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HomeMy WebLinkAbout_ 97-504 (11)TR 22912 97 -504 11 OF 18 Tr Y '+JA'... TER - --- / r znr a . . .. r r •e ... .... ......: o• .. •r r, ww ree.., r..m..n M, , n. • il viffJ ....r ., . r Mti .. Wr W.')U r- aril_i1 Ti L'.F -'ICa C. - - - -- RAILING CONNECTION 27 r>.+,'. srnu!Jy, nNST,.LL I °>:ct• r d,tga, TI.nl nh cV vTAf,Le,.ovA -r z —. '1 uI y n y I-7— JI I AMRV/. 2%2I 11 SYNTHETIC STONE (0, STUCCO I IK 1'Lh rltlFh -I1FeF T-LA. 4rAr:c PP it r i C r H -._ tE i3 Ch CcG A BALCONY RAIL << CURB 26 21 Tr Y '+JA'... TER - --- / r znr a . . .. r r •e ... .... ......: o• .. •r r, ww ree.., r..m..n M, , n. • il viffJ ....r ., . r Mti .. Wr JOB NO. RAILING CONNECTION 27 HANDRAIL r„ STAIR CURB 22 D!IAWI By TI.nl nh cV vTAf,Le,.ovA -r z —. '1 y n y I-7— JI I AMRV/. 2%2I 11 SYNTHETIC STONE (0, STUCCO I IK 1'Lh rltlFh -I1FeF T-LA. 4rAr:c PP it r C tE i3 O1)7 CHIMNEY CAP I r GABLE VENTS O I 1 uF. k f rf'N or i HANDRAIL AT WALL ar . ro• .,•, c« rrpM y r Pox:r 4. -:E:J , - r b w w.....a ..,, np•Ir b bV li C K'. E :.E7 a ,a i I 1 9 r' 5 .:cam -, Gfa'E_ 1. -- j' I . E 7y ?r.nrr itx r. I.,.r. ..r r .. ., •....... HANDRAIL @ STAIR wWALL 29 K, HANDRAIL @ STAIR CURB 24 Iti YL-fw60D•TOP f _- _- - cOt) eA•L:rS'EC, : JA S-zl iE. r.. r I N57ALL FiR.1.4:Lf c CbD r.ENEI roR I l f-r'dti S v 2r,d c r,.,, I. _, I,;r, To•ri2xFarY.— > t• y,. -YI. rllv}%.' r. :.,... _,.+. w=r = LIlit F FIN Fll' GAP P'r. -- rrr- ve•! L PU;eN rrw ro crrfc npP.,;r,:• w eIFeF -1 gnGr.NO. -eAL... liJ`f'V'y FlfCPl -n F1P00NMF-P Fbll -tC MClrirr`C'A -E • PK -eX ...'^ 1 rlrt A e FLUF aT F II`G-PLK•E fy.fIJFR ium - 2.- 4 FpvHRI6C G °ate, . —_ .. I ErrERIoR Flrll* Pr:?i --- --- EZZVPTIO11 CHIMNEY CAP 19 aL, ".. J CERAMIC TILE COUNTER 30 1 BALCONY RAIL @ CURB 25 1 20TRUSSATTACHMENT NON- BEARING WAL Lek e- `G or I Gor -k e `r ` SEAL v a... 13 if j! - II I C'LE'u ttF jLr4 P r.P< tr1t ' c% P A•I y I r--ZZZQ BRICK rF STUCCO Q PORCH RAILING P(.',r '..1111!1 RAKE TERMINATION @ ROOF Q I I JOB NO. qKq parrI_.FT j D!IAWI By TI.nl nh cV vTAf,Le,.ovA -r z —. '1 F ca 1 JI I AMRV/. 2%2I 11 SYNTHETIC STONE (0, STUCCO I 19 aL, ".. J CERAMIC TILE COUNTER 30 1 BALCONY RAIL @ CURB 25 1 20TRUSSATTACHMENT NON- BEARING WAL Lek e- `G or I Gor -k e `r ` SEAL v a... 13 if j! - II I C'LE'u ttF jLr4 P r.P< tr1t ' c% P A•I y I r--ZZZQ BRICK rF STUCCO Q PORCH RAILING P(.',r '..1111!1 RAKE TERMINATION @ ROOF Q Y O Y Kk PFFCGTEi I JOB NO. qKq parrI_.FT j D!IAWI By TI.nl nh cV vTAf,Le,.ovA -r z —. '1 1 JI I AMRV/. 2%2I c jF k T IK 1'Lh rltlFh -I1FeF T-LA. 4rAr:c PP ioull.I PphE- tE O1)7 CHIMNEY CAP 19 aL, ".. J CERAMIC TILE COUNTER 30 1 BALCONY RAIL @ CURB 25 1 20TRUSSATTACHMENT NON- BEARING WAL Lek e- `G or I Gor -k e `r ` SEAL v a... 13 if j! - II I C'LE'u ttF jLr4 P r.P< tr1t ' c% P A•I y I r--ZZZQ BRICK rF STUCCO Q PORCH RAILING P(.',r '..1111!1 RAKE TERMINATION @ ROOF Q lPrr'NEO K aRRC/ifft __ Iii PII4?PLPL "P+IOFAGFUI GAP py F Iry P B rr•daF-/GTUFETE COHBUSihELE EP/oFx -' F. a--A,6 FLOE E1 l FII`f- 'Y'I.AGE tytlLF/1;TUpEF-- ErT ERI AF+ Flrll PER '- E•LEV TIOl1s 15 CHIMNEY CAP DENO. SCRIPTION OF REVISION f_ O SHEET NO. JOB NO. qKq parr D!IAWI By T 1 F Uh LL( X-h•Cp AMRV/. 2%2 4rAr:c PP ioull.I PphE- tE r O GABLE VENTS O lPrr'NEO K aRRC/ifft __ Iii PII4?PLPL "P+IOFAGFUI GAP py F Iry P B rr•daF-/GTUFETE COHBUSihELE EP/oFx -' F. a--A,6 FLOE E1 l FII`f- 'Y'I.AGE tytlLF/1;TUpEF-- ErT ERI AF+ Flrll PER '- E•LEV TIOl1s 15 CHIMNEY CAP DENO. SCRIPTION OF REVISION f_ O 1 11 t I PORCH RAILING I F- Ix2 R TRIM EA S DE- 2x4 9rl-h 3 GroIre - AttA HEO ro vosT {wE 4'rl LA4 CoEiS .!i t1P Po.i -- ll 1, fcEA•.• - 1 I 4x4 Po9T I ----jj I(.b1 u.E s!+ouuj - -2xv GAP — 1 VV ffl PORCH RAILING DATE SHEET DESCRIP f10N ARCHTECTURAL DETAILS 2.a -,x1 Ugo 2.9 IrI1ER•lsrx Ny G F'oh42-L4:W — 1{F} t"IA4POFF PW,r BA <hE. O 0 DATF SHEET NO. JOB NO. qKq parr D!IAWI By T F Uh LL( X-h•Cp AMRV/. 2%2 4rAr:c PP ioull.I PphE- Tr•NDCFF O 1 11 t I PORCH RAILING I F- Ix2 R TRIM EA S DE- 2x4 9rl-h 3 GroIre - AttA HEO ro vosT {wE 4'rl LA4 CoEiS .!i t1P Po.i -- ll 1, fcEA•.• - 1 I 4x4 Po9T I ----jj I(.b1 u.E s!+ouuj - -2xv GAP — 1 VV ffl PORCH RAILING DATE SHEET DESCRIP f10N ARCHTECTURAL DETAILS 2.a -,x1 Ugo 2.9 IrI1ER•lsrx Ny G F'oh42-L4:W — 1{F} t"IA4POFF PW,r BA <hE. O 0 DATF SHEET NO. JOB NO. D -,29A -37 D!IAWI By e.rrr or r.re 1 I _, l S i i i A i I I I I 1 RIGHT SIDE E if J I Al n LEFT SIDE rj 1 r ROOF NOTES 1 I I i ^i + v+oILITE. OI wOK IES _: % UI I % A ` ! .—IS u is a SEE.. Hoop HIES ST...SOTRTS c lC.- LwoE11 EAVEo UVFS100T AEGT r - -• f _ - _ ALL W ES 70 e, IY_ _SS Gn¢am WIED. I ezJ Ol j 1 Wilms ' /Y.iNYal VI: %i I % %'d - ROOF PLAN OVY tc 111c11 Companies of California 7 I iI T II tl -7 -\ 51 Aa RD g11R FIXAnEF -CO AN DELI. In<, R ie I ICJ, - GARAGE -ALTERNATE I T — A• IA ! I REAR ELEVATION I 11% I - FRONT ELEVATION SPANISH GARAGE ALTERNATE o, NOTE` All vindovs larger than one loot (1') by one foot (1') on all ELEVATION NOTES Sid, and r ptiv , of +i :-- fron puel LC dyp o[ -vaEla vlth ent a rcpt ions of chore vindov. al [wady ut, P-t. nccoe nts c ueh aD ledge: or null EOnD, shall rn..orporata stucco sur[ounds. I CONCRETE TRH ROGf. SEE ROOF NOTES 2 STUCCO FINISH OVER LATH OVER ISNG R SOFFITPER. J LATH AT CEILING OR SOFFIi. LEGEND -" 2 %. PESA'.1N WOOD TRILI2A4 RE0' aER WOOD S 2 %G RESAWN WOOD TRIM 6 21( 10 RESAWN WOOD TRIM N.T.S.' INDICATES D'A' 4 0 - __ Y GALVANIZED METAL FLASHING AT ROOF TO WALL NOTE DO NOT SCALE GRA' N 0 GALVANIZED METAL FLASHING AND SADDLE (WHERE SHOWN. 9 GALVANIZED METAL VENT. D. GALVANIZED METAL DIYERTER 1 M 2 y /• I GALVANIZED METAL WEEP SCREED. PREFABRICATED METAL CHIMNEY CAP WITH APPROVED SPARK ARRESTOR. IJ ENTRY DOOR PER BUILDER I. RESAWNMANUFACIWOO O STONE. is IS RESAWN MOOD MIl1NG. Z r. 4 Fom 1pijA x IF, I ',A L- KKAPTl---------- ALUM. A1141,V1,1 Fil-WE. HEAD 0 C-yr pllkoll __ KiN6 ITUD-- TFZ1MMFP- ---- KF-AFT 2 , 4 Faw R" — S_T U 6G 0-0-L JAMB V%_'T*4 C-Tr ALUM WINDOW hrru040 PvFz OVE•15L Fibull,019. 4 FOW T[q* h/.L- K49.4 1% SILL D .... ... ILI ]F-I D El I I GARAGE DOOR TYPES 0 F Ll L1 U El 11- 0 2x4 <JiUDSC d LA ELI L::] EA F F___I _1= rvr;1,Ac. - P1j;z I ___I E-11 I- _:1 bF L E,/E 1 11V ELI 17-IL- F__I I--- r-1 FJF__ ELEV.A IA'X 7 8,X I' 9'X 7' II F,F x-F- U4-E 1,T All Z"T ELEV,B 111. ti j, STUCCO RECESS @ ELEV.0 F`L-rWP, q OrEfela? F101'.0 L,ATTI,t rmp< lijC's rLrTL nix. wiaw 0,4, TPw. rs WEEP SCREED @I @ 3001 @ Companies of California 8 ED D I LUMINOUS CEILING fiL -X 06 .1 POST BASE ELEV. A 0 vE/o art. 01 EXPOSED BEAM & RAFTERS 0 ax.aL,a rift- IV LUMINOUS CEILING C,x &M\--_ 1x10 pw_ Zxr, F,=49, 741A- Gxra 051 POST CAP ox WA CA GARAGE DOOR TYPES 0 F 2x4 <JiUDSC d rvr;1,Ac. - P1j;z bF L E,/E 1 11V Ew x6 II F,F x-F- U4-E 1,T Z"T 111. STUCCO RECESS @ @I @ 3001 @ Companies of California 8 ED D I LUMINOUS CEILING fiL -X 06 .1 POST BASE ELEV. A 0 vE/o art. 01 EXPOSED BEAM & RAFTERS 0 ax.aL,a rift- IV LUMINOUS CEILING C,x &M\--_ 1x10 pw_ Zxr, F,=49, 741A- Gxra 051 POST CAP ox WA CA LL F 2x4 <JiUDSC d rvr;1,Ac. - P1j;z bF L E,/E 1 11V Ew x6 II F,F x-F- U4-E 1,T Z"T 111. POST BASE 0 O. BUILT—UP COLUMN ELEV. C OUT F LOW RAIL POST SUPPORT Q LL F 2x4 <JiUDSC d rvr;1,Ac. - P1j;z bF L E,/E 1 11V Ew F,F x-F- U4-E 1,T Gi SHOVEL FOOTING 2-9 FLF4 121.2 POST 0 BUILT—UP COLUMN 10 STEEL BUMPER PIPE SEAL, NO. -DESCRIPTION OF REVISION UATE SHEET DESCRIPTION DATE SHEET NO. ARCHITECTURAL DETAILS7_71 JOB NO, FOUNDATION DETAILS D-3.- 94-37 N By DATE SHEET By I.Et, , OW .5 OCT 0 RIGHT SIDE r L y - ti I:f Lr:9l lei I i 1 FIB- 4 tom i T T rR 1 Y I RO 17prOTFS ur 1 K00 CATE .. '.'; j G.s Ix P;iCH CAr CS -E 5[ s 1100. ans a sorFr, Cll n tW'[ uVC: iO OC 1 ttCIC4 UrAC55 0 .f R:: SEt OIEU. rx—Ess Or1 ER: SE r.O,ED. LEFT SIDE L' -- - ll C Lr:9l lei I i 1 FIB- 4 tom i T T rR 1 Y I RO 17prOTFS ur 1 K00 CATE .. '.'; j G.s Ix P;iCH CAr CS -E 5[ s 1100. ans a sorFr, Clln tW'[ uVC: iO OC 1 ttCIC4 UrAC55 0 .f R:: SEt OIEU. rx—Ess Or1 ER: SE r.O,ED. LEFT SIDE L' -- - ll i y' /rw I 1 LI ir r' r• I_. I411 7\ ROOF PLAN F Lr:9l lei I i 1 FIB- 4 tom i T T rR 1 Y I RO 17prOTFS ur 1 K00 CATE .. '.'; j G.s Ix P;iCH CAr CS -E 5[ s 1100. ans a sorFr, Clln tW'[ uVC: iO OC 1 ttCIC4 UrAC55 0 .f R:: SEt OIEU. rx—Ess Or1 ER: SE r.O,ED. I II GARAGE ALTERNATE Y L IFp 1 FRONT ELEVATION RANCH NOTE: larger than no foot (1R) by one foot (1') on all s idr and r clevat ions viSiblc from public Le right -of -," 1 v,tt cl rro rcpt ions of those mvind— already nut Eli, in; trcatnents c ,In 11 ledges o ullions, .hall orporate stucco su ands. 1 PrT.3rH J >, ECE D : ORY' I.G'KOT TO SCALE NOTECALE D_Ai• I.G: F_; fi T. 1 i i I REAR ELEVATION V'ry i II i GARAGE 1 1 FLOOR PLAN ALT. ELEV.0 i I r GARAGE ALTERNATE ELEVATION NOTES CONCRETE TILE ROOF. SEE ROOF NOTES 2. STUCCO FINISH OVER LATH OVER 151 BUILDING PAPER STUCCO OVER HI -RIBB LATH AT CEILING On SOFFIT. 2 A A RLSAIYN WOOD TRIM Z x G FES v;N 1YOOD TRIM. 4 2 x IU RESAWN WOOD TRIIA GALVAN ZED I.tETAt FLASHING AT ROOF TO'NALL GALVAN ZED F.IETAL FLASHING AND SADDLE (WHERE SHOWN) GALVM417ED METAL VENT. 10. GALVANIZED MEAL DI'/ERTER GALVANIZED METAL WEEP SCREED r2. PREFABRICATED METAL CHIMNEY CAP WITH APPROVED SPARK AARESTC1 13 . ENTRY DOOR PER BUILUER, MANUFACTURED STONE 1'. RESAVYtI W000 RAUNG i0 R SAY N Y000 POST(S). r RESAWN E %POSED BEAR'. IU 16 -0 x7'KI'O7ERHEAD GARAGE DOOR IYITII]RB' RCSAWN P_YNOOD OVER'. J FRAr,N 11 U G x 7 0 OVER :AO GARnGL DOER 2' TH J /0' RESAYN PLMOOD OVER 2 x ] FIIAI ,NG. 21 x 7.0 OVERHCAD CAT AGR- DOOR ViJil ] /a- RESA'NN PLYVIOOD OVER 2 x ] FMA III:u. 2'. 2 x 0 RESAWN FASCIA. /BARGE. 22 DO STOOP. POST 0A)E. 11. C LL"AI I C P A'U B01 TCMPOST 2 ur Al 20 [,Do, 1111C,, 611111GE 7. ]PCKVENEEP III, IT UP FIY1 OOD CRICKET 1 OPTIONAL DECK CO. 1 CAL v ED SCREENED VENTS) IONE PER CAR)_ r_ C EI NOR CR DL JLAU 0001. TLCLO.IECLS L r)F uJ LDING BEVONO. 31 LINE OF GARAGE ALTERNATE S STU',.0 CuRSEL 4 II UI LT UP WOOD COLUMNPOISHLLT =. 30. OPTION,IL SI IDING GRASS DOOR 0 _ - ADNo-.- lMl r _ SEAL -.. •• NO DESCRIPTION OF REVISION p F _ - SMF.F.T DESCRIPTION DATC SHEET NO, j° PLAN 3 Ll.(l L / • , l J f l T,rr_ ,'" ' - _ - - -- ` -- BONUS OPTION ELEV. C J 94 -3%' `' G`G G r, 13NQRANCH l / ®/ ` ' EXTERIOR ELEVATIONS ;)NAVIN 9V Companies of California ROOF PLAN DF Inns rRe Nrr, Au Art; nlrur Ann r. mr. Ruc non urnrss suurrn rnrn nEnAnEr.RallnuElr. m<s conro RArr sr A[ - ' 1 oc 2199 , L' -- - I II GARAGE ALTERNATE Y L IFp 1 FRONT ELEVATION RANCH NOTE: larger than no foot (1R) by one foot (1') on all s idr and r clevat ions viSiblc from publicLe right -of -," 1 v,tt cl rro rcpt ions of those mvind— already nut Eli, in; trcatnents c ,In 11 ledges o ullions, .hall orporate stucco su ands. 1 PrT.3rH J >, ECE D : ORY' I.G'KOT TO SCALE NOTECALE D_Ai• I.G: F_; fi T. 1 i i I REAR ELEVATION V'ry i II i GARAGE 1 1 FLOOR PLAN ALT. ELEV.0 i I r GARAGE ALTERNATE ELEVATION NOTES CONCRETE TILE ROOF. SEE ROOF NOTES 2. STUCCO FINISH OVER LATH OVER 151 BUILDING PAPER STUCCO OVER HI -RIBB LATH AT CEILING On SOFFIT. 2 A A RLSAIYN WOOD TRIM Z x G FES v;N 1YOOD TRIM. 4 2 x IU RESAWN WOOD TRIIA GALVAN ZED I.tETAt FLASHING AT ROOF TO'NALL GALVAN ZED F.IETAL FLASHING AND SADDLE (WHERE SHOWN) GALVM417ED METAL VENT. 10. GALVANIZED MEAL DI'/ERTER GALVANIZED METAL WEEP SCREED r2. PREFABRICATED METAL CHIMNEY CAP WITH APPROVED SPARK AARESTC1 13 . ENTRY DOOR PER BUILUER, MANUFACTURED STONE 1'. RESAVYtI W000 RAUNG i0 R SAY N Y000 POST(S). r RESAWN E %POSED BEAR'. IU 16 -0 x7'KI'O7ERHEAD GARAGE DOOR IYITII]RB' RCSAWN P_YNOOD OVER'. J FRAr,N 11 U G x 7 0 OVER :AO GARnGL DOER 2' TH J /0' RESAYN PLMOOD OVER 2 x ] FIIAI ,NG. 21 x 7.0 OVERHCAD CAT AGR- DOOR ViJil ] /a- RESA'NN PLYVIOOD OVER 2 x ] FMA III:u. 2'. 2 x 0 RESAWN FASCIA. /BARGE. 22 DO STOOP. POST 0A)E. 11. C LL"AI I C P A'U B01 TCMPOST 2 ur Al 20 [,Do, 1111C,, 611111GE 7. ]PCKVENEEP III, IT UP FIY1 OOD CRICKET 1 OPTIONAL DECK CO. 1 CAL v ED SCREENED VENTS) IONE PER CAR)_ r_ C EI NOR CR DL JLAU 0001. TLCLO.IECLS L r)F uJ LDING BEVONO. 31 LINE OF GARAGE ALTERNATE S STU',.0 CuRSEL 4 II UI LT UP WOOD COLUMNPOISHLLT =. 30. OPTION,IL SI IDING GRASS DOOR 0 _ - ADNo-.- lMl r _ SEAL -.. •• NO DESCRIPTION OF REVISION p F _ - SMF.F.T DESCRIPTION DATC SHEET NO, j° PLAN 3 Ll.(l L / • , l J f l T,rr_ ,'" ' - _ - - -- ` -- BONUS OPTION ELEV. C J 94 -3%' `' G`G G r, 13NQRANCH l / ®/ ` ' EXTERIOR ELEVATIONS ;)NAVIN 9V Companies of California ROOF PLAN DF Inns rRe Nrr, Au Art; nlrur Ann r. mr. Ruc non urnrss suurrn rnrn nEnAnEr.RallnuElr. m<s conro RArr sr A[ - ' 1 oc 2199 , k I I xu-G 1151, 1 169 1101, 1,"6 151 14 1 YIn 9 S•-I'OUl6 IE CEW /019e IM %Td RATES NTH NH. RILLS 10 TO 1^ SiLp 113lBe Ai EA _SPLICE -LAP RATES I'E FATES FM TALL BNAE)UA SwPSON BIAI WMII]111BJ NALS EA. MB wµ1 BRACES SCE OP SPl10E I. STECC- CSF5P01 YPETE NAEMG. IEi RCA RSYOW YX SUDS AT ]. FACE GRAN OF Pk W 9 W L BE arPSON • Hf IHArHGEA I @O C 1YP. RAPEWttEM TO SPPORIS fo<M AS nEOIRO WIN __ RMMEA STUD W/ 3 BU,o -NAI PEAWFIfR OF DOG, ROGFS, CK SCE HAI r-TVq !9-f NAI -1 -117 A AT µ/j HAULS DOOR OA - _ - _ _ -IeG AT IT0 /C COM YE4Uh PAK [IDCE1 r•JK QOC[k+G BL . F--,fE -]T /PE--.-RFNFF---/S.---T,,T GERED W]DOw STAGGERED, TW. -I.ON R/ua W 1._1__1_) EDGE OIB PARR 311,! ICE FOGS rn. I I I 111 1 1 I I HCADURPERRAH I I I I I I I IIWi II> EQ EDGE N lw YE GHE-E I I I I I I I I I RAH TWICA - I I I I I I I I 7 - 11 I I 11 sif HNHLRILLEA. SCR WTH 4Y'P.I Bvpk3OVN o1c I I 1 I f I I YE SCyfOLLE 7ROw5 Lea AT I]'0/C FafIVTHOF IT DRIESS e' -016:fM STUD I I I I I I 11ROWSLeaAT170 /C loR fE' -OF M[xE THAN 17 OD S,ID RISE ]0a FALS PEE, ABOVE S(3®1LE AT :wCRO -tAM BEAMS, -. f UAO PROVEE (.R IIXA7O'ISEE 1 I I I I I 11 1 1 TRMnR STUDS AT AACFPTKTIAAL AFC$ x TIRE nOCLNG To All HDRS WOBI l*CHAACAt DRAGS. ISO KAT IV vO /C MAx. TIWIIXI Die %R T]0 Tlo MULTIPLE MEMBER f6 13 STUD WALL FRAMING oE6 8 SHEATHING LAYOUTf` 3 N AST DEPTHH 17 MK 3. "1 DEPTH - MTEs TO YPPdHi MA% f0 SENRT MAR - 60] MA% STUA MOTH BORE DOM4 OF MdE TINT: TYA YAB i1K2Ki5 A.O I/@ SANC1Ji OR ME Ap pfD T DA AN X. AT ]Xe STMS, SCCESYVE DPUnE STIRS RK RR RAN -- OUC[ JDIHT, MH 1/5 YAB MIT., NOTCH He JOIST - -- RPTH OF 31 /Y DLA MAR. AT B,qT PEAWTIFD. LOCATE RR FOUpATXYHRAN DEPTH,MAXI -JL6i Mme. ]x115TID5 ]MT 70OAM IT* STI 70 OCCUR N Tf SAMETHID9CiOl wT" ARLBMT TOBEl15HT9fMWAllSWi1AOiTHE PRIOR APR . OF THE STRU CTRAI ANTER, IBGA STRAP w/ I]9a , -- Fell SiMifP HOLES SAME 00111E LID$ EAE TIP. MMFIFA AS NOICH IE TH -- il- :1111 -= WTr, - III- -III= 3111' WDTH OF STIR MAx I. SOO T IgETI - CEFtN ABi A1E AIIOMFD WTIQIT APPROVAL OF TIf T -MAST ID NOTISBIlOppRlYE f /'TYP. All STIOS JOB$MTOHIREVATON 31 /1'QA. MA %. AT ]X6I M, Ill r OA WAaFED RAP* JONT MP W MAx. I]• x1H 5/@ 141 EDGE 11 HOLE AT DBT-li TYP.- 101 Mu5% PATCH OY(t EA tK All STUDS 13/@ MAIL. AT ]%/ STUDS YC%.O PpA FA51 Pqp 1/11 .YSA %. AT ] %e STUDS / - - -- } -- 1 YAB THC.Y.55 G H4Ri{LB4S I R iV1RK. RR I /@TIM.3.e TWES -W NTH 101 MAX STUD YATH BORE WDLH OF STI.O MAX LHlIea EA EM 3 / @NA. MAx. AI ]XI SILOS, - ZW. µl5TL05 MT6 ] I/@ QA. MAY AT ]>.e STUDS I' FYE r1Hiy!%" ffPao°t'uE I iAI'nnwE".c rf"ED r111S Td FoRMEOxer JOHr- Illlllllllllllllllf YIE DETAk d1107 TO BE USED Ar SEAR WAIFS NTHOUT THE 5/@ Av1 EDGE 1'( S n: MAx. M PROM APPROVAL OF irE Si R„CLWAL ihG PECK QST0.KE ,YP v \ -M, MAX AT ]X. 5T S ALL STlOS Al ] %e $T1D5 B ^OA JONr IP J I RATE LATCH %AEU vEW - - -- -- T3] EX7E_A49 A"e[. -.,'- ,STUDS T3D THIS FlPLATE & JOIST NOTCH OFµE6 12 STUD NOTCHING Oi 7 SLAB JOINTS SCALE, 2 RE - OROHG &ITS -- lM 5111- IOC MN _ JJ.... BA[ RHl PLEA DETAILS I. 1 - " 51 / T RANI P PCC~ 5OR5 RFPpg1 IF I REHA i0O SOl M'FSTIGA I ION BM 1 A• EA GIGKEKIfkKALI NL DAtEQ T.'9.1{gOB / S0. M'ESTOAId b ADOEIDIM SHALL BE CONSOEPED PAPT Of TIE fQlfRACT OOClM4NTi E.*. BY S]a PIESSIa I6W L,F TO BE VFRS, B FOCI IGNEER. SEE COLS T. 1. TUTU ALL RARE O S A RoVEDY O MO RATAT GRADE TTORPROVEDCO ALEL ACTUAL AFVAEDB OF BDT TORY 4G FUOTF65 SllAll BE AS UECTEDTTIE5l%S BeGIE91 DIIFf' 1. All FOOTM.S 9W1 BE NIPFC I® m TE BUILDING S NWATERlR S11AIIt BETROR F CIA f NATIONVATOMSRAATOPOIRIf CpUETE. e. AT ALL POST TB60r® F ATCPA SHOP OR NIP GS SW 191, S MITT TED FOR REVf W BY THE BUL DING OfP- ;, ENT, ARCHITECT AND STRUCTURAL B1GfEER. F COMTRUCTDN PER UFOR A SLICING 1 A HARD WO( AGGREOARS SHALL COKORM TO ASIA C33 THEIR MA WLN SM SHALL BE 1 1 7 PpES FOR rH] OTwi CAISSONS ND CMOE BEAMS AND 1 NOH FOR ALL OT rqa. 5 LGWWGIHT AG ATFS ICOWOLW TO ASTM C33MS BE AIPROAD AND THILA MAxIMUM HIE 9441 BE I? F. OI aCONCRETECoV AT FENICA406 SAIL BE AS FOLLOWS AND CaIMl6 --.-- .-_1117 REAM EI MRS P18µ18 TU COLD OR IG % ___.___ -___ T QFM 1.4 EftOR 7lI IEvEB B LARGO, UIFYS OTI61•A"' B ALL OTHER Al4aE6FOOMHy AFOIDIE D0.T51 AW YCIAFD NPOSITIONPRWTDPOLING CONCRETE. 9 CORN. db NSEC TON. 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GROOiNG PEP 1101) I Y MIAM G WALL µl MASOFNY CONSIR; RIPER nl7<If MA50FAY NLJIES µL CON(' IUIF C(116TRIlCTCN RR C0FS3ETF NOTES 11. ALL RE"C CED STEB CONSTRUCTION M NK(xCPA STEEL NOTES 1. µl CUIS TO a SEAU GROIliFO BROW GRADE. S. DD MT BACFRI RE7AING WAUSINR µl MA:OMY AM CONCK / E INK FlAOE-0fESIGN STRFIIGTIA LWfIRSM Of ' JB DAYS 011 APPRUKD 1fSTNGL e. All PETANPA Wµl1 W 111 SAB TES AT TTW 9NLL RFMAN SIHd1ED W IS UYTR YM B PgAfD AFD REAUf5lE51GN S1 REAM 4YEEVLlkI O SB DAYS 0P APPPOVFD 1ESTNGI. YEdIM TO ASTM A53FOR GRADE B TILE SINE COKORM TO ASTM FNSFN, COtFORAVHC TO ASTM ON 11E ORAMlAS W ESS FATED 1. A'"' MMMtiWISSHA11BEFABRICATEDBYA11156® FAWXATOR PBI W1/ V MC, AND VAC. 7. iTAAORICA A j O PROVOS A OPTFIUTB 0 Bd[CTION GGEEHFEf'llUU1k CONTRACTOR8LIRf M MTCHP6 dl a Y WiHr1 APRgVµDF S U llwB91 fPfO510 BE pd6LCOIMIATAN W1F Rs •' h, lBq / F Be0 T 7d F9' AT 11011 F - I,EOB4O00, IHESSNDTFO B. PRf+VOE TF3 oIP tA A,vYUt AT MT rnM K GAMS AI NSPEE,'TION ... - -..- MCMfMATTAOWBIT3IU 1199-P TIPAMNGS S WI EE 9AMITTW FOI IES'EYIUY 0.1111E DfPMTMENT, APOETECTAND STWCTIAAI I=UE, /,LAM STRICTIAAL fIEAYBFin W101 ARE EREf"M TO RYMO00 ASSOCIATION INAI AND SHAY COIFONM 70 THE US PRODUCT ST. vOAID B•S 11 W TH F]L1810F1 Gl1E. COMPO]TEOR,ArhYBEm PATEis COMRT WTH 7<9A REYMOHBOAID REPORT 191 -1011 SIEFLOOR AG EWE, APA S/EOCATCN AFG-01. POITALL PLYWOOD AM NOWVDEEI® PA SPDI MA COF6ilUCTDN G.Il.. O E,, LATEST FDT101E 8 STRIATIAAI FAAASI6 PLAW FOR TRIO ESS ARD TYPE OF FLO0R AND ROOF SEATV". lw SERA WAIL NOTES FOR SUIE AND TYPE OF WALL 91EATENG. S. NAEJf OF IHO,OCIlTAL AND VERTICAL DIARAAGMS 9441 MPMTCM&a PPRRIOR TO COMERIN THE MPDFIf' IS ALL NAIS lKD N TWwU- TO-TPIRP CONECTAF6 SHALL BE COMMON M WA1RD SNSEP NALS AM 1(AEF1O 9141 COIfpM 10 TIE APRC=E B1.lbf CODE. ALLK S CCONECTWNIE- RIARFAC TLRO ME TAL ITEM$ SWL SIAMG%S/ W CC; •OMARILIF UENS CATNOGE AND AL 5LA W LIS SHALL O HAVE 1. ALLSTUDWALLS91µl1SAVF iR noov6 AT Ivy O/C R MAXLIIIMI 9. WEEEYYOCOBN CONTACTWITHCONCRERSHEE RIETSrr , USE PRIESSURE ICI TREATED 00UGlM fA 019EET METAL 9.11CLE01ss OC it farRA6f SPC6 ®. AlL Yl RATES N 1 COANA BARS SAME SVE 1 STAPOARD IC01y F.O GEMS a - ' Loo a ACIBIO AS IHOP' Z _ IT. CORER µT C- I90. a SNGLE IAYEB PEKOMEHG ` w - r -a MNaL o; '' o-mFaal]TEHU/J ]- MBAAUAM M LAP LAP D D- B/FORFBTIM' H PEEK Yf E,EKAAl NOBS ._.-- • B \^ D-IQS OR VIAND NIB ¢ PPE @ i Y o-] a FOB 91081 BFNJS MI EXCAVA IC iRfNIL V IS THESLKTDN YIAIL - \ 4W2 LAP URO. a NOT EXTFM MYOM IFS lO S1BME•S - - T -O MEfAM1MJ TIE LK g COHC Fll SAME MDiIE 7 AS FOORJ(: RACk T111- M.ASECTSMI FOOINA B f<01/IED PIPES MOPE TINN 3 - v lIEIOYI BOTTOM FOWAC FILL PERra BAOCFkIEO DO e OFT SEisA DSACE I ~r COMPACTD Rl ATHFOCAI IFS DO I Y 901 IJOI COMFP I%kFRE IAYEPRK(XHCNG ALT 01130 1E5 l - il]p lUI, SSEEHPOURED fOOING µ1E8IT ] I O IOE,.51TY I nro REINFORCING LAYOUT 6 I I TYPICAL BAR BENDS 6 6 PIPF TRENCH AT FiG, E' i TYPICAL STRUCTURAL NOTES R BATS /FA PEQ TED WTIFI 17 Zi WAU1y BOLTSIRAYBESEASmVIEDWM IROOD I. TT=,FT MRIIOFES AU - 9VIr L:ALCLLATKINS AND SHOP BIRJCTW PER UFORM BLlDN6 CODE, ORAMPIGi SGKO m A R5.6T[i ED CIK OR STg1CTURµFNGFEQ TO TIE BLLDIIG pEP/UfTMEM, 4 LUMBBI SHML EE DOUGLM FR, MESS AROITKT AND STMICT WAL TRICKER.- a REYA:W PRIi]II TO FABRCA'.AN YASE. AND COFOIIM TO T1f GRAOlC RUES ALL BLOOD AND BIDGFHG OF TRS'FS9WLOEN W WOW PRODUCTS ASSOOATON GRRAAOEDE .' ACCOMANLC WIEE TIE fECAMMETDA1C16 O TIE TMES fABBCATORAMICBO. APPROVAL LEDGERS ND POSTS._. GRADE II THE TRUSS FABRICATOR 9Mll IALYIONATE t7Eg1fi5 N rIE ROOF 0R ROOR WTH THE COlTRAROR AND SHALL ON RAFy I.r08FT ..._.._]% 1 STIRGR DETAIl,IXYGIL AND MANGBA IEQIED. Alf 11GIHT MFTY'- PURCCKFCT ® I. FABFGTION F. TOI Fir ...... iviI iF i]i SHAH COKOLW TOVaC. STANDAFD]5 -1], PART V. RYMO00 ASSOCIATION INAI AND SHAY COIFONM 70 THE US PRODUCT ST.vOAID B•S 11 W TH F]L1810F1 Gl1E. COMPO]TEOR,ArhYBEm PATEis COMRT WTH 7<9A REYMOHBOAID REPORT 191 -1011 SIEFLOOR AG EWE, APA S/ EOCATCN AFG-01. POITALL PLYWOOD AM NOWVDEEI® PA SPDI MA COF6ilUCTDN G.Il..O E,, LATEST FDT101E 8 STRIATIAAI FAAASI6 PLAW FOR TRIO ESS ARD TYPE OF FLO0R AND ROOF SEATV". lw SERA WAIL NOTES FOR SUIE AND TYPE OF WALL 91EATENG. S. NAEJf OF IHO, OCIlTAL AND VERTICAL DIARAAGMS 9441 MPMTCM&a PPRRIOR TO COMERIN THE MPDFIf' IS ALL NAIS lKD N TWwU- TO-TPIRP CONECTAF6 SHALL BE COMMON M WA1RD SNSEP NALS AM 1(AEF1O 9141 COIfpM 10 TIE APRC=E B1.lbf CODE. ALLK S CCONECTWNIE-RIARFAC TLRO ME TAL ITEM$ SWL SIAMG%S/ W CC; • OMARILIF UENS CATNOGE AND AL 5LA W LIS SHALL O HAVE 1. ALL STUD WALLS91µl1SAVF iR noov6 AT Ivy O/C R MAXLIIIMI 9. WEEE YYOCOBNCONTACT WITHCONCRERSHEERIETSrr , USE PRIESSURE ICI TREATED 00UGlM fA 019EETMETAL 9.11CLE01ss OC it farRA6f SPC6 ®. AlL Yl RATES N 1 COANA BARS SAME SVE 1 STAPOARD IC01y F.O GEMS a - ' Loo a ACIBIO AS IHOP'Z _ IT. CORER µT C- I 90. a SNGLE IAYEB PEKOMEHG ` w - r - a MNaL o; '' o-mFaal]TEHU/J ]- MBAAUAM M LAP LAP D D- B/FORFBTIM'H PEEK Yf E,EKAAl NOBS ._.-- • B \^ D-IQS OR VIAND NIB ¢ PPE @ i Y o-]a FOB 91081 BFNJS MI EXCAVA IC iRfNIL V IS THESLKTDN YIAIL - \ 4W2 LAP URO. a NOT EXTFM MYOM IFS lO S1BME•S - -T - O MEfAM1MJ TIE LK g COHC Fll SAME MDiIE 7 AS FOORJ(: RACk T111- M.ASECTSMI FOOINA B f< 01/IED PIPES MOPE TINN 3 -v lIEIOYI BOTTOM FOWAC FILL PERra BAOCFkIEO DO e OFT SEisA DSACE I ~r COMPACTD Rl ATHFOCAI IFS DO I Y 901 IJOI COMFP I%kFRE IAYEPRK( XHCNGALT 01130 1E5 l - il]p lUI,SSEEHPOURED fOOING µ1E8IT ] I O IOE,.51TY I nro REINFORCING LAYOUT 6 I I TYPICAL BAR BENDS 6 6 PIPF TRENCH AT FiG, E' i TYPICAL STRUCTURAL NOTES R BATS /FA PEQ TED WTIFI 17 Zi WAU1y BOLTSIRAYBESEASmVIEDWM 0- roa. a POBOBI ORIYBI PPA AT IWO /C'Kf% iHEAM. 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BEADS AND NITS TWHOH BEAR AGANSTTHEFACE YaZOa® NEAtl069WL BE Pamam NTH AJEPS LITRE STUDS FOR BUD BERING AT BIOS of N,Ia RYti.Ne N w " AMA, Nw, RR.c9 uV»o/a nuZ BE vron• r lfNXc IMArIOC9 Eaua BFILAW OF GIRDER TRUSSES 04M POSTS sAwN IRUC1UM MCMBW FOR PIPES COIpfiS N M9.If wlnrM w•,XOK I/ I,I A, NYOT AT Xroc A, I>0•CR RPLY YET" THE BIID/6 CODE AND THE ETALSCN 116 SECT. t va3Rmm QaE ROOM JO6TS LPOBI PMALIE R MAT BFARN6 WALLS 1NC91 PHPFfDICLLAA AlCruBBVO w.-w 3=11L I7u• wbc B AM ELY WERE AS IFdFEa FETE U6G R 61Y11FIG OF DOME RATES SHALL BE AS w*.v/I,HweNu LNESS OTHER SE SROEO1lh1ed EAaUCEWWADNE9(T SPLICE WTIN E•- evYr 1118,0.0. w,r A•Ore u I:1LV. u In w/ wr 1'vc in AA •ilro,C WGL DETAL ON I- SHEET] TWO PECE n1THP BEMIS METH IW AT 17 rtMO,U r0.IRJwrYbC OP AM BOTTOM FACE NAIL MEMBEHO OF TREE T V BEAMS MIM IN AT 17 WC AT TOP IT lIOrcA N u AT .X N ,A,t vO•S OM ID ALTERNATE SIDES OF BEAM. PROVOS 4 ROW OF NAEP G AT ALL BEAMS GIEATBI n S,Rr „P UCR AT IO.cDEEP. 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Nw, IY TIRO PER SECFCATDFA OF TR $ JOST TMAIDICBO.REPORTBKR -I]a THE SOFMOHOHAMMfMBERSSIALL 116 F:EAOMFq RS YYwfAr , mva a' a„xao.e wr vA2 VY Uwr IVO•c nAR wilYOrc V. u„vOrc DOPYW-], BOD PSLF -] BS PS 3009 AT 7 %SO00ACT M Funro a VYwAAT ] ro,c RJE 7 O/C FOR U6 / C FOR SICONTACT META MrIYAw,r lo.c •, mpF armTA:awR V.N•i >Ii.cR Vr wA„Ilro•c FL EQUAL MAY BE TOP YMflf SFUTMIO 011 UN,O sMI APRW TO Tt]P tBOITOM OF JOBTS E LENGTH O JOBT. 10. ,ea NOHLrce>PM ru a HOU0 iY„r In AEwr irAic i wronw: ST ACT/ RAFTµGEMS ICMECT0R5, STRAPS, E N STRONG A, AwwuAAUOWY, PC UW O. fSEf NOTEBABOVE 0 E%EL O E6 ABOIGIwa RM ru rH%ASRa® 6 OF LUMBER USED FV -OIBTFLICTgN TM'WAK'. TIE AEI. MTH•WAK' M RIB r w! IY> O,cA pPNC ITinu•r ie OKRin wR A, v02R T BE USED AT RYWOW011 G. Y Wµ1 EOGES C106 OR AT DOLnE PLATES AT F• RAYI •r0 YM.ubII0w1 „rOT I,0. wM wu Af ROVm• 1lon fwoR u Mnae.a,o A r,o+m NcNlmra M fLSHau JAOSI a rN..v l.c++oPws.4 v o c.o v a u MM,re1p"`i4 ew. 10 P/I. 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