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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />24" O/C, SUBMIT SHOP "ROOFNVALUFLOOR <br />DRAWINGS FOR REVIEW SHEATHING <br />AND APPROVAL FASTENER SCHEDULE" <br />A{1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />PLYWOOD SHEATHING, SEE <br />(9) 1IM x 1 NAILS TO TRUSS "ROOFNJALL/FLOOR <br /># 1100 UPLIFT SIMPSON <br />B{2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />N <br />TRUSS <br />SSANSIMPSON OR WITH <br />TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4", <br />HTSM20 W/tO tOtl TO <br />SHEATHING <br />(12) 16d x 1 }" NAILS TO TRUSS <br />(9) 10d x 1 J' NAILS TO 6", 8" x 4'-0" MAY BE ADDED <br />TRUSS AND (4)1/4" x 2 1/4" <br />FASTENER SCHEDULE" <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />GIRDER, PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" <br />TITEN 2 ANCHORS TO <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE O/C TO FACILITATE ONE <br />CONT POURED LINTEL <br />C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />EMBEDMENT, USED IN ADDITIONAL PLY MAX. TO <br />NOTE: A PT SYP #2 7' x 4% <br />(16) 10d x 3 J" NAILS TO GIRDER AND <br />CONJUNCTION WITH ACCOMMODATE GIRDER <br /># 1900 UPLIFT (2) SIMPSON <br />9% 8" x 4'-0" MAY BE ADDED <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />HEAVY UPLIFT TIEDOWN REQUIREMENTS. <br />HTSM20 INSTALLED ON PRE-ENG TRUSS <br />W/ 10d NAILS, 2 ROWS, 3" <br />WITH (12)16d x 3 �' NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />OPPOSITE FACES OF <br />BLOCK WALL W/10 10d TO <br />ADDITIONAL PLY MAX. TO <br />A{1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />TRUSS AND (4)1/4" x 2 1/4" <br />tx2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS <br />TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />}'x 2} TO GIRDER <br />CONT POURED LINTEL <br />2x SECURED W/ (3) t6d <br />B-(,) SIMPSON FGTR GIRDER TIEDOWN WITH <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />(2) }" x 5" TITEN HD TO CMU AND (18) SDS �" x <br />lx2 SECURED W/ 10d TRUSSES 0 24" O/C, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />tx'2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL 3" TO GIRDER <br />12, O/C FOR REVIEW <br />2x SECURED W/ (3)16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. (2) j" x 671TEN HD TO CMU AND (18) SDS �' x W <br />1x2 SECURED Wl 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM <br />12' O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = U.2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />TITEN 2 ANCHORS MIN. <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />2' COVER & 2' APART <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />1a 1b 1c SCALE: 34"=,'-0 <br />TYPICAL ROOF <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />GIRDER CONNECTOR(S) <br />2a S2b F2c SCALE:3/4"=1'-0" <br />q <br />GIRDER CONNECTOR(S) <br />3/4" T & G SUBFLOOR GLUED AND <br />2X4 No 2 BLOCKING BETWEEN <br />SCREWED AS PER SCHEDULE <br />B Wl(SYPDIAL. <br />BRACE W/ (3) 12d ®EA TR <br />LSTA12 20 GAUGE <br />TRUSS (DIAG. BRACE TO X-BRACING ISERE PRESENT AT <br />WI 10dxtn HDG NAILS <br />COVER 5 TRUSSES) 44' O.C. (AT SHEATHING <br />0 EACH END. TOTAL OF 10 <br />SEAMS) <br />PER TION <br />0'-0" TO WWI' (1) "X" BRACE <br />FLOOR <br />30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE <br />GIRDER <br />(l) "X" BRACE 0? CENTER TO BLK W/ 1n" DIA <br />6'4 MAX (WIX4) <br />(2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' <br />OR 10'40'MAX (W/2X4) <br />FROM CENTER TO END. WASHER SET IN HIGH <br />k4l�� <br />r <br />2x STRENGTH EPDXY 6' <br />PER ELEVATION <br />SEE ARCHITECTURAL MIN. EMBED. AT 32' <br />lx4 DIAGONAL <br />MAX. <br />PRE-ENG FLOOR TRUSS <br />BTM. CHORD <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />5/8" GYPSUM BOARD OR 1/7HIGH <br />BRACING, SEE <br />P.T. PLATE W/ 12ds 8" <br />STRENGTH Cl-G. BOARD <br />w PLAN FOR LOCATION <br />FZ! <br />STIFFBACK (AS PER O.C. MAX <br />i § MAY NOT BE <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />H HREQUIRED <br />(2)10d's (G EACH TRUSS <br />16d TOENAILS <br />i <br />TO BE INSTALLED <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8" A.B. WITH <br />BTM. CHORD OF <br />1V-0" O.C. MAX. <br />MIN. T' EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB & (18) l6d x <br />2x4 OR 2x6 WOOD BEARING <br />2-in" NAILS TO POST., <br />WALL W/ SYP No 2 STUDS SEE <br />POST TO SIT DIRECTLY <br />SEE SCHEDULE FOR <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />BOND BEAM RED. <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE <br />SLAB W/tOd MASONRY NAIL PROVIDE BLOCKING <br />12, O/C STAGGERED. <br />METAL 1/2" GYP. WL. BD, <br />CHORD BRACING END WALL OTHER <br />lx4ADDITIONAL <br />CONNECTORS NOT <br />a -..4 <br />.� <br />MAX.,BTM. <br />BRACING <br />MAOR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />CO <br />REQUIRED WHEN NO <br />• ! •" . n <br />10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN <br />UPLIFT IS PRESENT. <br />" � <br />COMRSECTIMON LSATEACH CHORD <br />INTERSECTION TYP. <br />BTM. CHORD BRACING <br />1n// GABLEEND <br />BLOCKWALLL �SCCALE: <br />II-rENG'D <br />6 <br />(D <br />GiRDERNVOOD POST CONNECTIONS <br />SCALE 3/4"=1'-0" <br />3/4"=T-G' <br />PRETRUSS <br />5 <br />a <br />SCALE: 3l4"=1'-0" <br />FLOOR TRUSS CONNECTION L.B.W. <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />4 6QAlE:3/4"=V-a' (NO UPLIFT) <br />NOTCH DEPTH 114'0 <br />I HOLE EDGE>5/6' <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />HOLE DIAMETER <br /><2/5'0 SGL. STUD <br />OUTER 1/3 OF <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />SPAN ONLY <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 />HOLE EDGE >5/6' <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 />01 <br />SUBJECT TO Fl AND F2 FORCES. <br />BTM, HOLE DIAMETER <br />PLATE < 3/5'D DBL. STUD <br />ALTERNATE MATERIALS <br />STUD NOTCHING <br />11 <br />AND BORING LIMITS <br />8 SCALE: 1 1n"=1'-0" <br />SCALE:34"=1'-O <br />11 N. RONALD REAGAN BI <br />LONGWOOD,FL32760 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />F, <br />QQ$ <br />� <br />SVHDIV. de I.OT: <br />ABBOTT PARK <br />LOT #20 <br />BLK #11 <br />PROJECT* <br />04181.000-20111 <br />MODELS <br />4EAB <br />"1672-ARIA" <br />GARAGE SwIIiG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EA C <br />L AR NO 93723 , <br />DRAT�E: 9/22/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s3.1A <br />