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38295 Sonnet Landing Ave
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38295 Sonnet Landing Ave
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Last modified
3/20/2025 2:45:49 PM
Creation date
2/19/2025 11:29:00 AM
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Building Plans
Street #
38295
Location
Sonnet Landing Ave
Contractor
DR Horton
Building Plans - Permit #
2706
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■ <br />23'-II' BLD WWT <br />SHINGLE <br />ROOF <br />IS'X80' FYF'ON <br />DECORATIVE <br />SHUTTER OR <br />EQUIVALENT <br />4' RAISED <br />BAND (TYP.) <br />uu <br />ao a <br />FRONT ELEVATION <br />SCALE: 1/4 . P-0' TEXTURED FINISH 'SPANISH' <br />5 I� OFF RIDGE <br />TYP. <br />11'-4' 2ND FLR- <br />BR.'s. HGT. <br />IS'X63' FYPON <br />DECORATIVE <br />SHUTTER OR <br />EQUIVALENT <br />6' RAISED <br />6AND <br />i9'•4 3/4' 2ND <br />OPT. COACH <br />LIGHT <br />I <br />A <br />I,/-4' RAISED BAND <br />2ND FLR <br />BRG T. <br />❑ II <br />II <br />A r II <br />2ND <br />FIN FLR- --- ----- ------------- - FIN.F—� LR. <br />8'-0' IBT FLR B'-0' 15T FLR <br />HGT. --- - --- -----i--------- BF�5. HGT. <br />6' t I 4B <br />❑. I I <br />S .0 <br />II <br />0'-O'FIN.FLR,I, - - ----------- ---- - '�0-0 <br />REAR ELEVATION <br />SCALE. 1/4 . I'-0' TEXTURED FINISH <br />AREA OF ATTIC <br />1425 $0, FT. <br />NET FREE VENTILATION AREA REQUIRED <br />= 1/300 <br />REQUIREOVENTILAPON AREA <br />= 1425/3M <br />= 4.75 <br />VENTI LATION AREA SQ INCHES PER FT.(144) <br />= 684 SO. IN. <br />MIN. REQUIRED VENTILATION <br />= .SX 694 <br />IN UPPER PORTION OF ATTIC <br />342 SO. IN. <br />OFF RIDGE VENTILATION AREA <br />= 115 SO, IN. PER VENT <br />342 /US <br />TOTAL R OF VENTS REQUIRED <br />2.97391 <br />TOTAL R OF VENTS PROVIDED <br />e 3 <br />1/2' THICI4; 2 COAT CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASQ4RY� <br />4'.4''z4' GALV. 'L'•TTPE <br />FLASHING SET N <br />ROOFNG CSI ENT <br />PIBERGLA" 6WINSLE6 <br />Ul4NDERLAYMENT AS PER PBCR <br />X 6 I <br />2X6 6YP PT LEDGER <br />90SJ1 ROOF SNEATHNG THICIOIEso <br />I THREADED ROD 32- <br />AS <br />AS PER SHEET SM. BHCISE0 PER <br />Or-4 WRHIN 6' OF EACH <br />FASTENER SCHEDULE <br />END MAX SET N SIMPSON <br />SMPSON LOU-26 <br />HIGH STRENGTH EXPDXY <br />RN. FLPt f <br />6' MN EMBED. <br />2.6 SYP RAFTERS OR <br />CPS <br />ELlVATICIN <br />2X6 6YP PT LEDGER W/ <br />THREADED ROD <br />T TO DE SECURED TOL12:.0' <br />s2. OG. 4 IISTHM 6' CP <br />2X6p"WERSW/D NA1L6EACH <br />I <br />ETD MAX SET N <br />D' O.C. • PERMETER <br />6MPDLN HIGH STREPY.TH6MPDON <br />LUS•26 UV (4) IOrI'. <br />EXPDXY 6' MIN EMBED. <br />TO LEDGERANDCHANNEL <br />FOR SOPFlT <br />TO 2z6 JOI6T <br />OVERHANG DETAIL <br />A SCALE:1/2. I'-0' <br />ENGINEERED WOOD TFW66E8 • 24. OC. <br />BUDMIT SHOP DRAWING6 SEALED BY <br />' a <br />PR0MISGICNAL 04WNRER FOR REVIEW <br />,' <br />AND C4CMMENT6 <br />IT� <br />FLYUA00D BHEATNNf. 8EE <br />BTR ICTURN. <br />2ND RR HGT. <br />[ V - — <br />- - <br />RCCPNG MD RASIIMG UV DRIP <br />ArK3aD1Y <br />EDGE PER FMR WARRANTEE <br />REQUIREMENTS <br />SAND <br />On <br />U~ FASCIA WITH BREAK METAL <br />MASOHer BOND Sam <br />STIOIG7U./Y. <br />Iz2, 2.6 WOOD FASCIA 605 <br />STRUCTURAL FOR FASTENER15 <br />VENTED ISOWIT PER ATTIC CAL <br />V2' T141M 2 COAT CEMENT PLASTER <br />APPLIED DIRECTLY TO MASONRY <br />RAISED TRM PER ELEVATKNO <br />N <br />2ND PLR WNDOW PER PLAN <br />,U\ <br />RAKE <br />SOFFIT DETAIL <br />(� <br />D <br />SCALE: I/2.I'-0' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32760 <br />PH: 407-774.6078 <br />FAX 407-774-4076 <br />wwwAbdosigngmup.com <br />AA #: 0003325 J <br />S° <br />8 <br />� <br />O <br />4 <br />9LTHDIV. a LOT <br />ABBOTT PARK <br />LOT #23 <br />BLK. #9 <br />PROJECT# <br />04181.000-2309 <br />mol)EL: <br />3EEB <br />"F2260-ELSTON" <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />FRONT & <br />REAR <br />ELEVATION <br />160 MPH IE . C <br />
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