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A41) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 �' NAILS TO TRUSS <br />842) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d x 1 �' NAILS TO TRUSS <br />DEL 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 k' NAILS TO GIRDER <br />1X2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV, COMMON NAILS. <br />tx2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />12" O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFNJALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP #27'X 4", <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 Q 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 = U2705 LBS (2 PLY) <br />TYPICAL TRUSS/ <br />1aS <br />1c GIRDER CONNECTOR(S) SCALE <br />8 <br />9A01®lLN <br />7FIp0E'HB <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 & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG IJOIST <br />518" GYPSUM BOARD OR 12" HIGH <br />STRENGTH GUS. BOARD <br />SECURE IJOIST TO TOP PLATE <br />W/ (2) 12d TOENAILS <br />DOUBLE TOP PLATE <br />2.4 OR 216 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 />PROVIDE BLOCKING <br />1/7' GYP. WL, BD. <br />SEE SHEET S1.1A FOR <br />NAIL SIZE AND PATTERN <br />4 I -JOIST CONNECTION L.B.W. <br />BDALE. 3/4"=T-Y' (NO UPLIFT) <br />OUTER 1/3 OF <br />SPAN ONLY <br />BTM. - <br />PLATE <br />DEPTH 114'0 <br />—HOLE EDGE >5/6' <br />—HOLE DIAMETER <br /><2/5'D SGL. STUD <br />HOLE EDGE >5/8" <br />HOLE DIAMETER <br />< 3/5•D DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE 112"=1'-0" <br />ENGINEERED WOOD TRU <br />C 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 J' 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 />"ROOFAMALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APTSYP#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 GIRDER <br />TIEDOWN REQUIREMENTS. <br />L A41)SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />WITH (4) j' x 5" TITEN HD TO CMU AND (12) SDS <br />*' x 2 J' TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) �' x 5" TITEN HD TO CMU AND (18) BIDS *'x <br />1x2, 2x WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />C42) SIMPSON FGTR GIRDER TIEDONWS WITH <br />2x SECURED % 0)16d <br />(2) J' X 6TITEN HD TO CMU AND (18) SDS }' x 3' <br />GALV. COMMON NAILS. <br />1x2 SECURED W/ 10d MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM <br />ENSURE THAT CELLS ARE GROUTED <br />17' 0/C SEE SCHEDULE <br />SOLID, W 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 2b 2c TYPICAL ROOF SCAL 3/4"=1'-0 <br />GIRDER CONNECTOR(S) <br />LSTA12 20 GAUGE <br />W/ 10dxl/2 HOG COMMON NAILS. <br />Q EACH END TOTAL OF 10 <br />!� <br />ML10I8LOCK <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/ 518" A, B. WITH <br />MIN. T' EMBEDMENT <br />TO SLAB & (18)16d x <br />2-1/2" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />LVL/VVOOD POST CONNECTIONS <br />5 <br />A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 314" WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 <br />5-8 1 <br />-SI MPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS WI (2) 3l4"' 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)10dx1-12' 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, 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 />ATTACHMENT DETAIL <br />9 SCALE: 3/4"=1'-0' <br />6-M MAX (W/1X4) <br />IZ OR lo-0' MAX(W/D(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 />6 SCALE: 3/4'=1'-0" <br />PERPENDICULAR TO [-JOIST <br /># 1100 UPLIFT SIMPSON <br />HTSM20 W/1010d TO <br />TRUSS AND (4) 1/4" x 21/4" <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 2114' <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 & 7APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 3/4"=1'-0 30 <br />1x4 DIAGONAL <br />BTM.CHORD <br />BRACING, SEE <br />PLAN FOR LOCATION <br />MAY NOT SE <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 />TRU�OF <br />24" MAX. W/ <br />24' MAX. W/ 8" MAX. END <br />SYP. P.T. <br />SHEATHING <br />FOIST SPACING <br />FRONT t: <br />SEE FRAMING PLANP <br />NP <br />LEDGER <br />fr.T <br />E <br />LEDGER <br />xL�END <br />b fee <br />BOARD <br />" <br />rx. au F <br />(2) 2X12 SYP P.T. <br />(2) 3/4" EXP. BOLT <br />LEDGER BOARD TO <br />J-BOLT OR TITEN BOLTS <br />REAR <br />BE USED PERPENDICULAR <br />W! 2" WASHER & 512" <br />LEDGER <br />WITH (JOIST <br />MIN. EMBED. (TYP) <br />PARALLEL TO I -JOIST <br />(2) 2X8 <br />T <br />24" MAX. W/ 24" MAX. W/ 8" MAX. END <br />SYP. P.T. i <br />F HEAT NG <br />SEE FRAMING PLAN <br />IJDI6T-JOIST sPAgNc <br />TYP TYP <br />FRONT <br />LEDGER <br />w <br />END E <br />LEDGER <br />m ? <br />d <br />d <br />° ° BOARD <br />d <br />2X8 SYP P.T. 1/4'x( TAPCON <br />L' <br />LEDGER BOARD TO W/ 3" MIN. EMBED <br />REAR <br />BE USED PARALLEL TYPICAL <br />LEDGER <br />TO (JOIST <br />1. <br />ENSURE THAT EXP, BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, <br />8" ALL AROUND BOLT. <br />2. <br />SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4-9'. <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 />BOLTSIZE <br />wLew=rmm <br />cwwLBPAcm <br />A <br />DOUBLE SYP 2.8 <br />1 1/4" <br />1 8" <br />24" O/C MAX. <br />B <br />DOUBLE SYP 2.12 <br />1 (2) 3/4" <br />1 8" <br />24" O/C MAX. <br />A. FASTENERS FOR PARALLEL LEDGER SHALL BE 114" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. <br />S. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10" EXP. BOLT/J-BOLT/TITEN BOLTS <br />W/ 5-117 MINIMUM EMBEDMENT <br />C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS <br />a10 WOOD LEDGER DETAIL (I -JOIST) <br />SCALE: 3/4"=T-0" <br />(2) 2X4 No.2 SYP DIAG. — <br />BRACE W/ (3)12d 0 EA. <br />TRUSS(DIAG. BRACE TO <br />COVER 5TRUSSES) <br />0'-0" TO 30'-0" (1)'X" BRACE <br />30'-T' TO 60'-0 (3)'X' BRACE <br />(1) 'X" BRACE @ CENTER <br />(2) K. <br />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 />X43RACING IS PRESENT AT <br />4'-0" O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x PT. PLATE <br />TO BLK W/ 12" DIP. <br />ANCHOR BOLT W/ 7 <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6' <br />MIN. EMBED. AT 32" 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) 1Dd's C EACH TRUSS <br />TO BE INSTALLED <br />10'4" 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, F1, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO FI AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=T-U' <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-774-0078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />S <br />b <br />BVHDiR & LOT: <br />ABBOTT PARK <br />LOT #26 <br />BLK. #12 <br />PROJECT <br />04181.006-26121 <br />MODEL: <br />3EEB <br />"2260-ELSTON" <br />GARAGE 8111I TG: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I -JOIST) <br />160 MPH E C <br />