Laserfiche WebLink
A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 �' NAILS TO TRUSS <br />B-(2) SIMPSON HETA16 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 />C4 <br />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 />lx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS, <br />IX2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />12' O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 Z' x 4", <br />6", 8" x 4'17' 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, L:770 LBS (1 PLY) <br />8 ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:27D5 LBS (2 PLY) <br />al� TYPICAL TRUSS/ <br />u I`' GIRDER CONNECTOR(S) $GALE: <br />SECURE IJOIST 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 />SERIES <br />BACJERUX:I( <br />TVIOSE88 <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2)12" WOOD PANELS <br />60 <br />(2)1/2"WOOD PANELS <br />90 <br />21 LUMBER <br />314" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG IJOIST <br />5/8" GYPSUM BOARD OR 1/Z' HIGH <br />STRENGTH CLG. BOARD <br />PROVIDE BLOCKING <br />12" GYP. WL. BD. <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />12' O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />(_:"�I-JOIST CONNECTION @ L.B.W. <br />`* scALE:3/4"=1'-a' (NO UPLIFT) <br />DEPTH IWO <br />—HOLE EDGE >5/8" <br />—HOLE DIAMETER <br /><2/5•D SGL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />BTM.- <br />PLATE <br />STUD NOTCHING <br />AND BORING LIMITS <br />SCALE: 1 12"=1'-0" <br />EDGE >5/8" <br />HOLE DIAMETER <br />< 3/5'D DBL. STUD <br />ENGINEERED WOOD TRL <br />0 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 />'ROOFNVALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE' <br />NOTE: APT SYP #22"x V, <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 />\--A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) SIDS <br />J' x 2 �' TO GIRDER <br />B41) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) }" x 5" TITEN HD TO CMU AND (18) SDS }'x <br />1x2, 2x WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED W/ (3)16d <br />(2) J' x 57ITEN HD TO CMU AND (18) SIDS }" 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 />12' O/C SEE SCHEDULE <br />SOLID, 8" EACH WAY OF BOLTS <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />8 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) <br />SB�S <br />BACKER UM <br />THICKNESS <br />4500 <br />3/4" WOOD PANELS <br />8000 <br />(2) 12" WOOD PANELS <br />80 <br />(2) 12" WOOD PANELS <br />90 <br />2x LUMBER <br />LSTA12 20 GAUGE <br />W/ 1Ddx12 HOG COMMON NAILS. <br />EACH END TOTAL OF 10 <br />LVUIJOIST WITH <br />BACKER BLOCK <br />HTT4 W/ 5/8" A.B. WITH <br />MIN. T' EMBEDMENT <br />TO SLAB 4DIRECTLY <br />2-12" NAI <br />POST TO <br />ON SLAB <br />4• <br />e4 .e <br />LVUWOOD POST CONNECTIONS <br />5 SCALE: 3/4"=V-0" <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, 5" MIN. <br />EMBED 114) 10d GALV. COMMON NAILS TO HEADER FL#17241 <br />C - SIMPSON MIU3.56/16 G <2900 LBS, U <210 LBS W/ (4) 3X' WEDGE-BOLT/J-BOLT, 6' MIN. <br />EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-12" GALV. NAILS TO JOIST <br />FL#17241 <br />D - SIMPSON HHU57.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 314- 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) 3M'" WEDGE-BOLT/J-BOLT, 5' MIN. <br />EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-12" GALV. NAILS TO JOIST <br />FL#17241 <br />WOOD LEDGER <br />ATTACHMENT DETAIL <br />9 SCALE: 3/4"=1'-0" <br />6-0- MAX (M1X4) <br />OR loMAX (Np2X4) <br />MAX. OR 2x4 BTM. CHORD BRACING <br />10'-U' O/C MAXSECURED W/ (2) 10d <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. <br />BTM. CHORD BRACING <br />6 SCALE: 3/4"=V-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 /># 19DO 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 & 2' APART <br />REPAIR OF MULTIPLE <br />3 MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 314"=1'-0" <br />lx4 DIAGONAL <br />BTM. 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 />2j 2X12 <br />TR USL5RG. <br />2e MAX. W/ 24" MAX. W/ <br />8" MAX. END <br />SYP. P.T. <br />OF EAT ING <br />LroIST LmIST <br />SPAGNG <br />FRONT*REAR <br />SEE FRAMING PLAN <br />�,P �,P <br />LEDGER <br />END OFLEDGERBOARD <br />(2) 2X12 SYP P.T. <br />(2) 3/4" EXP. BOLTLEDGER <br />BOARD TO <br />J-BOLT OR TITEN BOLTS <br />BE USED PERPENDICULAR <br />W/ 2" WASHER & 5 12" <br />LEDGER <br />WITH IJOIST <br />MIN. EMBED. (TYP) <br />PARALLEL TO I -JOIST <br />(2)2X8 <br />R S <br />8" MAX. END <br />2e MAX. W/ 24' M4%. W/�eTEN <br />SYP. P.T. <br />OF SH A IN <br />SEE FRAMING PLAN <br />IIIST LroISTSPACING <br />TYP TYP. <br />FRONT :ir: <br />LEDGER ;�. <br />W <br />D OF <br />LEDGER <br />ri' b <br />d <br />e e BOARD <br />a !a <br />2X8 SYP P.T. TAPCON <br />tf A' <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, WALL AROUND BOLT. <br />2. <br />SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4-0". <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 />1BOLTSIZE <br />MN. END DISTANCEI <br />CENTRAL SPACING <br />A <br />DOUBLE SYP 2x6 <br />1 1/4" <br />1 11 <br />24" O/C MAX. <br />B <br />DOUBLE SYP 202 <br />1 (2) 314" <br />1 <br />124" 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. SOLTIJ-BOLT7TITEN BOLTS <br />W/ 5_1/2' MINIMUM EMBEDMENT <br />C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS <br />10 SWOOD LEDGER DETAIL (I -JOIST) <br />SCALE: 3/4"=l'-0" <br />(2) 2X4 No.2 SYP DIAG. - <br />BRACE W/ (3) 12d Q EA. <br />TRUSS(DIAG. BRACE TO <br />COVER 5TRUSSES) <br />0'-0" TO 30'-0" (1)'7(" BRACE <br />30'-1" TO 60'-0 (3) "X" BRACE <br />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 RED. <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENT AT <br />4'4" 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 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) 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"=V-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 HIGA 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: 3/4"=1'1 . <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.77"078 <br />FAX: 407-7744078 <br />www.a bdeaigngroup.Dom <br />L AA M: OW3326 J <br />W01 <br />c� <br />i] <br />2 <br />p <br />� <br />C <br />o <br />v <br />S <br />C <br />BVHDIV 81: LOT: <br />1tODEL: <br />ABBOTT PARK <br />LOT #19 <br />BLK #12 <br />PHASE 4C <br />PROJECT* <br />04181.04C-19121 <br />4EHB <br />"2605—HAYDEN" <br />GARAGE 8WMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />160 MPH EXP. C <br />RINT <br />DATIL. 02/08/22 <br />OCALE: 1/4"=1'-0" <br />819EET <br />s3.1A <br />