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41) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 ?'NAILS TO TRUSS <br />{2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d x 1 k" NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />-(I) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 j" NA)LS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12) 16d x 3 }'NAILS TO GIRDER <br />112, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2. SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />,x2 SECURED W/ lOd <br />GALV. COMMON NAILS <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFIWALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP #27'x4", <br />6 % 8" x 4'-U'MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3' <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />ENGINEERED WOOD <br />TRUSSES 0 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, 1_:770 LOS (1 PLY) <br />B ALLOWABLE UPLIFT = U 2365 LBS, L 1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />TYPICAL TRUSS/ <br />Ia I` <br />' GIRDER CONNECTOR(S) SAL 4'=1-O <br />SBRES <br />BACIGROLOCK <br />THEKNIB8 <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2) 1/2" WOOD PANELS <br />60 <br />(2) 1/2" WOOD PANELS <br />90 <br />2x LUMBER <br />3W* T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG (JOIST <br />5/8" GYPSUM BOARD OR 1/7 HIGH <br />STRENGTH CLG. BOARD <br />SECURE JJOIST TO TOP PLATE <br />W (2) 12d TOENAILS <br />DOUBLE TOP PLATE <br />20 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DEL TOP PLATE <br />PROVIDE BLOCKING <br />12"GYP. WL. BD, <br />SEE SHEET SlAA FOR <br />NAIL SIZE AND PATTERN <br />I -JOIST CONNECTION @ L.B.W. <br />Y SCALE:—'=I-D' (NO UPLIFT) <br />NOTCH DEPTH 1/4'13 <br />ID <br />HOLE EDGE <br />I' r HOLE DIAMETER <br /><2/5`D SGL. STUD <br />OUTER 113 OF <br />SPAN ONLY <br />OLE EDGE>5/e" <br />011 <br />BTM. HOLE DIAMETER <br />PLATE < 3/5'D DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />O SCALE: 1 12'=1'-0' <br />ENGINEERED WOOD TRU <br />24. O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETA16 <br />TRUSS ANCHOR WITH <br />(9) 10d x 1 }'NAILS TO <br />GIRDER. PROVIDE 5" <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />"ROOFAVALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE' <br />NOTE: A PT SYP #2 Z' x V', <br />6", 8" x R-O" MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3" <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />L—A41) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />WITH (4) J" x 5" TITEN HD TO CMU AND (12) SOS <br />}' x 2 �' TO GIRDER <br />B41) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) }'x 5" TITEN HD TO CMU AND (18) SDS }' x <br />W, 2x WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED W/ (3) 16d <br />(2) J" x 6,rITEN HO TO CMU AND (18) SDS }' x 3" <br />GALV. COMMON NAILS. <br />lx2 SECURED W/ 10d MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM <br />ENSURE THAT CELLS ARE GROUTED <br />12' O/C SEE SCHEDULE <br />SOLID, 8" EACH WAY OF BOLTS <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />TYPICAL ROOF <br />2a 2b 2c GIRDER CONNECTOR(S) OALE 3'"='� <br />SBi9tS <br />BALM BLOCK <br />THs7BiEH6 <br />4500 <br />314"WOOD PANELS <br />6000 <br />(2) 1/2" WOOD PANELS <br />60 <br />(2) 12" WOOD PANELS <br />90 <br />2.LUMBER <br />LSTA12 20 GAUGE <br />W/ 10dx1/2 HDG COMMON NAILS. <br />0 EACH END TOTAL OF 10 <br />LWh10IST WITH <br />BACKER BLOCK <br />HTT4 W/ 5/8" AB. WITH <br />MIN. T' EMBEDMENT <br />TO SLAB 8 (18) 16d x <br />2-12" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />Q . <br />LVLIWOOD POST CONNECTIONS <br />5 <br />A- SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4•'" WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 <br />B - SIMPSON IUS2.37/16 G < 1400 LBS U <70 LBS W/ 2 3/4" WEDGE-BOLT/J-BOLT S' MIN. <br />EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 <br />C - SIMPSON MIU3.56/16 G <2900 LBS, U <210 LBS W/ (4) 31NI WEDGE-BOLT/J-BOLT, S' MIN. <br />EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-12" GALV, NAILS TO JOIST <br />FL#17241 <br />D- SIMPSON HHUS7.25/10 G< 4140 LBS, U< 1610 LBS W/(8)34- WEDGE-BOLT/J-BOLT, 6' <br />MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST <br />FL#25749 <br />E-SIMPSON MIU4.75/16 G < 3455 LBS, U <210 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1f2" GALV. NAILS TO JOIST <br />FL#17241 <br />WOOD LEDGER <br />9 ATTACHMENT DETAIL <br />SCALE: 3/4"=1'-0' <br />6'-a' MAX (W lX4) <br />OR 10'-0" MAX (W/2X4) <br /># 1100 UPLIFT SIMPSON - <br />HTSM20 W/1010d TO <br />TRUSS AND (4) 114" x 2 114" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br /># 1900 UPLIFT (2) SIMPSON <br />HTSM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W/1010d TO <br />TRUSS AND (4) 1/4" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TITEN 2 ANCHORS MIN. <br />Z' COVER 8 Z' APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=1'-0" <br />(2) 2X4 No.2 SYP DWG. — <br />BRACE W/ (3) 12d @ EA. <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO W-U' (1)'X" BRACE <br />30'-1" TO 60'-0 (3) "X" BRACE <br />(1)"X"BRACE D CENTER <br />(2) "X" BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />2x WOOD FASCIA, - <br />NAGONAL <br />SEE ARCHITECTURAL <br />. CHORD <br />PRE-ENG GABLE TRUSS —� <br />CING, SEE <br />V FOR LOCATION <br />STIFFBACK (AS PER—� <br />NOT BE <br />UIRED <br />TRUSS ENG) <br />CHORD OF <br />ID ROOF TRUSSES <br />lx4 BTM. CHORD BRACING 6'-0' O/C END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />10-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD /� p /� /� <br />INTERSECTION TYP BTM. CHORD BRACING <br />6 SCALE: 3/4"=l'-9' <br />24" 24-MAX, w/IJOIST 8" END <br />SPACING <br />8" MAX <br />END w/l-JOIST rP rrP P <br />ACIN SEE FRAMING PLAN ND DF <br />MAX MAX AMX LEDGER BD. <br />12' EXP. (2) 2X8 SVP P T. W E (2) 2X12 SVP P.T. 3/4" EXP. <br />BOLT/J-BOLTVJl 2" LEDGER BOARDDGE LEDGER BOARDTO BOLT/J-BOLT W/2" <br />WASHER 8 51fY' TO BE USED 1. ENSURE THAT EXP. BE USED WITH I -JOIST WASHER 4 512' <br />MIN. EMBED. (TYP) WITH IJOIST BOLTS/J-BOLTS ARE PLACED MIN. EMBED. (TYP) <br />INTO GROUTED CELLS, W ALL <br />AROUND BOLT. FRONT <br />2. SPLICE OF FRONTAND REAR LEDGER <br />LEDGER SHOULD LAP A MIN OF `' <br />Z 4-0, 47 Z <br />� g 3. ALL BOLTS TO HAVE WASHERS "41-- � f <br />4. EXP. BOLTWJ-BOLTS SHIX/LD (2) p12 <br />NOT BE ANY CLOSER THAN T SVP P7 <br />Z O/C. Z <br />S. ONLY LEDGER IN DIRECT m f <br />(2)2X8 CONTACT(REAR LEDGER) WITH REAR <br />SYP PT CMU REQUIRED TO BE P T. LEDGER <br />In <br />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLTSIZE <br />EWSPAg110 <br />CENIRN.SPACNG. <br />A <br />DOUBLE SYP Zx8 <br />12" <br />8" MAX. <br />24" O/C MAX. <br />B <br />DOUBLE SYP 2x12 <br />(2) 3/4" <br />6' MAX. <br />24" O/C MAX. <br />1-JOIST WOOD LEDGER DETAIL <br />1 0 SCALE: <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENT AT <br />4'-0' O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2X8 PT. PLATE <br />TO BILK W/ 12" DIA. <br />ANCHOR BOLT W/ Z' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6" <br />MIN. EMBED. AT 3Z' OC <br />MAX. <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8" <br />O.C. MAX <br />CONT. 2X4 SECURED W/ <br />(2)10d's ® EACH TRUSS <br />TO BE INSTALLED <br />10'-0" O.C. MAX. <br />BLOCK WALL W/ GABLE END <br />PRE-ENGID TRUSS SCALE 3/4•'=1•-0" <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES <br />AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND <br />ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: -'=I-' <br />• <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774 6078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />q <br />0 <br />10 <br />v <br />F. <br />I <br />UDDIV. de LOT:BBOTT PARKLOT #7 <br />BLK. #9 <br />ROJECTp <br />04181.000-07091 <br />MODEL' <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 3TnNG: <br />LEFT <br />PAGE: <br />DETAILS <br />(I -JOIST) <br />160 H E C <br />DATE: 05/06/21 <br />SCALE 1/4"=1'-0" <br />SHEET <br />S3.1A <br />