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<br />FIGURE 1: FLASHING INSTALLATION
<br />
<br />ASPHAL T SEALANT:
<br />EXTEND MIN, OF 68
<br />OUTSIDE OF FLASHING
<br />
<br />
<br />'viALL SHEATHING ~
<br />
<br />RICKET AS
<br />SPECIFIED
<br />BY PLAN
<br />
<br />FLASHING INSTALLATION
<br />VHERE ROOF MEETS VERTICAL VALL
<br />
<br />GAL V, MTL.
<br />ILl FLASHING
<br />
<br />OOF SHINGLES
<br />
<br />ROOF CRICKET:
<br />MIN: 3:12 SLOPE
<br />(REQUIRED AT
<br />ALL LEVEL V ALLEY
<br />LOCA TIONS)
<br />
<br />6' X 18' H GALV,
<br />FLASHING CONT,
<br />
<br />
<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 KNEEV ALL
<br />
<br />
<br />VERTICAL VALL
<br />AT ENTRY
<br />
<br />TEXTUREDi PAINTED
<br />EXTER, VRLL FINISH
<br />6' X 18' H GALV.
<br />FLASHING CoNT.
<br />PLASTER STOP.
<br />ROOF
<br />SHINGLES
<br />
<br />L:I
<br />:z
<br />I
<br />V)
<br /><l:
<br />-.J
<br />LL
<br />,....:
<br />l::l!:
<br />W
<br />>
<br />
<br />~
<br />92
<br />
<br />SEALANT
<br />
<br />ELASl-4INGJ
<br />~
<br />
<br />OOFING FELT
<br />
<br />NOTE: THIS DETAIL IS REQUIRED
<br />AT ALL VERTICAL 'v/ ALL INTERSECTIONS
<br />'v/ITH ROOF V ALLEYS 8x ROOF CRICKETS,
<br />
<br />
<br />FfGURE 2: WALL FINISl-4
<br />
<br />ELASl-4ING I2ETAIL AT CRICKET/KNEEWALL INTEBQECTION
<br />FILEREF: (SD4)KNGSTN,FLSHDET ISD (NO SCALE)
<br />
<br />,
<br />, Q..
<br />, :x:
<br />I
<br />>-
<br />, .a
<br />,
<br />
<br />6' HIGH
<br />DIVERTER
<br />FLASHING
<br />
<br />
<br />TEXTURED) PAINTED
<br />EXTERIOR \./ ALL FINISH
<br />
<br />HOLD EXTERIOR
<br />FINISH 28 ABOVE
<br />ROOF
<br />FLASHING
<br />
<br />
<br />PROPER INSTALLATION
<br />
<br />MAX. 8"
<br />
<br />.
<br />
<br />
<br />
<br />#5 REBAR (TYP,)
<br />
<br />.
<br />
<br />
<br />
<br />
<br />STD. 90' HOOK (TYP.)
<br />
<br />SEAL NT LI
<br />
<br />AIL SHINGLES V I 11 DR 12 GAUGE ROOFING
<br />NAILS, 3/8' MIN HEADS, 6 PER SHINGLE.
<br />
<br />CAULKING
<br />
<br />.
<br />
<br />
<br />NOTCH 'NEB AT THE FIRST 2 COURSES
<br />
<br />"\)e<"...\Z
<br />9-.00\
<br />
<br />FILLED CELL PER FOUNDA TlON PLAN
<br />
<br />.
<br />
<br />~~
<br />~~
<br />~~
<br />~~
<br />~~
<br />~~
<br />
<br />
<br />UNACCEPTABLE INSTALLTION .,;
<br />DO NOT DO THIS .,;
<br />;
<br />#5 REBAR (TYP,);;
<br />.,"
<br />,"
<br />;
<br />," fTD. 90' HOOK (TYP.)
<br />4
<br />
<br />
<br />6 TO 12'
<br />PER PLAN
<br />SPEC'S,
<br />
<br />~!lbW olX~er
<br />
<br />.....
<br />
<br />DRILL ,~ 'X!:;' MIN. l-lOLE
<br />OET eAR IN EPOXY
<br />CAP TO PREVENT LEAKAUE
<br />
<br />~X~'EM6EDDED INTO
<br />EXI&TING u-eLOCK LINTEL
<br />
<br />FILL CELL RJLL I-lEI~HT WI
<br />NON-&I-IRINK GROUT
<br />
<br />
<br />s'(\,'(I~J~S
<br />0. \"(Ie c.y..e 0;(\ l.\':\
<br />'t.'1-.\e0\"(Ie f \ \/'C: \s
<br />o\jef S c.'(l?~ eo.ge,:\/ fJ,'
<br />ec.\je,~ o.f~'COI)\ '?
<br />~~I'.1 \ Of. c. (',0 o.f'
<br />",e\J.' '~...1
<br />I)q ~r;.I' \,)se\J.'
<br />~\0.ge ,S
<br />
<br />NOTE, IF RETROFIT FILLED CELL OR UpLIFr eTRAP CONDITIONe
<br />EXCEED (3) PER PROJECT, CONTACT EN~INEER OF RECORD
<br />FOR ADDITIONAL IN$TRUCTICN.
<br />
<br />, ..:.:
<br />, CD
<br />I eD
<br />, "'0
<br />'0
<br />, -
<br />::lI
<br />.0<
<br />
<br />GAL V, 'L' FLASHING
<br />TYPICAl,
<br />
<br />D-
<br />i5l
<br />
<br />~
<br />0:::
<br />Z
<br />o
<br />(/)
<br /><C
<br />::!:
<br />I.J...
<br />o
<br />W
<br />c..:>
<br />~
<br />
<br />f--
<br />::::>
<br />c..:>
<br />3:
<br /><Co
<br />(/)
<br />
<br />
<br />EXI&TING U-6LOCK WI I ~ CONT.
<br />
<br />...
<br />, 0
<br />.-
<br />I
<br />I
<br />~~
<br />
<br />Sl-4INGLE DETAIL
<br />
<br />
<br />;;
<br />.,;
<br />.,;
<br />;
<br />
<br />OOFING FELT
<br />
<br />SECTION
<br />ecALE, NT&
<br />
<br />CD
<br />
<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE
<br />MIAMI - DADE COUNTY, FLORIDA
<br />
<br />FILLED CELL INSTALLATION
<br />SCALE: N.T.S.
<br />
<br />
<br />4":1: 5AU.JCUT
<br />
<br />N.T.5.
<br />
<br />CD
<br />I eD
<br />II:)
<br />
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<br />leD
<br />:"'0
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<br />.-
<br />~
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<br />: :x:
<br />
<br />(4) &D& ''4 'x1\/2'
<br />
<br />PROD\X. T ACCEPT ANGE l* EXPIRATION DATE:
<br />FiREHALT 2000 01--0503.03 06 I 14 I 2006
<br />FIREHALT 2000 AR 01-0503.03 06 I 14 I 2006
<br />LANDMARK 30 01-0503.03 06 I 14 I 2006
<br />LANDMARK. 30 AR 01--0503.03 06 I 14 I 2006
<br />LANDMARK 40 01--0503.03 06 I 14 I 2006
<br />LANDMARK 40 AR 01-0503.03 06 I 14 I 2006
<br />
<br />3
<br />
<br />
<br />D E DAN5CO
<br />
<br />ENCE$INEERINCE$, FA.
<br />P.o, eox ~ - APOllO eEACU - FlORIDA - 33512
<br />~ - (&13) 64& tD166 FAX - (&13) 64& 96~
<br />ee 4attD @niESE DRAWlNGS AND DESIGNS ARE niE JOINT PROPERTY OF DANSCO ENGINEERING, PA. AND niE
<br />CUENT ON nilS PRO.I:Cl ANY REPRODUCTION OR UNAU1l10RlZED USE IS PROHIBITED - 2003
<br />
<br />~X~' EMeEDDED INTO
<br />EXleTING FOOTING
<br />
<br />MAUFACTlJRER - G S ROOFING PRODUCTS COMPANY, INC.
<br />
<br />D SAMUEL A. GREENBERG, PE. ~424&
<br />D TI-IUY 1-1. l-IUYNl-I, P.E. ~~0122
<br />D IRWIN J. BENSON, P.E. -4~1&8
<br />D ALl ABBAS l-IAKIM, P.E. ~~18~
<br />
<br />
<br />UPLIFT CAPACIT'r' . &~ FOR 1 &TRAP
<br />· 1f!)CYJ) FOR 2 5 TRAP5
<br />
<br />EXleTING POOTINCs
<br />
<br />
<br />I-FlY PRE-ENGINEERED TRJ.Jee
<br />
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<br />
<br />FrGURE 3: CO~ET All
<br />
<br />51MPeoN l-N~ 5TRAP
<br />
<br />N.T.5.
<br />
<br />RETROFIT FILLED CELL DETAIL
<br />N.T ,&,
<br />
<br />TO TI-IE BE$T Of: TI-IE ENG:INEER'e KNOWLEDGE AND BELIEF, TI-IE
<br />$TRUCTURAL FLAN$ AND eFECIFICATION$ COMFL Y LUITI-I TI-IE
<br />FLORIDA BUILDING: CODE, 5ECTION 16el6 FOR IZel MFH 3 eECOND
<br />6U$T, EXFOOURE '6' WIND ZONE (2001 EDITION).
<br />Tl-lle DRAWING: AND DEelG:N Ie vALID !=OR 12 MONTl-le AFTER TI-IE
<br />DATE IT 1$ el6NED AND eEALED.
<br />elC:sNED AND eEALED FOR TI-IE eTRUCTURAL FORTION OF TI-I15
<br />DRAWING: ONL Y.
<br />
<br />LENNAR J.40MEe
<br />
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<br />I ClD
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<br />10
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<br />
<br />FLASHING INSTALLATION
<br />
<br />
<br />5CALE NOTED
<br />DATE 2121/02
<br />
<br />T,6MpA DIVl81CN
<br />
<br />D~ av.
<br />N:/BLOCKS/STD 2001
<br />
<br />FRAMING CONNeCT lONe ti) eXT. WALLe
<br />
<br />DE Joa NO. PM - 5021
<br />
<br />83.t
<br />
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