Laserfiche WebLink
1% <br />?,�jd. `P R1 A c-,e L3oA4jC:� <br />1� G..fT i; (T F� 1 . f '!�• bCou -Ar- G @ <br />H Gil c— N Q t�'3 <br />t(o Ole <br />S (M tPlD I! ""W1 O( Tye- <br />C•�( t ST f A16 l��` '7 RtIN -6 R6A*%� <br />WtPi (4) 16D 9411..s <br />Zac NO. <br />Eiji �. T� <br />ACT - I m c Jo is r Aiv o <br />COMMON TRU55 (CONV �`��- ,_,;�, <br />ZONALLY rRAMED) �`� �`�" Mkt- iG3C.2_ <br />NOT TO SCALE i <br />'iii <br />Ak- <br />244 port <br />I H tl f <br />CSIABLE TRU55 (CO FRAMED) <br />NOT TO SCALE <br />Lva_ n� <br />IY�NxNS /4 DaL. LvL'S NAft -IeD w Ntto Dco�MPJ <br />Jo tST •7YR <br />�e�.� �� � a 1 i�� S fO 0 Nit �s �Av.C,• �ll�i' <br />ct:tour3u x P. r, <br />z "c. "JoIS-r <br />N #ro <br />1 4"o,r, P -LA-YV W1 <br />( 2) IOd COMM TYP. <br />2X4 BLOCKING AT 46 O.G. FOR Thy <br />FIRST 4 BAYS ATTACH WITH (2) Il ad <br />TOENAILS EACH END TYPIGAVL <br />2X4 GR056 BRAGIN6 AT M06S AND 16' <br />O.G. MAX ALIGN NTH BLOC INib II �IA B q O.G. <br />RO RIAC RAM NAILING SGNC-UULS - 130 <br />ON" END <br />2X4 BLOCKIN& AT 46" O.G. FOR THa (1 <br />FIRST 4 DAYS ATTACH WITH (2) Ifrd <br />NAILS EACH END Tt1P <br />5/6' OR V2' H.S. GYPSUM BOARD <br />FASTENED WITH 6d COOLER NAILS OR 1 <br />i 1/4' DRYWALL SCREWS FOR FIRST 4 <br />BAYS AT 4 O.G. TYP. 2X4 ABOYE BLOGKINO <br />WITH IOd-S' O.G. WITH <br />5-I&d NAILS AT GABLB <br />END B.G. <br />rek 0 <br />2'x4 OUTLOOKS R AT 24'0.G, <br />51r -fSON HIO OR (2) HS AT EACH <br />OUTI OOKER <br />V2' GDX PLYWOOD OR '1/16 OSB <br />° TiNO ATTACHED WITH 6d NAILS AT 4' <br />O.G. EDGES AND 6' O.G. FIELD <br />16d NAILS AT 5' O.G. THROUGH CHORD <br />INTO 2'X6' P.T. PLATE <br />MOISTURE BARRIER <br />SIMPSON HSTA20 AT <br />APPLIED TO EXTERIOR FAGS INTO <br />SOLID Vaale R <br />2'x6' P.T. PLATE <br />V2'cPX&' J -BOLTS AT 46' O,G. AND AT ---� <br />ENDS MTH 2'0 WASHERS <br />55GTION 3 <br />5CALE: 1 /2 11 w I1 -011 p.. <br />CONNECTIONS: <br />• <br />A 5 and E, I NO. <br />24'110 STATE JebAn 54 <br />23010 LITTLE H ARBOR WAY <br />LUTZ, FLORIDA 3355q KATY, TEXAS '1'1484 <br />FLORIDA ENGINEERING LICENSE CA <br />PHONE: I- 813 -1q46 -2812 FHON3: I 28i)'- 34'1' -800`1 <br />FAX: 1- {813) -14q -2016 FAX: 14260-541-000& <br />THESE DRAAIN65 ARE AN INSTRUMENT OF SERVICE: BY A 5 and E:, IPIG. USE OF THESE PLANS, REPRODUCTIONS <br />OF THESE PLAN5, BE IT WHOLE OR IN PART, FOR ANY PUR:PO--e-, IS PROHIEITEO UNLESS MITTEN PERMISSEON 15 <br />GRANTED BY AN OFFICER OF A S curd E:, INC. <br />MA50NKY TO MOOD TfuSSES - SIMPSON <br />H@TA20, UNLESS NOTED. <br />WOOD TO WOOD TRUSSES - SIMPSON HIO, <br />UNLESS NOTED. <br />R05r:RT K WALL, P,�. <br />License No.: 4602, <br />IT 19 THE OPINION OP THE ENGINEER THAT T +g <br />DEVON CONTAINED WITHIN THE51: PLANS AND <br />IFI4,ATION5 WA5 PERFORMED IN <br />A"RDAN4E WITH FLORIDA BUILDING COCA <br />(2009 EDITION WITH 2004 9VPPLEMM4T) <br />5EGTION 1604, THE WIND VVVCU4 A" <br />CoNWGTE'O UN" A5C$ 9-05. <br />THE ENGINEERS SEAL PERTAINS ONLY TO THE <br />STRVCTVRAL PORTION OP THIS 58T 01 DE51GN <br />DRAWINGS AND 15 ONLY VALID FOR 12 MONIIHS <br />AFTER " DATE IT IS St45NED AND SEALED'. <br />FILLED K,O. LAYER <br />W (I) + R OAR GONT. <br />UPLIFT CONNECTIONS PROVIDED PER 54MPSCN STRONG-TIE <br />CATALOG K "MR G2009 AND T- ANCHOR SPED. <br />(NOTI! , 0ATALO6 TO $0 VSED FOR CONNECTIONS, <br />SPECIFICATIONS, AND INSTALLATION Its CONNECTORS ARE <br />SU95TITUTW. INFORM ARCHITECTURAL SERVICES AND <br />EN6INEERIN6, INC. FOR VERIFICATION AND APPROVAL) <br />T ION <br />SCALE. '/4 �1 Q APPROVEOBY: <br />DRAWN BY <br />DATE: 01 /4112.0i I I REVISED <br />DRAWING NUMBER <br />0 <br />"' END <br />F +� ad R1NCG SHAN< OR IOd COMMON NAILS ATA' O,G. <br />�� AT GABLE ENDWALL OR 6ABL,@ TF�,�' ® ` O.G. <br />4' O,G. AT 6AaLE ENDWAU- OR 6AML' <br />L� 6d COlrN1pN NAILS AT 6' O.G. <br />