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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 1 Od x 1 }' NAILS TO TRUSS <br />842) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d x 1 }' 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 }' NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12) 16d x 3 }• NAILS TO GIRDER <br />1x2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3) 16d <br />GALV. COMMON NAILS. <br />1x2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />12.0/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 F2 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 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 LEIS (1 PLY) <br />B ALLOWABLE UPLIFT = U2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />TYPICAL TRUSS/ <br />GIRDER CONNECTORS) ��314= <br />BBB <br />BACKER11100K <br />THICKH 3 <br />4600 <br />3/4' WOOD PANELS <br />8000 <br />(2) 1/Y WOOD PANELS <br />60 <br />(2) 1/2- WOOD PANELS <br />90 <br />2x LUMBER <br />3/4. T & 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 I -JOIST 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 DBL. TOP PLATE <br />PROVIDE BLOCKING <br />1/2' GYP. WL. BD. <br />I -JOIST CONNECTION @ L.B.W. <br />`+ SCALE:3/4=V.0' (NO UPLIFT) <br />OUTER 1/3 OF <br />SPAN ONLY <br />BTM. - <br />PLATE <br />DEPTH 1/4'D <br />—HOLE EDGE >5/8' <br />-HOLE DIAMETER <br />2/5'D SGL. STUD <br />HOLE EDGE>5/8' <br />HOLE DIAMETER <br />< 315'0 DBL. STUD <br />AND BORING LIMITS <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 />PLYWOOD SHEATHING, SEE <br />'ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE' <br />NOTE: A PT SYP 82 2' x 4', <br />6% 8' x 4'-0' MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3- <br />0/0 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) }' x 5' TITEN HD TO CMU AND (12) SDS <br />}' x 2 }' TO GIRDER <br />8-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) e x 5' TITEN HD TO CMU AND (18) SDS }' x <br />tx2, 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) }' x 5'TITEN HD TO CMU AND (18) SDS }' 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, 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 />2A 2B 2C TYPICAL ROOF <br />GIRDER CONNECTOR(S) <br />LSTA12 20 GAUGE <br />W/ 10dx1/2 HOG COMMON NAILS. <br />0 EACH END TOTAL OF 10 <br />8B� <br />BALKER EM <br />711CKNm <br />4600 <br />3/4' WOOD PANELS <br />6000 <br />(2) 1/2' WOOD PANELS <br />60 <br />(2) 1IY WOOD PANELS <br />90 <br />2x LUMBER <br />LVLA-JOIST 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 />LVL/WOOD POST CONNECTIONS <br />5 SCALE: 3/4'=1'-0' <br />A - SIMPSON HUS28 G < 1200 LBS, U < 12BO LBS W/ (1) 3/4" SIMPSON TITEN BOLT/J-BOLT, VAIN. <br />EMBED (22) 16d 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 HGUS28.2 G < 2400 LBS, U < 1810 LBS W/ (2) V4"'SIMPSON TITEN BOLT/J-BOLT, 5' <br />MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. <br />D - SIMPSON HG-8-2 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 />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:-'=1'-0' <br />41100 UPLIFT SIMPSON — <br />HTSM20 W/10 10d TO <br />TRUSS AND (4) 1/4' x 2 1/4' <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />s 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 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 />2' COVER & 2' APART <br />REPAIR OF MULTIPLE <br />3 MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 3/4".V-0' <br />8'EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE <br />�CHEDUL <br />SCHEDULE S E• A I G LAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE <br />5 1/2• MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE <br />PLACED INTO GROUTED CELLS, WALL AROUND <br />BOLT. <br />= Z <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />°D <br />LAP A MIN OF 4'-0'. <br />3. ALL BOLTS TO HAVE WASHERS <br />Z <br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY <br />°D <br />CLOSER THAN 6. O/C. <br />5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4' <br />(2) PT <br />DIA. x 3' MASONRY SCREWS MAY BE USED, <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLTSIZE <br />4EDOEBPACDi6 <br />CQ0FALvACING <br />A <br />DOUBLE 2x6 <br />1/2' <br />8, O/C <br />16.0/0 <br />B <br />DOUBLE 2X8 <br />3/4' <br />8' O/C <br />24" 0/0 <br />C <br />DOUBLE 2x10 <br />1/2" <br />8' O/C <br />16. O/C <br />D <br />DOUBLE 2x10 <br />3/4' <br />8.O/C <br />24. O/C <br />E <br />DOUBLE 2x10 <br />3/4- <br />e' O/C <br />16' 0/C <br />F <br />DOUBLE 2x12 <br />3/4' <br />8' O/C <br />12, O/C <br />10 WOOD LEDGER DETAIL <br />SCALE: 3/4'=1'.0' <br />(2) 2X4 N0.2 SYP DIAG. <br />20 BLOCKING BETWEEN <br />BRACE W/ (3) 12d 0 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)'X' BRACE <br />SEAMS) <br />30'-1' TO 60'-0 (3)'X' BRACE E <br />SECURE 2X8 PT. PLATE <br />(i)'X' BRACE 0 CENTER <br />TO BILK W/ 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 W <br />STIFFBACK (AS PER <br />O.C. MAX <br />TRUSS ENO) <br />CONT. 2X4 SECURED W/ <br />(2) 10d's 0 EACH TRUSS <br />TO BE INSTALLED 0 <br />10'-0' O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />�1 BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE: 3/4'=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 (F7 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'=1'-0' <br />A I C I I T I C T I <br />6 <br />Grou�� <br />1.41 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-714-6078 <br />FAX: 407-774.4078 <br />W W W.Sbd$Wgngroup.com <br />AA A1: 0003325 <br />DRAFTING II <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SURE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813.896.2628 <br />FAX: 8134388.2802 so <br />F'PRZNT 10/30/20 <br />8C#.LX: 1/4"=1'-0" <br />91m]" <br />S3.1A <br />