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A41) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) IDd x 1 }'NAILS TO TRUSS <br />842) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12)16d x 1 J" NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C41) 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 />lx2 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: A PT SYP #2 Z' 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 TRUSS <br />ANCHOR REQUIREMENTS. <br />ENGINEERED WOOD <br />TRUSSES G 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) <br />S ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />la lb lc TYPICAL TRUSS/ SCALE 3/4'=1'- ' <br />GIRDER CONNECTOR(S) <br />SamBACIO3t <br />BLOCK <br />T19(MOE8S <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2) 1/2' 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 />5/8" GYPSUM BOARD OR 1/2" HIGH <br />STRENGTH CLG. BOARD <br />SECURE I -JOIST 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 />PROVIDE BLOCKING <br />1r7 GYP. WL. BD. <br />SEE SHEET S1.1A FOR <br />NAIL SIZE AND PATTERN <br />%�,I-JOIST CONNECTION @ L.B.W. <br />*-CALE:3/4"=T-0" (NO UPLIFT) <br />G 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 />"ROOFNJALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP #22"x4", <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 HO TO CMU AND (12) SDS <br />�' x 2 �' TO GIRDER <br />B41) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) J" x 5" TITEN HD TO CMU AND (18) SDS }" x <br />lX2, 2x WOOD FASCIA <br />W TO GIRDER <br />SEE ARCHITECTURAL <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED W/ (3)16d <br />(2) J' x 57ITEN HD 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 />S2as(F�GIRDER CONNECTOR(S) -CAL <br />LSTA12 20 GAUGE <br />W/ 10dxl/2 HDG COMMON NAILS. <br />G EACH END TOTAL OF 10 <br />8 <br />BACIUBLOCK <br />THICKNESS <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2) 1/2" WOOD PANELS <br />80 <br />(2) 1/2" WOOD PANELS <br />90 <br />2x LUMBER <br />LVL/IJOIST WITH <br />BACKER BLOCK <br />HTT4 W/ E <br />MINT' EA <br />TO SLAB <br />2-1/Z' NAI <br />POSTTO <br />ON SLAB <br />LVL/WOOD POST CONNECTIONS <br />5 SCALE: 314"=1'-0" <br />6-0- MAX (wl X4) <br />Oft 10'0 MAX (w/1X4) <br />MAX.,"OR 2x4 BTM. CHORD BRACING <br />10'4" O/C MAXSECURED W/ (2)1Od <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. <br />�,� BTM. CHORD BRACING <br />V SCALE: 3/4"=1' 0' <br />PERPENDICULAR TO I -JOIST <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/10 10d TO <br />TRUSS AND (4)1/4" x 21/4" <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 />MOISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 3/4"=T-0' <br />3 <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 />(2) 2X12 <br />OR BT <br />W/ <br />24" MAX. W/ 8" MAX. END <br />SYP, P.T.T <br />T <br />(JOISTSPACING <br />FRONTSEE <br />FRAMING PLAN <br />LEDGER <br />224" <br />END E LEDGER <br />6 <br />BOARD <br />v �3 <br />(2) 2X12 SYP P.T. <br />(2) 3/4' EXP. BOLT <br />r:i <br />LEDGER BOARD TO <br />J-BOLT OR TITEN BOLTS <br />REAR <br />BE USED PERPENDICULAR <br />W/ Z' WASHER & 5 1/2' <br />LEDGER <br />WITH (JOIST <br />MIN. EMBED. (TYP) <br />PARALLEL TO I -JOIST <br />TR 24- MAX. WI 24" MAX. W/ 8" MAX. END <br />O H AT (JOIST WOIST SPACING <br />SEE FRAMING PLAN TYP TYP <br />END OF <br />a <br />LEDGER <br />NOTCH DEPTH 1/4•D <br />o o BOARD <br />� <br />O <br />HOLE EDGE >5/8" <br />2X8 SYP P.T. 1/4"X6' TAPCON <br />HOLE DIAMETER <br />LEDGER BOARD TO W/ 3" MIN. EMBED <br />< 25'D SGL. STUD <br />BE USED PARALLEL TYPICAL <br />OUTER 1/30F <br />SPAN ONLY <br />TO I -JOIST <br />EDGE >5 8" <br />BTM. \� V I I I \—<� 5ED DBL. STUD <br />TER <br />PLATE <br />STUD NOTCHING <br />AND BORING LIMITS <br />U SCALE: 1 1/2"=1'-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 (14)10d GALV. COMMON NAILS TO HEADER FL#17241 <br />C -SIMPSON MIU3.66116 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-i/2" 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) iDdxl-l/Z' GALV. NAILS TO JOIST <br />FL#17241 <br />WOOD LEDGER <br />9 ATTACHMENT DETAIL <br />SCALE: 3/4"=V4' <br />(2) 2X8 <br />SYP. P.T. <br />FRONT <br />LEDGER <br />g �s <br />o ,`.a <br />ro� <br />REAR <br />LEDGER <br />1. ENSURE THAT EXP. BOLTS/J-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'-0'. <br />3. ALL BOLTS TO HAVE WASHERS. <br />4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" O/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 />IBOLTSIZE <br />jWKENDIDISTANCE1 <br />CENTRAL 8PA01NG <br />A <br />DOUBLE SYP 2x8 <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 1/4" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. <br />B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10" EXP. BOLT/J-SOLTRITEN BOLTS <br />W/ 5-1/2' MINIMUM EMBEDMENT <br />C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS <br />10 WOOD LEDGER DETAIL (I -JOIST) <br />SCALE: 3/4"=T-0' <br />(2) 2X4 No.2 SYP DIAG. — <br />BRACE W/ (3)12d G EA, <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'4" TO 30--0" (1) "X" BRACE <br />30'-l" TO 60'-0 (3) "X" BRACE <br />(1) "X" BRACE G CENTER <br />(2)'7(" BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />2x WOOD FASCIA, - <br />SEEARCHITECTURAL <br />PRE-ENG GABLE TRUSS —� <br />STIFFBACK (AS PER—� <br />TRUSS ENG) <br />SEE SCHEDULE FOR <br />BONO BEAM REQ. <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/ 1/2" 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 W <br />O.C. MAX <br />CONT. 2x4 SECURED W/ <br />(2)10d's G EACH TRUSS <br />TO BE INSTALLED G <br />10-0" O.C. MAX. <br />BLOCK WALL W/ GABLE END <br />PRE-ENGD TRUSS SCALE: 3/4"=1'A" <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 (Fl 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: 3/4"=l'-0" <br />1441 N. RONAL.D REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-774.6078 <br />FAK 407-7744078 <br />www.abdesigngmup.com <br />AA #: 0003325 J <br />V <br />a <br />a <br />d) <br />J <br />W24 <br />�S <br />4 <br />m <br />SUBDIV. do LOT• <br />ABBOTT PARK <br />LOT #30 <br />BLK #7 <br />PROJECT* <br />04181.000-30071 <br />MODEL: <br />E401 <br />"2828- ENSLEY" <br />GARAGE 811IING: <br />LEFT <br />PAGE: <br />DETAILS <br />(I -JOIST) <br />160 MPH EXP. C <br />