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FLOOR DECK <br />2x6 PT TERMINATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3) 16d COMMON Wf (6) 3/18' ° z 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 />FLOOR BRACING <br />1 SCALE:34'_1'-0' <br />SIMPSON H6 W/ <br />(8)8d COMMON NAILS 2x STUDS--— <br />SIMPSON H6 W/ (8) 8d EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF'BUNDLE' <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSON SPH4/SPH6 BTM. <br />FLOOR TRUSS OR PLATE STRAPS W/ IOd x 1 <br />GIRDER TRUSS 1/2'HDG NAILS <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE:34'=1'-0' <br />DBL PT 2x8 SLK'NG BETWEEN <br />TRUSSES W/ 10d G 3. O.C. 1ST PLY <br />INTO LEDGER AND 10d 0 3' O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8' CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />LLO sS <br />3 iz = <br />0w <br />P RELEVATION ¢ m <br />1X2 FIRE -STOP <br />NI <br />#8 WOOD SCREWS - <br />x 2' LONG 0 3' O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; NI <br />3/4' AS SHOWN <br />SIMPSON A23 <br />EA.TRUSS 4° <br />NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />DBL 2X_ LEDGER FRAMING PLAN) <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />8 ON EXTERIOR WALL <br />SCALE:34'=1'-0' <br />#8 WOOD SCREWS x 2' <br />LONG 0 3' O.C.; <br />STAGGERED NI <br />ASSHOWN IQ <br />DBL 2X8 LEDGER <br />J�IIIII, <br />TO CMU W/ 1/2'EXP. BOLT NI <br />6' CMU WALL END W/ MIN 5N/28EMBED. <br />REINF PER PLAN <br />FLOOR DECK <br />PER ELEVATION <br />O <br />3 Z NAILING PATTERN <br />S <br />¢w <br />PERELEVATION <br />PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING 24" MA FLOOR TRUSSES (SEE <br />NAILER W/ FRAMING PLAN) <br />MASONRY NAILS <br />®12' O.C. <br />1X2 FIRE -STOP <br />SECTION DETAIL <br />AT TRUSSES PARALLEL <br />TO EXTERIOR WALL <br />SCALE:34'=1'-0' <br />2x STUDS PER PLANS <br />2x 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 />20 CONT. W/ (4) 16d NAILS <br />(2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT <br />INTO LEDGER AND 10d 0 3' O.C. <br />#8 WOOD SCREWS <br />2z4 BLOCKING ®EA. BRACE. <br />NOTE: <br />0 TOP OF FLR TRUSS <br />BRACE W/ 13) 12d N EA, 4'-0' O.C. (AT SHEATHING SEAMS) <br />STAGGERED UPPER PLY INTO 2z6 <br />x 2' LONG ®3' O.C.; NI <br />TOENAIL INTO TRUSS W/ (4) 16d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />TRUSS (DIAG. BRACE TO <br />BELOW <br />STAGGERED OFF <br />NAILS Q EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />COVER 5 TRUSSES) <br />CENTERLINE OFF 2x6; <br />3/4' AS SHOWN <br />2x4 BRACE 0 48' O.C. w/ (5) 12d <br />1'-4' MIN. FROM 2ND. FLR, <br />FLOOR DECK <br />0'-0' TO 30'-0' (1)'X' BRACE <br />DBL 2X8 LEDGER <br />NAILS 0 EA. END <br />LINE <br />2x6 CONT. W/ (8) 16d NAILS <br />0 ST. OF FLOOR TRUSS <br />30'-1' TO 60'-0 (3)'X' BRACE <br />PRE -ENO GABLE TRUSS <br />8' CMU WALL <br />TO CMU W/ 1N2' EXP. BOLT NI <br />8d RING SHANK NAILS 0 4' O.C. MAX <br />INTO BLOCKING <br />(BT. 2X6 IS FOR WALL <br />(1)'X' BRACE 0 CENTER <br />(2)'X' BRACE DIVIDED EQUALLY 2x SUB•BAND <br />AT <br />REINF PER PLAN <br />AT 16. O.C. AND 8' FROM <br />SHEATHING NAILER) <br />FROM CENTER TO END. ALL <br />END W/ MIN 5-1/2' EMBED. <br />16d NAILS 0 8' O.C. MAX <br />1X2 FIRE -STOP <br />UPRIGSTIFFHTS <br />UPRIGHTS OVER NG) HIGH <br />(AS PER TRUSS ENG) <br />PER ELEVATION <br />FLOOR DEC 4�, <br />PER ELEVATION PER ELEVATION <br />O <br />PLYWOOD-�11F SHEATHING, SEE <br />Z <br />NAJUN13 PATTERN <br />p 0 /WALL/FLOOR <br />3 OOZ <br />SHEATHING <br />i <br />FASTENER SCHEDULE' <br />PER ELEVATIO a <br />PER ELEVATION PER ELEVATION <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />2x4 P.T. CEILING <br />24 M PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />PRE-ENGINEERED WOOD <br />lx2, 2x WOOD FASCIA CONNECTION PER <br />NAILER W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />SEE ARCHITECTURAL TRUSS MFG. <br />MASONRY NAILS <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />2x SECURED W/ (3)16d ENGINEERED WOOD <br />®,2• Q.Q. <br />FRAMING PLAN) <br />BOND BEAM RED. 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 />1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS <br />1X2 FIRE -STOP <br />LEDG ER INSTALLED TOO LOW <br />SIMPSON HETA-16 0 <br />W/ TRUSS PLAN) <br />GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN <br />AT TRUSSES PARALLEL <br />32' O.C. MAX. <br />(VERIFYW/TRUSS <br />SECTION DETAIL <br />12' 0/C AND APPROVAL SECURED W/ (2) 12d's <br />MASONRY BOND BEAM EACH TRUSS <br />TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />SEESCHEDULE <br />5 <br />GABLE END PRE-ENG'D TRUSS <br />SCALE:34`=,'-0 <br />PRE-ENG FLOOR TRUSSES <br />6 <br />SCALE:34'=1'-0' <br />W/ HIP RETURN <br />scALE:9/4'=1'-0" <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSESDq <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS 4'-O' O.C. (AT <br />O PRE-ENG'D <br />WOOD <br />SEE SCHED. BELOW <br />ROOFTRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) 0 24' O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />PER ELEVATION <br />FOR STRAPPING <br />O <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />518' GYPSUM BOARD OR 1/2' HIGH <br />W/ 1/2' DIA. ANCHOR BOLT W/ 2' <br />A - SIMP80N MTS12 <br />STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO.2 <br />WASHER SET IN HIGH <br />1, <br />U <990 LEIS W/ (14) 10d <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6' MIN, <br />GALV. NAILS. <br />16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 32' OC MAX. <br />B - (2) SIMPSON MTS12 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U < 1420 LSS W/ (14) 10d <br />BELOW FOR <br />PLATE W/ 12d's W O.C. MAX <br />GALV. NAILS EA. STRAP <br />2x4 OR 2X6 WOOD BEARING <br />CONNECTION <br />WALL W/ SYP No 2 STUDS SEE <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 SPH6 BTM <br />1/2' 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 ®EACH <br />FILL ALL HOLES, DO NOT USE <br />tOd x 3' <br />1/2'x9' WEDGE ANCHOR W/ 2' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED.® 10'-0" O.C. <br />MAX. <br />EPDXY 5-1/2' EMBED. MIN. 0 16' <br />10a 1 0b 1 0c <br />OC MAX. <br />SCALE: 3/4'=1'-0' <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />•a• <br />TRUSS TO POST CONNECTION <br />O <br />SCALE: e/4'=1'-0' <br />- <br />A- SIMPSON MTS-12 U <990 LBS W/ (14) 10d GALV. NAILS. <br />• * <br />B - SIMPSON HTS-20 U < 1310 LEIS W/ 120) 10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LEIS VGT TO TRUSS W/ (16) <br />1/4'x3'SDS, (1) 5/8- A.T.R. TO HDU4 AND (10) 1/4' X 2 1/2' SOB TO POST <br />TRUSS CONNECTION @ L.B.W. <br />9a gb <br />POST TO SLAB CONNECTION <br />SCALE: 3/4'=,'-0' <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA, x 8' EXP. BOLT <br />SIMPSON ASU46Z POST BASE <U:2,300 G:10,335 W/" DIA. x 6' EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8' A.B. WITH MIN. 7' <br />EMBEDMENT TO SLAB & (26) 16d x 2-112" NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.ebdeslgngroup.com <br />AA N: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813486-2628 <br />FAX: 8131186.2802 <br />BIIIIIIIII! <br />SILVERADO <br />LOT #12 <br />BLK #10 <br />PROJECT* <br />03719,000-12101 <br />C A M D E N <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. H <br />