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All wood framing, fabrication, and erection shall conform to the National .E .E .E .E .E .E .E.EC .E .ED@/E@/E .E/E0E0EP2E .E3E4Ep5E6E8E8E9EP;E .E3Ep5E E8E0E8EP;E .Ep5E8E P2E .E!?E4E"?Ep=E#>E8E$0E8E% .E@AE&CEp5E'@/E@/E( .Ep=E)0E8E*3E0E+4E6E, .E>E-0E .E.>ECE/?E .E0Dp5E1>E8E20E8E3p5E@/E(=C3@33:Q.DcDLP@33@ L>kXCSIMPLEX? Design specification for Wood Construction by the NFPA, the Plywood Design .E .E .E .E .E .E .E`D?E@AE8E9E8E .E@AEDE?Ep=E8E3E8Ep=Ep5E>E8E0E8E .E3E0E4E .ED0E0EP2E .E`D0E8E@AE>E4E FE p=E>E!8E0E"8E .E# E%CE?E& .ED'BD(DP;E) .E>E*CE?E+ .ED,@/E GE-/E0E.0EP2E/ .E`D0?E@AE18E9E28E0XC3@337N.DaDLP@33@L>MƏCSIMPLEX? Specification by the APA and meet the requirements below. Unless noted .E .E .E .E .E .E .E? DE?Ep=E8E3E8Ep=Ep5E>E8E0E8E .E ECE?E .EDDD .Ep5E8EP2E .E6E?E?E>E .E>ECE?E .E4E ?E HE! FE8E"4E?E#6E?E$8E>E%@AE .E& E/?EP2E0ƏC3@338P.Dx_DLP@33@L>< CSIMPLEX? otherwise, all wood connections shall be in accordance with the fastening .E .E .E .E .E .E .E0E >ECE?E4E/E8E@AE?EP;E .Ep5E@/E@/E .E/E0E0EP2E .Ep=E0E8E8E?Ep=E>E8E0E8E@AE .E@AECEp5E@/E@/E .E ECE* .E>E+CE?E, .E3E-p5E@AE.>E?E/8E8E08E9E$ C3@33<V.Do]DLP@33@ L>ΚCSIMPLEX? schedule of the Standard Building Code. All lumber in contact with concrete or .E .E .E .E .E .E .E@AEp=ECE?EP2E FE@/E?E .E0E3E .E>ECE?E .E?>Ep5E8EP2Ep5E4EP2E .EpJE FE8E@/EP2E8E8E9E .E`D0EP2E ?EC! .E .E"D@/E#@/E .E$@/E FE%6E E+p5Ep=E,>E .E-/E8E.>ECE/ .Ep=E00E8E1p=E4E2?E>E3?E .E40E4EtΚC3@33 .DHV[DLP@33@L>BSIMPLEX? masonry shall be treated. .E .E .E .E .E .E .E6E p5E@AE 0E8E 4E GE .E@AE CEp5E@/E@/E .E E4E?Ep5E>E?EP2ECB3@338O.D#WDLP@33@L>CSIMPLEX? 2. All framing lumber shall be Southern Yellow Pine, S4S, No. 2 maximum .E .E .E .E .E .E .ELE C .E .ED@/E@/E .E3E4Ep5E6E8E8E9E .E@/E FE6E ECE?E4E 8E .E!`ME?E"@/E@/E#0E/E$ .ED%8E8E&?EP;E' .E?(PNE?)P;E .E*D0E+C .E,LE .E-6Ep5E.@OE8E/6E FE06E0C3@33:R.Dx UDLP@33@ L>|ČCSIMPLEX? moisture content 15%. Stud walls and partitions shall be sized as follows: .E .E .E .E .E .E .E6E0E8E@AE>E FE4E?E .Ep=E0E8E>E?E8E>E .E.EPEQEC .E .E?>E FEP2E .E/Ep5E@/E@/E@AE .Ep5E8EP2E .EDE!p5E4E">E8E#>E8E$0E8E%@AE .E&@AECE'p5E@/E(@/E .E) ʌCSIMPLEX? Block all stud walls at mid-height. Ramset bottom plate of stud walls to .E .E .E .E .E .E .EpJE @/E0Ep=E`TE .Ep5E@/E@/E .E@AE>E FEP2E .E/Ep5E@/E@/E@AE .Ep5E>E .E6E8EP2EPUECE?E8E9ECE>EC .E .EBp5E 6E@AE!?E>E" .E E$>E0E%6E .E&DE@/E'p5E>E(?E .E)0E3E* .E@AE+>E FE,P2E .E-/Ep5E.@/E@/E/@AE .E0>E0ELӌC3@33=X.DCSIMPLEX? concrete with 1/4# ramsets @ 16" o.c. Provide 1/2" dia. x 12" steel anchor bolts .E .E .E .E .E .E .Ep=E0E8Ep=E4E?E>E?E .E/E8E>ECE .E.EUEPNEpVE .E4Ep5E6E@AE?E>E@AE .EWE .E.E ZE[E .E0ECp=EC .E .E!D4E"0E\E#8EP2E$?E .E%.EUE&LE[E' .EP2E(8Ep5E)C .E*@OE .E+.ELE,[E .E-@AE>E.?E?E/@/E .E0p5E8E1p=ECE20E4E3 .E E@AEȚC3@4G.D#BDLP@33@L>~CSIMPLEX? @ 48" o.c. embedded a min. of 8" in concrete with 1 1-1/2" hook. .E .E .E .E .E .E .EWE .EPNE]E[E .E0ECp=EC .E?E6E E"?E .E#/E8E$>ECE% .E.E& .E.E'PUE.E(UELE)[E .E*CE0E+0E`TE,C~C3@03@[.D=DLP@33@ L>єCSIMPLEX? 3. Floor, attic, and roof framing shall be of sizes as indicated on framing plans. .E .E .E .E .E .E .E_EC .E .EB@/E0E0E4EP;E .Ep5E>E>E8Ep=EP;E .Ep5E8EP2E .E4E0E0E3E .E3E4Ep5E6E8E8E9E .E @AECE!p5E@/E"@/E .E# E.?EP2E/ .E0E08E .E13E4E2p5E6E38E8E49E .E5DE@/E6p5E8E7@AEC8 .E"C3@33:Q.DH;DLP@33@ L>}CSIMPLEX? Provide wood cross bridging where indicated on drawings or when joist span .E .E .E .E .E .E .ED4E0E\E8EP2E?E .E/E0E0EP2E .Ep=E4E0E@AE@AE .E E"?EP2E# .E0E$8E .E%P2E4E&p5E/E'8E8E(9E@AE) .E0E*4E .E+/ECE,?E8E- .E0aE.0E8E/@AE>E0 .E@AE1DEp5E28E}C3@33:Q.D9DLP@33@ L>*CSIMPLEX? exceeds eight (8) studs at beam bearing points below double top plate (see .E .E .E .E .E .E .E?E@OEp=E?E?EP2E@AE .E?E8E9ECE>E .E0bE]EbE .E@AE>E FEP2E@AE .Ep5E>E .E E$@AE .E% E,0EDE- .EDE.@/Ep5E/>E?E0 .E0bE1@AE?E2?EH*C3@33;S.D7DLP@33@ L>(PCSIMPLEX? Framing Note #14). Provide wood color braces at each roof rafter 24 " below .E .E .E .E .E .E .EB4Ep5E6E8E8E9E .ED0E>E?E .EpVE.EPNEbEC .E .ED4E0E\E8EP2E?E .E/E0E0EP2E .Ep=E0E@/E0E 4E .E! E .E&?Ep5E'p=ECE( .E4E)0E0E*3E .E+4Ep5E,3E>E-?E4E. .ELE/PNE .E0[E .E1 ýBSIMPLEX? crown of roof. .E .E .E .E .E .E .Ep=E4E0E /E8E .E0E 3E .E 4E0E 0E3ECB3@038P.DHV1DLP@33@L>fCSIMPLEX? 4. Plywood Subflooring - APA rated 48/24, 3/4" thick tongue and groove. .E .E .E .E .E .E .EPNE C .E .ED@/E GE/E0E0EP2E .E? FE E?EP2E .EPNE]EUE LEPNE!P;E .E"_EUE#PNE[E$ .E>E%CE8E&p=E`TE' .E>E(0E8E)9E FE*?E .E+p5E8E,P2E .E-9E4E.0E0E/\E?E0C .EC3@33>Z.DCSIMPLEX? Glued and nailed to floor joists with 8d nails spaced at 6" o.c. at panel edges and .E .E .E .E .E .E .ED@/E FE?EP2E .Ep5E8EP2E .E8Ep5E8E@/E?EP2E .E>E0E .E3E@/E0E0E4E .E0aE0E8E@AE>E@AE .E/E8E>ECE .E]E!P2E .E"8Ep5E#8E@/E$@AE .E%@AEDE&p5Ep=E'?EP2E( .Ep5E)>E .E* ZE[E+ .E0E,Cp=E-C .E.p5E>E/ .EDE0p5E8E1?E@/E2 .E?E3P2E9E4?E@AE5 .Ep5E68EP2EЂC3@33$.D#-DLP@33@L>BSIMPLEX? 12" at intermediate supports. .E .E .E .E .E .E .E.E LE[E .Ep5E >E .E 8E8E >E?E4E6E?EP2E8Ep5E>E?E .E@AE FEDEDE0E4E>E@AECB3@33<V.D(DLP@33@ L>zMCSIMPLEX? 5. Plywood Roofing - APA rated 24/0, 5/8" thick. Nail with 8d nails spaced at .E .E .E .E .E .E .EPEC .E .ED@/E GE/E0E0EP2E .EB0E0E3E8E8E9E .EPUE .EDDD .E4Ep5E>E?EP2E .ELEPNEUEpcEP;E .EPE!UE]E"[E .E#>ECE$8Ep=E%`TEC& .E .E'Dp5E(8E@/E) .E/E*8E>E+CE .E,]EP2E- .E8E.p5E8E/@/E@AE0 .E@AE1DEp5E2p=E?E3P2E .E4p5E>E4MC3@33=W.DH&DLP@33@ L>͛CSIMPLEX? 6" o.c. at intermediate supports. Provide plyclips at unsupported edges between .E .E .E .E .E .E .E ZE[E .E0ECp=EC .Ep5E>E .E8E8E>E?E4E6E?EP2E8Ep5E>E?E .E@AE FEDEDE0E4E>E@AEC .E .ED4E 0E\E!8EP2E"?E .E#DE@/E$ GEp=E%@/E8E&DE@AE' .Ep5E(>E .E) FE8E*@AE FE+DEDE,0E4E->E?E.P2E .E/?EP2E09E?E1@AE .E2 E/E4?E?E58E͛C3@33.D$DLP@33@L>EBSIMPLEX? roof joists. .E .E .E .E .E .E .E4E0E0E3E .E 0aE0E 8E@AE >E@AE CEB3@33;S.Dx DLP@33@ L>pΗCSIMPLEX? 6. Wind Bracing - Provide AAPA rated 4' x 8' x 1/2" plywood on all exterior .E .E .E .E .E .E .E ZEC .E .ED8E8EP2E .EpJE4Ep5Ep=E8E8E9E .EPUE .ED4E0E\E8EP2E?E .EDDDD .E4Ep5E>E?EP2E .EPNE!dE .E"@OE .E#]EdE$ .E@OE% .E.E&UELE'[E .E(DE@/E) GE/E*0E0E+P2E .E,0E8E- .Ep5E.@/E@/E/ .E?E0@OE>E1?E4E28E0E34E4ΗC3@33<V.DoDLP@33@ L>CSIMPLEX? wall corners and a maximum of 25ft. on center along exterior walls from slab to .E .E .E .E .E .E .E/Ep5E@/E@/E .Ep=E0E4E8E?E4E@AE .Ep5E8EP2E .Ep5E .E6Ep5E@OE8E6E FE6E .E0E3E .ELEPE3E>EC .E0E 8E .E!p=E?E"8E>E#?E4E$ .Ep5E%@/E0E&8E9E' .E?E(@OE>E)?E4E*8E0E+4E .E,/Ep5E-@/E@/E.@AE .E/3E4E00E6E1 .E@AE2@/Ep5E3 E0EC3@33=X.DHVDLP@33@ L>bqCSIMPLEX? underside of rafters. Nail plywood edges with 8d nails at 4" o.c. at panel edges .E .E .E .E .E .E .E FE8EP2E?E4E@AE8EP2E?E .E0E3E .E4Ep5E3E>E?E4E@AEC .E .EDp5E8E@/E .EDE@/E GE/E0E0EP2E .E?E P2E9E!?E@AE" .E/E#8E>E$CE .E%]EP2E& .E8E'p5E8E(@/E@AE) .Ep5E*>E .E+PNE[E, .E0E-Cp=E.C .E/p5E>E0 .EDE1p5E8E2?E@/E3 .E?E4P2E9E5?E@AE\xC3@33>Y.D<DLP@33@ L>uCSIMPLEX? and 12" o.c. at intermediate supports. Provide solid blocking at all panel edges. .E .E .E .E .E .E .Ep5E8EP2E .E.ELE[E .E0ECp=EC .Ep5E>E .E8E8E>E?E4E6E?EP2E8Ep5E>E?E .E@AE FEDEDE0E4E>E@AE C .E! .ED"4E0E#\E8E$P2E?E% .E@AE&0E@/E'8EP2E( .E E. .Ep5E/@/E@/E0 .EDE1p5E8E2?E@/E3 .E?E4P2E9E5?E@AE6C(C3@334G.Dx DLP@33@L>X}CSIMPLEX? 7. Coordinate framing with HVAC ducts, electrical, and plumbing .E .E .E .E .E .E .EpeE C .E .E`D0E0E4EP2E8E8Ep5E>E?E .E3E4Ep5E6E8E8E9E .E/E8E>ECE .E(BCD`D .EP2E FEp=E>E@AEP;E .E?E!@/E?E"p=E>E#4E8E$p=Ep5E%@/EP;E& .Ep5E'8EP2E( .EDE)@/E FE*6E JBSIMPLEX? requirements. .E .E .E .E .E .E .E4E?E HE FE8E 4E?E 6E?E 8E>E @AECIB3@33.DDLP@33@L>BSIMPLEX? 8. Ceiling heights: .E .E .E .E .E .E .E]EC .E .E`D ?E8E @/E8E 8E9E .ECE?E8E9ECE>E@AESE`B3@33<U.DHVDLP@33@ L>CSIMPLEX? 9. Joist hangers shall be 16 gauge type "U" as manufactured by Simpson Strong .E .E .E .E .E .E .E0fEC .E .E`D0E8E@AE>E .ECEp5E8E9E?E4E@AE .E@AECEp5E@/E@/E .E E GEDE!?E .E"[EpIE#[E .E$p5E@AE% .E6E&p5E8E' FE3E(p5Ep=E)>E FE*4E?E+P2E .E, E4E30E8E49EؒC3@33:R.D<DLP@33@ L>QCSIMPLEX? Ties Co. Install joist hangers in strict accordance with the manufacturer's .E .E .E .E .E .E .EB8E?E@AE .E`D0EC .E`D8E@AE>Ep5E@/E@/E .E0aE0E8E@AE>E .ECEp5E8E9E?E4E@AE .E8E8E .E@AE>E4E 8Ep=E!>E .E"p5Ep=E#p=E0E$4EP2E%p5E8E&p=E?E' .E/E(8E>E)CE .E*>ECE+?E .E,6Ep5E-8E FE.3Ep5E/p=E>E0 FE4E1?E4E2dE@AEXC3@33>Y.D#DLP@33@ L>FCSIMPLEX? specification. Use joist hangers for beams and joists which frame to beams at the .E .E .E .E .E .E .E@AEDE?Ep=E8E3E8Ep=Ep5E>E8E0E8EC .E .EpIE@AE?E .E0aE0E8E@AE>E .ECEp5E8E9E?E4E@AE .E3E0E4E .E E(@AE .E)/ECE*8Ep=E+CE .E,3E4E-p5E6E.?E .E/>E0E0 .E E .E5>ECE6?EC3@337M.Dx DLP@33@L>XCSIMPLEX? same elevation. Joist hangers shall be same size as member supported. .E .E .E .E .E .E .E@AE p5E6E?E .E?E@/E?E\Ep5E>E8E0E8EC .E .E`D0E8E@AE>E .ECEp5E8E9E?E4E@AE .E@AECEp5E@/E@/E .E E.?EP2E/CXC3@33>Y.DCLP@33@ L>TCSIMPLEX? 10. Brick lintels above openings shall be 5" x 3 1/2" x 1/4" steel angles with 8" .E .E .E .E .E .E .E.EpcEC .E .EpJE4E8Ep=E`TE .E@/E8E8E>E?E@/E@AE .Ep5E E?E.?E@/E/ .Ep5E08E9E1@/E?E2@AE .E3/E8E4>ECE5 .E]E6[ETC@3@33;T.D`yCLP@33@ L>eCSIMPLEX? minimum bearing each side unless noted or detailed otherwise on the drawings. .E .E .E .E .E .E .E6E8E8E8E6E FE6E .E E?E P2E .E!0E4E" .EP2E#?E>E$p5E8E%@/E?E&P2E .E'0E>E(CE?E)4E/E*8E@AE+?E .E,0E8E- .E>E.CE?E/ .EP2E04Ep5E1/E8E28E9E3@AEC|eC@3@33$.DCLP@33@L>CCSIMPLEX? 11. Opening Header Schedule: .E .E .E .E .E .E .E.E .EC .E .E BDE ?E8E 8E8E9E .E(B?Ep5EP2E?E4E .E?p=ECE?EP2E FE@/E?ESEC@3@33 .DCLP@33@L>BSIMPLEX? First Floor - (2) 2 x10's .E .E .E .E .E .E .EB 8E4E @AE>E .EB @/E0E 0E4E .EPUE .E0bELEbE .ELE .E@OE.EpcEdE@AEPB@3@+:.DCLP@33@L>MCSIMPLEX? Second Floor - (2) 2x 10's at 3'-0" - 6'-0" opening .E .E .E .E .E .E .E? ?Ep=E 0E8E P2E .EB@/E0E0E4E .EPUE .E0bELEbE .ELE@OE .E.EpcEdE@AE .Ep5E>E .E_EdEPUEpcE[E .EPUE .E ZEdEPUEpcE[E .E0E!DE?E"8E8E#8E9EMC@3@33.>.D`yCLP@33@L>^CSIMPLEX? (2) 2 x 6's at opening l than 3' -0". .E .E .E .E .E .E .E .E .E .E .E .E .E .E .E .E .E .E .E .E .E .E0bELEbE .ELE .E@OE .E ZEdE@AE .Ep5E>E .E0EDE?E8E8E8E9E .E@/E .E .E .E .E!>ECE"p5E8E# .E_E$dE .E%PUEpcE&[EC^C@3@33=W.DCLP@33@ L>%wCSIMPLEX? 12. Bored holes - 2" clear from top or bottom edge of joist, not larger than 1- .E .E .E .E .E .E .E.ELEC .E .EpJE0E4E?EP2E .ECE0E@/E?E@AE .EPUE .ELE[E .Ep=E@/E?Ep5E4E .E3E4E0E6E .E>E0EDE .E 0E4E! .E E#>E0E$6E .E%?EP2E&9E?E' .E0E(3E .E)0aE0E*8E@AE+>EP;E, .E8E-0E>E. .E@/E/p5E4E09E?E14E .E2>ECE3p5E8E4 .E.E5PUEvC@3@33)6.DCLP@33@L>?CSIMPLEX? 1/4" in diameter and not in the middle of span. .E .E .E .E .E .E .E.E UEPNE [E .E 8E8E .EP2E8Ep5E6E?E>E?E4E .Ep5E8EP2E .E8E0E>E .E8E8E .E>ECE?E .E6E8EP2EP2E@/E?E .E0E3E .E@AE DEp5E!8EC?C@3@338P.D`yCLP@33@L>JCSIMPLEX? 13. Strap all plates cut away for plumbing with 1-1/2" wide No. 24 gauge .E .E .E .E .E .E .E.E _EC .E .E?>E4Ep5EDE .Ep5E@/E@/E .EDE@/Ep5E>E?E@AE .Ep=E FE>E .Ep5E/Ep5E GE .E3E0E4E .EDE@/E FE6E E$CE .E%.EPUE&.EUE'LE[E( .E/E)8EP2E*?E .E+D0E,C .E-LEPNE. .E9E/p5E FE09E?EC@3@334H.D0FCLP@33@L>ByCSIMPLEX? galvanized straps 18" long, both sides of wall- spiked to plates. .E .E .E .E .E .E .E9E p5E@/E\Ep5E8E8ERE?EP2E .E@AE>E4Ep5EDE@AE .E.E]E[E .E@/E0E8E9EP;E .E ECE .E@AE8EP2E?E@AE .E 0E3E! .E/E"p5E@/E#@/EPUE$ .E@AE%DE8E&`TE?E'P2E .E(>E0E) .EDE*@/Ep5E+>E?E,@AECyC@3@33;T.D߾CLP@33@ L>}FCSIMPLEX? 14. Provide stud posts made up of multiple studs beneath end bearing of beam .E .E .E .E .E .E .E.EPNEC .E .ED4E0E\E8EP2E?E .E@AE>E FEP2E .EDE0E@AE>E@AE .E6Ep5EP2E?E .E FEDE .E0E3E .E6E FE @/E>E!8EDE"@/E?E# .E@AE$>E FE%P2E@AE& .E ECE* .E?E+8EP2E, .E CSIMPLEX? as shown on framing plan. Nail each stud to adjacent stud in the post with 16d .E .E .E .E .E .E .Ep5E@AE .E@AECE0E/E8E .E0E8E .E3E4Ep5E6E8E8E9E .EDE@/Ep5E8EC .E .EDp5E8E@/E .E?Ep5Ep=ECE .E @AE>E! FEP2E" .E>E#0E .E$p5EP2E%0aEp5E&p=E?E'8E>E( .E@AE)>E FE*P2E .E+8E8E, .E>E-CE?E. .EDE/0E@AE0>E .E1/E8E2>ECE3 .E.E4 ZEP2EC@3@33;T.D`yCLP@33@ L>>mCSIMPLEX? nails at 12" o.c. (on stud center line) and within 3" of each end. Cut studs .E .E .E .E .E .E .E8Ep5E8E@/E@AE .Ep5E>E .E.ELE[E .E0ECp=EC .E0bE0E8E .E@AE>E FEP2E .Ep=E?E8E>E?E4E .E@/E8E8E ?EbE! .Ep5E"8EP2E# .E/E$8E>E%CE8E&8E .E'_E[E( .E0E)3E .E*?Ep5E+p=ECE, .E?E-8EP2E.C .E/ .E`D0 FE>E1 .E@AE2>E FE3P2E@AE8tC@3@2E.D0FCLP@33@L>ݐvCSIMPLEX? carefully to insure full and complete bearing top and bottom.  .E .E .E .E .E .E .Ep=E p5E4E ?E3E FE@/E@/E GE .E>E0E .E8E8E@AE FE4E?E .E3E FE@/E@/E .Ep5E8EP2E .Ep=E0E6EDE@/E?E>E?E .E E#0EDE$ .Ep5E%8EP2E& .E E(>E0E)6EC* .EwC@3@33.Dx jDLP1A333AL>HCSIMPLEX? FRAMING GENERAL NOTES .E .E .E .E .E .E .EBBD 0hE`D DD .E .E DdB DdBBDD .E .EDBBdB?x^C:3A#,.DHPDLP@33@L>{(CSIMPLEX? Exterior Wall - 2X4 STUDS AT 16" OC. .E .E .E .E .E .E .EdB @OE>E ?E4E 8E0E 4E .EDp5E@/E@/E .EPUE .E .ELEPiEPNE .E?BpIE`D? .EDB .E.E ZE[E .EB`DC`(C3@03&.DNDLP@33@L>~ CSIMPLEX? First Floor Partitions - SAME .E .E .E .E .E .E .EB 8E4E @AE>E .EB @/E0E 0E4E .EDp5E4E>E8E>E8E0E8E@AE .EPUE .E .E .E?D0hEdB C3@%.DLDLP@33@L>; CSIMPLEX? Second Floor Partitions - SAME .E .E .E .E .E .E .E? ?Ep=E 0E8E P2E .E B@/E 0E0E4E .EDp5E4E>E8E>E8E0E8E@AE .EPUE .E?D0hEdB^ C3@ L(DէCLPG@43@L>G!@SIMPLEX?  .Ea@@3@6K&DbCLPG@43@L>lCSIMPLEX?16. Engineer for superstructure is not responsible for foundation design. .E ZE C .E .EdB 8E9E 8E8E?E?E4E .E3E0E4E .E@AE FEDE?E4E@AE>E4E FEp=E>E FE4E?E .E8E@AE .E8E0E>E .E4E?E@AEDE0E8E @AE8E! E8E)0E8E* .EP2E+?E@AE,8E9E-8EC. .EmC@3@33<U6;Dx/CLPG@43@ L>CSIMPLEX? foundation engineer must certify that foundation is designed to complement .E .E .E .E .E .E .E .E .E .E .E3E0E FE8EP2Ep5E>E8E0E8E .E?E8E9E8E8E?E?E4E .E6E FE@AE>E .Ep=E?E4E>E8E3E GE .E >ECE!p5E>E" .E3E#0E FE$8EP2E%p5E>E&8E0E'8E .E(8E@AE) .EP2E*?E@AE+8E9E,8E?E-P2E .E.>E0E/ .Ep=E00E6E1DE@/E2?E6E3?E8E4>EC@3@33%0DxJDLP@33@L>w5CSIMPLEX? Wet walls (TOILET) 2X6 AT 16" OC. .E .E .E .E .E .E .E .E D?E >E .E /Ep5E @/E@/E@AE .E .E0bEBB`DDdBBbE .E .E .E .E .E .E .ELEPiE ZE .EDB .E.E ZE[E .EB`DCH5C3@03$-p/DqCLPG@43@L>WCSIMPLEX?structure as framed to architect and the city@AE>E4E FEp=E>E FE4E ?E .E p5E@AE .E3E 4Ep5E6E?EP2E .E>E0E .Ep5E4Ep=ECE8E>E?Ep=E>E .Ep5E8EP2E .E>ECE?E .Ep=E8E>E GE@C@3@ؿ33 .Dx DLP@33@L>~6BSIMPLEX? Second Floor - 9' 0"  .E .E .E .E .E .E .E? ?Ep=E 0E8E P2E .E B@/E 0E0E4E .EPUE .E .E0fEdE .EpcE[E .E .E .E .EnB3@!.D DLP@33@L>WBSIMPLEX? First Floor - 10' 4 1/2" .E .E .E .E .E .E .EB 8E4E @AE>E .EB @/E0E 0E4E .EPUE .E .E .E.EpcEdE .EPNE .E.EUELE[EB3@,<&DɪCLPG@43@L>i;CSIMPLEX?15. Ceiling joists and 2nd floor joists to be #2 dense syp..EPEC .E .E`D ?E8E @/E8E 8E9E .E0aE0E8E@AE>E@AE .Ep5E8EP2E .ELE8EP2E .E3E@/E0E0E4E .E0aE0E8E@AE>E@AE .E>E0E .E Ve@?L>PBIDDeBD B3DDeBIDѴBVe@X? >Ve@?L>PID AD AD ADADAIDAIDAID ADAID AIDAHDAHDAHD0@HD0@ID0@ID0@IDAIDAHD0@HDAID0@D0@ID0@ID0@HD0@HD0@HD0ʜ@HD0ʜ@ID0ʜ@ID0ʜ@ID0@ID0@HD0ʜ@HD0@ID0ʜ@HDAHD AHD AID AID AIDAIDAHD AHDAID AD AID AID AHD AKDADAD AIDA$PDBXD7(BDD"BD;BU١Dm6B)DDOBD,JBDvcBbDD]BYkD5wB'DqB/DzBDBDBZBD! SCwD! 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