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7740 Davie Ray Dr
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7740 Davie Ray Dr
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Last modified
3/20/2025 10:37:54 PM
Creation date
2/19/2025 11:55:44 AM
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Building Plans
Street #
7740
Location
Davie Ray Dr
Contractor
DR Horton
Building Plans - Permit #
689
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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d X 1 } NAILS TO TRUSS <br />B-(2) SIMPSON HETA76 TRUSS ANCHOR WITH <br />(12) 18d X 1 e NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 } NAILS TO GIRDER AND <br />(2) SIMPSON HETA76 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. O/C <br />'MASONRY BOND BEAM —� <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />'ROOFM7ALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE' <br />NOTE: APTSYP#22'x4', <br />6', W x 4'-W 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 />ENGINEERED WOOD TRU <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 />'ROOFIWALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE' <br />NOTE: A PT SYP #2 2' x 4'. <br />6', 8' x V-O' 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 LGT3SDS2.6 GIRDER TIEDOWN <br />WITH (4) 1' x 5' TITEN HD TO CMU AND (12) SOS <br />}' x 2 e TO GIRDER <br />B{1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />W, 2x WOOD FASCIA <br />(2) }' x 6' TITEN HO TO CMU AND (18) SOS }' x <br />SEE ARCHITECTURAL <br />3' TO GIRDER <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED W/ (3) I. <br />GALV. COMMON NAILS. <br />(2) e x 57ITEN HD TO CMU AND 118) 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, 8' EACH WAY OF BOLTS <br /># 1100 UPLIFT SIMPSON - <br />HTSM20 W/10 10d TO <br />TRUSS AND (4) 1/4' 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 W110 10d TO <br />TRUSS AND (4) 1/4' x 2 1/4' <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />PRE -ENO TRUSS <br />CONTINUOUS BOND BEAM <br />A ALLOWABLE UPLIFT = U:1810 LBS, 1-:770 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, 1_ 1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2706 LBS (2 PLY) <br />TYPICAL TRUSS! <br />is 1b 1c GIRDER CONNECTOR(S) SCALE: 314= 0 <br />A ALLOWABLE UPLIFT = 3286 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT =4725 LEIS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = $886 LBS (2 PLY MIN.) <br />2a 2b 2� TYPICAL ROOF B 4=1-0 <br />GIRDER CONNECTOR(S) <br />�— TITEN 2 ANCHORS MIN. <br />2' COVER & 2' APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 3/4'=1'-W <br />(2) 2X4 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />3/4' T & 0 SUBFLOOR GLUED AND <br />BRACE W/ (3) 12d 0 EA. <br />TRUSSES WHERE <br />SCREWED A6 PER SCHEDULE <br />TRUSS (DIAG. BRACE TO <br />%-BRACING IS PRESENT AT <br />LSTA1220 GAUGE <br />COVER 5 TRUSSES) <br />4'-0' O.C. (AT SHEATHING <br />W/ 10dx1/2 HDG NAILS <br />0`0' TO 30'-0- (1)'X' BRACE <br />SEAMS) <br />0 EACH END, TOTAL OF 10 <br />30'-1- TO 6Y-0 (3)'X" BRACE <br />SECURE 2x8 PT. PLATE <br />R I <br />(1)'X" BRACE DI CENTER <br />TO BLK W/ DIA. <br />--- <br />FLOOR <br />(2)'X' BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/ 2' <br />BOLT <br />GIRDER <br />V-0" MAX (W/1X4) <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />1 �4 <br />10'-0" MAX (W/2X4) <br />2x WOOD FASCIA, <br />STRENGTH <br />EAT032 ' <br />FOR <br />16 <br />SEE ARCHITECTURAL <br />MIN. EMBEOC <br />P VA 10 N I-L <br />1x4 DIAGONAL <br />PRE -ENO GABLE TRUSS <br />MAX. <br />SECURE GABLE T02xB <br />PRE -ENO FLOOR TRUSS <br />BTM. CHORD <br />BRACING, SEE <br />STIFFBACK (AS PER <br />P.T. PLATE W/ 12d's W <br />O.C. MAX <br />6/8' GYPSUM BOARD OR 1/2" HIGH <br />STRENGTH CLG. BOARD <br />PLAN FOR LOCATION <br />TRUSS ENG) <br />CONT. 2x4 SECURED W/ <br />MAY NOT BE <br />(2) 10d's 0 EACH TRUSS <br />SECURE TRUSS TO TOP PLATE W/ (2) <br />N OJ- F- <br />REQUIRED <br />TO BE INSTALLED <br />18d TOENAILS <br />1 d-0" O.C. MAX. <br />DOUBLE TOP PLATE <br />HT74 W/ 6/8' A.B. WITH <br />BTM. CHORD OF <br />MIN. 7' EMBEDMENT <br />T <br />3r WOOD ROOF TRUSSES <br />2x4 OR 2X6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />TO SLAB & (18) 16d x <br />2-12" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />1/2' GYP. WL. BD. <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />`+ SCALE: 34'=1'0 (NO UPLIFT) <br />NOTCH DEPTH 114`0 <br />HOLE EDGE>5/8' <br />HOLE DIAMETER <br />c 2/6`D SGL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />—HOLE EDGE>6/8' <br />BTM.- <br />PLATE <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 1/2'=1'-0' <br />HOLE DIAMETER <br />c 3/6`D DBL. STUD <br />GIRDER/WOOD POST CONNECTIONS <br />5 <br />1x4 BTM. CHORD BRACING W-W 0/0 —/ -- END WALL OR OTHER <br />MAX., OR 2X4 BTM, CHORD BRACING END TYPE CONDITION, IF <br />IV-0- O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. CHORD BRACING <br />6 <br />SCALE: 3/4'=1'-0' <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D 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, F1, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F7 AND F2 FORCES, <br />11 ALTERNATE MATERIALS <br />SCALE: 314'=V-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdoeigngroup.com <br />AA #: 0003325 <br />rr� <br />13� <br />11D <br />:a <br />aUBDIV. & LOT. <br />ABBOTT PARK <br />LOT #18 <br />BLK #10 <br />PROJECT <br />04181.00t-18101 <br />W0DEL' <br />4EBB <br />"1828—CALI" <br />GARAGE 8 IMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXR C <br />
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