98-498 (2) 4
44' 3014" 2
'4131 ' 3"
EXISTING
30
ONE
STORY PROPOSE
AVG 7 GARAGE
FRAME
�. 29' 1 " 4
24'
Ti3Wt1 IF Qt1fE}458t11tY$tflLDtNG 1?EPARTMf fVt a
F CCOPY Bled on our fimim examina ' ' ;`IL ' ' '
Compliance wfth our comments shall
not be construed as indicating the
pfarwt and specdications are in full `
Compliance with the code REVi L W L D 96 Y
DATE — Z
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FOUNDATION WALL SIDE �1y 11 ��� stz S*4/ 'C'*�ywly
S& RETAINING WALL SIDE
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PROPOSED GARAGE
FOOTINGS
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zt%eMPACTED SAND do GRAVEL
WATERPROOFING
(TYP,) POURED CONC. FND. WALL
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8' J4 BAR (TYP")
TYP. TYP"
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HORIZONTAL
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20" MIN.
3,000 PS CONC.
RETAINING WALL DETAIL
SCALE: 1/2 V=11�09
lHK. CONC, SLOPE CURB 1/10 MAX.
it SL AB
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ELEV, 100,00
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a a a 0
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COMPACTED EARTHEN --
MATERIAL
FOUNDATION WALL 4 MAIN
_ ENTRANCE DETAIL
SCALE 1"-9'—O" --
616 x 10/10 WFvk
-
n 0G 8" BANK—RUN GRAVEL A0 o o
COMPACTED TO 95%
e 0 o MODIFIED PROCTOR 0 0 0
0 n 0 of Jo 0 0
8 MILL POLY
VAPOR BARRIER
TYP . CO ICRETE FLOOR SECTION
SCALE:
a
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WEBS 2xd SPF 13 CAT I, EXP Ca MINI] ETC 0Lr5.0 PSF, WINQ 8C 0L•5 . 0 PSF ,
A AISTD CEILING URN N4CONTIk'UOUS LATERAL BRACING AT 240 O.C .
N t BE PROPERLY ATTACHED TO 1Hk BOTT1W Cam,
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1 _
ALL- PLATCS APE N"2X3 EXCEPT AS HOFED .
4A IWORTANT KESSAG'E TO TRUSS DESIGNER. THIS GABLE HAS ONLY
8EE'N DESIGMED FDA VERTICAL LOADS APPLTED TO TiE CHARDS. THE A RIGID CEILING OR CONTI,NWUS LATERAL BRACING AT 24" D, C . r
WEDS EXPOSEO TO WIND MUST BE DESIGNED FOn LATERAL WIND LOAD NUST 'CE PRDPErl.Y ATTACHED TD THC AOTTAM CHOPLI .
EIMER BY TWSMITTING THIS PRDFILE 10 ALPIW OR $Y USE IN
CaQuNCTION 14ITH ALPItAUS ST00ARD GABLE END DESIGN fOA W1E6
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A RIGID CEXTNG OF CONTINJUUS LXTERAL LkRACING 4T PC (1 , C
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