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(D5E[d@p}@SIMPLEX(()D5E[d@p}@SIMPLEXMM*D5E[d@p}@SIMPLEXAAf+D5E[d@p}@SIMPLEXXX.-D5E[d@p}@SIMPLEX)).CzEx@@SIMPLEX22 CzEx@@SIMPLEXXXHCzEx@@SIMPLEX66 CzEx@@SIMPLEX  CzEx@@SIMPLEXPP-CzEx@@SIMPLEXUUCzEx@@SIMPLEXRRuXCzEx@@SIMPLEXLL(CzEx@@SIMPLEXIICzEx@@SIMPLEXNNOdPDzEx@@SIMPLEXSSJIDzEx@@SIMPLEX  0BDzEx@@SIMPLEXAA;DzEx@@SIMPLEXTT+3DzEx@@SIMPLEX  ,DzEx@@SIMPLEXMM%DzEx@@SIMPLEXIIDzEx@@SIMPLEXDDDzEx@@SIMPLEXSS DzEx@@SIMPLEXPP-n DzEx@@SIMPLEXAAR DzEx@@SIMPLEXNNO: DzEx@@SIMPLEX  $ DzEx@@SIMPLEXOOE DzEx@@SIMPLEXRRuDzEx@@SIMPLEX  DzEx@@SIMPLEX11|DzEx@@SIMPLEX44 DzEx@@SIMPLEX''DzEx@@SIMPLEX  vDzEx@@SIMPLEX003\DzEx@@SIMPLEX""7BDzEx@@SIMPLEX  ,DzEx@@SIMPLEXOOEDzEx@@SIMPLEXCC[DzEx@@SIMPLEX.. DzEx@@SIMPLEX  ʐDzEx@@SIMPLEXMMDzEx@@SIMPLEXAADzEx@@SIMPLEXXX~{DzEx@@SIMPLEX.. @~Cj ECj ECj EC EC E@~C E@~C E@~Cj E@~C E@~CN EC EC_ EC E@~Cj ECj E@~C ECj EtCj E C E0C E0C ECj EtCj E C E0C EtCj E@~C EC EC ECƪ ECƪ E@~Cƪ E@~Cƪ E@~C ECƪ E@~C EC E@~Cƪ EC EtC ECE@~CE@~CECECEC EC E@~C E@~C E@~CEC E@~CECE@~C ECEtCE4C{ EtCi^ EtCi^ E`C{ E`C{ EtC# EtC# EL;CO EL;CO ECA E\lDj E4Dj E4Dj E4D E4D E\lD E\lD E\lDj E\lD E\lDN E4D E4D_ E4D E\lDj E4Dj E\lD EDj E/Dj E2D ETD ETD EDj E/Dj E2D ETD E/Dj E\lD E4D E4D E4Dƪ E4Dƪ E\lDƪ E\lDƪ E\lD E4Dƪ E\lD E4D E\lDƪ ED E/D E4DE\lDE\lDE4DE4DE4D E4D E\lD E\lD E\lDE4D E\lDE4DE\lD EDE/DEVwD{ E<Di^ E<Di^ ED{ ED{ E<D# E<D# EDO EDO EDA EPCECHECHEPCEdCE~ DREB4C"yECE4CE)CE@@? >@@@L>PCHE0CGE0CGELCaELCaECHEPCE0CGECHEPcCvDECECEDDgE43@@SIMPLEX  ^D-E43@@SIMPLEX22+DE2+DE2+DE`p-DBVE+DE,DyE+DE[-DNE+D=ER,D tE2+DE,DyE~ DREV-DzTE6.D&E/DYE4DE"-DE\lDE;+DIEJs-Di_EW/D}E*"-DE@0DGE%DTE[d@p}@MAIN22;DTE[d@p}@MAINXX_RDTE[d@p}@MAIN66kfiDTE[d@p}@MAIN  .DTE[d@p}@MAINCC DTE[d@p}@MAINOO!DTE[d@p}@MAINNN"DTE[d@p}@MAINTTR#DTE[d@p}@MAIN..B,D@Es&DTEk$D@E,DTE@@? >@@@L>P0CE[d@p}@MAIN22CE[d@p}@MAINXX_T CE[d@p}@MAIN66k:CE[d@p}@MAIN  xhCE[d@p}@MAINSSCE[d@p}@MAINTTCE[d@p}@MAINRR#,CE[d@p}@MAINUU>CE[d@p}@MAINTTPLCE[d@p}@MAIN  yCE[d@p}@MAINBBVDE[d@p}@MAINRR#DE[d@p}@MAINAAzHDE[d@p}@MAINCCDE[d@p}@MAINEE.DE[d@p}@MAINSSEDE[d@p}@SIMPLEX  l\DE[d@p}@SIMPLEXAA2sDE[d@p}@SIMPLEXTT+ DE[d@p}@SIMPLEX  Ġ DE[d@p}@SIMPLEX44  DE[d@p}@SIMPLEX88T DE[d@p}@SIMPLEX""7 DE[d@p}@SIMPLEXOOEDE[d@p}@SIMPLEXCC[BCE(CECEUpCE@@? >@@@L>PBD\"DE~DбEYDЍED\"DE@@? >@@@L>P .CE.@X@DECOWW9 X1CE.@X@DECO//] G4CE.@X@DECO  O 6CE.@X@DECOHH: 9CE.@X@DECO  O :px@SIMPLEX? 1. All wood framing, fabrication, and erection shall conform to the National ?? ?? ?? ?EPE??qEؤEؤE? EHEHEE?XEئE@EEEEhE0E?XE@EEئEE@E@EЫEEHEE0E?@EE E?!hEئE"hE@E#ЫEE$HEE%?(E&pE@E'ؤEؤE(?@E)HEE*XEHE+ئEE,?ЫE-HE?.ЫEpE/hE?0xE@E1ЫEE2HEE3@EؤEj=C4@43:QCnFELP@33@ L>x@SIMPLEX? Design specification for Wood Construction by the NFPA, the Plywood Design ?? ?? ?? ?0EhE(EEhEE?(EEhE@EEXEE@E@EЫEEHEE?XEHEئE?EHEHEE?uEHEE(EЫEئEE @EЫE!EHE"E?#EE$?ЫE%pEhE&?xE'xEhE(qE0E)?ЫE*pEhE+?hE,ؤEE- EHE.HEE/?0E0hE(E1EhE2EhXC4@437NCuEELP@33@L>x@SIMPLEX? Specification by the APA and meet the requirements below. Unless noted ?? ?? ?? ?zE EhE@EEXEE@E@EЫEEHEE?EE?ЫEpEhE?qEhEqE?@EEE?EhEhEЫE?ЫEpEhE?ئE hEE!EE"ئEhE#EhE$EЫE%(E?&EhE'ؤEHE( EPE)??*0EE+ؤEhE,(E(E-?E.HEЫE/hEErƏC4@438PC bEELP@33@L>x@SIMPLEX? otherwise, all wood connections shall be in accordance with the fastening ?? ?? ?? ?HE ЫEpEhEئE EE(EhE0E?@EؤEؤE? EHEHEE?@EHEEEhE@EЫEEHEE(E?(EpE@EؤEؤE?E hE?!EE"?@E#@E@E$HEئE%E@E&E@E'hE?( EE)ЫEpE*?ЫE+pEhE,?XE-@E(E.ЫEhE/EE0EhE` C4@43<VCDELP@33@ L>x@SIMPLEX? schedule of the Standard Building Code. All lumber in contact with concrete or ?? ?? ?? ?(E@EpEhEEEؤEhE?HEXE?ЫEpEhE?zEЫE@EEE@EئEE?}EEEؤEEEEhE?uEHEE hEPE!??"qEؤE#ؤE?$ؤEE%EE&hEئE'?E(E?)@EHE*EЫE+@E@E,ЫE?- EE.ЫEpE/?@E0HEE1@EئE2hEЫE3hE?4HEئEΚC4@43 CAUDELP@33@L>x@SIMPLEX? masonry shall be treated.???????E @E(E HEE ئEE ?(E pE@EؤEؤE?EhE?ЫEئEhE@EЫEhEEPE@B4@438OCuHCELP@33@L>x@SIMPLEX? 2. All framing lumber shall be Southern Yellow Pine, S4S, No. 2 maximum ?? ?? ?? ?oE PE??qEؤEؤE?XEئE@EEEEhE?ؤEEEEhEئE?(EpE@EؤEؤE?EhE?zEHEEЫEpEhEئE E?!HEhE"ؤEؤE#HE E$?hE%EE&hE0E'?zE(HEzE)0E?*xEHE+PE?,oE?-E@E.@EE/EE0EpC4@43:RC BELP@33@ L>x@SIMPLEX? moisture content 15%. Stud walls and partitions shall be sized as follows: ?? ?? ?? ?EHEE(EЫEEئEhE?@EHEEЫEhEEЫE?E@EEPE??zEЫEEE? E@EؤEؤE(E?@EEE ?E!@EئE"ЫEE#ЫEE$HEE%(E?&(EpE'@EؤE(ؤE?)EhE*?(E+E8E,hEE-?@E.(E?/XEHE0ؤEؤE1HE E2(EE|ČC4@438PCA?ELP@33@L>x@SIMPLEX? Block all stud walls at mid-height. Ramset bottom plate of stud walls to ?? ?? ?? ?}E ؤEHE@EE?@EؤEؤE?(EЫEEE? E@EؤEؤE(E?@EЫE?EEEXEpEhEEhEpEЫEPE??PwE@E E(E!hEЫE"?E#HEЫE$ЫEHE%E?&EؤE'@EЫE(hE?)HEXE*?(E+ЫEE,E?- E@E.ؤEؤE/(E?0ЫEHEӌC4@43=XCێ>ELP@33@ L>x@SIMPLEX? concrete with 1/4# ramsets @ 16" o.c. Provide 1/2" dia. x 12" steel anchor bolts ?? ?? ?? ?@EHEE@EئEhEЫEhE? EEЫEpE?E EHEPE?ئE@EE(EhEЫE(E?E?E`EpsE?HEPE@EPE ??!hEئE"HEдE#EE$hE?%E E&oEpsE'?E(E@E)PE?*@E?+EoE,psE?-(EЫE.hEhE/ؤE?0@EE1@EpE2HEئE3?E4HEؤE5ЫE(EȚC4@4GCu>ELP@33@L>x@SIMPLEX? @ 48" o.c. embedded a min. of 8" in concrete with 1 1-1/2" hook. ?? ?? ?? ?E ?HEEpsE?HEPE@EPE?hEEEhEEEhEE?@E?EEEPE?HEXE?EpsE?EE?@EHEE @EئE!hEЫE"hE?# EE$ЫEpE%?E&?E'XEE( EoE)psE?*pEHE+HEE,PE~C4@@3@[Cx@SIMPLEX? 3. Floor, attic, and roof framing shall be of sizes as indicated on framing plans. ?? ?? ???EPE??xEؤEHEHEئE0E?@EЫEЫEE@E0E?@EEE?ئEHEHEXE?XEئE@EEEEhE? (EpE!@EؤE"ؤE?#EhE$?HE%XE?&(EE'8EhE((E?)@E(E*?E+EE,E@E-@EЫE.hEE/?HE0E?1XEئE2@EE3EE4hE?5EؤE6@EE7(EPE8?"C4@43:QCAux@SIMPLEX? Provide wood cross bridging where indicated on drawings or when joist span ?? ?? ?? ?hEئEHEдEEEhE? EHEHEE?@EئEHE(E(E?EئEEEhEEEhE? EpEhEئEhE?EEE E@E!@EЫE"hEE#?HE$E?%EئE&@E E'EE(hE(E)?HE*ئE?+ EpE,hEE-?0E.HEE/(EЫE0?(E1E@E2E}C4@43:QC;ELP@33@ L>x@SIMPLEX? exceeds eight (8) studs at beam bearing points below double top plate (see ?? ?? ?? ?hE@E@EhEhEE(E?hEEhEpEЫE?EEE?(EЫEEE(E?@EЫE?EhE@EE?EhE@EئEE EhE!?E"HEE#EЫE$(E?%EhE&ؤEHE' E?(EHE)EE*ؤEhE+?ЫE,HEE-?E.ؤE@E/ЫEhE0?E1(EhE2hE*C4@43;SCuh;ELP@33@ L>x@SIMPLEX? Framing Note #14). Provide wood color braces at each roof rafter 24 " below ?? ?? ?? ?xEئE@EEEEhE?xEHEЫEhE?PEEHEEPE??hEئEHEдEEEhE? EHEHEE?@EHEؤEHE ئE?!EئE"@E@E#hE(E$?@E%ЫE?&hE@E'@EpE(?ئE)HEHE*XE?+ئE@E,XEЫE-hEئE.?oE/HE?0psE?1EhE2ؤEHE3 EaC4@43C :ELP@33@L>x@SIMPLEX? crown of roof.???????@EئEHE EE ?HE XE? ئEHE HEXEPE佟B4@@38PCA9ELP@33@L>x@SIMPLEX? 4. Plywood Subflooring - APA rated 48/24, 3/4" thick tongue and groove. ?? ?? ?? ?HE PE??hEؤEE EHEHEE?zEEEXEؤEHEHEئEEEhE?XE?qEhEqE?ئE@EЫEhEE?HEE E oEHE!0E?"E E#HEpsE$?ЫE%pEE&@EE'?ЫE(HEE)hEE*hE?+@EE,E?-hEئE.HEHE/дEhE0PE?>C4@43>ZCN9ELP@33@ L>x@SIMPLEX? Glued and nailed to floor joists with 8d nails spaced at 6" o.c. at panel edges and ?? ?? ?? ?EؤEEhEE?@EEE?E@EEؤEhEE?ЫEHE?XEؤEHEHEئE?0EHEE(EЫE(E? EEЫEpE ?E!E?"E@E#EؤE$(E?%(EE&@E@E'hEE(?@E)ЫE?*`EpsE+?HE,PE@E-PE?.@EЫE/?E0@EE1hEؤE2?hE3EhE4hE(E5?@E6EEC4@43$Cu8ELP@33@L>x@SIMPLEX? 12" at intermediate supports.???????E oEpsE ?@E ЫE? EE ЫEhEئEEhEEE@EЫEhE?(EEEEHEئEЫE(EPEB4@43<VC7ELP@33@ L>x@SIMPLEX? 5. Plywood Roofing - APA rated 24/0, 5/8" thick. Nail with 8d nails spaced at ?? ?? ?? ?@EPE??hEؤEE EHEHEE?PwEHEHEXEEEhE?XE?qEhEqE?ئE@EЫEhEE?oEHE EE0E ?@E! EE"psE?#ЫEpE$E@E%EPE&??'xE@E(EؤE)? E*EЫE+pE?,EE-?E.@EE/ؤE(E0?(E1E@E2@EhE3E?4@EЫEvMC4@43=WCA57ELP@33@ L>x@SIMPLEX? 6" o.c. at intermediate supports. Provide plyclips at unsupported edges between ?? ?? ?? ?`EpsE?HEPE@EPE?@EЫE?EEЫEhEئEEhEEE@EЫEhE?(EEEEHEئEЫE(EPE??hEئE HEдE!EE"hE?#EؤE$E@E%ؤEE&E(E'?@E(ЫE?)EE*(EE+EE,HEئE-ЫEhE.E?/hEE0hEhE1(E?2EhE3ЫE E4hEhE5E͛C4@43Cۮ6ELP@33@L>x@SIMPLEX? roof joists.???????ئEHEHEXE? 0EHE E(E ЫE(E PEFB4@43;SC 5ELP@33@ L>x@SIMPLEX? 6. Wind Bracing - Provide AAPA rated 4' x 8' x 1/2" plywood on all exterior ?? ?? ?? ?`EPE??EEEE?}EئE@E@EEEhE?XE?hEئEHEдEEEhE?qEqEhEqE?ئE@EЫEhEE ?HE!E?"@E?#EE$?@E%?E& EoE'psE?(EؤE)E E*HEHE+E?,HEE-?@E.ؤEؤE/?hE0@EЫE1hEئE2EHE3ئElΗC4@43<VC5ELP@33@ L>x@SIMPLEX? wall corners and a maximum of 25ft. on center along exterior walls from slab to ?? ?? ?? ? E@EؤEؤE?@EHEئEEhEئE(E?@EEE?@E?E@E@EEEEE?HEXE?oE@EXEЫEPE?HE E?!@EhE"EЫE#hEئE$?@E%ؤEHE&EhE'?hE(@EЫE)hEئE*EHE+ئE?, E@E-ؤEؤE.(E?/XEئE0HEE1?(E2ؤE@E3E?4ЫEHEC4@43=XCA4ELP@33@ L>x@SIMPLEX? underside of rafters. Nail plywood edges with 8d nails at 4" o.c. at panel edges ?? ?? ?? ?EEEhEئE(EEEhE?HEXE?ئE@EXEЫEhEئE(EPE??xE@EEؤE?EؤEE EHEHEE?hE EhE!hE(E"? E#EЫE$pE?%EE&?E'@EE(ؤE(E)?@E*ЫE?+HEpsE,?HE-PE@E.PE?/@EЫE0?E1@EE2hEؤE3?hE4EhE5hE(ExC4@43>YC4ELP@33@ L>x@SIMPLEX? and 12" o.c. at intermediate supports. Provide solid blocking at all panel edges. ?? ?? ?? ?@EEE?EoEpsE?HEPE@EPE?@EЫE?EEЫEhEئEEhEEE@EЫEhE?(EEEEHEئEЫE(E PE?!?hE"ئEHE#дEE$EhE%?(E&HEؤE'EE(?E)ؤEHE*@EE+EE,hE?-@EЫE.?@E/ؤEؤE0?E1@EE2hEؤE3?hE4EhE5hE(E6PEvC4@434GC 3ELP@33@L>x@SIMPLEX? 7. Coordinate framing with HVAC ducts, electrical, and plumbing ?? ?? ?? ?E PE??uEHEHEئEEEE@EЫEhE?XEئE@EEEEhE? EEЫEpE?EEqEuE?EE@EЫE(E0E ?hE!ؤEhE"@EЫE#ئEE$@E@E%ؤE0E&?@E'EE(?E)ؤEE*EE+EE,hE}C4@43C{2ELP@33@L>x@SIMPLEX? requirements.???????ئEhEEEE ئEhE EhE EЫE (EPE0JB4@43Cn1ELP@33@L>x@SIMPLEX? 8. Ceiling heights:???????EPE? ?uE hEE ؤEE EhE ?pEhEEhEpEЫE(EEЀB4@43<UCAU/ELP@33@ L>x@SIMPLEX? 9. Joist hangers shall be 16 gauge type "U" as manufactured by Simpson Strong ?? ?? ?? ?EPE??PEHEE(EЫE?pE@EEhEhEئE(E?(EpE@EؤEؤE?EhE?E`E?hE@EEhEhE?ЫE EE!hE?"psE0E#psE?$@E(E%?E&@EE'EXE(@E@E)ЫEE*ئEhE+E?,EE-?zE.EE/E(E0HEE1?zE2ЫEئE3HEE4hEC4@43:RC.ELP@33@ L>x@SIMPLEX? Ties Co. Install joist hangers in strict accordance with the manufacturer's ?? ?? ?? ?rEEhE(E?uEHEPE?P}EE(EЫE@EؤEؤE?0EHEE(EЫE?pE@EEhEhEئE(E?EE?(EЫEئE E@E!ЫE?"@E@E#@EHE$ئEE%@EE&@EhE'? E(EЫE)pE?*ЫEpE+hE?,E@E-EE.XE@E/@EЫE0EئE1hEئE2E(EXC4@43>YCuH.ELP@33@ L>x@SIMPLEX? specification. Use joist hangers for beams and joists which frame to beams at the ?? ?? ?? ?(EEhE@EEXEE@E@EЫEEHEEPE??0E(EhE?0EHEE(EЫE?pE@EEhEhEئE(E?XEHEئE ?E!hE@E"E(E#?@E$EE%?0E&HEE'(EЫE((E?) EpE*E@E+pE?,XEئE-@EE.hE?/ЫEHE0?E1hE@E2E(E3?@E4ЫE?5ЫEpE6hEDC4@437MC -ELP@33@L>x@SIMPLEX? same elevation. Joist hangers shall be same size as member supported. ?? ?? ?? ?(E @EEhE?hEؤEhEдE@EЫEEHEEPE??PEHEE(EЫE?pE@EEhEhEئE(E?(EpE@EؤEؤE?EhE ?(E!@EE"hE?#(EE$8EhE%?@E&(E?'EhE(EE)hEئE*?(E+EE,EHE-ئEЫE.hEE/PEXC4@43>YCA,ELP@33@ L>x@SIMPLEX? 10. Brick lintels above openings shall be 5" x 3 1/2" x 1/4" steel angles with 8" ?? ?? ?? ?EEPE??}EئEE@EE?ؤEEEЫEhEؤE(E?@EEHEдEhE?HEEhEEEEhE(E?(EpE@E ؤEؤE!?E"hE?#@EpsE$?@E%?E&?E' EoE(psE?)@E?*E E+HEpsE,?(E-ЫEhE.hEؤE/?@E0EhE1ؤEhE2(E?3 EE4ЫEpE5?E6psETC4@43;TC.,ELP@33@ L>x@SIMPLEX? minimum bearing each side unless noted or detailed otherwise on the drawings. ?? ?? ?? ?EEEEEEE?EhE@EئEEEhE?hE@E@EpE?(EEEhE?EEؤEhE(E(E?EHEЫEhE E?!HEئE"?E#hEЫE$@EE%ؤEhE&E?'HEЫE(pEhE)ئE E*E(E+hE?,HEE-?ЫE.pEhE/?E0ئE@E1 EE2EhE3(EPEeC4@43$C "+ELP@33@L>x@SIMPLEX? 11. Opening Header Schedule:???????E EPE ?? PtEE hEE EEhE?EhE@EEhEئE?zE@EpEhEEEؤEhEE`C4@43 C*ELP@33@L>x@SIMPLEX? First Floor - (2) 2 x10's???????xE EئE (EЫE ?xE ؤEHE HEئE?XE?EoEE?oE?@EEEE(EخB4@+:CA*ELP@33@L>x@SIMPLEX? Second Floor - (2) 2x 10's at 3'-0" - 6'-0" opening???? ?? ?zE hE@E HEE E?xEؤEHEHEئE?XE?EoEE?oE@E?EEE(E?@EЫE?EEXEEpsE?XE?`EEXEEpsE ?HE!EhE"EE#EhE,MC4@43.>Cێ)ELP@33@L>x@SIMPLEX? (2) 2 x 6's at opening l than 3' -0".?? ?? ?? ?? ?? ????????????EoEE?oE?@E?`EE(E?@EЫE?HEEhEEEEhE?ؤE?? ??!ЫEpE"@EE#?E$E?%XEE&psEPE4^C4@43=WC (ELP@33@ L>x@SIMPLEX? 12. Bored holes - 2" clear from top or bottom edge of joist, not larger than 1- ?? ?? ?? ?EoEPE??}EHEئEhEE?pEHEؤEhE(E?XE?oEpsE?@EؤEhE@EئE?XEئEHEE?ЫEHEE? HEئE!?E"HEЫE#ЫEHE$E?%hEE&hEhE'?HE(XE?)0EHE*E(E+ЫE0E,?E-HEЫE.?ؤE/@EئE0hEhE1ئE?2ЫEpE3@EE4?E5XEwC4@43)6C'ELP@33@L>x@SIMPLEX? 1/4" in diameter and not in the middle of span.???? ?? ?E EHE psE? EE?EE@EEhEЫEhEئE?@EEE?EHEЫE?EE?ЫEpEhE?EEEEؤEhE?HEXE?(E E@E!EPE?C4@438PC&ELP@33@L>x@SIMPLEX? 13. Strap all plates cut away for plumbing with 1-1/2" wide No. 24 gauge ?? ?? ?? ?E EPE??zEЫEئE@EE?@EؤEؤE?EؤE@EЫEhE(E?@EEЫE?@E E@EE?XEHEئE?EؤEEE EE!EhE"? E#EЫE$pE?%EXE&E E'oEpsE(? E)EE*hE?+xEHE,PE?-oEHE.?hE/@EE0hEhEBC4@434HCuh&ELP@33@L>x@SIMPLEX? galvanized straps 18" long, both sides of wall- spiked to plates. ?? ?? ?? ?hE @EؤEдE@EEE8EhEE?(EЫEئE@EE(E?EEpsE?ؤEHEEhE0E?EHEЫEpE?(EEEhE(E? HEXE!? E"@EؤE#ؤEXE$?(E%EE&EhE'E?(ЫEHE)?E*ؤE@E+ЫEhE,(EPETyC4@43;TC[%ELP@33@ L>x@SIMPLEX? 14. Provide stud posts made up of multiple studs beneath end bearing of beam ?? ?? ?? ?EHEPE??hEئEHEдEEEhE?(EЫEEE?EHE(EЫE(E?E@EEhE?EE?HEXE?EE ؤEЫE!EE"ؤEhE#?(E$ЫEE%E(E&?E'hEE(hE@E)ЫEpE*?hE+EE,?E-hE@E.ئEE/EhE0?HE1XE?2EhE3@EE>XC4@43<VCA$ELP@33@ L>x@SIMPLEX? as shown on framing plan. Nail each stud to adjacent stud in the post with 16d ?? ?? ?? ?@E(E?(EpEHE EE?HEE?XEئE@EEEEhE?EؤE@EEPE??xE@EEؤE?hE@E@EpE? (EЫE!EE"?ЫE#HE?$@EE%0E@E&@EhE'EЫE(?(E)ЫEE*E?+EE,?ЫE-pEhE.?E/HE(E0ЫE?1 EE2ЫEpE3?E4`EEC4@43;TCN$ELP@33@ L>x@SIMPLEX? nails at 12" o.c. (on stud center line) and within 3" of each end. Cut studs ?? ?? ?? ?E@EEؤE(E?@EЫE?EoEpsE?HEPE@EPE?EHEE?(EЫEEE?@EhEEЫEhEئE?ؤEEE hEE!?@E"EE#? E$EЫE%pEE&E?'EpsE(?HE)XE?*hE@E+@EpE,?hE-EE.PE?/?uE0EЫE1?(E2ЫEE3E(EtC4@2ECu#ELP@33@L>x@SIMPLEX? carefully to insure full and complete bearing top and bottom. ?? ?? ?? ?@E @EئE hEXEEؤEؤEE?ЫEHE?EE(EEئEhE?XEEؤEؤE?@EEE?@EHEEEؤEhEЫEhE?EhE@E ئEE!EhE"?ЫE#HEE$?@E%EE&?E'HEЫE(ЫEHE)EPE*?8wC4@43C HELP1A333AL>@SIMPLEX? FRAMING GENERAL NOTES???????xEPwEqE ЎEP}E xEE ?? EyE xEyEPwEqEE??xEPtErEyEzE^C:3A#,CAAELP@33@L>x@SIMPLEX? Exterior Wall - 2X4 STUDS AT 16" OC.?????? ?yE @EЫE hEئE EHE ئE?E@EؤEؤE?XE??oEqEHE?zErE0E0EzE?qErE?E`EpsE?PtEuEPE(C4@@3&C.AELP@33@L>x@SIMPLEX? First Floor Partitions - SAME???????xE EئE (EЫE ?xE ؤEHE HEئE?hE@EئEЫEEЫEEHEE(E?XE???zEqEЎEyE C4@%Cu@ELP@33@L>x@SIMPLEX? Second Floor Partitions - SAME???????zE hE@E HEE E? xEؤE HEHEئE?hE@EئEЫEEЫEEHEE(E?XE?zEqEЎEyE_ C4@ *iCiz"ELPG@43@L>G!@SIMPLEX? ?a@4@%0VC "@ELP@33@L>x@SIMPLEX? Wet walls (TOILET) 2X6 AT 16" OC.?????? ?? EhE ЫE? E@E ؤEؤE(E??ErEPtEP}EEyErEE???????oEqE`E?qErE?E`EpsE?PtEuEPE5C4@@3 C b0ELP@33@L>x@SIMPLEX? Second Floor - 9' 0" ???????zE hE@E HEE E? xEؤE HEHEئE?XE??EE?EpsE????@oB4@!Cu0ELP@33@L>x@SIMPLEX? First Floor - 10' 4 1/2"???????xE EئE (EЫE ?xE ؤEHE HEئE?XE???EEE?HE?E EoEpsE@B4@,<C"ELPG@43@L>;?SIMPLEX?15. Ceiling joists and 2nd floor joists to be #2 dense syp.E@EPE? ?uE hEE ؤEE EhE ?0EHEE(EЫE(E?@EEE?oEEE?XEؤEHEHEئE?0EHEE(EЫE(E?ЫEHE?EhE?PEoE? 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4mj‘&EǢ@&E 4Ǣ@&EǢ@'E Z&(EJk%(E  _-(EH(E H(E k%(E h6F_-(Eh6Fh'E  _-(E h'E "_-(E+(E +(E1k%(E _-(E(E (ENZk%(E "_-(E"h'E _-(Eh'E _-(Eh6F_-(E "_-(E'_-(E h'E}h'E "h'E#h'E 4Ä'E/&E 4/&E!-/&E 4!-/&E!-'E ?C4*E]CC4*E ]CC4*E]CC[*E G>C?)EG>CJ*E G>CJ*E?CJ*E ]CC4*E?C4*E ]CC[*EDC[*E JC[*EDC[*E JC;))EJC[*E ?C4*E?C)-E ]CC*0E]CC4*E ?C\ &E]CC\ &E ]CC\ &E]CC%E G>CX4'EG>CB &E G>CB &E?CB &E G!AC\ &E-BC\ &E ]CC\ &E?C\ &E ]CC%EDC%E JC%EDC%E JCK'EJC%E ]CC\ &E]CCU E ?C\ &E?CU!E ?C~(E]CC~(E G!AC~(E-BC~(E ]CC~(E?C~(E ]CC/(E?C/(E -BC/(EG!AC/(E ]CC~(E]CC/(E ?C~(E?C/(E FAC\ &EFAC~(E 4qBC\ &E4qBC~(E G!AC/(E-BC/(E G!AC0*E-BC0*E FAC0*EFAC/(E 4qBC0*E4qBC/(E zUEz{!E zô"EzUpE zô"EzU8E ԋL„MEԋLUE ܋b½yE܋bU8E ԋp½yEԋpUpEEDE43@@SIMPLEX((xUGDE43@@SIMPLEXSSHDE43@@SIMPLEXEEDJDE43@@SIMPLEXEEHLDE43@@SIMPLEX  MDE43@@SIMPLEXEEvODE43@@SIMPLEXXX;QDE43@@SIMPLEXTT+BRDE43@@SIMPLEXEETDE43@@SIMPLEXRRu/VDE43@@SIMPLEXIItWDE43@@SIMPLEXOOE{YDE43@@SIMPLEXRRu@"[DE43@@SIMPLEX  EDE43@@SIMPLEXAAxUGDE43@@SIMPLEXNNOHDE43@@SIMPLEXDDDJDE43@@SIMPLEX  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