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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 1 Od x 1 z' NAILS TO TRUSS <br />B{2) SIMPSON HETAI6 TRUSS ANCHOR WITH <br />(12)16d x 1 }'NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 �' NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12) 16d x 3 }" NAILS TO GIRDER <br />1x2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />1x2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />12. O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2" x 4", <br />S', 8" x 4'-0" 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 @ 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (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 />la lb 1 c TYPICAL TRUSS/ SCALE:3lV=1'-0" <br />GIRDER CONNECTOR(S) <br />SECURE JJOIST TO TOP PLATE <br />W/(2) 12d TOENAILS <br />DOUBLE TOP PLATE <br />2x4 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 DBL. TOP PLATE <br />V qpS <br />BACKERBLOCK <br />THK70m <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2) 12" WOOD PANELS <br />60 <br />(2) 12" WOOD PANELS <br />90 <br />2x LUMBER <br />3/4" T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG (JOIST <br />5/8" GYPSUM BOARD OR 1Y2' HIGH <br />STRENGTH CLG. BOARD <br />PROVIDE BLOCKING <br />2" GYP. WL. BD. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />IZ' O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORSNOT <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />I -JOIST CONNECTION @ L.B.W. <br />4 (NO UPLIFT) <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 6' <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYR#22"x 4", <br />6", 8" x 4'-0" MAY BE ADDEO <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 />LA-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS <br />�' X 2 f' TO GIRDER <br />B-0) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) }'x 5" TITEN HD TO CMU AND (18) SDS J" x <br />1x2, 2x WOOD FASCIA <br />W TO GIRDER <br />SEE ARCHITECTURAL <br />2x SECURED W/ U AL <br />C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />GALV. COMMON NAILS. <br />(2) }" x 5"TITEN HO TO CMU AND (18) SDS J' x 3' <br />1x2 SECURED W110d MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BE�CHEDULE <br />ENSURE THAT CELLS ARE GROUTED <br />12, O/C <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 />2a s(TYPICAL ROOF <br />i)GIRDER CONNECTOR(S) <br />LSTA12 20 GAUGE <br />W/ 10dx1/2 HOG COMMON NAILS. <br />0 EACH END TOTAL OF 10 <br />SEPoES <br />LOO BLOCK <br />THOOIE88 <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2) 12" WOOD PANELS <br />60 <br />(2) 12" WOOD PANELS <br />90 <br />2x LUMBER <br />LVUIJOIST WITH <br />BACKER BLOCK <br />HTT4 W/ 5/8" A.B. WITH <br />MIN.,'EMBEDMENT <br />TO SLAB 8 (18) 16d x <br />2-12' NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />..° . '..4 <br />0.4 <br />LVL/WOOD POST CONNECTIONS <br />5 SCALE: 3/4"=1'-0" <br />NOTCH DEPTH 1/4'D <br />HOLE EDGE >5/8" <br />GOLF DIAMETER <br />2/5'D SGL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />HOLE EDGE >5/8" <br />A - SIMPSON IUS1.81/16 G < 1400 LBS, U 170 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, 5" MIN. <br />EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL417241 <br />01 <br />C - SIMPSON MIU3.56/16 G < 2900 LBS, U <210 LBS W/ (4) 3/4" WEDGESOLT/J-BOLT, 5" MIN. <br />EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) i0dxt-12" GALV. NAILS TO JOIST <br />FL#17241 <br />BTM. <br />HOLE DIAMETER <br />D - SIMPSON HHUS7.25/10 G <4140 LBS, U < 1610 LBS W/ (8) 3/4— WEDGE-BOLT/J-BOLT, 5" <br />PLATE <br /><3/5•D DBL. STUD <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-BOLTLLBOLT, 5" MIN. <br />EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) 10dx1APZ' GALV. NAILS TO JOIST <br />FL#17241 <br />STUD NOTCHING WOOD LEDGER <br />AND BORING LIMITS ATTACHMENT DETAIL <br />8 SCALE: 1 1/2'=1'-0' 9 SCALE: 3/4"=T-0' <br />6O' MAX (W'1X4) <br />OR loO MAX MW 4) <br />MAX. OR 2x4 BTM. CHORD BRACING <br />10'-0" O/C MAXSECURED W/ (2)10d <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. <br />BTM. CHORD BRACING <br />0 SCALE' 3/4"=1'-0' <br />PERPENDICULAR TO I -JOIST <br /># 1100 UPLIFT SIMPSON — <br />HTSM20 W/10 10d TO <br />TRUSS AND (4) 1/4" 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 W110 10d 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 />1x4 DIAGONAL <br />STM.CHORD <br />BRACING, SEE <br />PLAN FOR LOCATION <br />MAY NOT BE <br />REQUIRED <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />END WALL OR OTHER <br />END TYPE CONDITION, IF <br />DEPICTED SEE PLAN <br />(2) 2X12 <br />IR <br />24" MAX. W/ <br />24" MAX. W 9" MAX. END <br />SYP. P.T. <br />IJOIsi <br />(JOIST SPACING <br />FRONT <br />SEE FRAMING PLAN <br />TyP <br />TyP <br />LEDGER <br />e e <br />END OF <br />LEDGER <br />< �_ <br />m a <br />e <br />BOARD <br />m� <br />(2) 2X12 SYP P.T. <br />(2) 3l4" EXP. BOLTy' <br />LEDGER BOARD TO <br />J-BOLT OR TITEN BOLTS <br />REAR <br />BE USED PERPENDICULAR <br />W/2'WASHER 851/2' <br />LEDGER <br />WITH IJOIST <br />MIN. EMBED. (TYR) <br />PARALLEL TO (-JOIST <br />(2) 2X8 <br />24" MAX. W/ 24" MAX. NY 8" MAX. END <br />SYP. P.T. <br />OF S A H NG <br />I. DIET HOIST SPACING <br />FRONT <br />SEE FRAMING PLAN <br />T,P �,P <br />LEDGER <br />w <br />END OF <br />LEDGER <br />%?- m <br />d <br />e e BOARD <br />d <br />2X8 SYP P.T. 1/4'X6" TAPCON <br />sy !a <br />LEDGER BOARD TO W/ 3" MIN. EMBED <br />REAR <br />BE USED PARALLEL TYPICAL <br />LEDGER <br />TO JJOIST <br />1. <br />ENSURE THAT EXP. BOLTS/J-BOLTSfTITENS ARE PLACED INTO GROUTED CELLS, <br />8" ALL AROUND BOLT. <br />2. <br />SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0". <br />' <br />3. <br />ALL BOLTS TO HAVE WASHERS, <br />4. <br />EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" O/C. <br />5. <br />ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. <br />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />SIZE <br />IBOLTSIZE <br />MBAEWIWIT <br />CIRMALSPAONO <br />A <br />DOUBLE SYP 2X8 <br />1 1/*' <br />1 8" <br />24" O/C MAX. <br />B <br />DOUBLE SYP 2X12 <br />1 (2) 3/4" <br />1 8" <br />24" O/C MAX. <br />A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. <br />B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 314" x IC?'EXP. BOLT/J-BOLT/ TITEN BOLTS <br />W/ 5-12" MINIMUM EMBEDMENT <br />C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS <br />WOOD LEDGER DETAIL(I-JOIST) <br />1 O SCALE:-"=I'-0" <br />(2) 2X4 No.2 SYP DIAG. — <br />BRACE W/ (3) 12d 0 EA. <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />U-(Y' TO 30'-0' (1) "X" BRACE <br />30'-l" TO 60'-0 (3) "X" BRACE <br />(1) "X" BRACE @ CENTER <br />(2) "X" BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />2x WOOD FASCIA, / <br />SEE ARCHITECTURAL <br />PRE-ENG GABLE TRUSS <br />STIFFBACK (AS PER <br />TRUSS ENG) <br />SEE SCHEDULE FOR <br />BOND BEAM REQ, <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />XSRACING IS PRESENT AT <br />4'-0" O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x PT. PLATE <br />TO BLK W/ 12" DIA. <br />ANCHOR BOLT W/2' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 8" <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 (p EACH TRUSS <br />TO BE INSTALLED <br />10'-0" O.C. MAX. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE 34"=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 (Ft 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 HIOA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fi, 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: 3/4"=1'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FEL 32760 <br />PH: 407-774.6078 <br />FAX 407-774.4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />m <br />Ci <br />Q <br />4 <br />stmnm a LOT <br />ABBOTT PARK <br />LOT #9 <br />BLK #14 <br />PHASE 4 <br />C <br />lPROJECT/► <br />04181.04C-09141 <br />MODEL: <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />DETAILS <br />(I -JOIST) <br />160 MPH E . C <br />ROLAM A ABOUCK40RA <br />AR NO W723 <br />DATIM 02/07/22 <br />sCALE: 1/4"=1'-0" <br />s2SEET <br />S3.1A <br />