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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 �' NAILS TO TRUSS <br />B{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 />041) 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 />lx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ I$) 16d <br />GALV. COMMON NAILS. <br />1X2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />12, O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFANALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP #27'x 4, <br />6", 8" x 4'-0" MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, W <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 />B. ALLOWABLE UPLIFT = U.2365 LBS, L: 1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />C TYPICAL TRUSS/ <br />11 AY1 B 1 SCALE: <br />GIRDER CONNECTOR(S) <br />SERIES <br />SAM BLOCK <br />rdICIO 8 <br />4500 <br />3/4" WOOD PANELS <br />8000 <br />(2) 12" WOOD PANELS <br />60 <br />(2) 1/7' WOOD PANELS <br />90 <br />2x LUMBER <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG IJOIST <br />5/8" GYPSUM BOARD OR 12' HIGH <br />STRENGTH CLG, BOARD <br />SECURE IJOIST 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 DBL. TOP PLATE <br />PROVIDE BLOCKING <br />12'GYP. WL. BD. <br />SEE SHEET S1.IA FOR <br />NAIL SIZE AND PATTERN <br />t/_�I-JOIST CONNECTION @ L.B.W. <br />(NO UPLIFT) <br />OUTER 1/3 OF <br />SPAN ONLY <br />BTMI- <br />PLATE <br />ENGINEERED WOOD TRL <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 k' NAILS TO <br />GIRDER. PROVIDE 5' <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />2x WOOD FASCIA - <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />1x2 SECURED W/ 10d <br />MASONRY BOND <br />GALV. COMMON NAILS <br />BEAM <br />17' O/C <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFANALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP #2 2" x 4', <br />6', 6" 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-SDS2.5 GIRDER TIEDOWN <br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) SOS <br />}" x 2 }" TO GIRDER <br />B41) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) }" x 5" TITEN HD TO CMU AND (18) SIDS }" x <br />3" TO GIRDER <br />C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />12) Nf' x 57ITEN HD TO CMU AND (18) SOS *'x 3' <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />ENSURE THAT CELLS ARE GROUTED <br />SOLID, 6' 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 />ZA 2B 2C GIRDER CONNECTORS) °„ <br />DEPTH <br />-HOLE EDGE >5/8" <br />-HOLE DIAMETER <br />N <br />c 2/5•D SGL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 12"=1'-0" <br />EDGE >5/6' <br />HOLE DIAMETER <br />31M DBL. STUD <br />LSTA12 20 GAUGE <br />W/ tOdx12 HOG COMMON NAILS <br />12 EACH END TOTAL OF 10 <br />BBtIE6 <br />EBACI03LB <br />iFBCIG38 <br />4500 <br />3/4"WOOD PANELS <br />BODO <br />(2)12" WOOD PANELS <br />60 <br />(2)12' WOOD PANELS <br />90 <br />2x LUMBER <br />LVUI-JOIST WITH <br />BACKER BLOCK <br />HTT4 W/ 5/8" A.B. WITH <br />MIN. 7" EMBEDMENT <br />TO SLAB & 18d x <br />• I 2-12" T NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB — - <br />e <br />1111100 UPLIFT SIMPSON - <br />HTSM20 W/10 10d TO <br />TRUSS AND (4)1l4" 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 WI10 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 />7COVER & 7APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE 3/4"=l'-9' <br />8'-0" MAX (Wnx4) <br />�R 10'-0" MAX (W/2X4)* <br />1.4 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 />lx4 BTM. CHORD BRACING 6-0' O/C —7 SEND 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 p p �+ <br />• _ INTERSECTION TYP. ^ BTM. <br />CHORD BRACING <br />< � �' • _ 4 / V 1 SCALE: 3/4•,=1'-0„ <br />1 LVUWOOD POST CONNECTIONS <br />5 I SCALE: 3/9'=l'-U <br />mill <br />Inlillallilm <br />DIE C A B & BB <br />A - SIMPSON IUS1.81/16 G < 1400 LBS, U <70 LBS W/ (2) 3/4" WEDGE-BOLTAI-BOLT, 5" MIN. <br />EMBED (14) IDd GALV. COMMON NAILS TO HEADER FL#17241 <br />B - SIMPSON IUS2.37/16 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 FL#17241 <br />C - SIMPSON MIU3.56/16 G <29DO LBS, U < 210 LBS W/ (4) 3/4"° WEDGE-BOLTM-BOLT, 5" MIN. <br />EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) I0dxt-12" GALV. NAILS TO JOIST <br />FL#17241 <br />D - SIMPSON HHUS7.25/10 G <4140 LBS, U < 1810 LBS W/ (8) 34" WEDGE-BOLTIJ-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 MIU4.75I16 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)10dx1-12' GALV. NAILS TO JOIST <br />FL#17241 <br />WOOD LEDGER <br />ATTACHMENT DETAIL <br />9 SCALE: 34'-V-17' <br />24" 24" MAX. W/ IJOIST8" END <br />MAX. SPACING <br />B" <br />END w/1-JOIST TYP TVP P. <br />ACIN SEE FRAMING PLAN END OF <br />MAX MAX MA% LEDGER BD. <br />12" EXP. (2I 2X8 SYP P.T. W EDGME 2Xi2 SVP P T. 3/4" EXP. <br />SO BOLT Nq T LEDGER BOARD L OGER BCARD TO SOLVJ-BOLT W/ 7 <br />WASHER85117' T08E USED 1. ENSURE THAT EXP. BE USED WITHIOOSST WASHER 851/2" <br />MIN. EMBED. (TVP) WITH 1-JOIST BOLTS/J-BOLTS ARE PLACED MIN. EMBED. ITYP) <br />INTO GROUTED CELLS, B' ALL <br />AROUND BOLT, FRONT <br />2. SPLICE OF FRONT AND REAR LEDGER <br />LEDGER SHOULD LAP A MIN OF <br />Z 4-0'. = Z <br />to 3. ALL BOLTS TO HAVE WASHERS (� 2`(12 w <br />4. EXP. SOLTWJAOLTS SHOULD SVP PT <br />NOT BE ANY CLOSER THAN 6' <br />Z z O/C. <br />S. ONLY LEDGER L DIRECT <br />(2) ZX8 CONTACT (REAR LEDGER) WTH REAR <br />SYP PT CMU REQUIRED TO BE P.T. LEDGER <br />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />I SIZE <br />BOLT SIZE <br />END SPACING <br />CENTRAL SPACING <br />A <br />DOUBLE SYP 2x8 <br />12" <br />6' MAX. <br />24" O/C MAX. <br />B <br />DOUBLE SYP 2x12 <br />(2) 3/4" <br />6' MAX. <br />24" O/C MAX. <br />10 I -JOIST WOOD LEDGER DETAIL <br />SCALE: 3/4"=11-0" <br />12) 2X4 No.2 SYP DIAG. <br />2X4 BLOCKING BETWEEN <br />BRACE W/(3)12d a EA. <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'40" O.C. (AT SHEATHING <br />0'4" TO 30'-U' (1) "X" BRACE <br />SEAMS) <br />30'-1" TO 60'-0 (3)'X" BRACE <br />SECURE 2x8 PT. PLATE <br />(1) "X" BRACE O CENTER <br />TO BLK W112' 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 37'OC <br />IT. <br />MAX. <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's B" <br />STIFFBACK (AS PER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. 2(4 SECURED W/ <br />(2) 1Od's C EACH TRUSS <br />BE INSTALLED <br />.-O" O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE:34"=1'(Y' <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 (Fi 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 MAY <br />SUBJECT TO F1 AND F2 FORCES. H1 <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=T-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407.774-8078 <br />FAX 407-7744078 <br />www.abdosigngrouµcom <br />AA #: 0003325 A <br />AI <br />F� <br />� <br />� <br />a <br />ounDiv. CO LOT: <br />ABBOTT PARK <br />LOT #21 <br />BLK. #11 <br />PROJECT# <br />04181.000-21111 <br />MODEu <br />2554—E301 <br />"DARWIN" <br />GARAGE 811111sr7G: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />It'll <br />P ILN4D A A <br />AR NO <br />PRINT <br />DATE: 05/24/21 <br />SCALE: 1/4"=V-0" <br />SHEET <br />S3.1A <br />