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WN OF QUEENSBU
BUILDING & CODES
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GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD
SNOW DESIGN FROST LINE DESIGN UNDERPAYMENT FLOOD
NOTES FROM DESIGNER LOAD SPEED(mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARD'S
Structure should be reviewed by a licensed engineer, 50 90 C Severe 48' Slight to Slight to -10 24' No
Designer is not responsible any alteration to plan
Moderate,Moderate
made on site. All measurements must be field verified.
Do not scale
1o'-4t
1S'-3'
ROOF PLAN
1/4• = 1'V
FRONT VIEW SIDE VIEW
1/4' = 11W 1/4' - 11V
EEO
rubber roof %WN OF QUEENSBURY BUI-LDING DEPARTMENT
�^ k ptr-od Based on our limited examination,
compliance with our comments shall
bo' not be construed as indicating the
dbL 2x6 plans and specf'ications are in full
2x10 16' o.c, compliance with the Building Codes of
aerttai New York State.
hashed cethp
242 boil cut to
proper hef ht
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existing
FLOOR PLAN 10, house
cotum
1/4' - 1 D'
DVIE2x4 16' oc on
existft StQb JUL 2 2009
&i. 2x8 box
2x8 16' o.c. UII,D NG BEENSsURY
C DES
2x8 16' oz. ex>� `'iceF1 tE COPY
Ur cone. pier w th 6x6 .
treaded post
wM
14'-6' 10'X2 _3 roes of 04�rebor
. . SECTION
FLOOR FRAMING & FOOTING PLAN
31W - fro' RAHAL RESIDENTS
1/4• = fro' THISTLEWOOD DR., QUEENSBURY NY. PW
ALL VIEWS 1 of 1
,
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� aa�' P w{t{be happy to exple�n f.rr s Your pit• YOU Witt have to
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what Requirem the
k meet per App�rtd' { Code,
entiaHi 1
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STATE ATECMAL OF
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TQWN 0 QUEENSBURY
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BUILDING
` tt ., .,..,,. —._..-_.... �i- I ti `�i+v•L'���t�� �E ,f t°j� ! �
have seen o observed,or believe i sav evidence of, i� �oo i R� _, , � �4 YO __r--
t v NIS Ft�1".. -f
all " Ct >t C houses, ))S, I eQS, se! G°S, .., SAND �:aC�Y � 7 ,.- fat �'
? _ sh fi this also r£s e n 1i aist 1 have
/✓ Gf pels, , iy !,nt;aSu, .. .11v distances set t,;th oo the dia iam." F: . "TAT
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; � SIGN RE D�tE