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{1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 1 Od x 1 k' NAILS TO TRUSS <br />42) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12)16d x i �' NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />41) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 J' 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 />"ROOFIWALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP #22"x W% <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 0 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, 1 :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 />1a 1b 1c TYPICAL TRUSS/ 3 <br />GIRDER CONNECTOR(S) <br />BBiEB <br />BACIQ•RBLOCIC <br />THCIMBIS <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2) 1/2" WOOD PANELS <br />6D <br />(2) 1/2" WOOD PANELS <br />90 <br />2x LUMBER <br />314" 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 WOIST TO TOP PLATE <br />w/ (2)12d TOENAILS <br />DOUBLE TOP PLATE <br />2z4 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 />1/2" GYP. WL. BD. <br />SEE SHEET 61.1A FOR <br />NAIL SIZE AND PATTERN <br />��I-JOIST CONNECTION @ L.B.W. <br />(NO UPLIFT) <br />OUTER 1/3 <br />SPAN ONLY <br />BTM.— <br />PLATE <br />DEPTH 1/4'0 <br />—HOLE EDGE -5/8" <br />-HOLE DIAMETER <br />2/5•D SOL. STUD <br />AND BORING (LIMITS <br />i; <br />SCALE: 1 12"=1'-0" <br />EDGE -5/9' <br />HOLE DIAMETER <br />< 3/5"0 DBL. STUD <br />ENGINEERED WOOD TRU <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 />E, 2x WOOD FASCIA S <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3) 16d <br />GALV. COMMON NAILS. <br />lx2 SECURED W/ 10d MASONRY BOND <br />GALV. COMMON NAILS BEAM <br />1T O/C SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP #27'x <br />6'. W 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-SOS2.5 GIRDER TIEDOWN <br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) 506 <br />J" x 2 J" TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) }" x 5" TITEN HD TO CMU AND (18) SDS }'x <br />7 TO GIRDER <br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />(2) }" x 5'TITEN HO TO CMU AND (18) SDS }'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 LU i <br />GIRDER CONNECTOR(S) A` 3/4 <br />s� <br />�� <br />BMIQRSL= <br />TFNpBB 86 <br />4500 <br />31d" WOOD PANELS <br />8000 <br />(2) 1!Y' WOOD PANELS <br />80 <br />(2) 12" WOOD PANELS <br />90 <br />2x LUMBER <br />LSTA12 20 GAUGE <br />W/ 1DdX,12 HOG COMMON NAILS. <br />a EACH END TOTAL OF 10 <br />LVIJIJOIST WITH <br />BACKER BLOCK <br />HTT4 W/ 5/8" A.B. WITH <br />MIN. 7"EMBEDMENT <br />TO SLAB 8 (18)16d z <br />2-12" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />a <br />LVLMOOD POST CONNECTIONS <br />5 SCALE: 3/4"=T-W <br />A - SIMPSON IUS1.81116 G < 1400 LBS, U <70 LBS W/ (2) 3M4 WEDGE-BOLTIJ-BOLT, 5" MIN. <br />EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 <br />B - SIMPSON IU52.37/16 G 1400 LBS U < 70 LBS WI 2 314° WEDGE-BOLT/JOLT 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) 3I4'" WEDGE-BOLTIJ-BOLT, 5" MIN. <br />EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/2" GALV. NAILS TO JOIST <br />FL#1724I <br />D -SIMPSON HHUS7.25110 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-BOLTIJ-BOLT, 5" MIN. <br />EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) 10d0-1/2" GALV. NAILS TO JOIST <br />FL#17241 <br />WOOD LEDGER <br />ATTACHMENT DETAIL <br />`9 SCALE: 3/4"=T-0' <br />8'-0" MAX (W/1X4) <br />2R 1 O'-0" MAX (W/2X4) <br /># 1100 UPLIFT SIMPSON — <br />HTSM20 W/1010d TO <br />TRUSS AND (4)1/4" x 2 1/4" <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 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 />7COVER & 7APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=l'-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 />tx4 BTM. CHORD BRACING 6-0' O/C END WALL OR OTHER <br />MAX., OR 214 BTM, CHORD BRACING END TYPE CONDITION, IF <br />10'-U' 0/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. CHORD BRACING <br />6 <br />SCALE: 3/4"=1'-0" <br />24 24" MAX. W IJOIST SPACING <br />8" MAX. <br />END w/I-JOIST TYP TYP P <br />ACIN SEE FRAMING PLAN LED LEDGER BD. <br />MA% . MAX MAX . . . . <br />1/Y EXP. (2) 2X6 SVP P.T. ii FROM 12) 2%72 SVP <br />BOLT/J B W/ Y LEUGER BOARD W E LEEDGER BOARD 70 BOLT/J-BOLT W/ Y <br />WAS <br />& 5117' TO BE USED 1. ENSURE THAT EXP. BE USED WITH IJOIST WASHER & 512' <br />MIN. EMBED. (f1'P) WITH (JOIST BOLTS/J-BOLTS ARE PLACED MIN. EMBED. (IYP) <br />INTO GROUTED CELLS, $" ALL <br />AROUND BOLT FROHT <br />2. SPLICE OF FRONT AND REAR LEDGER <br />FEr LEDGER SHOULD LAP A MIN OF <br />z_i <br />K2 3. ALL BOLTS TO HAVE MASHERS (2) 2X12 <br />4, EXP. BOLTS/J-BOLTS SHOULD SVP PT <br />NOT BE ANY CLOSER TH4N 6' <br />Z O/C. Z <br />S. ONLY LEDGER INDIRECT °D f <br />(2) 2X8 CONTACT (REAR LEDGER) WITH REAR <br />SYP PT CMU REQUIRED TO BE P.T. LEDGER <br />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />END BPACBNi <br />CBYTRAL SPACING <br />A <br />DOUBLE SYP 2x8 <br />1/7' <br />8" MAX. <br />24" O/C MAX. <br />B <br />DOUBLE SYP 2x12 <br />(2) 3/4" <br />8" MAX. <br />24" OIC MAX. <br />I -JOIST WOOD LEDGER DETAIL <br />SCALE: 3/4"=l'-a3/4"=l'-0" <br />(2) 2X4 No.2 SYP DIAG. — <br />BRACE W/ (3)12d ® EA <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO 30'-O" (1) "X" BRACE <br />31-1" TO 60'-0 (3)'X" 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 RED. <br />2.4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENT AT <br />4'-0" O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x8 PT. PLATE <br />TO BLK W/ 1/2" DIA <br />ANCHOR BOLT W/ Z' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 5' <br />MIN. EMBED, AT 37OC <br />MAX. <br />SECURE GABLE TO 2z8 <br />P.T. PLATE W/ 12d's 8" <br />O.C. MAX <br />CONT. 2z4 SECURED W/ <br />(2) 10d.. <br />0 EACH TRUSS <br />TO BE INSTALLED@ <br />10'-0" O.C. MAX. <br />BLOCK WALL W/ GABLE END <br />' PRE-ENG'D TRUSS SCALE:34"=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 (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 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-O" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdoslgngroup.eom <br />AA #: 0003325 A <br />3 <br />is <br />L{�, <br />R <br />I <br />i¢S <br />C <br />SVHDIV. se LOT: <br />ABBOTT PARK <br />LOT #22 <br />BLK. #7 <br />PROJECT# <br />04181.000-22071 <br />MODEL° <br />4EHB <br />"2605- HAYDEN" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I -JOIST) <br />160 MPH EXP. C <br />6 <br />DIUNT <br />A 5/04/21 <br />SCALE: 1/4"=1'-0" <br />l3HEET <br />S3.1A <br />