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W. ROOSEVELT
70'RAV a
Ti P �N
GENERAL NOTES REGARDING NEGOTIATED CHANGES
1�. PROVIDE PRE-ENGINEERED RIGID FRAMES IN LIEU OF GLU-LAM AND STEEL STRUCTURE. REFER TO PRE-ENGINEERED SHOP DRAWINGS AS
PREPARED BY WHIRLWIND STEEL BUILDINGS FOR STRUCTURAL FRAMING INFORMATION,
2. PREFINISHED METAL SIDING TO BE PROVIDED BY METAL BUILDING MANUFACTUERER, COLORS AS SELECTED BY OWNER FROM MANUFACTURER'S
STANDARDS. REFER TO PRE-ENGINEERED SHOP DRAWINGS AS PREPARED BY WHIRLWIND STEEL BUILDINGS FOR INFORMATION.
3. PREFINISHED STANDING SEAM METAL ROOFING SHALL BE PROVIDED BY METAL BUILDING MANUFACTUERER, COLORS AS SELECTED BY OWNER
FROM MANUFACTURER'S STANDARDS. REFER TO PRE-ENGINEERED SHOP DRAWINGS AS PREPARED BY WHIRLWIND STEEL BUILDINGS FOR
INFORMATION.
4. ALL WOOD FRAMING IN DOCUMENTS SHALL BE REPLACED WITH METAL STUDS UNLESS NOTED OTHERWISE. 2X6 WOOD STUDS SHALL BECOME 6"
METAL STUDS. 2X4 WOOD STUDS SHALL BECOME 3-5/8" METAL STUDS.
13OLLAPD
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PROVIDE 8'T Plf'F
DUMPSTER f''ADS
2-#4 REINFORCING BARS
INSERT HORIZONTALLY
EACH WAY THROUGH STEEL
PIPE AT 6" BELOW GRADE.
I/2" EXP. JT. AND SEALANT
GONG. 5LAB
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DEED 466.00' MEAS.. 46.4.9$: N87°41'48"W IN
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L -a1---•. - L--- -----� l -!---- ------
C-4
I 1 /_ l l I_ �/
1��-6'90 �9 S8? 14�"E / / �1- / ��( T— I -7— r-.
�— \ 1 �— �_ -- __T_
/' fP"CIA INTRA TIE
'� __ n T T —'t— H 11 _ 11 I1 A h 11 11 �- p _� 11 �_ q 11 11 11 I1 �y — A) N _� 11 AP /1 11
W. ROOSEVELT
70'RAV a
Ti P �N
GENERAL NOTES REGARDING NEGOTIATED CHANGES
1�. PROVIDE PRE-ENGINEERED RIGID FRAMES IN LIEU OF GLU-LAM AND STEEL STRUCTURE. REFER TO PRE-ENGINEERED SHOP DRAWINGS AS
PREPARED BY WHIRLWIND STEEL BUILDINGS FOR STRUCTURAL FRAMING INFORMATION,
2. PREFINISHED METAL SIDING TO BE PROVIDED BY METAL BUILDING MANUFACTUERER, COLORS AS SELECTED BY OWNER FROM MANUFACTURER'S
STANDARDS. REFER TO PRE-ENGINEERED SHOP DRAWINGS AS PREPARED BY WHIRLWIND STEEL BUILDINGS FOR INFORMATION.
3. PREFINISHED STANDING SEAM METAL ROOFING SHALL BE PROVIDED BY METAL BUILDING MANUFACTUERER, COLORS AS SELECTED BY OWNER
FROM MANUFACTURER'S STANDARDS. REFER TO PRE-ENGINEERED SHOP DRAWINGS AS PREPARED BY WHIRLWIND STEEL BUILDINGS FOR
INFORMATION.
4. ALL WOOD FRAMING IN DOCUMENTS SHALL BE REPLACED WITH METAL STUDS UNLESS NOTED OTHERWISE. 2X6 WOOD STUDS SHALL BECOME 6"
METAL STUDS. 2X4 WOOD STUDS SHALL BECOME 3-5/8" METAL STUDS.
13OLLAPD
RE:4/CI00
I
2" IP &ALV. FENCE
POSTS ® 6-0" O.G.
Ix6 GEDAR WOOD
SLATS TO FACE OUT.
2x6'5 GEDAR/REDWOOD
prlmvrrl�
rwffj. .
L
6"(P SCHEDULE 40
STEEL PIPE FILLED WITH
CONCRETE - DOME TOP - PAINT
PROVIDE 8'T Plf'F
DUMPSTER f''ADS
2-#4 REINFORCING BARS
INSERT HORIZONTALLY
EACH WAY THROUGH STEEL
PIPE AT 6" BELOW GRADE.
I/2" EXP. JT. AND SEALANT
GONG. 5LAB
X_
6x6 10/10 WWM
I;�- • – i or
FOOTING
I
b(a3A
JO�m pEo�
J= N op q
E ^C
CN
�C044c!
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Fl
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TI TLE_
SITE PLAN
DATE 06 APRIL 2005
REVISION DATE
Q 12 DEC 2005
PROJECT NQ, 04021
5HT NO
M1C00