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41) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 7/" NAILS TO TRUSS <br />(2) 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 />jl) 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 />ix2, 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 2" x 4", <br />8", 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, L:770 LBS (1 PLY) <br />S ALLOWABLE UPLIFT = U:2365 LBS, 1_:1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />TYPICAL TRUSS/ <br />1a 1b 1c GIRDER CONNECTOR(S) <br />SCALE:� <br />S8 <br />BICIfERBLOCK <br />D10KM <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2)1/2" WOOD PANELS <br />60 <br />(2) 1/2" WOOD PANELS <br />90 <br />2x LUMBER <br />3/4" T 3 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG I -JOIST <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 />ENGINEERED WOOD TRU <br />0 24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETAI6 <br />TRUSS ANCHOR WITH <br />(9)10d x 1 }" NAILS TO <br />GIRDER. PROVIDE 6" <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />"ROOFMALUFL00R <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 />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />�A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />WITH (4) t x 5" TITEN HD TO CMU AND (12) SIDS <br />t x 2 }" TO GIRDER <br />B{I) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2)1J" x 5" TITEN HD TO CMU AND (18) SOS J" x <br />ix2, 2x WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />GALV. COMMON NAILS. <br />(2) j" x 5'7ITEN HO TO CMU AND (18) SOS }'x 3" <br />IX2 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, W 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 />2a 2b 29, TYPICAL ROOF <br />GIRDER CONNECTOR(S) <br />LSTA12 20 GAUGE <br />W/ 1Odx"2 HOG COMMON NAILE <br />10 EACH END TOTAL OF 10 <br />8B7[d <br />BA'CIB'Aa= <br />TftlCI" <br />4600 <br />3/4" WOOD PANELS <br />6000 <br />(2) 112" WOOD PANELS <br />80 <br />(2)1/2" WOOD PANELS <br />90 <br />2x LUMBER <br />LVL/IJOIST WITH <br />BACKER BLOCK <br />20 OR 2x6 WOOD BEARING <br />HTT4 W/ 5/8" A.B. WITH <br />MIN. 7" EMBEDMENT <br />WALL W/ SYP No 2 STUDS SEE <br />TO SLAB 8 (18)16d x <br />PLANS FOR SPACING. SINGLE <br />2-1/2" NAILS TO POST., <br />BTM. PLATE TO BE PT. <br />POST TO SIT DIRECTLY <br />PROVIDE DBL. TOP PLATE <br />ON SLAB <br />PROVIDE BLOCKING <br />1/2"GYP. WL. BD. <br />i, <br />r,_"\I-JOIST CONNECTION @ L.B.W. <br />°+ S°ALE:3/4"=V-0" (NO UPLIFT) <br />OUTER i/3 ( <br />SPAN ONLY <br />BTM. - <br />PLATE <br />DEPTH IWO <br />—HOLE EDGE >&S" <br />—HOLE DIAMETER <br />< 2/5"D SGL. STUD <br />STUD NOTCHING <br />%1 AND BORING LIMITS <br />EDGE -518" <br />HOLE DIAMETER <br />< 3/5"0 DBL. STUD <br />------------ <br />LVL/WOOD POST CONNECTIONS <br />5 SCALE: 34"=1'-0" <br />A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. <br />EMBED (22) l6d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. <br />B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. <br />EMBED (22)16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. <br />C - SIMPSON HGU828-2 G < 2400 LBS, U < 1810 LBS W/ (2) 31NI SIMPSON TITEN BOLT/J-BOLT, 5" <br />MIN. EMBED (36)18d GALV. COMMON NAILS AND (12)18d GALV. COMMON NAILS. <br />D • SIMPSON HGUS28-2 G <4800 LBS, U < 1810 LBS W/ (4) 3l4"° SIMPSON TITEN BOLT/J-BOLT, 5" <br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. <br />E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5" <br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. <br />WOOD LEDGER <br />ATTACHMENT DETAIL <br />SCALE: 3/4"=l'-0" <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/1010d TO <br />TRUSS AND (4) 114" 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 8 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3l4"=1'-0" <br />ONOT USED <br />5'EOGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE <br />�CHEDULF. <br />SCHEDULE SEE FRAMING PLAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE O <br />W <br />5112"MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE <br />PLACED INTO GROUTED CELLS, 8" ALL AROUND <br />BOLT. <br />Z <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />m <br />LAP A MIN OF 4'4'. <br />A <br />3. ALL BOLTS TO HAVE WASHERS <br />= <br />4. EXP. BOLTSIJ-BOLTS SHOULD NOT BE ANY <br />CLOSER THAN 8" O/C. <br />5. IN LIEU OF HILTI PAPS SIMPSON TITEN 114" <br />(2)-PT <br />DIA. x 3" MASONRY SCREWS MAY BE USED, <br />neat soecwr_ ocn� uoce�cuT <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />B87BEBPAM <br />CENBMLBPACNB <br />A <br />DOUBLE 2x8 <br />1/2" <br />8" O/C <br />Iel O/C <br />B <br />DOUBLE 2x8 <br />3/4" <br />8" O/C <br />24" O/C <br />C <br />DOUBLE 200 <br />1/2" <br />91010 <br />16" O/C <br />D <br />DOUBLE 2XI0 <br />14" <br />8" O/C <br />24" O/C <br />E <br />DOUBLE 2x10 <br />3/4" <br />6" O/C <br />le" O/C <br />F <br />DOUBLE 2X12 <br />3/4" <br />6" OIC <br />1 1Z' O/C <br />10 WOOD LEDGER DETAIL _ <br />SCALE: 3/4"=V-0' <br />(2) 2X4 No.2 SYP DIAG. <br />2z4 BLOCKING BETWEEN <br />W/ BRACE (3) 12d @ EA. <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'-(P' O.C. (AT SHEATHING <br />0'-0" TO 30'-W (1) "X" BRACE <br />SEAMS) <br />30'-1" TO 60'-0 (3) -W 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 2z8 <br />P.T. PLATE W/ 12d's 8" <br />STIFFBACK (AS PER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. 2X4 SECURED W/ <br />(2) 10d'9 (ID EACH TRUSS <br />TO BE INSTALLED <br />10'-0" O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />PRE-ENGD 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 (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, Fl, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />s11 ALTERNATE MATERIALS <br />SCALE: 3/4"=1'-0" <br />A I C N I T I C T I <br />rowin <br />G <br />1441 N. RONALD RE GGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />0003328 <br />y� <br />O <br />3 <br />sLmDty. ee IAT. <br />SILVERADO <br />LOT #3 <br />BLK. #13 <br />03719.000-03132 <br />MODMIC <br />"2045-LANTANA" <br />GARAGE glTa TG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />