HomeMy WebLinkAboutSITE & BLDG PLANS - 06-00545 - Taylor Chevrolet - Storage Shed6159ST PARKING
681ST PARKING
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PLAMING & ZONING
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FOUNDATION AND FRAMING PLAN
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ROOF SHEATHING
(SEE NAILING SCHED)
12
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BOUNDARY NAILING
(SEE NAILING SCHED)
MANUF. TRUSS -' -'-- SIMPSON H2.5 HOLDOWN
- SEE PLAN 2x BLOCKING 0 EA. TRUSS END
WALL SHEATHING
(SEE NAILING SCHED)
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SECTION �
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SECTION
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A. CODES AND SPECIFICATIONS
1. International Building Code (IBC) - 2003 Edition
2. ACI 318 -05 Building Code Requirements for Reinforced Concrete
3. AITC Timber Construction Manual - 4th Edition
4. ANSI /AF &PA National Design Specification (NOS) & Suppl. for Wood Const. - 2005 Edition
B. DESIGN LOADS UNIFORM (PSF)
1. Roof Loads
a. Live Load 20 PSF
b. Snow Load
Design Snow Load 35 PSF
Flat Roof Snow Load Pf = 36
Ce= 1.0, Ct =1.10; Is =1.0
Ground Snow Load Pg = 47 PSF
Sloped Roof Ps = 35, Cs =0.86
2. Lateral Loads
a. Wind Load 90 MPH (3 Sec Gust) Iw = 1.0, EXP = C
Encl. Cat. - Partially Enc.
Internal Pressure Coef. +/ -0.55
Components & Cladding - 13.1 PSF
b. Seismic use Group: 1 Importance Factor = 1.0
Ss = 61.00% G, S1 = 18.809 G
Site Class = D
Sds = 0.534 Sd 1 = 0.257
Seismic Design Category = D
Basic Seismic System = Bearing wall Systems
Design base Shear v = 0.082 W
Seismic Response Coef. Cs = 0.082
Response Modification Factor R = 6.5
Analysis Procedure = Equivalent Lateral- Force Analysis
C. FOUNDATIONS
I. Bearing pressure taken as 2000 PSF for column and wall footings, based on a sandy gravel and /or
gravel (Table 1804.2, Class of Materials 14). Notify Engineer if conditions encountered are different.
2. Bear footing on some type of undisturbed soil or rock throughout the entire structure.
D. MATERIALS
1. Dimensional Lumber 12 Douglas Fir
2. Wood Stud Framing Stud Grade Douglas Fir
J. Concrete f'c - Ftgs & Walls 3000 PSI
Slabs 4000 PSI
4. Reinforcing Steel ASTM A615 - Grade 60
5. Structural Bolts ASTM A307
E. REINFORCED CONCRETE
1. Concrete shall be of ready mix type conforming to ASTM C94.
2. Comply with ACI 306 Cold Weather Concrete standards if the mean daily temperature is expected
to drop below 401• for 3 or more successive days. Place no concrete against frozen earth.
J. Control joints in large areas of slab on grade shall be placed in checkerboard fashion in lengths
not to exceed 20 feet in any direction.
F. REINFORCING STEEL
1. Splices of reinforcement at points of maximum stress shall be avoided wherever possible. Minimum
lap for splices she. be 40 bar diameters for masonry and 30 bar diameters for concrete,
unless otherwise noted.
2. All continuous reinforcement shall terminate with 90 degree return or hook or separate corner bar.
3. Minimum concrete cover for reinforcing bars shall be as specified in Building Code Requirements
for Reinforced Concrete (ACI 318).
6. Welding or tack welding of reinforcing bars is prohibited unless specifically approved by the Engineer.
G. LUMBER
1. Comply with the Ti nber Construction Standards of the American Institute of Timber Construction
Manual (AITC -85).
2. Do not notch anystructural wood member unless shown on the drawings.
3. Install and follow ►I manufacturers guidelines for Engineered Wood I members and LVL products.
- -DO NOT NOTCH OR CUT FLANGES OF ENG WOOD I MEMBERS.- -
4. All nails shall be common wire nails. Any nails exposed to weather or moisture shall be
of stainless steel or shall be galvanized.
5. Nailing to conform to IBC Table 2304.9.1 unless noted otherwise (See Nailing Schedule).
6. Wherever possible nails should be driven perpendicular to the grain instead of toe nails.
7 Where wood tends to split, holes for nails shall be bored a diameter smaller than that of the nails.
8. Plywood face grain must be perpendicular to its supports.
9. Roof trusses to be designed and engineered by supplier to meet the design loads herein indicated
in addition to any and all drifting loads, wind loads, equipment loads and other loads as
indicated on framing plan. Submit shop drawings and calculations for review.
NAILING SCHEDULE
15132" APA Rated 32116 Roof Sheathing
No blocking required unless shown
on framing plan. See typical detail.
Use panel clips at unsupported edges.
1 %2" APA Rated 37_/16 Wall Sheathing
Block all panel edges. See typical
detail. (Typical at all exterior walls
unless noted otherwise).
Boundary nailing - 8d 0 6" a. c.
End nailing - 8d 0 6" o.c.
Side nailing - 8d 0 6" o.c.
Intermediate nailing - 8d 0 12" a.c
Boundary nailing - 8d 0 6" o.c.
End nailing - 8d 0 6 "o.c.s
Side nailing - 8d 0 6 "o.c.
Intermediate nailing - 8d 0 10" o.c.
H. DEFERRED SUBMITTALS
List of deferred submittals (shop drawings) that require Architectural and /or
Engineering review and approval before fabrication or installation begins:
1. Engineered Roof Trusses
I. GENERAL NOTES
1. Adequate shoring and brocing of all structural members during construction
shall be provided.
2. Any proposed field changes shall have prior approval from the Engineer.
J. Contractor shall verify all dimensions in the field. Any variation from the
drawings shall be brought to the attention of the Engineer.
4. Install Simpson hardware as per Manufacturers requirements.
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PROJECT 0.
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SHEET NO.
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