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A{l) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 �' NAILS TO TRUSS <br />B42) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12)16d x 1 J" NAILS TO TRUSS <br />DEL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />�C41) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 1Od x 3 }" NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12)16d x 3 }" NAILS TO GIRDER <br />lx$ 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3) 16d <br />GALV. COMMON NAILS. <br />lx2 SECURED W/ 1Od <br />GALV. COMMON NAILS <br />12' O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP #27'x4", <br />6", 8" x 4-a'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" OM, <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 />SaTYPICAL TRUSS/ <br />1a 1b 1c GIRDER CONNECTOR(S) <br />SECURE IJOIST 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 />BIM. PLATE TO BE PT, <br />PROVIDE DEL. TOP PLATE <br />B <br />BACIM BLOC( <br />THK7Bff8B <br />4500 <br />3W' WOOD PANELS <br />6000 <br />(2) 1/7' WOOD PANELS <br />60 <br />(2) 12" WOOD PANELS <br />90 <br />2x LUMBER <br />4 ,• <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG I -JOIST <br />5/8" GYPSUM BOARD OR 12" HIGH <br />STRENGTH CLG. BOARD <br />PROVIDE BLOCKING <br />12" GYP. WL BD. <br />SECURE BT, PLATE TO <br />SLAB W/1 Od MASONRY NAIL <br />12' O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />I -JOIST CONNECTIONQL.B.W. <br />4 scALE:3/a"=r-a' (NO UPLIFT) <br />OUTER 113 OF <br />SPAN ONLY <br />BTM.- <br />PLATE <br />DEPTH 1/4•D <br />—HOLE EDGE>5/e" <br />—HOLE DIAMETER <br /><2/5*0 SGL. STUD <br />HOLE EDGE >5/8' <br />HOLE DIAMETER <br /><3/5'D DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />SCALE: 1 1/7'=1'-a' <br />® 24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETA16 --. <br />TRUSS ANCHOR WITH <br />(9) 1Od x 1 J' NAILS TO <br />GIRDER. PROVIDE 5" <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)18d <br />GALV. COMMON NAILS. <br />lx2 SECURED W/ 10d <br />MASONRY BOND <br />GALV. COMMON NAILS <br />BEAM <br />12' 0/C <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF(VALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE. APT SYP #27'x 4", <br />6", 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 GIRDER <br />TIEDOWN REQUIREMENTS. <br />A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS <br />J' x 2 3" TO GIRDER <br />B{1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) }' x 5" TITEN HD TO CMU AND (18) SDS }' x <br />3" TO GIRDER <br />C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />(2) k' x 5"7ITEN HD TO CMU AND (18) SIDS }" x 3" <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />ENSURE THAT CELLS ARE GROUTED <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) "` a <br />am <br />BMYffRBLOCK <br />7HICKNI S <br />4500 <br />314" WOOD PANELS <br />8000 <br />(2) 12" WOOD PANELS <br />BO <br />(2) 72" WOOD PANELS <br />90 <br />2x LUMBER <br />LSTA122'GAUGE <br />W/ 10ck12 HOGCOMMON NAILS. <br />'0 EACH _.TOTAL OF 10 <br />LVL/IJOIST WITH <br />BACKER BLOCK <br />HTT4 W/5/8" A.B. WITH <br />MIN. 7"EMBEDMENT <br />TO SLAB & (18)16d x <br />2.12" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />LVL/WOOD POST CONNECTIONS <br />5 SCALE: 3/4"=V-0" <br />A- SIMPSON IUS1.81/16 G < 1400 LES, 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, 5" 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) 3/4'" WEDGE-BOLT/J-BOLT, 5' 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) 3/4"° WEDGE-BOLT/J-BOLT, 5" <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) 10dx1-1/2" GALV. NAILS TO JOIST <br />FL#17241 <br />WOOD LEDGER <br />9 ATTACHMENT DETAIL <br />SCALE: 3/4"=1'-a' <br />6'-0" MAX (VWi X4) <br />OR /0-0" MAX (W2X4) <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 /># 1100 UPLIFT SIMPSON - <br />HTSM20 W/10 10d TO <br />TRUSS AND (4)1/4" x 2 1/#' <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/10 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 />2" COVER & 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE'. 3l4"=1'-a' <br />lx4 DIAGONAL <br />BTM.CHORO <br />BRACING, SEE <br />PLAN FOR LOCATION <br />MAY NOT BE <br />REQUIRED <br />BIM. CHORD OF <br />WOOD ROOF TRUSSES <br />END WALL OR OTHER <br />END TYPE CONDITION, IF <br />DEPICTED SEE PLAN <br />BTM. CHORD BRACING <br />V <br />SCALE: 3/4"=l'-0" <br />PERPENDICULAR TO I -JOIST <br />(2) 2X12 <br />TR R <br />24' MAX. W/ MAX. MAX. W/ 8" MAX. END <br />SYP. P.T. <br />H <br />WOIST (JOIST SPACING <br />FRONT <br />SEE FRAMING PLAN <br />TYP TYP <br />LEDGER <br />e e <br />END OF <br />LEDGER <br />L <br />b <br />• <br />BOARD <br />v <br />(2) 2X12 SVP P.T. (2) 3/4" EXP. BOLT <br />LEDGER BOARD TO J-BOLT OR TITEN BOLTS <br />REAR <br />BE USED PERPENDICULAR W/ 7WASHER & 5 1/7' <br />LEDGER <br />WITH (JOIST MIN. EMBED, (TYP) <br />PARALLEL TO I -JOIST <br />(2) zxe <br />T 24" MAX. m 24" MAX. W/ 8" MAX. END SYP. P.T. <br />F H I <br />SEE FRAMING PLAN <br />(JOIST IJOIST SPACING FRONT <br />TYP TYP LEDGER <br />.:% <br />END <br />} <br />° <br />LEDGER ° <br />E <br />- <br />a• <br />• <br />BOARD o <br />L' <br />2X8 SYP P.T. <br />1/4"XS' TAPCON s�' <br />f <br />LEDGER BOARD TO W/ 3" MIN. EMBED REAR <br />BE USED PARALLEL TYPICAL (.EDGER <br />TO IJOIST <br />1. ENSURE THAT EXP. BOLTWJ-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. <br />2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'4'. <br />3. ALL BOLTS TO HAVE WASHERS. <br />4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" 0/C, <br />5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. <br />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLTSIZE <br />MBLEWDISTANCE <br />CeMXSPACNO <br />A <br />DOUBLE SYP 2x8 <br />1 1/4" <br />1 81,. <br />24" O/C MAX. <br />B <br />DOUBLE SYP 202 <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 3/4" x 10" EXP, BOLT/J-BOLT/TITEN BOLTS <br />W/ 5-1/7MINIMUM EMBEDMENT <br />C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS <br />WOOD LEDGER DETAIL (I -JOIST) <br />1 0 SCALE: <br />(2) 2X4 No.2 SYP DIAG. — <br />BRACE W/ (3)12d 0 EA. <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />a-0" TO 30'47' (1) "X" BRACE <br />30'-1" TO 60'-0 (3)'W BRACE <br />(1) "X" BRACE 0 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 />X-BRACING IS PRESENT AT <br />4'-01' O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x PT. PLATE <br />TO BLK W/ 12" DIA. <br />ANCHOR BOLT W/ 7' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6' <br />MIN. EMBED. AT 37OC <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-ENG'D 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, Ft, 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"=V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-77"078 <br />FAX: 407-7744078 <br />www.abde•igngroup.eom <br />AA #: 0003325 A <br />y <br />a <br />BS <br />Bib <br />r <br />04 <br />Q <br />ktk <br />pp�� <br />o <br />� <br />rn <br />SVSDIV. de TAT: <br />ABBOTT PARK <br />LOT #14 <br />BLK #13 <br />PHASE #4B <br />PROJECT <br />04181.04t-14131 <br />MODEL? <br />3EFB <br />"2447—ROBIE" <br />GARAGE 911IN0: <br />RIGHT <br />PACE: <br />DETAILS <br />(I —JOIST) <br />160 MPH EXP. C <br />DA ET 10/26/21 <br />SCALE: 1/4' = 1'-0" <br />SHEET <br />S3.1A <br />