HomeMy WebLinkAboutPlanFoundation &Slab Plan
8" Sona Tube
lepth 42"
x6 Post
Simpson CB66
post Base
Concrete Slab
47e 1
482
Proposed
Pavilion
Design and Construction Notes:
THIS PLAN WAS DEVELOPED USING STANDARD DESIGN PRACTICES BASED ON
THE PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWING
ORGANIZATIONS AND CODES: AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE
7-10, INTERNATIONAL BUILDING CODE (IBC) 2015, INTERNATIONAL RESIDENTIAL
CODE (IRC) 2009, WOOL) FRAME CONSTRUCTION MANUAL 2001 (WFCM), 2016
CONNECTICUT SUPPLEMENT TO THE BUILDING CODE, AMERICAN CONCRETE
INSTITUTE, ACI 318-02, ,ACI 302.1 R. AMERICAN SOCIETY OF TESTING AND
MATERIALS ASTM C-150, C-33, A-615.
15 PSF Roof Dead Loads
32 PSF Roof Snow Load
115 MPH Wind Speed
3 PSF Collateral Load
0.100 Seismic Coeff
Q A". ...9 TM..AAWA /41/ROlk` -J(`1! / \/ 6x6 W1.4xW1.4
WELDED WIRE MESH
q . CLASSY R •• A 4aaCZO
EX' -' iE
1 i I 111=11 ii I_i 1-
g" PROCEfr6ED GRAVEL SUBGRADE
TYPICAL CONCRETE PAD SECTION DETAIL
NOTES: ALE: N.T.S.
1. CONCRETE PAD TO BE INSTALLED TO THE DIMENSIONS AS SHOWN ON THIS PLAN,
CONTRACTOR TO PROVIDE JOINTING, FORM WORK. GRAVEL SUBBASE, WIRE REINFORCEMENT,
AND CONCRETE MATERIALS AS SPECIFIED MEET OOT HS 20-44 LOAD REQUIREMENTS,
2. CONCRETE TO BE 4000 P.S.t. MIX, SURFACE TO 8E FINISHED WITH A WOOD FLOAT
OR OTHER APPROVED MEANS.
3. MINIMUM COVER ON REINFORCING STEEL SHALL BE 2" TYP.
4. CONCRETE SHALL BE GLASS SHOWN AND CONFORM TO STATE AND BUILDING CODE
STANDARDS
Q Side
Cover
1
Cover
8" Sona Tube
lepth 42"
x6 Post
Simpson CB66
post Base
Concrete Slab
47e 1
482
Proposed
Pavilion
Design and Construction Notes:
THIS PLAN WAS DEVELOPED USING STANDARD DESIGN PRACTICES BASED ON
THE PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWING
ORGANIZATIONS AND CODES: AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE
7-10, INTERNATIONAL BUILDING CODE (IBC) 2015, INTERNATIONAL RESIDENTIAL
CODE (IRC) 2009, WOOL) FRAME CONSTRUCTION MANUAL 2001 (WFCM), 2016
CONNECTICUT SUPPLEMENT TO THE BUILDING CODE, AMERICAN CONCRETE
INSTITUTE, ACI 318-02, ,ACI 302.1 R. AMERICAN SOCIETY OF TESTING AND
MATERIALS ASTM C-150, C-33, A-615.
15 PSF Roof Dead Loads
32 PSF Roof Snow Load
115 MPH Wind Speed
3 PSF Collateral Load
0.100 Seismic Coeff
Q A". ...9 TM..AAWA /41/ROlk` -J(`1! / \/ 6x6 W1.4xW1.4
WELDED WIRE MESH
q . CLASSY R •• A 4aaCZO
EX' -' iE
1 i I 111=11 ii I_i1-
g" PROCEfr6ED GRAVEL SUBGRADE
TYPICAL CONCRETE PAD SECTION DETAIL
NOTES: ALE: N.T.S.
1. CONCRETE PAD TO BE INSTALLED TO THE DIMENSIONS AS SHOWN ON THIS PLAN,
CONTRACTOR TO PROVIDE JOINTING, FORM WORK. GRAVEL SUBBASE, WIRE REINFORCEMENT,
AND CONCRETE MATERIALS AS SPECIFIED MEET OOT HS 20-44 LOAD REQUIREMENTS,
2. CONCRETE TO BE 4000 P.S.t. MIX, SURFACE TO 8E FINISHED WITH A WOOD FLOAT
OR OTHER APPROVED MEANS.
3. MINIMUM COVER ON REINFORCING STEEL SHALL BE 2" TYP.
4. CONCRETE SHALL BE GLASS SHOWN AND CONFORM TO STATE AND BUILDING CODE
STANDARDS
Q Side
Cover Cover
Zrytry o
im
CB os ase
icien
ithing
r
2"
x 8" Bolts
4)1/211 x 6" Bolts
8W
d
193/16
lip • •
s t
4
Rafter Str app
Simpson H6
4" 2
24"
4)1/211
i
TRANSFORMATION ASSEMBLY of GOD CHURCH
1040 Old Colchester Rd
May Engineering LLC
Civil Engineering and Site Planning
1297 RT 163 Oakdale, CT 06370
P 860 884-9671
DRAWN B
CON SCALE: 1/2 " = "
G.+1r
DATE: May 1
O No. 23204
s`cF"S Q•?..-' Pavilon Construction Plan
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3"
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