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7610 Sail Clover Ln
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7610 Sail Clover Ln
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Last modified
3/20/2025 4:14:10 PM
Creation date
2/24/2025 9:41:53 AM
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Building Plans
Street #
7610
Location
Sail Clover Ln
Contractor
D R Hortom
Building Plans - Permit #
4462
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DBL. TOP PLATE <br />CONT. <br />LAP TOP PLATE A MIN. OF 4B' <br />AND NAIL W/ 16d COMMON <br />2. HEADER SEE PLAN FOR SIZE <br />NAILS, 2-ROWS, 4" O.C. BTM <br />® <br />AND QUANTITY PROVIDE 1x <br />2x6 BLOCKING FOR SHUTTER <br />LAP TO OCCUR OVER STUD <br />WOOD OR 1/2" PLYWOOD <br />INSTALLATION. PROVIDE 12' <br />FILLER(S). NAIL ALL TOGETHER <br />PLYWOOD FILLER(S). NAIL <br />W/ 16d COMMON NAILS, <br />ALL TOGETHER W/ 16d <br />b <br />2-ROWS, 6" O.C. <br />COMMON NAILS, 2RC WS, 6" <br />s <br />O.0 <br />SHORT 2x STUDS <br />BETWEEN HEADER ABOVE AND <br />E <br />FRAMING DIRECTLY ABOVE <br />(i) 2x6 FLAT TOE HALED TO <br />3/4" DIA. x 8" MIN. EXPANSION <br />WINDOW <br />JACK 2x NAILED INTO <br />BOLT W/ 3x3 OVERSIZED <br />AN <br />INSIDE AND OUTSIDE PLY OF <br />WASHERS PLACED 16" O.C. 4" <br />MIN. CONC. EMBEDMENT <br />SECTION A <br />FILLER BELOW Wi 16d <br />-A <br />� I <br />COMMON NAILS, 6" O.C. <br />SHORT 2x STUDS <br />BENEATH WINDOW SILLS <br />2x6 BLOCKING FOR SHUTTER <br />INSTALLATION. PROVIDE 72" <br />PLYWOOD FILLER(S). NAIL <br />2x MID -HEIGHT BLOCKING <br />ALL TOGETHER W! 16d <br />AND ANY PLYWOOD SEAMS <br />^ s <br />COMMON NAILS, 2JRCWS, 6" <br />W/ (2) 16d TOE -NAILS, EACH <br />2x HEADER SEE PLAN FOR <br />O.C, <br />END <br />b <br />SIZE AND QUANITY <br />PROVIDE 1x WOOD FILLER(S). <br />® <br />NAILS ALL TOGETHER WN 16d <br />SINGLE BTM. PT PLATE <br />COMMON NAILS, 2-ROWS, 6' <br />SIMPSON H10A W/ 10d x 1 12" <br />O.C. <br />GALV. COMMON NAILS, FILL <br />SIMPSON SPH4 OR SPH6 <br />ALL HOLES <br />/'-0- <br />OR SPHB TOP 880TTOM <br />MIN. TOP RATE SPACE STUD PLATE TIES WN 10d x 1 <br />AND NAIL W/ ied COMMON 7/2" GALV. COMMON NAILS <br />NAILS, 2-ROWS,O.C. (AT EACH <br />DO <br />EVERY HOLE . DO NO NOT USE <br />LE <br />� 3" LONG NAILS <br />T <br />MEMBER OF TOP — <br />LnBTM. <br />PLATE SPLICE MUST LSTA18 W/ 10dx3" G41-V. COMMON <br />OCCUR OVER STUD NAILS, (7) EACH END TOTAL OF 14 <br />2x MID -HEIGHT BLOCKING <br />4" NAILS. APPLIED TO INSIDE FACE <br />AND ANY PLYWOOD SEAMS <br />TYP. ONLY FLIM7244 <br />(1) 2x FLAT TOE NAILED TO W/ (2) 16d NAILS EACH END <br />JACK STUDS <br />SEE SCHED <br />OR # STUDS <br />NDER <br />EADER <br />SEE SCHED <br />FOR # FULL <br />HEIGHT <br />x STUDS <br />HILL <br />314" DIA X 8" MIN EXP. BOLT W/ <br />4" `O F 4" <br />3X3 OVERSIZED WASHERS PLACED 4" <br />32" MAX <br />TYP. TYP. <br />32' O/C 6" MIN CONC.EMBED. T 1 1 <br />1, C-C SPACING <br />16" MAX .. 16" MAX. <br />(3) 2x12 HEADER PROVIDE DBL. TOP PLATE <br />1/2" PLYWOOD FILLER(S). NAIL <br />ALLTOGETHERW/16d CONT. <br />COMMON NAILS, 2-ROWS, 6" _ o <br />O.0 h <br />2z12Y 2cI016 26's <br />LAP TOP PLATES <br />AT CORNER, <br />(5) 2x STUDS IN CORNER. NAIL <br />THE (3) CORNER STUDS <br />TOGETHER W/ 16d NAILS, 3" <br />O.C. <br />2x STUDS <br />SPACING SPECIFIED <br />ON PLANS <br />(4) 2x STUDS IN CORNER. NAIL <br />THE (3) CORNER STUDS <br />TOGETHER W/ 16d NAILS, 3" <br />O.C. <br />NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE <br />NUMBER OF KING STUDS <br />EACH END OF HEADER <br />SPAN <br />HEADER SIZE <br />(2) 2z6 <br />(2) 2x8 <br />(3)2.8 <br />(2)2.10 <br />(3) 2X70 <br />(2) 2.12 <br />(3) 2x12 <br />MVACM @WG.G <br />9=VN, §W0.G <br />0-2ft <br />a <br />(y <br />O <br />y <br />U2z6 <br />Ygj <br />2 2x4 <br />2 2z4 <br />(3)2x4 <br />(3)2x4 <br />SPAN <br />KINGS <br />SPAN <br />KINGS <br />2x6 <br />(2) 2x6 <br />(2) 2x6 <br />(2) 2x6 <br />(2)2,6 <br />(2) 2x6 <br />(3) 2x6 <br />3-4ft <br />0 - 2 R <br />3-4ft <br />1 <br />2 <br />0 - 2I <br />3-4ft <br />1 <br />2 <br />2x4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />(3) 2x4 <br />(3) 2x4 <br />2.6 <br />R <br />2.6 <br />(2)2x6 <br />(2)2x6 <br />(2)2)6 <br />(2)2x6 <br />(2y2x6 <br />5-6ft <br />2x4 <br />2X4 <br />2 2x4 <br />(212.4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />5-6ft <br />3 <br />5-6ft <br />2 <br />2.6 <br />2xe <br />2x6 <br />2.6 <br />(2) 2,6 <br />(2) 2X6 <br />(2) 2x6 <br />7 - e R <br />3 <br />7 -eft <br />3 <br />2x4 <br />2x4 <br />2x4 <br />2 2z4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />7-Bft <br />9-loft <br />5 <br />9-10R <br />3 <br />2x6 <br />2X6 <br />2x6 <br />2 <br />2x8 <br />2x.8 <br />(2)2x6 <br />9-�12ft <br />2X4 <br />2z4 <br />2x4 <br />2 2x4 <br />2 2x4 <br />2 Zx4 <br />2 2x4 <br />10 - 12 ft <br />6 <br />10 - 12 ft <br />4 <br />2x6 <br />2x6 <br />2x6 <br />2z6 <br />2x6 <br />2x6 <br />10 - <br />2z4 <br />2x4 <br />2x4 <br />2x4 <br />2 2x4 <br />2 2x4 <br />2 2.4 <br />2x6 <br />2.6 <br />2.6 <br />2x6 <br />2x6 <br />2x6 <br />2ze <br />TYPICAL EXTERIOR WOOD FRAME <br />WALL CONSTRUCTION DETAIL <br />I SCALE: 3/4"=1'-0" <br />16" MAX <br />PROVIDE (3) STUDS@ SNAIL STUDS /—NAILSTUDS PROVIDE (3) STUDS@ <br />CORNERS LAPTOP TOGETHER VW J/ TOGETHER W/ CORNERS LAPTOP <br />PLATE MEMBERS 12d ® 12' O.C. 12d @ 12' O.C. PLATE MEMBERS <br />PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS@ PLYWOOD SHEATHING, <br />"ROOF/WALUFLOOR SHEATHING CORNERS LAPTOP SEE "ROOF/WALL/FLOOR <br />FASTENER SCHEDULE" PLATE MEMBERS SHEATHING FASTENER <br />SCHEDULE" <br />— <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALUFLOOR SHEATHING <br />FASTENER SCHEDULE" <br />C2 D <br />IS' MAX <br />C1 <br />EXTERIOR MASONRY/WOOD <br />PROVIDECORN <br />CONNECTIONS <br />RSLA TOP <br />CORNERS MEMBERS <br />PLATE MEMBERS <br />2 <br />PLACE 30# ROOF FELT BEHIND <br />SCALE: 1 12"=1'-U' <br />VERT. STUDS SO AS TO <br />NAIL STUDS <br />SEPARATE WOOD AND <br />TOGETHER W/ <br />MASONRY/ CONCRETE (TYP.) <br />12d @ 12' O.C. <br />1/2" DIA. SIMPSON TITEN <br />BOLTS 5" MINIMUM <br />12" DIA. SIMPSON <br />TITEN BOLTS 6' MINIMUM <br />PLVVJOOD SHEATHING, SEE —� <br />EMBEDMENT INTO GROUTED <br />EMBEDMENT INTO GROUTED <br />"ROOF/WALUFLOOR SHEATHING <br />CELL, 6" FROM ENDS AND <br />CELL, 4" FROM ENDSAND <br />FASTENER SCHEDULE" <br />78" O/C, VERTICALLY MAX <br />16" O/C, VERTICALLY MAX <br />CO <br />l,0 <br />-NAIL STUDS <br />TOGETHER W/ <br />12d a 1210.C. I <br />SHEATHING ON <br />S <br />INTERIOR <br />I A I A <br />B EXTERIOR OF <br />WOOD WALL <br />1 2x TO BLOCK ON 2x4 WALL <br />() PLACE 30# ROOF FELT <br />(7) 2z TO BLOCK ON 2x4 WALL <br />(2) 2x TO BLOCK ON 2x6 626 WALL BEHIND VERT. STUDS SO AS <br />(2) 2x TO BLOCK ON 2x6 8 2,8 WALL <br />TO SEPARATE WOOD AND <br />MASONRY/ CONCRETE(TYP.) <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX: 407-774-4078 <br />www.abdes4Moup.mm <br />AA #: 0003325 <br />ps <br />rs <br />0 <br />C <br />su=xv. ac LOOT: <br />ABBOTT PARK <br />LOT #1 BLK- #14 <br />PHASE: 4C <br />PLlO"mTo <br />04181.04C-01141 <br />HoDmu <br />3EEB <br />"2260—EISTON" <br />GALlAGE 81TWG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH <br />Dw10/26/21 <br />SCAM- 1/4"=1'-0" <br />ff*1EET <br />S4.1A <br />
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