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7817 Merchantville Cir
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7817 Merchantville Cir
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Last modified
3/21/2025 5:38:02 AM
Creation date
2/27/2025 11:29:41 AM
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Building Plans
Street #
7817
Location
Merchantville Cir
Contractor
Lennar Homes
Building Plans - Permit #
4518
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F-Irz:URE I: PL,45�4 INC-- I �I T A' L A-' I oN <br />ASPHALT SEALANT, <br />EXTEND MIN, O <br />OUTSIDE OF FLASHING <br />DI'v <br />FL4 <br />I=IGsURE 2: WALL f <br />=S <br />i=L.,4eHING IN5T,4LL ,4T ION <br />WHERE ROOF MEETS VERTICAL WALL <br />ROOF CRICKET: <br />MIN, 8:12 SLOPE <br />(REQUIRED AT <br />LOCATIONS) VALLEY <br />TEXTURED PAINTED <br />EXTER, WdLL FINIS <br />WALL FLASHING CON — <br />PLASTER PLASTER STOP — <br />ROOF <br />SHINGLES <br />6' X 18' H GALV. <br />FLASHING CONT,---. <br />ASPHALT BASED <br />SEALANT APPLIED <br />BEHIND FLASHING <br />AND EXTENDING A <br />MINIMUM OF 6' ABOVE <br />VERTICAL, RISE OF FLASHING <br />AT KNEEWALL <br />I_ET24ILS <br />NOTE: THIS DETAIL IS REQUIRED La�L6'S'uH1"N`G+ <br />AT ALL VERTICAL WALL INTERSECTIONS <br />LT WITH ROOF VALLEYS & ROOF CRICKETS, <br />RICKEILK <br />FILEREF. (SD4)KNGSTN,FLSHDET/SD (NO SCALE) <br />i � � � ♦ T ► r rY♦ ♦ ♦ ♦ T <br />� ♦ ♦ ♦ • r r T r ♦ • ♦ ♦ r <br />♦ • ♦ ► ♦ ♦ T ♦ T r ♦ T � ♦ r ♦ ♦ r ♦ T <br />. <br />♦ ♦ ►I T I T ♦ ► ♦ ♦ ♦ t ♦ ♦ ♦ ♦ r- ♦ r 7 • ♦ r w ♦ ♦ ♦ ♦ ♦ 7 T ♦ T <br />♦ ♦ ♦ 7 ♦ � ♦ • ♦ ♦ r r 7 ♦ ♦ T' ♦ ♦ • ♦ ♦ ♦ r T ♦ ♦ ♦ ♦ 7 ♦ ♦ T 7 <br />• r ♦ ♦ T T ♦ • ♦ T • ♦ T ♦ ♦ 7 ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ T T ♦ ♦ ♦ ♦ ♦ T ♦ ♦ T <br />�. ' i � i <br />♦ ♦ r ♦ ♦ T ♦ r ♦ ♦ ► T ♦ ♦ ♦ T 7 ♦ ♦ ♦ ♦ ♦ • ♦ r r T T 7 ♦ T T 7 ♦ ♦ • ♦ ♦ ♦ ♦ � <br />, � <br />• ♦ r` ♦ ♦ ♦ ♦ ♦ ♦ 7 f ♦ ♦ ♦ 7 T T ♦ ► T T ♦ ♦ T ♦ ♦ ♦ ♦ • t ♦ r ♦ 7 ♦ ♦ 7 • ♦ t - T ♦ <br />A <br />♦ ♦ 7 ♦ ♦ ♦ ♦ ♦ T ♦ r - ♦ ♦ ♦ • ♦ ♦ r ♦ ♦ ♦ T • r ♦ ♦ ♦ t ♦ ♦ ♦ ♦ r r ♦ ♦ ♦ • ♦ . ♦ T ♦ ♦ <br />i <br />r ♦ ♦ r ♦ ♦ i ♦ T ♦ ♦ ♦ r ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ r ♦ T • ♦ T r r ♦ t ♦ ♦ ♦ T ♦ � r ♦ ♦ --��,. <br />T r ♦ <br />• 7 ♦ r ♦ ♦ ♦ ♦ r T • ♦ T ♦ ♦ T ♦ ♦ 7 ♦ ♦ r r r r T ♦ ♦ ♦ •' • • y� <br />♦ ♦ ♦ <br />♦ r ♦ • ♦ ♦ r r . : • T r T T ♦ • • r ♦ ♦ ♦ • ♦ ♦ ♦ T r <br />♦ r T r r ♦ ♦ ♦ • ♦ r ♦ ♦ ♦ • r r • ♦ ♦ ♦ ♦ v ♦ <br />t <br />. . ♦ . r ':'h-ice^_ v. � <br />- <br />- <br />���II�l=Il�I•=IIh--11l�I�Il=�����=� <br />-♦� -♦-'�� <br />mill= <br />ASPHALT SEALANT: 6 TO 12' <br />EXTEND MIN, 6' ABOVE PER PLAN <br />FLASHING SPEC'S. <br />6" HIGH <br />DIVERTER <br />FLASHING <br />_—_ - GALV. 'L' FLASHING <br />TYPICAL. <br />— — — — - OLIFING FELT <br />- — - - — - _.:-. DRIP EDGE <br />— — — — ASCIA <br />_F_(C. UEE 3F CORNER IDETA L, <br />I= L,45#4ING IN5TALLATION I~ <br />T.5. 53] <br />NOTE. IF RETROFIT FILLED CELL OR UPLIFT STRAP CONDITIONS <br />EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD <br />FOR ADDITIONAL INSTRUCTION, <br />EXISTIW-x U-BLOCK W/ 1 05 CONT. <br />DRILL Ai'X5' MIN. HOLE <br />SET SAR IN EPDXY <br />CAP TO PREVENT LEA <br />#Eaxd>' EMBEDDED INTO <br />EXISTW.z U-51-CrK LINTEL <br />FILL DELL FULL HEIGHT U1/ <br />NON -SHRINK GROUT <br />1 <br />'raX&' EMBEDDED INTO <br />'EXISTINCs FOOTING <br />DRILL 3/41X5' MIN. HOLE <br />%/SET BAR IN EPDXY <br />EXISTING FOOTINCs <br />RETRORT FILLED CELL DETAIL <br />KTS <br />2-45X6' IN COP1C. <br />FILLED CELL <br />4"t SAWCUT <br />SECT 10N A <br />sc ALs. -NTS 1 <br />UPLIFT CAPACITI' _ 5% FOR I STRAP <br />= IOW FOR 2 STRAPS <br />1-FLY PRE-EhiGINEEREO TRUSS <br />SIMPSON HM9 STRAP <br />,... J . ,. , .... (4) SDS 1/4.xil <br />14'41/4' TITENS <br />SEAM <br />PRODUCT CONTROL NOTICE OF A GGEFTANGE <br />MIAMI - D4DE GOIJNTI', FLORIDA <br />MAUFA6TURER - C 5 ROOFINO PRODUGT5 COMPANY, ING. <br />1VR00UGT <br />AGCEPTANGF # <br />EXPIRATION DATE: <br />FIRFHALT 2000 <br />01-0505.03 <br />06 t 14 / 2006 <br />FIREHALT 2000 AR <br />01-0505.03 <br />06 / I4 / 2006 <br />LANDMARK 30 <br />0I-0505.03 <br />06 / 14 / 2006 <br />LANDMARK 30 AR <br />0I-0505.03 <br />06 / 14 / 2006 <br />LANDMARK 40 <br />01-0505.03 <br />06 / 14 / 2006 <br />LANDMARK 40 AR <br />OI-0503.03 <br />06 / 14 / 2006 <br />MAIL. SHINGLES W/ 11 OR 12 GAUGE ROOFING <br />NAILS. 8/8' MIN HEADS. 6 PER SHINGLE. <br />MQ�aEd9� <br />rr�lP <br />� �4 bra vz Cif <br />5HIN L.E 1D TAIL <br />N.T.5, <br />.5AMUEL A_ GPEEN5ERG, RE. 3424E <br />❑ THUY H. HUYNH, 1~'.E. $60122 <br />D IRWIN J, 5ENSON, RE. 0449-158 <br />0 AL I A55,45 H,4KIM, F E. *5roi86 <br />TO THE 5EST OF THE ENGINEER'S KNOWLEDGE AND BELIEF~ THE <br />ST,tGTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE <br />FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND <br />GUST, EXPOSURE 'B' WIND ZONE (2001 EDITION)_ <br />THIS DRAWING AND DESIGN 16 VALID FOR 12 MONT446 AFTER THE <br />DATE IT IS SIGNED AND SEALED, <br />SIGNED AND SEALED FOR THE STRUCTURAL. PORTION Cr- THIS <br />DRAWINGS ONLY. <br />��♦ UNACCEFTAE3LE IN5TALLTION <br />DO NOT DO TI415 <br />#5 RRBAR (TYP,),,, <br />,,V# O <br />90- HOOK (TYR) <br />t <br />,BIT <br />® II49*1 <br />±2 NOFIRST COURSE <br />BOO <br />FILLED CELL INSTALLATION <br />
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