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FIGURE RE 1: FL A5�4 [Nca INSTAL L,4T I ON <br />ASPHALT SEALANT <br />EXTEND MIN, OF._ ID <br />OF FLASHING <br />DID <br />FL4 <br />FIGURE 2: WALL f <br />TEXTURED, PAINTED <br />EXTERIOR MALL FINISH <br />6• HIGH <br />DIVERTER <br />FLASHING <br />CAULKING <br />FIGURE 3-. CORNES DETAL <br />FL A5kNG IN5TAL,L ATION <br />N T.S. <br />6 TO 12' <br />PER PLAN <br />SPECS. <br />b <br />GALV, 'L' FLASHING <br />TYPICAL. <br />---ROOFING FELT <br />DRIP EDGE <br />EXISTINCx U-PLOCK W/ 1 05 CONT. <br />BRILL 3/06' MIN. 440LE <br />SET e64R IN EPDXY <br />CAP TO PREVENT LEA <br />"5X6' EMSEDPEP INTO <br />EXISTING U- ISLOCK LINTEL <br />FILL CELL FULL WSIC44T W/ <br />NON -SHRINK CsROUT <br />!SXfo' EMBEDi:+ED INTO <br />EXISTING FOOTINGx <br />.DRL.L 34'X6' MIN. WOL.E <br />SET $AR 1N FOXY <br />i — ExISTIwS FOOT <br />RETR0I"IT FILLED CELL DF—TAIL <br />^.S <br />f:L ,45HINr_:s lN5T,4L.L_,4TI0N <br />WHERE ROOF MEETS VERTICAL WALL <br />ROOF CRICKET: <br />MIN: 3.12 SLOPE <br />(REQUIRED AT <br />ALL LEVEL VALLEY <br />LOCATIONS) <br />TEXTURED ALLA F"INIS1 <br />WALL 6' X 18' H GALV. <br />FLASHING CONT-- <br />PLASTER STOP <br />ROOF <br />SHINGLES <br />6' X 18' H GALV, <br />FLASHING CONT., <br />ASPHALT BASED <br />SEALANT APPLIED <br />FLHG <br />AND EXTENDING A <br />MINIMUM OF 6' ABOVE <br />VERTICAL RISE OF FLASHING <br />AT KNEEWALL <br />FLI 54 <br />D� ILS <br />NOTE: THIS DETAIL IS REQUIRED 6' HDRIZ, <br />AT ALL VERTICAL WALL. INTERSECTIONS <br />__LT WITH ROOF VALLEYS & ROOF CRICKETS, <br />FILEREF: (SD4)KNGSTN,FLSHDET/SD (NO SCALE) <br />HOLD EXTERIOR <br />FINISH 2" ABOVE <br />ROOF <br />FLASHING <br />2-4SX6` IN CONC_ <br />FILLED CELL <br />,Ir--J'411t 5AWcUT <br />5E CT I ON <br />SCAM: NTS <br />UPLIFT CAPACITY - 5% FOR 1 STRAP <br />= 10W FOR 2 STRAPS <br />1-PLY PRE-IPtI*U TRUSS <br />SIMPSON HMe STRAP <br />Sr.* 1/4'xll/2' <br />(W 1/4'41i4' TITENS <br />BOND SEAM <br />11 <br />4by4iti� �cc'� r <br />loz, <br />a <br />Cut st�le� <br />(50 m) back -Pram <br />valtey centertW* <br />0 <br />m <br />Embed,ea �ts�i*Vte <br />p. sphatt <br />tgqa�r tOf q�i <br />SFd e. <br />a <br />/ a <br />O <br />0 <br />a <br />m <br />o a <br />0 <br />0 <br />0 <br />a <br />a <br />0 <br />a <br />0 <br />e <br />PROPUC T CONTROL NOTICE OF ACCEPTANCE <br />MIAMI - DADE COUNTY, FLORIDA <br />MAUFAGTURER - G 5 ROOFING PRODU6T5 GOMPANY, INC. <br />Pplopt1GT <br />AGGEPTANGE # <br />EXPIRATION DATF: <br />FIREHAI_T 2000 <br />01-0503.03 <br />06/14/2006 <br />FIRENALT 2000 AR <br />0I-0503.03 <br />06 / 14 / 2006 <br />LANDMARK 30 <br />01-0505.03 <br />06 / 14 / .2006 <br />LANDMARK 30 AR <br />01-0503.03 <br />06 114 / 2006 <br />LANDMARK 40 <br />01-0503.03 <br />06 / 14 / 2006 <br />LAWMARK 40 AR <br />0I-0503.03 <br />06 / 14 1.2006 <br />36' <br />NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING <br />NAILS, 3/8' MIN HEADS, 6 PER SHINGLE, <br />a <br />a <br />Q� <br />e <br />C X� rye <br />Fta�e 0 �� 3rd <br />b <br />t5� <br />les <br />{ j�0 es <br />ecs (� Eta <br />� <br />5HINGL E DETAIL <br />0 6AMUEL A. GREENBEF;r_i, F E. 034245 <br />a THUY H. HUYNH, F.E. %0122 <br />El IRWIN J. BENSON, F E_ 04g-158 <br />D AL 1455,45 I-I,4KIM, F E. 059,-18& <br />TO THE BEST OF THE EWzINEER'S KNOWLEDC1,E AND BELIEF, THE <br />STRZTURAL PLANS AND 61FEC€FICATIONS coMPLY WITH THE <br />FLORIDA BUILDING CODE, SECTION I(o®6 FOR €20 Mp4 3 SECOND <br />GUST, E)<P06URE '5' WIND ZONE (2001 EDITION). <br />THIS DRAWING AND DIESICiN 18 VALID FOR 12 MONT446 ,AFTER THE <br />DATE IT IS SIGNED AND SEALED. <br />SICsNED AND SEALED FOR THE STRUCTURAL. PORTION OF TwI5 <br />DRAIUING ONLY. <br />FF,OPEiR IN5T,4LLATION <br />MAX. 8" <br />FIRST 2 COURSES <br />,­ --- , u% rvvIvvr+irOiV f'1Y1N <br />® �' UN4CCIEPT,45LE IN5T,4L_LTION <br />♦� DO NOT L>O TI-IIe <br />#5 REBAR (TYP,)#® <br />®4111, 41 <br />At TI). 90" HOOK (TYP.) <br />47 <br />FILLED GEL.L® IN5T,4, LATION <br />