BRES2018-0124Project Address: 7-731
APN #:
Applicant Name: ��� �.� ficuTy
Address:
City, ST, Zip:
Telephone:�Q
Email:
PERMIT #_ ,� +L ( �Q().4i� (
PLAN LOCATION:
Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech
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Valuation of Project $
CL066r Gl-�XtA&F-
Contractor Name:'
New SFD Construction:
Address:
City, St, Zip
Conditioned Space SF
Garage SF
Telephone:
Patio/Porch SF
Email:
Fire Sprinklers SF
State Lic: City Bus Lic:
Property Owner's Name:
Address: 7 s7
City, ST; Zips
Telephone:
Email:
New Commercial / Tenant Improvements:
Total Building SF
Construction Type: Occupancy:
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
OFFICE USE ONLY
#
Submittal
Req'd
•Req'd
Plan Sets
Structural Calcs
Truss Calcs
Title 24 Calcs
Soils Report
Grading Plan (PM10)
Landscape Plan
Subcontractor List
Grant Deed
HOA Approval
School Fees
Burrtec Debris Plan
Planning approval
Public Works approval
Fire approval
City Business License
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ESR -1 471 1 Most Widely Accepted and Thisted Page 5 of 8
• Design stress of 0.78 Pc calculated in accordance with
Sections 3.6 and 3.7 of ANSI AWC NDS (2015 and
2012 IBC and IRC), Sections 3.6 and 3.7 of
ANSI/AF&PA NDS -05 (2009 and 2006 IBC and IRC) or
ANSI/NFoPA NDS -91 (UBC), as applicable.
• Design stress of 0.78 Pr at a maximum slenderness
ratio (1,1d) of 33, calculated in accordance with Sections
3.6 and 3.7 of ANSI AWC NDS (2015 and 2012 IBC and
IRC), Sections 3.6 and 3.7 of ANSI/AF&PA NDS -05
(2009 and 2006 IBC and IRC) or ANSIINFoPA NDS -91
(UBC), as applicable.
4.4.2.4 Axial Design (2 -by -6 Wood Construction): Axial
loads applied to the system described in Section 4.4.2 are
limited to the least of the following:
0 3,000 pounds (13350 N) per stud up to 10 feet (3.05 m)
high or 1,200 pounds (5340 N) per stud for greater
heights.
m A maximum of 44.7 percent of the load calculated in
accordance with Sections 3.6 and 3.7 of ANSI AWC
NDS (2015 and 2012 IBC and IRC), Sections 3.6 and
3.7 of ANSI/AF&PA NDS -05 (2009 and 2006 IBC and
IRC) or ANSI/NFoPA NDS -91 (UBC), as applicable.
is Design stress of 0.78 P, calculated in accordance with
Sections 3.6 and 3.7 of ANSI AWd NDS (2015 and
2012 IBC and IRC), Sections 3.6 and 3.7 of
ANSIJAF&PA NDS -05 (2009 and 2006 IBC and IRC) or
ANSI/NFoPA NDS -91 (UBC), as applicable.
m Design stress of 0.78 P, at a maximum slenderness
ratio (1,1d) of 33, calculated in accordance with Sections
3.6 and 3.7 of ANSI AWC NDS (2015 and 2012 IBC and
IRC), Sections 3.6 and 3.7 of ANSIIAF&PA NDS -05
(2009 and 2006 IBC and IRC) or ANSI/NFoPA NDS -91
(UBC), as applicable.
4.4.3 Third Assembly:
4.4.3.1 Interior Face: One layer Of 5/8 -inch -thick
(15.9 mm), Type X gypsum wallboard, complying with
ASTM C36 or ASTM C1396, is applied horizontally or
vertically to the interior face of 2 -by -4 wood studs
(minimum specific gravity of 0.50, such as Douglas fir)
spaced a maximum of 24 inches (610 mm) on center. The
wallboard is fastened to the studs and perimeter framing
using 17/8_inch4ong (47.6 mm), 0.100 -inch -diameter
(2.54 mm) galvanized steel cup head drywall nails,
having a minimum head diameter of 0.300 inch (7.62 mm),
spaced a maximum of 7 inches (177.6 mm) on center. All
wallboard joints must be taped and treated with joint
compound in accordance with GA -216 or ASTM C840. All
vertical joints in the wallboard must occur over studs.
Fastener heads must also be taped and treated with joint
compound. Kraft paper faced fiberglass insulation batts are
placed in the cavities between the studs with the kraft
paper surface on the interior side of the wall, and fastened
to the studs. The insulation baits have an R-11 thermal
resistance value, and measure 31/2 inches (89 mm) thick.
4.4.3.2 Exterior Face: One layer of minimum 7 /,6 -inch -
thick (11 ri�im " rated -sheathing, one layer of
minimum '15/:iinh-t2ck (11.9 mm) plywood or one layer of
minimum 1/2 -inch -thick (12.7 mm), water-resistant core -
treated gypsum sheathing, complying with ASTM C79, is
applied vertically to the wall, and fastened to the wood
studs, sills and plates using 17/8-inch4ong (47.6 mm) by
6d coated sinker nails spaced a maximum of 8 inches
(203 mm) on center. All vertical joints in the OSB rated -
sheathing, plywood or gypsum board must occur over
studs. Two layers of Grade D building paper shall be
applied to the exterior face and attached to the wood
studs. One layer of wire fabric lath described in Section
3.2.5.1 is fastened through the sheathing to the studs
with 11/44nch4ong-by-No.-16-gage-by-14nch-crown staples,
spaced 6 inches (152 mm) on center along all studs and
perimeter framing. The Ultrakote One-Kote Stucco System
mixture is then applied to the lath in accordance with
Section 4.1 at a minimum thickness of 3/s inch (9.5 mm).
For studs of 10 feet or greater length, mid -height blocking
between studs is required.
4.4.3.3 Axial Design (2 -by -4 Wood Construction): Axial
loads applied to the system described in Section 4.4.3 are
limited to the least of the following:
m 1,100 pounds (4895 N) per stud.
• A maximum of 47.5 percent of the load calculated in
accordance with Sections 3.6 and 3.7 of ANSI AWC
NDS (2015 and 2012 IBC and IRC), Sections 3.6 and
3.7 of ANSI/AF&PA NDS -05 (2009 and 2006 IBC and
IRC) or ANSI/NFoPA NDS -01 (1.113% as applicable.
• Design stress of 0.78 Pc calculated in accordance with
Section 3.6 and 3.7 of ANSI AWC NDS (2015 and 2012
IBC and IRC), Sections 3.6 and 3.7 of ANSI/AF&PA
NDS -05 (2009 and 2006 IBC and IRC) or ANSI/NFoPA
NDS -91 (UBC), as applicable.
• Design stress of 0.78 Pc at a maximum slenderness
ratio (leld) of 33, calculated in accordance with Sections
3.6 and 3.7 of ANSI AWC NDS (2015 and 2012 IBC and
IRC), Sections 3.6 and 3.7 of ANSI/AF&PA NDS -05
(2009 and 2006 IBC and IRC) or ANSI/NFoPA NDS -91
(UBC), as applicable.
4.4.3.4 Axial Design (2-by4 Wood Construction): Axial
loads applied to the system described in Section 4.4.2 are
limited to the least of the following:
in 3000 pounds (13350 N) per stud up to 10 feet (3.05 m)
high or 1,100 pounds (4895 N) per stud for greater
heights.
• A maximum of 44.7 percent of the load calculated in
accordance with Sections 3.6 and 3.7 of ANSI AWC
NDS (2015 and 2012 IBC and IRC), Sections 3.6 and
3.7 of ANSI/AF&PA NDS -05 (2009 and 2006 IBC and
IRC) or ANSI/NFoPA NDS -91 (UBC), as applicable.
• Design stress of 0.78 Pc calculated in accordance with
Section 3.6 and 3.7 of ANSI AWC NDS (2015 and 2012
IBC and IRC), Sections 3.6 and 3.7 of ANSI/AF&PA
NDS -05 (2009 and 2006 IBC and IRC) or ANSI/NFoPA
NDS -91 (UBC), as applicable.
• Design stress of 0.78 Pc at a maximum slenderness
ratio (1,1d) of 33, calculated in accordance with Sections
3.6 and 3.7 of ANSI AWC NDS (2015 and 2012 IBC and
IRC), Sections 3.6 and 3.7 of ANSI/AF&PA NDS -05
(2009 and 2006 IBC and IRC) or ANSI/NFoPA NDS -91
(UBC), as applicable.
4.5 Noncombustible (Types 1, 11, 111 and IV)
Construction:
The stucco system, without EPS, may be installed on
exterior walls required to be noncombustible (Types 1, 11, 111
and IV) construction as indicated in Sections 4.5.1 through
4.5.4. An exception is that recognition is limited to use in
exterior walls of buildings having a maximum height of
40 feet (12.2 m) above grade under the 2015 and 2012
IBC, as indicated in the 2015 and 2012 IBC Section
1403.5, except as permitted by Exception 2 of 2015 IBC
Section 1403.5.
4.5.1 Exterior Finish: One layer 5/8 -inch -thick (15.9 mm),
water-resistant, Type X gypsum sheathing complying with