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ENGINEERED WOOD TRUSSES <br />PLYWOOD SHEATHING, SEE <br />0 24" O/C, SUBMIT SHOP <br />"ROOF/WALL/FLOOR <br />�' <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WTH <br />AND APPROVAL <br />FASTENER SCHEDULE" <br /># 1100 UPLIFT SIMPSON <br />(9) 10d x 1 z' NAILS TO TRUSS <br />PLYWOOD <br />SIMPSON <br />HTSM20 W11010d TO <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />"ROOF/WALLIFLOOR <br />TRUSS ANCHOR WITH <br />TRUSS ORHETA16WT <br />NOTE: APT SYP #2 2' x 4",FI <br />TRUSS AND (4)1/4" x 2 1/4" <br />(12) 1Sd x 1 } NAILS TO TRUSS <br />SHEATHING <br />10d x 1 NAILS <br />6", 8" x 4'-0" 8E ADDED <br />TITEN 2 ANCHORS TO <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />FASTENER SCHEDULE" <br />GI <br />GIRDER. PROVIDE 5" <br />R " <br />W/ 10d NAILS, 2 ROWS, 3' <br />S, 2 <br />CONT POURED LINTEL <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C 70 FACILITATE ONE <br /># 1900 UPLIFT (2) SIMPSON <br />C_( 1) SIMPSON LGT2 GIRDER T CVN WITH <br />NOTE A PT SYP #2 7' x 4", <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br />HTSM20 INSTALLED ON PRE-ENG TRUSS <br />(16) 10d x 3 x NAILS TO GIRDER AND <br />6", 8" x 4'-0" MAY BE ADDED <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br />OPPOSITE FACES OF <br />1441 N. RONALD REAGAN BLVD. <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />W/ 10d NAILS, 2 ROWS, 3" <br />HEAVY UPLIFT <br />CONNECTOR <br />TIEDOWN REQUIREMENTS, <br />BLOCK WALL W/1010d TO <br />LONGWOOD, FL 32750 <br />WITH (12) 16d x 3 �' NAILS TO GIRDER <br />O/C TO FACILITATE ONE <br />TRUSS AND (4)1/4" x 21/4" <br />PH: 407-7746078 <br />ADDITIONAL PLY MAX. TO <br />O GIRDERD(12) <br />WITH(4)t'x <br />TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM <br />FAX :407-7744078 <br />1 x2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />"LOTH <br />WITH (4)" x 5" TITEN HD TO CMU AND (12) SOS <br />TO SDS <br />}' x 2 �' TO GIRDER <br />CONT POURED LINTEL <br />www.abdesigngroup.wm <br />AA #: 0003325 <br />2x SECURED W/ (3)16d <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WTH <br />GALV. COMMON NAILS, ENGINEERED WOOD <br />lx2 SECURED W/ 10d TRUSSES 0 24" O/C, 1x2, 2x WOOD FASCIA (2) }' x 5" TITEN HD TO CMU AND (18) SDS �" x <br />GALV, COMMON NAILS SUBMIT SHOP DRAWINGS 3" TO GIRDER <br />17, O/C FOR REVIEW SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOVMJS WITH <br />AND APPROVAL 2x SECURED W (3) 16d 2 <br />GALV. COMMON NAILS. O J" x 5"TITEN HD TO CMU AND (18) SDS }'x 3' <br />1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOXNN) <br />GALV. COMMON NAILS BE ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM 17' Oic SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS <br />SEE SCHEDULE TITEN 2 ANCHORS MIN. <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3286 LBS (2 OR 3 PLY) 2" COVER & 7APART <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LEIS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = U:2705 LES(2 PLY) C ALLOWABLE UPLIFT= 8885 LSS(2 PLY MIN.) REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR <br />3 sCALE:3/4"=1'-a' <br />1a 1b 1c GIRDER CONNECTOR(S) SCALE:34"=1'-a' 2a 2b 2c <br />GIRDER CONNECTOR(S) <br />6A" MAX (W/1X4) <br />OR 10'-a' MAX (W/D(4) <br />T 2K <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />lx4 DIAGONAL <br />BTM. CHORD <br />BRACING, SEE <br />PER ELEVATION PLAN FOR LOCATION <br />4 MAY NOT BE <br />0 <br />C <br />PER <br />FFf.I IRF I-.I(]iRT T(1 T(1P PI ATF PRE-ENG (JOIST <br />MOW" <br />B°" ntla W <br />LSTA12 20 GAUGE 4500 314" WOOD PANELS <br />W/ 101x1/2 HDG COMMON NAILS. <br />EACH END TOTAL OF 10 8000 (2) 12" WOOD PANELS <br />60 (2) 12" WOOD PANELS <br />90 2x LUMBER <br />>� <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />(2) 2X4 No.2 SYP DIAL //-- 2x4 BLOCKING BETWEEN <br />BRACE W/ (" 12d A EA� / TRUSSES WHERE <br />TRUSS (DI) BRACE TO / X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4 -0' O C (AT SHEATHING <br />I <br />` <br />\I.W4 <br />v <br />T 1 <br />w/ (2) 12d TOENAILS 5/8" GYPSUM BOARD OR 12" HIGHI 0'-0" TO 30'-0" (1) "X' BRACE <br />STRENGTH CLG BOARD 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE G <br />DOUBLE TOP PLATE LVUI-JOIST WTH (1) "X" BRACE DI CENTER TO BLK W 12" DIA <br />BACKER BLOCK (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W 7' <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2z4 OR 2x6 WOOD BEARING 1x4 BTM. CHORD BRACING RACING END WALL CO OTHER STRENGTH EPDXY 6" <br />WALL W/ SYP No 2 STUDS SEE MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 2. WOOD FASCIA' <br />MIN, EMBED. AT 32" OC N <br />PLANS FOR SPACING. SINGLE 10'-0" O/C MAXSECURED W/(2) 10d DEPICTED SEE PLAN SEE ARCHITECTURAL MAX <br />BTM. PLATE TO BE PT. PROVIDE BLOCKING <br />COMMON NAILS AT EACH CHORD <br />PROVIDE DBL. TOP PLATE 12"GYP. WL. BD. INTERSECTION TYP. P.T. PLATE W/l2d%8" <br />PRE-ENG GABLE TRUSS S CUR GABLE TO 2x8 <br />BTM. CHORD BRACING STIFFBACK (ASPER OD.MAX <br />8� 8N'OWOCX ^ TRUSS ENG) (2) CONT. <br />0 EACH TRUSS <br />HTT4 W/ 5/6' A.B. WITH SCALE: 3/4"=1'-a' TO BE INSTALLED <br />iNDD A SECURE BT. PLATE RY MIN. 7" EMBEDMENTNL= 10'-0" O.C. MAX <br />4500 3/4" WOOD PANELS SLAB Wl10d MASONRY NAIL <br />6000 (2) 12" WOOD PANELS 12" O/C STAGGERED. TO SLAB & (18)16d x <br />2-1/2" NAILS TO POST. <br />ADDITIONAL METAL PERPENDICULAR TO I -JOIST <br />60 (2) 12" WOOD PANELS CONNECTORS NOT POST TO SIT DIRECTLY ; ;• <br />90 2x LUMBER REQUIRED WHEN NO ON SLAB (2) 2X12 " <br />UPLIFT IS PRESENT, OF SHEATHING 24" MAX. W/ 24" MAX W/ SPACINGP BEE SCHEDULE FOR <br />SEE FRAMING PLAN (JOIST (JOIST FRONT BOND BEAM REQ. <br />TYP. TOP. LEDGER <br />END OF o <br />e •' .. "4• •. • • LEDGER <br />4 <br />.� a' • �.. .�.e. LL� • BOARD <br />9 <br />(2) 2X12 SYP P.T. BOLT <br />LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR <br />I -JOIST CONNECTION L.B.W. LVL/WOOD POST CONNECTIONS BE USED PERPENDICULAR W/2"WASHER&512' LEDGER BLOCK WALL W/ GABLE END <br />4 % WITH (JOIST MIN. EMBED. (TYP) 7 <br />SCALE:34'=r-a' (NO UPLIFT) SCALE 3/4"=V-a' PRE-ENG1D TRUSS SCALE.3/4"=1ta' <br />PARALLEL TO I -JOIST <br />(2) 2x8 <br />24" MAX. W/ 24" MAX. W/ 6" MAX. END SYP. P.T. <br />OF SHEATHING (JOIST wOlsT SPACING FRONT .+ <br />SEE FRAMING PLAN TYP. TYP. LEDGER <br />E <br />OTCH DEPTH 114•1) • • LEDGER d a;y <br />BOARD <br />HOLE EDGE>5/8"u <br />2X6 SVP P.T. �tyEND <br />/4"THE USE OF ALTERNATE MATERIALS MAY BE <br />LEDGER BOARD TO W/3"MIN. EMBED REAR <br />aiMDIV & LM <br />ABBOTT PARK <br />LOT #6 <br />BLK #13 <br />PMJMT# <br />4181.0 —06131 <br />MODZU <br />4EHB <br />"2605— HAYDEN" <br />GARAOa SMNG: <br />RIGHT <br />PAGffi: <br />DETAILS <br />(I —JOIST) <br />HOLE DIAMETER 160 MPH EXP. C <br /><215•D SGL. STUD BE USED PARALLEL TYPICAL LEDGER �� USED SO LONG AS THEY CONFORM TO THE OUTER 1/3 OF TOI-JOIST FOLLOWING HIE _ <br />SPAN ONLY <br />1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, &' ALL AROUND BOLT. <br />5/2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-T. 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />frHOLE EDGE >8"A- SIMPSON IUS1.61/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. 3. ALL BOLTS TO HAVE WASHERS. A) AN ALTERNATE STRAP MAY BE USED SO LONGAS THE NEWSTRAP HASEMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 4. EXP. BOLTS/J-BOLTSITITEN BOLT SHOULD NOT BE ANY CLOSER THAN S"O/O EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN, 5. ONLY LEDGER INDIRECT CONTACT (REAR LEDGER) WTH CMU REQUIRED TO BE P.T. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND cz L <br />EMBED 04) tOd GALV. COMMON NAILS TO HEADER FL#17241 ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE <br />C - SIMPSON MIU3.56/16 G < 2900 LBS, U < 210 LBS W (4) 3/4'" WEDGE-BOLT/JSOLT, 5" MIN. <br />EMBED (24) GALV. COMMON NAILS TO HEADER AND(2)l0dzl-12"GALV. NAILSTOJOIST <br />FLOOR JOIST LEDGER SCHEDULE <br />THE CONNECTIONS INDICATED. A FLAT OR TWST STRIP IS NOT EQUIVALENT TO <br />A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECTTO UPLIFT, Fl, AND F2 <br />FL#17241 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSESNOT EXPOSEDTO WNDARE <br />�A <br />MARK <br />SIZE <br />BOLT SIZE <br />MNI.BID016TMNM <br />CB11RN. 8PADIN3 <br />T. <br />HOLE DIAMETER <br />D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/41" WEDGE-BOLT/JSOLT, 5" <br />SUBJECT TO Fl AND F2 FORCES. <br />I <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 />A <br />A <br />DOUBLE SYP 2x8 <br />114" <br />8" <br />24" O/C MAX <br />B <br />DOUBLE SYP 2x12 <br />(2) 3/4" <br />8" <br />24" O/C MAX <br />E - SIMPSON MIU4.75/18 G < 3455 LBS, U < 210 LBS WI (8) 3/4'" WEDGE-BOLT/1-B T, 5" MIN. <br />093, <br />FL#77241 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 1T EXP. BOLT/JSOLTRITEN BOLTS DAM <br />09/21/21 <br />W/ 5-1/2" MINIMUM EMBEDMENT <br />STUD NOTCHING WOOD LEDGER C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS aCALIM 1/4"=V-0" <br />AND BORING LIMITS (� ATTACHMENT DETAIL WOOD LEDGER DETAIL I -JOIST ALTERNATE MATERIALS aHr <br />8 SCALE 1 1lT=1'-a' SCALE:—=1'-a' 1 0 SCALE: 3 4"=1'-a' 11 SCALE: 3 4"=1'-a <br />