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I' I I I RV�R: A ' <br />FIGURE 1: FLA5H ING INSTALLATION <br />ASPHALT SEALANT: <br />EXTEND MIN. OF 6' <br />OUTSIDE OF FLASHING <br />DID <br />FL( <br />FIGURE 2-- WALL I <br />TEXTURED, PAINTED <br />XT R R WALL FINISH v v v v v v v° <br />=S <br />FL,45H ING INSTALLATION <br />ROOF CRICKET: <br />MIN: 3:12 SLOPE <br />(REQUIRED AT <br />ALL LEVEL VALLEY <br />LOCATIONS) <br />WHERE ROOF MEETS VERTICAL WALL <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 />BEHIND FLASHING <br />AND EXTENDING A <br />MINIMUM OF 6' ABOVE <br />VERTICAL RISE OF FLASHING <br />AT KNEEWALL <br />m1w.21m,11214am <br />NOTE: THIS DETAIL IS REQUIRED ,� V L. HURI <br />AT ALL VERTICAL WALL INTERSECTIONS <br />--LT WITH ROOF VALLEYS & ROOF CRICKETS, <br />FLASHING DETAIL AT CRICKET/KNEEWALL INTERSECTION <br />FILEREF: (SD4)KNGSTN.FLSHDET/SD (NO SCALE) <br />................ ............................ <br />. . . . <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />---- <br />DoIIIIII=IIIIII=11111� <br />•--• <br />,� <br />- �� <br />.._._.. _IIIIII_IIII�_IIIIII-IIIIII_II <br />_ <br />• - - -'` <br />`�11111=IIIIII=IIIIII= <br />_ <br />�II�� <br />.- <br />ASPHALT SEALANT: 6 TO 12' <br />EXTEND MIN. 6' ABOVE PER PLAN <br />FLASHING SPECS, <br />6' HIGH <br />DIVERTER <br />FLASHING ' <br />i <br />GALV. 'L' FLASHING <br />_ _ — TYPICAL. <br />' OOFING FELT <br />_ —— — DRIP EDGE <br />— — — ASCIA <br />FIGURE 3: CORNER DETAIL <br />FLA5HING IN5TALLATION( F <br />N.T.S. 53.1 <br />IIIIII=1! <br />IIIIII-111.... , <br />II.. <br />NOTE: IF RETROFIT FILLED CELL OR UPLIFT STRAP CONDITIONS <br />EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD <br />FOR ADDITIONAL INSTRUCTION. <br />EXISTING U-SLOCK W/ 1 5 CONT. <br />DRILL 3/4'X5' MIN. HOLE <br />SET MAR IN EPDXY <br />CAP TO PREVENT LEAKAGE <br />5X6' EMBEDDED INTO <br />EXISTING U-BLOCK LINTEL <br />FILL CELL FULL HEIGHT W/ <br />NON -SHRINK GROUT <br />1 <br />5X6' EMBEDDED INTO <br />EXISTING FOOTING <br />—DRILL 3/4'X5' MIN. HOLE <br />/ SET ISAR IN EPDXY <br />EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />KT.S. <br />2-5X6' IN CONC. <br />FILLED CELL <br />4"t SAWCUT <br />SECTION A <br />SCALPS NTS i <br />UPLIFT CAPACITY ■ SW FOR 1 STRAP <br />■ 1OW FOR 2 STRAPS <br />RE -ENGINEERED TRUSS <br />T IPSON HM9 STRAP <br />4) SOS 1/4■x11"2' <br />'/4'x21/4' TITENS <br />BEAM <br />Rxdf <br />• <br />- <br />eGk <br />Rood � <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE <br />MIAMI - DADE COUNTY, FLORIDA <br />MAUFAGTURER - G 5 ROOF I NC PRODUGT5 COMPANY, I NG. <br />PRODUCT <br />A6CEPTANCE # <br />EXPIRATION DATE: <br />FIREHALT 2000 <br />0I-0503.03 <br />O6 / 14 / 2006 <br />FIREHALT 2000 AR <br />0I-0505.03 <br />06 / 14 / 2006 <br />LANDMARK 30 <br />0I-0503.03 <br />06 / 14 / 2006 <br />LANDMARK 30 AR <br />0I-0503.03 <br />06 / 14 / 2006 <br />LANDMARK 40 <br />0I-0503.03 <br />06 / 14 / 2006 <br />LANDMARK 40 AR <br />01-0505.03 <br />06 / 14 / 2006 <br />1:. <br />■0 <br />s� <br />� <br />■ <br />AIL SHINGLES W/ it OR 12 GAUGE ROOFING <br />NAILS. 3/8' MIN HEADS. 6 PER SHINGLE. <br />O �er� <br />\ay <br />� vraer <br />°urge se <br />G q�h°ur 3rd°ur5e rd C°urge <br />0 <br />2 �56 rr� <br />29. C13 <br />1 5' C12 c135 er% <br />GourSe <br />.L' <br />Meg'°Ed9e <br />�aye5 <br />_ 5 <br />sr 3 <br />tend errakl�2�l <br />1rr� o �Qy a oppu ed93�R <br />1�60 eel. �� aroW°udr�P <br />u5 r�i ed• <br />e�d9e 15 u5 <br />5�-IINC-cLE DETAIL � <br />N.T.S. �3- <br />❑ SAMUEL A. C�xREENBEi�, P.E. *34245 <br />❑ THUY W. �IUYNH, P.E. "60122 <br />❑ IRUJIN J. BENSON, P.E. 049I58 <br />❑ ,4L I ABBAS HAKIM, P.E. 056186 <br />t0 THE BEST OF tHE ENGINEER'S KNOWLEDGE AND BELIEF, THE <br />STRUCTURAL 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 IS VALID FOR 12 MONTHS AFTER THE <br />DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION � THIS <br />DRAWING ONLY. <br />PROPER INSTALLATION <br />MAX. 8° <br />(TYP,) <br />OK (TYP.) <br />E FIRST 2 COURSES <br />'7FICELL PER FOUNDATION PLAN <br />THIS <br />FILL SOLID <br />#5 REBAR <br />STD. 90' <br />UN.4CCEPTA15LE INSTALLTION ♦♦ <br />, DO NOT DO <br />,♦♦ <br />�4#, #5 REBAR (TYP,)♦♦ <br />_ -4* STD. 90' HOOK (TYP.) <br />FIRST COURSE <br />FILLED <br />HOOK <br />SCALE: N.T.5.(J3.1 <br />�,41�15C0 <br />0 REVISED 08-15-03 ENGINEERINCxr P.A. <br />AoCREATED 02-27-02 PA. 8oX 3400 - AroLLo wAcw - mo1QIDA - 335m <br />PHONE - (813) 645 0*6 FAX - (813) 645 %W <br />12 0 MPH ©CLIENTTHESE ON THIS PROJECT.DRAVANGS AND SIGNS ARE THE JOINT ANY REPRODUCTION OR PROPERTY <br />ZED USE IS PROHIBITED._ A 2003 <br />AND '"E <br />3 SEC. GUST <br />SEAL LENNAR HOMES <br />SCALE NOTED RAM B.V. <br />OAT£ 2/2'V02 TAMPA DIVISION N: /BLOCKS/STD 2001 <br />FRAMING CONNECTIONS 0 EXT. WALLS <br />DE JOB NO. PM - 5021 83.1 <br />CELL INSTALLATION <br />1 <br />R <br />