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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 }'NAILS TO TRUSS <br />B42) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d x 1 �' NAILS TO TRUSS <br />DEL STRAP, i EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C41) SI MPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 1 Od x 3 }" NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12)16d x 3 J" NAILS TO GIRDER <br />4x2, 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 />17. O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFNJALUFLOOR <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 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, L770 LBS (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 />S <br />1 B 1C TYPICAL TRUSS/ <br />GIRDER CONNECTOR(S) <br />BACKEABLOOKR ICKhms <br />3/4" WOOD PANELS <br />F <br />(2) 12" WOOD PANELS(2) <br />12" WOOD PANELS <br />2x LUMBER <br />3/4" T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG IJOIST <br />5/8" GYPSUM BOARD OR 1/7' HIGH <br />STRENGTH CLG. BOARD <br />SECURE I -JOIST TO TOP PLATE <br />w/ (2) 12d TOENAILS <br />DOUBLE TOP PLATE <br />2x4 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 DEL. TOP PLATE <br />PROVIDE BLOCKING <br />12"GYP. WL. BD, <br />SEE SHEET S1, 1A FOR <br />NAIL SIZE AND PATTERN <br />%JOIST CONNECTION @ L.B.W. <br />(NO UPLIFT) <br />DEPTH 1/4'D <br />—HOLE EDGE -5/8" <br />-HOLE DIAMETER <br />2/5'0 SGL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />PLATE <br />STUD NOTCHING <br />�01 AND BORING LIMITS <br />0 SCALE: 1 12"=141 <br />EDGE >5/6' <br />HOLE DIAMETER <br />< 3/5•D DEL. STUD <br />0 24" OlC, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETA16 --� <br />TRUSS ANCHOR WITH <br />(9) 10d x 1 J' 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 />"ROOFNJALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 Tx 4", <br />6", 8" x 4'-T MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, W <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />--A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />WITH (4) gJ' x 5" TITEN HD TO CMU AND (12) SOS <br />}" x 2}" TO GIRDER <br />841) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) �' x 5" TITEN HD TO CMU AND (18) SDS }'x <br />lx2, 2x WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED W/ (3)16d <br />eMASONRYBOND <br />2 x 5'TITEN HD TO CMU AND (18) SDS x 3' <br />() <br />GALV. COMMON NAILS. <br />1x2 SECURED W/ 10d <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS <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 26 2C TYPICAL ROOF <br />GIRDER CONNECTOR(S) AL 3" <br />SEN66 <br />BACKER BLOCK <br />THI00EB8 <br />4500 <br />314" WOOD PANELS <br />8000 <br />(2) 12" WOOD PANELS <br />60 <br />(2) 17' WOOD PANELS <br />90 <br />2x LUMBER <br />LSTA12 20 GAUGE <br />W/ 1Odx12 HDG COMMON NAILS. <br />tjg EACH END TOTAL OF 10 <br />LVUIJOIST WITH <br />BACKER BLOCK <br />HTT4 W/ 5/8" A.B. WITH <br />MIN. T' EMBEDMENT <br />TO SLAB 8 (18) 16d x <br />2-12" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />4 <br />LVL/WOOD POST CONNECTIONS <br />5 SCALE: 3/4"=1'-0" <br />NOTE: <br />A - WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM <br />A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 314'" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. <br />EMBED (22) 16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. <br />8 - SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4"" SIMPSON TITEN BOLT/J-BOLT, S' 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) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" <br />MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. <br />D - SIMPSON HGUS28-2 G <4800 LBS, U < 1810 LBS W/ (4) 3/4"1 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"1 SIMPSON TITEN BOLT/J-BOLT, 5" <br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. <br />WOOD LEDGER <br />9 ATTACHMENT DETAIL <br />SCALE: 3/4"=1'-0" <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/10 10d TO <br />TRUSS AND (4) 114" 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 />7' COVER 8 T APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 3/4"=1'-O' <br />8'-O" MAX (W/1X4) <br />FOR 10'-0" MAX (W/2X4) <br />(2) 2X4 No.2 SYP DIAL. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 12d 0 EX <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 />O.-T TO 30'-0" (1) "X" BRACE <br />SEAMS) <br />30'-V TO 60'-0 (3) "X" BRACE <br />SECURE 2x8 PT. PLATE <br />(1) "X" BRACE G CENTER <br />TO BLK W/ 12" DIA. <br />(2) X' BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/ T <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 3T OC <br />1x4 DIAGONAL <br />MAX <br />BTM. CHORD <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />BRACING, SEE <br />P.T. PLATE W/ 12d'6 8" <br />PLAN FOR LOCATION <br />STIFFBACK (AS PER <br />O.C. MAX <br />MAY NOT BE <br />TRUSS ENG) <br />CONT. 2x4 SECURED W/ <br />REQUIRED <br />(2) 10d's 0 EACH TRUSS <br />TO BE INSTALLED Q <br />10.-0.. O. C. MAX. <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. .. <br />1x4 BTM. CHORD BRACING 6'-0" O/C J END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />10'-0" O/C MAXSECURED W/ (2)1Od DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />WTERSECTIONTYP. ^ BTM. CHORD BRACING <br />SCALE, 3!4"=1'-0' <br />V EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE <br />CHEDUL <br />SCHEDULE SEE F AMING PLAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE d <br />5112" MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE <br />PLACED INTO GROUTED CELLS, TALL AROUND <br />BOLT. <br />2: <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />LAP MIN OF 4'-T. <br />3. ALL BOLTS TO HAVE WASHERS <br />Z <br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY <br />°t <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 />BOLT SIZE <br />FEDGESPACING <br />CENTRALSPAGN"u <br />A <br />DOUBLE 2x8 <br />12' <br />8" O/C <br />16, O/C <br />B <br />DOUBLE 218 <br />3m.. <br />8" O/C <br />I.." <br />C <br />DOUBLE 2x10 <br />12" <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 />6" O/C <br />16, O/C <br />F <br />DOUBLE 2(12 <br />3/4" <br />6' O/C <br />17' O/C <br />10 WOOD LEDGER DETAIL <br />SCALE: 3/4"=T-9' <br />�1 BLOCK WALL W/ GABLE END <br />�_� -ENGD 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 (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, 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 />ALTERNATE MATERIALS <br />SCALE: <br />A I C N I T I C T i <br />GDe r pin <br />41 N. RONALD REAGAN BL% <br />LONGWOOD, FL32760 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA AI: 0003325 <br />IIIIIIM <br />0 <br />0 <br />IN <br />SVHDIV. Ao LOT <br />SILVERADO <br />LOT# 3 <br />BLK 16 <br />PROJECT* <br />03719.001-03161 <br />MODEL <br />"2558-HAWTHORNE" <br />GARAGE 910nNO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 PH EJA B <br />DATE: 06/10/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S3.1A <br />