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DECK <br />leg8" <br />7 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 101-0' BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />FLOOR BRACING <br />USP LFTAB W/ <br />(16) So COMMON NAILS 2x STUDS <br />USP LFTA6 W/ (16) 8d EACH END <br />COMMON NAILS, EACH FL#17244 <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />= <br />USP SPTH4/SPTH6 BTM. <br />FLOOR TRUSS OR PLATE STRAPS W! 10d x 1 <br />GIRDERTRUSS 1/7'HDG NAILS FL#17239 <br />WALL / FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />DBL PT 2x6 SLK'NG BETWEEN <br />TRUSSES W/ tOtl 3" O.C. 1ST PLV <br />INTO LEDGER AND 10d 0 3' O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />O <br />�V= <br />PER ELEVATION m=Z <br />2z4 P.T. CEILING <br />NAILER W/ <br />MASONRY NAILS <br />®17' O.C. <br />1X2 FIRE -STOP <br />1/4" <br />Ml <br />#8 WOOD SCREWS <br />x 2"LONG ® 3' O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x8; M� <br />SHOWN <br />USP A3 EA. iii <br />TRUSS 4^ <br />NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />DSL 2X10 LEDGER <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />ON EXTERIOR WALL <br />�� SCALE: 3/4"=T-0' <br />#8 WOOD SCREWS x 7FLOOR <br />LONG ® 3" O.C.; <br />STAGGERED NI <br />AS SHOWN uMCL <br />TO CMU LEDGER 1'y1N1' <br />TO CMU W/ 12" EXP. BOLT <br />8" CMU WALL AT 16' O.C. AND 6' FROM «� <br />REINF PER PLAN END W/ MIN 5-12" EMBED. <br />FLOOR DECK <br />PER ELEVATION 4" <br />(0 PATTERNNAILING <br />7 �UV <br />� �QQ�jj�w <br />PER ELEVATIONm=L <br />24" M PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING FLOOR TRUSSES (SEE <br />NAILER W/ FRAMING PLAN) <br />MASONRY NAILS <br />®17' O.C. <br />1X2 FIRE-STOPSECTION DETAIL <br />AT TRUSSES PARALLEL <br />TO EXTERIOR WALL <br />4 SCALE: 3/4"=V-Y' <br />2x STUDS PER PLANS <br />2z STUDS PER PLANS <br />DBL PT 216 BLK'NG BETWEEN <br />TRUSSES W/ 10d a 3' O.C. 1ST PLY <br />FLOOR DECK <br />2z4 CONT. W/ (4) 16d NAILS <br />INTO LEDGER AND 10d ® 3" O.C. <br />#8 WOOD SCREWS <br />Kit <br />NOTE: <br />0 TOP OF FLR TRUSS <br />STAGGERED UPPER PLY INTO 2x6 <br />x 7' LONG ® 3" O.C.; <br />2x4 BLOCKING a EA BRACE. <br />TOENAIL INTO TRUSS W/ (4) 16d <br />STRUCTURALSHEATHING <br />(OP 2X4 SUPPORTS ST. <br />BELOW <br />STAGGERED OFF <br />0 EA END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FUR) <br />CENTERLINE OFF 2x6;NAILS <br />AS <br />3/4" AS SHOWN <br />2x4 BRACE 0 46' O.C. w/ (5)12d <br />1.". MIN. FROM 2NO. FUR. <br />FLOOR DECK <br />NAILS 0 EA END <br />LINE <br />2x6 CONT. W! (8) 16d NAILS <br />DBL LEDGER <br />TO CMU W/ 12" EXP. BOLT AI <br />8d RING SHANK NAILS 0 4" O.C. MAX <br />ST. OF FLOOR TRUSS <br />8"CMU WALL <br />AT 16' O.C. AND 6' FROM <br />INTO BLOCKING <br />(BT. 2X61S FOR WALL <br />SHEATHING NAILER) <br />REINF PER PLAN <br />END W/ MIN 5AZ EMBED. <br />16d NAILS 0 8" O.C. MAX <br />iX2 FIRE -STOP <br />PER ELEVATION <br />FLOOR DEC /4,. <br />PER ELEVATION PER ELEVATION <br />LL <br />NAILING PATTERN <br />QaQUV <br />PER E EVATION � i <br />PER ELEVATIONP ELEVATION <br />2x4 P.T. CEILING <br />24' M PRE-ENGINEERED WOOD <br />GRUSSESD(SEEOD <br />NAILER W/ <br />FLOOR TRUSSES (SEE <br />FLOOR <br />MASONRY <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />S <br />NAI-IL <br />®,7 D.D. <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />USP HTA16 Ol EVERY <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM REQ. BOND BEAM REQ. <br />TRUSS (VERIFY W/ <br />1X2FIRE-STOP <br />LEDGER INSTALLED TOO LOW <br />USP HTA16037'O.0 . <br />TRUSS PLAN) <br />AT TRUSSES PARALLEL <br />(VERIFYW/TRU S <br />SECTION DETAIL <br />��TO <br />EXTERIOR WALL <br />PLAN) FW7680 <br />AT PARALLEL /PERPENDICULAR <br />scALE:34"=r-a' <br />PRE-ENG FLOOR TRUSSES <br />NOT USED <br />6 <br />7 <br />SCALE: 3/4"=1'-0' <br />PRE-ENG GABLE TRUSS <br />214 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL <br />PRE-ENG <br />AT FIRST TWO BAYS 4'-0' O.C. (AT <br />O PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) 0 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />R ELrVATIQN <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 />5!e" GYPSUM BOARD OR 1/2" HIGH <br />W/ 12" DIA. ANCHOR BOLT W/ 7' <br />. ; a <br />A - USP MTW-12 U < 1195 LBS <br />STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH <br />W! (14) 10d GALV. COMMON <br />SECURE TRUSS TO TOP PLATE wl (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6" MIN. <br />NAILS. <br />16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 37' OC MAX. <br />B - (2)USP MTW-12 U <2390 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2z8 P.T. <br />LBS W/ (14) 10d GALV. <br />BELOW FOR <br />PLATE W/ 121s 6' O.C. MAX <br />COMMON NAILS EA <br />20 OR 2x6 WOOD BEARING <br />CONNECTION <br />WALL W/ SYP No 2 STUDS SEE <br />FL#17239 <br />PLANS FOR SPACING. SINGLE <br />POURED <br />BTM. PLATE TO BE PT. <br />LINTE <br />LINTEL COURSE <br />PROVIDE DBL TOP PLATE <br />•o• <br />PROVIDE BLOCKING <br />USP SPTH4 OR SPTH6 BTM <br />1IY' GYP. WL BD. <br />:0: <br />AND TOP PLATE ANCHORS W/ <br />10tl x 1 12" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W! <br />CONT. 2x4 SECURED W/ (2)10d's (M EACH <br />FILL ALL HOLES, DO NOT USE <br />10d 3' <br />1/7)(9" WEDGE ANCHOR W/T <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/VVOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED ®10'-0" O.C. MAX. <br />x <br />EPDXY 5-12" EMBED. MIN. ® 11, <br />1 0a 10b 1 0c <br />OC MAX. <br />SCALE: 3/4"=1'-0' <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />8 <br />TRUSS TO POST CONNECTION <br />SCALE: 3/4"=1'-0' <br />°', <br />A- USP MTW-12 U < 1195 LBS W/ (14)10d GALV. COMMON NAILS. FL#17244 <br />,_Q _. * <br />B - USP HTW-20 U 2045 LBS W/ (20) 10d VALV. COMMON NAILS. FL#17244 <br />C - USP MUGT/PH04A U < 3715 LBS MUGT TO TRUSS W/ (4)10d GALV. <br />- COMMON NAILS TOP, (6)10d GALV, COMMON NAILS FACE, (12)10d <br />COMMON NAILS BACK, (1) 5/8"° A.T.R. TO PHD4A AND (10) W83 WOOD <br />TRUSS CONNECTION L.B.W. <br />SCREWSTOPOST <br />9a 9b <br />PCB- NECT40/FL#172419 <br />SCALE: 3/4"=1'-0" <br />A88 -USP PAU44 POST BASE <U:2,265 G:6,775 W! 5/8 DIA. z 6' EXP. BOLT FL#17239 <br />USP <br />USP PAU46 POST BASE <U:2,265 G:13,815 W/ 5/8 DIA x 6' EXP. BOLT FL#17739 <br />C - USP HTT4 POST ON SLAB <U:4,465 W/ 518" A.B. WITH MIN. 7" EMBEDMENT TO SLAB <br />8 (20)16d x 2-1/7' NAILS TO POST, FL#17324 <br />01 <br />1441 N. RONALD REAGAN BLVI <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAK 407-774.4078 <br />wwwAbdesigngroup.com <br />L AA #: 0003325 <br />tu <br />s <br />SUHDIV. & LOT <br />SILVERADO <br />LOT #6 <br />BLK #17 <br />PROJECT# <br />04128.002-06171 <br />MODEL <br />3EFB <br />"2447— ROBIE" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />(OPEN WEB <br />TRUSSES) <br />50 MPH EXP. 51 <br />DRINT <br />ATZ: 10/09/19 <br />SCALE: i/4" = 1'-0" <br />SHEET <br />S3.1B <br />