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SIMPSON U24 HANGER W/ loci <br />NAILS_ (FILL EVERY HOLE) 6 EA. END OF 2'x 6' HEADER <br />2 °x4` BOTTOM PLATE <br />`— 2'xfo' HEADER <br />SYSTEM 42 <br />Timis$ <br />' - 2XS NAILER W/6-106 NAILS <br />INTO FLOOD TRUSS OR <br />2' x 12' NAILER -a GIRDER <br />HEADEfR 5UPf=ORT O WALL 4 0 E <br />SCALE: NT6 <br />Ill" CDX PLYWOOD OR 1/$" O.S.B. <br />/-SHEATWIW-% W/ 8d 0 4" O/C BOUNDARIES, <br />/ 6" O/L^ EDGES, It 12" O/C 'FIELD. <br />(EXTEND SHEATHING: TO BOTTOM OF BOTTOM PLATE) <br />j�� 2x4 BLOCKING W/ (2)-10d TOE NAILS <br />NAILED SHEATHING W/ 8d -0 4" O/C / 6 EA- END 4 Q 45' AW- LE THROUGHOUT <br />" WALL LF-NGTH <br />ATTACH TRUSS TOP C <br />TO WALL W/ 4-166 NAILS "`---- <br />6 EA. STUD <br />(T) S N L6TAI5 <br />2x FRAME WALL 0 E H STUD <br />IHZJII ATTAC4411 x 8 S.Y.P. *2 <br />1+LOOR SYSTI=M/J011�ET W/ (1) *I STAGGfjiiD 1' LOO <br />24 C> G. MAX JOIST WEBS <br />1/2" #-IGW STRENGTH OR 5'e" CsYP.— <br />WB W/ 13is" DRYWALL NAILS OR <br />DRYWALL SCREWS 'I" O/C CEILING <br />E 8" O/C WALLS <br />2ND STO P" WALL 3TIRAF>FING <br />Ol/EfR FLOOR AKIN <br />SCALE: 1 /2 " =1' - 0 <br />FLOOR LOADING <br />TCLL <br />40 <br />TCDL <br />10 <br />DCDL <br />5 <br />TOTAL <br />55 <br />PRE-EW31NEERED WOOD TRUSS <br />0 24" O/C MAX. <br />0 <br />EXT. SHEATHING —\ <br />ATTACH TRUSS TOP CHOF <br />TO WALL W/ 4-16d NAILS <br />a EA. STUD <br />2x FRAME WALL — <br />FLOOR SYSTEM/JOINT <br />24" O.G. MAX <br />2x12 LEDGER W/ 6-10d 9 EA. WOOD <br />INTERSECTION 4 106 * 4" O.C. <br />SOTTOM CHORD <br />NAILED SHr=,4THINGs W/ SC16 4" O/C <br />PRE-ENGIN'CERI^D <br />/—GsIRDER TRUSS <br />SIMPSONI <br />6 3611 O c' <br />111122" f- lc-A4 STREfs eT" OR S/S" GYP: <br />U;5 W/ 1-3/S" DRYWALL NAILS OR <br />DRYWALL SCREWS I" O/C CEILINCs <br />4 8" O/C WALLS <br />2x4 BLOCKING W/ (2)-106 TOE NAILS <br />a EA. END 4 im 45' ANGLE THROUGHOUT <br />WALL LENGTA <br />2ND 5TO�� WALL STfRAFFINCi <br />SCALE: 1 /2 g = 1' — 011 <br />-� 1-611 151-011 <br />F <br />SCALE: 1/4' = 1'-0' <br />FLOOR FRAMING NOTES <br />(1) SfMP50N +-Ir✓- (T`f"P) <br />1 <br />0 <br />N <br />F- 2-404 <br />u- r901H �ND5 <br />--IN <br />N . <br />PRE-ENGINEERED WOOD TRi1SS <br />0 24" O/C MAX. <br />NOTE: 6I-IEAT4 4ED ALL EXTERIOR WALL AND SHEAR <br />WALLS W/ 1/2' PLYWOOD OR EQUAL USM THE <br />FOLLOWING NAILING PATTEfv'fi! : <br />-8d * 4' O.G, * BOUNDARIES <br />-ad 0 6' O.G. 6 EDGES <br />-Sd is 12' O.C. IN FIELD <br />PROVIDE 2x4 SOLID BLOCKING * ALL PLYWOOD <br />SEAMS. <br />SgONID PLLOCIR SorfQ=TUftAL NOTES <br />(3) 2x MT W JAM tn+0!!T 11I U a) "&* LSTAW 41 SA4P. <br />(2) 2m4 t". ULT LIP JACK I° MT !W lU 0"94M LOTASO * BASE. <br />(2) 24 WOP WAOM tW IX t°1.11 WOOD RJTC14 MAIL lV S"m&;N <br />WALL <br />LEGEND <br />nnru�riurrrrrrreiii�ri i <br />FA=-72 <br />FLOOR PLAN NOTES: <br />1, SEE SWEET SN2 FOR COMPONENT 4 CLADDING <br />DESIGN PRE55URE TABLE. <br />2, SEE SKEET SDWI 4 SDW2 FOR DOOR AND <br />WINDOW TABLES AND INSTALLATION INFOR'IATION. <br />3. ALL PLUIiPING, ELECTRICAL, AND MECHANICAL <br />ROUG14-INS MUST eE COMPLETE, INSPECTED, AND <br />APPROVED 5EFORE REQUE5TING THE FRAMING <br />INSPECTION (PER 1=5C 105.ro). <br />4. *-C)ENOTES EGRE55 WINDOW <br />I � <br />Sl � <br />.— — — — a _ _ e _ — — _... _--....,_..,.- _.,....._ .......,.. — _ — — --- — -.._ <br />1 <br />L OPTIONAL 4'-0" GARAGE EXTENSION <br />A.., i 0) ��� \ J i._.� it 1!' <br />KNEESPACE <br />SHEAR <br />'PENSION <br />=244* <br />ROOF FRAMING NOTES: <br />L SEE SWEET 551 FOR SHINGLE INFORMATION <br />AND INSTALLATION INSTRUCTIONS <br />SAMUEL A. GREENBERG, I- P.E.-3424�✓- <br />�-t THUY H. UYNH, P.E. 'Yo0122 <br />L,1 IRWIN J, i3EN50N, F'E. �49�58 <br />❑ ALI ABEBAS HAKIM, P.E. *56106 <br />TO THE MST OF THE EWsHiERS iCPi01L BXiE AND MLEF, M <br />STRUCTURAL RM AW SFECFICATM l Y WITH 4E <br />IR.00DA BUILDWs = SECTIOI°i Ib& FOR To MPA 3 SEmD <br />GUST, E)?0-%; 'S' I4RND DE (2001 EDITIM <br />TAIS DRd1UIWG AND DESIGN IS VALID FOR V W6 A7E2 T�E <br />DATE 15 66*D AND SEALED <br />SIGNED AND :PEALED FOR THE STRUG WAL PORTIGN OF TW15 <br />DRAI106 ONLY. <br />c�a <br />� � <br />L <br />OL <br />10 <br />e�gggg <br />X� <br />� <br />�o <br />W <br />Ulm <br />OLUL <br />� <br />nV1. <br />C: <br />W <br />x� <br />r, w <br />f <br />�44d <br />I <br />a <br />o <br />4 <br />S� <br />0 <br />5 <br />�& <br />ode <br />[c���i1Q <br />0 <br />@ <br />o <br />Q <br />DATE <br />SCALE <br />AS NOTED <br />DRAWN BY : <br />AUTOCAD FILE NAME <br />1771 <br />ENGINEER OF RECORD <br />DANGOO <br />r=NG3NEER9NG. P.A. <br />SHEET DESCRIPTION <br />UPPIER <br />FLC " U <br />/y��� <br />O <br />PLAN <br />J1 -'ra IA F 71F iid-- <br />