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FLOOR DECK <br />mv3..H, H <br />S4 <br />2X6 PT TERMINATION <br />20 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W1 (3)16d COMMON Wl (6) 3/16"* x 4 TAPCONS <br />NAILS PROVIDE 2-TRUSS LAP <br />SPLICE LOCATED EITHER TOP OR <br />BOTTOM OF FLOOR TRUSS, <br />TYP CALLY 10'-0" BUT REFER TO <br />TRUSS ENGINEERING <br />2X4 STRONGBACK, <br />FLOOR BRACING <br />�,����SCAUE <br />SIMPSON H6 W/ <br />(8)8d COMMON NAILS <br />S MPSON 146 W/ (8) Sd EACH END IN STUDS <br />CIOMMON NAILS, EACH <br />END EVERY STUD OR ON Ar— <br />EACH END OF "BUNDLE" <br />OFSTUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />I T <br />SIMPSON SPH4/SPH6 STM. -j <br />FLOOR TRUSS OR PLATE STRAPS Wl I Dd x 1 <br />GIRDERTRUSS 1/7 HOG NAILS <br />WALL FLOOR FRAMING, <br />(',�TRU.SS. PARALLEL TO WALL <br />SCALE: 3/4"=V-0' <br />DSL PT 2x6 BLJCNG BETWEEN <br />TRUSSES W/ 10d 0 Y O.0 IST PLY <br />INTO LEDGER AND 1 Od @ V' O.C. <br />STAGGERED UPPER PLY INTO 2X6 <br />BELOW <br />8" CMU WALL <br />AL L <br />R P <br />REINF PER PLAN <br />LAN <br />V TION <br />PER ELEVATION -L <br />Tt R <br />0 <br />2 �_ <br />PERELEVATION -az <br />V <br />llyj <br />STOP <br />W FIRE -STOP <br />I <br />4 <br />8 <br />#8 WOOD SCREWS <br />W 0 0 D SC R W <br />N 0 <br />L @ 3"O.C.; <br />x 2 0 G @ 3 <br />x 2" L014G <br />A G F F <br />STAGGEf 0 <br />S T E RE" <br />T <br />3' '"'PG <br />C E E R LINE 0 F F <br />CENTERLINE OFF 2x6; <br />N <br />3/4"AS SHOWN <br />AS S HOW N <br />*' 4 0 <br />SIMPSON A23 <br />S M S N A2� 3L <br />T U <br />EA. TRUSS <br />EA R <br />NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />p I <br />PRE_ <br />FLOOR TRUSSES (SEE <br />. UL RAMING PLAN) <br />F <br />DGER <br />DBL2X LEDGER F <br />SEE SC�HEDUUE <br />TIO <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />r,_"�ON EXTERIOR WALL <br />�,��E: 3W=1'-T <br />#8 WOOD SCREWS x 2" <br />LONG @ 3"O.C.; <br />STAGGERED <br />ASSHOWN <br />DBL 2X8 LEDGER <br />To CMU W/ 1/2" EXP. BOLT <br />A T 6 A <br />S"CMUWALL AT 16"O.C. AND 8!'FROM <br />Wm IN <br />END W/ MIN 5-1/7EMSED. <br />No <br />REINF PER PLAN <br />AN E <br />LOO <br />F - RD� K <br />EC <br />PERELEVATION FLOOR DEC . K <br />0 1 <br />NAILING PATTERN <br />0 <br />0 <br />PER ELEVATION jej id-24 <br />ZIA RE_NGNEE <br />li 24" PRE-ENGINEERED WOOD <br />21 P <br />NG F R Ru <br />2x4F.l. FLOOR TRUSSES (SEE <br />LOD T <br />NAILER Wl FRAMING PLAN) <br />I P LA <br />MASONRY NAILS <br />LS <br />0 12- O.C. <br />I X2 FIRE -STOP CTIO <br />SECTION DETAIL <br />AT TRUSSES PARALLEL <br />---)TO EXTERIOR WALL <br />(—A <br />3/4"=I'-(r <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLICNG BETWEEN <br />2x4 BLOCKING BETWEEN TRUSSES <br />TRUSSES Wl 10d @ T' D.C. I ST PLY <br />FLOOR DECK <br />W <br />2x4CONT /(4)l6dNAILS <br />(2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT <br />m�o <br />INTO LEDGER AND 10d @ 3' O.0 <br />#8 WOOD SCREWS <br />20 BLOCKING 0 EA. BRACE. <br />NOTE: <br />@ Top OF FLR TRUSS <br />4 -0 SMS) <br />BRACE W/ (3) 12d 0 EA. 4-4- O.C. (AT SHEATHING SEAMS) <br />C (AT SHEATHING <br />STAGGERED UPPER PLY INTO 2x6 <br />x2"LONG@3"0.C.; <br />1 <br />TOENAIL INTO TRUSS W/ (4) 16d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />TRUSS (DiAG. BRACE 7 . 0 <br />7 <br />BELOW <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />NAILS @ EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FUR) <br />COVER 5 TRUSSES) <br />IF <br />3/4"AS SHOWN <br />2x4 BRACE 0 48" D.C. w/ (5) 12d <br />V41" MIN. FROM 2NO. FLR, <br />FLOOR DECK <br />CIE <br />V-0- TO 30--a- (1) 'X' BRACE <br />DBL2X8LEDGER <br />NAILS EA. END <br />LINE <br />2x6 CONT. W1 (8) 16d NAILS <br />G ST. OF FLOOR TRUSS <br />W-1 - TO 60--0 (3) 'X- BRACE PRE-ENG GABLE TRUSS <br />'CE RE E E R <br />"X' <br />P - . _-L T U� <br />TO CMU W/ IIZ'EXP. BOLT <br />8d RING SHANK NAILS 0 4? . <br />(BT� 2X6 IS FOR WALL <br />BRACE 0 CENTER <br />(1) I <br />"X" <br />ALL <br />8' CMU WALL <br />R <br />REINF PER PLAN <br />AT 16'0.C. AND F'FROM <br />IN TO BL66KING <br />SHEATHING NAILER) <br />(2) BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAN <br />.UALLY TIFFEACK AT ALL 2.SU._.. <br />FROM CENTER TO END. <br />END Wl MIN 5-1/2" EMBE�,_ <br />16d NAILS @ 8"O.C. MAX <br />R H VER A.- HIG <br />Up I. TS 0 <br />UPRIGHTS OVER 4'-ITHIG. <br />. <br />1X2 �IRE�STOP <br />(AS PER TRUSS E, <br />AT'DN <br />PER ELEVATION <br />FLOOR DEC <br />g k PER ELEVATION PER ELEVATION <br />k <br />LL <br />'T'LOL 11!1�: <br />SEE <br />PLYWOOD SHEATHING, SEE <br />jPLAN <br />" Iz <br />P <br />NAILING PATTERN <br />"ROOFNVALUFLOOR <br />O� <br />21PRI-ENGINEERED <br />S14EATHING <br />FASTENER SCHEDULE" <br />PER ELEVATION /-L� <br />PER ELEVATION PER ELEVATI <br />�0 <br />To. <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />C <br />2x4 P.T. CEILING <br />WOOD <br />.. IM <br />2 M <br />FLOOR TRUSSES (SEE <br />=PRE-ENGINEERED WOOD <br />CONNECTION PER 1 <br />ix2,2x WOOD FASCIA <br />VE.NG <br />NAILER Wl <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />T <br />SEE ARCHITECTURAL TRUSS MFG. <br />MASONRY NAILS <br />�y LS <br />C <br />@ 12- O.C. <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA-16 Q <br />I NET REI <br />2x SECURED W/ (3) 1 Sd ENGINEERED WOOD <br />GALV. COMMON NAIL:. TRUSSES 0 24' OIC, <br />I <br />\.TRUN <br />REPAIR DETAIL IF <br />BOND BEAM REQ. BOND BEAM REQ.. <br />4 <br />EVERY TRUSS (VERIFY <br />S <br />W SECURED W/ I Dd SUBMIT SHOP DRAWINGS <br />I X2 FIRE -STOP <br />L <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-16 0 <br />WI TRUSS PLAN) <br />V, , <br />GALV, COMMON NAIL FOR REVIEW ONT. 2.4 <br />AT TRUSSES PARALLEL <br />32" O.C. MAX. <br />(VERIFY W/ TRUSS <br />SECTION DETAIL <br />12" O/C AND APPROVAL SECURED W/ (2) 12d's @ <br />MASONRY BOND BEAM EACHTRUSS <br />/":�TO <br />EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />��PRE-ENG FLOOR TRUSSES <br />SCALE: 3/4"=V-0" <br />W1 HIP RETURN <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS 4'-O"O.C. (AT <br />PRE-ENG'DWOOO <br />SEE SCHED. BELOW <br />ROOFTRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) <br />0 24- D.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />PE ELEVATION <br />FOR STRAPPING <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W1 TRUSS PLAN <br />TRILM TO TOP PLATE <br />518"GYPSUM BOARD OR 1/2" HIGH <br />Wl 1/2" DIX ANCHOR BOLT Wt2" <br />A SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x4l4x6 SYP NO. 2 <br />WASHER SET IN HIGH <br />U - 9N LBS W/ (14) 10d <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6"MIN. <br />GALV. NAILS. <br />1 Sd TOENAILS <br />SLAB.SEE <br />EMBED. AT 32" OC MAX <br />8 - (2) SIMPSON MTSI 2 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U � 1420 LBS W/ (14) 1 Od <br />BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX <br />GALV, NAILS EA. STRAP <br />20 OR 2x6 WOOD BEARING <br />CONNECTION <br />WALL W/ SYP No 2 STUDS SEE <br />--Ar- FL#17239 <br />PLANS FOR SPACING. SINGLE <br />CONC.POURED <br />-TM LATE TO BE PT, <br />LINTEL COURSE <br />PIR&POE DEL TOP PLATE <br />=0 <br />PROVIDE BLOCKING <br />SIMPSON SPH4 OR SPH6 STM <br />M"GYP. WL. BD. <br />:0: <br />AND TOP PLATE ANCHORS W/ <br />I Od x 1 112" COMMON NAILS <br />SECURE ST. PLATE TO SLAB Wl <br />CONT. 2x4 SECURED W/ (2) l0d'� @ EACH <br />FILL ALL HOLES, DO NOT USE <br />10d x 3" <br />1/2"xg" WEDGE ANCHOR W/2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSSMOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 0 1 01-W O.C. <br />MAX. <br />EPDXY S-1/2" EMBED. MIN. @ 16' <br />10a 10b 1 <br />OC MAX. <br />SCALE: W4"=V-V <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />TRUSS TO POST CONNECTION <br />A -SIMPSON MTS-12 U: 990 LBSWI (14) 10d GALV. NAILS. <br />r <br />B - SIMPSON HTS-20 U 1310 LBS W/ (20) 10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT/HDU4 U � 4565 LES VGT TO TRUSS W1 (16) <br />114`A3-'SDS,(1)5/8'-A.T.R, TOHDU4 AND (10) '114" X2112" SDSTO POST <br />CONNECTION @ L.B.W. <br />�,-�yRUSS <br />POOTTO SLAB CONNECTION <br />SCALS: 314*=V-0" <br />A&B - SIMPSON ABU44Z POST BASE -U:1,900 GA660 W/ 518 DIX x V'EXP. BOLT <br />SIMPSON ABU46Z POST WE �U:2,300 GA 0,336 W1 518 DIX x 6" EXP, BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,566 W/ 5/9'A.B. WITH MIN. r, <br />EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST. <br />A A G N I T I C T 81 <br />G r ZNsign <br />OUSFO- "n <br />01 N. RONALD REAGAN BLVD. <br />LONGWOOD, IFIL 32750 <br />PH: 401-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />r- DRAFnNG BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 81.3468641628 <br />L FAX: 8134IM2802 A <br />"a <br />0 <br />"T <br />F-RUNDIV. & 1.0 <br />SILVERADO <br />LOT #25 <br />BLK #10 <br />PMJ=T# <br />03719.000-25101 <br />MODEU <br />2795-D <br />GAPLAGIC 8WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />%,.150 MPH EXP. <br />