWED BELOW THIS LINE �— THIS CONCRETE' MUST BE PLACED BEFORE FOOTING UNDATION D "L" FOR EMBEDMENT OF BOLTS USE SCHEDULE UNLESS NOTED OTHERWISE EXTEND BARS AS FAR AS POSSMIE & HOOK END WHERE 2'-0" LAP CANNOT HF IV l :. jm) NOTE: OMIT DIAG. BARS @ BOTT. OF OPENINGS WHERE CONC. SLAB FLOOR OCCURS. HOOKED @ FOUND. SIZE EMBEDMENT 1 /2„0 4" 5/8"0 4" 3/4"0 6" 7/8''0 6" 1"0 7„ 1 1 /8,10 8" 1 1 /4" O 1 9" -1"GROUT AROUND BOLT IN MASONRY MACHINE BOLT (M.B.) OR ANCHOR BOLT (A.B.) CONCRETE OR MASONRY ETAIL TYP. ANCHOR BOLT EMBEDMENT DTL 4 OTE VERIFY PER PRECISE GRADING PLAN, PER LOT CONCRETE OR MASONRY STEM WALL PER PLAN 2-#5 MIN.--f REINFORCING SAME SIZE AS FOOTING REINF. -0" CONC. 311CLR. 400 a —e" MAs. I f A WASHER SCHEDULE BOLT MALLEABLE, IRON WASHER HEAVY PL.WASHER STANDARD CUT WASHER 1 /2"0, 2 1/2- 0 x 1/4" 2 1/2" x 2 1/2" x 1/4" 1 3/8" 0 x 3/32" 5/8"0 2 3/4" 0 x 5/16 2 1/2" x 2 1/29 x 1/4" 1 3/4" 0 x 1/8" 3/4"0 3" 0 x 7/16" 3" x 3" x 1/4" 2" 0 x 5/32" 7/8"0 3 1/2" 0 x 7/16" 3 1/2" x 3 1/2" x 5/16" 12 1/4" 0 x 11/64" 1" 0 4" 0 x 1/2" 4" x 4" x 5/8" 2 1/2" 0 x 11/64" NOTE USE STANDARD CUT WASHER FOR ALL BOLTS EXCEPT THOSE IN "HOLD DOWN" ANCHORS & LEDGERS. TYP. WASHER SCHEDULE DETAIL O A USE LOW HYDROGEN WELDING RODS (E-70). ONLY 0 TYP. USE LOW HYDROGEN — WELDING RODS (E-70) ONLY STEEL PLATE D/2 USE LOX HYDROGEN WELDING RODS (E-70) ONLY THE PARENT METAL ADJACENT TO THE WELD SHALL BE PRE HEATED TO AND HELD AT AN INTERPASS TEMPERATURE OF 350 TO 400 DEGREES FAHRENHEIT DURING THE WELDING OPERATIONS. TYP. WELDING DETAILS 2 'I a a a 0 w rz w E Oft. w 2-#5 MIN. A a z 0 U 2-#5 MIN. Eo- w m 3"CLR. m SINGLE LAYER DOUBLE LAYLR cLR. South Coast District Offioa APPROVED1 f Permit Nod: BY ���• G • EFFECTIV : Dates _ . M V �v tLj AC Q VUl O� �0 V- L1J U � U F, v0 U� cn r 0ul a O) v � V! r Date: 10/2i/Q8 0o2Cvislon:/03/Z1 R�. Revis ion 8/23/ga Revision: " Revision: Drawn Bu: MOAYEDI & VOLPE PARTNERSHIP, Inc.,.` 2182 Dupont Drive, Suit• S- trrine, Calllornla C2812 ra laapao-.�ao r►r (swpw-am 2 1. tx Starter Bd. 0 Exp. Eaves 1-EDGE NAILING -Edge1. Simpson ST6224 1. Beam (See Plan) g 2. Roof Sheathin 1 2 . 2%-Rimosltnor Blk'g. 2. Simpson:,ST-6224 9 2-DOUBLE JOIST IF APPLICABLE 1 2 2. 2X Top Plates 7 3. Roof Rafter 3=Simpson A35 At 48" o.o. *' 1 3. Bearing Cond. , For . ` Q ' 3-SIMPSON A35 AT 48" O.C., U.N.O. 3. Ridge Beam v 4. Simp.H1 0 48" O.C. + 3 4-Alt. Location Of A35F 0 Dbl.Jsts, 4. 2x K.S. ®E See Plan. 6 5. Top Plate - W F ®DBL JSTS. 5.-Studwall Or Beam 6d s ®12 o.c• 4 ALT LOCATION OF A35 /S w/ 1 5-STUD ALL OR BEAM 3 Post per plan 6. Edge Nailing5 1 7. S mp.A35 0 48" O.0 + 6=F/J OR BLKG OR TIMBERSTRAND JOIST/BLK. 6-TJI Or Blk g. m�m 8. (3)8d Toenails 0, Ea. Rafter 7-TJI OR TJI BLK. 7-TJI EQ. E0. 3 8-DBLTOP PLATES 4 8-DbLTop Plates * U.N.O. 9-10d NAILS AT 8"O.C, U.N.O � / 9-i6d Nails At 16" o.c + 1 U.N.O. 6 / WW i ® CONV. '. , * U.N.O. � ,�, � �■ 5 W �� X ;A35 SPACIN .X 10d SPACING U Ul 2 1 32' .1 6 A35 Spocing- 16d Spacing v 0 oQ 8 _ .2 24 .2 4" 6' 7 1 •32 1 12 2 SPACING 7 4• 1g. .4 .*Sta 2 24 2 6 2. 6 1-x HI A35 E.N 9 3 ' 18 3 4"Stagg. -1 48' o/c 48" o/c 6 g NOTE: AT EXTERIOR WALL CONDITION, 3 O 1 PROVIDE TIMBERSTRAND RIM JOIST 3 -2 N.A. 32" o/c 6 AT TJI CONDITION -3 24" o/c 24" o/c 6 ++ AT DET. H'-4/SD2, PROVIDE A35 ® 8" O.C. \11 - 3 LL4 IN.A. 16" o/c 4 w/ TIMBERSTRAND J015T/BLK 8 o AT TJI CONDITION 4 - 8 0 TJI $ V, V s ALT CONDITION 5 EA VE RAFTER SHEAR CONNECTION I' JOIST SHEAR CONNECTION 2 SHEAR TRANSFER 3 ROOF CONNECTION 4 BM TO POST CONNECTION 5 � LLJ 1. 2x Rafter/Joist or TJI 1. Simp.ST 6224, UNO 1. Roof. Sheathing 1 2 Alt. MSTi 48 at Dbl. TJI/PSL/LVL 1 1- E.N. 9 2. Edge Nailing 2 3. 2x Blocking . (� 1 2. 2x Blocking or TJI F + 2. See Plan for Brg. Condition. 2-Sheathin 3. Simpson WB126 or CS16 w/tOd Nails g 1 3 4. 16d ® 6"o.c 0 LLJ 1 3. Dr Beam, or Dbl Jst. 3-Simpson ST6224, UNO MST148 5. Rafter or Truss - N _ 4. Stud Wail � 3 F- 5. E.N. 4. Flush Beam, or Dbl Jst, 0 DBL TJIA`A_1PSL ® Top Top Chord., *U.N.O. 5. Plywd, Shtg w/E.N � 6. Studwall 2 4-Stud Wall or BM. 2 •- V ** 2" Spacing For OS16 1. TJf Blocking (Tq Each Joist When Dbl F/J) 7. 2x Blocking 0 - 2. 5-Beam or TJI or LVL, PSL PER w 16d ® 6" ox 0 a * U.N.p3. son WB126 or CS16 * 5 5 (See Plan) 10 4 6AN 8• L % 4-16de Q F +*-2 Spacing For CS16 4 3 5 9. Simp.TS9 ® 48"o.c 10 10. 2x Blocking 1 2 1 x STRAP PSBLATJITOP RAFTERS PARALLEL 11. 4-16d per Stud 3 5.6" 2 Eq. Eq. TO WALL 12. Simpson LU 10 a j 4�•* �Q 1 ST6236 MST160 _ 4 11 Wrap to t� X Strap 0 Dbl. TJI/ 2 MST48 MST172 9 side 7 2 + 2,_4„ 9. O. LVL PSL EQ. , - t0 8 } 1.4"+' 1 ST6236 MSTi60 1. (2)2x Joist (See Plan) 3 IMST60 - 1 1 0 2. Simpson ST6236 * Q � 49 5.6" 3 2 MST48 MSTi72 3. Edge Nailing y PER � i 2'-4" 9'-0" 3 MST60 - 4. 2x Top Plates PLAN , PER d 2 PLAN *. U.N.O. . 4 Lj 3 ALTERNATE 12 RAFTERS PERPENDICULAR TO WALL PERPENDICULAR DRA IS= STRUT 6 DRAe DETAIL i DRAC CONNECTION & JOIST DRACS STRUT a ROOF TO WALL SHEAR TRANSFER 10 $ 1. Bm Per plan 1. Wood Post 1. Simpson MST-37 1. Simpson MST-37 1. Shear Wall Edge Nailing 2: (2)Simpson TS22 Ea. Side * 2- Simpson MST-48 2. Sm, Per Pion .2. Drop Beam 2. DbLTop Plates 3. King Post 3. 2X Sill Plate 3. Simpson ST6236 3. Simpson ST6236 SEE DETAIL 12" 24" 3- Simpson CS16 * 4. Flr.Ply I 4, 4x Post 4. 4x Post SIMP. A3.5 2x STUDS 2 p - - - 5. Rim/Jst or Blk'g 5. Sin Plate - 0 24' O.C. - - 10 - - - - Min. Min. 4 ® Ea. Corner * U.N.O: 5. Sill Plate 5. TJI ®16" O.C. 4. 2x Blocking 1 6. DbLTop Plates 6. DbLFIr.Joist or Beam 7. Header or Drp.Bm. 7. Single Rim Jsts. 7. t6d Nails at 8" O.C., U.N.O + U.N.O i Wrap Remaining Portion 8. Single Kim Jsts. SHEATHINGROOF of Strap Around Header: 9. Sole Plate Nailing 10. (2)8d Noils,Clinch- # 1 2 2 ° . w 4 11. Ply Web Stilfener + 16d NAILS 0 4* O.C. v, 6 E/S of Web: B.N. 3 4 9 1 2'g11 7 853 4"x2 1 16" 2x RR. / / / / PER PLAN FLOOR SHEATHING WOW. 3 5 3 14' 8 IC: 1'x 2 1/16' OPNG. g w 9 - See Framing - _lj'3 # 3 3 # Plan. Typ. 4 4 4 2x CONT. tu 2 0 1 J J BLKG. W 7 5 -- 7 B.N.-STEEL BEAM SHEAR WALL &ITT HGR ®15A FLR. JST. PER PLAN 2 Cut Thru r Cut Th� 6 PANEL PER PLAN # Shtg 2 Shtg 0 SIMP. A35 TJI BLKG CONT. w 6 Ci 016" O.C. 7Z7W 'Ref. TJ Res 1 Product Ref.Guide 0 SPECIAL SHR AT WDW OPENING ' 11 BM / POST CONNECTION 12 HOLDOWN 'CONNECTION 1.5 CONNECTION DETAIL 14 SHEAR TRANSFER I ✓ Date: 10/27/aa a Qp2/03/4101 Q 1. 2x Nail'r w/1/2" DIA. 1. 3/8" Plate 1. 2x BLKG. OR JOIST w/ Revislon: Nelson Studs ® 24" 2. (2)16d's 16d's ®12"o/c STAGG. (TYP) r7 o.c. • Where Occurs 3. (4)5/8" Dia. M.B.'s 2. 3" Wide x 1 /4" Thk. 0 4. Bm(See Plan) 2. DECK JOIST PER PLAN Revision: Steel Plate w/(2) 5. Stl. Bm. 5/8" DIA- M.B.'s O 1 2 3 5 5 3. PLYWD. DECK . SHTG PER PLAN ReVISIon: 3. End Plate (2)2x HIP, TYP. 4. Steel Tube(See Plan) t 1/4" ®18A 4• -- rn N Revislon: 5. EDGE NAILING 1 5, 4x or 6x Post WF Bm 1 ' oo SIMPSON ST6224, TYP. 6- Ate Loc. of Steel 1I* P/Plan - 6. SIMP. "JB" HANGER Drawn B ' CntrLn Of dge Of Plate o i L=2" 1/4 Bolts 7. "W" SHAPED A36 STEEL BM Job No: PER PLAN " 2 8. CONT- BLKG w/ 1/2"- M.B. �. * 8x8 PRESSURE BLK g 0 24"o/c + (10- DEPTH) 1 1/2" + 2 1/4Affill IF + 3 4 6 3/l8" Thk. Steel Plate w/ TY1 /2" 6 6 1/4" M WF Steel Beam (2) 3/4" Dia. Bolts. FJ Per Plan 8 8 South coast 5.nistriot Office MOAYEDI & VOLPE c PARTNERSHIP, Inc. • 1/4" AT'PROVE E182 Dupont 1hi�e, mite 0 IrL5 3 7 Per t No. - Tt«+'111wa �twtx2r«*+ t 6 FPECT �. 7 HIP BM CONNECTION 16 STL TO' POS-T� CONNECTION 11 STL TO STL BM CONNECTION IS STL TO WOOD BM CONNECTION Iq FLUSH BEAM /STEEL CONNECTION 20 � ry t . 3/8" x 4" x PLATE 1/4" STIFFENER w/(3)7/8".- M. BOLTS PLATE (A325 BOLTS) 1., Floor Joist 2. 4x Nailer w/ 1/2" Nelson ds 0 -�1 0 16" o.c. 3/8' x 4" x PLATE 1) 3. Edge Nailing / ' ; r' 3/8" x 4' x PLATE w/(3)7BOLT M. BOLTS w/(3)7/8"- M. BOLTS 0 2 4: Deck Joist 3/16"' 1/4' STIFFENER (A325 BOLTS) 5. 2x Blocking w/ 76d Nails PLATE (A325 BOLTS) 1/4" IT r PEREPLANM O. ®16" o.c. 3 6. Steel Bm, See Plan - 7. Simpson ST22 FULL PEN. 0 O O TOP & BOTT. 5 ®32" O.C. M ' o TYP. O 1 /4" M o 0 1 /q•• L-8 24a 4 ro O O O 3'-6" MAX. 1 1 2 3" 3" 1 2" 3/8", x 4" x,PLATE 1-1/ q" jl w/(3)7/8', M. BOLTS (A325 BOLTS) STL. BM BEAM PER PLAN STEEL'BEAM STEEL BEAM PER PLAN PER PLAN PER PLAN O 0 1/4' "U" PLATE L=8 L=8' O O STEEL BEAM w/(2)3/4" DIA. M. BOLTS 1 /4» 1 /4 PER PLAN FULL PEN. FULL PEN. EQ. EQ. TOP & BOTT. TOP & BOTT. TYP. TYP. 1 /4" 5M CONNECTION DETAIL' 21 STEEL CONNECTION 22 STEEL CONNECTION 23 STEEL CONNECTION 24 DRAe DETAIL 25 FULL PEN 1. Simpson MST48 1 1. "W" SHAPED' A36 STEEL 1. Steel Beam per, plan 2. Post Per Plan �- COLUMN OR BM, 1 2 Steel Bm, See Plan 2. Beom 3. Steel Bm Per Plan w 5 2. Wood Bm Per Plan per Ian / 3• 1 1/2^ SEE PLAN FOR SIZE P 2x Nailer ®Bottom w/ 2 3. 1/4" Thk. "U" Plate 3. 1/4" Thick "U" Plate w Seat 1/2" - Nelson Studs • 4 2. 3/8" THICK STIFFENER / O /1. 8&c 2 1 2"� M.B.'s / ®32" o.c. 3. 3//8" THK. A36 2 w 2 1 2 Dia. M.B.' 1 2. SteelCBm, nSee Plan lan O / STEEL PLATE w/(3) 3. 1/2" Thk. Stiffener 4. Wrap Strap Around 7/8" DIA. A325 EOLTS 1/4" 4. 1/2" Thk. Plate w/ 1/4 4. 1/2" THK. PLATE 1 1/2" (4) 1/2" Die. M.B.'s rF 1 1 1/ O n 5. WOOD BM PER PLAN 2 M WHERE OCCURS O 6. 1/4" "U" PLATE w/ -- rAi 2 O1/2"� M. BOLTS v 3 \ .1/ 3" O 3 1/4" 6 3 1/4" O 4 2 1 i/_/4" FULL PEN T'In U V� 0 0 lv, . I I I - - I - - + 1'32-� -r PER PLAN W x 'A" IN. "B" IN. W 12x22 8" 6 1/2" W 1200 8" 6 1/2" W 12x45 8" 8" 5/16- BEAM :TO BEAM CONNECTION 2(o •HOLDONN 2? STEEL BM. CONNECTION, 28 5M CONNECTION 2q STEEL CONNECTION 50 1. WF Per Plan 2. 3. 3/8" Stiffener Each Side St). PC Per Plan 1. STEEL BEAM PER PLAN 1. Bm, See Plan 2. Simpson CCT, CC or CCC 2x STUDS 4. 1/2" Thk. x 7" Wide 'w 2. 3/8" STIFFENER PLATE Per Plan ®16" O.C. 9" Long w/(4)1/2" Die. N B's 1 3. Pip e Column, See Plan SEE PLAN 5. 3/8" x 4" x PLATE 31/2" PLATE /(2) 3/4"� , w M.B.'s 1 16d NAILS SDECK HT'G z LAP ROOF RAFTER 1 w/(3)7/8"- M. BOLTS 2 ®4" O.C. < x LAP & SPIKE (A325 BOLTS) 4. PIPE COLUMN PER PLAN /% w/ (3)16d 1/4 4 2 B "J�c� 2 + + a o Z 1/2" l BN 16d NAILS N O 0 C. \ STL. COL. 0 4' Q.C. O PER PLAN ROOF r o 0 O O 3/4" PLATE + SHT'G 19 1/4 TYP. 1 /4' w A325 BOLTS o O O O O. SIMP. A35 f 1/ E E. 1/2 77 2x F.J. 0 24" O.C. Wx "A" "B" "C" STL. BM. PER,PLAN PER PLAN 16d NAILS W x "A" B" 3 W 12x45 12" 8" 1 t /4' 1 4 2x ® 8" O.C. # 5 4 1 /4" W 12x30 6 \" 9" t \" BLK�G. 2x STUDS a 2x RR.. 1/4" W 14x22 5" 9" t I" ® 16" O.C. PER PLAN 3 4 W 12x72 12" 10" 1 \" 3 LV W 12x65 12" t0" 1 \" U STEEL CONNECTION 51 T5 / STEEL SEAM CONNECTION 32 5M5 TO 5%. COL. 55 CONNECTION DETAIL 54 SHEAR TRANSFER 55 EL FULL PEN 1 1. "W" SHAPED A36 STEEL 1. 2x BLKG. w/ 16d's ® 8"o/c 1. Hdr. Bm Per Plan a M COLUMN, SEE PLAN FOR SIZE 2. TJI FLOOR JOIST PER PLAN 1. Steel Col, See Plan 1 Bm, See Plan 2. 3/8" Stiffener Each Side+ 17-2. 2 1 1/2" 2. 3/8" THICK STIFFENER E/S w IUT HANGER / t/ " 1 t 2 / " / " 3. 1 4 Thk. U" Plate 3. Provide Stl. Shim Plate ri TYP. 4 3. 3" x 3//8" THK. A36 3. PLYWD. FLR. SHTG PER PLAN 2 w/ (2) 3/4" M.B.'s As Required. Dimension 0) 3/16" STEEL PLATE w/(3) T 4. 2x,NAILER w/ 1/2" dia. NELSON w 1 4 Thk. Back Plate / / " To Match 8m Widths 4. (2) 3/4" Die. M.B.'s Ea. Side rn m 7/8' DIA, BOL S STUDS ®32" o/c When Required. ) (4) A325 Bolts Total N 4. 3" x 6" x 1/2" THK. WHERE OCCURS 00 \ PLATE 5. EDGE NAILING o 1 /4» N 6. STEEL BM WOOD FILLER E/S O 2 v w/ 1/2" dia. M.B.'s ® 24" o/c ri O 1/4" O N o 1/4" STL COL. 3"4 1 STEEL BEAM 4 FULL PEN 3 1/4- PER PLAN PER PLAN & FRAME CONIC, 3/8" PLATE - 3 South Coast District Off PER DTL 28/- wA3)3/4"- M. BOLTS (A325 BOLTS) APPROVEp D 4 - 1 Per No.�. > JOIST ® 6 PARALLEL CONDITION tty: l i^P}<yCTIVE 56 56 STEEL BM. CONNECTION 57 FLUSH BEAM /STEEL CONNECTION 158 STEEL CONNECTION 15f 1 ,rLas �D STEEL COLUMN CONNECTION 40 lu .0 .v tu (� -' - to tu O O O V .w U� CD' f✓i W O 1-- 0 U U IQ O 0a Q ~ fi D Q I R 9 r�r r Data: 10/2V98 t v151on: Revision: Revlslon: Revision: Drawn Job No: MOAYEDI & VOLPE PARTNERSHIP, Inc. 2182 Dupont Drive, 8u1te 3 - hTine, Cafltornia 62612 Id (W)IN-41M hr (ewirra-eua I COLSIZE A' • B BASE PLATE FLOOR SHT'G• ; W 10 x 45. 14„ 7„ 3/4" .THK. FILLER BETWEEN DECK JOIST W 14 x 53. 16" 10" 3/4" THK., & FLR. JST. w/ 16d NAILS 0 12" O.C. STAGGERED FUR. SHT`G. _\ E0. EQ. N ST22 DECK'SHTG. a 16" ® 16' O.C. gN - WELB.N. VMEREINDIICCATED 1/8 t-I2 EA. END 3/4" Thk., A36 Steel Plate - ON PLANS Baseplate, w/(4) 3/4" + + + + CONT. 16 GA BENT x 12" Long A.B. w/Dbl. Nuts INVERTED + + + + - CLOSURE AS TO DECK AS SHOWN HANGER .. E.N. O O SIMP. A35 DECK JOIST 2X BLKG w/ CD 0 32" O.C. PER PLAN 16d ® 6' O.C. ^ DECK JOIST 2% CONT. METAL DECK OD N PER PLAN BLK'G. 6-0" 2x CONT. BLK'G. PLAN - 1'-6" MAX. - w/ 16d NAILS 43A- 4x FILLER w/ 3/4" e - - STL BM PER PLAN _ 0 4" O.C. STUD O 24" O.C.,STAGG. 2" w/ FILLER EA. SIDE _ "A" & 1/2" DIA. M.BOLTS SM'OR GIRDER 0 18" O.C: STUDS SEE PLAN , PER PLAN CONNECTION DETAIL 141 CONNECTION DETAIL ` 42 DETAIL: 0 FIREPLACE 45 'STEEL COL/BASE PLATE DETAIL 44 --- - 4 /I' T 1, AI& 0---• �.. r.. mpson e: Min.Post Size: A.B Did. in, m edment From Top o of Conc. do de HD2A 4x4 5/8" 12" 5" 1 3/4" HD5A 40 3/4' 14" 5" 1 3/4" HD6A 4x4 7/8 21" 5" 1 3/4 HD8A 40 7/8" 21" 5" 1 3/4" HD1OA 4x4 ' 7/8" 21" 5- 1 3/4" •HD20A 4x6 1 1/4" 36" 5 11/16 2 3/4" •MTT28B 44 1 3/4" 1 14" 1 5" 11 3/4" I. rosi ter rlan 1. STEEL COLUMN PER PLAN 2. Simp.Holdown per Plan w/ (4)3/4" Dia. x 12" Long' 3. ASTM A307 Grade Steel 2. GRADE SM PER PLAN Anchor Bolts With Dbl Nut Anchor Bolt with Std.Hook 1 3. 1-1/2" DRYPACK For Leveling (L-Bolt or J-Bolt) Per UBC 2, Pipe Column Sec.2507 (b) 2 4. FOR BASE PLATE 3. 1 1/5" Thk. Dry Pack Bolt Diameter per Schedule. SEE: 44 2 4. 4" Bolt Projection 4. Mud Sill Plate " 5. Top of Concrete 4 5 (2) 4 pOWELS • To be used of 2x6 Stud Wall Only. 6. Cold Joint # 1 . o�,���, •• Use (24)16d Comm.Nails to Post at MTT28B Only. 7- Ftg.Re-bar per Plan 16" 16" • 8. Plan " 5 1/4' 4. 1 Note: Holdown Anchors Must e: Hol own 1 4 / FF O o be Tied in Place Prior to . 5 ��2 Deepen Ftg.As Required ---- to Obtain Anchor Embedment 6 3 and Conc.Cover. 4 FF The Above Embedment For A.B. 3 is Valid For 1-Pour Fdn. For 2 Pour Fdn, add 6" to the' O O g Embedment. `a PIPE COL SIZE 0" 1 " 1 • 3 , . 4" � 10" 1 D" oIAM XAcw 1 I 3 1/2" - I J IMIn.- SFF PI ANdc - •1 - _ HOLDOAN 'DETAIL 7777F4& STEEL COLUMN / FOOTINIS, DETAIL 4-7 STEEL COL/15ASE PLATE DETAIL 1.4a. If STL. COL 30" PILE BEYOND SLAB ON GRADE BEYOND (343. TIES 0 30" z 24" GRADE BM 6 L TOP & BOTT. w/ (3)#5 TOP & BOTTOM 1/2" LR, 4X LAGGING TYPICAL w/#3 TIES 0 12" O.C. .. - ZZ , - R- OF CAISSON SLAB' ON GRADE rD - a # "2 x EONC..WALL w/ #5 a 0 8" O.C. EA. WAY 3x SILL PLATE IN "''' `" SLAB ON GRADE 20'-0" MIN. 55 fir• — _ + t 4" 0PER FORATED '' • a I • • PIPE INTO 12" SQ. • "d', _J GRANULAR ROCK �I@ s 6' CONC. WALL SLAB ON GRADE N - _ ' 30" x 24" GRADE BM w/ #5 ® 8" O.C. EACH WAY 6 ALL Y 15 22.5' 6" W LL MAY OCCUR 0 w/#3 TIES 0 12" O.C. OR CAISSON 51 fir CAISSON #5 DO LS 55 10" EMBED NT SDt TIE • - TIE BACK ' PILE SCHEDULE TYPE SIZE TIES A' 'd' 'L' REINF. PROFILE TO 30"' 30" #3 TIES ® 12" O.0 33 15' 48' (14) # 11 (V) OAND j 0 30" ®#33 TIES 27' 25' 52' (14) # 11 (V) U 15 AND j 6 30" #3 TIES ® 12' O.0 3 2' 24' 4T (14) # 11 (V) U 11 AND 30" #3 TIES ® 12" O.0 19' 15'- 34' (4) # 11 (V) j�AND 18 30" #3 TIES ® 12 0.0 15' 15' 30' (4) # 11 (V) 13 O 30" #3 TIES ®12 0. C 11' 15' 26' (4) # 11 (V) os` 14 30" #3 TIES ® 12" O.0 7' 15' '22' (4) # 11 (V) c z 3� TO i31 21 TO 2� 30" #3 TIES 0 12" O.C.20' 30' 50' (20) # 11 (V) 5 Cr �TOg 30" #3 TIES 0 12" O.0 20' MAX. 32' 52' MAX. (22) # 11 (V) SLAB ON GRADE (3)#3 TIES TOP & BOTT. TYPICAL SPIRAL TIES Q a3' CLR. TIP. SLAB ON GRADE BEDROCK FTG PER PLAN & 19 OMITTED PLAN VIEW , , N GRADE BM CONNECTION DETAIL 1501 GRADE BM CONNECTION DETAIL 151 PILE TYPE SCHEDULE AND REINFORCEMENTS 53 30"- CONC. PILE w/ (14)#11 (VERT) w/ #3 TIES A 12" O.C. .. o 10'-0" MIN. I 6" CONCRETE WALL #5 DOWELS ®8" O.C. INSTALLED IN 11/16' w - w/ #5 0 8" O.C. 18" LAP 1 " EMBD'T. PRE -DRILLED HOLES w/. BLOCK OUT FOR 3» CLR T SIMPSON 'SET' EXPDXY. CORRUGATED SHT'G. �• (7) 0.60" « INDIVIDUAL 6" PVC PIPE lYP• . PROVIDE SPEC'L. INSPECTION PE POLN c, STRANDS GREASED ALONG SLAB ON GRADE y a ' s TH OBARE BEDROCK j : ALONG DRYPACK r �'• BONDED LENGTH i FAUNNDB i• y: ER FTGPLAN • �..••'•. I r• • z `•�•� • •. t 3/ is ♦ 31 , • • r � •• • . n • SPLICERw/ EPDXY -COATED o r • �' ATE • BAR COUPLER n '' -,• '.:�• - o .• ♦. •�: w�(4� 1�2 - A.BOLTSL (12) #10 REBARS -7 v 12" PLATES 0 SIDES & FULL -HT. LAP LBOTTOM TO HOLD 4'-0" ®SPLICES . �_ .. DRY PACK ;;ouch Coast District Offic v •, 12" PLATES 0 SIDES & •• 24" x 30" GRADE BM w/ BOTTOM TO HOLD .APPROVED DRY PACK '.a' !t j .a' '. •. t ', V. '••• a (2) #5 0 TOP & BOTTOM - Permit N a' .. •�• CONT. w/#3 TIES ®12" O.C. PER PLAN _ L' •' •a. .' a ,r• t TYPIGAL' PILE SECTION DETAIL 441 SHOTCRETE WALL DETAIL 52 C-7RADE BM CONNECTION DETAIL 54 TIE BACK DETAIL , 55 i1 MOAYEDI & VOLPE ` PARTNERSHIPi Inc, 2162 Dupont Drive, Suite S . Irdne, Cal!lornie ,02612 PIPE COL. PIPE COL. 3/16 ; . PER PLAN PER PLAN 1 /4X3"X8" ROOF sHrG. B.N. B.N. FLR SH>+G. PLATE`fW/2-1/2"$ FLR. SHT'G... — 2X4 BLK'G, W/16d FLR. $HT G 1 1 %2 : 3" 3p 3 3 1- /2 rvi. B. 3/16' \\\ HAn 0 C O.C. n „ B.N.BNCONC. 0 GARAGE 2x FLR. JST. INVERTED 'CC' MPSONROOF SHT'G. .. " FLR. SHTG FLR SHPG. N SIMP. A35 FLR. SH1 G A i6' D.C.T,M BLK'G. SlPO D AIN B.N. • • RAT. ROOF RAFTER PER PLAN BM. PER PLAN FLR. JOIST . SIMP. HANG. PER PLAN FLR. JOIST 2-2X BM TYP. . PER PLAN PLATE M.B. PER PLAN 2XRR PER PLAN / TYP 4X FILLER W/ 1/2' 0' 2x BLK'G w M. BOLTS 0 24" O.C. SIMPSON A35T0 EACH SIDE (STAGG,) BEAM PER PLAN ITT HANGER PER JOIST FLR JOIST ITT HANGER PER PLAN STL BEAM " PER PLAN CONNECTION DETAIL 56 57 5& �Q 60 8" STRUCT. SLAB PER PLAN - STRUCT. SLAB W/ 55 0 12" O.C. OP. STEEL C01.. • & #5 0 16" O.C. TOP. ` SEE PLAN . SLAB ON GRADE GRADE BEAM PER STRUCT. SLAB PER PLAN � SLAB ON GRADE STRUCT, SLAB cd . . SEE PLAN SEE PLAN ��� • • • v o T� 177TI=_ r-l--- • • • N N I i I—{ I —�` ,• •• Ida N SEE DETAIL Zk —_III - I • • • • • • • • N III Iil .. 44N I � LL EQ EQ U a ry . • *Cr 8" CONC. WALL z 24' 0 CONC. PILE c4 • • W/ #5 0 12' O.C. k W/ 4/9 (V) 5/3 0 10P k > b N BOTT. CONT. EACH WAY. ad 8' #5 0 WALL do {3 TIES 0 12' O.C. 3 W/ dR5 0 16' O.C. V) GRADE BEAM CONC.,BEAM' N & '4 O 18" O.C. �H) 0 m PER PLAN PER PLAN 5 0 16" O.C. Bn _ 2' CLR. • l•IIIII-II. " { { {=I { { = I I ► 64 163 162 161 I'[ t_4 1-11 III-1 I I-1 I r- _ STRUCT. SLAB II III it III Il II1 III II SEE PLAN I I III —I I IIL,IIL.,IiL.11L..�11...111..111., SEE DETAIL 625 N N #5016'O.C.(H) 3" CLR. —III I I— } b EQ. EQ. OPTIES O do BOL EQ. EQ. • • o CONC. BEAM #5 0 1,2' O.C. 8' CONC. WALL W/ #5 �" • 8' CONQ WALL ° 24' t CONC.P.LE PER PLAN ' " 0 12' O.C. ( V) BOTH FACES W/ 0 16' O.C(V) k W/ 4 (V) FlLL WHERE OCCURS } 3 CLR., j15 0 12 O.C. (H) v UGTSLAB k /5 0 16' Q.0 (H) • LLS • iv a /3 TIES o n' D.C. CLR. SEE o § #5 0 12' O.C. (H) N /5 DOWELS o tr O.C. 3' CLR. TYP. 1 8 4' 0 PER FORATED — • • • PIPE IN TO 12' SQ. a , g GRAVEL POCKET � — 1= N 240 3'-U' MAX � STRUCT. SLAB N n I— CONC. GRADE • PER PLAN I IL I t BM PER PLAN +1 • • GRADE BEAM PER PLAN a Uat IIIIiIi 3 J3 TIES 0 T do B 'T 165 ={ I=1 TYP. ' 66 Iil�ll- 1 1/2 3 STL. BM. I I i=I ! . -III- - i-_ I ! Ii l (I 111 j l j5 016' ' L T �4" PER PLAN — — 3#3 TIES o �\� � COL PER PLAN � 1/4" PLATE W/ —I I —I III I , —, ,—, , —. TOP do BOT. —III—! i I= 1�1-ICI—III -_ 2-7/8" 0 BOLTS. 24• • CQNC.. PI -I I L-li1— 24• a CONC. PILE — " CLX M. 1/4" STIFF.PLATE W/ 419 ( v ,— „—,. Y —I k /3 TIES 0 12 D.C.. • U s w/ ass (V) 111—_I 1—_III: 3" CLR. 0 do /3 TIES 0 12' O.0 .III -I 11— i +10 Z m `. a Z 1/2-XI W 4W/ z 4-3/4' 0 M.B: LTS. 1/4'" vwU W m i 3" CLR. o Z 1/4" 3/4" BR'G"PLATE Z — 3/8' STIFF. W/(4) 3/4 0 BOLTS. _ , EA.,,SIDE 1 1/2"� L4X4X1/4 , z a o STL CHANNEL' 1/4,South Coast District Offi STRINGER, BY _ . STAIR MFG. 1j4"�-8 APPROtErD� PIPE COL. 1/2" "GUSSET,. PER PLAN PLATE W/ 1-1/2" 0,, y, BOLTS FLR. SYSTEM BEAM PER Rif'ECTI 12 1.0 liat. e: �'11 j6� -70 A w_ JJ-1 !L= tU Ul Tz NQ O U w � U 0 0 Q ~ C v ` 6 } �. � C y � Date:10/27/g8 02q 0 RReevisio/03/qn: Revision:05.03.99 R ,visiO6:08.05.99 Revision: Drawn B : EBI Np SHOTCREATE WALL 7'-g„ 2" CLR. 3" cLR. S� n 1 1/4 STL. TYP. 8" CONC. WALL STRINGER STAIR. 5„ o X W8X35 • ; W/ #5 0 8 M L4X4X1/4 — L4X4X14 -PER PLAN PLATE { it _ I � ..; � #5 0 e (t1) f — PIPE COL PER PLAN —1/2" GVSSET. 3/4" 0 PLATETRRV. I I I I :. I I O/ LT II II II II 1 1/4" STL PLATE 1 1/2" TYP. I I / I/ z I{ W8X35 II 3/16 a Z I 1 / 1 /4" I I I I TIP. �' e' Z Ll 1 a C- CHANNEL "0 _ z na II it a o L- 8` ? o I X STRINGER. 3/4THREADED o o m �- II W it I a. — X 1/4" 1-1 /2" 0 BOLTS ROD. IN. HILTI I I I I EPDXY "HVA" (L, a „ " (� 16 O.C. (STAGG.) 30" PILE W/ #3 TIES 0 6' C.C. I=III- z =111T STL. COL. 1 /4X6X10 W/ SPECIAL ® STL. COL. & 3#3 TIES I I- I I i=1' " ° W/2-3/4" 0 TOP & BOTT. OF STL. COL. PE00 R PLAN M.BOLTS INSPECTORS. 30" I 3/4X14"X1a" PLATE W/4-3/4" 0 BOLTS I 2'-0" SQ. 6 CONC. PILES tj 3#4 EA.WAY F.O.S. ® BLD/4 '�4 5" STRUCT, SLAB W/ # 5 ® 12" O.C. EA. WAY #5 ® 12" O.C. 5/8" 0 STUDS X 3" LONG CONT STEEL DECK JST PER PLAN ® 12" O.C. 3/t6 • • • ST6224 4X HIP.ID 2" ® 12" O.C. 2X BLKG W/ • e 1/4• EN. 16d ® 6' O.C. 1" 3/8" STIFF — — — — — — — — — — — STL. CHANNEL PER PLAN KEY EA. SIDE C 12X20.7 a CUP TOP OF BEAM 1/q"'It /\ { TO SLOPE W/ ROOF 1/4" HU HGRS e 4X HIP. 3/8" STIFF EA. SIDE CRIPPLE COLUMN W/ 1/2 BRG PLATE ITT HGR. a • ST6224 2- 3/4' 0 M.8 ITT HGR. '�':JST TJI BEAM JOIST • e STEEL BEAM PER PLAN PER PLAN PER PLAN 4XFILLER W/ 3/4" 0 F.O.S. ® BLO'G STUD BOLTS 0 24" O.C. a SEE DETAIL ABOVE FOR TYPICAL INFO. -7� .� ¢ t e> d I -7—I ¢ {� 1 /4" STEEL TUBE PER PLAN �, ' 2X BLKG TS9 048" O.C. • \ ' W/ 16d 0 6" D.C. \ E.N. 4X BLKG A35 0 16' O.C. STEEL PER PLAN S.N. E.N. `n / \ STEEL ITT HGR. \ \ PER PLAN 3/8" BR'G PLATE 3X NUR .. W/ 3/4" 0 STUD W/(4) 1/2" 0 BOLTS. BOLTS ® 24' O.C. LITT HGR. STEEL BEAM PER PLAN 4X FILLER W/ 3/4' 0 / 1 /4." �� � 3�/8 BRG STUD, BOLTS ® 24" D.C. .PLATE W/(4) 1/2„ 0 BOLTS. 82 ' 85 South Coast Distriot Offic APPROVED © Permil No. ;r BY: FFrECTIV Datet MOAYEDI & VOLPE PARTNERSHIP', Inc. 2182 Dupont Drive, Suite 8 ` Irvine, CaUfornla 92812 Tel ("S)SM-47M F t (9"Oft-&M "AFFL -1.�ANCrw=5� �. L 71 NO , N IS 4 f in.ishes W a i I finish ceiling floor base finishes s m, y a I iance pp man F. . cat. co I or remarks s m. y manuf . cat. lam ps remcirks 5/8" IMPERIAL BD. YV/ # I 2 FIRST O WaII # I WaII #2 WaII #5 W a I I 0 0 0 0 0 0 0 0 0 0 0 0 0 a REFRIGERATOR O A ' HALO H'1UIGT-404G IOOW/' R-50 RECESSED-iDOWNLIGHT A I/e" PLASTER VENEE 5,$"TYPE A 000000000000000 � � � 0 GYPSUM BOARD F FREEZER O g HALO H4'71GT-4g6P IOOW/Alq RECE55EDm-5LOf E.CLG DW DISHWASHER O C HALO HbOOT-1656G 150W/PAR-55 ADJ. RECE55EO . DOWN LIGHT 3 GR= C-ONCRETE O CT= CERAMIC TILE Q TC TRASH COMPACTOR �. ,wO D HALO H-rIGT-I TOPS 40W/ Alq WATERPROOF-SHWR W=,WOOD OO G= CARPET O Lm L1ME5TONE O O M= MARBLE GT COOK TOP 'C E HALO H2-T-20P 150W/ A21 GARAGE. HD. VENT. HOOD O F G5L-LOW VOLTAGE C1501DX 50W/ MR-16 RECESSED "JEWEL LIGHT' O 6= GRANITE S= SLATE OVI OVEN (. 0orG GSL-LOW VOLTAGE �I-T-15DX 50W/ MR-I6 ADJUSTABLE RECE55W "JEWEL, LIGH'f' r. m name 0V2 OVEN ,2 V —.-.— H LUCIFER-LOW VOLTAGE 2000 5'W XENON COVE/ UNDER CABINET W/ REMOTE TRN5FRMRPANT YQD WARMIN6 DRAWEP KIGHLER 1008 IOOW W GSRd LAYS SECONDARY p FIRST FLR O O GD I GARBAGE DISPOSER 1 ®K NUTONE gg60 IOOW/•1W HEAT-A=LIGHT REG ROOM O O O O 602 GARBAGE DISPOSER 2 L PANA50NIC FV-??? CONTRACTOR TO SIZE. FAN PER APPLICATION BATH I O O O O O O Gt O HWD HOT WATER DISPEN' l000 �I,I STONGO 6800 5 15ow FLOOD SECURITY LIBRARY O O O O O Ro 'REVERSE 05 15N KEYLESS PORGELIAN $10.00 ALLOW. EACH ATTIC,/ STORAGE GRAFT ROOM O O BGR I - " . BELOW TER REF. 0O KIRLIN RR-90-118-LF FLOUR. AT KITCHEN AND BATHS BATH 2 O O O O BGW BEjoeYi E COOLER. P " KIGHLER � K-I50'12 q12 I2W EXTERIOR STEP LIGHT MECHANICAL O O 101 O O DWR D DRAWER DISHWASHER Q BY OWNER @ STAIR ROTUNDA EXERCISE O O O 1 O O O F DM REFRIGERATOR DRAWER FOR. BY OWNER EXT. 'SCONCES WINE CELLAR O O O O O O O TUMBLED STONE W ' WASHER , BY OWNER LAUNDRY 5 BY OWNER Q ENTRY PORCH _ FIRST FLR STAIR O O O O �J WOOD STAIR E CARPET RUNNER D DRYER. BY OWNER LAUNDRY � �T BY OWNER STAIR SCONCES SECOND FLIN IDIB r;)RAINER IRONIIN BOARD RAFFLE HOTLINE MATCH GAB NETS BUILT IN U BY OWNER BATHROOM SCONCE BEDROOM I O O O O O Q O IB :. IRONING BOARD IRONAWAY A-46 MATCH CABINETS BUILT IN V BY OWNER SCONCE, IN MASTER BEDROOM 1 WIG O O O O O C O 5U STEAM UNIT MR. STEAM. 51=PER MFG. REQUIREMENTS W/ DIGITAL TIMER, ON/OFF, DISP TEMP. CNTRL INT. HEADS (MSTR. SHWR) W BY OWNER SCONCE, IN KRISTIN'S BATH OFFICE O O O O O O TKH- TIDE KICK HEATER NUTONE c1515020\0 INLINE T-5TAT BATH 3 O O O O O O W/ O O SEC, SECURT"IY $4 00.00 ALLCAANCE MA5T R BEDROOM �O O O O O O SMOKE DETECTOR - $-15.00 ALLOY4AI ICE EACH - WIRE TO SEC. 5Y5 M MASTER BATH 0 O O O PHONE PANA50NIG - 15 LINEN GHI AND INTERG M MASTER WIG O O O 10 O O I.H. INSTANT HOT LAUNDRY O O O O O O IV SE�NOTEFOR O O O O O O WOOD STAIR W/ CARPET RUNNER SPEAKER SONANCE GENESIS AUDIO FLR STAIR TV#i TELEVISION #1 BY OWNER FAMILY ROOM •2ND t HfRD FLR #2 MASTER FAMILY ROOM O O O O O O O Ntt2. TV*3 TELEVISION TELEVISION #3 BY OWNER BY OWNER BEDROOM OFFICE BREAKFAST- O O O O O O O �GD O 1 O O O OO O GARAGE DOOR GENIE PRO 1/2 HP I 5GREicpuvE KITCHEN O 10 O O 1 O 891 PANTRY ". DINING O O O O O W W POWDER O O O O O W O L O W O I. FINAL APPLIANCE SELECTION W/ OWNER. O O O OW WOOD STAIR W/ CARPET RUNNER VERIFY 3RD FLR STAIR 2 PROVIDE 4 PAIR OF FLUSH MNT. SPEAKERS - I PAIR AT EACH FOURTH FLR LOCATION W/ VOLUME CONTROLS AS LISTED BELOW:. .nn A. KITCHEN O O O O OW O OW W%S50NE LD LIMESTONE AGC NTS U. B. -DINING G. MASTER BEDROOM ENTRY GARAGE O O O O O O GOLOR'BY OWNER W D. 'MASTER :BATH ',CONTACT BILL' ANDER50N AT GENE515 AUDIO FOR FURTHER 4A 5TORAGE/MEGH. O O O1 10 1 10 0 O INFORMATION - (714)830-5000. O 4TH FLR STAIR O O O O O WOOD STAIR W/ CARPET RUNNER FIFTH FLR MECHANICAL. FL UMBIN6 , `- •,. • 5TORAGE KRlSTIN'S ROOM O' O O O 1 O 01 1 1 O 10 O O O OW s mb unit manuf . mode I remarks 5 m- ' fixture manuf. . mode I remarks KRISTIN'S WIG 0 0 O 11 FAU i HEATING FIRST COMPANY AQUATHERM tt60MB0-4 W/INTEGRATED COIL MOUNT UNIT UPRIGHT LI LAVATORY I BATH 4 O O O O O AGI COOLING CARRIER 38HDG-060' L2 LAVATORY I DECK O AU 2 HEATING FIRST COMPANY AOUATHERM tt6OM60-4 W/ INTEGRATED COIL MOUNT UNIT UPRIGHT . WGI WATER CLOSET I ELEVATOR ' O ;. COOLING , CARRIER 38HDG-060 WC2 WATER OL05ET I FAU HEATING CARRIER 58MXA-0807I6 COIL=CK3BXA-048 T/5 I TUB/ SHOWER f _ NOTE s MATERIAL A L L O W A N C E S' COOLING GABBIER 38HDG-O60 TUB I MASTER TUB �\ \ -: �' I. 'CERAMG TILE ,O/ PORTLAND CEMENT PLASTER. ON WALLS AND CEILINGS INSTALL NOTE: ALL PRICING INCLUDES INSTALLATION, - CARPET 8 PAD ti40.00./ '50. YRD. v5 VEGETABLE 51 �\ 1/2`" EX E PLASTER 2'.;". GYP. BD. WALL5 TO RE E VET5MOOTH TEXTURE. ARCHITECT TO APPROVE TEXTURE PRIOR TO FULL',, APPLICATION. 3. GARAGE FLOOR TO RECEIVE EPDXY/POLYURETHANE COATING BY FIRST GLA55 8O0)'Q45=8225,' COLOR: TAN 8 BONE #C-220. COLOR TO BE APPROVED. BY "' A GHITEGT PRIOR TO FULL APPLICATION.South CERAMIC, TILE FLOORS $15.00 / S.F. CERAMIC TILE COUNTERS $25.00 / S.F. MARBLE 'FLOOR TILE $20.00 / S.Fr' MARBLE COUNTER SLAB $55.00 /.S.F. TUMBLED LIMESTONE $25.00 5.F t Coast riistrio OfYic GRANITE .COUNTER SLAB P $6 5-00 Per t No, ' • THE THERMOSTAT SIMPLEX , 2000 SEE ELECT PLANS FOR INDIV. LOCATIONS 85 BA K WH WATER HEATER BRADFORD WHITE 1OOT- ZCSN. (IDS GALLON UNIT) GA5-RECIRC. PUMP 24 HR./ 7 DAY TIMER SERVICE NK WGU ININE COOLING UNIT SPLIT SYSTEM W/ REMOTE COMPRESSOR. FAN COIL IN ROOM - SIZE PER MANUFACTURER RECOMMENDATIONS I. VERIFY FINAL FIXTURE SELECTION W/ OWNER. .' . - 2. CONTROL VALVES FOR 5HOWER AND TUB SHOWER' SHALL BE OP THE/ PRESSURE BALANCE OR THERMO5TATIG;MIXING.VA1.VE TYPE. 5. MAXIMUM FLOW RATE 5TANDARD5 5ET BY THE CALIFORNIA ' ENERGY, G0MM15SION: 'WATER ` " ws wATER'soFTNER SEE WATER SPECIFICATIONS SHEET A-3.t INSTALL UNIT w/ POTASIUM CHLORIDE I. PAINT;INOIDE OF DUCTS. BEHIND.GRILLE, SUPPLY; AN +� W/ FLAT BLACK PAINT. " CLOSETS: ', 1.6 GPF SHOWERHEADS:'; 2.5 GPM Byt -.,LAUNDRY FAUCETS: 2.2 GPM 51NK FAUCETS: . ` ..' 2.2 GPM :,��cTrv>; 1 • W '. 10 1— s co U .x W ca u co W D ,own ,0 W Na a N o, V $ . M 4 � W D u f ca • g' W W J.r m 6, e m z s cot Qf e 4 9 <: = W W OW u � G b m � a � z ► ° g, t o IL fi r- Date: office check Corr. Revision:6-Io-aa I � BUILD'G DEPT CORK.' ' RAYi510n:b.21.�t9 3 � Revision: - P >t Revision: � . Drawn , B � �:• Job Noe44-028#{ S. ay�D ARC,y o� O. ' .. No: C8012 - pF CAL�F� It".. , „ ;,; , l-r' a 1 . {.: FAT TOP I. -I �' I1 � . �,�.�I,�_,'�I0­_,I 1I_1l .I..I�I._-, :. 1-1�,__I-r ,t;:-I,�" II�� I.�­�1. ". .��1,_�t-.-� �.'".,III.�I '� ,.,;II,. � ,. ,1 ,,� .,. ,I ''ttI. I,�_­�;',I.-__,11I� .:- ..,%".,_.,,I�. I 1",�,'� �_I�-,,, '1;� !,�A ",­1�".,X,.I . J��I ::� -,I�.�I..'1— �11':1..1,,� � I_..%1� !., 1` �..,-I.-, ,� ,'"I',:.r,,.-, ,�11�.-. -',.',- _.' I"-,1,".:qII1- l­:.�* �I, �1.�-� "�,���;'.-1 ,1.,', '. �,I - "t.­l.�, -�I,�., �� — ,1,.� I� �� .11. ­,L1," II"�, , ',­"�1",r;"I��I I ,.r1, '' ­ I1.. .',� .� 1. , l�l .' : l ,���., .:I.1. I _l .I �1*'1 . 1 ,�,, .�',­ I .1.�1-l�:--�, I,d:-1 - -�r_.. 1.:l.I_��'�� ''"�.III, ,I -­�II, .1:1'--.II �-_�.; .I ,`I� I .. -11 '. 1I� ' . '1,��, , I" - _..1�.,,NI', ,.. ,1. ,,,I.1 -1�. 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TION' "'a: `SEE GENERAL NOTES DIVISION OA, 8B, BIND OG FOR ADD'L'INFORMATION. _ - x2' F •SEE GENERAL NOTES DLV1510N 8G AND 8D FOR.AD ORMA SEE lO'''OI'X-1'�O'I c� G W/l0` O" T6 WIN ABV' A'. • .'"3'--'' 6,,. ,`.X°. '6' 6"' 84 3'-6"x4,`-6" "DG W/ 3`-6"x2`-O° F'ABOVE • '.. I 2. ,THE.SYMBOL'TG INDICATES -TEMPERED GLASS AND"SHALL' BE 2. ALL BLAZING 1KVOORS SHALL, BE SOLAR"GREY TINTED AND', 1 IOOCIO , - ELEV ' I. ETCHED ON THE 6LA55. I „ , `: '. „ „ „ ALL WINDOWS'SHALL BE FULLY WEATHER STRIPPED, FLASH T MPERED, S5 ( AND,50 INDICATED ONTHE- GLA55- - 13/q,E EXTERIOR DOOR 5. 4 -'- 6 F 3C . 'I 6• • .SQ 4 -6 x5 -6 DG W/ 4 -6 X2 -O "F ABO1/E. I ED, 3. 'ALL EXTERIOR'DOORS SHALL BE FULLY WEATHER STRIPPED, FLASHED, ,• ,22050 ELEV ' =' .6" X 7' 6" gQ 4'-b"x5'-6" DG W/ 4'-b"x2'-O" F ABOVE" T6 I ALL WNDOWS SHALT"BE MAtgJFACTURED BY PELLA WINDOWS W.K.O,' •`4: REFDER TO HI CEAF2DWARE,SGHEI�UL - 154 ELEV EXTERIOR DOOR G 4' E FOR DOOR HARDWARE, SPECIFICATIONS.. 3 „ ; LL WINDONIS SHALL BE BACK PRIMED AT THE FACTORY OR, WITHIN, 5;� REFER TO THIS SHEET FOR DOOR ELEVATIONS FOR ABOVE LISTED DOORS. 1B/ . 2880, D,. 2, . -', O X ;. ' 5 O Q ' FIXED . TG P 4 2880 a B PAINT +" l 8 36 HR5 OF DELIVERY TO SITE. b, AL.L 6'l KISH DOORS SHALL"HAVE 1 I/2 PAIR HINGES.- DOORS OVER b'-8" •E � , 2'::'- '0" z •X 3' 6" OQ SINGLE CASEMENT T6 I b. •ALL OPERABLE WINDOWS SHALL RECEIVE SCREENS. HIGH SHALL HAVE'2?AIR HINGES.' FINISH SHALL BE SELECTED 21OSO i'�/4'. B PAINT ALL' WINDOWS SHALL MEET STATE ENERGY REQUIREMENTS'F_ OR 7.24•. ' BY,.THE ARCHITECT.. - " , F, : 2.`, = ` O ' X ,' 3' b" Pj SINGLE' CASEMENT T6 L . `ALL WINDOWS.FRAMES TO BE VINYL' ,. t.'•ALL.OUT SWIN61N6''AOORS SHALL, HAVE NON. REMOVABLE PIN,HINGES. _ 6 " 2650 15i4"•' : A PAINT -I a II p . .REFER TO EXT. ELEV5./ WINDOW ELEVS. FOR WINDOW 5TYLES,'OE?ERABILITY, ,8. ,SEAL ALL"DOOR5•WITHIN,56 HOURS OF ARRIVAL TO SITE.. 13/q'I- �. PAINT . L "G 2 . - ,.,3 X's ♦$ O 8— `FIXED TG I NUMBER AND CONFIGURATION OF BREAK-UPS, q, 'A,LL VOORS SHALL, HAVE -FLAT TOPS AND BE PAINT GRADE MDF U.N.O, ? 2480 :AND"TEMPERED GLA55 LOCATIONS. IQ..SEE EXTERIOR ELEVATIONS FOR DESIGN OF EXTERIOR DOORS - U.N.O. f3/q" A PAINT . • H,L. 2'' e'" X' -$' = 0. OQ - FIXED � - O,:INTERIORdM1NOOW5.5HALt. HAVE CLEAR, SINGLE GLAZING _ II. ALL DOOR SIZES Tp BE FIELD,VERIFIED PRIOR TO PLACING ORDER. 8 2(?SO - O IN WOOD FRAMES UNLESS NOTED OTHERWISE I2, DO NOT'SGALE DRAWINGS ,. q _ 3080 15/4" A PAINT . 8— FIXED T6' I : ALL EXT. GLZ'G 5HALL HAVE" 50LAR GREY TINT, DUAL GLVO ® ALL - I3/q11 4 PAINT K'.. " ,3'- :O°'" " )C '1:`,�j' = O" OQ SINGLE" CASEMENT', " 1 .LOCATIONS EXCEPT MITERED WINDOWS WHICH SHALL RECEIVE. LAMINATED IO 3000 GLA55 W/'SOLAR GREY TINT. 13/q" A PAINT _20 MIN W/ SELF GLOB)=R C�. ELEVATOR L' 2' "` "O. ' . 6`" - 3" 5'Q SINGLE CASEMENT,I , I .'ALL WINDOW SIZES 70 BE FIELD VERIFIED PRIOR TO PLAGING•ORDER.. - II 3050, 1 . DO NOT SCALE DRAWINGS.' 3 „ M 6' - :O'•,' X 6' - 3" 8Q- 61-01x4`-q" F W/ 6'-0"xl'-6 F ABOVE . .1 : 12 2680 I /a A PAINT A x> _ ,I. - .. : - - - - , 13/411 A FAINT NT I R - - 1 13 2480 TIGHT FOR "WINE STORAGE N, 3' .= .,O . _ X .: 61 OI, gQ 3'-O"x4'-6" SG W/ 3'-O"xi'6" F ABOVE - TG I WINDOW LEGEND ,; O; .4' -' O" X'; "6` 4 OQ 4'-O"x4'-6'` DG W/ 4'-O'.'xl'6" F ABOVE _ TG I 14 OMIT F -FIXED WINDOW SEE Px Omit ^ " - 50 -SINGLE CA5EMEN7 WINDOW 15 3L 13/4 ELEV EXTERIOR DOOR-TG DO -DOUBLE CASEMENT,WINDOW Q 2' - :.'O X ` , 5•' - O." 8 ° FIXED DEGORATII/E" GLA55 T6 , , ALL WlNpowS FLAT TOP U.N.O. - . Ib 3080 PAIR SLIDING ELEV EXTERIOR SLIDING GLASS DOOR TG ` '. l_1 „ p IT 2680 PAIR 13/4" SEE EXTERIOR DOOR-T5 ' R, ailO. X 51- D : g- FIXED'DEGORATIVE GLA55 TG V,IrA3i.I. I& I �07� ELF/ 5 i'. 6, X: .71 _ O11 0o FIXED -ABOVE DOOR.33 TG �i J IS 2680 13/q,l A PAINT . . T `;3, O" X 3' O" O 6 FIXED'- TG I MPERED GLAZING SHALL OGGUi2 AT THE FOLLOWING: 3' ONE OR M LKi SURFACES HIN 3 GHE ON OF Iq 3076 13/4" A PAINT . " I. EXPOSED BOTTOM EDGE LE55'THAN IS INCHES ABOVE THE FLOOR- - THE PLANE O Tk LAZ'I I3/q" A PAINT ' ;: U: ` ;,''2,' - ' O" X' 7' 61' qQ 2 -0 x6.-O SG W! 2 -D XI -6 F ABOVE I •,EXPOSED TOP EDGE GREATER THAN 56 INCHES ABOVE'THE FLOOR. 4 GLAZING N B OR SHOWER ENCLOSURES TO BE TEMPERED GLAZING 20 2676 V 4.' -, 3: X 7' - "6" qQ 4'-3"xb'-O" F W/ 41-31XI'-6" AWNING ABV I ` WHEN WITHIN 60" OF TUB OR SHOWER FLOOR. . 21 2676 POCKET (3/4" A PAINT ' - - �I - , 22 53-76 DING" , 13/4 A PAINT - ` W S,' O X q' 3" , 1OQ 5'-O"x7`-a" F W/ 5'-O"xl'-6" AWNING ABV, TG AT8 X-'.? 6 q 3-8 xb-Q F W/ 3-8 xl-6 AWNING A8V I©OR�t 1O3 PAIR IFOL 23 2676 13iq A PAINT Y -5,:_ •'6 X 7' = 6" . ° .3'-6"xb'-O" DG W/ 3'-6"XI'-6".F.ABOVE I , I� q 24 2680 PAIR 4 B PAINT Z 2, _ „♦ X . 6, _ Olt qQ FIXED TG I 25 2880 POCKET 13i4" B PAINT . - Al', 3' -. OI, , X '.. 3'' O" . 0¢ FIXED TG I 26 2480 154" A PAI T ' BI ,3,'"_ OI,',=X .-61--_6„ . 0Q .FIXED - 3 27 268 POG 13ja1, PAINT C1 .`' 4' O",' X 5' - 311 76 SINGLE CASEMENT TG 2 " -ti , -_ , „ p . ' _ 134 A PAINT 20 MIN W/ .SELF CLOSER. (g ELEVATOR . 8 26b0 POCKET D1 3 O. • X . 5 O 8 FIXED DECORATIVE GLA55 TG 2q. 3080 EI ° 3' O" X„ 5' - q" IO Q FIXED 1 30 3080 13/4" A PAINT PROVIDE LOUVERS. 1N DOOR- M1N.:100 50,IN. FI 3. = 0" X' S' _ a" Ipp FIXED I - 3 3I 28 13i4" FIXED DOORS"T0 MATCH DOOR 3 LIB. LEEV 61 4' O".. X 2' - : 6" ' " 6 AWNING - TG I - 2 80 13ja11 ELEV FIXED DOORS TO MATCH D OR 3 ® L .HI I n X „ O - , - 33 3686 SLIDING LEV EXT I G DO ,., . al ... 3, t .0;,6 X ''. 4.1 _ 0" 15FIXED 2 = ®. - 34 3080 DUTCH , 15/4„ A REV EXTERIOR DOOR Kl 3' t 0„ , X 4, 0„ 15 3 FIXED 2 35 2680 POCKET isja„ A PAINT LI 31._ "O JC ' 41 D,r- 15 .FIXED 2 13i4„ A PAINT LADED 6LA55 - ` - 15/4" A. PAINT " 20 MIN VV -SELF "CLOSER. @ ELEVATOR 36 5080 BIFOLDING M1 , .2x 164;' X 3,__ 6„ bg SG , - - T6 I: NT 103 NT 405 - 31 3086 - NI- ' 2' - 5", X 6' - On 6e 3 PIECE UNIT / SIDE5-50 / GENTER-F 3 3P2456 43i4" A "PAINT 01 2' -;6" X 2' -. ' b 6 e FIXED OVAL TG 5 STAALE 5 BLE - - 5q OMIT ,_-' P1 2` = O°'-:, X _ 3' =•. _O" 68 FIXED )r ' . 40 306 , 15/4" A PAINT 20 MIN WI SELF CLOSER of 21 6r::: X'' .4,, : 0" 68 FIXED W%'SHUTTERS ' - 3. 41 30'76 15411 A PAINT . RI - 2' 6" X 4.' ,-_ O" - b B FIXED W/ "SHUTTERS . - 3, ` , ' TYF INTERIOR DOOR STYLE. . I 42 307b 13/q" A PAINT 51 2''-..:2"_ `X ; 2' - 6" 68 .FIXED OVAL 3 SEE ELEVATIONS FOR EXTERIOR DOOR STYLES.. 43 ,1607q.ROLL-UP- PRINT E X NG "NEW GH" TI 2'' 6"-.;X 4' -.:0,1 68 FIXED "W/ SHUTTERS 3 NI_ M - - PAINT ODORS TO MATCH "PHO OULDI TE 44 C107q ROLL UP # NT105 I NT403." . UI 3' - O" . X 41• On 15 FIXED 2 VERlFY FINAL SELECTION WITH OWNER. .. 45 21076 13/a A PAINT VI 3110," . X.. -,4' - 0': 15FIXED ' 2 46 4086 . - 13/4" A. ELLEv ENTRY Al .'''3' - CT'` X 4' - O" 15 FIXED . _ 2 PHOENIX MOULDING - 47 . 2076 13/4" A PAINT - FIXED '/" ABOVE DOOR 33 I TUSTINWGANUT V - 13/a" A PAINT 20 MIN" W/ SELF CLOSER C� ELEVATOR A E 48 3076 XI 1"'8 O , X 1 .6. 15 . 714.544.6152 .. 442668 PAIR ►3iq" A ELEE1/ EXTERIOR-TG 50 2668 13/411 A PAINT VERIFY` ALL WINI70W5 WITH ., . : " sl 2668 13/4" A PAINT .- FELLA ' . �{4q.26I.5g4�F 52 2668 PAIR IS14„ A PAINT , CONTACT TIM G I EL' - 53 3068 15/4" ' A PAINT 20, MIN W% SELF CL05nR ® ELEVATOR FOR ALL WIN170W5 - - 54 2068 13/4' A PAINT . PROVIDED .BY PELLA 8 13jg11 A PAINT .EXTERIOR . 5.3068 13/4' A PAINT . . . " - - ' - - - - _ I - - - I. . .. _ ti - - __ . ,_ -4 ` _ VERIFY ALL EXTERIOR DOORS WITH . . - FELLA . g4q.261.54144 :" . „ - CONTACT TIM GIEL ,•_ .. , -. t . , FOR ALL WIN170W5 . . , ,,­ .. PROVIDED BY FELLA , . . - . - . .. • I - , ' HAR:; WAR . . ` ' .. , - . - BY OWNER , :. - - ` . ' .. • " ,. , ,, ` . . . - South Oo'ast,District'Office . 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I I !. ! ., t I I I .4.� III I. .,�; ,,.: .I . ;.;i:,I1. 1 : !iI �._I: I t.I­I II . I i`�:I �I- I ) .��-1� I " I 7II � . ! I �. �-m ,,. I 1,/% L. '._-.� WP k1I II, _1 .i,'�,t1l..-I9 ft -IoI.",,'�L�_�"­-I ,,. .t- ..L) EIf. I',,Q""LI1- ; .1.1I 17I1I,� I '.1-.- I iI. I!. . .I I. .II I II 1FI� I 1. II1. 1�.1I 1.� =.,-­ . 11I :.1II 'tf.. �I . I. ' I .. ..1­ 11.I 1111­1�.�.I1"I1, � - �1­�L. �1� I1. -. .�.,�I"II 4� 1-I �, - II"I, II . I�I I, �- ,�.r.­ � I,I_I .. .I I. I I .-I.-1 -I. � ;I�, .� t.I-.I1II I,I,I-, z - t_I I7�.I-�� �'..r-I1I;IiII: 1 �I,,1­-�/��1\ .KI ._- _!� ,�I 1-.I, I-. -.�7�"I ,%U,�: i-F-6m%1j.IIt q . - . , ,, , . , . GENERAL NOTES AND SPECIFICATIONS It ip t., 1�nq + . - POOL REQUIREMENTS: - Lu tD M , , GONSTRUGTION NOTES. - GENERAL NOTICE TO CONTRACTORS - .. _ - - ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO I HFSE PLANS SHALL CONDUCT THEIR OPERATIONS 50 THATALL EMPLOYEES ARE PROVIDED A SAFE , + 9 . , RACE TO WORK AND THE PUBUC 15 PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS Silk, L COMPLY WITH THE "OCLIIPAT ONAI_ SAFETY AND HEALTH REGULAT ON5" OF THE U.S.. POOL AND / OR SPA ARE REQUIRED 70 BE FENCED ON A!4 SIDES. WHERE A WAIL'OF A DWEtLN6 ' m � - H .' TUMBLEDCOBBLESTONEEhMPWMEEVM5IONJT.AGAN5THOL5EANDBETWEENC055LEEANDANDRANDOMSTONEWORK,GRMSHALLBET HTANVCOLOREDTOMATCHSTONEWORK.PM'STONE5" DEPAATTIENTOFLABOR,ANDWiTHTHE5TATEOFCALIFORNIADEPARTMENTOFINDUSTRIALRELATIONS-CONSTRUCTION SAFETY ORDERS'. THE OWNER AND OWNERS'REPRESENTATVESSHALLNOT .• SEAVF,ASPARTOFTHEBARRIER. DOORSWIiHDIR'cGTACCx55TOTHEP00LTHR0UGHiHATWALL' 4V w REQUIRING70BECUTSHALI.I{AVEGiTEDGEGROLMTOREBEMBLEATUMBLppGE:5E4LPERAER(AMERGANEN(MNMEMPLRECOVERi:,-M1G.)T�ECOML�JDA1bN5.CANTALTtMRfWMBt1RNAtjP4)987-87b6. 1� SLOTTEDTRENGHDRAIN.SE'c'TOA_ENG;NEERt DRAWINGS - --, BERE5aJN5!BLEINANYWAYFORiHECONTRACfOR5AND5UBCAMRACTORSGOMPUA EWffHSA1DREGULATONSAND02DE45. - - : SHALL BEfDUIPPEDWITHANA(ARMWHICNDRODUGESANAL1dIBLEWARNINGWHENTHED00RAND1T5 ,V=4 F� k"I _ -. - SCREEN, IF PRESENT, ARE OPENED. THE ALARM SHALL SOUND COMIN YJUSLY FOR A MINIMUM OF a C) � • '_ �lrt `CONTRACTOR FUR HER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPON�SIBiLITY FOR JOB SiTE CONDITIONS Di RING THE COURSE OF CONSTRUCTION OF THIS PROJECT, NGLUD M1G " THIRTY (30) SECO DS IMMETYAT=lY AFiERTHE DOOR L5 OPENED AND BE CAPABLE OF BE NG HEARD' It . V � �( , 2 , CONSTRUCT SPAPER'POOLCAN'TR?OfOfL�'iSTRUGUMENGNEEREDPLANSAND5PEGfiCATI0N5.CONTRACTORSHALLCONSULTWIMDWNERREGARDINGCONTROLS..JEfSANQPEBBLETELCOLOR. 1�0 DRANINLFf-SEETOALEfv'GtNEERI�DRAWINGS. [ I - I -� I I . , _ " WETY E LIMITED, TO NORMA, WORKNG HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, THROUGHOUT THE HOUSE DUR NG NORMAL HOUSEHOLD ACTlVmFS. THE ALARM SHALL AUTOMATICALLY . Q m LL , O - ' ' .. . ' INDENT PERFORMANC RK ON THIS PROJECT, , RESET UNDER ALL CONDITIONS. THE ALARM SHALL BE EQUIPPED WITH A MANUAL MEANSiSUCH A5 A F- . : £ , OFALLPER0N5ANDPROPERfY TNATTHISREQUIREMENTSHAL APPLYCONTNIOISLYANDNOTB . N FY AND HOLD THE OWNER AND HIS REPRESENTATNE ! ARMLESS FROMANY AND ALI UAB CITY, REAL ORALLEGID, N CONN CT ON WiTH THE E OF WO FAUX STONEVENEERAPPUEDTORETAJNINGWALL. SEE ELEVATION DRAWINGSFORVSUALGONCEPT, PROVIDESAMPLES*0SHOPDRAWINGS5HWN,GATTACFR'IEMMETHODSFORAPPROVAL.SEAL I . _ � r - TOUCNPADORSWITGHTOTEMRORARILYDEACVATEiHEAtARMFORASINGLEOPENui, SUCH 00N o - - - p� 17 aLZAss DECK DRAIN INLET sEE TOOL ENGlnitr.� DRA�l7NG5. EXCEPTING FOR! W.B2ifY ARISING FROM?FIE SOLE NEGLIGENCE OF THE OWNER 02 H5 REPR<SENTATiVE. - . , N O N - „ 3 (AnERCAN ENV RONMENTA RECOVERY, INC.) RECOMENDATONS. CONTACT MARL AmNBURN At (74) 9678786. iT SHAD. BE THE CONTRACTORS RSPONSIBILTTY TO ACC59TAN THE LDCATION OF ALL UNDERGROUND UTILITIES OR STRUCTURES FROM RELD INVESTIGATIONS AND AVAILABLE RECORDS PRIOR TO DEACTVATION SHAL LAST NOT MORE THAN RFTEEN (5) SECONDS. THE DEALT VA11DN SWITCH SHAH . C n UN ., COMMENCINGAN'YEXCAVA'TUN, BE LOCATED AT LEAS,FIFTY-FOL'R(54)INCHES ABOVE THE THRESHOLD OF THEDOM PROVIDE wT £ . - - "' := FAUX STONE BOULDERS CONSTRUCTED ON SITE CALORAND TEXTURES SHALL MATCH EXSTNG BEACH SIDE BOULDER CNCROPPINGS,'SUFFLY 5N1PLE5 fpRAPPROVAL SEAL PER AER (AMERCAN EMARONMEMAL ' 18 STAIRS - SEE ARGHn'ECTLJ¢al_ DRAWINGS. - - - - - - - . r ,. - PRODUCT SPEGRCATIONI5 FOR ANY PRO�SED DOOR ALARM SYSTEM AND SHOW ALL LOG1T10t5 ON Zip - _:,.,RECOVERI',INC.)RELOMENDAiIONS.'C0MAC7M+AQ;INNBUR•1AT(7W)961-b786. - - - ' ., 2.LONCAETEAND REINFORCING STEEL:. - - - - .THE PLANS. - - N� _ , !�7 „ - CEMENT FOR CONCRETE SHA11 BEA STANDARD BRAND,MEETING THE REQUIREMENTS FOR TYPE, V CEMENT OF A57M SPEGIFCAT ONS C-150. 'PORTLAND CEMENT ,' a lI 19 d F'T. HIGH 5 x B x 1G CONCRETE BLOCK TRASH E'vGL.O5U2E ALL POOL FENCING SHALL COMPLY WITH THE MLLOWIWa Rr-(7UIREMEMS: Oz R rJ INCH WDE EXPANSION JO M, SEALp WTH W R. MEADOWS DECK0•5EAL EXPANSKJN nAsnc eN sHp W H SILICA sAtiO. w aRTo BE SELEL ED I . MINIMUM COMPRESS VE STRENGTH OF ALL CONCRETE TO BE 2,500 PSi IN 28 DAY5.1: 212 31r MD( WITH 7+O GALLONS OF WATER MAXIMUM PER SACK OF CEMENT., . O ` . - - O WALL WrTH FAUX STONE VENIE Z - , - MUM A30A/E FXTERIC2 C-R4^E. - - ' " ` - • . . . . THE LARGEST PRACTICAL SIZE OF COARSE AGGREGATE L P TO 1/7 SHAL.L BE USED N THE GONG . HEIGHT: 5 MM W �L • 1 � //''�� O GtA55 PANEL FENCE PER r FG. SPEC. SEE NZCH. DWG. MINIMUM CONCRETE CLEAR COVERAGE OF[INF. SHALL BE A5 F9LLOW5: CUMB43 Lf Y: 45 M N MUM BE WEE OUTSIDE HORIZONTAL M M9ER5 6� BF10W DECK 5PAtAU PMENT RDCtl1 PROVDE REquIRp UnLmg PUMPS FILTERS HEATER ANo LENT NG THROUGH wALL.PER CODE.: FOOTINGS: CONCRETE PLACEDAfiANST EARfH._3 , CONCRETE PIECED AGAINST FORMS FXPOSED?0 EArt H.. 7 51AB5..1 t/i, ALL REINFORCING STEEL SHAL BE DEFORMED BARS IN OPE ING5: td MAXIMUM OPEN SPA._ BETWEEN VERTICAL MEMBERS. . . ACCORDANCE WITH ASTM1 A•615 -GRADE 40. 6 ` 21 F1p C STONE PAT O, SLOPE TO DRLVN SeAL PER AER RECOMENDA 0N5. ALL BARS AT SPL GFS N CONCRETE SHAL( LAP A$ FOCI OHS: GRADE 40 5 40 D ANTE ER LAP. ALL GATES SHALL COMPLY WI HTHE FOLDWING REQIAREMEMS: Q , O ax 8 TUMBLED STONE BAND SET IN MORTAR BEON 61NCH CONCRETE DRNE PROV Dc T GH TOR AR JOMS. CONTACT MARC W15URN AT (714) 967-6786, ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS SHALL BE SECURELY FASTENED IN THE FORMS BEFORE PLACING THE GD%RETE. GATES nU57 CO PLY WRW TH SATE REQU REM MS AS fENCNG, /n�� - - ' �����{ GATES MUST BE SELF [LOSING, SELF LATCHING, WITH THE LATCH AT A MNIMUM HEIGHT OF 547IF IT CAN ' ' V $ - . REINFORCING STEEL SHALL BE SECURELY TED N PLACE WITH 1B6 DOUBLE ANNEALED - FI WIRE. BARS SHALL BE SUPPORTED ON WELL-GU�D CONCRETE BLOCKS'OR APPROVED -METAL CHAIRS. e '' �� - _ 22 -LOW 57ONE PLANTER WALL s 16 HIGH. - •` WIRE FABRIC SHALL CONFORM TO'STANDARO SPECIFICATIONS FOR WELD WIRE FABRIC FOR CONCRETE IZNK:RCEI'{<.M', `A5M A-16-64. - _ I BET ALH FROM THE O11T51DE _ 1 tS 1 5 FT HGH LOCKABLE_ METALM PAINTED TUBULAR STEEL SECUR'tt GATE. (MEET MEET POOL CODE REOUIRE?1EM5). - t � I ' - � - GATES MUST SWNG OUT. � " _ - 9 - . . 3: 'MASONRY: ' z 3 ENTRY GATES SUBMIT SHOP EXCEPTIONS: ? ,, , - I O CONCRETE WANING_WALL SEE TOAL r"NGWEERNG DRAWNCfi.' SANOBLASTNJD STAIN SUR=ACE, SUBMIT TEXTURE S COLOR SAMPLES FORAPPRO✓AL. - .. �, DRA�AnnJGS FOR GATES. - _-UM MASONRY SHALL CONFORM TO THE REQUIREMENTS 0FAa5TT'T GgO GRADE N. MINIMUM GOMPfcF55M 5RENG'TH SHALL 6E FOR THE GROSS SFLPON OF BLOCK . . - THE BUILD!t'K� DfFlCIAL MAY-P8P201rc THE FOLLOWING A.TERNATIVFS: _ . CEMENT FOR MASONRY MIORTAR SHALL CONFORM TO THE REQUIREMENTS OF A5TM C-150 r"UKl ND GEh EN ,TYPE 1, , Q . IS MORTAR SHALL BE 13 V2 GEMEM1T AND SAND MIX WITH V4 PART APPROVED HYD2ATcD L ME OR LIME PLI Y. TYPE MOR S. s - f 4 DECK L NE OF Ews7;N0 DECKS ON Ea 1.SEIFGtD51NG, Wfiti SE F LATGiIW DEV CES, NAY BE SU65T U ED, FRW DED7HEYARE INSTALLED 10 11ETALL�p AD PAMIp TUBULAR STEEL SPA SEG R(TY FENCE. SUB I f SHOPORAWMGS FOR APPROVAL. �' SIDE OF PROJECT. GROUT SHALL BE 13:2 CEMENT, SAND, AND 3/8" PEA GRAVEL MIX WITH A SL LIMP OF 8• TO n-, - - - - - AT RIFT' -FOUR (54) INCHES ABOVE THRESHOLD. o DRYPACK SHALL BE 13 CEMENTAND SAND MD( In " ' - i .. / ALL RE NFORC NG STEEL SHALL BE INTERMEDIATE GRADE DEFOORMED BARS CONFORMING TO ASTM A-615: GRADE 40. ' 1. - -. 11 1d' DIAMETER DRAIN HOLES THROUGH RETANING WALL FGOTING - SEE TOAL 6JGNE'rRS DRAWINGS. . . . , , E.XISTI N,7 - . . ' 2AUTQM411G SAFETY POOL COVER GONFORf•AN''ii TO ASTM E513-89. I . . ' BUILDING NG STEEL SHALL BE LOCATED AT THE CENTER OF THE WALL UNLESS OTHERWISE N01M ON THE PLANS, LE RETAINING WALI_4• " / .. ES OF REINFORCING STEEL SHAi L LAP 40 DIAMETERS OR 20" MINIMUM. ' ., DECK SE t ESSORY 5 .. i' " ALL REINFORCING, STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SECURELY ANCHORED !N P. AGE PRIOR TO GROL' - PACK p NGFS / GATES / WALS AND CTH-RAG[ TRUGTURES = 5 i PARATE REO ARID TOR fE • 12 TUBULAR 5TE'1 FENCE ON TOP OF RETAINING WALL SEE ARLICTL' ri DRAWNGS. (MUST ME_, FOGL CODE REG ). . , - , , a -_ ,- - . _ _ _ __ _ _ _ - __ -- - ---__ . - � SFiUWN. P FTHESE ITF1'Ca 15 PART OF 1hl5 REV�['W ' 3 14 8" 9 24 STRUCTURES OR METAL FENCES WITHIN 5 FEET FROM POOL OR SPA REQUIRE ELECTRICAL BONDING.. „ I O13 CONCRETE GN5EON5; SEE TOAL ENGIN'EERNG DRAWINGS STAIN 1540LAST TO MATCH WALLS. _ _ 7O (05 r00 55 5�J ; ' / • 2 11 i t S ,POOL EQUIPMENT NOTES: j' E 14 RAG ITEPPINGSTONEE 5ET ON F MORTAR BASE ALLOY! s3' BETW�N STONES FOR PLANTING. - - , - 40 :' ' . ELECTRCAL OUTLETS WITHIN 20 FEE I FROM POOL OR SPA TO BE GR. SPECIFY IF MMY RECEPTACLES ARF -- WI1F IN 20 FEET. !JI cT r +,�.. 2vtbc ,rat k• ._,_ y:. _ ";�-.'i" % ' Y` 'Q r d . * ' _: ,Y 1 POOL / SPA EQUIPMENT IS WITHIN40 FEET FROM THE PROPERTY LINE. SPECIFY THAT A TEST BYA 0 . . 1 ,I,, 4"" . •:c » ` T» .BATIAT THE PROPERTY L NE P RTNB .IOD'o S EQUIPt1EM ODES NOT GEN RATE M ORE THAN. " 1 y 1 1. d> i9 - c T1 R FOPERATNG t� 12 9 z- a : < ,sue.; v HEATING SYSTEM MUST HAVE AT LEAST 78%TH_RMAL ErAGENCYr AVER E PROO ;f' rlo- ' ' ! a I ` " ', s� INSTRUCTIONS, NO ELECTRC RFSISTA%LE HfATIMoi AND NO PLO: LIGHT- ' . I .. C I t L S Y / i i _ 1S ` •r«7s: .r�v>r -,.v, x°.5 __ram',!-i 3: rr, f;.{p .. _ - - `-4'{f °•%55 , . O - .. '. nz "< :M`-. +`'.'Yi• Contractor Shall•Use Ftbermlxl5teal h Multi l ment Fibers la all on rete PROVDEATLEAST36'OfRPEBE WEEN HERLTERAJDHEATERTOA t11YFORTH_FUiIREADJiON ,r,- =s,! 'r --, ` .. t , fl a C c s N U - - ' ' a^ , 3 : 5 ''�:_,- « ; F 50 HEA NG EQUIP, MEN. - O . ' ' 4 Z.. 0 Ak w - r !F.�vla,•/. 'S�,." 'Kp '.1 :`M1 i, 7'.. '� :;Vr,S,i}'" .ii' J 51eoHh ber!sasecald rei F t; .a,- MV nfarcertlenfaroraet'rackETxgra. Iberlt'b(Ste�{y - ."i'f l5 LU 1 a-. .) } ry [ ,''e : ',;; .\-•� '-:�'r � .a L > ,.. , t �in-wee2 I R 2'P -RIVI AT i r - 4 » /- herz ae no recommended s n' comrd `m s 2% PtW DE A COVER FOR OUTDOOR AILS OR �JTD00 SPAS XGEP FO R1OL5 0 A D[ NC I 11 r, r. '+.` -•-i- = f .Io, Y' :��9 _k" 7�,'19.• - :�, _ 1n - t . ... s` - - 1 R v -RG-Y. . :�+'t.' ''r `.I', •�"� y-. c:r LEAST 60 % OF THE ANNUA HEAT NG ENE2GY FROM S E SDW ENcRG f 1JR R GVETD EN[ 1' .:.: . ='� '..- sxn .y - )/,//./ mot•^ , . ' , Appn:�mn Rile -The stcndard range of additial of Fibernux 5teatdl fi`,ers s 0.75 to 3D Pounds < , V J m,i' r i-' a ?Z 4 [ L[ of H MP H 'n •. .'2• A M 1HATAILNV5I,EP 705_�ET ORJNNTE lY '.-`x..`: _ T GRGULATION PUMP MIST FIAU TI E _WITGi U n'.a -;F, .eta ; ;5-- .�- 4 .,` - '. perabtSartlafcaarvre �ngonperfomm�ceregalrements. Rbamax5tmhhmlitl%lamer, `z"' - - _ . f: •v a % 21 K . DEMAND PcROD. T. oFF-aFA ELEGTR (V ,..e... - - ' : - 4' .. j. i< <., hbe�aewaabeM114'an03 enghs > :;r A .... -.1: LIBRARY _ -• w a, y i . 5 % '^ > Y,` r.'_ h '.Ns ' l.V✓ ..^> . ` �', 3 .v.,_^tr'I ' , h UNDTESTBYANAOUSXXENGINEE215 QJ2cJTOO[-MON57RATETHENOS_L•"VELFORTH. i' i M ,• r \ ; Fbernvx Reaft fibers be added before„durin or afrer the _ ASO . it r ;: , '� s9 : i r r ;� �Y 9 dmrgsg apaa^.on _ ct the amrol .=h=: _ Q 3 C^` f PJt1P i5 LESS THAN 55 D8A AT HE PROPERLY U ,a;"<•;:.... <. - > .,,,. mix plats a m the tuck mbee. Firermi>< Stealth fibers cre uniforndydiztriolted rtlroughout the `, `' I - N i 1. . -/: 7,t, .Y ,. st :_.r v. s," ( , €' ?' r?u'. ;: _ p. -,,. x'a>,, '.>?.', - - - LJ- - ,.,. s '�';^� ; �•t`:t- ?Z ' . " 6'• �,,': conaetecyermllon'ath ratddtlmeands . Cvermi>dn wltlndaherits Tee: 5 - --GENERALh1ATERIALSPEGFILATION - ". 9, 9 7erTamro 2�J O ', a, i , '4.x`,5.4., 3"S ,S.`y,'r.( ,,:r 3' `:.':-i` .5fty4 L� y`.`•'` i .e•, ':�vo.. g - e 1 i/ i r rl/'I`».e'_/j•� f.,.,;,'+' .r v < . r _ - 1: GROUTC.ELL--W1TIiRENFORCED 1 7 j i , 'r .�L. ¢, 5a `l'.' V STY'' :- . �''. M'%'` '•'' `" .... , ^ - - �- ' ',; - i .x •� :*,@'' o• :bet; ; ;a„ •• ' . .e - t a.y -'. , I I n r.. _ � - 2 . - C@7EAT PER ASTM G150. .. t, s* -a..: r,. _.: a.-, i �• .U.:"�,: • . Gude speclflcaTo !� i - - , , 3 Yi _�. , i : s �u,, ',ySt �:n� _'- . . s+S,e - - r , ''`a (� _ _ .. - Pl RnAND CENT- - >� r -1 PA4T' ty<�'' Fe "`'�Lt. e. ti N` �d,. �' i$ :' d . - a r- L�_.: t ' ,A-., .Tye 1 - _ .., a .}. �._..,.<` :; ��+' 2iO3FlSLKFESMD Ni- I. �' __ `. a fibers i be l W percem vi gin lypro a rtuh fi aAent @uan es ex radzd from ° A, CV �;. ,l'1�`' nn n re e doeflmm� s t^w 2PfNR SCDARSER ,, E Ir , . xr rt•�z';a„ pdypropJ!ene rests calm g o pro sse erhl .fibers oust be specmmlly �"�. ,g.i - .-- t e a d �io+„ - u �,.,� [� ;;_5:i .i, ' �..:-- :, -) rmnufactured for use as concrete secondary reinforcenent, volume cubic prd sldi equal a L 1 1 ��:: e f� ax'• - .. RY _ �" _J'- v -• (� r 11 ..'a'i ' P•+- ";: _ R I FORGING. .,_2v0'JO s.�. , '> ." c 2 E N gg ..i i �' ''�%x"..': �. �''"� - i=i''s �� I r' ,•- %� m. 1 li n d ELM �_` mum of D % and be alto roof. Rberz must coil viAfi a Icable b:nUl wdeza A, i f r $.1. ,.n - - D PT 9 :• ^, P c w4. $' ' '» % ,.Mt y .� `4c �'.. n.r :.,. r s,». ,�1116. Rber shay be rron cmred Flberrneih dlVsior, 5 ehciniWstries 40191n �' /" �" r r 76 F j: ufil b)' YAth (JuSfrY ,, ,' `,i* .i - - - i ;';UF'. - -� '; .�'. ai. �� V J :'a: ;^ ;.:Irv: 2^. a. 741 1s,e+ W d' w.n= Drive Cheawo a Teane USA 3 6. (65 692-7243." `;c. ssee, ( ) O y ..''� .:•l: e r 2 :» 5. >'4> • < , y y.'''z `; - - _ 3. MA50NR C_1y^0%- r , . ;lh`�� �:ZY,> :-;A• a3>. . ice.: Who- LL'-''. p 'C :erKa f'F .Y y„ ... , - - O ` g : fi ,.i . :.. _ • GRADE'A` PER A5 M G15D ' .,�� p -_ 4": :;> J 4 CONE ETE. S00 off C f, - +t,A'r it `Y ix 1Z v V 1' 1 , 'rr'" w : U w i r - Y (3vT rR TM G50. e A 28 5 LENT AG y . L'L DA Z• $x 9 5- .' i Lab• P T4` , \if,. '`C lr r. n.. J `'a >, U .� ' _ f Co. '-xr�"'es, .n 1. il.. aP ,x%b _ i n 3 GAR GARAGE r O -'r , --ram. _ I 'i'^. ' :.y `"� ;' :ir' � , , �,,. � �] /� ` f"'r RA1 WAL'. N,�S AGANSt ' �. _ - �'�^' �. x.:� t`.2• `_M,6i-, ` . r' a,-.;x,' .. :,�" - - LBRARY .•�. , � ':rm ,. J _ ' S POU f0011 o r I .i, -`i; • i, •2'' : �',;"'S3>" r,. �A- ., - - ^)i ,I Irl^:.# r..T`1,_ > ;;,' �,'c..,T �:.�.� ;"',.; - •.1 NATURALUM1,.,TU .,r t ., , - o RBED EARTH. w .,p ,,;,.r: i., ' •r ( 1• il" ,. _ z - ,. (� _f, l O . , � a�s'i „s �, • � .�, •S .�- ,n ti'1=' - Y �_ •Z•t„ l 6. TFIEF+ION_LAM1'D5„AFEARCA+fiECT !.1_ I =a., Vic'%F ^' i': ,.. TH t , BOA.; N . o- :�"$. .I TT A2ENOTA55 OWN. ` t E , FSTTE LOND IONS Y : r <:. - U C r � t* '' a, S 3 z ,Y. L r :. t V :A. �. ro s� r x ¢ i ,r. • i ke1 ,,.� ;7,'• y,"S]' - '::n' J rr nr., - §.'>' fh ,y'. ' � - ' 7. THESE LOTIONS AR_ NOT VALID FOR SEGIiRNG 1 0 . r � F n t. _ ,2 ni'.* ,$,?. �i' :1,..' �'il �•\ .fi„� t�3 v' ,. -. ,p... .'.., rY•,... , : // ` _ �..a.; (:) _ {. .Y`' +Y-:, ru1';' ..r'S•a.-a. - ?z>" 1 I I II @:a•• `'<' z � � fi.. ,x:.: .>'�. �:: °a^'. BUiLDINGPERMITUN.F5556M1EDIT NK. a ^ )'' - yp - - 4''. �} G It , -hY :F.. .,'�"" fir. y - !' - 'V': I `T,I 'rt '..Y ... \,-1 'r '� _ .v51.' r. \t:: AA.A f r 3 ,y :{ Y _ ^`i i 's;". `.� `'2r'. �1i I ae ., '1" .f♦ ''i ,' L'`T yi is V Yi. , t{s' "f ,y�-fit, k, K.,>'u.,itl F ",,d L I yi(" •.1 _ x' d`ri: R v Gi,"i' l .. .:Y:"'•> �':z CSit( "C / ��{/�� Y 1 1 tr I I . � .i tl ." , StS.. v „ , jf\� N '-J <d' f o-� Yr {.a r,.'v 's� i2:*>r. tfi. i. 1 ' 1 1 ,�� di.'.,,, ,»F?+ 3' ! ! w �-� ,J :.'> -t, ice_ - P i 5�'3i :' , - K •i. 1 r ♦ I 1 o 'r �1 e �. t„- - - ,S<< A I 'T. L F I r +SY .Y �,t.. 5 V-. 1 1 ?={. ..t:j,i i•;,,^r\ R».-q p(ya tl�LJ 'r... ,`r� <sYA '.r "' ?''r ra �:i:.>- , - 1 I 1 f, i W - '%f +C: y{,piR, 71. �,' '.< - I 1 I 1 J -�'' ey 4 a`;,,", } f',. ,.r Aga -�,, %wy�"ii% t. 1 - t if ' .k, / _ !J- r .x .' --c n'l - 1 'a - - - x •8 A �•. I :t �' �,: "; F.F:E.32.00 . c 21 cc I .9 �' c i rr.7..Y a O -.. ELEG/ S<+. • ,>..>;' 4 fit. f - 1 1 + l - �l f, Y }- .T<+T, 9,•a /f✓i' • Q SPA FS'iUIP. - ff - / t -.,7 •`:rei';i f' rsb �'d `':-'H i`•r ':K,'4c, E `}C: - 1 1 +a ••.-t `> .+ .L: ,i- - g / +'" '22: ' 1 .1' RpQ1 BELOW -.; d. .•.p,„;w , .`4'tN. .a n. >f: . i'F- `-cP 4 yl '>'y :V` ti ' %'::3'' _ : - I 1 .r .1' `f, r - _ v w ,. h " • p fr -'t, s ' r K- ,>(b,.L ,b .4A..o-2"iF'i^ C _ 1 1 1 Ib, A�r.'t Ir - .l h fir:' \Y S$, / ,' .''>':' ';j>-. ,f '1; ,x.ti"- 'i' :%4- -:,• ? /. i,'" 1 (? , r, ;a' -�,- y - 6 - ;=2 ,"'t .lt. .£ . ':_ewr. '. 1 i ';.�' <'r:.. I " . y:' ''L. tz.=;'. ..`G> <v,* ,t�•..� ,Z. .s 'ate v: `" _ 1 {,v . '_' F.F.E.ro6.00 , 1 I - •,�,. ,�.,-. ,` i. FI' ' s:s-u .,�a -f; ':(: �4 $o� �}. .,sS t:. .. , 1 l - r.. 'r,`.;,.'v" - ` ..� I z `J� i a{1` . R, . '. �=�.' •,<1. 4, k., by 1 'uk 1 1� - 1 , ,y t 5 ��: x; F.: .a L, fv: .I t ' '" i=£ _ 'F'4' `_` `Y a r 'Z,`Z >�,,: ii>Lc`J,., JF i� ".,C I r •. tl r , - GE ERAL TRUCTIO NOTES: .,I',<:.'' �' uf.`. �'� ��t. 3,`�� N GO N S N -1 - - ;d''a�;,Ar.;r .8 •?+. ,4.t �,;f--�;;•, �>.," r 3t, i 1 - w . h-a .. ,, .f _ d'1 .. s'�°n' A E TER GH RED N PlA E i •. t, . LL STONEWORK SHAL RECEIVE AGONCRE7E SUB SE WITH NO. 3 BAR AT 18 INCHES ON G N 2 � , ';; s J[- "'!i S T ..+ H K NG. BASE AT DRIVE. A 1 F NCHE • T ICI GO _ - c LONG CENTER OP LAB. N RETE HALL INIMU TH GKNESS O FOUL$ I 5 6 - - -/- - :�- S GO G 5 BEA M M ff .�� .x •r 14 �' 9' t ?% o r. fr. I ,, 11:�� .* I ,�It�l ��� -I.I� 0,III1-111 � k. .liIiiloI OL r. 2I,. II � .­ ,I .i /' .fl o-� ''CZ••% K:c,re. fir,"> >ti,� - - %.H.,o'.;, .). - J - > - x``i °,,aw - ALL HAR V P TIV OI .. o. - e- >•. ->,,.- - - . � , , �,�.� . ' b -a= ,�: ;�,,,; - DSCAPE O ER 1' BAND BASE AND 90% GOM ACTED NA E S L. - _ ;,."' ;.<<. .N - - _ (�,AL�FOF�, - - �,�, - ��A: , � ,�' � � N,A f`OA COMMISSION , w _ ,y �, a, -�,> - - ,•' 1 - T � a. uuTH COA r �, STRICT .i. , > =-_ ..-- a ;.L. ALL CONCRETE SHALL RECEIVE 1/2' "FIBERMIX STEALTH MULTIFILAMENT FIBERS' AT 3 LESS- PER f,.1J- YD_ rT r„ .ti :,�" �� �. ., wt SPECIAL CONDITION , O . ,Y ;., _ u-; o >1..,,>' 'S ' •.:5,': ,'r"�; ..cL` >,A ti: yam_ •.r' I _' - - 1. o- .t zn ti : �,':. 'i-: ,<5 r. .!'� .. ,,t .: iu: T `q n..,d 4, .. � Sys .;J"` :4. `•Y" ,`:' il' Gv` - :.'l� - i i , -�fi , , c .._ - :K` - }::: t y' >= " COMPL N �.! : .., � �' „� � _ � .' CE DOCUMENT '' - : •' -" ': .'�•�� � � i *-u ,� - F I H 1 L SATdD AS EJ(PAN510 JOINTS. x_ •ram: __z ..,. - c - �, �, .�i, a., �, ,''+' _ GONTRAGTOR ,SHALL PROVIDE DEG K-O-SEAL EXPAN51pN MASTIC INS ED W 7H 5 LIGA N .,y^ - �--- , 12 ���c,,;, s,. , ;'; �^ � ' 3. �_ '! I CDP NO. - m - �:�` w 5 �i,:' K-. 1 sti � '. ! RA R -r �`�� "r�- GONT [TOR HALL' L HA F PE MITS�WHE E NEEDED. . A' _./.,'x rat'* 3 �:: r„. .;i);' �' :{ti �> : � r�` � , #- b ,.,,�, ; S BE N G RGE O PROGF_551NG ALL R ',�, ->s CONDITION N e) % &' -- .>�. r h ,3 _ -. - - i Rt In �T _ 1. r, nl?i -I •I � - - _ e a �� _ ,. r. r ' '' ---v:_ii. ACCEP ��1 t r Y. ,;` ..(„ A '��. ALL S NE SHA -E PPL ED Y R I G ONTAGT MITGH SPENCER AF 949 425-$796 r r ?`'`' = i - v` �� �--`:%<. r s)s'% - t. �.- TO L.L B SU I B MODE N BUILDERS N . G - ( ) ,�: - t :r oe "�' , %'�'�' ��.6t� e+u>µ Wn{r ,,».r �M. r% +�} ,ti':f:.e r?=.:i . s.) :,,,.,. - N j G , xYF;t, , f-� ..,1 v - : ^ - ,Y .}, - f l.L -r' 7. . o' - - � _ o �ILi�I %' ,3^' _ / pia ` =a•; 1 « 1 _ ,a .'a's ,t'` s. ,,cF,�,'2 v§r. `.i3 ;: t. "aF; 'a4. 1 ��LL _ _,,,�, ,- v x., ``z: r - f YI L R T DO 540 4 ": t' - , r A TA T B 1 LE 8 ".' n' - r LL N THE BOLL ER L E U P T L ER AND 5T NEC N G $O A %s s. A D 5 SHAL B 5 P LIED BY SOUTWES BO D O O ( _x 4i r u a �a 1 K ' ! r � n i : S,-J 1 � . `nJ.5 ', - :�Y 5 �' w •��- `�� :� -. ,���. � .'� INTACT ., ` . , ,v..:L ,.>'' ALL STONE WORK SHALL- BE SEALED PER AER AMERIGAN ENVIRONMENTAL RECOVERY LNG- REGOMENDATIONS. GO i - T. _ v (. d x @ a to Y i S 'r .�' � t'IARC NB RNA 14 O 1 � Wt U T 967-878 ll T' <7 6 ih 1C as 1. t "r i s ;t ra• ct•>. s^„`. v' tic, 2q tr et Offs c t 1 / E rfi '-ii D ,t % a e, - I t•:v , Ir I, l t. i P ,� - r m L, �;t; 1 ,�.� 1 t' U F a' s • ra iY 1 A_ i � d. j�_ .�T. [i ci ')i�1^v i, .�:W :s I r,ly.a '1 � - I _ _ L . + - i A r y.-v :ti.,a..3 'r .r k YA: >n :'{,` 4,"Iit,, ,l 1 _ . _ 3 k �:+rt:f z' �l t IrY'r'' l ! U L' �.. 9 $C/�LE: _ }1 s r f t, i 1� X< }r LlJ N �r _ n-1 .I`-. Jj`.( i 11 M 1 4r ,•Ara 4 I T I' �� - 4 -JJ, � r • 1 ,� DATE- 7 99 t j +' .r+ "A' ..t_�` ^<?, ..fir, :'fi' _ %.,<. 1 �1 - - :, D tes •IV i - - ry f , _ - - r t tits'. :'�F`'ii tY' 1 "X It II i _ � yy 1! I 'iL Y Vi Y• NB . ,� - Y / DRAW D:P_ it 1 - .:�.^ ref \_ .E N. ix+J, , �", ... 1 1 :� 1 t �� t i i �! i r'% r - } i 1' ' �'1 1 .y I -. i' r� i �� M r 1 Ir 1. e 1 „ y i 1� 1� I r 1 1 i �'1• Jr i , , i 1 f' r�. I I I - 1 I II x 1 f i :, I a. k 1 ti I t I �Y I ■ J r N HE ET 4 1 ( 11 I I' 1= 4 l it- 1` F' � 1 I �t 1' i' ' r 25 1 . -' ' '`! J - -mow - �- 1 I ,1i 1 { r l 1 - 1 I - •1� - I '.1' i ' 1 fI t'1 '1 i I 1 S 1 i . 1 I p -1 - - - i ' I 't I l i .r 'P,' L 1 1 _ _ , _ , _ - - NORTH 1 =e- - - - - - i 1 ) I��� �1 ' i , , '1L • 1 1 t` �t s� e �i -we i/ 1 � 1 v 1 i� 1 i' _ - i ,' l } L� 1 - - 1 _ 1 1 r� 1 't' SG ALE a �1 - I � 'I 1 2 At�HOI _ - i i :�l. r . I i - i d t ./ ..l / . 1 'L - - - -,, - I - I ,. 11 F . 1 1 �• , . I 6. 5.' 1.' -r 1 r - - 3 7 - _ r, - - .. r - _ _ 1 _ - -, 1" 5 4 O 24 - _ 1 2 1 6 _ _ 4 2 i '� .r .7 ' ,, I' E' - _ I' ,. --. - -. - 1 I " - - , - "- _ _ - r j �. - o' I i , I n I- r ' R -M � I 14 I - r , i �f`-" GRA(�HIG GALE' I , , , �' 1 I> II . - , .. ". .1. . -IPROJECT. . 500 LN. FT. - 16 V 20 V IF DISTANCES FROM TRANSFORMER EXCEED RECOMMENDED LENGTH5 AND WATTAGES, " c . . EXGES NE L RO W LL AG_ D OGGUR AND LIGHT OU7PlJT WILL R T G .A LY DIMILyISH. CENTER TRANSFQRMERS WHENEVER POSSIBLE MAKE CABLE RUNS AS SHORT AS POSSIBLE TO REDUCE VOLTAGE DROP. SIZE GABLE AND TRANSFORMERS PROPERLY FOR EACH , ALLOW ROOM FOR GROWTH OR ADDITIONS TO THE SIGHTING SYSTEM.' . I , IT IS RECOMMENDED TO USE EYELET FLANGE SPADE OR SPADE TERMINAL CONNECTORS WHEN ATTACHING CABLE TO TERMINAL BLOCK STUDS. ' THIS ENABLES ADDIT ONAL SETS OF : GABLE TO BE USED AND 2cDUGES THE R755 BIL1 iY DF STRAY WIRES 70 TDUGH FROM ONE • CONDUCTOR TO ANOTHER IF THIS HAPPENS, ARCHING WILL OCCUR CAUSING A SUPER HEATED. CONDITION AT THE TERMINAL. BLOCK.-- ' ' 5 N :. .- 7.= V .`'. ;,..'.: -. " .r n .,1, _ .._ 600 LN. FT. 17 V -> _650 iN.` FT : `" ° " 12 V ' t,. ; •, • . fi• 700 LN. FT. ', 16 V - 50'' N. FT.; 4 :20.v. 'a° __II 800 LN. FT: 20 V - - HOW TO USE DIFFERENT VOLT TAPS. 12 VOLTS 12 VOLTS EXAMPLE: If the first light tests at 6 volts, subtract 6 - -B VOLTS +' 4 VOLTS volts form 12 volts, which equals 4 volts. Now add the 4 = 4 VOLTS ' = 16 VOLTS volts back Into 12 volts'and that will equal 16 volts (thus) r9� L"I.G'H T 'N-G L '_{,- Er;G E.N''D .. ,: s ,.,; -I. l - _J . A , ( } ,.;. SYMBOL.. DESGRIPTION / GOL.OR MFG. - MODEL NO. LAMP VOLTAGE NOTES` - - COPPER AREA LANDSCAPE,/ PATH 'SAGUARO FX LUMINAIRE SP-20 20 WATT HAL.. 12, LOCATE z12' AWAY FROM ANY WALK PATIO. FROM MOW EDGE." LIGHT, T2' HIGH, PETITE' OR :1B' ® .. •.WELL LIGHT .. ` FX LUMINAIRE - RS-35-LG 35 WATT HAL-, „ - 12 SHINE AGAINST WALL OR TREE-- TRANSFORMERS SHALL BE PX-600-TPC I - -' o . CAUTION: HALOGEN LIGHT- OPERATED BELOW 10 VOLTS CONTINUOUSLY WILL =1 cN AND " - HAVE BOTH. ILIFE AND LIGHT OUT PUT t 55 THAN THE ABOVE IFFLUORESCENT LIGHTS • FROM THE. '". WILL NOT OPERATE UNDER 10 VOLTS." r , . EDUCTION OF 11TTED FOR THIS.PROJ- VOLTAGE DROP 15 INHERENT IN ALL LIGHTING SYSTEMS. MAKE GABLE RUNS AS SHORT AS ' ' FOSS BLE FROM TRANSFCRME4 cENTER THE TRANSFORMER WHENEVER POSSIBLE AND MAKE - MULTIPLE RUNS'TO ACHIEVE THE DESIRED COVERAGE. - . CONTRACTOR SHAL 1- USE SILICONE- FILLED SAr-ETY WIRE CONNECTORS BY °KING — CONNECTORS' MODEL NO. KING 6T FOR DIRE_ CT BURRIAL LOW -VOLTAGE LIGHTING SYSTEMS. I. _ _ ps:., t } ; -r ; .-� is - . t i ." !�• L 3 yyq �r r n as, -. i if I r(. "^,�a i'G a r , _ 1 _ r r r rf "-.-,I"'.�,.*'`t.4".,r .� Y''a;v i -iJ•r J: it `•'; i'-; , ffiN1 CF4:`i;Ti -r - . �':i c K\y1`h. +- r - - • - t ,*) .- II _',., -. �1 u.. ,ds d '2y9 _ ` „', r�o<a.s f ;J y-. I ,r<2:I ,. ..a .r �z >r ..,,'{ !,ts , 'r 3,,.. !- ^� rt. .ISM ` s; , -' a ,, �r , ^ - •'�as> ao" 'h);-tip= +`:>r - - , • .. .;fr �. �A� I vr, s% E fla • g NSTALL THIS MODEL IN DZ�INED AREAS. Do NOT a >' ' •mod:, s,2' .'¢ ir'� ,y<p?e'F� .-'�n'FnG»; z n < L ..�'. ¢ - r.�'s <> o ,•f+:.'`l - II '9_� - ;f ; ;, - :- .g s� ., .x; .as(n - INSTALL IN LOCATIONS THAT ARE SUBJECT TO .. t.''-.*''y ..Y� ,`.J'r?c =.;f- {.F=``�' y .<. }ii^<Y r,.�'r rt, :?�_ ,',+yC. ✓� r nJ ..t . . `- "t a y •:d j L \` 1`� I' �r �. ` I ��.; , - G - - - -vrt /�,IR. I.��I -�. I .�R� �I I. -I--�II. I ­I11 t �I -�"I ,I"I-.,. �, 3. A.11'I1- _, �� -���_�I III -..-.I��- �T DI a`��- < AN N.� WATER AS IT 15 NOT UNDERWATER HT. d AN UG bti . 4 , w J --­`��­;,I-,,,_,f.It,`" F ) IIM -1;...A � , I.I �.- .i�_.. J.II .� �i 1.1,� 1 �- _�I.. I_ �I- I _ .IIl' -.;., t . .!�- I - , ,..� I 1I: _. - 1,1.I11. �-J _ ' '. .I-�.. I I .� 4 'Y - �u� - , b,C t.�,. :�yYJ S T. !, f �44'' �^r^�, „ i~iit r'i11''1i� j .C. - , a :. _ - - ,. - :aF iV V Y-.iF- ...'3'.v R, \e ,J^ .. �� k' ., �5 ly u'-G, "- ." ;4 •' ,. t ¢,�. - - . - i F - , +,r<,:; ,;Y �Y .,*T r ..,3' a. ; :l' v','eyro,"% '?.'' - -. - - . a---.: r�.. , � 0 oi: "t bn. i'ti . �`rs�-'? .='a=o� #.t,-'$ , y� �, ,<� _.r . ;r-i�,'; !a'i " a2 . - . .. - - - s ,,-_: 11:-FWM4: o.- `� do-;%' ,.5,s-'.:_ _ _ t `r.. -, - , yy'"!f S-`.i-:1 V ..i xI'-'M, _ 'i Ns` i�ti-�' I Z _<, j,. ,. i I. '@?i' .A't �•fi:r .M •x; t x�. , is '�2', ,✓i ,r:A•.'$''� Yk� - 4^�'i• - 1 - r a ( { F ' FINISH GRADE n — ;' ,ol k.c: 'r :3,. „ri t - w rY - i' t _ '1s '- 'Ew - - - , ••>t"F __ .. O- . a x. +` i. s•-er .r W ,min.-,�, 1 w. ';� TYA �` d� ` r a N -. >.. I :I - '"'4 .'-,dry_,. - z } • .J. T a•- LL IGHT FIXTURE. SEE LGHTING PLAN' . y �r e. a `v <<a . y <- S _r t n' 'I LEGEND FOR TYPE. 'A M A MINIMUM GF 10 : - 0' r i _ >� ,y,._ .. '-;'- _ --I FROM VERTICAL TO ALLOW WATER TO - `I. _ - _ _ - - \/�� 'r .. I. - e..`..x, - LL. .w ;;` � DRAIN OFF LENS..- t. w. _ s. .Q, r: _ s. r % Yc.y, µ F i K.. _ � xtG v F t"' Y 3-? _ .. 4 F' .J' I' n .< s �+3> wz• 7, �3 4 ' .R J`r i M WN �-.� ,t. SPIKE UNT APP�ICAB.�. �y,� EN .e:.'�_ a5. trst _ vc r .!'- - I - _ J.- ,rr •' ; - F 2 1 z 9'^ ( nr. $ n,. ice. 4 1.. yM' - - - ��r�� a- k v -.. . ' `a` _ %}•. - LOW VOLTAGE GAB1 W TH ' I F > ` N Q - �r'.^i, Al .�` Y t {[Y'�`^— :fT - , - '..y w Y� �. Y+ .. _ ti l { n ry :, ti :' « r k r - < ,, . g. APPROVED WATER PROOF = s v ! . .- ,,. _ e- <; _,' rP" ' CONNECTION, LEAVE 78 MiN. LOO f_ » .. v -•�r • � t • y :�• Gb !N 0770M R.... F r' -� "Y ' � � �'. � r'' - s,t:N „�'' �.os�`4' � xs:� r'' -.+.. �s�' i,. ILED B O IXTU OR r- _ a, � s.+.'�`"' w a: ,.'si." s..:• J .fT - ._ 9 MAINTENANCE PURPOSES. r Z'f: - e _ c.,g• Cra t<S i.`.i ;'s ..6.i .s; : . +, •'f `:4 iL, . ;?` _ (^��,} .- s _ _ - - _ r,f- xr �J '" '>Z CX yy. \ ''y. 4.- `'.' _ - 00 (�� V .,}h, - _ V/_ Z ".r.b . Yf' 9 ":� .fi ` K. 'gv<';- _ �.#'14i'.!. ,:.F.' , - - O ii �. {',' i .. _ "�..-},��...•1 is. .,3 p q r` 't., . y': +i.,F.x+ t t ,J-3' „ - - .-. • �: _ t - - - - ' -. ,SM �Y 5 _'mil .,L.,� ' P:ye 1'' .`Xi., _ z II r ` a-> r�z4°r o� —1 GU:;FT. OF COARSE GRAVEL - y r ,, ``I. ..' [,' °.`r •-,";' - -'V "' rrLi `;•2,- tr,:\S, - '•at fir' - -- , . - - , . O 2' , .. '%r- s ,r ,:f'' IJ ;`='r• .✓•.x, - - ter:. ., F',..�;'3" - _ - - o „r..s. - r'. r>. .. `d,.. pry''; TYPICAL WELL. LI F-17 - "._t' W iY roc" {. ,+6.v ,,.. r ;:y ..,i"•. ",a` a`,`1';'." -`E.'z .ry . , I _ _ - m Bny y%? �. ,c,. �`r . it>. L' S.$y"A�',9. ,y: µre - `3 rl� ;�, .;S7;.r,, • ,Y,s`�'. - c... ,;n. -N - - - . - ram. v✓}x,,., .G. "s. ' `' ,. "Y.. 'i' br: - ..f! - _� _ - - _ I - �/,{/\� u.� r'. =aa. SHRUB I�LANTIN6 AREAS m, . Q .v� i •2•Fir$F- '".'4-. s'y `a�'` �1 '� .,v'`a 'a-" ° • tC''t�'4`': . . . . " t" • :a;. - tb. .-:2'�n .Y. 5^• et^'l yiJ '.S\+r "§iX a•{' �`.ri/•.u,,'.e},1{ ,Y't% �ro. - - . - . . _. - t Ut s F':ro .S' x: ryS-.!<�'y°.�£.'+.'..' „ �,n r ,.• ,y .- - t l y .. :%;r <. ; %#,,, SCALE: NOT.TO SCALE '+r f E<,. ..- F 3 i - v /(� L ' - - S`#� 'U"�r i^i'r" A sa. :.. ;<�Gi's fis-rt' ,,;�s _ - - - - ,r r s S ;<,. .� ' - _ �� 1 r.. ., - d'>` ,:•' 4. �i.a •'1p)'��a'?t , r, �:;H e<, t -= r., I - _ - - - - - T:d i`,t' ':y: �.zdt,; :l. ':.Y _"J - - _ - .-. \•� - �' _ 1 _ - - '` '. ,,ry < 'f :4 ,. ^v"°�' 2'?- :'r;-.; alYalN s, - ` - - Wq4 'iAw^v .'.,`.S "�._ r.M. >Y' I^.^ -•i l't 1- \ , .Y`y'.A a., s5'.., dT K - ;'F1•. ;p'S "J. ;�:£,,r 5.='t3 �.5v .2' 1,;'- .u,, r. _ / S\ - Y1'� ,k s'i .:A ,^. .� s: _ - . 'i' - - ' i.L- =9" v S. y,n°rw „"j %. "> '•,)•- `iK';,'`v" •v.•. :S'S:?3�t a, 1!' ` _ - - - s J`. 't ?i>s,. .sa k ,p v: ',. +'ra'Y t>`, a ,F.y,.;.;'ti,f;Y;tr"f14jz z - r—_.— .�-. _ " . _ s�;_,y ,:i r . �` yam' - — T - - .. - < JS >t: .JC3 ry d ¢;44�: vYe� t� :`\: ? .q .t ;°A`�2l',•i "k'�' -,`., , I 1,•z =�� x- - - - ". j , V F • 1 I .,^�. t - ., - - 4F I 5 Z"p5., )rth ,vim. •.h�l. b .r - i., i r - I I - - p. of, .l' r• :`^•"'n tr- ` k��+' `tea% ram'=' x h: 3 +. •in tt1�„ ➢•"y- :. „� , _ %- ae i .� Y c'S Aa: .-_ <'p" f - rr,0, pf :>{Y.• .I A 1 ,1 I Y f > .i S' - .. - < - ® �� v tW z It:.,r F .r a•Ydxy, ..J,.rr_,,,, .,.;.. { c4jy'�i.,. n rrf s, aM M.. >i3 ,`t. O})', _ f`...[ ,1'S' ^}• e>4•''f"yA.k. ,�,. - - .. 1 1 SC � _ y, I I 1 I ;. � r :w i o - ,. ru r,' I 1 - `' -- r - - �' s ,l r yY7� :�l.,'. yv: n r�i is >'q5'- .. 1 S.:- - fd- {.< t��_..'; STAKE MOUNTED LIGHTING ;: y p _ . , �, „4Yv,'•ry _ n, 1 ::C.i , .I 1 ` I - ,<.. ., tij r' ' f- - , / O r# d� p * x�a t �% FIXTURE. SEE LIGHTING PLAN 1 I , . s t ` . j (� - -J; ,p-. 'N_rc a '" ��- �k,.o- - 'I - I,_1 �, ` _ 1 - - , U. - �_ x'4x. . >.a,...r �'-`... ' o', �:'.� .kt - - LEGEND FOR TYPE, COLOR t.LAMP.. I - I_,., .. _ , . F "x r; "iY: - ..jf.>•`s, J 4i,y, ?, , , "i . ,,.. , SP EOOIP -'$'. a� I - - , A'' -2 s}:?^' ,}tip Mi4 ",..'=° ?c,^2i `.� Ufa. .,, w' - -- - - - r� _ :a5't a.. t .�' '"' . t' Zip. , `k.�,.:• - - - w f: � 1 f ROG11 BELOW : 14 n'-`' _ , �1...._, .,m,I, , I'� 1.,I.eI tI-,'"�.II. �­ �.,�,.-. ,0"�T:��I%)., - ';i-N.I �" f.I�I,-� -,_ '.I. II -- - �I1I.. . . ,.l� _ .I1�. --.s1 �� .: . �.:TI ,�1P­I I,,II :rah J V v �Y „y.a :.�CL•C -a. - (� I. �`,'' `� '"� ..t s- • t°> y 4 �' F:a „`ate _ ',-` - `r 1 . . . E, I I �� t t F, _ _ _ 1 , - r-1 `�^ Sw >j A'm$ 3';�)} - _ r S _ j" � :" .to-'.wBP. N (_ ` r Ap• - - .._ 1 I. .: I (rF - �/V�� !!]]gq��jj r'% `M 4+^t w` ,r •a ` {.� .:{' Yn ._ i t _ I n-L - . V - _��'':c, , 1 t > .t..� •y 4F • ...,yrr JZl. ->�. h' , .. a I • I - I.I K���i• •.�.. aj.. r " - M v -y ;a,. • Q 2• 'LOW VOLTAGE GABLE WTH APPROVED � I k ? .rx, ,( Lrr' - I apvI gA" ;5:,>§` 2: -� B �'; 'a_ - E WATER PROOF CONNECTION. LEAVE 36' is=' i� �;' : s�.; L� 7, : <rin - - - 1 I i' rr .,1 „'f s Is ,..a - M1N. LOOP. G011 ED'IN BOTTOM OF ; '?{;d �..�..., .., %''::, i. ` FIXTURE FOR FUTURE RELOCATION. - i ' i t 1, •`,; 'jj` ;� :),; G�_ x... - - _ _ . - o >_ +.� ' - - r' � - " ''%ram ;,rr ,vy, a'i �r s :t,t�'t - - ' I I r I y '%�•�ri , ,i', O i� .c, N`4 if`'^l. 'SSd `H; i. 1 I. I I `re: ..1 fY. :;.. .� , A , ,r , yti :t,.'v .. _ - 5G+A1.E: NOT TO ^.�C.AI-E- - ._ I I =s. - I§W q, P yL w — , r .� �n HH.T�IJ q ., y.}H -. o -'i.. "'J�f *♦ i`S - Y. 'd:. - - 1 t .'I I �_ �•l- - b'.a` m' b, •M+$Y S,aty ':v`'1 ,,i �'/��.4r L.. - - - i' I .1 'vr- 1 , ~•fit ,J•- ♦4y p 1. ,�• l• k`i" .) r , 'I 1,l 'r ir,. J>'i i ur ti. _� .-.• r= --- - L------ ,'.,• CALIFORlI w- .. ., :, �.TYPIGAL. LANDSGAP.AREALIGHT'�� {- AcoASTALCO . . ,}a-- --- r. �; SOUTH COAST DISTRICT . F z F ti �' �: _ hr „ tSH;ZU B *.PLANTING` AREAS :. L .: -r`i. :' :`' a'� ,r4' Rj>'r i 5'4�`Y? ;-�e'Li' • 'i - - 1 1 -:� .6 icy: - P �i ,n , ,t, �s r t S ECIALCONDITION ';; Alfr U T y� .,-t• V ...-' 1 -a: i;-"` E, 9' i r - , �' a.y i �' '1•= �Ii 'e' a s. : I 3' ' �W� .0 IS. :-X. '1 Z a :''r I -: CONDI $— _ ;� ;., f. I -. Z t s Go-.- 'fi • 3 P. 1 'Y s"F Ld•' 1 z- AL'� 1 -M' 'c _ ` l pp h -- 1. C _P >' D v' BY x , +SIP A' l'i ' , :1 '1 . r <n o, .o'' e �, s , a I ` - '� r• v- m O Y: I I , `. ", 7 7— dry '.a,'t �'t ii'�<j ,• .;vs. .u",r" t.ut.rp .r.t- r r+.y. .�, :i _ .;1• C,_.�-.+L'i ��L..L - �,_ r4 ' r:?,. dyv . 4. q. °�D� "6" 1 1 1 t. ,T,4 1 - .( 4i. S'.'. ,1 .. ,. l 21 1 �. �l I .Ac'` 'ft 1 - Y�t .y .a .. , - i' t # 1- - ;ir,Y •,n' � . . , a,h �: � t .AJ Y z:c 1 � 1 Y 1 �$..>i" ;x .5' .'fir t 'r. DENTR� Gl �. a. a'b �A'<.i* iI�iet Off3@ e. istr u Coast D So tb J -C '�IT ' �' .,M" 1 . �s, ''4 .r ✓_ r �I. " S0.� AC• 9 :r a ta.r,. p� rt- ------'--- - - § a Jn N r u •ra P Y, L o r g , �'- a VED _ w n' i'• i !4-a sl . : Af S ".ram`.:. - 1 s a �YJ i s, 4' ':i n• . , _ "Z v , I ",a Permit No. s r �a 3 i ,x 4.' J �: n v '"�.a. SCALE: „ r."J I� Y< , a •'A , I jt ` y F, _ s DATE: " ' 'l - 1 . ', �_� PECTIN Y •'EF t '4 � i i t .^'> �.'� DRAWN BY: D.P. r 'z I'. L7 I 1 �rl- I1 I. •r ., S .-. , .., -,.. a ., - 1 t t - ., - .. - ry .ti: T .N :� r` , S HEE O r�� �: Y� - -- . N i�T - - - - - O H 1:, x - I . .SCALE: 1/4` 1 O .�: $ , L �" -!: w .'!' 1 ., N - .. :1 O 4 $. 92 16 20 24 r -. 17 04 ,r 0 F' 8' ��: ALE G RAPHIG' SG - ., ,-` ., , 'z11 I I- „ . a . - - 95 TEMPORARYABOVE GROUND IRRIGATION 1/2" ALA ABQNE GROUNC) _ IRRIGATI,ON 0-ALL i3E ; R�1`19VED AFTER A; PpFtODOF EIGHT MONTHS FROM THE l r• OF INSTALIJaTIbN 1 /1 O WATER r - METEf2 3!4" 3') ' r 111 • SL, TEMPCPR ItYASOVE ` J GROUND IRRIGATION' �rt r •a F- x ^r`• e TrZMPC?RgRYABOVE /" : a� { <`•;=o GROUND"Q0GArON IL I jf.. ' I EO SPRAY HEAD NOZZLE INFORMATION WHEN,INSTALLING SPRINKLER HEADS USING RAINBIRD 1800 SERIES NOZZLES THAT REQUIRE ARC PATTERNS OTHER THAN THE STANDARD ARC PATTERNS MOO, 180, 90, ETC.) THE CONTRACTOR SHALL USE RAINBIRD VARIABLE ARC NOZZLES (VAN) IN LIEU OF STANDARD ARC NOZZLES. RADIUS OF VAN NOZZLES SHALL BE SELECTED TO MATCH SITE CONDITIONS. EXAMPLE: USE 8-VAN WHEN 8 FOOT RADIUS 15 REQUIRED OR A 12-VAN WHEN A 12 FOOT RADIUS IS REQUIRED. OBSTRUCTIONS WHEN VERTICAL OBSTRUCTIONS (UTILITIES BOXES, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD, ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. (TYPICAL) EXISTING BUILDING IRRIGATION LEGEND 5Yl IBUL ,MAAtUF 1G7U(ZE '. MDfJEt Na DESCI IP71O RANBIRD SPRAY HEAD, SELECT APPROPRIATE NOZZLE ON RISER all above ground irrlgatlonsholl be removed after a perlod of eight months from the time of instollotion, RANBIRD E5P-12LX+ 12 STATION OUTDOOR CONTROLLER WATTS 800 M40T 1 1/4- ANTI -SIPHON PRESSURE VACUUM BREAKER RAINBIRD PEB SERIES AUTOMATIC IRRIGATION CONTROL VALVE — — — — MAIN LINE PVC SGH. 40 LATERAL PVC 5CH 40 TEMPORARY ABOVE GRADE PIPING CHAMPION B-402 3/4' MALE TO 1' PIPE, HOSE BIBB. THIS IRRIGATION SYSTEM SHALL BE INSTALLED BY A COMPETENT LANDSCAPE CONTRACTOR EXPERIENGED IN IRRIGATION INSTALLATION I AND THE BASIC FUNDAMENTALS OF ITS HYDRAULIC DEMANDS. THE IRRIGATION CONTRACTOR SHALL FIELD SELECT ALL IRRIGATION NOZZELES AND ARK PATTERNS TO OBTAIN OPTIMUM HEAD TO HEAD GOVERAGE WITH THE MINIMUM OF OVER -SPRAY. 5 50 45 .CAP OFF MAIN U1NE - 35 74 1-1 m QVv rep - cow Z� < o Q yy ,X' C 77 Icy - A P - d 1�^ - I I {�p�'�/ LIBRi11� 1 '_�;;. a r z o „ G i -¢c "'..� :'l%` [ �*•.i; C'` y o v £ YYr r i, _+'�£` v d ' a`f "a, �.-` 'Cfe` �s L kr _:fir,,,., ,,. 7 h - " rs.a, Pfemre Compensatft Scmelq -� r ;�;, 7`� ` �'., '.a 'sit;;}: ski � - � 4 � � � e r 1 i •yv ., '` �46-i ✓ - _ - - - � � O li 'h Fps •jj(y' < .^r, .- < . - -.. - '� - 1800 PCS •�`�� Q Primary Application f `:{�o tiE; ,.ti r;,a; �,,�iy s. ' -^`, - e,. . �1. _ Restric[nuzziC outlet pressure. Reduce noak � ,, - r - ` a' P*f : s_> [4 `�z �.. y-,. ,t ndiDtw[thanDSD aL`usmumsnew. CONTRACTOR SHALL INSTALL 1 -RAIN BIRD" PRESSURE . "OL 4�-i- Zvi V may.-, >S S ':FPS ..T"� ,Yw �JN S y) ( ) - Y� Y.iy,e COMPENSATING SCREEN IN EACH HEAD AS NECESSARY e IN SMALL PLANTING AREAS TO PREVENT OVER SPRAY. ns"-o , ><:- - _ ,e,s= Reduce ntkt pressure at brad - �s� r a x... CONTRACTOR SHALL VERIFY MODEL N rw. u *>:' '�`•" �, � 15�. ;,f,J•5.a.. tatzzks.•MinitnitefoMingandtvater O UMBER REQUIRED wasmathighpressures WITH THE BELOW RAIN BIRD PGS PERFORMANCE A `.,^: ''"�<• `NS ..`qy+. • st �r:<A . 3 v F Sg`<4' •i' 4xi3A'r=sT' 3 't [ f _ - _ \ t •djust radius andAwe Can be mattbed _ .- . „ "�e - - . — ," _ -. U � W •+ °' . i"f. uN _'z' ei2 .r -•< 3 `G.i, f'x ,i,,�<':w with nor]IG4 t0 C[e]te 911Ot[-tbrOw, reduced. `„ .FyPe.•. ndiue paa6m audio' ADsh-mounded :� ;Y ': .-�",,, /w'—'''�''�, __ - ' " - � { � �— `•' �- ��,�° bubblem - a;,3 ~ M tRain l+tapl]sacMPRI«. 1800 PCS Performance f 4 , �N t - ? w. ENEPI10At Cannot be used with Rain Bad 'r � � , � ¢, �rrf lJ-Series mnJea. Standard & Small Radius Spray Patterns and Urnbreila Bubblers ,> •i« q' �` a =°C.'e �` _ •c:;;. r"'- ? 'a ,5 Model PCSOSD PCS020 P� PMM PCS-M PCS090 PCS1$5 PCS375 PCS250PCS<970 ti •�lal'��1 GPM 1 2 .$ 3.r -; ,�;- .,4 .> < . , r • Cohn Par* Brown SUM Oroge Bladt Yfidb Gross YAM Blue Red {35 U :.,,ref.• - � .� s _ .�'.. � � �. •PCS sa'ao filter tesis�ddnis and dv�ng. — i+.— it }, :�... , ._ ;i f x 2-rz, r ;,, r eryr' • Pivly installed in mw and retrofit BB - 2' q' S' T 8'# C a bons. Simply m - "s•ep uyF`� '>,�• '' °' �6 - ' $ replace 3' S' T 8'N with PS Screw. T 8• r�_y- .�, ;,±�?,1'•_ >� >< i � 'S i1- bf r,< ' ,•s -,?„tih`, .; 'y a� `e v' y r _ _ 2' 0 8' 10' 2' 6' T 10' 1P# >_ { '- yate;,f r' •�y >�, . Atli o Pressure canpensato4 owlet ley _ 2'In 4 "?'t" ? ^ ;I'i'4- n ' lc;, b' ,:':¢>i•", sr F 6' T 10'# �. , . 4 � � 9 pressure tuiu 6e .educed, btu tofu wu 2' S e' 10'#- ,- n'�K-:=,x.`• �� ' ��' ,,.ri •;. ?„�, _ `-;,, ;'Y` x ,r as the inlet preaswre dwign. A pressure 12F - - - 3' S ,1 '# i i •-r..: T l' '� 1 1 11 —7 - �n o-:.;, _ :` "; �y `ri 4m' ,'•t cantpeasator rmtnot maintain outlet m - _ 2' 3' S' T 10' 12'# _ > ./ i,1J L pr u - 3TIp 2' 3' S' S. 11' 12'# 1 ata constant rye.A prtawre regulator ou 2N - - 4' {' 8' 10' 12'# 'i`hs���;'.2• 3 4`�, ..y•c 1 I'll `,z`'a,q',� establiaha mam and taiasaconsraxd owt)<t 2T 2' 61' 8' f0' 124 , , f', , _ i - �{ W r Premre fo(30 psi) as bug as the inlet 12Q 3' _ 8' t0' it'# �` prMure at dv spry bead is greater than 3bF S T 11, 131 cqQ2z� 151p 6' 8' Ir 151 # 3 O d 30 157T - - 1' 4' S' 6' 8' 12' 15'#;: IN - 1' 4' 5' 8' 12' ,Y'�. J'J`. .C•. Yt� 5,e� P�' _ .A:" v!^.�r,6 i5f J .. i� 3O i`> .�. .`{' i. •;>.`=Gti .a:ram. .,_rF • 6' 8' 12' ISY ';:;L, ;::•i�:;;i,. >'rr ' ,>-.J;;.<.,- ' ♦ Ptesum 15 to 70 1 4350 - 2' S. 7' 12' 15'# PM Ito ,8 Bars) '— ''b'#iz �?i: - _ �•-- `-Y.`%1`' •Fbvr.02to3.7GPM 005ro084m' 155Q - - - - 12:12' 1{x/4' l6z16'20z20'23z23' r'i ;:':-I �=;'�.-`I -.;Z, �.� - y.:;_�' - °.x`y,`•..'->s': s,. - ,�"`•%:' = rW` „� (. 44 '.�.-j'.. -,'..; ,;ram . x.� ,+,•-,-w;x'<i. SS57 - - _ 7 x 14' x 16' 9 x 18'# ' ' 'r _ "a• r ,i = * .w,_, 0,0t ro 0,2317si SSCSr - - - 4 x 12' 4 z 22' 4 s. ,,,q,:' d�r t.i,,, � "r`[. 3.'.a F} • X24' 4x30'#-.e :<!x "':y,:•,•,y1� -. �N:,r o �h{'' " 4%r'.ti*`:. ' .- •; r .a.%"" / Modek 1SSST - - - 4 x 16' 4 x S' 4 z 24' 4 z 30'# i i .1:: { :'' r A < �i.: .ry f r'g:, "' -' ?' �, ;'� ,'•�" I ""`' ='3 ELL V PCS-010: LfE1T - 4 x 14' 4 x 18' 4 X IS'# 0.1 GP 0,0 ' 5F - 3" 4' 6' i i >,'�j+, ^{ Jrt.< -•j r ar ,L`4TJ_ MI 2ttih;0,011h1-Ptvple 1' 2' 3' t?ifi, y^4 i ts?z;•,_ _y?t '�'> • PCS-020: 5" 5. 10" 1' 2' !? so S" 10' 3, 5' 'Ai: 0,01 Ihl -Brown ' ' t 02 GPM Q05 m 5CST4L 7" 14' 3' S' �:, : �,,�� • PCS-030: 6" 7" 1, 4, 6' 10 '''•'� :.t •':*.,''xer. w.�'$' .,�; 'a SSFSIA ' 14' 161 >'•- - - ::�- '<%=. 0.3 GPM 10,07 n9 •0 02 va - Silver 16"LA - 6" 1' 3' 5' 10' Po, I 13' 16'# PCS-040: 154#LA 8' 12' 161 Mc�e� _L L____ aalW _ - I1' 4' 6' 2' T 1 1 2 '# ..J 0.4 GPM 009m •0035s 1 .> r fi, _ 4' 1' 3' S' 12' 18' 22'# +PC54K0: 2" 6" 2' 6' IW is, 201 ---------- 'r o ;s'•. '" - i. - 0.6 GPM 10,14m'/h;0 usl-Bladit::.::'iffi - >� .,4� YRerrowended PCS-090: ooaFdscrcen wmbination ro achieve atalog pafomuDce at 30 Notx Screens were t �• 0.9 CPM 10,21 m3 0,06 us -White ested at 50 psi (or t0 minutes prior to eking divance masnretnmts.�' )Distance ma va d' with hi ->�•ta,_ . y n' Ulf higher pressures and longer rem tmw. PC$-125: 1 I f '33^ 2.f GPM 0 29 m r.' •008Us -Green r?w O rt CALIFORNIA N r� ,? � IF .:� OP N' A r. , , OA S Pcs-ns: �� .: ,. J - I AL COMMIS — ;. 'r y SOUTH ry SIO r..r '" O i COA ST ST 1.7 GPM 40m DI Il Yellow ST RI 1 - T r, � Yr' Y• s.. ,z - • Pcx- 0: 1 SPECIAL CIA L CO NDITION TI O !• F r J I Po110rRienq derived 1rOln k5b tllet '4 dafe conform wrot ASAE d'r: �. - 3 1 s> 2.6 Ci "a GPM o 9m •01 ,''-r OMP cs 6 Its), BIDe L' 1 C staneardse ASAE s3sB.s. See 13 to ASAE reu i t' U��iTel . PGS-370: wlto pboa ^ , y y C i� Cernncatwnstatemetn L-r,•, CDPN0.5- _ ENT 3.7 cP511o,84 m' h o 21 ua) >� „. '° #, t _; F CONDI 57 — sq [ACCEPTED BY: �. s`v ��.'i`"�•',u "i'---__-_-- lir: y..:;,N'On', ry 45,S.r y�Y�' 3 « erg ii iKNr.5,fi,';:�i�, t;,.J' ,`y';•..�1�, ,I DA1 �: -- ���� Z. SCALE: South Coast Dist rict s� OYPic DATE: 10-25-99, APPROVED m n K D.P. c 91 � m DRAWN BY: Permilt No. n — i I Bya rSHEET NO. EFFECTIVE I i - SEWER °� i%A t 0 t ��•� r r I, -MANHOLE I{ ... I --'-'— r , f1't Iz Lu 1. IRRIGATION CONTROLLER tai i - 4 E� � 1. .,. � ,� , k Es }_= SEE LEGEND FOR TYPE. W V cy �JD ANCHOR SECURELY TO WALL. 2. CONDUIT WITH 115V POWER aW:, 5 _ 2 GONDUGTORS PER LOCAL NATIONAL ELECTRICAL CODES. NQn o ALL ABOVE GROUND IRRIGA-nON SHALL BE REMOVED AFTER A PERIOD OF i 3 gi 3 FINISH GRADE + �` EIGHT MONTHS FROM THE TIME OF INSTALLATION. � 1 2 3 c ^� w � z R � 6 E ,�a_w «« w ,w _ - - - - FRONT RIGHT SIDE '` IRRIGATION SPECIFICATION IIII ... {III=IIII=IIII ,1 I - I ELEVATION ELEVATION. a � y°� d A. GENERAL e = w:A;+ .: I=IIII=IIII=111i---IIN=1. = =;:;�=III=IIII= ` _ WALL MOUNTED 1. IT 1$ THE INTENTION OF THESE SPECIFICATIONS TO ACCOMPLISH THE WORK OF INSTALLING A SPRINKLER SYSTEM WHICH WILL OPERATE IN AN IN THE EVENT THERE Is I - w «.�'n:- IIII=IIII =111�=III! ��A,lr:. n-«�`= IRRIGATION CONTROLLER L� « : « _ EFFICIENT AND SATISFACTORY MANNER ACCORDING TO THE WORKMANLIKE STANDARDS ESTABLISHED FOR SPRINKLER OPERATION. 9 - - - "'^ ' } ` ` 12 FIELD MODIFICATION n "� "' 2.THE WORK INCLUDED IN THESE SPECIFICATIONS SHALL CONSIST'OF THE FURNISHING OF ALL LABOR, TOOLS. MATERIALS, APPLIANCES, TESTS. CONTRACTOR SHALL III .'nw w^- : » ..: A, + ~ n - III (= IIII +� «+bn A"n.. .r- A n III PERMITS, ETC., NECESSARY FOR THE INSTALLATION OF A LAND SCAI7E SPRINKLER 5Y5TEM, AS HEREIN SHOWN. NO SUBSTITUTIONS SHALL BE n .+ --.. 6' USETHE FOLLOWING 10 I»" '"I=III IIII=I ``-.w.,..�.III=IIII MADE WITHOUT PRIOR ACCEPTANCE BY OWNER AND/OR GOVERNING AGENCIES. MATERIALS NOT APPROVED MAY BE REJECTED BY OWNER OR MIN. a GOVERNING AGENCIES AND REPLACED WITH REQUIRED MATERIALS AT. CONTRACTORS EXPENSE. GHARTS FOR SIZING { Q IRRIGATION EQUIPMENT. IIII=IIII-IIII= IIII IIII=IIII=IIII=IIII=IIII �j 3•THE SYSTEM SHALL EFFICIENTLY AND EVENLY IRRIGATE ALL AREAS AND'6E .COMPLETE IN EVERY RESPECT AND SHALL BE LEFT READY FOR 1. BACKFLOW PREVENTER ASSEMBLY - REFER TO IRRIGATION PLANS FOR MFG. AND MODEL. OPERATION TO THE SATISFACTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. 2. RESILIENT SEAT BALL VALVE'- TWO TOTAL. LATERAL P_V.G. PIPE 3. BRASS WYE STRAINER -REFER 70 IRRIGATION SPECIFICATIONS FOR ADDITIONAL INFORMATIONA+� SIZING CHART 4. BRASS 90 DEGREE ELL TYPICAL. 4; ALL LOCAL, MUNICIPAL AND STATE LAWS AND RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE SPRINKLER PIPE SIZE GPM 5. BRASS UNION. CONTRACTOR D TO 55 GPMI/2'G 6. THREADED BRASS NIPPLE - LENGTH AS REQUIRED 7. FINISH GRADE. TO 1011 PM3/4'GP TO 1516 MI'GPM B. CONCRETE THRUST BLOCK - 12' X 12' X 12• 1 CONTRACTOR SHALL SHOW THE OWNER EXACT LOCATIONS OF ALL ITEMS INSTALLED. ANY DIFFERENCE BETWEEN AS BUILT' AND TO 2526 T 1 1/4'GPM1 9. TO IRRIGATION SYSTEM - SEE PLAN FOR SIZE AND TYPE. MIN. DRAWINGS SHALL BE INDICATED ON PLANS PROVIDED. 10. PVC SGH 80 MALE ADAPTER TYPICAL G - 0 4041 T V21PM2' O 6061 TO 11. BRASS COUPLING, SET FLUSH WITH CONCRETE. 6. SHOULD IT BECOME EVIDENT THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT G'PM2 1 12. TO IRRIGATION POINT OF CONNECTION, WATER SOARCE. MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE 9091 TO OWNER'S AUTHORIZED REPRESENTATIVE FOR REVISION PRIOR TO INSTALLATION. IN THE EVENT THIS NOTIFICATION 19 NOT PERFORMED, THE - - 120 BACKFLOW PREVENTER IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. GUIDE FOR SIZING AUTOMATIC VALVES 7. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, 5 ess GPM VALVE SIZE ae®s RETAINING WALLS, ETC. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS FOR THE LOCATION;.i1;.;1:;.:,;:;:;�:1, O TO 15 GPM3/4'G,.::..:.: AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAY16 TO 30 PM7•GP S: PAVING, STRUCTURES, ETC :: '!1;t�tl�t;i:�'si�s€:;:"•-11�'€ 'G B.MATERIALS 31 TO 50 M1 1/4'GPM n! 51 TO 70 1 1/2'GPM2 1. ALL STATIC PRESSURE MAINS SHALL BE PVC SCHEDULE 40 OR CLASS 315. 71 TO 100 1. HARDSGAPE EDGE (WHERE APPLICABLE). It 2ALL SPRINKLER LATERAL PIPING SHALL BE PVC MINIMUM GLASS 200. 2. TRENCH O 3.ALL PVC FITTINGS SHALL BE HIGH IMPACT SCHEDULE 40. 3. ABOVE GRADE LATERAL LINE PIPING. 4ALL CONTROL WIRING SHALL BE COLOR CODED AND SIZED PER VALVE MANUFACTURER'S RECOMMENDATIONS, 16-GAUGE MINIMUM WIRE SIZE. GUIDE FOR SIZING 4. PRESSURE MAIN LINE PIPING. C INSTALLATION PIPE SLEEVES 5. CONTROL WIRES. TAPE AT 6 FT. O.G. m1. SPACING OF SPRINKLER HEADS AND LOCATIONS OF VALVES / LATERALMIN. 5 6, GLEAN, APPROVED BAGKRLL MATERIAL. ES AND BACKFLOW PREVENTION DEVICES SHALL BE A5 INDICATED ON THE DRAWINGS. CH 40 PVC 7, FINISH GRADE. ANY DEVIATION FROM THE DRAWINGS MUST HAVE THE APPROVAL OF THE OWNER. SLEEVE REFER TO IRRIGATION SPECIFICATIONS �y = PIPE SIZE REQUIRED ry g 2. ALL MAINLINES IN THE SYSTEM SHALL BE PRESSURE TESTED FOR LEAKS. 1/213 1• TRENCHING Vf a 1411' 1-114' \ O 2 3. COMPACT TRENCH BACKFILL TO A RELATIVE DENSITY EQUAL TO ADJACENT UNDISTURBED SOILS TO PREVENT SETTLEMENT. 1-1 2' /4'1-1/2 3' Ji, Y.. < O 4.THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE COVERED OR ENCLOSED UNTIL IT HAS BEEN TESTED AND PROVEN '2'2-1 3' SOUND /2• 4' r 3.4' 4' 5. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCE55 EQUIPMENT, MATERIALS AND RUBBISH, INCIDENTAL TO WORK OF THIS 6• CHAMPION 8-402 (3/4' MALE 0 SECTION. 6• O 1 _ HOSE TO 1• FEMALE PIPE) < Q �V O Qom Y 2 1' THREADED BRASS NIPPLE - � 2 LENGTH AS REQUIRED. W NOTES: v 5 P.O,G. (POINT OF CONNECTION) GONTRAGTOR SHALL TEE OFF THE HOUSE MAIN BETWEEN THE WATER METER AND THE HOUSE AND RUN A 8 X 8 GONGRETE BLOGK, GROUT n/ J ONE ONE HALF INCH MAIN LINE TO THE BACK FLOW PREVENTER. THIS LINE 15 NOT SHOWN FOR CLARITY PURPOSES. 3 O CELL SOLID. FINISH SURFACE TO j < BE 1' MIN. ABOVE FINISH GRADE. W THIS DESIGN IS DIAGRAMMATIC, ALL PIPING AND RELATED IRRIGATIONEQUIPMENT SHOWN IN PAVED AREAS IS FOR CLARITY ONLY. ALL z v EQUIPMENT TO BE INSTALLED IN PLANTED AREAS WHEN POSSIBLE. Lu f-- O o ANY GRANGE OF EQUIPMENT /MANUFACTURER, ITS DETAILED INSTILLATION AND OR QUANTITY OF SPRINKLER HEADS SHALL BE III=IIII=IIII=IIII= -'w" »^"^ BROUGHT TO THE OWNERS AND LANDSCAPE ARCHITECTS ATTENTION: SUCH CHANGES SHALL BE ITEMIZED IN WRITING PRIOR TO =IIII=IIII=IIII-IIII wx O BRASS 90 DEGREE ELL t`m INSTALLATION. INSTALL ALL MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC MALE PIPE PVC MALE ADAPTER. oj THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. =IIII=IIII=IIII=IIII O Q D -IIII-IIII-IIII-__ > N IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH"ALL GRADE DIFFERENCES, LOCATION OF IIII=IIII=IIII=IIII=IIII O SGH. 40 PVC MAIN LINE. _ WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB -CONTRACTORS -III _ _ _ - 4 m �} FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS. UNDER ROADWAYS, PAVING STRUCTURES. ETG. Z ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. a W 6 5 v a 120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC .00NTROLCER LOCATION SHALL BE PROVIDED 8Y OTHERS. IT SHALL BE THE Q RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC HOSE BIB INSTALLATION [DETAIL 0 CONTROLLER. L CONTRACTOR SHALL NOT WILLFULLY INSTALL A SPRINKLER SYSTEM'AS',SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD .- THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION,IS NOT PERFORMED. THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 2 8 CONTRA - CTOR SHALL NOT WILLFULLY INSTALL A SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED Z REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL L 9 3 ONLY IN SLOPED AREAS TO RESPONSIBILITY FOR ANY REVISIONS NECESSARY. n - PREVENT LOU/ F+EAO DRAINAGE N CONTRACTOR / OPERATOR SHALL ONLY APPLY SUFFICIENT, WATER TO PROMOTE HEALTH GROWTH OF THE PLANT MATERIAL. AT NO TIME WILL: THE CONTRACTOR / OPERATOR APPLY WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION. CONTRACTOR SHALL 10 5 (0- ADJUST EACH SPRINKLER TO MINIMIZE OVER SPRAY ONTO WALKS, ROADWAYS AND OR BUILDINGS. INSTALL (1) -RAIN BIRD" PRESSURE COMPENSATING SCREEN IN EACH HEAD AS NECESSARY IN SMALL PLANTING AREAS TO PREVENT OVER SPRAY. CONTRACTOR SHALL VERIFY MODEL NUMBER REQUIRED IN FIELD OR REFER TO IRRIGATION LEGEND IF SPECIFIEDUJ v WHENEVER ANY ITEM OF 'DISTRIBUTION £ CONTROL EQUIPMENT IS SIZED SMALLER THAN THE MAIN LINE OR LATERAL LINE PIPING ON WHICH IT r W IS PLACED, THE REDUCTION IN PIPE SIZE SHALL ONLY OCCUR AT THE THREADED FITTING WHICH ADAPTS THE PIPE TO THE PIECE OF EQUIPMENT. ;� Q 4 n-(1 0 s WHEN VERTICAL OBSTRUCTIONS (STREET LIGHTS, TREES, UTILITY VAULTS, ETC. INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS 90 A'S'TO PREVENT PROPER COVERAGE, THE IRRIGATION,CONTRAGTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM. CONTRACTOR a* lL W a SHALL PROVIDE PART CIRCLE NOZZLE SPRINKLER HEADS AROUND SUCH OBSTRUCTION TO ACHIEVE PROPER COVERAGE. 1, SPRINKLER NOZZLE -REFER TO IRRIGATION LEGEND FOR - g MANUFACTURER AND MODEL 3 THIS IRRIGATION SYSTEM, SHALL BE INSTALLED BY A COMPETENT LANDSCAPE CONTRACTOR EXPERIENCED 1N IRRIGATION INSTALLATION AND g 2. PVC SCHEDULE 80 NIPPLE. LENGTH AS REQUIRED. SCALE a THE BASIC FUNDAMENTALS OF ITS HYDRAULIG DEMANDS. THE- IRRIGATION CONTRACTOR SHALL FIELD SELECT ALL IRRIGATION NOZZLES AND • ARK PATTERNS TO OBTAIN OPTIMUM HEAD TO HEAD COVERAGE WITH THE MINIMUM OFOVERSPRAY. 3. KINGGROS.'GV SERIESANTI-DRAN VALVEASRE&�1M.Coast District Of ss CALIFORNIA COASTAL COMMISSION ADJUST TO PREVENT LOWHEAD DRAINAGE. DATE: 10-25-99 N SOUTH COAST DISTRICT 4. MARLEXSTREETELL APP ELL L DRAWN BY: D.P. t SPECIAL CONDITION 5. PVC SGHEDULJ=4097RF-ETELL. permit No. COMPLIANCE a �. LArE9 PPE FTrNG. CDP NO. 5- 7. LATERAL LINE PIPING - SEE PLAN FOR TYPE AND SHEET NO CONDITION �O 8. FINISH GRADE EFFECTIVE ACCEPTED BY: 9. #4 REBAR STAKE - 3ra' LONG DATE. % 10. VIT ST9 SPRINKLER TIE - INSTALL USING VIT MODgoatI @ 1 !9 INSTALLATION 760L (i YP. TWO REQUIRED) 11. VT PS16 PIPE STABIUZER - INSTALL EQUIDISTANT ON LATERAL LINE 6P 10 FT. MAXIMUM SPACING. �•�/ ABOVE GRADE SPRAY HEAD OF - 8 Y251999 rarta.s usls�at7�cni. y , ^r t - e - 'r , t — • 9 :y pp .. .. a .. , .. , , -,' , l .-, ..: - ' ., r 5•`� ,F �' l: - W � 5 g - W m . N , 4 4 , 1 : SYMBOL QUANTITY ASP-BUL 1 B PIL 77, 22-' BEG C ' BIG-VIO 777 BOU-5AN' • s , . ..12 GAM YUL 1 CAR-GOM ro . CUMIN ' 2 -SPL EGH-FAS - 4. FUG -GAR 5 GER-5AN 22 I^915- IN . 4 MYR 4 - OPH-JAP 3 - PEN-HYB 5. PH(:;) -JAG j . - PfS-NAN 1 PIT -TEN RAP- N _59 RHArEXC 1 STAIBYZ ' ' 2 51-E-FLO' I2".. SYMBOL BOTANICAL NAME COMMON NAME - :: :,. ;. SIZE DESCRIPTION ; � ASP BUL ASPLENIUM BULBIFERUM'.. ,,, MOTHER FERN =' .' - " ONE GAL GRACEFUL,ARCHING G UGH7,GREEN FRONDS:T,O 3 FT,.. l< " Q . BAG PIL BACGHARS PiLULARIS fVv1N PEAKS . ' '''PROSTRATE COYOTE BUSH, ONE CALDROUGHT TOLERANT LOW GROWING SHRUB W/ STRONG DENSE ROOT SYSTEM THAT•GAN CLING T0.5LOPES. .;" —:Elm BEG R G BEGON A R GHMONDENSIS - RICHMOND BEGONIA , -LAVENDER ONE GAL PERENNIAL TO 2 FT GREEN LEAVES WITH RED UNIDER51DE5. PROFUSE SALMON -PINK FLOJJERS, ;:' Vv a " :•'�- BIG V{O BIGNON A V OLAGEA. 7RUMPIFT ENE FNE GAL VGORDU EVERGREEN V NE CLIMB NG Y NDRiLS .LAVENDER t PESHAPED; FLOWE RS. •. : BOU-SAN, BOUGANVILLEA'SANO GNVDHLLEA FIVE GAL VIGOUROUS LARGE`EVERGREEN VINE WTH PROFUSE CRIMSON RED FLOWERS IN WAi2M`MONTHS. ;, Q GAM-YUL. CAMELLIA ELLIA SaSANGUA YUL:7IDE : ,. SASAtvQUA GAMELLtA FIVE GAL DEEP R05E-PINK FLOWER ON: COMPAC' , UPRIGHT SHRUB TO a ;' -'.. _ 'LL CAR ' GAREX COMANS '. CURLY CLUMP GRA55 FIVE GAL DENSE. -FINELY TEXTURED CLUMPS OF NARROW GRASS LEAVES TO 2 FT .WITH CURLY T PS. . • N � • in 2 CLI-MIN CLMA " IINATA HYBRID KAFFIR LILY ONE GAL PERENNAL WITH BRIGHT ORANGE FLOWS TO 24' SHADE RS Cl O0 , , jj DIO-5PI , DIOON SPINULOSUM DIOON SAGO 18' TRUNK 'SLOW GROWING.5AG0 TO 5 FT. RESEMBLING A SAGO.PALM BUT,W/ A UPRIGHT GRcw-rH HABIT.. ECH-FAS ERO-GOR IEGHIUM FASTUOSUM ', • ERODIUM CORS CUM " PRIDE OF MADEIRA'; PINK H rRON S BILL ' FNE GAL MEDIUP I IZE SHRUB TO 4 FT. WRH BLUE FOLIAGE AND LARGE BWE.FLOWER CLUSTER.. r5 GREEN. ONE GALPERENNIAL TO 3'' HIGH BY 12" WOE W/ R05E P PETALS MEGENTA VEINS, BEST IN DRA NED 501E ' 4j n p . , ; . -GLUMPNG NK ff WELL - : ZN PUC-GAR FUCHSIA'GARTENMEIS7ER BONSTEDT �' 'HONEYSUCKLE FUCHSA' 'FIVE GAL' WDODYPERENNAL SHRUB. FOLIAGE ISRED BRONZE WITH ORANGE BRICK -RED BLOSSOMS. _ _ - GER,SAN GERANIUM SANGUINEUM. STRIATUM.. '. ','• '" GROUt ID COVER GERANIUM L ONE GADENSE GROUND COVERTO 8 W/ ROSE -PINK BLOSSOMS: FULL SUN' MIS-SIN'.MISCAN` HUS SINEN59 YAKU JIMA: C DWARF MAIDEN GRASS ,- ; FIVE GAL, ORNAMENTAL GRASS TO 4 FT. MYR.GOM MYRTUS COMMUNIS'GQMPACTA' DWARF MYRTLE '' FNE GAL SLAW GROWER TO 3 FT. W/ SMALL LEATHERY 6L055Y DARK GREEN LEAVES. CREAMY WHITE FLOWERS IN SUMMER',,. OPH-JAP OPHIOPOGON JAPONICUS 'M ONDO DD GRASS '. -. ONE GAL WMPINO PERENNIAL GRASS LJKE FOLIAGE TO 8 W/ LILAC FLOWERS. . • PEN-1' 'L PENSTEMON HYBRID PENSTEMON ' ' .:, '' ONE GAL PERENNIAL W/ IA(n STEMS TO 18' Wf LANCE SHAPED DARK GREEN LEAVES TOPEPED W1 FLORER'SRKEs TO 3C : -.. PHO JAG-' PHORMIUM TENAX JACK SPRATT , : ,'; DWARF BRONZE FLAX, ONE GAL PERENNIAL W/.18 IN. LONG COPPERY BRONZE SWORD -LIKE VER1lG4L LEAVES FROM BASE '.. ' -�: r ', ". '.', ,'. .. ` °� �,:: Pfi-NAN ' PIT'TOSPORUM SIFOLIUM"NANA . - GRAS L7WARF KA20 - FIVE GAL MOUNDING GRAY EN H T E WATER. "... GRE S RUB O 3 FT 2 OUIRES LITTLE , ,. PIT -TEN P;TTOSPORUM TENUIFOLJUM 'LIMELIGf li '' . •L]MELtGHT.Pfj`f05PORUM' 15 GAL VIGOROUS, DENSE EVERGREEN SHRUB TO 5 FT. W/ AN .UPRIGHT GRcwrH HABT•. RAP-PN `'.RAPHIOLEPS I. PNKi' : :'. . DWARF PINK HAWTHORN ' ' FNE GAL MOUNDNG T FT W/ ARK FINK FLOWERS, SHRUB 0 2 D RHA EXG' RHAPIS EXGELSA LADY, PALM 10 CANES Q e MIN. CANE -LIKE PALM TO ro FT. WITH TROPICAL LOOK EXCELENT IN NARROW PLACES. SUN OR SHAD6 . V STA-BYZ . STACHYS BYZANPIA FEARS IAMBS E ONE GASOFT, THICK WHITE -WOOLLY LEAVED. GROUND COVER THAT SPREADS TO 18 INCHES, L , 57E-FLO STEPHANOTS-FLORIBUNDA 1"WDAGASC.AR JASMINE FNE GAL .. f. 0 W) k ' - •` LEGEND. DW to W (VT ' r Il. SPECIMEN TREE 36' BOX OR URGER S1 NaN - . - - Z.': BLACK PVC HOSE WITH 1/8' BRAIDED GALVANIZED- • 1 1. CLINCH TIE OR EQUAL (4 REQ'D) STEEL GUY CABLE, USE GALVANIZED GABLE LUMPS PLANTING (� /� SPECIFICATIONS /^ /` /� j� V g AND TURNBUCKLE, t11NIMUH3GUYS, . 1';LA1VTING J1'ECIFI1.. ATIO1V� 1 p 2_ 10' LODGE POLE. STAKES, STAKE- _ SHALL CLEAR ROOT BALL BY 2 - 9. 1/T DIA. % T LONG WHITE PVC WARNING DEVICE - - I SCOPE of WORK Tm 2 TREATED W/ COPPER NAPTHANATE L TO BE INSTALLED IN PUBLIC AREAS. '•;� ' PLACE AT RIGHT ANGLES TO - _ - -4. WATER, BASIN- MINIMUM 4' DEPTH, MULCH TOY DEPTH PROVIDE' ALL LABOR, EQUIPMENT, ' MATERIAL, AND SERVICES NECESSARY TO COMPLETE THE: FINISH GRADING, SOIL PREPARATION, PLANTING, AND MAINTENANCE c�N `Ire. 1 g _ - NOS q _ a �. - - - PREVAILING WINDS.. - - 1 - AND DEEP WATER TREE IMMEDIATELY UPON PLANTING. AS SPECIFIED. 3 3. VENTILATED TRUNK GUARD' • " 'REMOVE BASIN Ai END OF MAINTENANCE PERIOD. - ' - • - - - - 3 , IN TURF AREAS .. • .'' UJ T.. . _ 5. FINISH GRADE, GROWN OF TREE MUST NOT - -/� /�' C }� /�WORK -� �/- 4` ., BE PUNTED BELOW THIS LEVEL. A. G L N E RAL WO R K , PRO G 4. TOP OF ROOT BALL TO BE - - 3 - . ' - - _ - _ - • - - a 1_'S 6. AMMENDED BA MIX - SEE SPECIFICATIONS. • .•A - € s t v2 ABOVE FINISH GRADE.. WORK PROCEDURES SHALL FOLLOW BEST CUSTOMARY PRACTICE. Cf Y TAMP AND SETTLE BACKFILL BEFORE PLANTING 4 so THAT TREE DOES NOT SINK AFTER PLANTING. 1.ALL MATERIALS SHALL BE BEST AVAILABLE. DO NOT BEGIN SOIL PREPARATION AND PLANTING UNTIL IRRIGATION WORK AROUND PLANTING AREA IS COMPLETE .. - - INST FERTILIZER TABLETS - SEE SPECIFICATIONS- - AND TESTED. - - - - - ` u�t (Lj q q MI 5 9 10 zraEEROOTBAu- nusrNorBERooTBouND. 2.PREMOISTEN SPECIAL CARE SHALL BE TAKEN TO PREMOISTEN THE SURFACE 8" OF ALL PLANTING AREAS AND INSURE THAT PLANTS ARE PREVENTED. FROM 1- to Mt� � �ImS. 4" HIGH WATERING BERM: - - - -NY TIGHT PACKED ROOTS. m ------ -- _-- 0U ETER PERFORATED PVC DRAIN PIPE - .. ' LOOSEN A 9 �• B EMPTY DRYING DURING PLANTING OPERATIONS 6. 2'�THIGK MULCH LAYER. PER SPEC. - _ -li- _ - FOR AIR AND WATERING. PIAGEMIN.3PERTREE. - 3.WEEDING, BEFORE AND VURING PRELIMINARY GRADING AND FINISH GRADING. -ALL WEEDS AND STOLONIFEROUS GRASSES, NUT GRASS AND JOHNSON GRASS„ _ - -! - 7 - ! 6 IIII=IIII' = 9. ARBOR -GARVTRUNK PRortaoRFOR USE INTURF- SHALL BE CHEMICALLY ERADICATED OR .DUG OUT BY THE ROOTS AND DISPOSED OF OFF SITE. j, ,7. PLANTING TABS SEE SPECS. _ ,_ III 4;PREMISES SHALL BE KEPT.GLEAN AND MAINTAINED FREE OF GON5TRUCTION LITTER, ALL EMPTY CONTAINERS, EMPTY BAGS AND DEBRIS SHALL BE REMOVED nn - - • a ii �� �� ( ) - III=Till- = tt 10. MODEL 68 DUCKBILL EARTH ANCHOR WITH 1/8- - vU II= III O B1tAIDEOGAwaNIZE0STEEL CABLE. INSTALL FROM THE'SITE UPON COMPLETION OF EACH DAYS WORK. ALL WALKS OR PAVEMENTS SHALL BE SWEPT OR WASHED GLEAN DAILY. TWICE ROOT 8. ROUGHEN SURFACE OF ROOT BALL- ='I 7. PRIOR TO PLANTING. III •. PER MFG. SPECIFICATIONS.. 11.ROOTBALL DEPTH PLUS 18', .. IIIll fillII=IIII It' IFBEDROGKISENLOUNTERED, : - B.MATERIALS.' -- - - TREEPLANTING NG DETAIL TWICE ROOT LORGANIC- AMENDMENTS - OR, G tr_ AMENDI�IENTG SHALL BE DECOMPOSED NITRSEN STABILI7FD C-OMPDGTED RFD WOOD SHAVINGS CULTIVATED INTO TOP B' OF , BALC WIDTH ALL P ANTIN • AR A� 2. HI (MATE -PL 1S AN 1 AR SOIL CONDITIONER BY "TRI-G'. SPECIMEN TREE PLANTING' DETAIL 3. COMMERCIAL FERTILIZER - COMMERCIALFERTILIZER SHALL BE AGRIFORM 18-18-0 COATED PELLETS OR EQUAL 4. SOIL SULFUR - SOIL. SULFUR SHALL BE AGRICULTURAL GRADE. 5. POLYMER - POLYMER SHALL BE A SYNTHETIC ACRYLAMID GO -POLYMERS FORMATION AS MANUFACTUREDBYTERRA-SORB. - 0. MULCH MULCH SHALL BE A SHREADDED BARK MATERIAL AS PRODUCED BY KELLOGG'S "XERIMULCH". LEGEND - 7. PLANTING TABLETS - PLANTING TABLETS SHALL BE 21 GRAM AGRIFORM BLUE CHIP PLANTING TABLETS. 8. PLANTS - ALL OLANT5 SHALL BE HEALTHY, OF NORMAL GROWTH, WELL ROOTED, FREE FROM DISEASE, INSECTS, INSECT EGGS AND LARVAE. THE -ROOTS SHALL .. 1. PALM TREE HEIGHT MEASURED FROM ORIGINAL GRADE LEVEL AT B L- 1ASE OF TRUNK TO TERMINAL BUD AT BASE of FANS. DR FRDNs. T - SHOW NO EVIDENCE OF HAVING BEEN RESTRICTED, DEFORMED OR OR BOUND AT ANY TIME. VARIETIES AND SIZE OF PLANTS SHALL BE AS STATED,ON THE PLAN, , I RUNKTOBECLEAN, srRFAIGHr.AND FREE OFSCARS oaROT. SET PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL OR REJEGTION BY THE OWNER OR HIS REPRESENTATIVE ON THE SITE AT ANYTIME BEFORE OR DURING LUMB VERTICAL. PROGRESS OF PLANTS SHALL BE REMOVED FROM THE SITE IMMEDIATELY. SPECIAL CARE SHALL BE TAKEN TO INSURE THAT PLANTS IN CONTAINERS ARE f Z ADEQUATELY WATERED. 2 , BACK FILL PLANTING T WITH RT14 R OCLETHER TYPED COARSE G 9.PLANTING MIX - ALL SOIL BACKFILL IMPUTS FOR TREES, SHRUBS, VINES, UNLESS OTHERWISE NOTED, SHALL BE PREPARED SOIL CONSISTING OF"40% NITROLIZED � - ONGRETE SAND. DO NOT USE EARTH OR OTHER TYPES OF SAND. � E r - 1... crzowN of PLANT To BE 1 3 ORGANIC AMENDMENTS AND 60% SUITABLE EXISTING SOIL. PLUS POLYMERS YMRS PER THE FOLLOWING AMOUNTS. - 3 1- ABOVE FINISH GRADE 3' HIGH WATERING BASIN.4 ° 2. 4' HIGH TEMPORARY BASIN. FINISH GRADES - W110 (=I1W 1 3. 2- THICK SHREDDED MULCH 3 G. I N S TAL LAT I O I V . N jT�� I0=111 Do NOT USE BARK CHIPS WHERE 3' DIAMETER SGH, 40 PVC. PERFORATED DRAIN PIPE. WRAP WITH GE 1. SOIL CONDITIONING (NON SLOPE AREAS) NFILTER - - - _ I I=IIII PLAN GALLS FOR MULCH COVER F- - _ - 5 - I j� 4. PLANTING TABS (SEE SPECS.) 7ZHN OTEKTILE MPINGOFIVAER6ABRIC. PROVIDE THREADED GAP FOR NECESSARY PU THE FOLLOWING APPLICATION SHALL BE MADE PER 1,000 SQUARE FEET OF AREA AND SHALL L_BE THOROUGHLY C Lt_l T F_D INTO THE TOP 8 INCHES OF O -IIII III) _ 5. BACKFILL MIX (SEE SPECS.) - PREMOISTENED G- �J111�; - - - 6 =-IIII II=IIII=IIII I IU I) 5. DIG HOLE A MIN. OF 1 EC X THE - --- - - 12' DIAMETER AUGURED HOLE BAGKFILLEO WITH PEA GRAVEL 4 CUBIC YARDS -ORGANIC AMENDMENT u=a =tot- '''-" `_ I 20 POUND COMMERCIAL FERTILIZER DEPTH OF THE PLANT CONTAINER II IIII IIII-L :<[ [s : N!=011=81' ""-" I - - - ilii-Ili! ' IIII-IIII 100 LBS TRI-C HUMATE PLUS GRANULAR SOIL CONDITIONER 7 • X BALL 7, COMPACTED BAGKFILL PIER SPEC. IIII . if�� III=fill - - - •. Dw 2 = 1, N!1= (AREAS WITH SLOPES GREATER THAN A 3:1 RATIO ARE EXEMPT. NOTE: UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF IIII-il A, II I 5 ROOT BALL WITH WATER FROM HOSE. DO NOT GRAGK ROOT BALL.. 2.TREE AND SHRUB PLANTING SHRUB -,PLANTING DETAIL Z II'Ill l lllu 'l lldl' : NIIII� I a)EXCAVATE PITS WITH VERTICAL SIDES FOR ALL PLANTS, SHRUBS, AND TREES. PITS SHALL BE 1-1/2 TIMES, THE DEPTH OF BALLS, AND TWICE THEIR WIDTH. ui b)TERRA SORB AG POLYMER SHALL BE ADDED TO PLANT BACKFILL PER THE FOLLOWING: 0 �< - t PLANT � IIII 6 Ii = IIINIiI �3 1 TABLE SPOON PER GALLON PLA (� u_u uu= 3 TABLE, SPOON 5 GALLON PLANT 4 TABLE SPOON '15 GALLON PLANT. ' , f jY' O M PALM 2 TABLE SPOON 1/2" CALIPER OF TREE TRUNK FOR SPECIMEN PLANTS LARGER THAN 15 GALLONS_ UNUSED EXCAVATED SOIL SHALL BE Q ry C.iPECIt TEN PALL 1 TREE, �LA AI'rIA1G DETAIL c)AGRIFORM BLUE CHIP PLANTING TABLETS SHALL BE PROVIDED IN EACH PLANTING HOLE IN ACCORDANCE WITH THE FOLLOWING SCHEDULE: Q m l�IV IV SIZE OF. CONTAINER NUMBER OF TABLETS WEIGHT GRAMS 1 GALLON 1 . 21 z 5 GALLON 2 42 .� w . 15 GALLON 6 126 Q' BOXED CONTAINER 10 210 EDGE OF PLANTING .... ..... ._ :. :ice:= PACING V. d) PLANTING HEIGHT OF SHRUBS AND TREE CROWNS TO BE 1 INCH ABOVE FINISH GRADE UNLESS NOTED OTHERWISE ON PLAN. ( \ ', 1 e) COMPACT SOIL AT BOTTOM OF PIT AND TRAMP FIRMLY. FILL SOIL AROUND BALL OF PLANT USING BACKFILL AS SPECIFIED AND WATER THROUGHLY `J W . z- W .. ' W. f)IMMEDIATELY AFTER PLANTING, STAKE ALL TREES TO PREVENT DAMAGE FROM WIND A5-DETAILED. V- g )GRADE AREAS AROUND' PLANTS, TO. FINISH GRADE AND DISPOSE OF EXCESS SOIL.' - h)WATER - IMMEDIATELY AFTER PLANTING, WATER SHALL BE APPLIED TO EACH TREE AND SHRUB, IN SUGH A MANNER AS NOT TO DISTURB BAGKFILL OR MULCH, `' W^- AND TO THE EXTENT THAT ALL MATERIALS 1N THE PLANTING HOLE ARE THOROUGHLY SATURATED. (SEE PLANTING DETAILS FOR VARIATIONS FROM ABOVE.) I .-3,. GROUND GOVER AREAS m p PLANTING PITS FOR GROUND COVERS SHALL BE 4" X 4", OR ADEQUATE TO ACCEPT MATERIAL FROM FLATS .WITHOUT CRUSHING OR DEFORMING THE, ROOT BALL (] p E L E V A T I. O N PLANT AT SPACINGS AND IN AREAS.INDICATED ON THE DRAWINGS. SOIL SHALL BE FIRMLY PRESSED AROUND EACH PLANT, AND THE EXCESS SOIL REMOVED ' • '":.. 2. FROM THE CROWN. EACH SECTION OF GROUND COVER SHALL BE IMMEDIATELY WATERED UPON•GOMPLETION OF PLANTING, OR WITHIN ONE HOUR. J r , IIA4 UVNZZ avc ► tu-rKuOecT � ' THE S l GNATQRY _ G E EN IN ER`WILL'NOT BE:RESP.ONS1 LE O ,:., .. ERROR 0 B F R _ .. EXCAVATION 1942.CY $ R,gMtSSNONS THAT COULD,.HAVE BEEN ;GORRECTEb.DURING-THE CONSTRUCTfdN.4F 2 OUST°SHALL .BE -CONTROLLED .BY WATERING AND/.OR U T. PA TAT YE- TH IS, PR �i ::., EMBANKMENT ` 66 CY.: S LL #, MACARTHUR BLVD O EC ,, If,:THE STAKING HAD BEEN DONE, BY-SURVEY_CREW$ UNDER HIS DIRECT. - : SUPER I I, EXPORT 1N376 CY .-. V S ON.',. AN.ITA Y F S. , R AC E L IT TES SHALL BE MA f NTA'-1 ED, ,ON_ 3HE 'I T :.D. G TH S � URIN . E CONSTRUCTION PER.tOD : • Q . , CA : - :. TOTAL : 1942 CY L t FORN f A C©UNC I L t?1= C.t V 1 EN6 t NEER5 AND LAND SURVEYORS 4, WORK HouRs ; aRE L I M E TED FROM 7: oo AM To B: 4 30 PM MpNUAYr,:THROUGH.FRIDAY; 8 00 AM-T0. r ' 6:00 PM SATURDAYS -AND ' NO WORK SUNDAYS AND HOLIDAYS.:PER"SECTIQN 1Q^28 T - Z CONSTRUCT14NsCONTRACT,4R.AGR£E5_THAT:••IN ACGt3RDANCE WITH GENERALtY ACCEPTED - •._. . C of THE` NBMC. Q CONSTRUCTION' NOTES; ., ONSTRUCxI411,PRACTICES,,,CONSTRUCTION,-dONTRACTQR,WILL,6E.REOUIRED-TO ASSUME. = _ SOLE AND C ET O. p Pi, RESPONS1BiLITY FOR JOB SITE CONDfT1 ONS DURING THE.COURSE- t> NOlSE,.EXCAVATION DELIV 1 15 SF to t+, OF CONSTRUCT(, N. OF TH -P O .5r ERY AND REMOVAL SHALT. BE -CONTROLi ED. PER SECT 10 1 - 4 i CONSTRUCT DRIVEWAYS f 2 _ N- ,O 28 OF. p b_ E, R.JECT,_INCLUE)MG-SAFETY OF .ALL PERSONS -AND PROPERTY',,.. _ T -. 7HE NBMC: o tci ' Z N J THAT FN{s,.}3ECfWAEMENT:SHALL..BE MADE_.TO:. .LY iONT APP - „INUOUSLY AND NOT BE.L.IMITED �.OD UCT CONCRETE R R 56Q SF TO NORMAL`. W R y. Q _ J O K,ING HOURS, ,AND CONSTRUCTION.CONTRACTOR•FURTHER•AGREES.TO.DE N E 8. THE.STAMPED SET OF APPR VED PLANS ' NDEMNtF^- .ND'^:H4L O ANS SHALL 8E 1HE J 4T T t- A, D DESIGN PROFESSIONAL: HARMLESS FROM ANY At OB S E A ALL TIMES,,_ Q ND ALL ,LIABILITY,,.:. - m.: V 4 - NSTR CGN HA DSCA E REAL 0R ALLEGED,, .iN.CONNEC710N,WtTH,THI, PERFORMANCE' F WO ' CONSTRUCT F-NERGY °DlS$IPAT4R BQX f�ER.flEfAtL ;SHEET, 2 1: FA (? RK ON THIS PROJECT, >' Q '4 H - 7:.. PERMI,TTEE "AND CONT A EXCEPTING L1AfIL.: R GTOR ARE, RESPONSIBLE FOR LOCATING AND P T ? Q 1TY.ARISING.FROM'THE:SOLE.NEGLIGENC6 OF.DEStGN PROFESS L RQ ECTING UT ILi7tES. Q • O' � O N � I IP APPROVPROTECT,. RAIN �' @ ED,DRAENAGE PRQVISIONS AND PROTECTIVE MEASURES BE T 4 .ABS-SDR 35 ~ STALL P E D � 0. ADJ I<v b N1N1G, `PROPERTIES .DURING THE GRAD E NG.:OFERATEON: .' 4�; Q 8 ABS:, SDR 35: DR SCH D. 40 PVC.: 1.15 LF to W ' .r '9 <v� 14 ABS'SDR 35 OR,SCHED:.40..PVC. 212 LF ,. p 9: SSP Q�' . ' ' `., r- ..:. CE OOLS,. AND. SEPTIC .-TANKS SHALL BE ABA dNED" ,I COMPLIANCE " ' �� - ' W GRAD I N .NOTES . ',,, ND_ N. C M; L IANGE WITH TH THE UNIFORM PLUMBING © F , Q .. CODE,. AND APPROVED BY THE BUILDING OFFICIAL., ` ,•` . „ L 1. GRADED.' ', °c -. „SLQP1= SMALL BE, -NO STEEPER THAN.2.HORIZONTAL TO I PERTiCA .:- INSTALL 6 SQUARE:DECK pRAIN tJDS'TYPE'4O W% RISER dc.ADAPTER gR EQUA 2 EA 'Ll -• - L i4: HAUL ROUTES FOR-IMPORT,OR EXPORT OF MATER.tAL5,:S.HALL-9E APPROVED BY THE CITY-TR FF 6 •,INSTALL 6 ATRIUM DRAIN, NOS TYPE.9- W/ RISOR & ADAPTOR OR EQUAL. 10 EA'* ENGINEER -AND FRQCEDURES.SHALL CONFORM WITH' f5`QF-THE NBMC., 4 :, �: , Lij 2:- 'i✓'ELk,..SL�tPES,SHALL BE COMPACTEDTO NO LESS THAN 90'PERCENT RELATIVE _., • - COMPACTIgN OUT T0. THE FINISHED SURF�ICE. ;, ,: INS 12" ATR f 1 PQSI F . Q7 IUM 0 W/ RISLj EQUAL. �. B EAR E VE DRA (NAG£ SHALL E MA INTA I NEO AI�AY . FffOkf • Ai_L'' B1t 1 LD i N$ AND SLOP EAS. � • ; - � „ TALL DRAIN NDS TYPE 128 ER &.ADAPTOR OR' 4 EA' 3. ALL.F,ILLS,SHALL'BE'COMPACTED THROUGHOUT TO,A MINIMUM L1. M MUM OF. 90 PERCENT : _ 12: : FA R SITE 8 ' INSTALL EXTRUDED DURA` CHANNEL bRAIN, NDS TYPE 660' (6" WIDE GRATE) 52 LF CL RELATIVE 40MPACTION AS LIETERMENED'BY.ASTM TEST ILU-E_TO REOUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON Q,. S METHOD I557, AND AT THE AP CHANNEL GRATE & NDS,IYQE_6Q0,OURA`CHANNEL. ' APPROPRIATE ATE TIMES SHALL RESULT A N FORFEITURE OF THE 'CONSTRUCTION SITE - CLEANUP i4PPiOVE{) ;BY ;,THE SO f LS ENGINEER COMPAET E ON', TESTS SHALL BE PERFORMED DEPOSIT: ; PACIFIC, �3CEAlt :: — ,,., : _M .. 64 LF APPROXIMATELY;.EVERI";,TW-0FtET::i.N VERTICAL HEIGHT,AND OF SUFFICIENT' E - ® CONSTRUCT V DITCH,,. t$ x B SEE: DETAIL SHEET 2 - a OUANTI7Y=T#?;ATTEST''TO';THE OVERALL -COMPACTION EFFORT,AFPLEED TO THE , -:' . H. }3.- ALL PLASTIC DRAINAGE PIPE SHALL ;'k: ' FILL AREAS: �: LL CONSISTOFPVC PLASTIC -AN!) EITHER ASTM 2751. 0' t11C D 1' W C:GRATE OR EQUAL, 1 D STM D1 ` A 527, ASTM 30340R.A 785. .. - $QX, pB-1 `Z, 2 . / TRAFFl Q • .. a STM SDI INSTALL KSEi RAIN ALL Q 1/ICINlTY MAP' 4, AREAS Tp,RECEfYE FILL SHALLBECLEARED OF ALL VEGETAT,IQN AND DEBRIS., I . No PAINT., CEMENT, SOIL, MORTER OR OTHER."RESIDUE SHALL T.S: SCAR1FtED AND APPROVED;BY;THE.,SOILS ENGINEER PRIOR ;TO PLAC{NG'OF THE` _FILL. STREETS, CURBS, GUTTERS.: OR STORM,DRA1NSi, ALL N BE, ALLOWED TO ENTER WASTE, MATERIALS SHALL BE REMOVED FROM THIN:SITE. NBMC'17,.32.020 ALL EXI$T,tNG`FaLLS SHALL -BE APPROVED'BY THE SOILS'ENGINEER OR REMOVED BEFORE- ,AADDTONAL,=FILLS ARE ADDED.; B. ALL TRENCH BACKFILLS,SHALL BE- -COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELAT►VE COMPACT 0N, AND APPROVED BY THE SOILS ENGINEER. THE ,BUILDING, DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLAT WORK PLACEp,OVER'ONTESTED BACKFILLS:TO�FACILITATE TESTING.'- 7. THE STOCKPILINO,OF EXCESS MATERIAL -SHALL-BE APPROVED BY THE CITY GRADING, ENGINEER. 8. LANDSCAP`f1VG OF"¢LL S,L'Of�F.S`_iaND PADS SHALL BE. IN ACCOROANCE.WITH, ',CHAPTER It' OF :THE NBMC; Q' tinrlr`{r ANY nwl nC`AinA,bHi Ml ,.A K,hr. .' I '... t..� .�w....w1 •'�.. .. 'a... _ .-. '.1M/IIMVW MR H-NDTE - - - _ , �.{, _ t'r ` ,1. } '. SA1M1.0 r't. V {tt. ( jt' 1 . )f { i 1 T i+( : .1 ' }}t jr ' -+ 1 J i j qT 1. 1. -ALL R00M is BE GUTik72Ea o o wapouXs'i7or CrED. f .I (. r,i _ Ov. 4. 4 I , , I f # i ' t .1 I . , 70 SM M.,URM' i4 "f M..I. -.. ----- - y- .. , }'' f : # i ^ ,-yp 4 CONRtW= TO'MIFY ft� � VMt1N � � R�ORT ��_ f J ITT' I 1 � # ''' ' - � ' � .\( `\ I I I 1 ', _ ;I., I , I � ,I _ - - _ _ _ _ -f f f EXTERM/ om uMAY TRENi9s Aar PkWosm IN - _- it" j r� e i I 4' i ; J' � a r 1.: :3 A DIRECRON THAT PARALI.ES ANY 9ULMWG FOOTi 4 7HE BOTTC7A1 r / .< , �r .. ! - . 4 �.'_ f l f t _ , , I THESE TRENCHES SNOT" NOT EXTEND 8 XWA 1.I PLAW PROJECTED Tit,.,, ,ulvo>wR CuNvt;�; l&j l I y F . 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'f jj , . { , 't.. - Al 7t _ = 1 I - O J iN111 aE7Af $ 1 ; ' P ����11 �, ; ' 6.I C sEE 31RUCril$AL.PtAHs f F�1 $ 1 t , !•61 r . f Qs .� e m m I f _f- }}, ti 2 f G. ' ch w Q _ - t w= No:717 �m Q €I. 11 - I I t }: t ¢ �Exp. 03/3i/00 m G 11 Z . -' a f I I ' I F, I.c. � 'q �FCHN\ C��P (n _ '_ f��'"I' j '''K., r �CFCALFGP Q N' I ! - z 1, - tD f e 1 :� � p r '„ t (' ." t i y. r f i .94'r i 1. = 1-1 .� N , Y tI I a .� m tLY _ ; ' f' r< t' ` '� I I : CONSTRUOON NOTES*. � - � c z es ED I t u 1 -, .�d C- - , - , . f i.- C , , - - i � ob ' ", : 4" �,.,.- CALIF�nNIA COASTAL COM � SION OON5TRM CO"Mr. WOVEWAY . ^ a' c - /f l r f A ', 0`t" COAST DISTR L'J Q . IT ! .� ' `'� ECIALCONDITION� i 2 COWS7RUGT:FiOI�E7Ef1ARD5CAP6 �- �s=�.':..•. SP c. E rn ,, . I . , , .� �- tviET m d j' ./ /C . - q _s COMP QNCE DOCU �, E _ - t 60X. PER DETNL SFIEEr 2 . - . LI. 3 .� sD R Il15151pATt�R .M U ' 1 f v.: / ��,� P N0.5 I •- / a '.6 M C I i» C �F ' .. < ` C t ; ' ' 4 R(siMi PEEeo" 5^+tl Q Q -. A R a .r Lx. I s . 'IO PVC. Y: .SDf(' OR Sf�IED t I r,'' , .. _ CEPTED ii I 4 m "Jlf I 4 ,ry __T , / / , 1 -"a" ABS SDR"3:f.oR SCkiED:, AO PMC. Q► tG , a UJL: ESL- ',!' ap'in " _a .-- , 40 PYC. O" 3b OR 9CHFD. I '� I _ t Ass SDR ,l w f a0 t .' i�- y E{ {t 1 N' i `a - L, �ii x > � '1 t.� f / n j N R - DFWN 17R i �yy� 1WP 6 DfOFC FNSTALL SWNtE , .<. I U , p - !t OR EOUAL'. O1 w fifSFR ADAPTER, I , r .- grSTALL' b' •ATtiftlhl N1DS'MtE taa a , f r : ' "' '" - - 00o' �' W MOR,& A0APM OR UWAL.''.. 0 s �: r` S t 1 D NDB`TYPE FOR UM DRAM jj ALL t 2 A`1R1 VfAL1. 8L5f C7 .i,� 'EgUAL:' '� IMr,..n OR ..W i{$F3S do ,_ / t. f e F 'iy i 0 ESS/ .� i 'c. 0 �" s� A i. Q PER I VYnit Y Y 1M,STlf11. CURB'OPENVJO CATDH' BA51N' 1AAt(k(OLE I { 'wtf� e n: R V� " N.tT. CRY OF 51D-300•-L P � •Y ` W n •4:` I / I - Y Z , ' I fi T.TV �6 `�s- t iMDE 1/-DTfC� r, !t CdtASTRU�r et Of I b• t ice 9 Ir {�. y,e - , O.. t, 4 x .t t °: ' a I 1 r 'l. Y 1 .!�^ J 1 F �� fl o t N TAO �' 2. 3 •'LMLU �� 10 W5#ALL QUXXC�ET i� ' e• OR FLiWI. 110 4 ' t . It^-. c � W I. TRAfF1O tRfAiE JOB - � 0 , NO. ' l 0 .1 f t F .'l L '� j C A }: " v . I =D s,. r >i � �. l Y Ay 4 FIB a •, t azv .j' .y.. .�' 1 I' r .ti d. v •r.. •1J, 8 2 t� t. # =r av . . , ,t,C l•� S•f e " n. . .-. - .� .: m..e. 'YI , v..t., ..,Wo....-v<.a..a. .M.-8$L.L� w-ra. a.. J.e ,i�.,el.Vt_e,wifKxai'rl ,+�..... ..... _ _ , -. .. -. - ^'J-*�' I p.2 / 4 I a I11 II ° 'Z 13 UNDER CONST UCTION '9 ° ° . h ¢ A °/IIII�I� IIII ►��I II °. ° epz 6 I 1 1\ z\ I II I II I\ 1I1 lI ll ll ll IIIIII I1 11 11111I Z51I\ I1I1I I• Ii II f 1 111 1 \I�I�I/l Ilr l l 1 9 II 1 I N9 ,1°p,,�. 0 1�/ X II �I / I I IIIIIirIa II II 1II 1I Ii IIIIIIIIII /I -e _- e, ; r _e;,a•�,, a, III I I I I // /( I I ¢51 \ I l / / // I l I/ I I I I I I I / IIII IIII 11 I I 1 I i I 11� \ I\01I IIII I II IIII IIII 11/l /vb1�111I lIi\'1 IIII / / //// r I/II II194 I I i I I I IIII IIII 11 I IIII I I I I I I I I I I 11 IIII I \ 1�' / /// / I I I i / IIII IIII I III IIII 1 I l l i IIII 1 11 1 I I 5 ' 1► �Z• \ \ \ 1 11 / i / /� ii/ ///'/'i/ ��/ I I I I � IIII I I I I IIII IIII I �'�i IIII 11 1 1 IIII I\ I III I\\\\ 5 I I I I /// /// I I I I I 1 IIII IIII IIII i 6I I \1 I I iIII IIII I (l 41I I 1 \ 1 • I 1 11 111 1 \��1�6 / / / /�\ /// //i z3 I I 1 I IIII I I II I I I I f 6 I 1 11 I I I I � / / /• �.I�II IIII IIII II If 1 11 III) //(� ��II fPl�//�, i l/ /l ll / / /4/ / 6•.. 4• _ . , • / II I 0. �6 /� / / � � — "� i////�/ //'i// /// /// / / / //// // l l/ I I l � / / / l / / / I I I I IIII n` ;a, , ` � •G• __—_/ // ///// �r9--_,/// ///// / / // ///'/ / / / / /// //// / / / / /// / // / I I I / / /// / / / / / / / // / / / / I I I I I I I I I I I I e //% l/// /s // /l/j /j �/ //// / / / l/ /lI / I /I I I /IIIII II II I IlilI IIII I �` �" .= • a' " _ or / / / /• 1 / // // / / // /i/ / /// / / / //�/ / �//// / // / // / / / / // / l / / / / / / / / // / 5q / / / / // / l I I III I / I (i/ •29 •Z4 01 L A y ` \\ \\\ 1•p III I (/ / // N'S/ �'' � • ///�///�// �'// //// / / // / / / / / / / / / l // l//lll l/ l l l l�// I I 511� `�'o '�•b 665 34 °.Ing. �x10" ost Ex sting b L f1ding 24„ caisson 69 e9 / 901 463 V 60eGk qN. / 93.0 ' 1 v• ' °' f 563 _ rj 69.1 9.9 1 c o 40 k 0 > >3 6 §&'d 5q6 6 5925 v'88. 6gA g11 �? e p 9 $ 65 IN ' g6 5• t{' v b� I t 9 • 7/ 8%1,.vv„ ..• 0 a ', •° 9i v � `%I' 95,g °' °550� c t _ ,/t63 56 v, � 6g? ,I05 '6,,v',; ° ,� 6q8 q�,8 • ', •O � 6\ °•�- ° 9�'7 °• � _9 Goy EExisting �• drain inlet '94� 942 iO 3g4A g603' o ° O' - e� 19 y v' v 9 t6 6 residence P - T.W. z j 95.4- 29• - 60 69• a9• ° v.- j �9Gp', 97.9 9 9 95.5 '_ 10 1 ° 1p5 F F 9A- 9 ', .v 96 ° h' \ 60'1', .V s d9 91.4 1 .0 95. $y. °. , e' i 91.5 9�' T 95 / ?° 1 Act)°. ° e e9�•3p' e' ° r ° eBSf - 96' ?' °' 41.15' 6 � _ R00 p d1 \ c ` °' e' e• " d ° Irt '1P,° °' _ �° _ ° v v. 62••iz0 63' 9� _°,° - n o` n, •° '° '' -,n_'I _ Dip D' \ i a 'io- 'ly° _° ,.d „9' '`�I 56.1 6g.5 \. `�\ i 8• '�'••� 2 n' �° a", ' df°_ 64' 64' 69� 69' ° 6. 9°• - 0777= 7 7 77 °w7 7 96' "i e' 1 q6 6 o19 SCALE: 1 /8"=1 ' 0 Q ¢fit W Co�G' :D (/ m Q ILLI 0 0 CALIFORNIA COASTAL COMMISSION SOUTH COAST DISTRICT SPECIAL CONDITION COMPLIANCE OC CDP NO. 5 CONDITIOIn ACCEPTED -BY. Dws�:1�i r bouth Coast District office Permit No. By$ EFFECTIVE '_' Dates _. k 7�'/'� Olav S. Meum LS 4384 Ld Q .L :Dn0 N J 0 Q Q a. ccw L LLI W-0 0 H o z C�S O 0 w 11 0 w O °' 0 0 0 w a w a rn I I N I`' z o a U Q it 0 � (Q.5 W N 8J m C a In z 0 IN w 0 h-7 0 C+ °o a>i 3 CvC ~� Cc:(00 J �N i W t7 to W � pv-N cZU10 c o C � 1 . a c y C c< Ern a, 0 d' I'MU� 1- N aco LO LO We w 00 U I rn d- o L a SHEET 3 OF 3 JOB NO. 9120 , III..:. II,I.1'. II.. . ,I I % I 1I�- .II..\I I1 UTI 3 AN12 iRS5PON515IWTIM9 OP,,. . , ,'_ , . . , . See 6erteNal Notes DNisiart'2A:d $,"3A d B;'4A3 d' hI 71 POU D I. G Ti-1 GI NSPECTOfR - , F t i n in rma i C 5PC AL I - oraddto al fo ton. . I. - _ . Refer to General Notes, Division 3$, Note IO,"for ical ' - - _ 2' P - _ THE SPECIAL 1H5PELTOR 5WV1 OGERVE 1H WORK ASSIGNED FOR CONFORF1AtI,CI E TO , .-. + a - h r w [i , - - - , - anchor bolt spdcin re v(rements: NMere s ea a 9 - , TlE APPROVED Df516N DRAYUNCf AND 5PFLIFIGA11GN5. of SPEGAL M5PFLTOR SHALL 9 0. ' 1. - OGc r refer t0 shear hedule on strut rot 51T6ets For r I CUL THE ENGINEER OR ARCHITECT ` - III - -.� .. - - , , .'•. M' v , e $_ -tv tilfIIUr.:H it15PEGTION R�ORTr 0 THE QJILD N6 OFFl .' . - 1 11 " _ ` required anchor bolts ocin OF RECORDgND OTF16t DESIGNATED PERSo►5. ALL DISGREPENGIES SHALL BE ERolA�if;T . - a P 9 58 6 ` 3. ` ' %ontraGtor shol I contact Architect. and Strllctvrol TO THE IM•EDIATE ATTE MON OF THE CONTRACTOR FOR CORRECTION, THIN, IF _ - _ - - THE Bill NG'OFFIG THE ' ' , IMCORRFCTED .TO THE 6N AUTHORITY AND TO LDI AL . en' ineer i2. hours rlor to .Footin our and slab ¢ur. ' _ - Y I it 1 i it . 'r 1 n 1 I I n - • 1 • I .il < 1 1 11 ' , " i .:' u * "I, g P g P . P IAL INSPECTOR SHALL WHIT A FINAL SIGNED REPORT STATING rFfitER THE WORK ' 7 -q "7 -q 7 -Q- -9 -1-a ?.-q-a -3 I SPEC . 15 1 - I •" ','I ' I " �' ' 1 ' ' "� .8 15 . 4; Discrepancies and/or GOnfliGts with the foundation shall -- - ' RtS; ft* SPECIA .INSPECTION Y04 To 1W OlOF THE Wo GTOR5 KNOrI.Il IN, - - 2 2 be brought to the immediate attention of the Architect.-, GONFORMATLE t0 TTiE APPROVED PLANS AND SPEGIt9cATONS ANd9 THE APR IGABI E r YbRKMANSHIP PROJI5ION5 OF 71ff CODE. . ' - .-GA1550N - GA155ON CAISSON CAISSON GA1550N G, 155ON , GA1550N 5. Refer to the Bite'and/or grading'plan for additional / ''` `' " ' - ' ` I, ' . ' ' ' ' . - - ., - ; ; r rPFS of WORK RE601RU s SPECIAL IN EGTION; , - j ' j I.j ., '• j j concrete work, a sidewalks steps, -block walls, planters,. etc -a " " -ardware shall be "Simpson 5tron Tie" or Architect j � _ - 11 t I �7 AlAu p g • - • s'rRL�cTURAI. CONCRETE - . • ' . I I . P . ;,I I ' , approved equal ' , j ominal thickness with #4 , '(• 52, D ` '1 :: OVER 2500 PSI TJtRltlb TAxIN6 OF.rfSi 5PECtMEtt t PI.AGING of , , ,. - l w gQ . ".,, bars at �gio.at midO nt o/,2 sand fill 0/'6 mti. -. : • .. car trots j '1 . REINFORCED CONCRETE P I. barite shdt conch to 5ectbl 91�z1 for proanotkally placed II " I4 -2 5 8 . JI'-O = 21'-2"'. vfsqueen 6/2" sand fill, unless specified diFferent.by the 2.Providemotarlatapeclficattoromtolbna, • `e - - - o. The pars of cement to h looea'try vokwnes shall rot be biro than 1 to 4 1l2. The gV0#IlIeS of IIIII > - . . sods ens near,' ' 1 :, I d' 5" 5T '" s En ineer shall field vil and rovlde written ag4�aote agq "cement she l be alGxaCey measured. . j RUGT.`SL,4B W/ :'. 4q' 8. 30 X24 GRAD)= :BEAM - RECESS SLAB : g y P b. All cenrri shill h1 n61t LEG Section W032." i " I 1 rin rasp W/ 2=#c{ TOP d BOTTOM 12 m ELEV - SEI2 :,O.G. EA WAIF (I . 1 , *; SD4 rep rt of q0% max. dens ty and 500 soil bee - g c Au aggegtea ohm( ca pg filth uB6 w093 tar Hire a9g eyate,_ , . GONT. W/ #3 TIES REFER TO MANUF. shml tee iatrmba w as to liar and uniform ion at N lento is rem trade eGsoilspre O s a: The lam of Hater to cartel I2 D.G. , �1 '75 rior to any can press e p SPECS" ®F,.OUNDATIO (TYP) ; ' ; q V�Tenev sulfate rests qv p p y e op�Ordto, Hitch, giro xl wd Hill form a liar n�rars�c�ote Anse cantertq rottla�saqs emr a formation. M j I } concrete mix should be in accordance with U,B.G. Section I004.3. , accurate calW'oted eta re shall be pr h the Hater 1%. The natersln11 s a mnanum essoro of 60 . _ �TYP. ,U.N.O.� - " SD5' SD6 i3 t 0. r Do not s ale drawirl s. , P"i P amlhorol Pet to i0 toot d rise a+ elevation betneen the pressure gouge ad the e. _ - , , - . - 4ci �J, �j' _ a - 4, , • 9 - . ; b. TM remsnt ad shop bend mixed Hdtftout added Hater in a twtch mixer for rot less than aro mauls and al+Wi • `,;, 41_11311 E, , Refer to detail 53/SD4 for caisson schedule ��d a� -r SD6 I j, , rest qvd Ot 6ee4v anent nau� aP Po'Od ?J SD4 3 be dean red to q el betas fro mb er. is otber� m x Ix used rMn f 8 A-13 PROVIDE. GROSS BRAG ING - ,' 12. ' 6eotechn al engineer to provide 6ontinuous tns depa ffient Nozzles used to plow concrete to of efnu a motto m s u of N 5/B a rhea. 52' S1 " ; "BETWEEN PIPE COLUMNS REFER I 14' inspe ons tiring 5horeing and excavation operations ' a. Proarotk car grate shall rot be placed rtrre the atrean ken the nozzle tarot drect a the surface an . TYP. PILLES ,uita'i d,00trn the ` < _ " i So 12, : Lagging requ red where excavation exposes marine terrace to „a„ni pt'r�e mdd` ratio as r�c supp'y o�maEarola� ` -:; ; j I- THRU 8 SD4 SD4 �5 76 wxarod h7y S a er re ba . , ' P�, D depos Lagg ins likely no require a ai er ever b, a .Mn orr" reinforces steel, the nozzle stall be hold d rk ht agles to the wrfacesa td , •g aass� xteat3 .19 . RECESS : 0 m.. panda is fto I ev(aw by sea oghst. a matante of not more tha5 3 feet.TO DETA L • bSD6 SD6 P, ). t din bedrockl` I ; -. - O4 ! ; 5 (�. -1 8 k ' 13: Provide stew u retain( oval s where required For sewer I e. ' .6. An d�epoos�s d base sad a'rebowd ynil be canFuflHu� removes from ur a dace beebro adcitlaal coacretet. `/ • " O .SLAB 2 ° �,O , C. : ;O j , :;. q. P P Wvn enctostsEq'readorcM steel, the, nozzle shall be held s5 as to drect the material crowd ttw baS. Each bar shall be ' _^ • _ _ _ - _ - shot from at aost trio dfectlow A second averlon:ed persrn ea��aed nRh m aV bt stal otteM tM operators t 5 ; ' t, / .. � F `�' r ,nr ;<,,. , a+, • . - 4 M ' . , - - HileneVer reef steel r bettpp erlcbsed aid shah cafoiully pr&trde tho rout a'Fd bbn out all rela; ad sag _-_ _-_-_- _-_-_-_-_ :. -. I; " - ' '�,.` - . 'S� . ' �,,, _ _ _ Mch mug be to behind the stUl. . - . -- k _ , „ �q; +� , 4 - ' ' • : , ' g . _ _ `r=-: _,_: _ -_ - -- _ - ' - EW.EPTION: Wrrs aorcrA# b to be deposited fist earth, otlrr toppraved moor, may be used to remove ..; '';T .:r, ` :5�.° : g, ..My { - rebaad pnlxenotk a1:ja ,- p . -, . `.-<, e.„ - .. , 1 : a, f. PieFa ot. controls shell be stated d the Wttom W the seetbn oxl the su•Faee sMlt be held at a . - - _ „ < - mhanm dF 45 ees nith the hordodd to W ill removal of retawd. RYawnobc ca ate shall be applbd to beams i R0." f' SY from YG aide to IY renovci of the,GG(MLL '-4'" E =f_ to II 6 { 4 c'. �. s v .:r` � <Y ^ n the • \I N V +4.` 'i `ern"- 'A trtrs idar thQ+ "k` e d at IeGst 46 z �<, fi i rd Ia+tt19 9Mfae6 an %ca'/atlan w IF cartenete s to be be j� ;`. 48 nil: 4- t�i Z , „r +' X"'`� r-. f I other acecLrea II ,x -c ::.. o rozzb loess I III. -�` �iY „>^ II a�a1 to ttbri the ''i ,r tructbnsha bs biAded �':�' �'�" - �.�.':.,,. ,. �I� sled LalS S:. �: - Pit r >, iT' - �s N ;, , �. SD4 - oar pas 91 a tax! for macs than 3t7 T �' tlr tmsM ace dstdbd on the wed . tkff'NI e f re II not be ollcned to s "r • ' �I r. II be c ad I , plm��grgrd F r tNa a eta boned dppa I A Mn . Be A'e OG11m nor Ion - .. -,, - -r� , , ., . ((1 . mNUted YnICSa a 1 a0 a h0 loped part trl Q 'f'} 1 n Y` k , I1q yedge II1fled. �` _ , the caitrete ids redcMd "i Mih se V O >kFda >ha W � � hq na , '�'' " - .:I 1" is , _ - N tillage C mor°u4'tJ . ` - ' " . ,' , , i- 3/ o - _ n - .. h, All ctasea and recesaea'shall have a nidth 5o percent Tooter than their depth+ a A.B. 1 - �4 [. { G;' 48 I m �' d> A:B C SD6 53 �i Q ' leas . - , ., ,' , , 11 - - -f; ,.: \\ P - c Y '48 a . „ x ' - - . , . - - . : I, The ar esstro of the mother end of the lase stall be rot bas than 45 pN fa hose of 100 to ttl« t t. M . . ` .. - . i .- - - .'-a�-"x�i _ :;,.`. - , - ` ' ;`1 3 t::t - } .7g SD4 t-- - - arreased 5 pal for 50 feet a frodbn tiered, for hose excess of the firs 00 ee .,� 1 . 24 O.G. 1:` SD4 L. �. C� 24 O.G: j . . v pprr --- K`=• ,a, • . - 1 - SD4 �ltion, thine or pressure stall be In r 5 psi for each S feet, or fraction thereof, of vertical rise. �-; I ai ' - - I r - ':,1 - k �•:,;- .,I , _ - ., - - - I. fi§rmdk concrete shag be sestetyavrp far� a Cxlod of rot less than 14 days eater being deposited, wllex X • SGter ed methods ace IFied on th6 s 10•s. *' - - F.F.E. 32.83 L' ::- n n.. - - q� rarPeaP - - --• - a defects h the hark shall be at out and r laced. .. c`, • _ _ k ReLnlxd, s ad'Other .. :'_ so-. n. sx v q-, - •4 " - -'�, • --- - f `„ L (' Packets• sags, bugha 9 awrreg - Z ,f'.�.. - 4X6 ,rr{{ .- - + q .. - - I. A mhb wn of Or" es shall be taken Fa each W etblc ds or fraction cop, of : concrete ilea r II be taken ad tested the meNtods destrbetl h JBL. St ndard No. zb-l0. The cores shol td 28 p - - - -5" �' - D�r� - ' , e - 1 ^_,§,.' - The acres eta W t !o nr - I - t :. " _ " `, - I From fie date the taraste b deposited ad the tests shall scan a z6-day 94w9th at leas actual It , • N 0 _ £:.._r - Ile ./ s ,t„ - • , � .. . , - - - � - - , k stied an the - - - ' In �1� _ _ ..> - _ - t I { L Pt e i T - ",N `r o ri , '� 1 4 ' I - tee teat shall be ovided .. - - - _ `•%" _ �U ':12 „ _' -Q - ;.:,' 3 5�'TUDS 6 " O.G. - ExcEPrloNl rfter. the p���11 of prom toncrate is bas y s obit ,p-qa: one Pr Q / v - - %r ,. '„ ' Z fa each c bit p a MatbM1 ttdreoF A tsWtabb test be substltute� la tees time tit desks Is Lased an a -- - = V . 'g k, - .,r 8 .I . �,_.: , 1ST FLOOR - - masktnwn of 2000` d i od less tho+ 5o tublc of ttc concrete is ltea LL + Q I. � : p Pas 6 <' / ,' 11\\ - l - , . -Z « F.CG. = .31:50 . „ I - ;,t B R1 NG .YVALL5- . ' Ji m. rr ere tad tt.r precbae tre b ll o€ lace From n e swears, the e�eraxerctent of tw mW .. - _ . - d8 •:. / .,% - , - - - - - _ _ .. , -• .1` . - - - 'Q� 1;,' - . , ' . , 4, . - - - N - .. , avrov� cores Nolen kom a repl es tes made at the saw tine erd lwdbr ate sons condtpos m the ', _I�-��,�,,%�]. ,, -� -- *� I,iI-,. - -7-- ':%�IYx�_._(I1.,'---',� - - ' ' - - - ,»; fit. - - Q - - \, -\ 1.. ,:} ,- _ k+,^- ., . -. - - - cbnuetsbe - - - --- - q - <n, ='7 - 1 . r 4 - h9deposked -' - - .�;-T- * j`_r - - t m , - �'` k.,e. >F _ ;} - , ,1 - . 4 - ' - - - - .'n. Thr Iwtion of ill concrete shag Lv tantWays ted -c r ed tar oved - v - - 48 . m v *., ; 3 -O. " 5Q> v v plrunottc . ►� I I p oPPr a1 : j • - _' I 45 ,, >:I. - 5„ m p.G. ; : s I the dapQtl+ er L- - - SD4 .1 Q O t"`-, PAD x.24 O 71 .. - "t - i b - - - _ - - - - D4 '� - k .. - _ ' - - o. The neatfacag steel aHni Nis asareg trd n pace a1 o morvrr that prevents ay movement dxkg the guntte -- Z _ _ W/ 3_#4 SD5 CO astattauon. , - ! - 51M. _ rV "; £,�, sHotRlNcs NOES: -_ `i t-IcA °� E.W.: - n =" "` - - . N . to . i- - - - -. N " ;, ' �� �'- _ =a - . 0�1` @ '.. ' � Q , , � 12 -� - ...":24' - ," '« - ' - - it '- - - - :. 1. 501L51341GRE6i SFAl VERIFY SUITABILITY of SHORING' DFSl6N AND tNSTALLAT'ION O,`- SHORING - 1 B 1 - ' w \ ,, ,t_} - - - . - . _ .''"` °' .: �" 1 - . - SHALL t$ PERFORIlW MOM THE SOILS ENGINEERS %JPERV1510N, : - - 11 A-I4 -i- . - A-14 - of O. HEAVY WAP?iENT OR CRANES, S ALL'NOT BE LOCATED ADJACENT TO.THE SHORING WY4(l AD U 11. . 6 - 1 1 45 - 4 �- I - a 4& SUMP PU I,t ; a l: - _ : r - ° "•,s e •-r-;. ,� ..e` UN.EFS AF'PROV® BY 7F� 5TfL1OMtAL 1316RIEB2 - ' . - - - , , = - - y-�;,f _ - _ _ - I 9. CONTRACTOR SMALL VERIFY A116RAGE t3tYAT10N. - - - F.E. 32.00' `''\ > :: _. SD4 .Q HOLE 5 E I. ,V _ &"9 r,... ;1 8 -O SD4 1 14^ - 46 _' '- = (� , ' . - - 4 6 SQ. - - -�. _ -'•8 GRADING PL - I- ;'.<_:. " :. - - Z _ - 4. 5•IOwNG PILES SHALL BE rafuroRED- ANY oF� CF+cF(MOvf3••�NT sHALi.'BE At+,v.r2ED BY rHE - . I - SD4. _' _ :_ - - - ANC I FOR IAL SHORING t0 PREVENT . . w - I AND TYtl- tY.FI T•10VEt•1ETli SHALL CP115E RB•1E77 t, 1:. SO L5 t7f6gYEHZ - �_ 4 N a- 6 50. .�`., PA x 24 - Y. r �t i V H - r 1 1 n . I RIONAL ►t7J8-�1T5 PRIOR O AIRTHEJZ CONSrRUGTICXI " - , , .�fi z' - ,X ADO .� 46 f PAD x 24 < O 1�' .. t7 > u . W/ S 4 - 45 j 48 KVt I """f 4 S O' j r J i r• - I �HOi PROGEflURE: O $s SD4 5-#4 y 5D a SD6 SDb Q- Z �% E.W. W� 3 ' t. 17RILL VERTGAL SHAFr FOR GAIY�it6. :_<, SD4 t i-, cI L'It" m II SD4<`.`' t I ; �, a TY )I : -I . I I .I III 1., -I I I.� Z. �:. : -,. . I v t. 4 �;' Y - z msrALL cA sea+ RoRCEre+r c0 N 3i TYP. E W 1` e ` .9 y (:<. r _ d IF PtANs. -'`4 ; F,;, -- - �;- -,":.,:. �`p� •s' - 3. FILL SHAFTS KTH CONCRETE AS SPEC IED ON t. - -r , : - .,: .- ` � `, _ % _.. T J� /� i - - _ ' 'y y,' : ti, ... _ _ - : , - _ : _< .:; ,.4 k'• ,-a--.-, : , - _ 4. F�(LnvnnoN rtAY eE6M M nE UPPBt ngRD of nE FILE AFTER n GatcRETE HAS REaLFEo A _. , f1 �t : :�;� -, _ r,: N - ::� , t - - - TRNIhUM STRENGTH OF 250 P51. THE REMAINING BOTTOM 1Yb Rp5 OF CAISSON N$TbhiC - 1 si , ' 1 U ra rt - n �",� ,., x, :xis` _ _ - _ .."' ' ,.. . "'�.-,--.-.R>: .T,. - - MAY AVA TI£ CONCRETE HAS REAGED lT5 DESIGN iREtKTH SPEC IED TF$ r - > BE ELL TED AFTBt - 4"_ /4 4� $ , - . V - - _ - e 3zv `, A _ .x. 5. PLACE LAGGING A5 E�iZADECtd7S: - .:x , -r- a -i k� e, '_ _ 1 - _ .0 ..' w ,..._ :'.� . - Paax Wall. eETr�+cAlSsa+s. ` - ins- _... r.$- _;� , s 18 ,.. 53 - S Af '� > �-- r iutiat PFtc�rt� � o�u.FttTrs.Tt�v: oET t$. O- � - x. - t INS Iul. *t"-. ., , O SD4 �� = -- I : _ •, -.,'. '„ 4b 8A q I, N s, DwLL AND INSTALL Dorris INTO tosses raTH s>pxY PER et"rAlts. < D4 P' -# - X" J _ -O - A. MSTALL WALL REI FORCt7ENT AND APPLY 6UNUTE PER NOTES. Z - - v+• 5 - - - 5D ) '� n r I•Cy_,-trv� Q i- - - 4 E.F.E.= 32.0 ,1t-6 !6'�'� -2 -,,:. , 1 N m O 1 _ _ "m- P.G- i J_ i q . :: 23 O: _ 4, I6 t 4 , i 5 T2 5 r m. N - - - - - - - KEF TO 6EOTETANCAL INYESTI&ATON R8201ZT BY 6EOFIRM FOR ADDITIONAL SOILS INFORMATION - r . -; ; ' ; r: SD SDb Q Pry Fcr • wawoo . �(T�� rJ "5 `LAB ON :GRADE Wf . TYP.. " ,j�n�, - y /� yy. > - >,.: , V R�oRr a: g3tp " ;b A - - - - - - �.'i - ❑ 46 : - -� x x' Y; - - 3/4 A'.Y"-u CY 12 `V.V.:`• -. -• v . - . - : #4 @ 12 o.c,, E.W, OVE! . 1 } -� �;; ; I 30"x24" GRADE BM. + -,1 _ 2" SAND OVER VAPOR . SD4,7 Y.. 1, w/ .2-#q TOP d . BOT. - 'SD u r ,�:1 - BARRIER OVER 2 SAND I,:.. it GONT.' W/3'TIES - - - F.F.E.= 32.C�0 '. s ®'J2,1.0.G: OYR U.NOJ . II 1 SD4. I �" 45 64 46 1. - o- 68 62 _ N - 5D I � 11I � I.- II � - . _1. I�I1 , I.�%� I, . I I. ,%", - I .-�I . �. .-� -It1"% -.1, I II% ,--I", I .I111.I�. .1. ;1� II .c;i-= ,,I -�Ii- I- �� - i1j %, I -I .I - - , , !I I "I1"-.% d_`.:-1-I.2+1I l­. �� 1, -1, -- *-. II : .I I �-._I,_.�1I._ I 1I , II1",,:1. - % ,-��� I,I I�I� ­ � II _,, I�_I, ,. I. I�, __-� j I I%% I. � 4 " Z,1 SD5 SD5 - �: �'1 $D5 SD4T- I 12 r . . . q _ t I �: l _ 1 ,, , r "i x .: a 1 _ i • r's.. "12 _ }, f` 3 -:�, ;:,:,: Hera YI e r. a =x I , r f0 s` � rt = o ;a :� d Y SD6 le s„ l eV .f 5 X� r .,, •'t ,,;< is - Lr b- t' - �_ f h x�= e rr� te ;.� r h - 3 - ._. i_`--`i ;......-_a<u- ..-�.,-# r'�'.'c-...c'L._. ' -. -- ^,u - .� L ._., ..... ...1 +u., �. w..:: i=`,.`s.`..''.ci'.'-..e+.t.: ..-�s+'.. ^° �•;.r' -.. i' V ;! - -1 - - : - =Y . X 1 conform - d - R�� - - v to "12 -r5 II r - . .- F.F.E.= 3 .00 - I.. f Lin _ 1 Q i re ort dated I. III _ ` ") -Id3 8 [ $.. O O - I" , 0 SD6 SD6 p f I� - I. m Y a O v, . ) It 1 ... I t . V '�D . m I;'' [F1 ., ® OUNDATION OEIRI �- . O . - . . ­:«: - I o t . fi... r a w,i GE .I- : -,I- O a - m 65 44 C_ - (� 1 $T�-, , w,; ` � (TYP) ----- . - DATE SIG NEO :�I-.I11I,� _ It...1% .I -I . _ I I_ .��1� �I ­ II .i,I ,� I%- I I 1i I 1,I I I . I ..I , . . ,.I . II� . I , I II .:I I. � . �I- .I � I.I I II L %I 1, , �I -� . r% �. II -I I 1 I "� I% - 11r,I I1, , .,..I. , , , I II I I,I." I � % ". � - I �I II . I .. % II I1­_11 v,,_I,l-zt_'�-.��I',,,�;�r�`.:,-,-." ,,,l %tr "Ii 11 I . I7 ., . ?.I I Ii� N ti. x . , -- _ I - O I+;. ,_ SD$ SD ,ui Q- 0. -, c0 , , O 51 v .I- `r O Q,. y X1 13 . , I SD4 13 .q . , ti#.,l:} - ' .4', p1.. �[ O BELOW 1; _. -_ _� - Rtc EY :1 _ _ , 6'1 - b6 17 ®® - - S 5 h ti« D SD5 F 13 ' dJ ® I � , ., N - _' , ":^ to S . EXp. 03 II -2 24"x24"' - ::� l i Pt: . O @t p' Y 1 tI A 12 75 = i- N �o� R # )� I I - SDS SD6 - - F b K•5T O Q .}, crl # :: it') to K tf� I r - ,w. 1= . Q s roc o . ff1 .4. i ,. , 63 . T o I �t X` :?,: I _l V rTEOFCP�? rn- --_ - - e `6 I•.,,M_ ,. 1! F�k_,.,..s' SD5 �('«.� ;I .1 - - - .. "" - - ` t i Q v 4=: . f L . I rt 74 'I3 - 0 1•0: N 4.• Er.1^: ;- - a,, {'. t - SD6 SD6 - - - - D } . Q 41 6' _ N O O _I :6 :I + -x iA P. 111 N - _ • . - F- m - \�` r. 1 d 6.. '. h , N /I_ 1 {- , _" a (,� », . Y+ - _ - _ _ . A a " SD5 SD4 , ,;,. ,{ # . n 1 #4 Ct�16. o. T8 ,.r ' p; s - ;; � GONT >. -1.0 r.. U ' : ->-.r .I-...:,,s-a-, •-'', .-.,,. ,.-.-,+-,�...,-,-- -s.-<•s,�l ,,.-e-. r ... 1,1.- -1 - IV � . . -- n nag. x , t _ .�, ' S`'{x: r "+,_.: "i , - c "21,7 h.' ,,.1. -, r- w �`, b '• {^ .'.. V C� Y 65 4? 44- . = 4. N x, r y. h \I 4 , , , +f x { fi 4 Y 2 -(Y - f '�: iD ` 1 , SD5 SD4 SD4 �� << -I~` '`r,. 1- 'r '; '24, x2., -, -x • f`' C I. I. •II I. I I �. .r� tr - 69 . F A NOT +. SD5 . O E:. A •, . . , . , , `<OMIT CII AISSONS Ici `S, 20 Il . , , CAISSON` 66 L :' BELOW _ , Y.. B .IB 2, LINE^FDEGK . A is SD5 ; ` :. 411 # GRADE BM. 6b , • ' ' ` 0 - LINE OF DECK ; bq 2 x24 W/ 2 q T8 B SD5 ,REFER' TC3 "L ANDSGAPE . ;, W/ #3 TIES �• 12 .o.c. - - . - D " OPE . , " ' 5 5 "<., 10 n V: M Z----��// ,; . A/�' / .,r I' AA< ..nn V. W .`- Uj .'. - _ � n .. O t l i-� 'W-1 Cj 1 O. i w '. u�. m V . V C 11 0 O . N ` r ro U- ' , �e LU +. = LL ' cc_; V .O U '3 fy 16 Y. Y- tu m . - - lA� Q m X N M. .C, s z U 8 .ia ICU, • , 5. l+ o C 1' . ♦J .e , ' - I, c C f _' V' /h w -' E 1, m : I , E_ . , �, W pp G :. Zv. iI� V ` "' :,- .."., _ll • ' Y- - 0' '. " . V < " Z ■In V _ Z �� XX` i ' A ••--te�rr � ' dL �" . ,. ,' U_ Date: I 1,11, office back check - R6vi$ion:b.lO,iq .A struct back check R5 avi ion• 6.11-9q 2 build'g dept. corr. Revi51on:6.2t.gtt 'A Cry TTAL , Ill 1M tMt Revision: 0,5. Revision: Job N0:Q8-028 ru cc ca Y:z A OL Date: Office back check Rev sion:wj.", Job N'o:015 0­25 � A v .,�4t*` 0 Ul Lu. (D r Ll WA " io JToPPtce back check,`` yg struct. back k"choc."A' Revisici ARC, °� s .. Ol No".C8012' (PI E 13 Til 1 9'1-il' ul IU ,—> Uzi ,? ul - o�a. -.o V w m U� " m w ,�.... ca VUm� � ti t < " N Q $ Z U ' C O • Ir Za W ® �N U C 2 3 a , i O._.t Oa .n Date: . office bock check Revisionb.ioaa etrvct. back check Revisionb.n.aa BUILD'G PEPT. GOR ReVl510nb.21.aa 3 Revision: Revision: .lob No:4:qB-C28 ( I 1 T/ u SCALE: 1/41'' = 1' O" B 1 v CkI ILIA ry A(a DiLIQ �.� OvA .. O � v CS m wCC U� u .V CC 13 C �} s cc W U W C cc m z C i `s9 O v ` V IL OL O NO Date: ' ofFice back check Revislonb.io.gq Q struct. back check, ReVI51pn:6.n,gq '� BUiLD'G rJO-T. CAR RP.V151onb.2lgq . 3 Revision: ' Revision: ' .. Job No:ga-025 ���DARCyyh' � • No. C8012 ` O '; ROOF PLAN s _ _ _ ' �IN J DOWN SPOUT D4 51M. I PONY WALL I -- SEE ELEV. 1 CO� BELOW �� �' 4:12 4:12 D4 4 FUTU E OLAR D4 ///\og D41 (TYP WAT LINES �� T N- 1 O VER1-tAN6 / T I. D4 4:12 4.5:12 D4 1 I I I �� M. _ LINE OF 5th FLOOR BELOW \ N N ra — -�� —o ----- 1 � j 1 LFUTURE 50LAR — — PANELS -- GOPPER GUTTER I 1. 1 1 i I I I 1 0 n ROOF - NOTES I. Refer to 6eneral Notes division 1A for additional information 2.All built up'flat roof areas shall be per. General Notes Division--f. Minimum slope 1/2".per foot. B. Typical roof material shall be (coordinate w/ general notes. See 6eneral Notes. 4. All roof and roof to wall flashing shall be 16 oz. copper U.N.O. 5. Tile roofs shall be fire stopped at eove ends.to prevent entry of flames or embers under the tile. . 6. Protection of openings. All openings into attics, floors, ' or other enclosed areas shall be covered with corrosion resistant wire mesh not greater than 1/4" in any dimension except where such opening are equipped by sash or 'door. ' i. All gutters, collection boxes, and downspouts shall be 16 oz. copper. 8. Roof_ gutters shall be installed only in areas located on the roof plan. Downspouts shall be located only where shown on the plans. slope gutter to nearest downspout. G. All concealed roof drains shall be cast iron with FV0 overflow. Drain shall penetrate foundation and connect to site drainage system. 10. All overhangs shall typically be 15" U.N.Oc See roof plan as overhangs vary. H. All chimneys are to be equipped 'with 'approved spark arrestors or wire mesh screening not exceeding 1/2" in any dimension. 12. All solar water heater lines shall be insulated along their full length. 13. 0 symbol indicates typical attic vent. Net free ventilation shall be not less than 1/150 of space to be ventilated per U.B.G. Sec. 1505.3. 14. DO NOT SCALE DRAWINGS. South Coast,District Off* �}s Perm No. _ F3;r 1 ..,to-- -_ SCALE: 1/4" - I' -. O" Z _ ek OVA,: O imp _ W' CID _ D . N� LL W V 0 � ,d U01 Na. � cr 6 C tQ Co � m .. ". o d '+4 IL Z O� 0( OL Date: ofFice back check Revisionb,io.a9. Revision: BUILD'6 DEPT CORR/�\ Revision:6.2i.99 ''s Revision: Revision: Job No:98-028 . �c0 ARC, JET No. C8012 N REN. A-54 � 0 CT 0 71999 0, INSTALLATION REl17UIRVAENTS FOR NOISE REDUCTION IN PLUNIIIING SYSY MS ati-c1 fNtt PLt•aOaG�,aKR s4rlteloc wattte'oc F Ta(retdaf, U59UMILIAY. JOKTlPAmcq rSRi1R7e' U9a ua41Vt ftkNC#R �s. ACOU$TO•-Sleeve FEATURES PART DESCRIPTION PARTY MSTR ew NUMBER SAG QrYABB t J/y(•OR �p Tr bBiM Lr1oYlT OAl �� .. ■ ■soli■ _ .�` . • Spacing device slips over water sup- P-6501 AS 11T 50 800Y34 + E'�"1" V ■/�� ply line nipples during the top out P-•65W AS 314• 50 80028stage j� I Mallow • P6503 AS 1' 25 60024 Contractor ay cuts around the C::0 11 s 't fsLYs beO yrf leave SItlV! l0 IpV! a perfectly round hot! I 2 �T� to RATo fl)N- 'OAS -yor �p-rTOM of mal � for ACOUSTO•Scutcheon * OTyo4 �TUDf! MU EXHIBIT 1 alD M ft T'efgweri iMAI►ust 10 ROD-N4S Flla.orl tK'S! uwEO � h:Ot�'C�`3CD GO"i171ilOF.: E• IEOd POR WW th a t too S-400 ?x WlueoW SILL f#RAllttTo ROCTa►i4� tL ' JOMr FARI►LLEL Tb iW%Xw L HALL PahXTea • FEATURES PART DESCRIPTION PARTY MSTR CTN ACOUSTO-SCL/tcheofl NUMBER BAG QTTABS , . r ` `J w \ . ° J:CLR• O •Supports water supply fine nipples P 6401 AE 12' 50 40(Y21 AnAfts ,/ I�MagR R Tsw{� *ever aL \ '2-a►" Tai swLa tu that protrude from will P� AE 34• 50 400T21• • Provides an attractive cover plate P-6403. AE 1' 50 40(Y21 , N eygy ow . W N •sera grltllnld 11efaRaaN POOPWAOOwrkl �sM It Si •JTtr't0 YtJeoo 1•IaRTriwy vn Kos Flirt �Jru, 4- Of FOt Ztw1� LL YLhTE o H O . • Prevents pipe from contacting wall P-6410 AEC 12• 50 40021 board, plaster or panelling P- 411 AEC Y4' 50 ' 400R3 00%N abo T r u Omit A�'W war alle"D J�1 � �� W. FOMs) AV11f[ OR JOR! � Ov • Special acoustic lining absorbs x `v �► a/►TE ej•afil tD?A CIEc.TORiCE P � FeI#41 iS lzill ouLY roR tCATI AMD "a AaTPswBe noise vibrations P�412 AEC 1• 50 20M30 I'LG-0•Pwec f Prb Ft/w cfa•.oll Pti Aeowo xEsv- iwf"" rotalllw mB+*►+k. rMrra 4A�'1t sJOTM M tIIP 7UtL WiOT:i gR - VIFJr1 - /IND 5PnC11J6 SEE pgNJINGS POK /ctUPa LOG+4T1oN GPA 6 "I -MoTTs•wmf 04 t1%VWq►((�wava oV•M•Q Mef4 ibft Me" roes 7r� TD SUIT CONST Rr•Ga11R6r'7i<• US Nwf to, 4aer,Flt FL`N , • B!W OT*. �O1'6011 Lou OMPAKfIO - - JDPbT7 f'ORJ•abftiG7AJ�� 1flralt.L . - V � O EXHIBIT 2 W •� � n/ Pill ANO TKE CH LOCATIdJ9 tJ0►4L WA. PAitT11 '�JJC OLOCKM4. MoCilleyslve a5Locxll•U4 JAMB. yiUp,! l OJ CoklaJkCTbNO ACOUSTO•- Kit FEATURES PART DESCMII/ON ?� •yT1)pb Aw'D( ry - ■ NUMBER • Choose from kits for 'r .,'� - lV■F a variety of P-6720 ShV av 10' Bracket 2 EA P-6301 sink and toilet installations p 6721 " �• Brayer 2 FA P-6301 j� • An kits include Y2' ACOUeTO-Lator P•6722 SinWlav 18' Bracket 2 EA P•6301 and it', 20', a 2[• bracket KAiAI?" Trot Tas eRIFPttw Pw,nc. ,u 9iLtFG IN 1114e R►t UAU f�`Ta �et� PLAt f9tlt4 2•loi 11aE idBull tv►•EAIDTC O•PTrO �1A44.1'1 •--t FLY �y�pe yKPs ew_ � P-6730 Toiet 2T Bracket 1 E4 P-WOI • Stainless steel bands are IrUC,G JOwtT �Rlr� ".'I � included in sink and lavatorykits P 66059 18' Bracket 2AS ?-A I(•s P 4)'QC• 7OD4f NNLII 4- W P N P45OW 2G Bracket JNDaJ oflPuaq rltt l C .'Cs "4. oc N C � rWLL - °ur+Ni�d-ookrito o \ a - reag0t.'Reo leso ovabT�b 1 wIft i tl Alp 9417\ U � tT-"J(aL1..ILEWD5 Abno ANGI+o1ey owult LU ? ~_ EXHIBIT 3 1 GORP�R Ih:�LR�jCC'IOry ALT.CORn)ER Cp"Rg Arlo iw-&RsjGT)ON&s 9Tk3D haLoW �0 0 5 U PART DESCRIPTION PARTY MSrRCIN _ FEATURES ACOUSTO•-tator NUMBER BAG QTT/tSS 4FLCEAo1wT f:/sF1LR 15KoNoeuP9ILIG! '� = V • Keeps pipes.from touching P-6301 AL 1Z 50 ` OcU6Lt Ut1R t>t RLIL•o[�,IN 4 A 4 MdUC#^ SPy,�l tyy�� Gori�INJotly "scam � �GK W u O Q � 'a noise -transmitting surfaies such P-6302 AL 3/4" 50 5=5 as wood and metal Studs X-'BJ(I hike DI&MST•�'b I N CQMCt✓:*, tt, - yLL ►Ara'O TOP 'rA•'•TJ JNtd9•! OTIateW16E H01e.D ok DETAIIaD 16er 12"o.C, y a z • Features high -impact Plastic )t- 40 SA N CIA.MM03 I rd M.►meNt•( • u construction with special acoustic lining AIL I�r L'kTAll,el Y - • Fish-hook lugs hold insulator La W 4) . _ securely in place PLAN V1114-J PLAN VIIII&J EJ 1:1/ETtOAJ 01 6WEtt CALLED be 0J Roof rLAAi US Fvbf Na 4_1M 007 ' RGLT'•r�•.W4✓^S+r,'���N IGe+C.�.T� 51UC LJae�l Co�NECtok13 LINT?:L 7o THO MULLfoN TYPICAL UrE B P ICG PL' W0M FLR.4. Room ctTA ab a C = EXHIBIT 2 C 2.0 4TROwG &Aaw- ex FIt7Ga j%OAI1.0 'CowT. TAKE ZW44-MM MOW AND W&COO OF WOOD an= 1iK'G1 o t ' B.DOfDT �y*rtR;Ilry •LYtRI tbRE T�sMM+r�t ZZ fSaA++ a•R•! OCLJC--+ W/<3I14J �J 4A Df/kGVi. w..o wu Ra�.Rro.u.s II- I f.••w i 1 4p lf.J.•y�p 1• hi �±fAsa AOptlOrlst ADP^''^dates m a PART DESCRIPTION PARTY MS IR CTN FEATURES BAG us Tit15 ACOUSTO•-?ad NUMBER I tole Rrr •rr rr A+r 2r� JOOG,�ac. •@`f °'w'"' °�• '+• `••••••• ftW 1FkF �R� sP eoto exm•w oust wPrektT(tTr) �(1 • Isolates pipe from surface contact P-6701 API `0 50/38 • with structure and dry wall 0 • Use when installing pipe for shower = _ _ _ , „ I :o .;:I - �•� . / i I Burr . rsrr - RL r� . frar. . x.R - - - - - ?•P•[EyroPPCL6. I i•2•s' 1 - to w ?-vP. -trl. A,00?-oe cot ew / i--AP O'YD WIO1H LRanL _ x.♦ to x. If 14 .• I+o ' 0 ,� o w•I11�� users, for tub drops, and through floc ? -R • nppt''°"Ay 1"Qp0f JNkalS Ep Pilrrsak! SJ•a If 14 M if 1 14 -• W e �q'1te Q ished walls �\h �\ I D_ ZA 4 OFA _ 11 11 a•ru•n taiskat lxas If 1 24 I 24 - if 1 :. rtu�i �cv�i uJ6sf. S Ln:TEL •!t•DoR S.x.e i io x• i u ie xo _. 1�M•/ I?•FMM ' ] ' ' STA.G6et •OOk•i Ca A•i, I GOtvEN•! 2Af a,OG i / . �, � - 1 '24' �Ow4'!"R 4• btAGEb � �ittvi A4.E'ev6a•T- .- It' k�•tG� LA,RGIER •t..•c enrM•wearin.en..r"mw+errw wem wma o=v.rl•>•o wrawrdar..0 h.,ra+ �1 ,t•F:II:PONG..•W?•b• .wmpovraMp••ew,r.,rW.e••,,..ree..n.rT.. 'I ' L ?oE `WLS U.!fID istW111u qe ur°•e.Rnor •Yh 2•-,oL10 &K'ea.--L1; 4•IEP•• AOD I-cy Po[ H AOOrO•b. �2*- OSYT" aP" ��.CC!!!! ,,,, LS Palyw No.a}ta.6e) . ON Cci.omtj•bP"•O EA •jIoe ON 5"r•'! JI•.O�¢ Asre.orG' AD'G•G ,J/ (1) %LINES o• SOJO eie[e ..re4 opal Q ' }►r"j •rSt M ?A7 Oalu . EXHIBIT 2 �w7lr"°ii ^C CR 6SA:. 6Acrc .J/!�o>IW'-. Iris/e2OG P 4. liFAct' GO H,W• I •y.,ob►AtOs.Fjt 4':O••4Z1�OlkOKlt'rbCT/Ra4/Aa[i(T'rs!) carlco.c. •At.; .� ,�F�2'DL FEATURES PART DESCRIPTION PARTS/ MSTR CTN � IAA Oii/LBS b 1 i i DUtt SRKL ■/�` ACOUSTO•-Clamp NUMBER r•.fap 51w t f 100 70LY33 • Special acoustic lining completely P-6101 ,. AC 1l2• , j 4: et'G Jot4TS +Ma .. 2 aLLG 6• bCAesE. yawO.j .Quest IA1 gwU, 61% t•Y Ca I(p 0.6. encircles pipe to insulate it and P-6102 AC 3/4• 50 4tXV28 absorb noise vibrations 1' 50 300/24 PLA" oFa 4eWaDU.R r FOR 940F J0 -hrlb POw 412l, 4PALIWG "'� "1' TD 6::4 JO16T5 ompP IveJZ 909•Yaa.•fib (� P-6103 AC to j s OIItG4TI ON Secures water oipe joists o O Constructed of durable high.unpact plastic _ IU T-fCAL TI�5 AhD gTiRICU?� •ooF .iolhr gurrofzr %f'aGAL Fea!2i1JCs(Jy'JoI�A:IOAIG- 1Yt' •+ONST of RAPTEK bKa - w0'Ta:OGTAIL • O ♦t u4 E0 OI•.LY r1HtFt c•A•.•:•wO - P'LY w1ooD SM`'G . OUT ON rLA NI- SSG W�A•+S t logo W`P4 balc`low M�7 aP01it FEIWF. Z . • "GOJbl..al /�4° eTf�P LI/ si• :?f?' R H w t. EA EMC e PI E TRIrIr1tR ` '. , Oa OJ/MFr-•J4 b••1. boa-PA"•I'4 Puw 010 4 Oe-,AiL6 EXHIBIT 2 a r • 0, 1•toja,Z -J/ 24" cooµ V � High -Ear FEATURES PART OESCRIPTION PARTY MSTR CTN3 NUMBER SAG OTYASS ACOUSTO•-Clam p • High design . • rlolcH- JOItiT WAwcAR 0 W"OeR 1 i I bMWO 90• lot of PTA It I www � ■cos bcYo�lo A QL -ear may be nailed to P-6201 ACH 112• 100 700r33 floor or ceiling joists or broken off P_� ACH 3/4' 50 500F33 *)ILL RATE-� PLAtJ 0051LL I�TE JorloT wGF !A TAIL JA•T ova F ♦'• o" LO.4 during fabrication 1 9Tl:PPEO iSOoT'!, t� GOt tE(t • Grooved body allows attachment to P6203 ACH 1 50 30CY29 SPIICt CpPlpm Oou►La ,44AOMR 1 Alt ceiling joists using a Bevis hanger To e0 wu t _ • Features high -impact plastic P - CbnStrU[tlOn with special dCOU1t1C NOTE: NoTe-W rt PT'r1TNIN ATTOP Oi JOINT paLY NO OTHER NOTG.+a• ALLOW tO L;NLibb L PtYL,10 a04E .jL1 WG I Few•- IATW FOOTIwe Ra•w P. LA O`A - lining gg TAPL.KV 00 AI••Rovtr arT ayGwCBtR• (0)104 :Sae NIAIL'b GAI T - DRILL }'O .bLE SEelott worc 4i" �_41011 FOR ,TAIL JOINT-,y cabs rWAw o'• o" 4�A v .I • O c Q •p• - v :- i °Qe 0. all s ♦ e = Cale: R•rlelOn: EXHIBIT 2 �• JOI.sT OaIPT14 Tb -x � hl0 E: Joi.,T LIA1N4Eleb swA LL -� (}'�'" I Lew PRODUCTS m O R O IJ P�� ' 4UF-w0 .r'4 l-larsbCR p p rt •►IP-4f16OP4 Op, RAUA� IA!"iLR �,,, �,� I. sjl_O• $00dallyProducts-•Tech SpeclRdsrs••Rapid-FR••Aqua•Fio• - _SUPPLY LINES LAP MIw , Revision: JorsToR ICllklarme90TGN sJ01•bt PPAMIW dpoPia-IIN�1 Revision: *All het and cold water pipes, Mtbgs, and valves shall �ewe indkectcgMactwith the buildhgstructure 4TEPf•Ev FoeTlPaq 3S • FAM ��-IM studs a drywall. They are toe isolated with speeialy designed chmps and �M detrktfs that have �. a syrthetle rsbbor shock absoAer matrted within. Several T Lam_ L If M104 • tk-r ' v No eb 11 "�44" Ptlw• uwarLn'r Revision: system components are available. See E2bibit 2. DISTRIBUTOR: WESTMARK ENTERPRISES, a All sink and shower buffets shall be Isolated with a 1. RUN i"A4a awai W OF •LYI•JOoo PtRP NoicdL"AIL - - - - - WOOD Ogg PLAW � SANTA FE SPRfNOS(310)921-6770 so«lalydeailned WOOukgasketthat,ismountedbetween the faucet and kl rnoteaMg swine (shdt, sink tops, -To J014T U*4Lfsi a0TS V orwriewi-&e. MOUMPAI&Y • hfAilnJ4 + a + .I a a 1 '. Drawn B shonnwwalls, eteJ See ETAIbk3. _ Q• ",Lb Ab"LL WAvf b" MIN. efGGE s1•sTAwee -- �� + , + a Water supply stab.outs shall be isolated hom the, sheebak WASTE UNES ►KoPT 404M Of wLYaA00 a FKAIMir•IG Mat••IOtls• f OIMPbpW MIG MOOT - Job No. q8-O2S wallberdwkh an seousekal Eseseahea. These devices a Far floor-cti rg assemblies, and waste line penNratlan of are shown 10 Esdsibk 1. s. rRovloe s. sllx IIWis Wwall:a HAUL bP"iWa _ Iti Lebb TWAN S"O.C. rOP: aJ •••,1 Lf s 4 "O.e. • - GAP oR AFr. anuAL 4tM/40a tK r*a►T norrconwnort walls, waste lines abort the slab fp b0 Failure to isolate the cast kon. If ASS is used, the space suroudin� S� pltiml l tNja IOJ NIAILIS AT /LY.J000 .10 NiTes. axe eP •i'NAIL PwtJ000 _ GAF OR AP►• a@JAL POAiT 4Et PLAN it/� the Pipe must be packed with ffter�lass a open-faced mineral system hem ark will still Mark wool, a sprayed an The In a somewhat noisy dtnbhq Installation. Mv4s OIb A _ 4. Pitovlve A T rids Ar ox e•"atiT - rTfrlsafa• ftALM TO PO4sT CONNECTION N� th Coast District office 5 �p y�I" with adhesive calivios product. Theretore, k is is that all of the w " 1 !p� C,• JEq ti often below the stool waste outlet shall be isolated from the �� positbn blocks with carpet padding or a ftk material. The abort components be used. COileetively they act as a system In themselves, watch de�lgnad S. IK Ll V J Of a • PLAT 1LoGrt'm • ea"a � 4 sTRUcf•1 - rLriN100 a eLUTh ATTAC•af0 Tb PLYIJOOD W/AIaR 1'/a" 4to,"as _ 4iM/bON @T64,44 TOP OF APPROVED Ta V v O y i7 ` ertke space arouRrd the elbow shelf be filled with fiberglass, do function. f.W.0 b. AT e.w+a GAA¢•.� As Evaf valtb t•I.y bs t�-YsJ000 1 NoT4w 6erAN'1 Permit Is'o. er equivalent material. to a paRkular Any [Mat to We function LIOsaO. LfvaTM of e.LtAr To &a GJT Tb PIT Jolwlsr root GONT. row �L.ATt '" m C$012 t The Gar of plastic tv►s and showers shall be ebcemtrent of aarnmryy one cOmIsonetk COWRY packed with will ultimate lessen the enecuver*s (fteylass y s " Q•.O• rl,y = ►lrsJEti•i JOINT ad/ .t, aL§Aja I AGa MwsO. ADO ty/ irs m N REN ' er sprayed -asmataial. The boKamn of tit Ids of the entire system. The manufacturer has shall be blocked, ;-� er.w. To sAcN Jor6T AT iNe oR aft. CLEAT IN9TN.L • a' o.e.- t 1Ax. Mai C* • r Q ppraovidcd for the installer detailed instal- !is' - i• Wwafer LT AU JGNTfi = _ "' CTIVE The phombkq system by Its main degrades dw aoow9kal latlan booklets that will be available in auk box of merchandise. lastallalion Joror LAP oruce Oeo•.a fs t fro ywpoo JO# JOINT 1♦ ofBlbaT. Avl► QA4 Of *•4 HAILif[ -- ce: j� OQ NKege of a wall. This Is prkmeriy due to the fah that the semN►rs hom the aarrrfacttrer an also wg Is ly bwof hBJ. (a)14i tttr•sP•mea Aft /te•er JNOtF '- �"'-`' OF CA�,�4 p► tail system, a sand earlier, atRKhed to �nera aailsbk upon redunest. the suds w home wall. M ruder M a 11 erlah the gables - '1. fkotJNwlo'f NAIL AT vIAPw. Err,• WAIL - �` ia)wJ to A►,oa ffl f, bAM6 ewe P%AW eta WiOTW /her 8*4 •f pipe noise, Ill pi "W4 system RAW be Isolated hem a it is rectmemerded that water pressure shall not MUW VARY, a.4oRaS, opAa Q.4 s1.aT n► ocrf'fs QA loTJle NIPF, beWMWLf t 4TJvs the f►M1•NEIrk. Them (ollawhng hrstallatlea reoukermerts , eua" 50 psi• Tttif. d JWaRf cALLaO Ar Moats .jbille" IiJ 01s' k wA44-Zs sTt)0s EA. an necessary h ardw4• (3) reduce Mt leve(d noise from flew ouT ow MLAab. B� eALLav our 064 Fuss e� 6.4 alrlra or /btir the pia"w4 system. (2) Uelate on system hog • $Ino.w head water striders shall be used is IYItk y `!.4 gas WOTfts 0#6 8+4 PAIsALLOL thH. NojaraAL the sir"Clame. the Rao to less than 3 Salloln. Je10T araYDwsP -�,r W/ I« • Ia-e.e. W/ WALL. To WALL A �+ //wg�� I/t� ^ Mftr��� ICAL NOTES' TES P�YWoOo PLooi, • FoeF ONfATNWg6 &AM 4JPFoRT bfTAsL� n s7 �ti•f 199 - kx, L0 F X STUDS ATERIAL t SGH. � ... BACK COUNTER TOP FINISH • MATCH CABS PLAN INT. FIN. SEE 50, SEE PLAN 00 _ . - rSILL PLATE :AT ALL ViALLSam"'• _7 - - - II � �� ,.`.\\\\��� �� STAINLE55 STEEL,TRAY SHALL BE I/8" PLYWOOD .. J FLOOR JOIST I I1r�1 v� arvncL SEE FRAMING - - - - --� X" 2X BLK'6 71,11, 2X4 FM'G SRIN& LOADED FLOOR MAT. F.F. 5/3/PLYWOODYYiALL 0/ HINGE, NV STOP SEE SCH, - - - - 2X STUD SEE APPLIANCEWALL BELOW - - SEE FRM'6 SCHEDULE FOR MAKERECESS , 1/2" PLYWD 5/4" GYP. CRETE TUB SURFACE OCCURSIT AND MODEL NUMBER m 5/8` DRYWALL NOTE, SECTION A O a MAGAZINE RACK ALL FINAL DIMENSIONS TO BE COORDINATED W/ INTERIOR CV DESIGNER, ARCHITECT AND OWNER FOR EXACT HEIGHTS CHECK MANUFACTURE'S RECOMMENDATIONS a MATERIAL: COINCIDING W/ TILE CONFIGURATION. FOR MOUNTING HEIGHT AND INSTALLATION m l Ike11 FRONT OF TILT . PANEL SEE INT. ELEVATIONS CABINET SEE INT, ELEVATIONS OPEN TO GL'& SHELVES SHELF DEPTH MAY VARY SEE FLR. PLAN SHELF MATERIAL: KORTRON O/ 5/4" PLY COLOR: WHITE KORTRON EE76E BIND Z1 DBL. SILL PLATE is GYP. CRETE 1 1/2' = 1'-0" DBL-SILL IT SOAP RECESS 3" = 1'-0` SOAP -RED 13 IN DRAWER IRONING BOARD I. _' 1'-0" IBIBRD O MAGAZINE/ TP RACK' 1" = 11-0. moglz-tp O FLIP DOWN STORAGE PAN 3" c I'-0" flip-dn O PANTRY SHELVES 1/2" = I'-0" pan-ehiv _ SLIDE OUT TRAY FOR KEYBOARD, LAP AND SPIKE ( TYP. INT. FINISH IL MOUSE, ETC. - USE 200q ACGURIDE AGGURIDE FULL EXTENSION HDWR TO F.J. OR BLK. + INT / EXT FINISH ( TUB DECK FIN - DEDICATED SEE PLANS I SCHEDULES 2X STUDS 2X FRM'& + I j/2• DIM. VARIES - PLYWD SEE PLANS INT. FINISH z SEE PLAN i GROUT d I BED LIJ I. N — — + LAP AND + + 3 i I SPIKE — —T'INT. 2 MIN, TO WALL FIN. RADIUS L CORNERS, TYP. o • $ � PLASTER SETTING 22 FRAMING a SOFFIT SEE PLAN i ALL FINAL VMDI IONS TO BE C.00FWIHATW ry INTERIOR ":W6NM ARGHITWT ANW Odle i FOR EXACT HE*HT9 WWAVINS VV TILE CanoW RA-WK MASTER TUB SEE PLUMBING 56HEDULE 18 SOAP / SHQWEft RECESS Iq MASTER BATH TUB 1 1/2" = 1'-0SOFFIT 3"= I'-0" SOAPSHV R STUDS A B 1 G 2X4 2 5/8" 5/8' 1 4 5/4" 2X& 5 5/8" 1 5/8' b 5/4" BASE DRAWER DRAWER DRAWER N � �p � DRAWER -KL DRAWER - WIDTH VARIES TOE5PA GE TELE. LINE FOR MODEM FACE OF PLUG STRIP -I(V FLIPPER DOOR5 UPPER SEE 50HEO. N SURGE/ SPIKE CABINET = - PROTECTED HARD WIRED CIRCUIT Y'V 36 MIN. MIN, b REGEPT. KNEE SPACE b-2"0> HOLES IF t3s" HOLE THRU TOP OFTOEUNDER GAB. L16HT FIXTURE-5EE %HED. 024" MAX FOR MONITOR ROLL OUT SHELF CABLE-GABLE- INSTALL W/ HEAVY DUTY YUDTH SLOTTED HOLE 30°MIN ACCURIDE FULL GROMMET EXTENSION R NT ® CPU 0 PRINTER 4-2" HOLES rlK, NEE SPADE I Q-� FOR VENTILATION I i I I CPU/ PRINTER _ LOWER CABINET HOLES PLAN VIEW FOR FOR VENTILATION N�0 VERIFY ALL DIM-NSI/ SEE ELECT. PLAN FOR LOCATIONS OF PLUS, STRIPS LOCATION OF CPU/ SECTION THRU CPU CABINET AND UNDER GAB. LIGHTIN& FIXTURES -SEE SCHEDULE PRINTER W/ PLANS FOR MAKE AND MODEL. VERIFY HARDWARE DIMENSION5 VV OWNER PROIR TO FABRICATION OF CABINETS INSTALL GROMMETS ON ALL HOLES 10 BLT. IN ® WALK IN CLOSET b COMPUTER WORKSTATION DETAILED PLANS 2 UNDER CABINET LISHT 0 PLUG STRIP I" = 1'-0" MSTRTUB O 3/4" = I'-0" bl-vile O 3/8` = I'-0" :computer 1'-0" It -cab 1 1/2" TYP. CONGEALED HINGES INT. FIN. SEE SCHEDULES TRIM FACE -- SURFACE TY, DRAWER - - - - - 3/4"X3 I/2" TRIM G I PINE FRAME i 1/2° l9 ► I Lu SEGTioN THFW DRAY�R SEE A I2" B I / I ADJUST. Rt V I I &LASS I SHELVES LnY�Y _ + + IL I I I/4' HBACK 5U6-FLR. 11/2" LI)ry I BACK 2X "'S, JOIST SEE FRAMING SHIM SEE FRM'6 TILE GASIN6- E SEE DETAIL 20 2X,RAFTERS- 0SEE. FRM'G J BITUTHENE CERAMIC TILE I I MIRROR DOOR W I \ I dJ tr p Ir- z LU I I INT. FIN. EXT. MAT'L OVER EXPAND CARPET MAP' N 1 I PANTED SEE 5GH. SEE ELEV METAL LATH BATT INS. FOR SOUND — — — — — STEEL 3/4" MORTAR FLR. 15T. ATTENUATION N X LINING FOR DRAWER BATTEN FLASHINb,. _ SEE FRAMING CAST IRON DRAIN �Q TOUGH LATCH FACE 0 SIZE rL m HEAD 2 STUDS.. OPENER ONLY FRM'6 4" TYPICAL TOE KICK SPACE SEE INT. ELEVATONS 5" TOE KICK WHERE HEATER OGCURES 23 TYPICAL EXT. DOOR JAMB d HEAD 3" = I'-0" JMg-H 1q TILE isCEILING /\ 11/2• = I'-0" TILE-WALL)15 5HOWER DRAIN I I/2" = I'-O" SHy @ipRN I I TYPICAL BATHROOM CABINET I I/2" - I'-O" tXatheab O MEDICINE GABT. BEHIND MIRROR 3/4" = I -0" �� O IN -DRAWER SPICE RACK I V2• = i'-O• Id --spice TYP: INT. FINISH I/2' EXT. PLYWD. BACKING - BACK OF UPPER CABINET ELEVATION SEE 5GI I. 51PE OF UPPER CABINET SEE COUNTER TOP 2X RAFTER — O THISLATCH 5 DE TYP. TRIM 2X STUD WALL 2X STUDS SEE PLAN EE PLAN SEE FRAMING I /// TYP. 2" DIM. 1/4" P.P.6. MIRROR PULL-OUT HARDWOOD SEE PLAN TTING BOARD INT. FIN. O/ 1.17 ---- I_ u R- BATTEN I BITUTHENE INSULATION, I SEE PLAN 5/4" THICK PINE BOARD ` 131 ADJ.CABINETS = a E.S. OF UPPER GAB. _ BEYOND • 1-• GUT A5 SHOWN TO 6L. SHELVESON DOWELS (V RECIEVE 3/4" VIA.. N ry DOYNIELS, II I Mon 5/4" PLYWD. + - • I ' � _ O GL6. WHERE OCCURS DRAIN sia"R R T /� HINGE I I 450 • PROVIDE () 3/4" VIA. 1 DOWELS TO DISPENSE ,' „ + - PAPER t RIBBON INT. FINISH' 17 SEE SCHEDULE I I x� _ VERIFY LENGTH OF ►�.- � DOYVELS IN FIELD. 14-V2" PULL-OUT KNIFE EXT. FINISH i DOOR T® WOOD SLOTS A" SEE ELEVATION I a 1" OG. TO H o "SPECIALTY PRODUCTS" 2X4 STUDS ® 3 4 WIDTH t DEPTH OF UPPER « gl�str �c Office uth C *MOB- E02 Ib` O.G. • SEE INTERIORS. VARY MAY ENTIRE GABNET TO PLAN VIA-• BE CONSTRUCTED OF' APPR > •MATERIAL SHALL BE PAINTED MDF iKORTRON O/ MEDITE 11 F erpi 24 WASHING MACHINE OUTLET 20 SLOPING GL6. ® WALL - 16 SHOWER'5EAT' , f2 WRAPPING,1'APER DISPENSER O MEDIGINE.GABINET IN WALL'.' 4 GUTTING BOARD/ KNIFE DRAY+IERi 1 = I' Lcnlfdwr 1' = I'=0" '' LNDRYH2O 1 1/2". I ;-O" . GL6-WALL I. 3 1'-0" SHWRSEAT. 1 1/2" = I'-0" WRAP-PPR 1' = I'-O` medcob-re _' O , zAV �WW OVA O O V! V V C� W m i i— - NU "i+ .. H _ r 00 O�°� � ' z W U C Co W cu ` z W � Q �Ur � m a z a it 13 m m w C 0 v - iLJ vA iL- Date - Office check corr. Revision- &_Io_gq �I Revision- Revisiorn Revision - Drawn By - Job No, 98-028 a € i 0 t t ' Nib C a3 m . No. C8012 s OP g, 71999 2" VIA : P0100ER COATED , E'- PIPE RAIL- PER CURRENT UNIFORM BUILDING GORE MIN. PLYWOOD SHEAR FINISH SURFACE 2X P"INS — " .- PER PLAN DADO STAINLESS STL.10 'iE?4G0"• 5-%4° REDHE _ /2" UNTIL INSIMTED CHIMNEY FLUE SLEEVE AN R5 -�'~ MID - BARS R fPL sr+olce Cw� I�eR Je ANCwoR PLATE PER MF6. �" EMBE ENT DOS OR — — — — S16N STUCCO WDE COATED = t� 4 CAST METAL WALL Q SEE ODOR SGHED. " HEADER- �T � BRACKET YV' 3) 4 Ld_ 4X4 I;WM . CONCEALED EXPANSION EXTERIOR FINISH O OC FRAME W/. ANCHORS EA. BRACKET d SPACE BRACKET POWDER COATED 1 Q I/2" VIA. LAG -I a MAX. W-O," D.G. BOLTS 2X4 TRIM _ V pA R. 3 COLOR PER OWNER lu (L CENTER $ITUTHENE N FlREeRIuc COAT O%SGO TER FI L SUNK ® - PIREeox WALL POSTS CURTAIN POCKET 2O; n N.G. FINISH SURFACE MITT SEE FLM - HOOKS FOR „ PER PLAN FINISH FLOOR al —IN ® CONTRACTORS SEE FINISH 5GHEE WOOD STUCCO MOULD 6 Q I N VARY)OR CASING- SEE CEILING Q (V ABOVE S SHIM DETAIL FRAMING 2O PER RCP" AND REFER To FOUNDAnON a . Cl" L— FLOOR FRAM'& —7 e STRUCTURAL DW65 FRAMING PLAN FOR SUBFLOOR. PER PLANS �/ 2" DROP - MIN. AT AT PARnGULAR LOCATION PLAN -HANDRAIL A END EXT. CONDITIONS RE 4 FASTNER MUST BE ABLE To RESTS ' 200 0 LATERAL LOAD O TYPICAL. WINDOW HEAD- STUCCO EXT. W O MA50NRY ,FIREBOX .TO. 10" MTLBE5TO5 FLU O EXTERIOR ANDRAIL @ ALL O EXTERIOR THRED SHOLO CONSTRUCTION JOB SIGN Ib' 3" = I'-0" WIN-HDII 3/8° = I'-0" mtlbs 5A 3° m I'-0" Hrd-r104 4 3" = I'-0' EXThshld 3/8' = t'-0"' 55JA516N STl/000 FLOOR 5 I . O i O1 12 AS OCCURS 2 CEMENT'BUILT-UP o (off o o — — 2X STUDS FOR DRAINAGE- MIN. &RAVEL BAC FILL TYP. WATERPROOF DECKING MEMBRANE PER PLAN 5L. 1/2" PER FT.. O/ BITUTHENE WATERPROOFING �.--INT. FINISH a ro — 3/4" EXT. THUNDERBIRD COMMERCIAL SEE 50HED INTERIOR FIN GRADE PLY SEE SGHED J O DECK DRAIN 5'X5" PRECAST DRAIN FRAMING PER CONC. TRIM _ STRAINER STR. DRAWINGS O/ 17/8" STUCCO i (�"Afi• m — aas WATERPROOF WITH ° CMJ L GYP. BOARD BROYI(NWAT — _ BA R TILL,E HYDRODUGT - 2 GMU WALL SEE DTL. 2X4 NAILER OPIgN LL 4 SIDES �� DRAINAGE ° W/ STEEL SPARK ARRESTOR ��",�. COMPOSITE WITH ° REINFORCING PLYWD. SHEAR WOOD TRIM = BITUTHENE PER PER STRUGT'L WHERE OCCURS n SEE DTL &RAGE CO. ° DW65 502 DRAIN 20 rw ° STABILIZER BODY BITUTHENE SHIM D-4 4" IA BITUTHENE STLr FLASHING 294 TRIM EXT. FIN. PER ' WINDOW PLANS NOTE: STUCCO MOULD �-GA51N&- T = SEE ScHED AREFER TO MANUF. SEE DTL.. SPECS FOR EXACT WOOD DOOR 20 SEE PLAN REOUIREMENT5 FOR VIB JAMB, D 50LATC TION r Y,m te{p(,.pl wit W ne au a n. w 1O' • ] W w w ® •m spy. •YJ CW 1W aYJ •W V3 .V� Y,•V ➢!R9 TJ°f O! • W • . W H W W i V] ABS D BRAG PVC SLOTTED PIPE SUBDRAIN WITH 2 LAYERS FILTER FABRIC BURRITO WRAP = (15F/LF &RAVEL FILTER) ° a CONCRETE DRAIN TO UNDER- SLAB 4" DIA. CAST IRON &ROUND SYSTEM a DRAIN PIPE SEE GRADING PLANS OTYPIGAL DOOR HEAD 5 NINDOW 13 HEAD/ JAMB SIM. SFIREPLACE 10 GAP 6 VIBRATION 150LATOR If 1'-O" �TYP. WATERPROOFING ® RETAINING WALL 5 AP-RETWL PECK DRAIN 3" = I'-0" deekdrnl doorhd0l 3". e: 1'-0" sta0hdj3 3I�` 1'-O" Chlmaap2 vib-isol 3/4" = 1'-0" DIM VARIES - NON-1.6. RATED LIGHT CAN SEE PLAN - _ � ..... • JST. FRN1'6 INT. FINISH 2X STUDS PER PLAN FOR CHIMNEY- IX4 AP. TRIM INTERIOR FIN SEE SGHED SPARK ARRESTER SCREEN 1/2" MESH I GAP- SEE I DETAIL: ' / 5/16" X 5/4" STRAP 4 BOLT (W/ NUT d WASHER FLATTENED END OF EMT 1/2' EMT (CONDUIV FLATTED AT ENDS 1/2' BIRCH PLYWOOD — 10 THROUGH STUCCO - 2X BLK'B . ND. SEAT 12 51TVTHENE 2X4 NAILER 000 FLASHING 2 X FRM'6 2X FRM'G WD. TRIM W z WOOD TRIM I 2X4 ® fY Q METAL DRIP SEE DTL. FLUE LINER WATER HEATER Q d EDGE 20 (TGP VIEW) L > SHIM D-4 IX 7 INT. FINISH STUCCO 30" MAXIMUM 30" MAXIMUM LEDGERdl 2X ' BLK'G 12" MINIMUM 12" MINIMUM TYP. BASE Q 1A WINDOW- mm FIN. FLR. SEE SGHED INSULATION 2X STUDS BEHIND SHEETROGK PULL-OUT DRAWER REFER TO INTERIOR ELEVATIONS FOR ON ROLLING HROAARE PLAN VIEW OF FRM'6 `' WALL SHEATHING '. CORRECT DOOR/ DRAWER CONFIGURATION - - WITH NON-I.C. RATED LIGHT CAN 11 I 11 I I I II 18 WINDOW SEAT I"', r-o" WIN -SEAT 14 WINDOW HEAD/ JAMB SI 3° = r-0" stcohaj2 IM. I FIREPLACE ® GAP 3/4" = r-o• GAPS O INSU. @ NON- I.G. RATED LT.' 1 BAN I -0" LTINSUL 5/I6" X 3" LAG I - 1, T`(P SCREW W/ WA51iER f II II I I r 1 / \ II I II J I if DIM VARIES SEE PLAN STUDS A $ G /� �4FROFa eoRVIWJ j� 3/4". R. t FLATTENED 1/20 EMT (A ENDS I I I I I l I I I I I J I I 2X4 2 5/8" 5/8" 4 3/4" 2X6 3 5/8` 15/8" b 3/4" IN INT. FINISH SHIM SPACE WINDOW —ICIX4 WD. TRIM I. III WATER HEATER SEE . I-1/2" X I6 GAUGE METAL STRAP/2" BIRCH PLYWOOD BATT INSULATION FRONT STRIP II II I II I I I PER FLOOR PLAN I I I I I I I 11 I I I 2X, BLK'6 M. SEAT INT. FIN. SEE 50H. MOULD _� I INT. FIN. LAP d„ INT. FIN.' IX4 NAILER' [� — I LINE SPLICE SEE SGH, . BITUTHENE 1 t I WD. TRIM W Z AROUND -CASiNb 2X FRM 6 2X4 ® l)!' Q ENTIRE OPEN G. 20 (2J I X OAK Ib"_ D.G. Q d D ATTTRAGHED TO I :, 5LI&Ht GA51N6 (TYPj I— TILT OF ( II II I) I -2X W .".,SHIM SEE DTL. ' SIOE.OF, GAB.. 8 2 BOTTLE INT. FINISH W I I I I• LEDGER - 20 INT, FIN15H- " 5/16" X 1-1/4- BLOT TYP: BASE v 4 SEE 5GH. (w/ NUT I WA5HER) (� STUGG6- 11/8" R. I II ��I1� THROUGH BENT ENDS OF STRAP I/ _ ' 2X STUDS l I So�Yl h oa t District Office . I lf)IdJ ^� SEE PLANiln:d If11dJ / / PI FIN. FLR B 2 A ELEVATOR FLEXIBLE GA5 PE gb aA ERR e MECHANICAL G . CONNECTIONS. Per o. �__ CHASE tfll�I. BACK STRIP &AS SHUTOFF Yg F M�F'LCTTV O• 1 aq BENCH. SEAT i.. i =o $enchol 15 INTERIOR DOOR HEAD/ JAM-o" - Dneaa-2 WINDOWSILL, 3� �' i'-o srxosli� O SINE BOTTLE STORAGE RACK I'-o" WINE-RK 3 I u`rER HEATER ATTACHMENT I• : i'-o" Wnstrap �(l v „NO W � m H' a m LL l,Y r W .� V go 10 0 yQ W ' 00 • U W W cc m W t Z . W m U W � � Z ay Z -a l� mpp b Z 32 •. V Date- Revision. Revisiont BVILD'6 DEFT, CORRA Revision, 6.2I.99 3 Revision; Drawn Bye Job No. a8_;028 �c D ARCy Ali g. JE4 m No. C8012 Ilk"�Q 4 � CAti�F i Trn. WLJ ' , WALL FM'& HANDRAIL PER — UBG 5TANDARD$. ` I0 2X RAFTER TYR EXT, . . - STfJGw O/ ' - TURNED BALUSTERS 2X STUDS f BAGKIN6t 9 6A. GALV. HORIZ. BITUTHENE a <4" CIA. CLR. EE PLAN + JOINT -REINFORCED = BETWEEN EACH S� ��� FELT O/ PLYWOOD WD. STUDS ® — - SEE SEE FRM'6 - I I TYP. ROOFING MAX. Ib" O.G. VENEER PER PLANS EM: FINISH 5/6" DIA MACHINE BOLT FLA5Ftc5 I O/ TYP. FELT MIN. (I/8" SEE ELEV. z w I I PENETRATION REFER TO CURRENT UBG ttl Q FLAT TILE ( INTO STUD. FOR ORGIN6, I/2" PLATE W/,(2) 3/4" DIA N N051 I BACKING, NAILING, WD.' INC9, LIMESTONE MACHINE BOLTS a 45" O.G. I I GROUT SOLID ROUT BPSE �6 I MIN, I" THICK EMBEDMEN T AND ALL FIN I t/b"'Pl YWD. GLUE I GYP. BD AND NAIL N I I / \ 1/2" PLYWD. SHT6. OTHER 6ENERPL MASONRY VENEER FLOOR 2X BASE W! EASED 3- 2X STRINGERS ATTACHMENT REOUIRMT5 — EDGES - WOOD TO ' INL'FIN. SEE SGH. I i CEMENT GROUT PLACED TO FILL MATCH BALUSTRADE PROVIDE SHEET I IT I 1 METAL BETYVEEN i SPACE INTIMATELY F.G.. STUCCO SCREED STRINGERS d ROOF BHT'6, i i I. i AROUND MESH t ^ - 2X FLOOR JST- FLOOR SHT'6 PER ' GONG. SLAB = FELT \ VENEER FACING. 22 6A.x (''WIDE GALV. ° FINISH SURFACE SEE FRAMING PLAN 2X BLOCKING p p — — —_ — — BITUTHENE AONGHOR TIC #lOx2" I1J �� K INT. FINISH- _I I 1I (— I I III I t CAL SUILTYPIT-UP CRICKET CL6. FINISH RIPOE BEAM I' SMOOTH SCRATCH GOAT 5UPPORTINS NO MORE .MAN 2'-050. AND FDN PER SEE SCHEDULE 1111 (I I --I 2X PTDF w SHOT PINS a 12" O.G. WHERE OGGUR5 SEE 5TRUGT. OW-5 SPACED NOT MORE — STRUCTURAL PLANS GONG. SLAB VE SUPPORT THAN 24' O.G. HORIZ. O2I COLUMN. BASE • I" = I'-0" (C-0lbase2 I� TYPICAL IN T RIOR GUARDRAIL LANDI r' I'-0" drind 13 STAIR GONN. LOWER LEVEL Oq CRICKET O TYPICAL RIDGE (p ROOF9 O VENEER A CHOKED TO WOOD STUDS i = . I° = l'-0' Staraot 1 1/2" = 1'-0' cricket2 I" = I'-0" e2 1 1/2" = 1'-0• moso PAINTED WOOD 2" TOP RAIL GAP PER CODE 5TRUGTURE ABV. TYP, SUBFLOOR BITUTHENE WATER PROOFING /-. SEE FRAMING STUCCO - SEE PLANS I/2" TEMPERED GLASS FASTENED TOP RAIL 5H L 51MP. HL33 W/2 - 5/8 DIA. 5/68 PLYWOOD- SEE PLANS INTO STEEL CHANNEL BE SUPPORTED + + MB a EA. 51DE OF STRINGER TYP. PLASTER GATT IN5UL BY 3 6LA55 CEILING, MATERIAL q" MIN. FRY REGLET 5PRIN6LOK R22 ® 2Xb 1/4" ST. 5TL CHANNEL BALUSTER SEC.'S t TYPE 5T - STUCCO COPPER 'Z• BAR I SEE FRM'G WELDED TO POSTS- MIN., UBG 2406.6 _ E I" LAP JOINT BET, FLASH'G GLASS TO FIT INTO LIGHT LENSTH5 CHANNEL 2• SO. SE � 'FRY" FLA5HIN6 - FELT 0/ PLAN POST- SEE PLAN PLAN O NG5Ir15 Z USE 3" LAP JOINT BETWEEN LENGTHS 4" COPPER COUNTER ; SSTUGGO SCREED PRECAST TRIM V, UL v `W O 5/8 —I z FLASH'6 T 1/2" STEEL PLATE -' TYP. ROOFING D 4I WELDED TO 4-1/2- OS g LAC' SCREWS 2X FRAMINGT O 1' FLINTGLAS O/ TYP. FELT i i 6 TILE O/ 3/4' GROUT N X GAP SHEET z 4 I 1 9_r a ALIGN BOTTOM OF STUCCO NV BOTTOM OVER 3/4" 5HT6.- d ROOF MAT. - �__—' , OF 'J" MOULDING SEE FRM'6 - - SEES - 4 ry + t (V ANCHOR BOLT PER FRAMING MULTI JST. 5 o FDN.PLANS SEE STRUCTRUAL SEE PLAN CEILING MAT. SEE RCP 2X 5TRIN&ER LAP 4 SPLICE W/ 2Xb E IOR 5 CO FINISH TYP. 4 Ibd_ PER CONN. BLOGKIN6 OR CANT STRIPS PER STRUGT. 5 4 4" SOLID BLKG GUARDRAIL SHALL BE CAPABLE OF RE515TIN6 20 P/F LATERAL FORGE. 22 EXTERI R GUARDRAIL deckrail0l 18 'LIGHT COVE It-(OV02 14 GONNEGT ON @ TOP OF STAIR 10 FRY REGLET 5PRINGLOK @ CANT FLAT TILE O/ SLOPING ROOF ® WALL TYP.5TUGG0 SCREED3" 5GREED2 I I!2" I'-0" StalrTo = I•-0" Gant2 `J I I/2" = I'-0tl rf-rv104 ` f 5" = 1'-0" ROOF MAT. 1 1/2" X 11/2" HANCRAfL SEE PLAN TYPICAL PLASTER FIN15H MATERIAL ROOF 5Hrr7 5/4" SOP, WROUGHT= 0/ PLYWOOD W TILE O/ 5/4" Z • SEE FRM'6 "Z" BAR FLASHING —I(V IRON PICKET5 a 4 1/2' O G. 14" MORTAR BED 12° W 4 N 2X R.R. SEE FRM'6 ' I MTL. CHANNEL FLASH'G 2x 6 WD 5TUO a MAX. Ib" O.G. I.�„ + 2X STUDS TYP. ROOFING _ �i 2X 'BLK' I O/ TYP, FELT I/2" PLYWD. SHTG. PRECAST TRIM WROUGHT IRON PICKETS + IX NAILER PG, SHALL BE WELDED ALL a r-- STEP - I 2X DBL. PLAT ' BITUTHENE , MAX I!2' ABV F.F. AROUND TO 3"�DX f/4 " STEEL PLATE NV 4-3' �_ LITE ° 26 GA. 5HT SEE 5TR ICT. I PENETRATION INTO STUD. ER EEVS. DECK MATERIAL WOOD SCREWS I 3/4` MORTAR `1" MTL FLASH.'G ' yy REFER TO ELSTONE 0/.PLYWOOD METAL FLA5H'6- PAINT LE SPLASH d i BULL NOSE GUTTER SEE PLAN + + + + (2) OR (5) INTERIOR FINISH CORROSION RESISTANT TO MATCH STUCCO FIN. O F STAINLESS STL, ° -- + __ Ibd NAllS i - REFER TO 22 GA.X I" WIDE GALV. CORBELS ° ° IX TRI FIN. SEE - SCHEDULE ANCHOR TIE W/#COx 2 SEE STRUGT. PLANS ® 36" O.G. a r-- SEE ELEV. PLANS i LONG SCREV6 - 5LPPORT6 ROOF TILE 2X FASCIA NOT MORE THAN 2 50. Fr. CABINETRY SEE ELEV. INT. FIN. i ANDIN6 NOT MORE + — INT. FINISH BELOW. SEE #4 REBAR v ° CONT, EAVE VENTF+ SEE SCH• i THAN 24" O.G. HORIZ. SEE SCHEDULE PLAN r-- -- COLLECTION BOX Ll 2X R.J. 2X 5TUD WALL T WHERE OCCURS- 2X4 STUDS EXT. FINISH SEE PLANS EXT. FIN., e 16' O.G. FRM' PER, - STRUGEE ROOF PLAt�I 18" MAX; 23 I'N T: IRON GUARDRAIL 3/4" = 1`-0" Grdrrdo2. I9 •BREAKFAST BAR -14" COUNTERTOP bkfetdar 15 EXTERIOR STEP I° _ �.-0. Ste it EAVE DETAIL - t• r-0' O ROOF g WALL, RAKE O VENEER TO W LL DETAIL I I'-0• Verr-"IS 11/2 = 1'-0• p = eaveo26 1 V2° = I'-0" rf-w103 V2• = WINDOW . SEE SGHED TYP. ROOM VALLEY FLASH'G O! TYP, F FLASHING BITUTHENE SHIM SPACE 12 1� -AROUND. SEE ENTIRE OPEN'6. - 5HT6 SHT& Al to z J PLAN �- TYP. STUCCO EXT. FIN. SEALANT, ' ry � 0/ 150 FELT A35 IX4 NAILER CASING SEE 2p z , 4X BLOCKING p ' f;z 1 INT. PIN15H I I/b" PLYWD, GLUE 'Z' BAR FLASHING SEE 5GH.MID AND NAIL' 3- 2X STRINGERS 1/2" EXT. 6RD: MARINE PLY 2X 5TU05- INT. FIN. NOSING PLYWOOD FLINT GLA55 GAP SHEET SEE PLAN RAIL BRACKET ii CANT �STRIP SEE DET 10 VALLEY BEAM WHERE OCCURS 2 ' a 45" O.C.: 2X ROOF SEE FRAMING - W/ 2- 4" X 1/4' DIA RAFTERS LAG5. A35 EA SIDE •� �; TYP. BLT-UP -' ROOF. SEE FRM'6 L. putn Coas �27GGURSice 4" #1RO2� CAS HANDRAIL MUST BE CAPABLE OF 2X NAILER W/ Ibp I® Ib" O.G. -_- 2X RJ. SEE PLAN SEE FRM'6 APPROVED PRECAST TRIM 5/8 x 4 I/8 -; " ^ S/b. X 2-1/2 RESISTING 200 LB. LATERAL FORGE AT ANY POINT FLOOR' FRAMING PER PLAN ?ormit No PHOENIX MOULDING (•"114) IN THE RAIL i -. 544-6152. STAIN GRACE AT' PER TABLE'16B. sra. STRAIGHT WALL5. FLEX AT ;;7 RADIUSED WALLS. 4 t 4. T - ECTIV II Ins 14 24 PRECAST TRIM ®WINDOs SILL:,: , wIn512� 20 TYPICAL. BASE/ CASE .. Nam. e-3 16 INTERIOR AND RAIL 3^ = r-0" nna-ran 12, 5TA1 IN©OI7 O,, 0"LOYVER LEVEL b TYP. PARAPET O 1'-0^ 4• TYPICAL VALLEY- O 1'-0'. VALLEYS .I-o^ Starl3ot2 I I/2" _ paw �. . I•t!2" _ ul OvA O ' O OL m p ' v C Lil 40 n . n t— NU L�.I X •V U n �. 0 N Of n W- Q n Q. s Z a w U w W Cuw D )-w a < W U m ® o � m a V r Z v m a s m g iy f �A , Date, Revisiom. Revisiom BUILD'G DEPT, COR Revisiom 6.21.91 Ls\ 3UILD'G DEFT. GORR^ Revision-9.28.49 ` 44\ Drawn By. Job' No- 55-025 ITEM LETTER UNIFORM 13UILIPINS GORE ITEM LETTER UNIFORM BUILDING GORE A 4' WALLS WITH FLUE LINING M DR!OK WITH GROUT AROUND LINING. 4' , HEARTH SLAB TiICKNES9 _ FROM FLUE LINING TO OUTSIDE AICE OF GHIMQEY. FA P E W HEARTH 5LAIDTH B 6" FIREPLACE OP6. < 6 90, PT. (PACH SIDE OF OPENIN6) 12' FREPLACE OPG. > 6 50. FT. WALLS WITH UNLINED FWE N 6" SOLID MA50NRY HEARTH LAB LENGTH C. 16' FIREFL. OP&. < 6 s0, FT. P15TAW-E. DETFIEEN ADJACENT FWE9 O 4' INCLUDING FLLE LINER (FRONT OF OPENIN6) 20' FIREPL. OP&. > 6 90. FT. HEARTH SLAB REINFOR6IN6 D REINFORCED TO CARRY ITS OWN Ye16HT AND ALL IMPOSED LOADS. EFFECTIVE FLUE AREA P ROUND LINING - 02 OR 50 50 IN MIN, �A�AREA OF FIREPLACE OPENING)) RECTANG,ULP.R LINING Il10 OR 64 SG.A THICKNESS WALL OF PIREHOX E . ` 10" COMMON BRICK OR 6" WHERE PIRWACK LINING IS LBED. - UNLIN.MIN. ul•LINED OR LINED WITH PIR®RICK - 1/6 .JTS. IN F!RMACK 1/4' MAX. OR 100 961.IN.MIN. DISTANCE PROM TOP OF OPENING, F 6' CLEARANCES R . 2- WHEN OIJT IDE OF WALL OR 1/2' TO THROAT • WCOp FRAME bTP`.:UM BOARD - 2• WHEN EwnRELY WITHIN STRUCTURE SMOKE CHAMBER EDGE OF SHELF 6 6' COM"TIBLE MATERIAL 6' MIN. TO FIREPLACE OPENIN&. REAR WALL - THIC9NE55. - 42' FROM OPENING WHEN MATERIAL PRO- ' JECTIN6 MORE THAN 1/6 FOR EA. 1' FRONT 4 SIDE WALL - THICKNESS 6" ADOVE ROOF 2- AT 10' GHIMNDY '•H FOUR #4 FULL LENGTH BARS FOR GHIMNET ANCHORAGE s • ' VERTICAL REINFOKCINS, UP TO 40' WIDE. ADD TWO " BARS FOR STRAP 3/16, X I' .. EACH ADDITIONAL 40- OR FRACTION OF NUMBER - WIDTH OR EACH ADDITIONAL FWE. EMBEDMENT INTO CHIMNEY FASTEN TO 12• HOOKED AROUND OUTER BAR K&' EXT. 4 Jp15T9 TWO 1/2' VIA HORIZONTAL REINFOPLIN6 J I/4' TIES AT I6' AND TWO TIES AT'EACH BEND IN VERTICAL STEEL. DOLTS BOND BEAMS - K NO SPWIPIIED Ra"i, JIRPMENT?>. FOOTI1,16 THICKNESS WIDTH T - 12' MIN , 6' EACH SIDE OF FIREPLACE WALL FIREPLACE' LINTEL L INCOMBUSTIBLE MATERIAL. OUTSIDE AIR INTAKE u OPTIONAL &LASS SCREEN DOOR . OPTIONAL - �— LIGHTS ® 3' O SEE SCHEDULE X FR -* TfP.—/ ART GLASS NUNDOWAJI - SEE 50HEDULE asfTMP&*1'C L Q8. TUB DECK PAINTED INHI APPROVED Permit Ho � BY: ^i'�'ECTIVE " LIGHT BOX WINDOW A/ ART GLA55.- N ION y masnchim2 O �4" _ ,1'-O" ' L9ht60X QOMA50NRY GRIM EY'SEGT • 4 8 d vAv l OvA ci � o ,Y c to 40 —� a F. \/Ub W . O� g NQ m �Z 4 / C/�� m. ca . C9' • 8S W 2' v a- dd ca °n 1>••1 E ., s F� 3 E . b b '.4 Revisions Revisions UILD'G DEFT. GORR g Revisions 621.9q 5 Revisions s Drawn Bye+. 5 i^ Job No- G8-028 U�aDAR E�ti ?� m s .. No. C8012 $ J ava OP 44 a J: s In ^,T- - NOTES WELDN FRAMING NOTES LUMBER CONCRETE ,GENERAL GENERAL ■ 'Q 1. WELDING SHALL BE THE SHIELDED ARC PROCESS AND ROOF SHEATHING: 1. ALL LUMBER SHALL BE DOUGCAS FiR OF THE FOLLOWING GRADES is THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28`, DAYS 1. THE GENERAL CONTRACTOR SHALL VERIFY ALL, DIMENSIONS AND PREFORMED BY CERTIFIED WELDERS WITH APPROVED i/2' APA RATED SHEATHING EXPO, SPAN RATING 24/0 U.N.O. MAX._MOISTURE CONTENT, SHALL NOT EXCEED 16%. SHALL BE 4000 PSI,SPECIAL INSPECTION REQUIRED. CONCRETE ' SITE CONDITIONS BEFORE STARTING WORK. THE ARCHITECT OR tu ELECTRODES AS QUALIFIED IN THE "QUAUFlCATIONS W/ EXTERioR GLUE: USE Bit NAILS AT 6 O.C. AT ALL PLYWOOD SHALL BE SULFATE RE5ISTANi.', ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY. (� PROCEDURE" Of THE AMERICAN WELDING SOCIETY, EDGES, BOUNDARIES, AND SHEAR WALLS, 12" FIELD. INSTALL W/ REPETITIVE USE MEMBERS: 2. ALL CEMENT USED SHALL CONFORM TO A.S.T.M: C-150 2. NOTES AND DETAILS ON DRAWINGS, SHALL TAKE PRECEDENCE "' LATEST EDITION. WELDING SHALL BE PREFORMED BY LONG DIMENSION OF PANEL ACROSS SUPPORTS. NO BLOCKINQ U.N.O. STUDS AND PLATES 3.. FINE do COARSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33. OVER THESE GENERAL NOTES _ f(n� ' APPROVED LICENSED FABRICATOR. ALL STRUCTURAL . , JOISTS AND RAFTERS 4. LOCATION OF CONSTRUCTION OR POUR JOINTS MUST BE 3. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE U l FIELD.WELDING SHALL HAVE CONTINUOUS INSPECTION FLOOR SHEATHING: 2x4 TO 4x4 INCLUSIVE N0. 2 APPROVED BY THE STRUCTURAL, ENGINEER. UNIFORM BUILDING CODE, LATEST EDITION. - BY REGISTERED. DEPUTY INSPECTOR. FLOOR SHEATHINGS 1 1/8' STURDI-FLOOR PLYWOOD OR DSB BOARD, 2x6 TO 306 INCLUSIVE- NO. 2 5, PIPES OR DUCTS EXCEEDING ONE' THIRD THE SLAB OR WALL . , ; : 4. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING, (?)/ 11 Ul # - 2. LOW HYDROGEN WELDING RODS SHALL BE USED IN CDX, SPAN RATING 48/24, WITH 10d COMMON NAILS AT 6'0.0 BOUNDARIES AND SUPPORTED EDGES, 10-O.C. FIELD, NO BLOCKING. SINGLE USE MEMBERS THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONC. SHORING TEMPORARY SUPPORTS, ETC., IS THE SOLE, 11�E � WELDING OF REINFORCING BARS AND BOLTS. BEAMS UNLESS SPECIFICALLY DETAILED, SEE MECHANICAL AND/OR RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN A +-+ 3. ELECTRODES USED SHALL BE MATCHED WITH BASE METAL ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES,',, CONSIDERED BY THE STRUCTURAL ENGINEER. THE CONTRACTOR O O AS PER AWS RECOMMENDATIONS. NOTES: 4x NO. 2 ACCESSORIE, ETC: IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR . 4. WELDING OF REINFORCING STEEL SHALL BE 1. 3-OR MORE MULTIPLE JOIST SHALL BE BOLTED TOGETHER 6x OR LARGER NO, 1 6. PIPES MAY PASS THROUGH STRUCTURAL CONC.' IN SLEEVES, TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR •-�r .'FIELD PREFORMED BY WELDERS SPECIFICALLY CERTIFIED FOR WiTH 1/2" 0 BOLTS AT 24" O.C. STAGGERED. RE -TIGHTEN POST AND MULLIONS DIAPHRAGMS AND FINISH MATERIALS. HE SHALL PROVIDE THE r[-- REINFORCING STEEL PRIOR TO WELDING, THE ..BOLTS PRIOR TO APPLYING FINISH MATERIAL. 4x4 AND SMALLER NO. 2 -7. PROVIDE 3/4" CHAMFERS AT ALL EXPOSED CORNERS. NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE O "CARBON EQUIVALENT' CE OF STEEL SHALL BE ( ) 2. ALL NON -HEARING BALLOON FRAMED WALL EXCEEDING 14'-0" 4x6 AND LARGER NO. 2. 8. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, APPLICATION OF THE AFORE -MENTIONED MATERIALS. M DETERMINED, REINFORCING STEEL WHOSE 'CE" CANNOT BE IN HEIGHT AND NOT SUPPORTED BY CEILING JOIST AT EITHER 6x6 AND LARGER NO, 1 ORNAMENTS; CUPS OR GROUNDS REQUIRED TO BE CAST IN OBSERVATION VISITS TO THE SiTE BY THE STRUCTURAL \I 1 BE IDENTIFIED OR WHOSE 'CEO EXCEEDS 0.75% SHALL SIDESHALLBE FRAMED WiTH 2x6 STUDS -AT 16' O.C. ANDOF FLOOR FINISH AND CONCRETE, FOR' ENGINEER SHALL NOT INCLUDE THE INSPECTION OF THE O NOT BE WELDED. EXCEPT FOR REINFORCING STEEL. -- ( NOT TO.EXCEED 20'-Q' ). BEARING WALLS, SHALL BE FRAMED MISCELLANEOUS LUMBER SLAB DEEL, , -LOCATIONS N ABOVE ITEMS CONFORMING TO 'ASTM A=706, REINFORCING STEEL SHALL IN ACCORDANCE WITH TABLE NO. 23=I-R-3, t994 U.B.C. BLOCKING, FURRING, ETC. NO. 3 9. USE TYPE II CEMENT FOR ALL CONCRETE IN CONTACT WITH EARTH. 5. VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT V BE PREHEATED AS SHOWN IN TABLE "1. RGA 3-77. IN 3. STUD WALLS ( EXCEPT CRIPPLE WALLS AT •RAISED WOOD DECKING AND SHEATHING ADDITION, STEEL WITH 'CE' BETWEEN 0.66% AND 0.75% FLOORS ) SUPPORTING TWO FLOORS AND'A• ROOF SHALL BE 2x, 3x, 4x COWL DEX. CONCRETE MASONRY BLOCK . BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. SHALL BE WELDED ONLY. WHEN PRIOR QUALIFICATION TEST FRAMED WiTH 2x6 OR 30 STUDS AT 16" O.'C: 2. ALL STRUCTURAL LUMBER SHALL BE GRADED. IN ACCORDANCE WITH 6. CONCRETE SLAB ON GRADE HAS NOT BEEN DESIGNED TO VERIFY ACCEPTABLE WELDABIUTY. 4. PROVIDE DOUBLE FLOOR JOIST UNDER ALL PARALLEL GRADING AND DRESSING Rl1tE$ �16 OF THE WEST. COAST ' 1. CONCRETE BLOCK SHALL CONFORM TO A.S.T.M. C-90, BY THE STRUCTURAL ENGINEER. W NON -BEARING PARTITIONS. LUMBERMAN'S ASSOCIATION. GRADE "N" UNiTS. ( SEE ARCHITECTURAL FOR TYPE, PATTERN, U ``. 5. " PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS' 3. ALL WOOD BEARING ON CONCRETE OR MASONRY If LESS THAN AND JOINT DETAILS ) 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO � D NAIUNG SCHEDULE UNDER ALL BEARING WALLS 4'-0" ABOVE GRADE SHALL BE PRESSURE TREATED DOUGLAS FIR 2. MORTAR SHALL BE: f'c = 1.500 PSI LOCATE ALL EXISTING UTILITIES WETHER SHOWN HEREON OR - H � NOT AND TO PROTECT THEM FROM DAMAGE." CONTRACTOR (� 6. USE 51MPSON PC OR EPC ON ALL POST/BEAM CONNECTIONS 4. ALL STRUCT'L PLYWOOD SHALL BE IN -ACCORDANCE WITH P.S. 143.: 1, PART PORTLAND CEMENT .THE SHALL BEAR ALL EXPENSE OF' REPAIR OR REPLACEMENT IN 1✓7 W THIS NAILING iS TYPICAL UNLESS OTHERWISE NOTED OR UNLESS NOTED OTHERWISE ON PLANS. 5. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. 4 PARTS SAND CONJUNCTION WITH THE PROSECUTION THIS WORK. DETAILED., ALL NAILS "SHALL BE COMMON, U.N.O. UNLESS SPECIFICAU_Y NOTED OR DETAILED. 1/4" MIN. TO 1/2" MAX. PART HYDRATED UME ,OF (TABLE 1-Q '1994 UBC) 7. USE SIMP. U-HANGERS ON ALL. JOIST/BEAM/BEAM CONNECTIONS 6. 2x SOLID BLOCKING SFIALl BE PLACED BETWEEN JOIST OR 3. GROUT SHALL BE: - f'c = 2,000 PSI FOUNDATION •� U UNLESS NOTED OTHERWISE ON PLANS. RAFTERS AT ALL SUPPORTS., 1 PART PORTLAND CEMENT U 1.. JOIST _OR RAFTERS TO SIDE OF STUDS 8. DETAILS AND SECTIONS REFERENCED ONCE SHALL APPLY TO ALL OTHER 7. HOLES FOR BOLTS SHALL BE BORED 1/32" TO 1/16' LARGER .3 PARTS SAND 1. FOUNDATION DESIGN IS BASED ON SOILS INVESTIGATION 0 Q -8" DEPTH OF LESS 3-16d SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. THAN NOMINAL BOLT DIAMETiR. 2 PARTS PEA GRAVEL REPORT BY: V) R FOR EACH ADDITIONAL 4" IN DEPTH 1-16d 9. SEE ARCHITECTURAL AND/OR MECHANICAL DRAWINGS FOR EXACT SIZE 8. ALL BOLTS BEARING ON WOOD SHALL HAVE,WASHERS UNDER HEAD WATER SUFFICIENT TO ALLOW GROUT TO FLOW I GEOFIRM PROJECT 7099, N Q F 2. •"; JOIST OR RAFTERS AT ALL BEARING AND LOCATION OF ROOF AND FLOOR OPENINGS. , ' AND/OR NUT. SEE WASHER SCHEDULE / INTO ALL JOINT'S.- DATE: September 9, 1998 to 19 ' TOE NAILS EACH SIDE 3-8d 10. SEE ARCHITECTURAL DRAWINGS FOR ROOF<DRAIN DETAILS, SKYLIGHT 9• ALL BOLTS SHALL BE RE -TIGHTENED TO APPUCATION OF 4. ALL CELLS SHALL BE IN VERTICAL ALIGNMENT TO PROVIDE " " THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 3. STUDS TO BEARING DETAILS AND ROOF HATCH DETAILS. SEE DETAIL FOR TYPICAL PLASTER, PLYWOOD ETC. A MINIMUM UNOBSTRUCTED CORE OF 3 x 3". DOWELS IN REQUIREMENTS THEREIN.AND MAINTAIN A COPY ON THE JOB FRAMING AROUND OPENINGS. 10. CROSS BRIDGING SHALL BE PROVIDED AT 8'-0" O.C. MAX. FOR FOOTINGS SHALL BE SET TO AUGN W/ CORE CONTAINING REINF. SITE AT ALL TIMES. >3 4. TOE' NAILS EACH SIDE 2-8d BLOCKING EACH JOISTS OR RAFTERS 11. - THE OWNER SHALL SUBMIT TO THE ARCHITECT THE WEIGHTS, LOCATION, ALL JOIST AND RAFTERS MORE THAN 8" IN REPTH USE 2x3 OR 5. ALL CELLS BELOW FINISHED GRADE AND ALL CELLS CONTAINING 2. IF NO SOILS INVESTIGATION IS PROVIDED AT THE BEGINNING OF SIZES AND MOUNTING DETAILS OF';ANY ROOF MOUNTED EQUIPMENT PRIOR AN APPROVED METAL TYPE BRIDGING. ' REINFORCING, ANCHORS OR INSERTS SHALL BE FILLED SOLID � TO JOISTS OR RAFTERS - TO PLACEMENT. REVIEW BY THE STRUCTURAL ENGINEER IS REQUIRED i 1. PROVIDE 1 x6 DIAGONAL LEr-IN, BRACING AT APPDX. 45' ( ) WITH GROUT THE PROJECT, THEN PRIOR TO 'FOUNDATION EXCAVATION THE +- +. TOENAILS EA. SIDE, EA. END 2-1Od AND MODIFICATIONS OF FRAMING MEMBERS MAY BE REQUIRED, THE IN SHEATHED. 6. CONCRETE SURFACES SHALL BE CLEANED OF ALL LAITANCE COMPETENCY OF THE SUPPORTING FOUNDATION SOILS SHOULD N CONTRACTOR SHALL VERIFY ANY MECHANICAL WEIGHTS SHOWN ON EVERY 25'-0' ALL STUD WALLS NOT BRACE BE VERIFIED BY A REGISTERED CIVIL OR GEOTECHNICAL ENGINEER TO JOISTS OR RAFTER BEARINGS- DRAWINGS. SHALL RUN CONTINUOUS FROM TOP PLATE TO SILL PLATE PRIOR TO SETTING OF CONCRETE BLOCKS. 70E NAILS EA SIDE _ 3-8'd 12. ATTACH 2x NAILER TO STRUCTURAL STEEL WITH 1/2- BOLTS AT 7. -' , . POUR FOOTING AGAINST UNDISTURBED NATURALSOIL AND APPROVED BY THE CITY, COUNTY OR GOVERNING AGENCY 12. SPRINKLER DRAWINGS SHALL BE REVIEWED BY THE ARCHITECT, STRUCTURAL HAVING JURISDICTION OF THE PROJECT. 5. BLOCKING BETWEEN STUDS EACH END ENGINEER, AND BUILDING DEPARTMENT :PRIOR TO ROOF AND FLOOR 4'-0' O.C. FOR ATTACHMENT OF FINISH NOTED AND SHOWN 3. DESIGN IS BASED ON THE FOLLOWING VALUES: U . TOE NAILS 2-10d FRAMING, SIZE OF FRAMING MEMBERS MAY BE SUBJECT TO CHANGE ON ARCHITECTURAL DRAWINGS. REINFORCING STEEL - END NAILS - 2-16d DUE TO PIPE LOCATION. 13. GLUED -LAMINATED WOOD BEAMS DOUGLAS FIR COMB. 24f-Y8 ALLOWABLE BEARING PRESSURE = 2000 PSF & 6000 PSF A7 CAISSON . 6. PROGRESSIVE BLOCKING - RAFTER TO BLOCK 13. PRIOR TO ANY REROOFING OPERATION, REMOVE EXISTING ROOFING DF/DF (Fb = 2400 PSI, Fv = 165 PSI, E = 1800000 PSI) 1• ALL REINFORCING STEEL SHALL BE GRADE 60 IN ACCORDANCE LATERAL ACTIVE PRESSURE: ,. AND BLOCK TO CONT. NAILER 2-16d MATERIAL INDUSTRIAL APPEARANCE WITHN EXTERIOR GLUE UN.O. WiTH A.S.T.M. A615 UNLESS NOTED OTHERWISE. # 3 BARS & a) CONSTRAINED = 1.5 X NON -CONSTRAINED ACTIVE 7., MULTIPLE STUDS (' STAGGER FOR STUDS 16d AT SMALLER MAY BE GRADE 40. b) NON -CONSTRAINED = 35 PCF O LEVEL BACK fill WIDER THAN 4") 24" O.C. 14.. ROOF SHEATHING NAILING SHALL BE INSPECTED PRIOR TO COVERING. 14. CERTIFICATE OF INSPECTION FOR EACH. GLU-LAM BEAM FROM AN LATERAL PASSIVE PRESSURE 400 PSF 8: RIBBON STUDS SOME AREAS MAY REQUIRE SPECIAL INSPECTION. SEE ROOF DIAPHRAGM APPROVED TESTING AGENCY TO' BE SUBMITTED TO AND APPROVED 2. LOW HYDROGEN WELDING RODS SHALL BE USED FOR ALL FRICTION _- .35 SCHEDULE IF APPUCABLE BY THE BUILDING DEPT: PRIOR TO ERECTION. WELDING OF REINFORCING BARS. -CONT.-, 4. FOOTINGS SHALL BE POURED AGAINST FlRN UNDISTURBED NATURAL 1x RIBBON 2-8d 15. ALL POSTS SHALL HAVE CONNECTIONS AT TOP ANO BOTTOM 3. BARS NOTED TYPICAL WAIL REINFORCING, AND VERTICAL 2x RIBBON 2-16d 15• SUB -FLOOR SHEATHING/DIAPHRAGM SHALL,. BE CONTINUOUS, UNDER WHICH SHALL BE SIMPSON "CC", "CB', OR 'BC HALF BASE- COLUMN REINFORCING SHALL HAVE A MINIMUM SPLICE EQUAL SOIL OR ENGINEERED COMPACTED FILL AS REQUIRED BY THE ALL WALLS AND PARTITIONS.' UNLESS SPECIFICALLY DETAILED OTHERWISE TO 50 BAR DIAMETERS LAP IN CONCRETE. SOILS ENGINEER. 9., DOUBLE TOP PLATES 4. REINFORCING SHALL BE SPLICED ONLY AS SHOWN OR NOTED. 5. FILL RAMP WALLS AND RETAINING WALLS SHALL BE OF CLEAN LOWER PLATE TO TOP OF STUD 2-16d 16. ALL NAILS SHALL BE COMMON, UNLESS' NOTED OTHERWISE. 16. AITC CERTIFICATE OF COMPLIANCE FOR GL'U-LAM BEAM SHALL BE SPLICES AT. OTHER LOCATIONS SHALL BE APPROVED BY NON -EXPANSIVE MATERIAL FREE OF ORGANICS AND PLACED UNDER GIVEN TO THE BUILDING INSPECTOR PRIOR TO INSTALLATION. CONTROLLED COMPACTION UNLESS NOTED OTHERWISE. UPPER TO LOWER PLATE 17. DESIGN VALUES FOR MANUFACTURED PARALLAM BEAM5 .= " THE STRUCTURAL ENGINEER. 6. ROOF AND AREA RUNOFF, AND AREA DRAINAGE SHALL BE DIRECTED SPLICE (4'-0' MIN. } EA SIDE 16d AT 16' O.C. 17 FRAMING HARDWARE SHALL BE SIMPSON, UNLESS NOTED OTHERWISE. SHALL BE MIN,' Fb=2900 PSI FV=290 5Pl 'E=2,000,000 PSI 5. SPLICES IN ADJACENT HORIZONTAL WALL REINFORCING BARS • AWAY FROM BUILDING. - SHALL BE STAGGERED 4'-0 MINIMUM U.N.O. OF BUTT W TOP PLATE 8-16d 18. DESIGN VALUES, FOR MANUFACTURED MICROUIM LVL SHALL 6 PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BEAMS THE 7. PROVIDE ADEQUATE DRAINAGE BEHIND ALL RETAINING WALLS UPPER TO LOWER PLATE BE MIN. Fb=2600 PSI, FV=285.1'SI E="1,800,000 PSI. SAME SIZE AND NUMBER AS VERTICAL WALL OR COLUMN AWAY FROM BUILDINGS AND OTHER STRUCTURES. V l AT INTERSECTIONS 3-16d t8. PROVIDE SINGLE TRIMMER AND SINGLE KING SiUD,AT NON -BEARING REINFORCING. DOWELS SHALL HAVE A MINIMUM PROJECTION 8. MINIMUM SLAB REINFORCEMENT AND PAD REQUIREMENTS SHALL tu 10. CEILING STRIPS HEADERS. EQUAL TO STANDARD LAP SPLICE U.N.O. CONFORM TO THE SOILS ENGINEER'S RECOMMENDATIONS - tx4 PER BEARING (STRONGHOLD TYPE) 3-8d 19. PROVIDE SINGLE TRIMMER AND SINGLE ICING STUD AT BEARING' HEADERS, PREFABRICATED WOOD TRUSSES: 7 ALL REINFORCING, ANCHOR BOLTS, AND OTHER INSERTS SHALL UNLESS NOTED OTHERWISE O 20 PER BEARING (STRONGHOLD TYPE) 2-16d AND BEAMS UP TO A 6'-0" SPAN, PROVIDE DOUBLE TRIMMER AND SINGLE SHALL BE SECURED IN PEACE PRIOR TO PLACING OF 9. ALL HOLDOWN ANCHOR BOLTS MUST BE SECURED IN PLACE AND KING STUD AT BEARING HEADERS AND BEAMS OVER A 6'-0" SPAN. CONCRETE OR GROUTING MASONRY. AVAILABLE FOR INSPECTION PRIOR TO POURING CONCRETE. 11. PLYWOOD NAILING - SEE DETAILS AND/OR SCHEDULE PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF 8 PROVIDE THE FOLLOWING MINIMUM PROTECTIVE COVERING 20 NON -LOAD BEARING HEADERS SHALL- BE AS FOLLOWS: WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS. BRIDGING OF CONCRETE 10 SEE SOIL REPORT FOR ALL SITE AND SUBGRADE PREPARATION. 12. BUILT-UP BEAMS 20d AT 32' O.C. 2-20d AT END SIZE AND SPACING BY TRUSS MANUFACTURER UNLESS NOTED OTHERWISE. AT TOP AND BOTTOM STAGGERED SPAN SIZE ALTERNATE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGSERECTION DRAWINGS AND BELOW GRADE ( UNFORMED) 3" CLEAR 11. DETAILS AND SECTIONS REFERENCED ONCE SHALL APPLY TO ALL ' 2-8d , BELOW GRADE ( FORMED) 2" CLEAR OTHER SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. 13. 1x6 LET -IN BRACES, EACH BEARING. 0' TO 4' 2-20 D.F, #2 2-24AF,42 . DESIGN CALCULATIONS: SHOP DRAWINGS SHALL SHOW ANY SPECIAL WALLS 1" CLEAR t2• PRE HOLES FOR NAILS 4' TO 6' 4X4 DF. #2 2-2X4 D.F', #2 DETAILS REQUIRED AT BEARING POINTS. ALL CONNECTORS SHAD. HAVE COLUMNS 1 1/2" CLEAR REFER TO ARCHITECTURAL AND CIVIL ENGINEER'S DRAWINGS FOR -DRILL 6' TO 8' 4X6 D.F. #2 2-2X6 RF; #2, LOCATION OF MOISTURE BARRIER, SLAB DEPRESSIONS, CURBS, 8' TO 10' 4XB D.F. #2 2-2X8 D.F: #2 CURENT I.C.B.O. APPROVAL BEAMS AND GIRDERS 1 '1/2" CLEAR EXTERIOR SLABS, DRAINAGE, TRASH ENCLOSURES, RAMPS, WALKS, ETC. ALL CONNECTING HARDWARE, JOIST HANGERS, TIE STRAPS, ETC., SHALL ' "STRONG 10' TO 14' 4X10 D,F. #2 2-2X1O D.F. #2 STRUCTURAL SLAB 13. O DESIGNATES SHEAR WALLS /SEE SHEAR WALL SCHEDULE.ul BE SIMPSON -TIE" UNLESS NOTED OTHERWISE OR SHOWN. 14' TO 17' 4X12 DF, #2 2 1-3/4"X11-7/8" LVL S2 TRUSS MANUFACTURER SHALL SUBMIT CALCULATIONS &SHOP DRAWINGS, 17' TO 20' 4XI4 D.F, #2 1-3 4"X11-7 8" LVL l I / TO ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO ( ABOVE GRADE) 3/4" CLEAR 14• PROVIDE 5/8' DIAMETER ANCHOR BOLTS AT 48" ON CENTER AT ALL 1(� FABRICATION. 9,5 OR LARGER REINFORCING BARS SHALL NOT DE RE -BENT WALLS EXCEPT AT SHEAR WALLS. REFER TO SHEAR WALL SCHEDULE �J 21. INSTALL PLYWOOD SHEAR WALLS PRIOR, TO FRAMING . POP -OUTS. ... WITHOUT APPROVAL OF STRUCTURAL ENGINEER, FOR ANCHOR BOLT SIZE AND SPACING FOR SHEAR WALLS. CONTRACTOR MAY SUBSTITUTE EQUIVALENT ALTERNATE PREFAB TRUSS MEMBERS HAVING CURRENT I.C.B.O. APPROVAL CONTRACTOR SHALL 15 ALL HOEDOWN ANCHOR BOLTS AND "PA" S SHALL BE IN PLACE AND ABBREVIATIONS 22• TOP PLATE9 SHALL BE LAPPED 4'-0" MINIMUM WiTH 10-16d NAILS BE RESPONSIBLE FOR COORDINATION OF ALL DETAIL CHANGES. SHOP SECURED FOR INSPECTION PRIOR TO POURING CONCRETE EACH SIDE OF SPLICE '23• DRAWINGS SHALL INDICATE ALL DETAIL CHANGES REQUIRED. SHEAR WALL SCHEDULE 1994 UBC Dote: 10/2'7/CIS A.B. `' ANCHOR BOLT HDR. HEADER DESIGNATE SHEAR WALLS, SEE SHEAR MALL SCHEDULE. o 2/03/G�i ALT., H' ` ARCS L ALTERNATE HGR. HANGER H TU HO IZ. HORIZONTAL ARC fiEC RAL R 24, SHEAR WALL SHALL BE APPLIED AT THE SIDE OF THE WALL. SHOWN STRUCTURAL STEEL SILL BOLTING KEV19I0n: BLK G BLOCKING K.P. KING POST ON PLANS. DO NOT APPLY SHEAR WALLS OVER RESILIENT CHANNELS. MARK WALL TYPE ALLOWABLE EXTERIOR INTERIOR SILL NAILING r ReVi510n: ' 1• STRUCTURAL STEEL SHALL CONFORM TO STANDARD SHEAR WALLS WALLS AT UPPER STORIES . BM. BEAM MAX. MAXIMUM 25. ' DO NOT DRILL OR 'NOTCH PLATES OR STUDS IN ADJACENT BAYS IN SPECIFICATIONS FOR STRUCTURAL STEEL FOR BRIDGE$ AND 1/2' Plywd Strut 11 or Sid Shtg with 8d roils O 6 o.c. at edges & 12"o.c. field 260 PLF 5/8"0 38'a.c. 5/8'0 38'o.c. 16d O 6'o.c. r ReVi510n: B.N. BOUNDARY' NAILING OF PLYWOOD MIN. MINIMUM SHEAR WALLS WITHOUT PRIOR APPROVAL BY STRUCTURAL ENGINEER. BUILDINGS A.S.T.M. A-36. 0 O (Table 25K UBC) Note t," 10 & 11 �520 PLF 5/8 A 19 o.c. 5/8'O 19 o.c. 16d A 3'o.c. B.S. BOTH SIDES MULT. MULTIPLE z6 CEWNG JOISTS SCHEDULE SHALL BE A5 FOLLOWS: 2. FABRICATION AND ERECTION SHALL COMPLY WITH:LATEST 1/2' Plywd Strvct X or Sid Shtg with 8d nails 0 4'o.w at edges & t2'o.c. field 380 PLF 5/8'0 26o.c. 5/8'0 26'o.c. 16d O 4'o.c. c C.J. CEILING JOIST N.G. NATURAL GRADE 1 O (Table 25K UBC) Note 1, 6, 10 & 11 below •760 PLF 5/8"0 13'o.c. 5/8'0 1Yo.c. 16d 0 20o.c. KeVI510f1: �;' C.L. CENTER LINE NOM.' NOMINAL 27.- • ALL STEEL. BEAMS SHALL HAVE 1/2' WELDED STUDS AT 240.C. AND ALS.C. SPECIFICATIONS. 3. ALL BOLTS FOR STEEL MEMBERS SHALL CONFORM TO AS.T.M./2" Plywd Struct n or-Std Shtg with Sd roils O 3"o.c. at edges & 12"o.c field 490 PLF '980 5/8"0 20'o.c. 3/4'O 18'o.c 5/8.0 20'o.c. 3/4'O 18"o.C. lfid o 3 t/2'o.c. N/A DroNn D4.- CLR: CLEAR O.C. CENTER TO CENTER 2X FULL WIDTH NAILER. able 25K UBC Note 1, 6, 10 & 11 below PlF COL COLUMN � P.C. PIPE COLUMN A-307 UNLESS NOTED OTHERWISE. t/z' Pywd Stn,ct n or.std Shtq with 8d nails o 20o.c. at edges & 12'o.c field PLF 5/s"o 22'a.c. 5/8'0 22'o.c. 16d o 2 1/2'o.c. CONC. CONCRETE PL PLATE 4. HI -TENSILE BOLTS, WHERE INDICATED ON PLANS OR DETAILS 3 O (Table 25K UBC) Note 1, 5, 6, 10 & 11 below `640 1280 PLF 3/4'0 14'o.c. 3/4.0 14'o.c. N/A "No CONT. CONTINUOUS P.L. PROPERTY LINE 28. PROVIDE TRUSS SHOP DRAWINGS TO ARCHITECT FOR REVIEW AND SHALL BE THE FRICTION TYPE AND THERE SHALL BE NO PAINT, 4 1/2' Structural I Plywood with 10d nails 0 2'o.c, at edges & 12"o.c. field 870 PLF 3/4'0 21'o.c. 3/4'O 21"ox., _ N/A i APPROVAL BY STRUCTURAL ENGINEER PRIOR TO TRUSS FABRICATION. OIL., LACQUER, OR GALVANIZING BETWEEN. THE CONTACT O over 3x studs (Table 25K lam) -Note 1, 5, 6, 10 & "t t below DU1 - DIAMETER REINF. REINFORCING 'a.c. E.N. EDGE NAILING OF PLYWOOD REQ. REQUIRED SURFACES. HI -TENSILE BOLTS SHALL CONFORM TO A.S.T,M. O Stnxiural Plywood with d nrnts 0 at edges & 12'o.c. field EXIST. EXISTING ` R.R. ROOF RAFTER 30..'_ • COORDINATE PLUMBING RUNS WITH FRAMING LAYOUT (STUDS, JOISTS, • A-325 `OR A.S.T.M. A-490. F.G. FINISHED GRADE SHT'G SHEATHING TRUSSES, BEAMS AND SHEAR WALLS) PRIOR TO FRAMING. 5. PIPE COLUMNS SHALL CONFORM TO A.S.T.M. A-53-8 NOTES: 47 FlN. FINISHED S.N. SILL NAILING AT WALLS -FLOOR 31: ' PROVIDE DOUBLE FLOOR JOIST UNDER ALL PARALLEL ( TYPE "E",OR "S") WALLSALL EDGES OF PLYWOOD SHEAR MUST BE O WHEREPLYWOODBOTH OF O GYPSUM THE VALUE )' O_REDUCED UYNAMIC MUST F.J.- JOIST SiAGG. STAGGERED NON-BEARING PARTITIONS. 6. TUDE COLUMNS SHALL CONFORM TO AS.T.M. A-501 OR AND NNLISP�PNG ISON BLOCKED WITH 2x AID BLOCKING. LESS THAN 6� 50%RFOR END. FOUNDATION STL STEEL A-500 GRADE V. INCHES ON CENTER ON EITHER SIDE, PANEL O.• DESIGNATES SiLL BOLTING OR NAILING WHERE EARTHQUAKES IN ZONES 3 & 4. MOA`YEDI. & VOLPE, FRM'G FRAMING STRUC. STRUCTURAL' 32. . PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS 7. WELDING SHALL BE BY THE ELECTRIC SHIELDED ARC PROCESS, JOINTS SHALL BE OFFSET TO FALL ON SHEAR WALL SHEATHING IS TO iE APPUED TO BOTH pItFFRENr FRAMING MEMBERS OR FRAIAING 10 /a PARTICLE BOARD GRADE 2-M-W MAY BE ' ' South Distriot'OYYice PARTNERSHIP, Inc. Fr'G FOOTING S.W. SHEAR WALL UNDER ALL BEARING WALLS ' DONE BY A' CERTIFIED YIELDER APPROVED BY THE BLDG. DEFT. I W SIDE OF Alij SHALL BE 3-INCH NOMINAL OR THICKER AND NAILSEACHGRADE R 3/18' /2� F2 M- MAYBE SUBSTITUTED FOR 1/20, APPROVED; �, xh_ < n , e2 Dupont Drt►e, suite s " 2iesc)aw+toe trzei2 GA. GAUGE TYPICAL 33.. 'PROVIDE "HIV & `W" HANGER O ALL BEAMS/ 8. WHERE FINISH IS ATTACHED TO STRUCTURAL STEEL PROVIDE . 3 ----- PROVIDE LONGERSILLBOLTS O 3x�PL�ATiS PPLLYNDD PROVIDE SAME NAILING AS SPECIFIED. der t Noi) r'r ra. s�otmeo sass . GALV. GALVANIZED U.N.O. UNLESS NOTED OTHERWISE BM CONNECTION U.N.O. 1/2"0 BOLT HOLES AT 4'-0" O.C. FOR ,ATTACHMENT Of 1�7 ALL CONTINUOUS EXTERIOR FOOTING TO HAVE FOR PLYWOOD - PANELS SHALL BE APPUED' WiTH LONG DIMENSION GLB GLU-LAM BEAM VERT. VERTICAL NAILERS. SEE ARCHITECTURAL PLANS FOR FINISHES. 5/8"" x 10' A.B.'S 0 72'o.c. UNLESS PERPENDICULAR To STUDS. ALL.PROVLSIONS FOR i v2 9. ALL REED WELDING SI WLL HAVE CONTINUOUS INSPECTION. - A O PAPER BACKED SELF FURRIFJG EXPANDED MET OTHERWISE NOTED ON PLANS LATH WITH ICBO APPROVAL SHALL APPLY TO PARTICLE BOARD PLYWOOD L 10. FABRICATION OF STRUCTURAL STEEL SHALL BE BY AN APPROVED _ 8 ALL INTERIOR BEARING AND NON BEARING 11 E COX, CC OR 51D SHT'G: IN LIEU OF ':_ ECTIV FABRICATOR OR FABRICATION SHALL BR CONTINUOUSLY INSPECTED BY OS FRAMING AT ADJOINING PANEL. EDGES SHALL BE 3-INCH FTG'S. TO HAVE 7/32' SHOT PINS 0 32"o.c. & 48"o.c. RESPECTIVELY; OZARK STR II PLYWOOD. ALL PLYWOOD SHALL BE : t e : DOUGLAS FIR. OTHER SPECIES MAY REQUIRE CHANGES. - _ BY A REGISTERED SPECIAL INSPECTOR. NOMINL OR WIDER &NAILS SHALL BE STAGGEREDIjH-67 ICBQ REPORT 1 0, MAY 1987. ALL SILL BOLTS SHALL HAVE STD CUT WASHERS BTWN. T O ryq 1 1995 .. NUTS & SILL PLATE. s