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S5਍ഀ ~ / 1 2" DEEP I ~ STEP ' ~ ~ / ~ I [109"-9 ~/4~,~ i਍ഀ ~EA.M P~,CKET I {਍ഀ , _...._____--t_-__ I਍ഀ f ~ ! i਍ഀ ~ 1 / I ~i ~ I ~਍ഀ I ~ I ( , ~ i਍ഀ 1~ i ~ i (10~'-0"~ I I I I I 1 1਍ഀ t i I I ~ i਍ഀ ~ I I 1- I I I਍ഀ ~ I i ' I 1 FOOTNG I I r I, .਍ഀ -i•-WALL. ~TCI' I I ~ I I - j ~ I STEW Q WALL i_਍ഀ I ~ t I STEP TOP OF E~ACKP'ILL l 1?਍ഀ ~ I I ( ~ N; 0122' _a ~/a"~ I i Ea>JALS 10~'-0"' I L _..._.__~,I i I ; I਍ഀ I I I਍ഀ ~ I ' ~ r~ I -FOOTING਍ഀ r I ~ I STEP ii ~ E I (1!4'-0') ( I I ~ i I I I਍ഀ i I I - I j I 1 I I I਍ഀ ~ ~ i I i (10~'-0„) I a I I ______------________._-.____a਍ഀ I ' I 1 ~਍ഀ I 1 I -਍ഀ ' ~ ~ I I - ~ 1 I i ~ I I I 1~~ Imo,਍ഀ 7 I ~ ( I I ~.~r__ _ 1 I I਍ഀ f I I I t0਍ഀ ( ~I ~ _ ~ 1 ~ ~ I ~ 1 ' , I S~ I ~-`r ~ X`10"਍ഀ ~ ~ 1 I 1 ~~-U X 3-O 1 I ~ J - ~ ~ ~ FOOTING WITH਍ഀ 1 ' ^ I - f_ _ - _ EACH WAY I ~ S5 - ,਍ഀ I ~ I ~ I W I ~ TOP OF ~AGIC;=1Ll.. 5..~ ~ ~ I I I ~ _ (10G -~0 }਍ഀ I EC.~IJALS 10~+~-0" ~i08'_q ~/4' r~ ! ~ ! ~ I I 1 ~ r-਍ഀ I i t I I I I I ( I I I t I- Tc~' OP E'~ACKFILL - 3 V2" OEEP r 1 i I਍ഀ t I EQUALS 11T 0" S~ I 6EAM POCKET ~ ~ _ ~ S~ I਍ഀ } ~ I I ~ I i ~ I I 1 a- I ~ , I „ i~ --o x 4 -o" x 1 I ut r~ ~ ~ I਍ഀ ~ I 1 FOOTING WITH (4)-~S ~ > _w I ~ - - - - - - - - - a-, I I _ 0 ~ r ~ I EACH WAY, - I਍ഀ i I ~ I -_~_~9_L_ ~ ti I ' 0 , 13 a _਍ഀ 1 I I ~ r , ~ I 1108'-~ ~/4"~ ( ~ WALL ~ cC w 1 i ~ I ' (lOG'-~"} `i1 ~ r------~--- I STEP ~ of਍ഀ I r~ ~_~..._~.-nl,~ I ~ I ~ I ~ ! 1 ~~ooT1NG I I FooTING਍ഀ STEP I WALL- STEP I I ~ I ~ I STEP I਍ഀ I _ _ - _ -I, f I I ~ I 1 r਍ഀ i I 1 t'_q 3 4" 1 I N I I I I 2 _ _ I ~i ~ ~~z-` -r G I.,- i i/~ ~ ~i਍ഀ ~ ~ ~ ~ I - ~ _ ~ STEP਍ഀ t I _ i I i i i I i ~ ~ I i ~ I i ( , nr Q l ~਍ഀ { -Y ( (110'0) _ 'i ~ r ~ 1 I~ I ~ I I I ~ ; ~ _਍ഀ I I I I~ Xz ~ I~ 1ao'-~," ~ 1 ; i I I - ~਍ഀ j I IALL I C2AWL`_~F'ACE WALL. 1 l ~1- I I~ _ ~ STEP ACCESS STEP I ! I: ~i I਍ഀ E 7 I 1~ ~ ~ 1 ( ~E: A2CN. I ~ _ _ r N QI 1 r਍ഀ I I I i ~ 1 i i I ~ I SS ~ 7 I X_ I FOOTING 1 ,਍ഀ ~ ' ~ I ~ Uzi I ~ STEP ;਍ഀ , I _ ~ u ~ i, ~ i ~ I i _ I i ~ d ~ 'f' ~ _ EA ~ ~ { f I਍ഀ ' ~ ~ i I o a , Nay ~ . 77T ~u~ I i I i I I l:,{ALI.. WAL L '਍ഀ I I I' ~ ~ +5 ~ STEP S?"EY -I I ~55 E I _1 1 I n~ ~ ~ i a- I ~ (qq' _ i I A I I ~ , ~ ~ - -਍ഀ f-, 1 I I i i. I I -I N਍ഀ I r ~ , ~ ~ I ~ i I I I. I ~ I r I I਍ഀ 1 I I I I ; ~n~' a~/~„~ i i I X100'-0"~, o- ~ ~ ~ ~ I I ' i T r-~-____ , I ~ , 1 (-~P.LL ~ _ _ ~ _ i ~ ~਍ഀ I ~-r~ I I I r -4 ~ r I਍ഀ I, 1 i 1 _ I I ~r'' I ~ 11~ DEEP ~ 2 I i਍ഀ I ~ r ~ I ~ ~ ~ ~ . 1 ~ - _ --fit-~ 1 ~ ~ ~ L_..-.-_..__-.-._~_ `3' i ( q ~ ) I ~ 7਍ഀ - FOOTING I I 18 ~ _ _ _ - - , , ~ + I I ~ I lu-- -STEP - ~਍ഀ I I ~ _ _ _ _ _ . , _ ~ I ~ . _ ____1__ I਍ഀ i I I I ~ I 8" Sl"RUCTUR L I I~ ! ~਍ഀ l ~ I I I I CONCRE ~ E SLAG ~ ' ~ i਍ഀ 1 I I r;~~,L~~ ~ ~ l~.IALL - I FOOTING-- I I `STE.r' 1 ' --FOOTING ~ I ~ I I WALi~਍ഀ I STEP I STEF I 1 ~I STEP ~ ~ . ~ STEP਍ഀ I I I I ! f I ' r I I` ~ - i ;s1f~, G~,~~ I਍ഀ j ~ ~ ~ i ~ , I ~ Itts਍ഀ - ..._.._I I I I , ~ I ~ _ _ _ T - _਍ഀ , IG pl l Q ~ ~ I ~ ~ ~ ,਍ഀ I _ ~I 1 I I I-~} FZE.TAENINC;, I~JALL i ~ I I ~ ~ I i ~ OC ~E: At2C.;-#.਍ഀ ~ ~ lit ~.OCA,TIQN SIMILAR. t~~ i _ 3 1a I 1 I I~~਍ഀ ; i ' Si'L ~1O~~J 1 /55 ii ~~1 ~ S~ 7 ~ ,d਍ഀ i . SG I 1 I I "'i~ i ~ i i ' I I਍ഀ I ~ ~ I ~਍ഀ f _ _ _ _ - - - - - - - - - _ _ _ _ I L__.1 L._~J ~ 1 I ~ ~਍ഀ ii r਍ഀ I 1~ \ ~ ~ ~ ' ~ I _ i਍ഀ SG i '਍ഀ I਍ഀ ~ ' ~ i i t t I਍ഀ ~ I i i i ~ 3਍ഀ I ' ` I 4 ~ l i਍ഀ ~ ~ ; i਍ഀ I , 1 j j਍ഀ I ! ~ I I ,਍ഀ I I I i਍ഀ j ~ ~ ,਍ഀ I਍ഀ i i -਍ഀ ਍ഀ z਍ഀ r e 0਍ഀ mn਍ഀ -)Id਍ഀ W-<਍ഀ 4.਍ഀ E. PREFABRICATED WOOD b1EMBERS SHALL HE THE TYPE NOTED ON THE ,DRAWINGS ~E: PLAN਍ഀ GENERAL NuTES AND SHALL BE AS MANUFACTURED BY BOISE CASCADE. ALTERNATES SHALL BE REVIEWED BY THE ENGINEER. WEB BLOCKING AND , -.1C715T HANGE2 v ~ ~-_--#5 AT 2'-d" X ~਍ഀ 1. LIVE LOADS USED iN DESIGN: BRIDGING TO 6E AS REQUIRED BY THE JOIST MANUFACTURER. ' '~fMP50N ND2 - ' (OR EG2UAL) i~.l/ / N ~ PL..L~02 SHEATHING਍ഀ IA X t-JOOD COLUMN A. ROOF 80 PSF F. PROVIDE BRIDGING PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE 5/b ~ - 5 ~-r--- ~ ~ j _਍ഀ A BE DESIGNED TO FULFILL EXP. ANGHOF~ AND WI SIMPSON PC B. TYPICAL FLOOR 40 PSF NOTED ON STRU(,TURAL DRAWINGS, WOOD TRUSSES SH LL (2)-~/b" ~ X 4° GQL-. GAP AT TQp ~,XT STUN ~XT. STUl7 I,JALL-- ~ / ~਍ഀ LAG-P~OLTS਍ഀ RiQR DELI<5 & BALCONIES 8O PSF C. EXTE STRESS REQUIREMENTS AND/OR LOADS NOTED ON DRAWINGS. SHOP DRAWINGS ~ ~ ~ _ ° ooG ~ o ~ m° ~o ~ TOY6~ O~ U "਍ഀ D. WIND ~ SHALL INCLUDE CALCULATIONS AND BEAR THE STAMP OF A REGISTERED ENr,iNEER. ~ 2 X CONT t. BASIC WIND SPEED 80 MPH _ _ ( - (ZEIN~0t2CMENT I,J/ 1/2" 2 X CGNT. TREA i E(~----_ - - ~ _ W/ 1/2" X 10" - (2)-#~ GONTINU~lJS o਍ഀ EXPOSURE B G. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS ~ A.E~, ~ 2-C 2 A.E. ~ 2~,~,~ ~ ~਍ഀ CAPACITIES: Fb = 2800 PSI, E = 2,000,000 PSI, Fc = 750 PSI, F~ = 285 PSI. BUILT UP ME>.iEERS ~ KE: PLAN ~ , E. EAR7HOUAKE ZONE 1 SHALL BE CONNECTED 1N ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.਍ഀ CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" ORS 1/4" WIDE MEMBERS. O ~ t 2. NON-STRUCTURAL ELEMENTS: l (2) 5 CO਍ഀ 8. GENERAL ~ a a ~ ~਍ഀ - ARING PARTITIONS ETC. ATTACHED TO AND.OR SUPPORTED I A. ELEMENTS SUCH AS NON BE , BY THE STRUCTURE SHALL TAKE9NTO ACCGUNT DEFLECTIONS AND OTHER STRUCTURAL A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS... _ -਍ഀ MUVEMENTS. `~IIII=1111 =III (III B. VERIFY ALL OPEN?NGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND ~ RE; PLAN਍ഀ 3. FOUNDATIONS' ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS, AND AT 1G°਍ഀ REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONS161LITY. ~ THE ALt.OWABLF_ SOIL BEARING PRESSURE ASSUMED 1N DESIGN IS 1200, N0f21Z0NT6 A.਍ഀ THE CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE C, PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER FOUNDATION EXCAVATION. SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS `਍ഀ SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSUMED. AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON AT 1G°਍ഀ ARCHITECTURAL AND STRUCTURAL DRAWINGS. RESPECTIVE SUBCONTRACTOR VERTICAL B. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING SHALL. FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF਍ഀ ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY HIS ITEMS. 3/4 = I-0 CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOM OF਍ഀ FOOTINGS SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. p. PROVIDE ALL EMBEDDED ITEMS fN STRUCTURE AS NOTED ON ARCHITECTURAL, MATCH VE਍ഀ MECHANICAL, ELECTRICAL. AND STRUCTURAL DRAWINGS. MISCELLANEOUS LEGS At_7 C. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL 501E EMBEDDED ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED 8Y STEEL SUPPLIER ' STUD l-JAL.L਍ഀ OR PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. ~ AND INSTALLED BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36. ~ (LOAD F~2G.} 18"਍ഀ BACKFILL SHALL BE COMPACTED TO 95r MIMMUM STANDARD PROCTOR X G CONT, - DENSITY UNLESS OTHERWISE RECOMMEND _D IN TH SOILS REPORT. IF SOFT E. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TOT M1 ~ ~ ~ EA ~ ED. i..li਍ഀ SPOTS ARE ENCOU~dTERED REMOVE SOIL AND RECOMPACT VJITI~ APPROVED EARTH. ~ F FARING SOIL. ~'/S" Q X <ON FILL. (RE: SOIL REPORT FOR DESCRIPTION 0 8 )਍ഀ Il" P AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL A.k~. AT 4-0 ~ ~ F. SUBM SHO਍ഀ D. DO NQT PLACE BACKFILL_ AGAINST BASEMENT WALLS UNTIL BASEMENT FLOOR AND STRUCTURAL STEEL, LAMINATED WOOD FRAMING MEMBERS, TRUSS JOISTS. ~ FIRST FLOOR ARE iN PLACE. THE MANUFACTURING OR FABRICATION Of ANY ITEMS PRIOR TO WRITTEN REVIEW OF਍ഀ SHOP DRA'INGS WILL BE ENTIRELY AT THE R15K OF THE CONTRACTOR. ~ ~ E. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LiNE5 UNLESS OTHERWISE਍ഀ NOTED ON PLANS. G. WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHOWN %~-KEII~F. GONG.਍ഀ N THE ARCHITECTURAL DRAWINGS AND AS INDICATED iN THE SPEGFICA1lQN5. ~ SOOTING {`L002 5H i' F. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED FILL O਍ഀ UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. A MINIMUM OF 2 REPRESENTATIVE H. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD - b TESTS SHALL BE 7AKEiJ FGR EACH FOOTING AND SLAB-QN-GRADE. ARCHITECTURAL DRAWINGS. 0 ~ _ - _ 1111 111=਍ഀ - ~l-:~--~ C3)-#~ CONT. II G. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDI-਍ഀ TIONS MA'( HE fNSPECTE6 RR10R TO PLACEMENT OF ANY FILL OR CONCRETE. ~ - t - _ ~ ~J਍ഀ RET : _I11~ 2E: PLAN .1~1 4. CONC E਍ഀ - A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I PORTLAND " '਍ഀ CEMENT, STONE AGGREGATE AND SHALT. DEVELOP 3000 P51 COMPRESSIVE FLOOR਍ഀ STRENGTH IN 28 DAYS. IF CONCRETE SUPPLIER PROPOSES USE OF FLYASN HE Jv15T5 SHALL PROVIDE OWNER WITH LETTER INDICATING 0057 REDUCTION਍ഀ AT TIME OF BID. a ~ x a. Tk਍ഀ B. CONTRACTOR MAY POUR SLABS-ON-GRADE CONTINUOUS AND SAWCUT JOINTS. ~ - ~ LJ/ 1/2° ~v਍ഀ JOINTS SHALL BE SPACED f 2 FEET AND SAWCUT t" DEEP X 918" WIDE WITHIN AT 2'-0< 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT THROUGH JOINT.਍ഀ C. SLABS. FOOTINGS AND WALLS SHALL NOT HAVE JOINTS !N਍ഀ LJOOD COL-UMN.___.._.-_ _ - A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE A7 THIRD਍ഀ TI AL BULKHEADS AND HORIZONTAL SHEAR KEYS L.!/ 51MP~~0N PC POINT OF SPAN WITH VER G ~ UNLESS OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS COLUMN CAP AT TOP _਍ഀ REVIEWED BY THE ENGINEER. TIE i਍ഀ W RK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH SIMP~0N C~--~ D. ALL CONCRETE O r XPOSED COLUMN ~A~E ~l਍ഀ ACI BUILDING CQDE 318 LATEST EDIT9QN. UNLESS NOTED OTHERWISE ALL E W RK L / H V i 2 INCH CHAMFER. USE STANDARD HOOKS HA A E _ EDGES OF CONCRETE 0 5 L I਍ഀ ~ fC ON DOWELS UNLESS OTHERWISE NOTED. ~ - = , _਍ഀ 5. REINFORCEMENT: ; ~਍ഀ 111 A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BAPS CONFORMING TO ~ ~ ~਍ഀ ASTM GRADE 615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH =111 '਍ഀ SHALL BE DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40. TIF_ A,T 1Ga° /਍ഀ F R TO ASTM A185 AND SHALL BE LAPPED ~ P AN B. WELDED WIRE FABRIC SHALL CON 0 M _ (ZE L AT SIDE AND END SPLICES AND WIRED TOGETHER. ONE FULL MESH - - iG" ~ ~`l1.ASTE.K਍ഀ I਍ഀ G. REINFORCEMENT PROTECTION: t. CONCRETE POURED AGAINST EARTH 3"਍ഀ 2. CONCRETE POURED IN FORMS EXPOSED TO WEATHER OR EARTH) 2" - 111= 3. COLUMNS AND BEAMS (TIE BARS) t -1 /2" (4)-#4 X਍ഀ 4. SLABS AND WALLS (NO'f EXPOSED TO WEATHER) 3/~" ~ f ~ ,l ~਍ഀ D. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR _ ~਍ഀ AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, q" _ ~ ~ - i FL0012 51 SHALL BE A MINIMUM OF 3& BAR DIAMETERS UNLESS OTHERWISE NOTED. MAKE 1111 • 111਍ഀ I ALL BARS CONTINUOUS AROUND CORNERS. ' Pa - . I' _਍ഀ - - " T KNESS WITH 2'-C PROJECTION AROUND ALL E. PLACE TWO ~5 (PER 8 H1C ) I _111 1111 .=III I਍ഀ OPENINGS IN CQrlCRETE WALLS, SLABS, AhiD BEAMS. ALSO PROVIDE TWO N. i਍ഀ X 4'-0 DIAGONALLY AT EACH CORNER. { 2E: PLAN ~_>2EINF0(~GEMENT 5 ~E: PLAN i਍ഀ F. CONTINUOUS TOP AND BOTTOM BARS iN WALLS AND BEAMS SHALL Bt ~ SPLICED AS FOLLOWS: TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS. I ~ L਍ഀ c _ - . ~ 1 P R iNFORCiNG AT POST ,1C FLOOR਍ഀ PROVIDE ALL ACCESSORIES NECESSARY T~ SUP ORT E T10N5 SHOWN ON THE PLANS. ALL REINFORCEMENT TO BE HEt.O SECURELY (2)-#~ I ' JOISTS਍ഀ !N PROPER POSITION IN ACCORDANCE WITH ACI 318-?7. ~ ~ - ~ - L~+ x 4 x I/~ x III ~f~" - i'-C਍ഀ rJr 5 i 2X8. TI 6. STRUCTURAL STEEL: GO ~HJChJ WITH 3'4° P X _ ~ 11i` LJ/ I/2" ~ i਍ഀ A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATIONS A36 EXCEPT 5` EXP. A AT 4'-Q ~ '਍ഀ ' A T I~ PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO 4-. ASTM A500, GRADt B, i_ATEST EDITIONS ANCHOR NQLTS SHALL BE A307 STEEL AND਍ഀ MISCELLANEOUS EMBEDDED ITEMS SHALL 8E A36 STEEL. TREATED LI=pGEIZ Rl~:--~-~, ~ ~2)਍ഀ i ' >ECTIOt~I I2/~ ~ \ ~ #S AT 1~ B. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE i, .਍ഀ c "M NUAL. OF STEEL CONSTRUCTION. WITH LATEST PROVISION., OF RISC A ~ _ _਍ഀ N TI NS L4 X 4 X 1/4 X C. UNLESS 071-IERWISE NOTED, USE STANDARD FRAME BEAM SHEAR GON EC 0 ,਍ഀ VA NT. SELECT CONNECTION AT EACH i~ C0NTNU0U5 WITH STEEL BOLTS OR WELDED EOUI LE SPLICE TO SUPPORT &0% THE TOTAL UNIFORM LOAD CAPACITY FOR EACH GiVEPJ E ' ' ~ ~ ~ffN ~/4" ~ X 2 KB਍ഀ N- iPOSITE MEMBERS. ~ S" EXP. A. A,T 4--Q BEAM AND SPAN FOR NO COti i ' F ,਍ഀ " NTINUOUS ~ RE: SECTION i~/55 1._7 MATC-H V D. MINIMUM WELDS TO BE AlSC AND/UR AWS 8UT NOT LE~S THAN 3/t 6 CO f ~ T I POR l-lAll D6'1EN`,I0NS਍ഀ FILLET UNLESS OTHERWI_,E NO ED. , • ANO REIt.lFQ2GNG i8"਍ഀ N W LNG { ~ ~_-DECK J0K~T5 E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICA ELD Y TAND.ARD OUALIFICATION5 TE57S AS DETAILED IN AWS Dt.t. ~ I G ~ ~OCIET S ~ __---t F਍ഀ i t~CK J0r5T5 ~ ~ ~ ` F. THE TERMINOLOGY "CONTINUOUS" MEANS QUANTITY. PROVIDE THE NECESSARY I਍ഀ JOINT DETAILS TO ALLOW FOR BUILDING MOVEMENTS. COORDINATE LOCATIONS I =111 -1਍ഀ WITH ARCHITECTURAL CGNTRGL AND EXPANSION JOINTS. ~ '਍ഀ 111 LNG ON MASQNRY WHERE ANCHOR BOLTS ~,I G. PROVIDE ANCHORS FOR BEAMS GEAR਍ഀ ARE NOT SPECIFIED. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR NAILER ~ A ~ ~ ` L-4 X 4 X 1/4 X HOLES, SPECIAL DETAILS AND MISCELi_ANEOUS STEEL. _਍ഀ 'w'fTH 3/4°Q X 5਍ഀ N. PROVIDE TEMPORARY' BRACING AND PRECAUTIONS NECESSARY TO WITHSTAND 1 ~ ® I EXYANSICN AtJCHCR ALL CONSTRUCTION AND/OR WIND LOADS UNTIL ALL. FIELD CONNECTIONS ARE ~਍ഀ r in - K ARE IN PLACE. -----__.TR>~ATED GX& COMPLETED AN„ SHEAR WALLS OR DEC S ' ' ~ ~ I ---y I LEDGER ° ~ ~ ~ ~ ~ Wri"H 3/4 ~ X 7"਍ഀ 7. WQc,D. ~ . -__t.__ EXPAN`~ION ANC9~ I - - _਍ഀ A AT 4'-0° A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY I I ' .J 1਍ഀ NIF RM BUILDING ~ - K ,JOI:TS ~ RMIN TO U 0 DEC 7 N CONFO G ~ NIESTERN WOOD PRODUCTS AS50[,IA ION A D CODE AS FOLLOWS: ~ ~ 1 , ~ ~ ~ I ~ -਍ഀ 2" THICK 4" WIDE STUD fb = 800 psi ~ ~p,~ ~ GRAt1 ~ ~਍ഀ THICK - 6" & WIDER NO- 2 fb 1250 psi ~ - ~ ` u] IUITH 1/2" , L ( ~਍ഀ 3" THICK - 6" & WIDER N0. 1 fb = 1350 psi ~ I _ i I~CL.ATION JCiNT ~ " NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR FlONREPETiT!VE USES PRIOR TO ; t SHIM ~ G਍ഀ -__~_P ALLOWABLE STRESS INCREASES. ~਍ഀ PROVIDE i X 4 GRGSS BRIDG1PiG NOT OVER 8' ON CENTER FOR ALl WOOD JOISTS AND 2X N0.1-E`~. ~ " I਍ഀ SOLID BLOCKING BETWEEPJ JOISTS AT ALL SUPPORTS. FASTEN ALL WOOD MEMBERS I ° CONCRE, WITH COMMOfJ tdAILS ACCORDING TO THE UBC SCHEDULE UNLESS OTHERWISE NOTED. 1. C2E°JA2 G~'ADE Cv0 ° o~ OOOO ON-GRAL਍ഀ 2. C0NC2ETE FC = X000 ~___G GRAVE i C. LAMINATED BEAMS +~I~~਍ഀ SOIL. E~EAR.ING 1200F''aP ' P.E.: PLA"J 1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT t 2 AcTIVE Pk:E~~l1FcE Pc~ ~ ~ I -1)i਍ഀ PERCENT MOISTURE CONTEhlT IN ACCORDANCE WITH WCLIB. ALL SIZES SHOWN ARE NET,਍ഀ 2. LAMINATED lAEMSER SHALL B£ DETAILED AND FABRICATED ih~l ACCORDANCE WITH THE ~ F G H STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATIOtJ OF STRUCTURAL HEIGHT A i?' G D E Z i਍ഀ GLUE LAMINATED TIMBER. LATEST EDITION AS PUBLISHED BY AITC. S A C ~ -਍ഀ 3. PROVIDE UN1T5 CONFORMING Tv A~T~ i 17, 2<FVB, D.F. FOR CONTINUOUS „ ~ _ # " # ®1 " #5 ~ 24° - 2'-0 ! -8 8 2 10 #ra t► 1~ 5 ®18 5 8 rt . MEMBERS AND CANTILEVERS AND 24FV3 FOR SIMPLE SUPPORT MEMBERS. ~ 1 d ~ _ _਍ഀ oc MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE ° Gt.EARLY STAMPED ON EACH MEMBER. U਍ഀ ~'-0° 2'-4 8 3 ' H I _਍ഀ p. PLYWQOD DECK; .AND/OR WAFERBQARD ° ~ 'I 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION 8" ~~-2~+ 12" #G ~ q" ®18 ~ 9° ®8"਍ഀ SHALL BE IN ACCORDANCE WITH RECOiiMENDATIONS OF THE AMERICAN <n""d Sj,_ ' FLY'T'OOC ASSOCIATION. ~ '਍ഀ 2 EACH PANEL SHALL BE fDENTiFIED WITH THE GRADE-TRADEMARK OF a'_n" d'_a" ~n /_'_c," s( ~ r';,° #G 0 to" #fo 0€ tn" 1 . ~ ~ 1਍ഀ THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEE1 IHL KLUUIKLMtwi>਍ഀ OF U.S. PRODUCTS STANDARD PSI. LATEST EDITION FOR PLYWOOD. ALL PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO 4 KeYW਍ഀ THE WEATHER SHALL BE OF THE EXTERIOR TYPE. 10° G' ~ # 18° s~8 ®lo #6 4~ 3. FOR FLOORING USE 3/4" T&G STURD-1-FLOOR SHEATHING NAILED AT 4" O.C.਍ഀ ALONG PANEL EDGES AND AT 10" ALONG INTERMEDIATE SUPPORTS.਍ഀ 4. FOR ROOF USE 3/4" (48/24 SPAN RATING) EXPOSURE I SHEATHING NAILED AT 4" O.C. ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS.਍ഀ 0 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I SHEATHING "r NAILED AT 6" O.C. ALONG PANEL EDGES. 3/4° = P-0 2>/4" V-0਍ഀ 6. DIAPHRAGM SHEATHING SHALL BE THE THICKNESS SHOWN ON PLANS WITH THE FACE਍ഀ o~ GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS. TONGUE AND਍ഀ m~ GROOVE PANELS OR SOLID WOOD BLOCKING BETWEEN SUPPORTS. q.-z਍ഀ ~4b w.-d਍ഀ FLOOR SHEATHING ~LOGKING FL ODR ~NEATHING਍ഀ ,__.---ROOF `aWEATNIPJG 11~~<' I ~਍ഀ FLODR JOISTS--- - l-JDUO GQLUMN V.L. P EAM RE: FLAN / j-~-EL-002 JOIST~~, ~਍ഀ - KI RE: PLAN ~ ~ IN I,JALL STEEL ~ BLOC NG SECTION ~~"T"EFL C'a~AM 2E: i' '਍ഀ --FJ.OOR਍ഀ ~ SHEATHING਍ഀ t2DOP JOIST RE: _ -.___l t PLAPJ ~JITN SiMPSG7N - - ~਍ഀ i i~ HANGERS / ~਍ഀ i ~ ' i਍ഀ i਍ഀ ~ ~ ` u. - J ~਍ഀ ! ~ ~ ~਍ഀ ~ ~ ~ i 2X12 _ i ~਍ഀ j EA`~CIA i i I਍ഀ r਍ഀ 1 KOD~ JDIST`~ WITH ~ 2 -2Xi2 BEAi~1 i U NANGER.S AT਍ഀ C EACH END RO OIS-r-_ __..J ~ STEEL_ BEAM STEEL 6EAP~1 P, E: PLAtJ ~ J਍ഀ BLOCK 1.1E65 50L~ RE: PLAN L11TN 2X I,JrCN B>rVELED TOP PLATE Wt1 W WOOD A1.~J ~ T P P T 'ITN W!TN i/2 ~ BOLtS AT 2'_p i/2" ~ BC7LT5 AT 2'-0 EXTERIOR. `:,,-rup._..__~____._ . I O,m LA TS AT ?_'-G਍ഀ / BOL i.JALL਍ഀ - TUBE ST਍ഀ U RE: PLAT਍ഀ r-~- 1 ~਍ഀ I਍ഀ COtJC.IZETE STAIf~ _਍ഀ UR LAtJOtNG ~਍ഀ I ~,...fi..,਍ഀ ~I , A..~....~਍ഀ ~r -a~-___----- ~DD~ SWEArWIN~ _ ~ ,਍ഀ CO~'JT&JUC~JS RDOP JOIST _ , _ S~~UL I,J~ p~ I ~ RE: PLAN FLOOR ~~NEATNWC, ~ L~_ s~5 X 1'-0" X ~਍ഀ _ , ~ \i BLDCKIN~~-------.~ ~ -਍ഀ -#5 AT I'-a" I ~ . ~ ; ~ ~-F~L,.~oR JOIST਍ഀ i ~ ~ / RE: PLAN ~ ~਍ഀ - HORIZONTAL @- BLOCKING------ ; / ~ ,-~J VERTK~L਍ഀ .r- _ Gi ~ a ~ T D ~਍ഀ _ u„ I S U W਍ഀ ~ ~਍ഀ ~i LEGS ALTERNAI"E਍ഀ i j i' , I ;਍ഀ 2X4 KEYWAY ~਍ഀ `;',~~,~1 ~ ___--__2 X ~ STUB WAIL ~ ~ E,਍ഀ 4; ; I i , t, ~਍ഀ - (~)-~5 b`.L. BEAM - _ - _ ! ~ i਍ഀ G, ~ r I CON1" ~JUC~i 1. I ~ l I l਍ഀ ~ 1 ~਍ഀ I i਍ഀ ~oNCR~r~ STAIR OtJ ~~L " "਍ഀ ਍ഀ ~5 AT r~0" _ + EACH ~Y ~ _ -਍ഀ _ y ,m~ _਍ഀ . NO? E: AT SIr~LAR SECTION JG~STS ON ONE 5k?E Ott 'Y਍ഀ - k.~.~DE SF9EA1"NIPJG AND EXTERIOR STUD WALL _ - - t਍ഀ _ ROOT JD(ST RE: ABOVE EXTE12VJ i PLAN WITH SIMPSON - Ei_.DOR ~ i,JALL L.l਍ഀ ' ' - i - 11 a NArJGERS ~ SNEATNIr _ ~ aNEATWiNG ~ ~਍ഀ ~ , F -਍ഀ Ii - _ ~ ill ~ - ' i i 2 ~5 - _ - % _I(I ~ - - -਍ഀ I ~ ~ I ll~- cO~rrtN~~~JS ~ _ ~ ~ ~ t ~ ~i'; ~ ~LOCKir, , i - II I -਍ഀ y; _ ~ _ . AT r-o~ x ~ ~5', , - _ 3 ,਍ഀ { y ,I- ~ I ~ r~ ai i਍ഀ ~ i ~ - - _ sty AT 2'-~" j਍ഀ NO12I"!_Ot~lTA~. I u਍ഀ _ , - --'=LOOK J<>I5T1 , i ~ RE: PLAN਍ഀ i - ~.L. BEAN" _ , I਍ഀ V.L. BEAP°1 W/ ~ ~ ~ ; BOi_ 1 ~ R.E.: F'hAN਍ഀ _ _ -(z~-#5਍ഀ = ~ CONTINI.kx)`: _਍ഀ ~I~~~j~਍ഀ I I~ i਍ഀ ~ J਍ഀ _..------?_X TREATED I'i.ATE਍ഀ GONT~iUDI)S WITH{ ~ ~ ` - # i 112,°m x a° ANCHOR 1਍ഀ (L)- 5 _ GOk~!(~1l~O:JS DOLTS AT L'-C1`਍ഀ °___.._-r~t~00R JOi`7T ITN Co C OtJCRETE ST A'~ `਍ഀ ~ BLOCK~IG ` r ~ ROOF `~NE.ATNING (ZOOF SWEATHING- a -n- , OR LA ~ G਍ഀ - ~ R.oOF JOIST ~ ROOF JC>iST- - _ x WDO਍ഀ , RED PLAN ~ RE: !"~..AN I I $਍ഀ ~ ;1 ~ E~LOGKIPJG- ~ BLOCKING-- ~਍ഀ ਍ഀ . " 1਍ഀ 1 [ _ .਍ഀ say X 1'-G" X E਍ഀ LEDCaER W K ~/4"~' ~ X 5" Et~Dr~tJT G. ~ /਍ഀ AT 1'-t~" EXPr~N`~ICNJ .ANCHOR ~ C i ~ A7 2'-0° ~ I਍ഀ ਍ഀ ~ _ >______.____R~~~OE~NT RE: SECTION 4/55 ~ }਍ഀ DECK. JC RE: PLA,t਍ഀ SIMPSGN , F II, II TI If਍ഀ IVI'F II.I rlF IVI'lll... 1 rI M1.IJ J("I f I IVl.r7 V TOP .PL-AT L- WITH਍ഀ S rEF-L F'5EAM "ITH ~r 112" i~P P)OL.T5 AT 2'--C'਍ഀ r3EVEl_F-D TOP PLATE (f 1~2 MIN,) "ITH 112 d> 60LT~ AT 2 --0„ y~FCCSSerq~+਍ഀ k r_਍ഀ h x v T I KS਍ഀ h਍ഀ 7 ON਍ഀ M p, ~l਍ഀ W~਍ഀ ਍ഀ k g਍ഀ ਍ഀ a਍ഀ 3 rt਍ഀ ~ c c਍ഀ _਍ഀ ' I b~ _ _ i - ~ i _~_1 ~I i i਍ഀ ~ ~ ~ I i i j r਍ഀ t i ~ r, 4 ~ ~ ` i' ~ ! r਍ഀ ~ / ~ ~~w.~,__.~ _v__. ,,.i ~ ~ _਍ഀ Ao ~ V Y ~ i R 1 { l_ ~਍ഀ 3 . ~ i . ~r~.~਍ഀ ਍ഀ ਍ഀ , to ~ ~ ~ ~ ~ ~਍ഀ r + ~ ~ ~ . ~ _ ~ ~ r਍ഀ ~,7 f I਍ഀ ~ ~ ~ j ' ~ s਍ഀ ~ ~ ~ i f ~ i / ~ ' ~ a i~ ~ ~ ~ ~ i i - _ l-਍ഀ e .਍ഀ ~ / i ~ ! ~ /਍ഀ F ~ ~ r ~ ~ ~ _ i F d , , _ . _ _ i Y ~ 7 ~਍ഀ g ' ._~.._._.,.,___~.._.~.......a._..._..~_....~.._.......,, __..._...b...:._.._~..,._.......4..._.._.v~..~.,._ i,਍ഀ z਍ഀ 1 ~.f~, ,i i ~਍ഀ x 1 ~ ~ w ~ a ~ - ~ ~ ~ I ~ ~ I [਍ഀ ~ q , ~ ~ , ! r r ~ ,਍ഀ , a j . i ~ i;਍ഀ ~ a ~ , i ~ ~ ~-i"~ ~ e i਍ഀ A , ,਍ഀ i ~ ~ I ~ ~ ~ ~ , , , ~ ~ i਍ഀ E ~ - s ~ ~਍ഀ . _ _ . _ _......~_.r_._._ . , ~ ?਍ഀ << ~ ~਍ഀ i ~ ~rv ` ' i਍ഀ i t ~ ~ ~ i ~ . I਍ഀ - - -r _ ~ _ - - - _ _ _ .਍ഀ i r ~ ~ ~ , i , .,7 / rTr~° i - r77 l~ 7`~ ~ _ y/..T71 J7 . r - -r~ - - - ~ . ~,r%~~,~~~1_1~.~'~~ %~rl ~ ~~~~1,~ rah/'1.1.x, ~.,I1~1'lt~L/!TJfL.r.~.._?਍ഀ A ~ t }਍ഀ ~ j 1 {਍ഀ ~ ~ ~ i ~ ~ _ c , ~ ~ ~ 3 '਍ഀ t , i਍ഀ ~ 1 , i f r ~ j ~ I i ! ' . ; ~ f x y y~਍ഀ ~ i ~਍ഀ ~ - ~ .਍ഀ ~ 1 i ~'t ~ ~ . ~ ' r ` ! i - .਍ഀ i i k਍ഀ ~ ~ x ~t I i ~ ~ _ r ~ i ~ r਍ഀ - , ~ a.f-~ ~ ~ ~ r. ~ c. ,਍ഀ j ~ 1 ~ ~ ~ I d a ! c, i ,਍ഀ ~ ~਍ഀ 1 ~ , e ~਍ഀ r ~ 1_਍ഀ - ~ _ ( ~ d i਍ഀ ` i i਍ഀ ~ ~ ;i਍ഀ ~ , . _ ~ t 6 ~ - 1 . ~ i ~ . _ rw~.~ _ . _਍ഀ s ( t t t 1 ~ o t,਍ഀ ~ ~ ~ ~ i . _ _ , E ~਍ഀ i ~ ~ _ t ~ ~਍ഀ ~ .y i r: ~ ,਍ഀ ~ i - - - ~ :n ~ _ r._ } ~ _ . `f ' i F i~ ~਍ഀ ~ ~਍ഀ ~ t ? ~ r'~f` t ~ ~~,wn,m_w~ _ ~ ~ ~ ~ ~ r r,u਍ഀ - ~ ~ ' i ' , r. i ` r i ~_F' ~ ,਍ഀ t ~ i J ~ ~ ~ I ~ f'~. i~, " i t t i +i z7 'c ~\f L li+਍ഀ 1 7 _ i ~ ~ J~ I. ~ i i I f / ~ - ~਍ഀ ~ t~" l > ~ F_~~ 1 i sir.; ~ I l 1 i' z ~ ~ .਍ഀ g - ~ ( ~ i ,~.a. 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I - ,n e' ~ r~.~~.-:~ ..~s~ ~ r>~~r=i' ~a' ~ t~'i.f~~=~c~ ~,Ua~ t e t~?l ~ ~t; ~ r ,i~ ;::r,r ~ 3 ~ a਍ഀ A਍ഀ t ~਍ഀ ,n I g I I਍ഀ r਍ഀ 1<^ s਍ഀ x਍ഀ ~ !;,~'(~ERAL N,~ i:`; E Ff~EFkG 1 .D WOC)D t~iEMEEW~, ~>NA~C ~E. if-1E I T"C NU'EG <~N T`(E C>hA~nl,~.:;5਍ഀ Ai,'iJ 'aHAI L E{E- A,5 }~A'dJFA%TUPE't) ELY yOISE C'A~i AUE਍ഀ i. ii~E 1_OA;~~ ')~r:J rv ,:~5'.r?; ~ t ~r_ tvA `r ~.}iALt. BE RE"LIEW~C BY THc ENt,INkl k WE6 rLOCKiNC A,1;) ~ ~ - BR~.1"+Nt~ r,J F3E AS REOUiE?EC~ 2r' THE ,,0! T Pvir'~M~t A~ i UPE??. `7ri lr'~t~~; NCJ2 - fi"°°~'"""""਍ഀ _ t'k(~'~,1C;F (,kjr~..iNG 'ER ±dA~dJ ACTU~.ER`5 Rt~OM!,?ENRAr~UNS UNL 'c !8" E~IA, S" CJO00 ~C~LUf`1PJ F ~ ~ 71HErN~,E਍ഀ R rr~;.r r (','~6' r=_. N~;TE.;'r (.N ~;Rt,~CTLt=A}_ Dii~WFRI~S RNU'%v: T~l`',~ ~ `'HALE F C 1;. Tf~ E'r~~ ~)(F'. ANA HCrF' ~.~~lU ~ - UJ/ SfNIF".~~PJ ~'C_. ~ i,_A(_ ,{_.,t,. 4u ,f ~ _EJ ~ ~ _E JEJthE~ ~ t I~,. ~ r ,਍ഀ ~ ~ > _xr. ~~7 E. EXTEBIO}' 'bF ;:K i & f±qi ~:C)wlE eft? [~~~E L..AG~-~Ol.l਍ഀ SS E ,+,t PF l~dEP ~ ?R I ~ ~ ! 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T.O.W. ~ T 8 ~ , 8433,_0„ ~C II 1 2„ 1 in ~ ,਍ഀ ~ s Qr ~ ~ 6਍ഀ \ . x 1 ~ ~਍ഀ / - 1.. ~ { 9 ~ ('i ~ I,਍ഀ HANDRAIL 1~ i਍ഀ T ~ P~cAL , i i) ' i਍ഀ I, , ! j xxf 4 XX xX I XX਍ഀ \ _ ` 3 - b'HT GUARDRAIL ~ ~਍ഀ c _ ~ ~ I i PIN FL EL `J r ~ ALAN E_~਍ഀ ~ l-. cll i ~ g42G 10' - ' ROOF OVERHANG i in਍ഀ L _਍ഀ DECK਍ഀ ~ xx xx i ~ ~ /਍ഀ i ;਍ഀ I }਍ഀ ~ (xx?_਍ഀ ~ ~ ~ i j (xx ~xx rxx~ ~ ~xx,਍ഀ ਍ഀ v I (V \ PIN FL ELEV ~ , tl਍ഀ i ~ ~ i - €਍ഀ 8429'-10" ui i ck ~ ~ ___.T਍ഀ - - I 1 I਍ഀ :n ~ i~ ! J ~ r਍ഀ n ~XX ~ r XX y I਍ഀ GAS 1 ~ ~ ~ ~ FIREPLEA[~E਍ഀ ~ a A XX਍ഀ 1 ~ TILE HEARTI-} 1 ~ i ~ ~ ( ~r EXTENEION i HANDR,41L AT _਍ഀ ~ ~ 3G' HT "CY? ~਍ഀ t I ~ ~ i r -਍ഀ oI (xx~਍ഀ i ~ ~ ~ ~ - _M.~. - ~ - - r 6 ~ I it i I ( -਍ഀ I f ~ i਍ഀ GAF r ~਍ഀ ' FIR. PLACE , f { ( ~ PIN F2 CLEV i I _ - I ~ ~ 842.G' p°਍ഀ M,~,STE~'਍ഀ - i ~~D~OOM _ C _ _ _ TIC-E ~ ~਍ഀ ~f - ~ HEARTH I - ~ EX . ENSION਍ഀ i i XX i ~ I {਍ഀ ' ' I i ) ?ef਍ഀ I I a ~ FIN F~ E EV ' ~ r ~ ~ 842 - O"਍ഀ [ ~ ~ L.E਍ഀ - - SHELVES/WALL 3G" HT XX~ ~ rri n tv SHELV{~S/WALL ~ SH~tVES -਍ഀ I I i~ ~ ~ ~ ~਍ഀ ` ~ ~ 'f~ I ~ i JF- ---~-L--------i਍ഀ 5 O ' ❑ ) ~ i 1,(}~ ' U P _਍ഀ i I in ~ <r - ~ i I ' o ~ , , ~ i,਍ഀ e I, 2 4'~ 0 1/9" t 3' 6 3, 9' ` 4' -0" q'-0° ; 3~_q V2. ~f_q„ ~ 6" ~ 3' I(" G'- ~ 5 i/2" i ~ 3 I/2" ~ i਍ഀ o i _ _ , e-_ _ _ f _ _ _ x , . _ , ~ _ _ ~ yr j i ~ ~ ~ F1N FL ELEV r ~ }਍ഀ UP UN 8426 O" ~ i CN਍ഀ 1 I I 1 ~ . ~ ~ ~ i l~਍ഀ ~I_ I ~ _ ' 10 ~ i b ~ ~਍ഀ i ~ -r- ~ - F~--~~. r ~ ~਍ഀ F' r- x x) ~ r i ~ ~I X X~ ~ o਍ഀ . I ~ ~ tn~N vl i i 2 RkS 2 6S- Q~ - - CENTER i r ~ _l ~j~~ F,h FL ELEV -਍ഀ ~ ~ i ~ ~ F~- T ~7 - ~ DOOR ON ~ 84 - in ca r" ! LANDING ~ I - --I O._਍ഀ n ~ ~ I r ~I ' - ~ ~਍ഀ ~ ~ MASTED ~ - - ~ ~i QQ l ~ ~ ~਍ഀ CLOS~T XX FIN FL ELEV ~ c+ ~ - I XX 8430'-O" ~ ~ - ~ ~਍ഀ a>._. ' r ,y - _ i਍ഀ _ - ~ F1N FL ELEV ~ XX 1਍ഀ 1 8424'-G' ~ j -਍ഀ I - I ~ x ~ o Res (V i X~ 1 A ~਍ഀ ' J ~ I-IANDR IL AT 3G"HT i ~xX J _ - I__t...i_._ f TYP. AL S ~ AIRS V C X X l ;l ~ m i f ( i਍ഀ I i ~ I W i ' ~ I ,li i ~਍ഀ ~ z _ _ _ . I ~ O ~.J D E ~ 5 V2" 1'-II V2" 4' l I/2,. ~ 9' I~~ ~ ~ ~਍ഀ I _ 7 _ ~ _ ~ GL ELEV ~~~..-L_O5E1 I s Ii2° ~ ~ FIN਍ഀ M q _ ~ , ~ I I ri ~ T ~ ~ y ~ ~ GUARDRAIL 8424 /2 --t ~ - -GUARDRAIL - -਍ഀ T AT 36"HT i AT 3G''HT, B ,4 H i ~ N i਍ഀ I ; _ - I ~ ( C i xx ,J਍ഀ ~ ~ ~ ~ I ~r of WINDOUJ਍ഀ ~ o a ! ro AND W.C. i l ~ j਍ഀ ~ ~f7 I in ~ ~ f ~ ' _਍ഀ - ~ _ - i f ~ I,I. ~ _ _ _ - - - - - - - - ~ - A. 8਍ഀ ~ ~iNEN / ~ ~ ; ~ I -~~r XX h ABOVE' t XX ~ I II ~ XX਍ഀ ._i i -._..tn__.y.__.-...-- U' ~ '਍ഀ i i ! I- ~ ~ 4 - - - ~਍ഀ i i I i i '਍ഀ ❑1 ❑ _ _਍ഀ I I I ; ~I਍ഀ j i FIN Fl_ ELEV I r ~ ~ - - - i I 8419'-10 I%4" i j !਍ഀ 4 ( ~ ~ ~ a" 3'-6" 3'-6" i 2'-0" - ~਍ഀ A `l i y ~ _ -,f _ _,r } I਍ഀ , ~'~0„ ; i IO" ~ a° ~ 1 I V4° s 3 a 3/~ G਍ഀ 8' P' 6'-6" ~ _ 3 -3" 3'-il 3/9" 13 -0 V , 4 -0" 4 0" r. _ _ _ y . _ ~ _ _ ~ ,k__ _ _ _ _ _ _ ,f. _ _ _ _ _਍ഀ ' ! ! ,਍ഀ Mir-- i , , i਍ഀ _ x..__ _x_ _ _ ~ . _ _ _਍ഀ --3 ~ A8 J ia~-o"਍ഀ i਍ഀ ~ b.._.਍ഀ ;਍ഀ cc ~ v r~u , _ ~ c i਍ഀ :7rP i - J' cn''. ~ r ~਍ഀ ਍ഀ S਍ഀ I਍ഀ ~ ~ r w~t~f~~_~., ~ ~0਍ഀ r ~ ~਍ഀ , ~~l ~ E;਍ഀ ਍ഀ F: JIC~,਍ഀ _ _ ;਍ഀ ~ 1' , _਍ഀ ਍ഀ ,਍ഀ ਍ഀ ~ t, i ~ f ~ ; ; ~ 1, ~ ~ ~V ,9 C.,਍ഀ t ti 7 U i਍ഀ X11 ~਍ഀ 1 a'' ~ I ~ ~S ~4 1 ~ ~਍ഀ E ~ ~ 1਍ഀ 's V ' } ~ ~਍ഀ w ~ ~_,x_ ; r~ ~ y਍ഀ ` ~,.;Ft~ ; ~rF~,~f I ~ 1 \ - ~1 - _ _ i਍ഀ Ar~,f ,i~'= t .r ~r;:'~r E iF~: ~ ~ ~w:lh' P\rtJaN nrAl i ! ~ i ~ ~ ~ (r E vNE'਍ഀ ~ 1 ~ ~ ~ ~ i਍ഀ a ~ ~ ~ ~਍ഀ ~ ~਍ഀ 1 s਍ഀ ~ ~ C' j } ~ , ,਍ഀ ~ ~ ~ 1 ~ ~ ~਍ഀ C~ ~ ~ ~ ~ +਍ഀ ~ ~ v4 ~ S.S4_9 F gyres ~ ~ A਍ഀ ?1N[ )R~~rc- ~ lS ~ -਍ഀ i t ~ ~਍ഀ ~t i ~ ~ ~ ~ '~t 1਍ഀ i ~ 1 {਍ഀ ~ 1 ~ ~ t਍ഀ ~ ~ 1 ~ V ~ ~ 1 S ~ ~ ~ ~ ~ ~ t ~ ~ ~ t _ I਍ഀ ~ I ~ ~ ~ ~ ~ +਍ഀ i ~ t 4 ~ ~ ~ A ~ ~ ~ ~਍ഀ ~ ~ s ~ ~ ~ ~ 2਍ഀ / ~ ~ ~ 9 ~ yi y ~ 9਍ഀ I ` /~S 1 i , ;C ~ c~ ~ ~ ~ 's 1 ~ n 1਍ഀ Tom. I J i L ~ nE` 1('~ ~ - P t਍ഀ o ~ r J ~ f ~ G !਍ഀ fi ~ t ~~i / l i 1 1, ~ ~ ~ ~~~1 i਍ഀ ~ 1 ~ 1 i i ~ ~਍ഀ r ~ ,T ; ~ t ~ ~ y~P`` , ~,.~~~~~E ~ ~ ,਍ഀ ਍ഀ r ~ ~ fi ~ I i > > i I / 1 ~ ~ .਍ഀ f / ~ I਍ഀ 1 t t ~ 1 i '਍ഀ f f਍ഀ ~ 9 Gv ~N ~਍ഀ r,਍ഀ }i i :4~ ~਍ഀ ~ ~਍ഀ ~ Y, U . ~ I~਍ഀ s G 5 'CFC, arC, !r,,.<q਍ഀ COLD ROOF V~N7਍ഀ RIDGE AT਍ഀ 8950' Gi'਍ഀ - T -਍ഀ ~ _ il'-O" HEAD HT਍ഀ I l਍ഀ 1 r਍ഀ ~ PLATE HT 1- ~਍ഀ e99a~-3 - ; ~ ~਍ഀ ~ ~ 1 ~਍ഀ ~ _ _ ~ _਍ഀ ਍ഀ ll, ~~~~HT II਍ഀ I, , ~ ~ . ( _਍ഀ i~~ .਍ഀ I਍ഀ , i਍ഀ ~ ~ ~ ~ G C' HEAD - ~s=IGHT-਍ഀ PIN PL ELEV ~ ~ , . t਍ഀ 8430• _ r` \ ,਍ഀ 1,਍ഀ 1 - ~ r y ~ ,਍ഀ - - - - - - 1 I~ 1਍ഀ i , , ~ i਍ഀ SIN ~ ~ ~ = L--਍ഀ I਍ഀ i ~ ~਍ഀ . FIN F± ELEV - _ _ - _ _ _ ,.4~ .w-.~~਍ഀ 8922'--I 3/8"਍ഀ PIN PL ELEV ~ _ ~_--J ~ _ ~ 8921਍ഀ -_)r-~਍ഀ _ _ ~ - r--~਍ഀ _਍ഀ J`-__਍ഀ I਍ഀ ਍ഀ I਍ഀ __f ~ y਍ഀ _ ~ II J~ E਍ഀ s਍ഀ . ._`l਍ഀ 1 ~_l l ~ FIN FL ELEV C~~ I - _਍ഀ 89G1'-6"਍ഀ ~ 1 ( -਍ഀ _ ~ II ' ~ ~ -਍ഀ I ~1 _ _ . _~.,.I a _਍ഀ - - _ _ _ _ - _ _ 1 j ' ~਍ഀ 1 1- _ _L i T 1 Ir i i _਍ഀ ~ I 1਍ഀ -.~1 _ r਍ഀ ~ ~ ~ =-r . 1._ _ i _i I ~ I਍ഀ r T ~਍ഀ I~ • ~i਍ഀ mss;,, , ~਍ഀ •਍ഀ . , , ~ _ ~ ~਍ഀ _ _ °LATE HT i l i /਍ഀ --j i- l' _਍ഀ _ ~ - _ ~ STUCCO ~ # ~ -਍ഀ { ~ ~ ~ 1਍ഀ . I ~ ~ ' ~ ~ ~ , ~ I~ ~ ~਍ഀ f r ~ ~ ~ i ~਍ഀ I ~ ~ ~ J ~ ~ i .਍ഀ • _ - it਍ഀ ਍ഀ C~ C~OU ,਍ഀ OCR ~O , I,STONE ,਍ഀ VENEER-__._- O - - - - ~ ~ - - - - ,.e.. ,਍ഀ C_ - r _ ~--~.Oo i , C~oC . ,਍ഀ _ _ ~ o~ -਍ഀ l _~o~਍ഀ t਍ഀ •਍ഀ ਍ഀ U਍ഀ SOUT I਍ഀ I਍ഀ -਍ഀ f਍ഀ n_.....,._,......._m.਍ഀ '1,-4"਍ഀ ~ ' 9'-4• j II'-0" II Q਍ഀ ~.M,,,,~...A,....._. _.._......,..,..e.....,.._.m......__~..;;F......._._,..._.,,.., r ~ ,਍ഀ 1 STUCG + I ' ' I਍ഀ I RIDGE AT਍ഀ 8.444" { t° " f ,਍ഀ I , I ,਍ഀ ~ ( ~ 13'-0° HEADC I I HEIGHT ' .਍ഀ RIDGE AT --i-. _ _ _਍ഀ 8943' I - ~ ~ ~ ~ , j r- _਍ഀ ~ I 1r , I !਍ഀ - FIBERGLASS ,਍ഀ i SNAKE ROOFIh,;,'' 1- ~ , i _ _਍ഀ i , ~I , ~ •਍ഀ T-"਍ഀ i ~ ~ _ PL,F~:TE ~iT I I _ _਍ഀ 1 8456' ~ c" _ i ~ ~ I਍ഀ 7 f . ~ _ .਍ഀ -਍ഀ f , " lUOOR PLANTERI f਍ഀ ti਍ഀ ~ ~ I ' I ~਍ഀ ~ -਍ഀ ~ ~ ~ I i I J ~ , _਍ഀ i _਍ഀ ~ ~l~ - ____11਍ഀ i ~ T r- RAISED STUCCO ~ _ - _J - r ' i I I ~ TRIM . ~ ~ ~ P°- I' ~ r~i~i P1N ~I~਍ഀ ~ I I ~ ~ i ~ ~i ~ x FIN FL ELEV i ~ ~ ~ i ~ 8421਍ഀ ~ - " ~ . -1~.~.1__._~___ ~ ~_~__-.L. e 41 c' - - - _ _ _ ~ ; i਍ഀ ~ STUCCO-°-= ~ _ J ~ r= - ---~1 .਍ഀ 1਍ഀ . 1਍ഀ ( A, ~ I I (lam w.਍ഀ I ~ , ~ ~ ~ I ~ LJ਍ഀ U ~ ~ ~ l , ~ ~ _J uC~ '਍ഀ ~ ~ l , ,਍ഀ r A ~ - ~ a ~ ~ ~ •਍ഀ a q~ FIN PL FLFV ~I਍ഀ 8411' - - - 4s_ 841'1਍ഀ ' I਍ഀ - ; _ V਍ഀ ਍ഀ RIDGc AT L਍ഀ I 6450' -G" T ~ -਍ഀ I ~਍ഀ I' `਍ഀ ~ ~ a ~ a_਍ഀ LINE OF GARAGE _-----~"'J~~ RIDGE A1'਍ഀ ~ ~ BELOW GRADE ~ - 844E _ .W਍ഀ FIN FL ELEV - I - - - - - - - - - - - - - - - - - - - - - - - - - _ _ ~ ~਍ഀ 8407' - ~ i _਍ഀ i RIDGE AT ,਍ഀ 8443" ,਍ഀ ~ r In ,਍ഀ -਍ഀ I ~ r਍ഀ ' _ _ - 1. -f- - -਍ഀ ਍ഀ ~ I - U਍ഀ ~ ~ I r਍ഀ I਍ഀ I~ '਍ഀ ~ I਍ഀ WOOD PLANTER ' ,i਍ഀ GUARDRAIL "°I i . I i਍ഀ • ~ i਍ഀ f I਍ഀ 'FIN FL ELEV i v- ~਍ഀ 6415 ~ , I e _਍ഀ - , r~ ~ ,਍ഀ i _ r _ _ ~ ~ ~r਍ഀ -਍ഀ lrhTRY PORCI-i BEYOND਍ഀ ~ ~਍ഀ ~r~~ - i l~ ~਍ഀ -PLATE HT" r ~਍ഀ .mil਍ഀ FiN FL ELEV ,਍ഀ B 41l'਍ഀ RETAINING IUALLk3EYOND~--~_਍ഀ , C_ J਍ഀ ~r'1 r1਍ഀ ~Ur_ I਍ഀ ~ i਍ഀ BELOW GRADE /਍ഀ PIN FL ELEV U I਍ഀ BgOI' ni਍ഀ ਍ഀ 0਍ഀ 0਍ഀ d਍ഀ {਍ഀ c~਍ഀ H਍ഀ ~0਍ഀ Q਍ഀ 1117 1112 1'1TCH TYPICAL Q਍ഀ tL਍ഀ ri 0਍ഀ A8T8R DEDROOM਍ഀ LJVING !ROOM iNALI;਍ഀ rar~YaND>਍ഀ FlN t`L tLBV਍ഀ e4ao਍ഀ CL05ET DEDROOM Z DATN਍ഀ 1'AMiLY ROOM"਍ഀ fiIN 1'L tLBV Sl6HYOND)਍ഀ 1491 1~OYFER਍ഀ MUD ROOM਍ഀ t਍ഀ 3ECT10N਍ഀ SCALEt 114" - P-o• tL਍ഀ ਍ഀ I਍ഀ i਍ഀ Q਍ഀ T਍ഀ ~ 3਍ഀ a ~਍ഀ .`s r, ~ ~਍ഀ ,i G'_ i_, s r਍ഀ r i a ~਍ഀ ~,v t~~~ ~਍ഀ r 1:ti ~ ;਍ഀ ~ r਍ഀ ਍ഀ 8-0 PLA E਍ഀ HAI.t਍ഀ t!1l~YONO)਍ഀ bRitAK!'AS KI CHQN਍ഀ DRDR~ M 4 rATI਍ഀ 2-Q LATE਍ഀ !'IN fL L~LQV਍ഀ A411਍ഀ GARACeL~਍ഀ 1'IN਍ഀ 64C਍ഀ SCALIt 1/4" • ~~-O" N਍ഀ r--- a _਍ഀ i਍ഀ i਍ഀ 1E i਍ഀ ii ~ .਍ഀ j਍ഀ i ~ . . 1਍ഀ !,5 , 8431 i'LATE :਍ഀ 9_p PGATE਍ഀ ENTRY਍ഀ I਍ഀ ENTRY PORC਍ഀ I਍ഀ I FtN PL LEV FIN F1. ELEV I $ 25 842L਍ഀ F1N FL ELEV nns R~ 6424--G ;਍ഀ I਍ഀ I਍ഀ I 1਍ഀ ~ ~਍ഀ FIN Fl. ELEV ~V਍ഀ ' 841'1 i j ~ ~਍ഀ I -਍ഀ - _„.....Y...,m਍ഀ I ~ ~ / / - / /਍ഀ _wr਍ഀ MUD ROU1਍ഀ ~ ,਍ഀ _ ~਍ഀ I਍ഀ ~ PIN FL ELEV਍ഀ HEADROOM FOR I_ $40l STAIRS BEYOND ~ ~਍ഀ I਍ഀ ~ STAIRS BEYOND਍ഀ L~~~~NC.i i i਍ഀ I਍ഀ I਍ഀ MST BEDROOM FIN FL ELEV '਍ഀ t - - - - - - - - - - - 4430 -O _਍ഀ I__/?਍ഀ ~ I_ ,਍ഀ 1_ FIN FL ELEV਍ഀ UPPER LEVEL $52l'-O" Flk FL ELEV ~਍ഀ 8526'-O'" ,਍ഀ ~ "f R'S AT G it/IL"' EA LANDING਍ഀ FIN FL ELEV '਍ഀ 8422' 3/e਍ഀ STAIRS BEYOND I_਍ഀ 2 R'S AT G II/IL" EA ~~t~~~~਍ഀ BEDROOM 2 I_ , - i` FIN FL ELEV ~ ~ - - .਍ഀ - _ _ . $52P-O" ~ ~ I_਍ഀ i ~ ~ I਍ഀ l R'S AT L l/8" E.A ~f_ VOID MIDDLE LEVEL਍ഀ FIN FL ELEV ~ ~ `਍ഀ 841'1 0਍ഀ 4 R'S AT ~ I/2" EA਍ഀ LANDING i FIN FL ELEV਍ഀ O -O„ -਍ഀ _ _ C~,AUILSP,AC~਍ഀ _ LOWER LEVEL STAIRS਍ഀ 12 R'S AT l I/2" EA IN FORGROUND _ _਍ഀ ਍ഀ LOWER LEVEL਍ഀ FIN FL ELEV਍ഀ 850'1'- O"਍ഀ NOTE ALL TREADS ARE !O V2"਍ഀ SE CT ION਍ഀ SCALE: 1/4" = I'-0"਍ഀ