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FLOOR DECK <br />El <br />CM <br />2x6 PT TERMINATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16" ° x 4 TAPCONS <br />NAILS PROVIDE 2-TRUSS LAP <br />SPLICE LOCATED EITHER TOP OR <br />BOTTOM OF FLOOR TRUSS, <br />TYPICALLY 10'-0" BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />1 FLOOR BRACING <br />SCALE:3/4"=1'-0" <br />SIMPSON HB W/ <br />(8)8d COMMON NAILS 2x STUDS <br />SIMPSON H6 W/ (e) 0a EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OFSTUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />If <br />SIMPSON SPH4/SPH6 BTM. <br />PLATE STRAPS W/ 10d x 1 <br />FLOOR TRUSS OR 1/7' HDG NAILS <br />GIRDER TRUSS <br />WALL / FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />2 SCALE: 3/4"=1'-0" <br />PLYWOOD SHEATHING, <br />SEE <br />SHEATHIN ILIFLOOR <br />FASTENER SCHEDULE" <br />2x4 BLOCKING AT ENGINEERED WOOD <br />21" O.C. w/ 12)12d TRUSSES 0 24" O/C, <br />TOE NAILS EA SUBMIT SHOP <br />END TO TRUSS DRAWINGS FOR REVIEW <br />AND APPROVAL <br />RT <br />(2) SIMPSON OTC CLIPS W/ <br />SEE SCHEDULE (2) 3/i6' X 1 3l4" <br />FOR BOND BEAM <br />RED, CONCRETE SCREWS INTO <br />CMU AT BLOCKING W/ 14' <br />8'CMU WALL. MAX. GAP FROM TOP OF <br />SEE PLAN FOR WALL TO BOT. OF <br />VERT. REINF. BLOCKING <br />WALL BRACING NOW BEARING EXT. WALL <br />2x STUDS PER PLANS <br />2. STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />2x4 BLOCKING BETWEEN TRUSSES <br />TRUSSES W/ 10d 0 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 NAILS <br />2X4 SYP DIAL. WHERE IS PRESENT AT <br />INTO LEDGER AND 10d @ 3" O.C. <br />#8 WOOD SCREWS <br />2x4 BLOCKING ® EA, BRACE. <br />NOTE: <br />OP OF FL T U <br />(TTOP FLR TRUSS <br />Wf ( . (AT SHEATHING <br />BRACE W/ (3)12d <br />B 4'•0" O.C. (AT SHEATHING SEAMS) <br />) <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" LONG 3" O.C.; <br />NI <br />TOENAIL INTO TRUSS W/ 4 16d <br />O <br />STRUCTURAL SHEATHING <br />4 <br />(TOP 2X4 SUPPORTS BT. <br />CEA. <br />TRUSS (DIAG. BRACE TO <br />BELOW <br />STAGGERED OFF <br />NAILS � EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />COVER 5 TRUSSES) <br />CENTERLINE OFF 2x6; - <br />3/4", SHOWN <br />2x4 BRACE Q 48" O.C. wl (5)12d <br />1'-4" MIN. FROM 2ND. FUR. <br />FLOOR DECK <br />0'-0" TO 30'-0" (1)'OC"BRACE <br />NAILS ® EA. END <br />LINE <br />2x6 CONT. W/ (8)16d NAILS <br />30'-," TO 60'-0 (3)'O(" BRACE <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/2" EXP. BOLT NI <br />8d RING SHANK NAILS 0 4" O.C. MAX <br />®BT. Of FLOOR TRUSS <br />PRE-ENG GABLE TRUSS <br />(1) W- BRACE 0 CENTER <br />8"CMU WALL <br />AT 16' O.C. AND 6' FROM <br />INTO BLOCKING <br />(BT. 2X6 IS FOR WALL <br />(2) "X" BRACE DIVIDED EQUALLY 2x SUB -BAND <br />STIFFBACK AT ALL <br />REINF PER PLAN <br />END W/ MIN 5-1 2" EMBED. <br />16d NAILS 0 8" O.C. MAX <br />SHEATHING NAILER) <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-10" HIGH <br />1X2 FIRE -STOP <br />(AS PER TRUSS ENG) <br />PER ELEVATION <br />FLOOR DEC l4" <br />PER ELEVATION PER ELEVATION <br />O;r�• <br />PLYWOOD SHEATHING, SEE <br />z <br />+PATS+ <br />"ROOFANALLFLOOR <br />0 �x <br />SHEATHING <br />FASTENER SCHEDULE" <br />PER ELEVATION O <br />PER ELEVATION PER ELEVATION <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />2.4 P.T. CEILING <br />24" M PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />PRE-ENGINEERED WOOD <br />CONNECTION PER <br />1x2, 2x WOOD FASCIA <br />NAILER W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />T/ <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />TRUSS MFG. <br />SEE ARCHITECTURAL <br />MASONRY NAILS <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />2x SECURED W/ (3) i6d ENGINEERED WOOD <br />17' O.C. <br />FRAMING PLAN) <br />BOND BEAM REQ. BOND BEAM REQ <br />SIMPSON HETA-16 0 <br />GALV. COMMON NAILS. TRUSSES 0 24" O/C, <br />REPAIR DETAIL IF <br />EVERY TRUSS (VERIFY <br />1x2SECUREDW/10d SUBMIT SHOP DRAWINGS <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />. ; <br />SIMPSON HETA-16 <br />— <br />W/ TRUSS PLAN) <br />GALV. COMMON NAILS FOR REVIEW <br />37' O.C. MAX. <br />0 <br />12, O/C AND APPROVAL SECURED W/ (2R12d's <br />AT TRUSSES PARALLEL <br />(VERIFY TRUSS <br />SECTION DETAIL <br />MASONRY UEACH TRUSS <br />BEAM <br />TO 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"=l'-9' <br />6 <br />W/ HIP RETURN <br />SCALE: 3/4"=T-C' <br />PRE-ENG GABLE TRUSS — <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS 4-0" O.C. (AT <br />0 PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) @ 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />PER E VATI <br />FOR STRAPPING <br />VERIFY <br />ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BILK <br />, <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />SUM BOARD OR 1/2" HIGH <br />W/ 10 DIA. ANCHOR BOLT W/7' <br />•-�'•' ; <br />A-SIMPSON MTS12 <br />TH CLG. BOARD <br />4x4/4x6 SYP NO.2 <br />WASHER SET IN HIGH <br />U.99 0 LBS W/ (14)10d <br />TRUSS TO TOP PLATE wl (2) <br />r <br />WOOD POST TO <br />STRENGTH EPDXY 6' MIN. <br />GALV. NAILS. <br />NAILS <br />SLAB.SEE <br />EMBED. AT37'OCMAXB-(2) <br />SIMPSON MTS12 <br />TOP PLATE <br />SCHEDULE <br />SECURE GABLE TOZx8 P.T. <br />U < 1420 LBS W/ (14)10d <br />BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX <br />GALV. NAILS EA. STRAP <br />x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />CONNECTION <br />FL#17239 <br />PLANS FOR SPACING. SINGLE <br />CONC. POURED <br />BTM. PLATE TO BE PT, <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />�o• <br />PROVIDE BLOCKING <br />SIMPSON SPH4 OR 6PH6 BTM <br />1/7' GYP. WL. BD. <br />0' <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/2" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/(2) 10d's 0 <br />EACH <br />FILL ALL HOLES, DO NOT USE <br />10dx3' <br />1/2N9" WEDGE ANCHOR W/ 7' <br />WASHER SET IN HIGH STRENGTH <br />TRUS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 0 10'-(Y'O.C. MAX, <br />EPDXY 5-1/7' EMBED. MIN. ® 16' <br />�OaS b 1OCi <br />OC MAX. <br />SCALE 3/4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />°' <br />8 <br />a <br />TRUETO POST CONNECTION <br />SCALE: 3 4"=1'-0 <br />.e • <br />A-SIMPSON MTS-12U <990 LBS W/(14)100 GALV. NAILS. <br />• <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />1/4"x3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)114" X 2 112'SOS TO POST <br />TRUSS <br />CONNECTION @ L.B.W. <br />9b <br />P08TT0SLABc0NNECTI0N <br />as <br />SCALE: 3/4"=T-V <br />A&B - SIMPSON ABU44Z POST BASE <U 1,900 G5,660 W/ 5/8 DIA. x 6' EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/5/8 DIA, x 6' EXP. BOLT <br />C_SIMPSON HTTS POST ON SLAB <U:4,565 W/ 5Z' AB. WITH MIN. T' <br />EMBEDMENT TO SLAB 8 (26)16d x 2-10 NAILS TO POST. <br />A R C N I T 9 C T 61 <br />Groin <br />441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdasigngroup.eom <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33834 <br />PH: 813-986-2628 <br />FAX: 813886-2802 <br />a�mmi� <br />SVHDIV. ad LOT: <br />SILVERADO <br />LOT #7 <br />BLK 16 <br />PROJECT# <br />03719.001-07161 <br />MODEL• <br />2795—D <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />1 H MA B <br />