<br />TYPICAL S~CTION THRU WINDOW
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<br />HURRICANE ANCHOR @ EACH TRUSS (SEE ELEVATIONS)
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<br />SHINGLES OR CONCRETE TILE
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<br />fASCIA BOARD
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<br />. - STD. 90' HOOKJ "-2- #5 CONT.
<br />(SEE DETAil) "-4"
<br />
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<br />1
<br />O'J
<br />
<br />'N NOTE:
<br />~ FILL ALL CELLS BELOW GRADE 'MiEN
<br />~ '/MEN STtM WAll IS GREATER Tl-iAN
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<br />I\~~
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<br />DOOR AND CONNECTION PER
<br />GARAGE DOOR MANUFACTURER
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<br />PT WINDOW BUCK A TT AC~ED
<br />WI Bd NAIL5 ~ 811 o.c. MAX
<br />AND PL 2000 OR EQUAL
<br />GLUE
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<br />TYPICAL LINT=L AoS~M6L. y
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<br />SECTION (;\
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<br />NOTE: 8" "-4" 8" 8E USED IN UEU OF' ANCHOR
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<br />FCR ADDITIONAL INFORMA nON ~
<br />iYPICAL. INTE:;RIOR a:AR1NG WAL.L ( C \
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<br />PROCTOR ASTM 0155"1) I ~ (SEE DETAil)
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<br />~ .rSINGLE 2"x4"
<br />/CRIPPLE sruo
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<br />/2"X4" STUDS TY?,
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<br />HeADER D=iAfL
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<br />. UPLIFT CONNECTIONS REQUIRED AT
<br />lOAD BEARING WALLS
<br />
<br />,
<br />
<br />, TO THE BEST OF THE ENGI~EER'S KNO'MEDCE AND BELIEF, TH[
<br />STRUCTURAL PLANS AND SPECFiCA nONS CCVPL Y \'.II TH TH[
<br />STANDARD BUiLDING CODE, SECTION 1205 FOR lCO rnph wmD
<br />ZONE (1991 E.OITION).
<br />
<br />· THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE
<br />DA TE IT IS SIGNED AND SEALED.
<br />
<br />. SIGNED AND SEALEO FOR THE STRUCTuRAL PORTiON OF"
<br />THIS DRAWING ONLY.
<br />
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<br />p.o. eox 3~\6 - APOLLO 6EACH - FLORIDA - 3~'2
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<br />AL. iERNAiE: MONOLli~IC. ;::OOTIN~
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<br />TYPICAl.. e5Ar<IN6 WAL..L. ra) Gi5F' (F'\
<br />SCALE: }~/Isl'-0" ~
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<br />t)'\ SU~~~lfi;~{ IIILL DUJLDEUS
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<br />DA it: tJ13ffl
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<br />SCALE: 1/., = l'-(tl"
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<br />nLt .. 12055102
<br />
<br />SECTIONS, PET AIL5, NOTE5
<br />9~'0779
<br />
<br />82 ~
<br />
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