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<br />(A) 1/2" COX SH!ATHING NAILED WITH 80 R/S NAILS 6" OC ON EDGES
<br />~~D 10. OC IN ~IElD. USE 1/2. STEEL PLYCLIPS, j15 FELT
<br />AND F18ERGLAS~ SHINGLES, RIDGE VENT AS NEEDED,
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<br />(6) 2 X 4 l.JOOP SI.)13 FASCIA AND ALuMIN\Ji1 DRIP AND FASCIA.
<br />(C) ALlJl11NVI'\ SCfFIT I~ATERIALS,
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<br />(D) 111NIMU11 R-22 INSULATION IN ALL ATTte AReAS.
<br />(E) e:NGINEERE.D t.JOOD ROOF TRUSS,
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<br />(F) r~24 TRUSS ANCHOR AT THIS LOCAT ION APPLIED PER r~AtJl.;FACTI.JRE
<br />~PC:CIFICATIONS .
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<br />(\1) PotJREO LINTEl. tHTf1 1 S/a" RES~R CONTINUOuS AND TIED TO ALL
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<br />F'lOO~ PLAN,
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<br />EXISTING
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<br />(M) PRECAST LINTEL OR METAL LINTELS OVER All WINDOW AND DOO~
<br />OPfNINGS.
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<br />(I) 1/2" CEILING GYPSWM BOARD,
<br />(J) CEILING HEIGHT HAY VARY DUE TO TRUSS TYPE.
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<br />(X) AllJMINIJt1 SINGlE HUNG l.JINDOI';S,
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<br />(L) p.r. FIRING OVER 3/4" T\..iFR INSUI_,:.nON BOARD. 1/2" G'(PSUi1
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<br />(11) HAR~Lf: t4~NOOW SILL,
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<br />(0) Cll!:AN COMPACT SOIL THAT HAS BEEN TERMIrI! TREi\TED,
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<br />(P) l' CONCRETE $l,~,a toJI T!i 6/6 I.JIRE MES/i AND 6 .'1ILL POl'(,
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<br />(Q) {,(PICAt. 1J' X 16' FOOTING I.JIHi 2 EACH 5/13" RE13AA ON CfiAIRS
<br />36. OC. VERTICAL Roes PER LOCATION ON FOUNDATION ANO FLOOR
<br />PLANS TIED TO FOOTER RE8AR,
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<br />ALLWORK SHALL COMPLY
<br />WITH ALL PREVAIWi9 CODES,
<br />STANDARD BUILDING. PLuMBING,
<br />MECijANlCAL, N~B.C.AND crry
<br />OF ZEPHYRHILLSORDINANCES.
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<br />(S) l".ASONRY tHN001.J SILL,
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<br />PLANS REV,eWED
<br />DATE /1--- ra- q~
<br />BUILDING DEPT. ~PROVED&J;:.:f,.
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<br />REVISIONS BY
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<br />, Qu\ld\ng Cod. lor 100 !JPII wind lo(,td,t.
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<br />ORAWN
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<br />CHECK EO
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<br />1/ - 02 - 91
<br />SCALe
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<br />OF SHaSTS
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<br />I HEREBY CERTIFY THAT, IN iVtY PROFESSIONAL
<br />O~INION AS A LICENSED PROFESSIONAL IN TIfIS
<br />JURISDICTION, I HA VE REVIE\VED THE ATTACHED
<br />DESIGN AND FOUND IT TO BE IN SUBSTANTIAL
<br />COMPLIANCE \VITH SECTION 1606 OF THE 1994
<br />SaCCI. STANDARD BUILDING CODE
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