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-(1) SIMPSON HETAI6 TRUSS ANCHOR WITH <br />(9) 1 Od x 1 4" NAILS TO TRUSS <br />J2) SIMPSON HETAt6 TRUSS ANCHOR WITH <br />(12) 16d x i J" NAILS TO TRUSS <br />DBL STRAP,1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 1 Od x 3 4" NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12)16d x 3 I NAILS TO GIRDER <br />2x WOOD FASCIA <br />E ARCHITECTURAL <br />SECURED W/ (3)16d <br />JLV. COMMON NAILS. <br />? SECURED W/ 1Od <br />ILV. COMMON NAILS <br />' O/C <br />MASONRY BONDBEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2" x 4", <br />6", 8" x 4'-0" MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3" <br />OK: 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 = U:2705 LBS (2 PLY) <br />la 1 b 1 c TYPICAL TRUSS/ <br />SS - <br />GIRDER CONNECTOR(S) <br />8B>ES <br />BAp03t&M <br />THC OM <br />4600 <br />314' WOOD PANELS <br />6000 <br />(2)1/2' WOOD PANELS <br />60 <br />(2)1/2"WOOD PANELS <br />90 <br />2x LUMBER <br />a <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 IJOIST TO TOP PLATE <br />w/ (2) 12d TOENAILS <br />DOUBLE TOP PLATE <br />20 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 OBL. TOP PLATE <br />PROVIDE BLOCKING <br />1/2"GYP. WL. SO, <br />I -JOIST CONNECTION @ L.B.W. <br />4 SCALE:3/4"=1'-0" (NO UPLIFT) <br />OUTER 113 OF <br />SPAN ONLY <br />BTM.- <br />PLATE <br />DEPTH 1/4'D <br />—HOLE EDGE -6/8" <br />—HOLE DIAMETER <br /><2/5'D SGL. STUD <br />HOLE EDGE >518" <br />01 <br />OLE DIAMETER <br />< 3/5'D DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 1/2'=1'-0" <br />ENGINEERED WOOD TRU <br />24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETA16 <br />TRUSS ANCHOR WITH <br />(9)1 Od 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: A PT SYP #2 2" x 4", <br />6", 8" x 4'-0' MAY BE ADDED <br />WI 10d NAILS, 2 ROWS, 3" <br />O1C 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) 4" x 5" TITEN HD TO CMU AND (12) SOS <br />4" x 2 }" TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) }" x 5" TITEN HD TO CMU AND (18) SOS 4" x <br />lx2, 2x WOOD FASCIA <br />3" TO GIRDER <br />URA <br />SEE ARCHITECTURAL <br />C42) SIMPSON FGTR GIRDER TIEOOWNS WITH <br />2x SECURED W/ <br />GALV. COMMON NAILS. <br />(2) }" x 5"f ITEN HD TO CMU AND (18) SOS 4" x 3" <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" O1C 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 MfN.) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />S <br />S <br />2c TYPICAL ROOF - <br />GIRDER CONNECTOR(S) <br />88iEB <br />B CMIRM <br />TH KNEBS <br />4500 <br />3/4°WOOD PANELS <br />8000 <br />(2) i/2" WOOD PANELS <br />60 <br />(2) 12' WOOD PANELS <br />90 <br />2x LUMBER <br />LSTA12 20 GAUGE <br />W/ 10dx1/2 HDG COMMON NAILS. <br />a EACH END TOTAL OF 10 <br />LVL/IJOIST WITH <br />BACKER BLOCK <br />HTT4 W/ 5/8" A.B. WITH <br />MIN. 7" EMBEDMENT <br />TO SLAB & (18)16d x <br />2-1/2" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />4. 4. <br />LVLIWOOD POST CONNECTIONS <br />5 SCALE: 3l4"=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 AND (2) 10dxl-1/2" GALV. NAILS. TO JOIST <br />FL#17241 <br />B - SIMPSON IUS2.37116 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"' WEDGE-BOLTIJ-BOLT, 5" MIN. <br />EMBED (14)1Dd GALV. COMMON NAILS TO HEADER AND (2) 1Ddxl-i/2" GALV. NAILS TO JOIST <br />FL#17241 <br />C - SIMP$ON MIU3.56/16 G < 29W LBS, U < 210 LBS W/ (4) 3/4"" 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#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)10dxl-1/2" GALV. NAILS TO JOIST <br />FL#17241 <br />WOOD LEDGER <br />ATTACHMENT DETAIL <br />SCALE: 3/4"=1'-0" <br />6'-0" MAX (WIIX4) <br />,2R 10'-0" MAX (W/2X4) <br /># 1100 UPLIFT SIMPSON - <br />HTSM20 W/10 10d TO <br />TRUSS AND (4)1/4" x 2 IW <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 WAO 1 Od TO <br />TRUSS AND (4)1/4" x 2 114" <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 & 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=1'-0" <br />1x4 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 />1x4 BTM. CHORD BRACING 6'-0" O/C —/ --END WALL OR OTHER <br />MAX., OR 2x4 BTM, CHORD BRACING END TYPE CONDITION, IF <br />10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. CHORD BRACING <br />6 SCALE: 3/4"=1'-0" <br />B" MAX. 24' MAX. w/ 1-JOIST W END <br />SPACING <br />END w/I-JOIST TYP TYP <br />ACIN SEEF MOVG PLAN END OF <br />MAX MAX MAX LEDGER BD. <br />1/2' D(P. (2) 2x8 SYP P.T. W FROMDGE (2) 2X12 SYP P.T. 3/4' EXP, <br />BOLT/J4WLT W/ 2* LEEDGERBOARD L ERBOARDTO BOLT/JLBOLT W/2' <br />WASHER & 51/2" TO BE USED 1. ENSURE THAT EXP. BE USED WITH IJOIST WASHER & 5 W' <br />MIN. EMBED. (TYP) WITH IJOIST BOLT S/J-BOLTSARE PLACED MIN. EMBED. (fYP) <br />INTO GROUTED CELLS, S" ALL <br />AROUND BOLT, FRONT <br />2, SPLICE OF FRONT AND REAR LEDGER <br />LEDGER SHOULD LAP A MIN OF <br />Z 4'-W Z <br />m kj�f El <br />3. ALL BOLTS TO HAVE WASHERS (2) 2X12 aD <br />4. EXP. BOLTS/J43CLTS SHOULD (2) PT <br />NOT BE ANY CLOSER THAN S' <br />s Z 2 5.O <br />5. ONLY LEDGER IN DIRECT � <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 />E108PACINO <br />CBARALBPACBIO <br />A <br />DOUBLE SYP 2x8 <br />1/2" <br />8" MAX. <br />24" O/C MAX. <br />B <br />DOUBLE SYP 2x12 <br />(2) 3/4" <br />8" MAX. <br />24" O/C MAX. <br />10 I -JOIST WOOD LEDGER DETAIL <br />SCALE: 3/4"=1'4Y <br />(2) 2X4 No.2 SYP DIAL <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d @ EA. <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'-0" O.C. (AT SHEATHING <br />0'-0- TO 30'-0" (1)'W BRACE <br />SEAMS) <br />30-1" TO 60'-0 (3) "X" BRACE <br />SECURE 2x8 PT. PLATE <br />(1) "X" BRACE ® CENTER <br />TO BLK WI 1/2" DIA. <br />(2) "X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/ 2" <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2x WOOD FASCIA, <br />STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL <br />MIN. EMBED. AT 32" OC <br />MAX. <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8" <br />STIFF8ACK (AS PER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. 2X4 SECURED W/ <br />(2) iOd's @ EACH TRUSS <br />TO BE INSTALLED <br />10'-G"O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />BLOCK WALL W/ GABLE END <br />' PRE-ENGD TRUSS 6DALE:34"=''-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, Ft, 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"=1'-0" <br />L441 N. RONALD REAGAN 81 <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdeslgngtoup.com <br />L AA N: 0003325 <br />J <br />g <br />o <br />a <br />aVHa2V. Ae LOT: <br />ABBOTT PARK <br />LOT #11 <br />BLK. #8 <br />PROJECT <br />04181.0M-11081 <br />UODZIA <br />4EHB <br />"2605— HAYDEN" <br />GARAGE 81fMC: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />160 MPH EXP. C <br />