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>@@@L>PBDRXLDݟXDygD@@? >@@@L>PaD8D8D8DxDxaDxaDxaD8D8D8D8DDDDD8DD8D8DD8aDxaD8Dx $DN<DaD8>D8D8d(D8D8[d@p}@SIMPLEX22 [D8[d@p}@SIMPLEXXX D8[d@p}@SIMPLEX666 BZDHr;D̩ZDHrDa@@? >@@@L>P@Dh[d@p}@SIMPLEX22 UDh[d@p}@SIMPLEXXX  Dh[d@p}@SIMPLEX44c BjTDĒ>DDĒjTD:@@? >@@@L>PMDFP43SA@AITALICSTTUDFP43SA@AITALICSYYECDFP43SA@AITALICSPPcDFP43SA@AITALICSIIl及DFP43SA@AITALICSCCK6DFP43SA@AITALICSAA܍DFP43SA@AITALICSLLDFP43SA@AITALICS  })DFP43SA@AITALICSAAϒDFP43SA@AITALICSTTUIvDFP43SA@AITALICSTTUDFP43SA@AITALICSIIl×DFP43SA@AITALICSCC{iDFP43SA@AITALICS  DFP43SA@AITALICSFFGDFP43SA@AITALICSRR\DFP43SA@AITALICSAADFP43SA@AITALICSMMyDFP43SA@AITALICSIIlODFP43SA@AITALICSIIlEDFP43SA@AITALICSNNDFP43SA@AITALICSGG+D+_&D+DFP43@@ITALICS33DFP43@@ITALICS// øDFP43@@ITALICS88@DFP43@@ITALICS"">siDFP43@@ITALICS  \mD_L\kID_L\kID_LHD_L\kID_KHD_K IiDG4p@@BSIMPLEX   IiDGtn@@BSIMPLEX22  IiDGl@@BSIMPLEXXX  IiDGtg@@BSIMPLEX   IiDGe@@BSIMPLEXCC IiDGc@@BSIMPLEXLLb  IiDG4b@@BSIMPLEXGG  IiDGt`@@BSIMPLEX..F  IiDG^@@BSIMPLEX   IiDG\@@BSIMPLEXJJ# IiDG4[@@BSIMPLEXSS  IiDGtY@@BSIMPLEXTT  IiDGW@@BSIMPLEXSS  IiDGU@@BSIMPLEX..F  IiDG4T@@BSIMPLEX   NeDrp0dD o NeDrpn]gD o jLCd@@BSIMPLEX((  jLCȰ@@BSIMPLEX22  jLC0@@BSIMPLEXXX  jLCȰ@@BSIMPLEX88p  jLC0@@BSIMPLEX))  @"Dd@@BSIMPLEX((  @"DȰ@@BSIMPLEX22  @"D0@@BSIMPLEXXX  @"DȰ@@BSIMPLEX88p  @"D0@@BSIMPLEX))  D};@@SIMPLEX((  D};@@SIMPLEX22  jD};@@SIMPLEXXX  * D};@@SIMPLEX88p   D};@@SIMPLEX))  CgCS 4{Dg4{DS CgDgC7SC7SC7SCcCDCD7CD7D7 6>C6>C 6>C!C 6>CJC 6>C+C 6>CJC C@@BSIMPLEX22  C@@BSIMPLEXXX  C@@BSIMPLEX88p  Cҫ@@BSIMPLEX   C+@@BSIMPLEXAA Cҫ@@BSIMPLEXTT  C+@@BSIMPLEX   Cҫ@@BSIMPLEX11*  C+@@BSIMPLEX666  Cҫ@@BSIMPLEX""S  C+@@BSIMPLEXOOn  Cҫ@@BSIMPLEXCC $D$D $DD $D. D $DD $D. D D@@BSIMPLEX22  D@@BSIMPLEXXX  D@@BSIMPLEX88p  Dҫ@@BSIMPLEX   D+@@BSIMPLEXAA Dҫ@@BSIMPLEXTT  D+@@BSIMPLEX   Dҫ@@BSIMPLEX11*  D+@@BSIMPLEX666  Dҫ@@BSIMPLEX""S  D+@@BSIMPLEXOOn  Dҫ@@BSIMPLEXCC *D};@@SIMPLEX44c ;T/rDLP@33@ L>n=CSIMPLEX? 1. All wood framing, fabrication, and erection shall conform to the National +E +E +E +E +E +E +E2E`DE +E +EEzEzE +E`{EP]EP]E|E +E}E~EExEExEEE +E}EE(E~EEЃEE`EEP]ExEE +EExE |E +E!E~E"EЃE#`EE$P]ExE% +EE&EE'zEzE( +EЃE)P]ExE*}EP]E+~ExE, +E`E-P]E +E.`EE/E +E0=EE1`EE2P]ExE3EzE(=C@3@33:Q/rD0HLP@33@ L>kXCSIMPLEX? Design specification for Wood Construction by the NFPA, the Plywood Design +E +E +E +E +E +E +E@AEEEEExE +EEEEЃEE}EEЃEE`EEP]ExE +E}EP]E~E +Ep!EP]EP]E|E +E EP]ExEE`E~E(E ЃE`E!EP]E"xE +E#(EE$ +E`E%EE& +E=E'6EMƏCSIMPLEX? Specification by the APA and meet the requirements below. Unless noted +E +E +E +E +E +E +E@E EEЃEE}EEЃEE`EEP]ExE +E(EE +E`EEE +EE< CSIMPLEX? otherwise, all wood connections shall be in accordance with the fastening +E +E +E +E +E +E +EP]E `EEE~E`{EEEEE +EEzEzE +E`{EP]EP]E|E +EЃEP]ExExEEЃE`EEP]ExEE +EEEEzEzE +E(E E +E!ExE" +EE#ЃEЃE$P]E~E%|EE&xEЃE'E +E(`{EE)`EE* +E`E+EE, +E}E-EE.`EE/xEE0xEE$ C@3@33<V/rDLP@33@ L>ΚCSIMPLEX? schedule of the Standard Building Code. All lumber in contact with concrete or +E +E +E +E +E +E +EEЃEEE|E(EzEE +EP]E}E +E`EEE +E@E`EExE|EE~E|E +EE(EEzE|EExEE +E EP]E|E E`DE! +E +E"EzE#zE +E$zE(E%xE(E&E~E' +EE(xE +E)ЃEP]E*xE`E+EЃE,`E +E-`{EE.`EE/ +EЃE0P]ExE1ЃE~E2E`E3E +E4P]E~EtΚC@3@33 /rDLP@33@L>BSIMPLEX? masonry shall be treated. +E +E +E +E +E +E +ExE EE P]ExE ~EE +EE EEzEzE +E(EE +E`E~EEE`EE|E`DEB@3@338O/rD`{LP@33@L>CSIMPLEX? 2. All framing lumber shall be Southern Yellow Pine, S4S, No. 2 maximum +E +E +E +E +E +E +E0E `DE +E +EEzEzE +E}E~EExEExEE +EzE(ExE(EE~E +EEEEzEzE +E(EE +E@EP]E(E`EEE~E xE +E!pCEE"zEzE#P]E`{E$ +E|ČCSIMPLEX? moisture content 15%. Stud walls and partitions shall be sized as follows: +E +E +E +E +E +E +ExEP]EEE`E(E~EE +EЃEP]ExE`EExE`E +E2E?E0E`DE +E +E@E`E(E|E +E`{EEzEzEE +EExE|E +EE!E~E"`EE#`EE$P]ExE%E +E&EE'EzE(zE +E)(EE* +EE+EȊE,E|E- +EE.E +E/}EP]E0zEzE1P]E`{E2E@E@ČC@3@338P/rDLP@33@L>ʌCSIMPLEX? Block all stud walls at mid-height. Ramset bottom plate of stud walls to +E +E +E +E +E +E +EE zEP]EЃEE +EEzEzE +EE`E(E|E +E`{EEzEzEE +EE`E +ExEE|EEEEEEE`E`DE +E +E"EE xEE!E`E" +E(E#P]E`E$`EP]E%xE +E&EzE'E`E(E +E)P]E}E* +EE+`E(E,|E +E-`{EE.zEzE/E +E0`EP]ELӌC3@33=X/rDLP@33@ L>CSIMPLEX? concrete with 1/4# ramsets @ 16" o.c. Provide 1/2" dia. x 12" steel anchor bolts +E +E +E +E +E +E +EЃEP]ExEЃE~EE`EE +E`{EE`EE +E2E;E0VE>E +E~EExEEE`EE +E`E +E2E`3E05E +EP]E`DEЃE`DE +E +E!~CSIMPLEX? @ 48" o.c. embedded a min. of 8" in concrete with 1 1-1/2" hook. +E +E +E +E +E +E +E`E +E0VE7E05E +EP]E`DEЃE`DE +EExE(EE|E|EE|E +EE +ExEExE`DE +EP]E}E +E7E05E +EExE +EЃEP]ExE ЃE~E!E`E"E +E#`{EE$`EE% +E2E& +E2E'E2E(;E0E)05E +E*EP]E+P]EE,`DE~C3@03@[/rDLP@33@ L>єCSIMPLEX? 3. Floor, attic, and roof framing shall be of sizes as indicated on framing plans. +E +E +E +E +E +E +E`E`DE +E +E6EzEP]EP]E~EE +EE`E`EEЃEE +EExE|E +E~EP]EP]E}E +E}E~EExEExEE +E EE!EzE"zE +E#(EE$ +EP]E%}E +E&EE'ȊEE(E +E)EE* +EE+xE|E,EЃE-E`E.E|E/ +EP]E0xE +E1}E~E2ExE3ExE4E +E5EzE6ExE7E`DE8 +E"C3@33:Q/rD LP@33@ L>}CSIMPLEX? Provide wood cross bridging where indicated on drawings or when joist span +E +E +E +E +E +E +E*CSIMPLEX? exceeds eight (8) studs at beam bearing points below double top plate (see +E +E +E +E +E +E +EEЉEЃEEE|EE +EEEEE`E +E^E7EP_E +EE`E(E|EE +EE`E +E(EEExE +E(EEE~EE xEE! +EE"P]EE#xE`E$E +E%(EE&zEP]E'`{E +E(|EP]E)(E(E*zEE+ +E`E,P]EE- +EE.zEE/`EE0 +E^E1EE2EH*C3@33;S/rD=LP@33@ L>(PCSIMPLEX? Framing Note #14). Provide wood color braces at each roof rafter 24 " below +E +E +E +E +E +E +E6E~EExEExEE +E=EP]E`EE +E>E2E0VEP_E`DE +E +EýBSIMPLEX? crown of roof. +E +E +E +E +E +E +EЃE~EP]E `{ExE +EP]E }E +E ~EP]E P]E}E`DEB3@038P/rDLP@33@L>fCSIMPLEX? 4. Plywood Subflooring - APA rated 48/24, 3/4" thick tongue and groove. +E +E +E +E +E +E +E0VE `DE +E +EZ/rDLP@33@ L>CSIMPLEX? Glued and nailed to floor joists with 8d nails spaced at 6" o.c. at panel edges and +E +E +E +E +E +E +E9EzE(EE|E +EExE|E +ExEEEzEE|E +E`EP]E +E}EzEP]EP]E~E +EEP]EEE`EE +E`{EE`EE +E7E!|E +E"xEE#EzE$E +E%EE&EЃE'E|E( +EE)`E +E*`3E05E+ +EP]E,`DEЃE-`DE +E.E`E/ +EE0ExE1EzE2 +EE3|EE4EE5 +EE6xE|EЂC3@33$/rDLP@33@L>BSIMPLEX? 12" at intermediate supports. +E +E +E +E +E +E +E2E 0E05E +EE `E +E ExE `EE~ExEE|EEE`EE +EE(EEEP]E~E`EE`DEB3@33<V/rD#LP@33@ L>zMCSIMPLEX? 5. Plywood Roofing - APA rated 24/0, 5/8" thick. Nail with 8d nails spaced at +E +E +E +E +E +E +E?E`DE +E +E͛CSIMPLEX? 6" o.c. at intermediate supports. Provide plyclips at unsupported edges between +E +E +E +E +E +E +E`3E05E +EP]E`DEЃE`DE +EE`E +EExE`EE~ExEE|EEE`EE +EE(EEEP]E~E`EE`DE +E +EEBSIMPLEX? roof joists. +E +E +E +E +E +E +E~EP]EP]E}E +E EP]E EE `EE `DEEB3@33;S/rDPW,LP@33@ L>pΗCSIMPLEX? 6. Wind Bracing - Provide AAPA rated 4' x 8' x 1/2" plywood on all exterior +E +E +E +E +E +E +E`3E`DE +E +Ep!EExE|E +EE~EEЃEExEE +EE +ECSIMPLEX? wall corners and a maximum of 25ft. on center along exterior walls from slab to +E +E +E +E +E +E +E`{EEzEzE +EЃEP]E~ExEE~EE +EExE|E +EE +ExEEЉEExE(ExE +EP]E}E +E0E?E}E`E`DE +EP]E xE +E!ЃEE"xE`E#E~E$ +EE%zEP]E&xEE' +EE(ЉE`E)E~E*EP]E+~E +E,`{EE-zEzE.E +E/}E~E0P]ExE1 +EE2zEE3(E +E4`EP]EC3@33=X/rD0LP@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(ExE|EE~EEE|EE +EP]E}E +E~EE}E`EE~EE`DE +E +E=EEEzE +EEzEE`{EP]EP]E|E +EE |EE!EE" +E`{E#E`E$E +E%7E|E& +ExE'EE(zEE) +EE*`E +E+0VE05E, +EP]E-`DEЃE.`DE +E/E`E0 +EE1ExE2EzE3 +EE4|EE5EE\xC3@33>Y/rD2LP@33@ L>uCSIMPLEX? and 12" o.c. at intermediate supports. Provide solid blocking at all panel edges. +E +E +E +E +E +E +EExE|E +E2E0E05E +EP]E`DEЃE`DE +EE`E +EExE`EE~ExEE|EEE`EE +EE(EEEP]E~E`EE `DE +E! +EX}CSIMPLEX? 7. Coordinate framing with HVAC ducts, electrical, and plumbing +E +E +E +E +E +E +E؎E `DE +E +E EP]EP]E~E|EExEE`EE +E}E~EExEExEE +E`{EE`EE +EPE@EE E +E|E(EЃE`EEE +EE!zEE"ЃE`E#~EE$ЃEE%zEE& +EE'xE|E( +EE)zE(E*xE(E+ExE,E8}C3@33/rD8LP@33@L>JBSIMPLEX? requirements. +E +E +E +E +E +E +E~EE(E(EE ~EE xEE xE`E E`DEIB3@33/rD$=LP@33@L>BSIMPLEX? 8. Ceiling heights: +E +E +E +E +E +E +E7E`DE +E +E E EE zEE xEE +EEEEEE`EE@E`B3@33<U/rDELP@33@ L>CSIMPLEX? 9. Joist hangers shall be 16 gauge type "U" as manufactured by Simpson Strong +E +E +E +E +E +E +EYE`DE +E +E0bEP]EEE`E +EEExEEE~EE +EEEEzEzE +E(EE +E2E`3E +EEE(EEE +E`E EE!E +E"05E_E#05E +E$EE% +ExE&ExE'(E}E(EЃE)`E(E*~EE+|E +E,(EE- +E@E.ExE/EE0P]ExE1 +E@E2`E~E3P]ExE4EؒC3@33:R/rDGLP@33@ L>QCSIMPLEX? Ties Co. Install joist hangers in strict accordance with the manufacturer's +E +E +E +E +E +E +EEEEE +E EP]E`DE +E`9ExEE`EEzEzE +EEP]EEE`E +EEExEEE~EE +EExE +EE`E~E EЃE!`E +E"EЃE#ЃEP]E$~E|E%ExE&ЃEE' +E`{E(E`E)E +E*`EE+E +E,xEE-xE(E.}EE/ЃE`E0(E~E1E~E2EEXC3@33>Y/rDILP@33@ L>FCSIMPLEX? specification. Use joist hangers for beams and joists which frame to beams at the +E +E +E +E +E +E +EEEEЃEE}EEЃEE`EEP]ExE`DE +E +E_EEE +EEP]EEE`E +EEExEEE~EE +E}EP]E~E +E(E!EE"xEE# +EE$xE|E% +EE&P]EE'E`E(E +E)`{EE*EЃE+E +E,}E~E-ExE.E +E/`EP]E0 +E(E1EE2xEE3 +EE4`E +E5`EE6EC3@337M/rDPKLP@33@L>XCSIMPLEX? same elevation. Joist hangers shall be same size as member supported. +E +E +E +E +E +E +EE ExEE +EEzEEEE`EEP]ExE`DE +E +E0bEP]EEE`E +EEExEEE~EE +EEEEzEzE +E(EE +EE!ExE"E +E#EE$ȊEE% +EE&E +E'xEE(xE(E)E~E* +EE+(EE,EP]E-~E`E.E|E/`DEXC3@33>Y/rD PLP@33@ L>TCSIMPLEX? 10. Brick lintels above openings shall be 5" x 3 1/2" x 1/4" steel angles with 8" +E +E +E +E +E +E +E2E[E`DE +E +EE~EEЃEE +EzEExE`EEzEE +EE(EP]EEE +EP]EEExEExEEE +EEEE zEzE! +E(E"E +E#?E05E$ +EЉE% +E`E& +E2E';E0E(05E +E)ЉE +E*2E;E+0VE05E, +EE-`EE.EzE/ +EE0xEE1zEE2E +E3`{EE4`EE5 +E7E605ETC3@33;T/rD$RLP@33@ L>eCSIMPLEX? minimum bearing each side unless noted or detailed otherwise on the drawings. +E +E +E +E +E +E +ExEExEExE(ExE +E(EEE~EExEE +EEEЃEE +EEE|EE +E(ExEzEEEE +ExEP]E`EE |E +E!P]E~E" +E|E#E`E$EE%zEE&|E +E'P]E`E(EE)~E`{E*EE+E +E,P]ExE- +E`E.EE/ +E|E0~EE1`{EE2xEE3E`DE|eC3@33$/rDPWVLP@33@L>CCSIMPLEX? 11. Opening Header Schedule: +E +E +E +E +E +E +E2E 2E`DE +E +E EE ExE ExEE +EPEEE|EE~E +E@EЃEEE|E(EzEE@EC3@33 /rDpXLP@33@L>BSIMPLEX? First Floor - (2) 2 x10's +E +E +E +E +E +E +E6E E~E E`E +E6E zEP]E P]E~E +EE +E^E0EP_E +E0E +EЉE2E[EEEPB3@+:/rDZLP@33@L>MCSIMPLEX? Second Floor - (2) 2x 10's at 3'-0" - 6'-0" opening +E +E +E +E +E +E +E@E EЃE P]ExE |E +E6EzEP]EP]E~E +EE +E^E0EP_E +E0EЉE +E2E[EEE +EE`E +E`EEE05E +EE +E`3EEE[E05E +EP]E!EE"xEE#xEEMC3@33.>/rD\LP@33@L>^CSIMPLEX? (2) 2 x 6's at opening l than 3' -0". +E +E +E +E +E +E +E +E +E +E +E +E +E +E +E +E +E +E +E +E +E +E^E0EP_E +E0E +EЉE +E`3EEE +EE`E +EP]EEExEExEE +EzE +E +E +E +E!`EE"ExE# +E`E$E +E%E[E&05E`DE^C3@33=W/rDP`LP@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 +E2E0E`DE +E +EEP]E~EE|E +EEP]EzEEE +EE +E0E05E +EЃEzEEE~E +E}E~EP]ExE +E`EP]EE +E P]E~E! +E(E"P]E`E#`EP]E$xE +E%E|E&EE' +EP]E(}E +E)EP]E*EE+`EE, +ExE-P]E`E. +EzE/E~E0EE1~E +E2`EE3ExE4 +E2E5EvC3@33)6/rDbLP@33@L>?CSIMPLEX? 1/4" in diameter and not in the middle of span. +E +E +E +E +E +E +E2E ;E0VE 05E +E ExE +E|EEExEE`EE~E +EExE|E +ExEP]E`E +EExE +E`EEE +ExEE|E|EzEE +EP]E}E +EE EE!xE`DE?C3@338P/rD$gLP@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 +E2E `E`DE +E +E@E`E~EEE +EEzEzE +EEzEE`EEE +EЃE(E`E +EE`{EEE +E}EP]E~E +EEzE(ExE (EE!xEE" +E`{E#E`E$E +E%2EE&2E;E'0E05E( +E`{E)E|E*E +E+=EP]E,`DE +E-0E0VE. +EE/E(E0EEC3@334H/rD=iLP@33@L>ByCSIMPLEX? galvanized straps 18" long, both sides of wall- spiked to plates. +E +E +E +E +E +E +EE EzEEExEEȊEE|E +EE`E~EEEE +E2E7E05E +EzEP]ExEEE +E(EP]E`EE +EEE|EEE +E P]E}E! +E`{E"EzE#zEE$ +EE%EE&EE'|E +E(`EP]E) +EE*zEE+`EE,E`DEyC3@33;T/rDpmLP@33@ L>}FCSIMPLEX? 14. Provide stud posts made up of multiple studs beneath end bearing of beam +E +E +E +E +E +E +E2E0VE`DE +E +ECSIMPLEX? as shown on framing plan. Nail each stud to adjacent stud in the post with 16d +E +E +E +E +E +E +EEE +EEEP]E`{ExE +EP]ExE +E}E~EExEExEE +EEzEExE`DE +E +E=EEEzE +EEEЃEE +E E`E!(E|E" +E`E#P]E +E$E|E%EE&ЃEE'xE`E( +EE)`E(E*|E +E+ExE, +E`E-EE. +EE/P]EE0`E +E1`{EE2`EE3 +E2E4`3E|EC3@33;T/rDqLP@33@ L>>mCSIMPLEX? nails at 12" o.c. (on stud center line) and within 3" of each end. Cut studs +E +E +E +E +E +E +ExEEEzEE +EE`E +E2E0E05E +EP]E`DEЃE`DE +E^EP]ExE +EE`E(E|E +EЃEExE`EE~E +EzEExE EP_E! +EE"xE|E# +E`{E$E`E%EE&xE +E'`E05E( +EP]E)}E +E*EE+ЃEE, +EE-xE|E.`DE +E/ +E E0(E`E1 +EE2`E(E3|EE8tC3@2E/rDsLP@33@L>ݐvCSIMPLEX? carefully to insure full and complete bearing top and bottom.  +E +E +E +E +E +E +EЃE E~E E}E(EzEzEE +E`EP]E +EExEE(E~EE +E}E(EzEzE +EExE|E +EЃEP]ExEEzEE`EE +E(EEE ~EE!xEE" +E`E#P]EE$ +EE%xE|E& +E(E'P]E`E(`EP]E)xE`DE* +EwC3@33/rDLP1A333AL>HCSIMPLEX? FRAMING GENERAL NOTES +E +E +E +E +E +E +E6E"EE 0cE`9E =E9E +E +E 9EE =EE"EE E +E +E=EEEE@Ex^C :3Aܺ#,/rDLP@33@L>{(CSIMPLEX? Exterior Wall - 2X4 STUDS AT 16" OC. +E +E +E +E +E +E +EE ЉE`E E~E EP]E ~E +Ep!EEzEzE +EE +E +E0E1E0VE +E@EE_E@AE@E +EEE +E2E`3E05E +EE E`DE`(C3@03&/rD0HLP@33@L>~ CSIMPLEX? First Floor Partitions - SAME +E +E +E +E +E +E +E6E E~E E`E +E6E zEP]E P]E~E +E; CSIMPLEX? Second Floor Partitions - SAME +E +E +E +E +E +E +E@E EЃE P]ExE |E +E 6EzE P]EP]E~E +EG!@SIMPLEX?  +Ea@3@6K'Dp{LPG@43@L>lCSIMPLEX?16. Engineer for superstructure is not responsible for foundation design. 2E`3E `DE +E +EE xEE ExEEE~E +E}EP]E~E +EE(EEE~EE`E~E(EЃE`E(E~EE +EEE +ExEP]E`E +E~EEEEP]ExE EE!(EzE"E +E#}EP]E$~E +E%}EP]E&(ExE'|EE(`EE)P]ExE* +E|E+EE,EE-xE`DE. +EmC3@43<U7D }LPG@43@ L>CSIMPLEX? foundation engineer must certify that foundation is designed to complement +E +E +E +E +E +E +E +E +E +E +E}EP]E(ExE|EE`EEP]ExE +EExEEExEEE~E +ExE(EE`E +EЃEE~E`EE}EE +E `EE!E`E" +E}E#P]E(E$xE|E%E`E&EP]E'xE +E(EE) +E|E*EE+EE,xEE-|E +E.`EP]E/ +EЃE0P]ExE1EzE2ExE3ExE4`EC3@43%0ޞDPWLP@33@L>w5CSIMPLEX? 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