HomeMy WebLinkAbout05-3959 (AR)r io--f
P.O. BOX 1504 4
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Application Number:
Property Address:
APN:
Application description:
Property Zoning:
Application valuation:
Applicant:
'05-00003959
57635 BALLYBUNION
762-330-013- - -
ADDITION RESIDENTIAL•
LOW DENSITY RESIDENTIAL
5253
Architect or Engi
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professionals Code, and my L' is in full force and effect.
License Class, B nse No., 804
Date: 19 W Contractor:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption., Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
(_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.). ,
(_) I am exempt under Sec. , S.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name: _
Lender's Address:
LQPERA11T
VOICE (760) 777,-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: .10/10/05
Owner:
SOUTHERN HILLS DEVELOPMENT
55161 SOUTHERN HILLS
LA QUINTA, CA 92253
Contractor:
SOUTHERN HILLS DEVELOPMENT INC
78150 CALLE TAMPICO STE 101
LA QUINTA, CA 92253
(760)771-3497
Lic. No.: 838041
----------------------7--------
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier EXEMPT Policy Number EXEMPT
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should become subject to the workers' compenss . ovisio of Section
7 0 of the Labor Code, I shall forthwith co with thoseinion .
4Date: Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1 . Each person upon whose behalf this application is made; each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for ISO days will sub'ec
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to ply with all
city and county ordinances and state laws relating to building construction, and h y authori entatives
of this county o ter upon the above-mentioned property for inspection pu s.
°Date; �J�Signature (Applicant or Agent)'
1�,J
"
Application Number . . . . . 05-00003959
Permit . . .
BUILDING PERMIT
Additional desc .
Permit Fee
81.00 Plan Check
Fee
52.65 `
Issue Date . . . .
Valuation
5253
Expiration Date
4/08/06
Qty Unit.Charge'
Per
Extension
-
BASE FEE
45.00
4.00 9.0000
----------------------------------------------------------------------------
THOU BLDG 2,001-25;000
36.00
Permit . .
ELECT - ADD/ALT/REM
Additional desc
J
Permit Fee . . . .
17.28 Plan Check
Fee
4.32
Issue Date
Valuation
0
Expiration Date
4/08/06
Qty Unit Charge
Per
Extension
BASE FEE
15.00
65.00 .0350
ELEC NEW RES - 1 OR 2
FAMILY.
2.28
----------------------------------------------------------------------------
Special Notes and Comments
enclose part of ftont
courtyard.October
10, 2005 7:06:02 AM
jjohnson. 65 sq.
ft.
----------------------------------------------------------------------------
Other Fees . . . . .
. . ENERGY REVIEW FEE
5.27
STRONG MOTION (SMI)
- RES
.52
Fee summary Charged Paid Credited
-----------------
Due
----------
Permit Fee Total
--------------------
98.28 .00
----------
.00
98.28
Plan Check Total
56.97 .00
.00
56.97
Other Fee Total
5.79 .00
.00
5.79
Grand Total
161.04. .00
.00
161.04
t
LQPEn11T
t
A) oTp: Sf'O' (lceetTlY 6v+EW of lA euinua- Building erSafery Divbion
P.O. 8ox I 504, 7g-4gs Cafle Tampico
la Quinta, U, g22SJ - (760)777-70 t 2
Building Permit Nplication and Tracking Sheer
Owner's Name: 21
Address: 16
Ciq'. ST. Zip: 7q
7-rZ Sn Cf To brt^atz Q ua ?'/6-\.,?t/z Y n *L M'1 L&A
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Bin #
.D4 yrt
Permit #
u57
ZS e,(ljProject Address:f
A. P. Number: 1 b 3n-)CO
L rL4LcgalDescription:
10 d1t(L5 )(j 'F-Clephone: X
Address:Project Description K
City. ST. Zip:{tr tu Ct@ t€_r N7-r ef fi,LQ \,\
Telephone: ;6 (,t'OD';Y {fl LD b t k f-E+s D AJ Fxr(
State Lic. # :Ciqv Lic. #5Z (t\tu q Q*9 s TI^rrytLNc,DETaIE
Arch..Engr Designer:/k^\,deberL
P &(9(I5b7< (1 V,L
Tb kuurAddress:)5i r\E 4d\0
City. ST. Zip:L \?u71",1
C,L
Telephone 7 6s,)/()so Construction Typc:Aj occupancl.K '^ 3t4 U.
State Lic. #:Project g,pe (circle one): Nes Add'n Alter Repair Dcmo
Name of Contact Person f WeA LfE-hV.Ft.# Stories:# Units:
Te # of Contact Person:\-)L Estimated Value o lProject:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#Submittal Req'd Rec'd TRACKING PERITTIT FEES
Plan Sets Plan Check submitted Itcm Amount
Structurel Crlcs.(Reviewcd. reedy corrections Plen Check Deposir
Truss Celcs.Crlled Contact
Title 24 Calcs.Plans picked up Construction
Flood plain plan
I\lechanical -T
Grading plan
m:,ln/o,Electrical tSubcontactor List
lilt{Plumbing
Grant Deed
2" Review. ready for correcti
Fo t{,or^r
e
Plans resubmitted
Plans picked up
Crlted Contact person
5 s.Nr.t.
H.O.A. Approvel Plans resubmitted Grading -\
IN HOUSE:-rd Revien,, ready for corrections/issue
Planning Approvet Called Contact person A.I.P.P.
------T
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Pub. Wks. Appr to/doS tSchool Fees
s
Total Permit Fces (
?l/a \hurt- P.Fc
7[u Ph^ RFcV "L,rl)
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Contractor:
Plan Check Balancr
Date of permit issue
Developer Impact Fce
L' -Coachetla Valley Unified School District
83-733 Avenue 55, Thermal, CA 92274
(760) 398-s909 - Fax (760) 398-1224
This Box For District Use Only
DEVELOPER FEES PAID
CERTIFICATE OF COMPLIANCE
(California Education Code 17620)
Project Name:
Owner's Name:
Southern Hills
Southern Hills
Date: October 12,2005
Phone No. (760) 771-3497
Project Address: 57-635 Ballybunion, La Quinta, CA
AREA:AMOLTNT
LEVEL ONE AMOI'NT LEVEL TWO AMOUNT:MITIGATION AMOUNT COMM/IND. AMOUNT:
DATE RECEIPT CHECK #INITIALS
Project Description: Room Addition while under Construction
APN: 762-330-013 Tract #:Lot #'s:
Type of Development:Residential XX Commercial Industrial
Total Square Feet of Building Area: 65 sq. Ft.
Certilication of Applicanuown€rs: The person signing certifies that the above information is correct and makes this statement under
penalty ofpe{ury and further represents that he/she is authorized to sign on behalfofthe owner/developer.
Dated: l0ll2l05 Signature:
,* ,*:t :* ,* ,*:*,t :i:* '* '* '* '* '* '. '1 ,*,i+,*+++*** * *,tr. l.:**'|,I:**++tt**J*:*'t't'i:t't 'i 't '*'t:i'*'*'*'**:*'*'**'t:*'***+
SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN
ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE)
Education Code
17620
Gov. Code
6s99s
Project
Approval
Agreement Existing
Prior to ll1l87
Not Subject to Fee
Requirement
Number of Sq.Ft.o5
Amount per Sq.Ft. $ 2.88
Amount Collected $ 187.20
Building Permit Application Completed: Yes/|.{o
By: Carey M. Carlson, Asst. Supt., Business Services
Certificate issued by:Leticia C. Torres, Facilities Clerk Signature:
OD FOR PR T F
S€ction 66020 of the Government Code asserted by Ass€mbly BIll 30E1, effective January I, 1997, requir€s thrt this District provide (l) r written notice to the
projcct rppelhllt' st the time ofpryment of 3.hool f€er, mitigrtion psyment or other exrctions (aFees"), oI the 90-day period to protest the imposition ofthese
Fees and (2) the rmoult ofthe fees. Therefore, in rccordrnce with section 66020 ofthe Government code rnd other opplicsble hw, this Notice shsll serve to
sdvise you thrt the 90-dry proteNt period in regard to such Fees or the v.lidity thercof, commences with the pryment of the fee3 or performrnce ofrny other
requirements as described in section 66020 of the Government cod€. Additionslly, the smount of th€ fees imposed is as herein set forth, whether pry.ble rt thi3
time or in whole or in prrt prior to issuance of a Certificrte of Occuprncy. As ill th€ latter, the 90 dsys strrts on the drte hereof. Thls Certificrte of
Complirnce is vrlid for thirty (30) dlys from the date of issutnce. Extension will b€ grlnted only for good cause, rs determined by the School Di3trict, lnd up
to three (3) suah extensions mry be grrnt€d, At such tim€ .3 this Certificste expires, ifr building permit has not been issued for the proj€ct thrt is the subject
ofthis Certificrte, the owner will be reimburscd all fees thrt were prid to obtlin this C€rti{icate ofComplirtrce.
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CITYOF TAQUINTA
BUILDING & SAFETY DEPT.
APPROVED
loNFOR CONSTR
CONSTRUCTION HOURSI LEGAL DESCRIPTION:
OCtObef lSt - April 30 ASsEssoR's PARcEL NUMBER:
Monday - Friday: 7:00 a.m, to 5:3G$IIL
Saturday: 8:00 a.rrL to 5:00 p.fbpenw owNER:
Sunday: None eRoeERTvADDRESS:
Government Code Holidayr: NonC
May lst - September 30th
Il{onday - Friday: 6:00 a.m. !o 7:0SnmARCHrrEcr:
Saturday: 8:00 a,IIL to S:fllpglucruRAL ENGTNEER:SiunCay: None
Gavernment Code Holldayr: NoTERALCoNTRACToR:
PROJECT DATA :
LOT # 41
'
TRACT# 29147 -1
M.B.287 l4-11
762-330-013
RO7
OCCUPANCY GROUP:
NUMBER OF STOR!ES:
TYPE OF CONSTRUCTION:
APPLICABLE CODES:
BUILDlNG SETBACKS:
FRONT:
SIDES:
REAR:
EXISTlNG HOUSE:
SOUTHERN HILLS DEVELOPMENT
57-635 BELLY BUNION,
THE SUMMIT AT PGA WEST,
LA QUINTA, CALIFORNIA 92253
ANDRZEJ W. WEBER AIA
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3,632 SQ.FT.
757 SQ.FT.
69 SQ.FT.
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Holidays:
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CEC YYILL BPSIIARGED IF THEcMc PLANS2lftb ,OB CARD ARE I{OT
20 FEIJU! StrE roR A SCHEDU
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rial Day
lndependence Day
Labor Day
Veteran's
ENCLOSED LIVING AREA:
3 CAR GARAGE:
MECHANICAL ROOMS:
rorAL HouSE FoorPRlNr: 4,458 SQ.FT.
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PROPOSED ROOM ADDITION - 57 635 BELLY BUNION, THE
SUMMIT, PGAWEST, LA QUINTA, GALIFORNIA 92253
PROPOSED ROOM ADDITION .57 635 BELLY BUNION, THE
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PROPOSED ROOM ADDITION - 57 635 BELLY BUNION, THE
SUMMIT, PGAWEST, LA QUINTA, CALIFORNIA 92253 7l;;;;.,,,,"u,n.,,,'
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The Contractor shall comply with all laws, ordinances and regulations applicable to the
work as adopted by the goveming regulatory Agency, including but not limited to the
following:
a) Califomia Building Code 2001 Edition.
b) Electrical Code 2001 Edition.
c) California Plumbing Code 2001 Edition.
d) California Mechanical Code 2001 Edition.
e) Califomia Administrative Code and Title 24.
f) The Construction Safety Rulea of the Division of lndustrial Safety of the
State of Califomia
The Rules and Regulations of the Board of Underwriters of the
Pacific.
Federal Standards of the Oepartments of Labor Occupational Safety
and Health Admlnigtration.
All applicable State, County and City Codes, Ordinances and
Regulations having jurisdiction thereof .
j) These General Notes (unless otherwise noted on the plans)
The Contractor shall obtain and pay for all licenses and permits, inspections and
inspections certificates, as required to be obtained of or made by any authority having
jurisdiction over any part of the work included in this contract.
The Contractor shall verify all dimensions and conditions on the site before commencing
work. The Architect shall be notified of any discrepancy before proceeding with the work.
The contract drawings and General Notes and Conditions represent the finished
structure. They do not indicate the method of construction. The Contractor shall provide
all measures necessary to protect the structure during construction. Such measures shall
include but not be limited to bracing, shoring for loads due to construction equipment, etc.
Protect all materials from moisture while stored on site.
Unless otherwise directed and/or specified and/or indicated all materials, equipment, etc.,
shall be installed in accordance with manufacture/s recommendations and instructions.
Warranty: All materials, apparatus and equipment fumished and installed on the job shall
be new and free from all the defects. Should any trouble develop within one ('l) year from
day of acceptance of the vrrork, due to faulty or inferior material and/or workmanship, the
tror.rble shall be conected by the Conbactor without expense to the Owner, covering both
material and labor.
PROTECTION OF WORK AND FACILITIES
Overloading: The Contraclor shall be responsible for the overloading of any part of the
structures beyond their safe calculated carrying capacity by the placing of materials
and/or equipment, tools, machinery or any other item thereon. No loads shall be placed
on the floors or roofs before they have attained their permanent and safe strength.
Demolition: The Contractor shall be responsible for all demolition necessary to perform
work specified on the drawings. Existing conditions shall be field verifted before
proceeding with given portion of work.
3. Fire Precautions and Protection: The Contractor shall take necessary precautions to
work, building materials, equipment, temporary field offices, storage sheds and public and
private property.
FOUNDATIONS
All footings shall resl on firm natural soil or approved compacted fill. New concrete to be
at the same level as the existing.
Maintain concrete slabs six (6) inches above finish grade.
Reinforcing shall have the follorving dear cover:
a) Concrete pours against earth - three (3) inches.
b) Concrete against earth, but formed - tv\ro (2) inches.
All slabs shall be poured over one layer of .006 polyethy'lene plastic membrane.
Three (3) inches of concrete between wood and earth fill.
For more notes refer to foundation plan and details.
CONCRETE
All formwork shall be straight, true, level, braced and tied to hold its dimensions without
sagging or spreading.
All concrete shall be placed within 1-112 hours of the time that water is first added to the
mix. Concrete shall be thoroughly tamped and vibrated to completely flll the forms and
release entrapped air. Slab surfaces shall be tamped with grid tamper.
All reinforcing steel shall be firmly supported and tied in place to support a man's weight
without displacement. All steel shall be accuratelyfabricated, bent around corners and at
intersections and shall be free of grease, mud or other materials, wttich reduce bond.
Exposed crncrete shall be formed with 5/8" "Plyform", concealed concrete with plywood
or T & G Ship-lap boards. Exposed surfaces shall be finished to uniform color and
texlure.
All slab surfaces shall receive a steel trowel finish, level or sloped to drain as indicated,
finished to a maximum deviation ol 1l4" trom ten ('10) feet straightedge. All ramps shall
receive a rake finish perpendicular to the slope.
All concrete shall be cured for at least ten (10) days. Curing mayte by flmding covered
with polyethylene film over moistened surface or by spraying with compatible curing
compound. Do not place concrete slabs on very hot or windy days. Apply fog spray until
permanent oring method is in place.
F LA QUINTA1. All lumber shall be grade UILDING & SAFETY DEPT
All mudsills to be pressure W.C. Douglas Fir or foundation grade redwood.
Provide 1x6 let-in braces at each 25 lineal feet of exterior wall and al each comer and all
main cross stud partitions, 60 degrees angle maximum. Let-ins to cross a minimum of
four (4) stud spaces. Approved diagonal metal braces are acceptable.
4. Nailing for diaphragms must be inspected prior to covering.
5.Studs in exterior walls and bearing partitions may be cut of notched no more than
onefourth their with; and studs for non-bearing walls, no more than four-tenths their with.
2.
3.
4.
5.
6.
s)
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2
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3.
4.
6.
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8.
bore holes shall be limited to 40% width in any stud, located at least 5/8" from edge of
studs. Follow latest C.B.C. standards.
Bridging roof joists required at intervals of eight feet where depth-to-width ratio is six or
greater.
Joists framing from opposite sides of a beam or partition shall be lapped four (4) inches,
attached with three (3) 1&d nails.
Tie ends of header beams into top plates of extended stud wall in same lane, with
tie-straps across, or running one plate to lap over beam, providing continuity of framing to
resist lateral forces.
The plyrnood sheets shall be laid long side perpendicular to supporting members, and
joints betvreen adjacent sheets to be staggered four (4) feet apart. Nailing shall be
inspected before eoveri n g.
All lumber in contacl with concrete or masonry within eighteen (18) inches of grade to be
pressure{reated or foundation grade redrood.
'|1. All resewn surfaces shall receive stiain. Do nol prime.
12.Header joists over six (6) and all joists over twelve (12) feet long to be supported by
approved hangers.
13. Framing shall be done in a workmanlike manner by skilled framer
14.Wall framing shall be 2 x 6 studs @16" O.C. for the exterior walls and 2x4 studs @16" O.
C. for the interior walls. Provide double 2 x top plate with minimum zl8" lap splice, unless
otherwise noted. Fire block soffits and mid-wall height.
15. a) Provide double trimmers each side of openings six (6) feet wide or greater
All exterior finish material shall be applied over one layer of 15# saturated felt.
Provide horizontal blocking al 24" O.C. for vertical siding. Corbels and outlookers
penetrating felt shall be flashed and counter-flashed with rain dam.
c) Provide double sill for windo,v over eight (8) feet long.
16. Ceiling joists shall be solidly blocked at both ends.
17 All lumber indicated as "resawn" on drawings shall be saur sized to American Lumber
Standard dimensions.
't8.All structural members exposed during crnstruction shall be inspected and replaced if
show damage due to time, moisture, etc.
19. All nailing shall confirm to C.B.C. Nailing Schedule.
1998 C.B.G. Table NO.23-!-Q NAILING SCHEDULE
Wood screrrlrs and lag bolts shall be installed in pre.drilled holes equal to the root diameter
of the thread and fumed into place.
Bolt holes shall be 1/16" oversize. lnstall standard cut washers under all bolts and lag
bolts.
Sheet metal framing anchors, joist hangers, straps, ties, etc., refened to on the drawings
are products of Simpson Company.
Fire block stud walls [at ten ('10) feet intervals (horizontal and vertical)], enclosed and
concealed spaoes, and at openings around vents, pipes, ducts, chimneys, between attic
and chimney chase, at stair stringers, and similar places at ceiling and floor levels
[708.2.1 UBC].
No structural member shall be cut without prior approval of the Architect.
For more notes and clarification refer to roof framing plan and structural details.
GAULKING
Apply one part polpulfide sealant at all locations shown on the drawings and as required
for complete \ /eather-tight and waterproof installations.
STEEL AND MISCELLANEOUS IRON
1. All materials shall conform to the following ASTM specifications:
rafter to plate, toe nail
1 " brace toe each stud and plate, face nail
Bulit-up comer studs
Built-up girder and beams
18d
2-8d
16d at 24" O.C.
ZOd al 32" O.C. at top
and bottom and
staggered 2-20d at ends
and at each splice.
9.
20.
21.
22.
23.10.
24.
25.
3.
b)
1
2
Steel:
Bolts:
Welding Electrodes:
Steel Tubes:
A36.
A307.
4233.
A501.
2 All fabrication shall be in accordance with AISC Specification and Code of Standard
Practice.
All steel, unless othenrise noted to be galvanized, shall be thoroughly cleaned and given
a uniform coat of zinc chromate primer.
ROOFING
al Underlaynent: Roll shall conform to ASTM D226 non-perforated.
bl Nailers: Where indicated on the drawings or where
provide:
1. 2 inch by 6 inch wood nailing strips at all hips and ridges.
where indicared on the dratvino". ,Lui" d*Y,*pr&tifi,"QJJJNJA
united States rite Co, P. o. Box 45@msn*ii'iGs&e6drFEU"V.DEF{,
:Hi $1t11'#;? J,ffiI lffi:-i i5'fH0V E ff "''
othermateriar, l_oli COI(STRUCTION
Connectlon
Joist to sill or girder, toe nail
Bridging to joist, toe nail each end
Sole plate to joist or blocking, face nail
Top plate to stud, end nail
Stud to sole plate, toe nail
Doubled studs, face nail
Doubled top plates, face nail
Top plates, laps, face nail
Continuous header, two pieces
Ceiling joists to plate, toe nail
Continuous header to stud, toe nail
Ceiling joists, laps over partitions, face nail
Ceilino ioists to Darallel rafters. face nail
Nailing
18d
2-8d
'l6d at 16" O.C.
2-16d
+8d
16d at 24'O.C.
16d at 16" O.C.
&'t6d
16d at 16" O.C. along
each edge
18d
+8d
916d
116d
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2 2 inch by 3 inch wood nailing strips under first row of cover tile after gable
roll, with adjacent 2 inch by 2 inch wood nailing strip along rake side.
d Valley flashing: Minimum 28 gauge corrosion resistant.
Fasteners: Nails: conosion resistant box nails, minimum 11 gauge.
Mortar materials, plastic cement and sealant:
1. Sand: ASTM C144
2. Portland Cement: ASTM C150 type 1
3. Plastic Cement: ASTM D2822
4. Silicone sealant: ASTM D1002
3. lnstallation:
Hip, Ridge and Rake tile shall be nailed and set in Cement mortar of Plastic roof
cement.
All tile coming in contacl with mortar shall be immersed sufficiently in water to
make correct bond.
Lay out roof on 11-inch centers with maximum 1$inch exposure.
All eaves, raise fascia 3/4 inch or use 1 inch by 2 inch wood cant strip or Bird
Stop to raise first row of tiles
Starters (first row on cave) to be laid to 12 inch exposure wilh booster under
starter tile for double cover.
Do not install tile with less than 9 inch exposure or more than 15 inch exposure.
Call Uniled States Tile Company Sales Department for details.
Roof assembly shall be listed by an approved testing agency and shall be of Class A
assembly. Buitt-Up Roofing (4GNG) approved by MEA (Material and Equipment
Acceptance) Report Number: 52-8GM. Codes and local approvals:
lnstallation must confirm to C.B.C. Chapter 7, and local codes and manufacturer's
instructors.
Exterior walls finish shall consist of 7/8" thick, Scoal sand finish Portland cement plaster,
unless noted otherwise. Plaster shall be installed over lath and over a r,veather-resistive
banier equal to that provided for in UBC Standard 14.1 for kraft waterproof paper or
asphalt-saturated rag felt.
Building paper of felt shall be free from holes and breaks other than those created by
fasteners and construction system due to attaching of the building paper, and shall be
applied over studs or sheathing of all exterior walls. Such felt or paper shall be applied
horizontally, with the upper layer lapped over the lower layer not less than 2 inches.
\Mere vertical joints occur, felt or paper shall be lapped not less than 6 inches.
All lath and lath attachments shall be of conosion-resistant material and the lath shall be
furred out from vertical supports of backing not less than % inch. Secure lath to alternate
supports with ties consisting of a double strand of No. 18 W&M gage galvanized annealed
wire at one edge of each sheet of lath. Vvire ties shall be installed not less than 3 inches
back from the edge of each sheet and shall be looped around stripping, or attached to an
8d common wire nail driven into each side of the joist 2 inches above the bottom of the
joist or to each end of a 'l6d common wire nail driven horizontally through the joist 2
inches above the bottom of the joist and the ends of the wire secured together with three
twists of the wire. Altematively hook staples might be used as per CBC Section 2506A.5.
A corrosion resistant (26-gauge minimum galvanized) weep screed is required bellow the
stucco at the foundation plate line. Weep screed shall be placed minimum of four (4)
inches above the earth or turo (2) inches above paved areas. The weather resistant
banier and exlerior lath shall cove and terminate on the attachment flange of the screed.
lnteriorwalls and ceilingsfinish shall consist ol 1l2" ot 5/S"thick "Kaise/'Gypsum Board,
or approved equal unless otheMise noted.
Wall coverings in showers and tubs to be cement plaster, tile, or equal to seventy (70)
inches above drain. enclosures must be of approved safety glazing and doors must swing
out of sholvers. \Mndoars in enclosure walls shall be labeled safety glazing when less than
sixty (60) inches above the drain 1412 CPC;2406.4 CBCI.
General crntractor to provide thirty (30) inches clearance above range to unprotected
combustible material or twenty four (24) inches to metal ventilation hood [906 CMC].
PA!NTING
lnterior Walls:
a) Kitchen and Bath - two (2) coats of semi-gloss enamel.
b) All other rmlls - one (1) coal of flat PVA - full coverage-
2. lntorior Ceillngs:OF LA QUINTA
3. lnterior Wood:
a) Apply two (2) coats of semi-gloss enamel to exposed wood doors
trim.
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7
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b)
c)
e)
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Tunnel Test:
Calorimeter Test:
Class A, B. C Surface Buming Test
P-Design (hourly rating):
Comer Wall Test:
Wind Uplift:
UL 723; ASTM E 84
UL 1256;FM4450,4470
UL 790; FM 47Oi ASTM e 108
UL 263; ASTM E 119
UL 1040; FM 4880
UL 580; FM 4450,4470
CITY
INSULATION
All values to specify a minimum unless noted othenrvise. All insulation materials shall have
a flame-speed rating not to exceed 75 and smoke density not to exceed 450.
Roof: lnstall 'l2" thick R-38 batt insulation between rafters within
building with vapor retarding banier.
Exterlor walls: lnstall 6" thick, R-19 batt insulation in all exterior, 2x6 stud walls.
Bathroom walls: lnstall minimum 4" thick unfaced insulation \,vithin walls.
a)
b)
Kitchen and Bath - two (2) coats of semi-gloss enamel.
All other walls - do not paint acoustic textured ceilings, one (1 ) coat
flat PVA - full coverage.
Note:
1.
2.
3.
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4. Exterior Wood:
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h)5.Exterior Plaster:
a) Apply two (2) coats of 100% Acrylic Resin paint.
Concrete Block:
a) Apply two (2) coats of exterior latex masonry paint.
Note: All painting and finishes colors of residence exterior to match approved material board
being part of this project . For interior paint and stain colors see the Owner.
GLAZING
'l . Glazing thicknesses shall comply with Table 24A in 1998 C.B.C.
a) All glazing to be double pane, unless othenarise noted.
All sliding glass windows shall be single-strength sheet glass.
All sliding glass doors, fixed glass panels and tub and shower enclosures shall be
3/16thick tempered glass.
Glass in locations subject to human impact shall meet the requirements of C.B.C. Section
2406 and with Tables 24 - C and 24 - D.
All ner,,r glazing (fenestration products) will be installed with a certifying label attached,
showing the U-value.
All sliding glass doors and windows of any q/pe which open to the exterior must be labeled
for compliance with American National Standard lnstitute (ANSI) standards A134.1, 134.2
and 134.4 These are 1998 Air lnfiltration Standards for manufactured windows and
sliders.)
SHEET METAL
Sheet metal work shall be fabricated and installed in accordance with the "Architectural
Sheet Metal Manual." A.l.A. File No. 12-L of the Sheet Metal and Air Conditioning
Contractors National Association, lnc. (SMACCNA) unless detailed othena/se on the
drawings. Materials shall be in accordance with the specifications and standards of the
American Society for Testing and Materials (ASTM) latest editions.
Fumish
ELECTRICAL
and install all Elecbical Work as indicated and specified, complete.
Complete power and lighting wiring system.
Telephone system facilities.
Wiring for mechanical equipment and appliances fumished by others.
TV system facilities.
Each fixture shall be complete with all required accessories including sockets,
glassware, plaster frames, boxes, spacers and lamps selected.
Arc-Fault Circuit lnterrupter shatl protect all circuits supplying 125-volt, single
phase, 15- and 2Gampere receptacles in bedrooms. ICEC 210-121.
Ground-fault circuit protection to be provided for all receptacle outlets installed
outdoors. in kitchen. laundrv. oaraoe and baths.
Hard-wired smoke alarms with battery backup are required - see electrical plan
for locations. Alarms shall sound an alarm audible in all sleeping areas of the
dwelling unit, which they serve.
All incandescent lighting fixtures recessed into insulated ceilings shall be
approved lor zero clearance insulation cover (type lC) by UL or other approved
labs.
Fluorescent fixtures shall not contain medium base incandescent lamp sockets
and shall be on separate switches from any incandescent lighting.
6.i)
i)
k)
r)
All bathroom
branch circuit.
receptacle outlets shall be supplied by at least one 2o-ampere
Such a circuit shall have no other outlets. [CEC 21 0-8(aX 1 )].
standards have been established for such
materials and equipment shall comply with the
b)
c)
m)
n)
o)
p)
Provide two (2) minimum separate twenty (20) Amp circuits to serve kitchen,
breakfast room and dining room. Such a circuits shall have no other outlets.
lcEc 2204 (b)l
Provide one ('l) minimum separate twenty (20) Amp circuit to laundry appliances.
Such a circuit shall have no other outlets. [CEC 22Ga (c)].
Light fixtures in tub or shower enclosures shall be labeled "Suitable for damp
locations" [CEC al0-a (a)].
Aluminum conductors are permitted only if size 1/0 or larger and only to feed
main or sub-panels. All cunent €rrytng conductors shall be copper.
Bond grounding eledrode to metal gas and water piping. [CEC 25G104]
Exterior surface mounted fixtures only use photocell on switches at fixtures at street
frontage and places where light is not hitting adjacent properties. All other fixtures are to
be installed with regular switches.
Glass in exterior light fixtures must be obscure or of some type that do not allow direcl
view of lighting elements. Frosted bulbs are to be used where clear glass lenses are
proposed.
Permits and lnspections shall be obtained by the Contraclor as required by the limits of
the work defined herein.
Design drawings, if necessary, shall be prepared by the Contractor in compliance with
design and code requirements. Drawings shall indicate circuiting and loads for any new
circuits.
All work performed under this section of the specifications shall comply with the Rules
and Regulations of the Division of lndustrial Safety as set forth in the latest edition of
Califomia Administrative Code Title 24 and all other goveming codes.
All apparatus, equipment, materials, construction and installation shall be designed to
@mply with and shall be installed in accordancs wilh any and C r€quir€ments of the
legally constituted authorities having jurisdidion, including State Fire Marshall, Uniform
Mechanical Code, Plumbing and Building Codes, all safety orders ol the State lndustrial
Accident Commission and the rules and regulations of the Boad of Flre Underwriters.
Nothing in this drawings and specifications is to be constructed to permit work not
conforming to these Code requirements. Fumish all labor and materials required for
compliance. Comply with NFPA Pamphlet 90.
All electrical materials and equipment shall be new and shall be listed by U.L. and shall
2
3.
4.
1
4.
5.
2.
3.
6.
7
a)
b)
c)
d)
e)8.
f)
s)
bear their label, where
equipment. ln addition, the
the following:
- American Society for Testing Material Standards
- lnsulated Power Cable Engineers Association Specifications
- National Electrical Manufacturers' Association Standards
- National Board of
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AIK UUNUI I lUNIN(i
1. Furnish and install all air conditioning work as indicated
a)Exhaust fans, duct work, packaged heating and air conditioning units,
thermostats, ceiling diffusers, registers, filters, plenums, insulation, dampers,
specialties, etc.
b)
c)
d)
Complete electric automatic temperature control systems, including low voltage
(24V) wiring.
Miscellaneous hangers, supporls, vibration isolation and other auxiliary
equipment.
Exhaust duct for clothes dryer to be of smooth metal and maximum 14 feet in
length including 2 (two) 90 (ninety) degrees elbours. Duct to receive a back draft
damper.
e)Duct used for kitchen range ventilation shall be of metal and shall have smooth
interior surfaces. [CMC 5O4.2]
f)ln lieu of natural ventilation in bathrooms containing a bath or shower, laundry
rooms and similar rooms may be equipped with a mechanical system capable of
providing five (5) air changes per hour and exhausting directly to the outside
outlet minimum three (3) feet from any openings [1203.3 CBCI
s)
h)
Appliances designed to be lixed in position shall be securely fastened in place
lcMc 304.4I
When more than one HVAC unit is installed in a building, each unit shall be
permanently labeled to indicate the area or space served by the unit. [CMC 304.5]
2.The installation shall comply with all of the latest applicable ordinances, regulations and
codes of any govemmental agency having jurisdiction, including the State Fire Marshall,
the Division of lndustrial Safety, National Electric Code, and the goveming Plumbing
Code. Nothing in these drawings and specifications is to be construed to permit work in
violation thereof. Local codes are to be construed as minimum requirements.
ctTY OF lA QUINT^
ilurlorr.ro & SAFETY DEPT'
APPROVED
FOR CONSTRUCTION3All air ducls penetrating separation wall or ceiling between garage and living area shall be
26 gauge sheet metal minimum [CBC 714].
4 Pad supporting condenser or compressor unit must be not less than three (3) inches
above adjacent grade. CMC Section 1105.2.1.
BY_
5.Mechanical trades shall follow these drawings in laying out their work, consult general
construction drawings to familiarize themselves with conditions affeciing their work and
will verify spaces in which their urork will be installed.
6.Contract drarrvings for mechanical work are in part diagrammatic and intent to convey the
scope of vvork and indicate the general anangement of equipment, ducts, conduit, piping
and approximate sizes and locations of equipment and outlets.
7 All materials and equipment used shall be new and in perfect condition when installed
shall be of the best grade and of the same manufacture throughout for each class or
group of equipment. All material shall be of American manufacture.
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Compliance Method (Package or Compurer)Clin:ate Zone Agency Usc ly
Building Pcrmic #
Plarr Chcck / Dstc
Field Check /Dan
GENERAL INFORI\{ATION
TotalConditioncd'i'loor Arca 69
Front Orientation:
Number of Storles I
Average Ceiling Heiglt _ ftft
Coodirioned Slab Floor Area_ ffi
Building Tlpe: k Singlc Family \,/ Addidon
(check one or more) -r-- Muiti-rarnity Existing-plus-Addition
tBS' Norrh i6t-i D west / All orienurions
(inpul. fr"iM in degrccs from True North snd circlc orrc)
Number of Dwelli"g Urit$
, Floor Conscmction Type: @qfised Floor (circle one or borh)
BUILDING SHELL INSULA.TION
FENESTRATION
'For
caviry
- For
Devices
R-Value and Assembly U-Value are not required &t a wood-frarned waU that mee6
for the Frcscriptivc Packagc-
are no crcdis for any iatcrior Shsrli'rg exccpr tho dcfaul[ or " Sunitard" drapcry. Thcsc
(draperies) need nol be insratled for compliance purposes.
Component
Ttpu
Frame Type
wd: wood
stl : steel
Caviry
Insulation
R-Value
Sheathing
Inzulation
R-Value
Toal R-
Valuef
Assernbly
U-Voluer
Location/CornmEnls
(aaic, garage, typical, etc.)
t{Jall TUM LfE-{^)
-lAaU I
R.oof L-1'%,tv"El^)
Roof
Floor
FIoor
Slab Edgc
Fenestation
#l[)pe/Pos.
Orien-
tatioa
Area
(tr)
Ferrestration
U-Value
Fenescation
SHGC
Inrcrior
Shading
Att2
E>cerior
Shading Atr
Ovcrhaaes
Front bL Yx,uslvo Standard
(vFront Standard
Left \J Sundsrd
T-eft -.{\C I Stmdard
Rear X>=F-)Standard
Rear =,- \-, -J)-t=Stadad
Right AYbI(JrG)\)Starrdard
Righr Y-Yq"I Standard
Skylight t a4 al Standard
Skylight uI ;LJ*,Standard
Ef;TEOE' 2Z
iruularion requ
dcfault intorior shading dcviccs
Juty l, 1999
CERTIFICATE OF COMPLIAT{CE:RESIDENTIAL (Page I of2) CF-U{
rt N tw g^-l o L_
/Fins
0,65
''. , ,.:;.: . .:. . j. -. ,
CERTIFICATE OF COJVIPLI
' : -:'(-, 'ANCEIR]LStrDENTIAL
Duct or
Piping
R-Value
(I'agc 7 of 2)
I
f)ate
Thermosmt
Heat Purnp
.Coofiguration
(splir or package)
4or:;{l'rt le
CSY STTCMS
Notc: Input hydtorric or cornbinc<I hytlmnic data undcr Wi(r:r I lcatint Sysrcrns. cxccpr l)c.si6n t lcali,rg Lr,rird
Distribulion
l ype arrd
I.ocarion
(r.lucU*, attic, ctu.)
+
Hcating Equipureor
Typc (furnacc, hcar
pulnp, cl,c.)
Minirnum
I;fficicncy
UE or IiSPf)'r rrc
Cooling Equiprnenr
Type (air con<Iitioncr.
Minimum
ttrtftcletlcV
(SF:ER)
Thcrn:ostat
Hcat Pump
Configurarion
I)trct
Location
(atri<l erc.)
I)ucr
It-Valuehclt oump.cooling)
WATIIII I{EAT ING SYS S
1'c
Enc:rgy,
L-actor or
Recovery
Gplit or
Warer l{carcr Distribution
irr S
.Ratctj'
Inpur 1xw
TanI<
Capacity Sundby,
ilxternal
Tank
lnsulation
R-Valueur Llt lons Effic Loss
l"acto.. Fo. laric igils s(orags lvalf heateE trutcr.l input of3rercr ihan 7i,l)tro llnrl)r). ii.n R cd lrrpvt- Rccovery E{Iicicocy and .srsndby t.os.'its8ntoncour ga< *arcIhcatcas, list rr(cd itpul rnd racovtry ellicicn(ics.\.-,
E,CIAI-oDELIir (; eSS [.1 M l,l't oN$(ld CESS
Inclu<ting Thermal iVlass (thermal mass IypL', covcrir:g, rhickncsr-, anci description)
CO LIAN CE STA
Designe r or Owner Ilus j aod Icssit;ns Codc) Documen(e(ir>n Auth<lr
Nanre:
This c{rlilicais ofcompliance llsts $e huilding fc:lrurcs an<i pcrfornrencc ,spccificarioDs nccdcd ro cornply with.TiIle 24, pgrrs I uod 6 ofthccalifornia Coda t)l' RiSulirrions, :nd Lhc adninisu'rrivc rcgullrioni ro inri;lpnrertt u)er))- llri.- c.dliurrc hrrs bcca signcd by rhc
multiplc oricntations, afly shading fearr.rre thrt is vruicrl is indicerr:rl in rhc Spccial Fcnlrrrcs / l{cDtarks sJcrion.
IitldFirm:
ACdrcss:
Nanrc:
Irtli:i f''irnr:
r\ rklrcss:
l clcphonc:T
Lic.
so
/)
(rJ:tr: )( r i.an:: Lurc )(darc)
,LN
\lurn
i(T
,{
I
(signsrurc / .strnrp)(<.!rtc,l
m ent
July I, I999
CF"-I.R
N unrtler
I\{ATD : RESID ENTIAL lof MF-IR
Notcl Lorrisc rcsidcntial buildings srbject to tbc strndarte rnust conuin ocse mcasures rcgardless of rhc complimcc approach uscd'
Ircms markcd wirh an asacrisk (.) may bc nrpcrsedcd by mtrrc stringpnt compliancc rftuircnrcou listed on thc Ccrtificetc of
conrplianca \ilhcn tlris ctcckli.* i;l;..rd"d into tir" pcrmit documents, dre ftaturcs notctl -qhall be cotsidcrcd by all parties as
minirnnn comporcnr performaocc wdfu;t i; d* maadatry mcrsrrcs whedpr thcy arc shown clsoraere in dre docrrmcnls
<rr on this chccJ<lis mlY.
Instnrctions: Chcck or initial applicablc boxes when completcd or cnter N/A if not applicable'
ENFORCEMENTDESIGNERDESCRIPTION
Envclopc Mcssures:
t fl5((a): Minirnam R-19 cciling inrulation.
$l5rXb): I-oose fill insulstion mlnufadurcf s lebclcd R-Voluc.
tuin wood fremcd nalls or cquinalort U-Fnctor in nreol ft:rrnc wellr
to gtcnor ma33not
'$150(c):Minimum R-13 rratl insulation
. ll5q0: Minirw.rm R-13 ni.ec.rd floor frr-culaion in fnmcd lhors'
IlSO(D: Stnh ctlge insufttion. ufiter 1[5arr7tion nrtc no grcxcrfien 039( uatcrrrpor1.6nsm
fien
igi6n nrc no
form.utd.condsrds.Indicac c!'Pcinsulrdsrmeetsiruulledqudiry0flruulationt:i specilicd
X
$llGl7: Fenestrot{on Pro<tucrS. Exterior Doott. rnd Infiltretlon/Exntmdm Cortmts
l. Droor5 ond windorr beturccn ss6dirio,rcd snd uncondithned.cFccs dcrigncd to limit sir lc{*ogc.
l Fcnestndoa producrs (cxccp field.fsbricrrcd) hcw tabcl widr ccrtificd U-Factor, ccrtificd Solar Hcat
Crain Cocffrcicn (S}{GC), and infiltnrion csrtifiction
3. E:<lenor door: and winctours ',r€rthq6trigrEd: alljoina rnd pcnctnriont ctrultcd gnd.qcalcd
ll5O(8): Vapor brrrlcr mcndrtory in Climotc Zones I a rr<l l6 only.
lnfittrUlon bonicr insnlled lo Comply wfth $ l5 | mectr Comrnisrion qmllty stendsrds'll5tX0: Spechl
fl/L
$150(e): tnsraltctJon of Fircptaces. Decootirc Gas nppliances rnd Qcs LoeS.
t. Moscnry and facto,ry-b'uilt fircplaccs lrutc:
o. Closcoblo metel or gluss door
b. OuBidc air intakc with drrnpcr and cartrol
c. Fluc darnpcrand control
2 No condnuorrs turning grs pilot lights allowcd
Sprce Meesures:aod Plumwater
IJhc\rers. sh<nrnrheads ittxl fauccts clnilicx, by the Commissiott.$]lC l13: IWAC cquipmcnl
calculotcd in accordsncc widt ASHRAE SMACNA ot ACCA.$r ng snd/or
Sc6sck hcotmg andor cooling systcrrul.5
vl+
rn EnergV FrctOt lcss thon 0.-s8 rmrsl bc crcmdty vrrappcd with
hcrrt tanK norrccirculatins syflemt ins.rland (R-4 orSretEr)
.qrrragc orrk, or orlrcr inditcc, ho( wotcr nnls hnvc R'I2
in rtcirorlering se+ions of hot wotsr systctrs.
msulated.
snd indirca hor water trnk
6li3nncc of R.l2 ot tJca(cr.
inrcrnal/cxcrnsl in-rulsuon,
$r
2.
3.
d, r\
5. C,
6.P
of
o
c83
5 fccr
insulatcd
'"€rH'
Compliance Forms August 2001 A-5
q
MEASURES ST:2of MF-lR
NolC3 Lotyrilc tlsidctt(d hut'ldtnSs $bjcGt to th! Stodrdr nust comain lDc trtcls8agragudh$ otaha cornpliace Worh uscd.
[nns morkcd wlth en qcrisk (r) mly b€ t$tr$dcd W r ors ltrh8srr Eompligacc rcquirgrcr s lir.d qt tho C.+rificrtc qf
Coqlince. Xrtln rhi! Gh€ddisr is hcoponrd ino ttr pcrnir docarraRr, d!. fclturcs aaort Cull bc coasirhcd B dl prtjcl rs
orialmun compoacat pcr&rrrncc rpccificaio for tlu nrndaory mcrsrrcr lyhadler &c, lrc $o{n clsclr.b€rc in 0* dotrme[!
(E on rhir chccldicr only,
In.strttctions: Check or initial aprplicable boxes when completed or entcr N/A if not applicablc.
DESCRIPTION DESIGNER ENFORCEME}T.IT
Space Condi!!9II8,'lYrttr Hcali1g rnd Ptumbing System Measures; (continued)lv//k
' $150(m): Dr*ttlndFanr
l. All ducB and ploums imallcd. scalcd rnd irsulmod o mcct thc rcquircrnenr of 0rc l99t CMC .smtisu 6Ot .
6f,r3,fi*, utd Stonffi 63: duct iruuled to a minilrnrm iorollqJ kpel of R.l2 or enclosed antircty in
csflditt{rncd sPncq Opsrrings $nll be setl€d wirh masfrc. Bpq a€rosol scalml or or}rr ducl-closurc sytcrrt
thormcttsOcqlicablertquinrrsroofULlSt.ULlElA.rrULlstB. IfmasticorWcbr6€dm.ql
opcnin$ grtntsrthon l/4 indr, thc combirntion of maaic srd citlrr rnesh or upc sholt h wrl. Building
evitir:r rhrll Fc bc uscd for canveyintr conditioncd oir. Jo intr gnd scams of ducr ry.rrcros and thcir
comfnoclttt shall not be sqrled with cloth bock rutrtrcr rdhclivs dtrct tapes rmlcgs slch gtpe ir uscd h
cambinadon with mrsdc snd drauftryrds.
2. Duilding caviricr tupport plotforms fnr "ir handlcrs. nnd plcnurm dcrin€d 66 66a.<tnrctcd wi& moterhrls
ottrr rhrn seolcd gheer rnetal. drxt boerd 63 flgxiblc duct $all rpt be ulcd for convrying conditioncd
dr. Burlding cavidcs ord suppori drtform.r m8y conruin rJucrs. Ducn in$rllcd in crvitlcr and support
plrtfotrns shall not [a 6gmprercd to causc re<ltrgtkrns in Orc sross-scctlo6trl rrca of thc ducts.
3. Joints cnd serns of dust syrcms and rlreir comporrcnts shall rnt hc -rcalcd with clotfi bac* rubbcr
rdhcrivc duct :ryer mlcsg st ch upc Lr urcd in combin*tion wirh mastic and drauirordr.
4. EJ&sust ha rpcnrs lrsrc back drafl or aummatic darnpos.
5. Gmvity vortilating syslcrn3 servinS condidoncd spacc hovc eithcr aursrrstic or rcadily rccesstblc.
mmrallyopq?Ed &apor.
Ingrlcti
plastic
Proccion6.Iofon.shdlnsulation bc lrom drE toincludinthar runlprotccrcddamagqe ighr,nolrtrq 3mrmtcf,ionce.windnd notb,utcquipmon toItmitcd he Inrulation Io[qllgwing;aposed
wcarhcr shall suitoblcbs ourdoorfor .rctvtcc 3ehrrninun.nenl.hcctc-g-wpmtccted cS'Ivor,pained
or cover,foamCetluler sholinsluion b€I E3 wirhofeborrcnlcd 1prorectrd that t5patcordng
wStcr ond from solav radiEnon crn c:rusc theof metcrigl.
lil l4: Pool cnd SnHeuing Syrtcmr ond Equipmerrr
l. Systan is ccniticd with ?8% trcrnrel efficicncy. on offturich. rrrcsttcrprogf gpcrating inrmrctionr no
clccric rccifincc herdng and no pilor lighr
2. Sy.scrn ic inrtallcd wi$:
r. At lcast36" ofpipc 6lter ard hearer for funrrc.rclor hcating.
b. Corrcr for oltdoor Daots or oudoor spos. . : '
3. Pool systsrn hos diacrionr,l inlcs rnd r circulation pun p limg 3wirch,
[rl&
5:I CruI fircd rulccni irrnoses.orhcsersha1(crs.hourcho,ld nohsvcpool5p3raDca.rcookingappl
con tn wittl8ncel 0t 1 50 ["/ A-
$ t I E (f): Csol Roof rutcriql cnrcrtt Lrr (
PrE cl<
$ r so(k) I
or
a 8t
kitchcasm hawshall widr gnlanrgr &of lumcrtVwcncfficecy
Itris ri shell bc llcdc0ntrogarenlghcing g onswitch tby rerdily
drcto kirchcn.
p/k
hove eitha ilt lg?st om lumingirt with lemps wirh an
ar tlre cnrsncc o Orc room or orrc of thc altcrnadvcg ro thjs
5r
allowed in rcccrrcd cciltng fixturc,s orr IC (imulailon cover)
cfllcocy
requ Ni
Iflll-OFI UzYm.U
it
Ez
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C omplisnce Forms August 2001 A-6
mcct specif
No. 57958
Exp. 0630O 6
c,vlr
TYP.4U CONC. SLAB
WITH No. 3 BARS @ 18' O.C.
EACH WAY OVER 6 MIL.
VISQUEEN AND 2'SAND.
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8a.063006
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R F STRUCTURAL CONSI.]LTANTS. INC..
75-T53 MERLE DRIVE, STE. B, PALM DESERT, CA922II
PHONE (760) 836-1000 FAX (760) 836-08s6
E. MAIL RAYMOND@RFSTRUCTI.JRAL.COM
1- EXISTINC FOOTINC
2- 12u LONG #4 DOWELS AT 18,, O.C.
W SIMPSON USET' EPOXY 6' INTO
EXISTING CONC. INSTALL PER
ICBO ER.5272, WI SPECIAL INSPECTION
3- CONTINUOUS FOOTINC W fi) *+
TOP & BOTTOM
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No. 57958
Exp. 06-30_0 6
z I. WEEP SCIREED AT
EXTERIOR PTASTER ONLY
2. EXTERIOR FINISH
3- 2x STUDS @ 15" O.C.
1718'4. INTERIOR FINISH
5- 2x P.T.D.F. SILL WITH
5/8' DlA. x l2' ANCHOR
BOLTS @ 721O.C. AND
I2' MAX. FROM ENDS OF
MUD SILL U.N.O. ON PI.ANS)
2\2}3,116- WASHER SHALL
BE USEDFINISH
GRADE G UNDERLAYMENT AND
VAPOR BARRIER PER
SOILS REPORT
7. #4 REBAR CONTINUOUS
TOP AND BOTTOM
CRADE & MIN #3 DOWELS AT 18', O.C.
FOR EXPANSIVE SOILS WE.I. <50
FOR E.I. > 50 USE MONOLITHIC
FOUNDATION DOWELS COULD BE
ELIMINATED FOR NON-EXPANSIVE
SOILS UPON VERIFICATION OF SOILS
REPORT
36t ci
4f
I(o
3'CLR.
g'
12"
3n 9- CONCRETE SLAB
10. DASHED ALTERNATIVE
u.N.o.
-MrN. GMIL VTSQUEEN TO
HAVE MIN. 12'WELDED LAP
AT ALL SEAMS (U.N.O.)
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1. BEAM OR DBL TOP PLATE
2. ROOF TRUSS
3. R/R PER PLAN
4- LAP R/N * TRUSS AND SPIKE
Wl (4) 16d's @ 24u O.C.
5- BLK',C w A35 @48" o.c. u.N.o.
6- ROOF SHT'C
7. SEE PLAN
8- E.N.
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2- 2x BLOCKING / LEDCER
WITH E.N. 1 6d's @ 4' O.C. STACG.
3- E.N.
4. BM. OR DBL. TOP PLATE.
5- STMPSON 'ST22u @ 48" O/C.
6- 2x JOIST wlTH APPROVED HANGER
*NSFER
\
No. 57958
Exp.063OM
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@ rrVoodWorks'
SOFrWARE FOA WOOO DESIGN
COMPANY
R.F. Structural Consultants, Inc.
7$153 Merle Drive, Ste. B
Palm Desert, CA 92211
Sep. 1,2005 16:07:53
PROJECT
r/0L "W tf
Design Gheck Calculation Sheet
Sizer 2002a
LOADS: ( !bs, p'st or plf )
r ary t ()
Load Type Distribution Magnitude
Start End
Location Ift]Start End
Pattern
Load?Loadl
Load2
Load3
Dead
Live
Dead
FuII Area
FuIl Area
FuII Area
20.00 (5.50) *
20.00 (5.50) *
15.00 (4.00) *
No
No
No
MAXIMUM REACTIONS (lbs) and BEARTNG LENGTHS (in) :
0'8'-9"
Dead
Live
Total
Bearing:
Length
787
481
L268
781
481
L268
1.0 1.0
Timber-soft, D.Fir-L, No. l, Gx8"
Self Weight of 9.8 plf automatically included in loads;
Lateralsupport: top= 1u11, bottom= at supports; Load combinations: lcc-lBC;
SECTION vs, DESIGN CODE Hos-rggz: ( stress-psi, and in )
Criteri.on Analysis Value Design Value Analysis/Desigm
Shear
Bending (+)
Live Defl'n
Total Deflrn
= 40
= 645
= <L/999
= L/849
fv Gd
fb
0.05
0.12
Pvl
Fb!
.29
.44
B5
1200
L/360
L/240
0
0
fvllv'=
fblEb' =
0.46
0.54
0.16
0.28
ADDITIONAL DATA:
FACTORS: F CD
Eb'+= l2OO 1.00Fv' = 85 1.00FcP': 625
Er 1.6 million
CM
1.00
1.00
1.00
1.00
CI
1.00
1.00
1.00
1.00
CL
1 .000
CE
1.00
CV
1.000
Cfu
1.00
Cr
1.00
LC #
2
2
2
Bending(+): LC* 2 = D*Lr !t - 2773 ]bs-ftShear : LC# 2 = D*L, \,r a 1268, V@d - 1087 lbsDeflection: LC* 2 = D+L EI= 309.37e06 lb-in2Total Deflection = L.00(Dead Load Deflection) + Live Load Deflection.(D=dead L=live S=snow lf:wind r-impact C:construction CLd=concentrated)(A11 LC's are listed in the Analysis output)
DESIGN NOTES:
1. Please verify that the defautt deflection limits are appropriate for your application.
2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Ctause 4.4.1.
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PROJECTCOTIPANY
R.F. Structural Consultants, lnc.
7$153 Mede Drive, Ste. B
Palm Desert, CA 92211
Sep. 1,2005 16:08:48
WoodWorks*
SOFrWARE FoE IIIOOD DESIGN
Load Type Distribution Magnitude
Start End
Location lftlStart End
Pattern
Load?
Loadl.
Load2
Load3
Dead
Live
Dead
EuIl Area
EuII Area
Eull Area
20.00(16.00)*
20.OO(16.00)*
15.00 (4.00)*
No
No
No
Design Check Calculation Sheet
Sizer 2002a
LOADS: ( lbo, psf, or plf )
aryr )
MA)(lniuill REACTIONS (lbs) and BEARING LENGTHS (in) :
oead
Live
TotaI
Bearing:
Length
L111
1400
3117
L7t7
1400
3117
1.0 1.0
8'-9"0'
Timber-soft, D.Flr-L, No. 1, 6x10"
Setf Weightol12.41plf automatically included in loads;
Lateral support: top= ft,11, bottom= at supports; Load combinations: ICC{BC;
Criterion Analysis Value Desiqn Value Analysis/Design
Shear
Bending (+)
Live Defl'n
Total Deflrn
fv@d: 73
fb = 989
0.07 = <L/999
0.15 = L/702
Fvr
Fb'
0.29
o .44
85
135 0
L/360
L/240
fv/Ev' :
fblFb' =
0.85
0 .73
0.23
0.34
SECTION vs. DESIGN GODE xos-rgg7: ( stress=pst, and tn )
Bending(+): LC* 2 = D*Lr fit = 6818 1bs-ft
Shear : LC# 2 = p*L1 \,7 - 3LL1 , VGd = 2553 lbs
Deflection: LC+l 2 = D*L EI- 628.73e06 1b-in2
Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection.
(D=dead L=Iive S=snow hl=wj.nd I=impact C=construction Cl,d=concentrated)
(A11 LCrs are listed in-rthe enalysis output)
LC t+
2
2
L
CL
1.000
CT
1.00
CV
1.000
Cfu
1.00
Cr
1.00
Ct
1.00
1.00
1.00
1.00
ADDITIONAL DATA:
FACTORS: F CDFb'+= 1350 1.00Fv' = 85 l- .00EcPr= 625E' = 1.6 million
CM
1.00
r..00
1.00
1.00
DESIGN NOTES:
1. Please verify that the default deflection limits are appropriate for your application.
2. Sawn lumber bending members shallbe laterally supported according to the provisions of NDS Clause 4.4.1
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R.F. Structural Consultants, Inc.
7$153 Merle Drive, Ste. B
Palm Desert, CA 92211
Sep. 1,2005 16:09:57
WoodWorks.
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Pattern
Load?
Magnitude
Start End
Location Ift]
Start End
Load Type Distribution
No
No
NO
1.75
1.75
Point
Point
FuIl Area
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14 00
15.00 (4.00)*
Loadl
Load2
Load3
Dead
Llve
Dead
Deslgn Check Calculatlon Sheet
Sizer 2002a
LOADS: ( lbs, psf, or Plf )
ary t
and BEARING LENGTHSMN(I]UIUM REACTIONS
7'-6"0'
loads;
Timber-eoft, D.Fir-L, No. 1, 6x10'
Setf Weight of 12.41 plf automatically included in
Lateral support top= 1r;1, bottom= at supports; Load combinations: ICC-IBC;
SECTION ys. DESIGN CODE ros-rgg7: ( stress=pol, and tn )
Criterion Analysls Value Desiqn Value Analysis/Desiqn
Shear
Bending ( + )
Live DefI'n
Total DefI'n
fv@d- 75
fb - 661
0.02 = <L/999
0.06 = <L/999
E\r' = 85
E'b' = 1350
0 .25 - L/360
0.38 = L/240
fvlFv' -
fblEb' =
0.88
0.49
0.09
0.15
Bending(+) : LC* 2 = D+L, M - 4560 lbs-ft
Shear : LC* 2 = D*L, \,I = 2667 , V@d = 2510 lbs
Deflection: LC* 2 = D+L E,I= 628.73e06 1b-in2
Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection.
(D=dead L=Iive S=snow W=wind f=impact C=construction CLd=concentrated)
LC#
2
2
a
Cr
1.00
CL
1.000
CF
1.00
CV
1.000
Cfu
1 .00
1.00
1.00
1.00
ADDITIONAL DATA:
FACTORS: F CD
Fb'+: 1350 1 .00
E\lr = 85 1.00
FcP'= 625
E' - L.5 million
Ct
1.00
1.00
1.00
1.00
CM
1.00
(A11 LC's are listed in the Analysis output)
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NOTES:
c'l Lvt
Or LCA
shall be laterally supported according to the provisions of NDS Clause 4.4.
limits are appropriate for your application.
,Vo. 5Z9Sg
Ern 06.sOO 4
\rI ob1
1.01.0
Dead
Live
Total
Bearing:
674
327
10 01
15 94
107 3
2657
DES