BPAT2015-001278-495 CALLE.TAMPICAO.�i` D
LA QUINTA, CALIFORNIA 92253', COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
2
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 70001 of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License Class: C47, D03 License No.: 539152
Date: �Contracto�
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).:
(_) 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.).
(_) I, 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. . B.&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:
(760)413-2007
Llc. No.: 539152
Date: 3/3/2015
WORKER'S
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I 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.
,�ll=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: Policy Number: _
I certify that in the performance of the work for which this permit is issued, I
shal not e 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' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
comply with those provisions.
Dam - � i S� 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 Building Official 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 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representatives of this city to enter upon the above-
mentioned property for inspection purposes.
Date-�� '12 I Signature (Applicant orrjA'gent)•.
� f/
r
1
Application Number:
BPAT2015-0012
Owner:
Property Address:
79519 DANDELION DR
HAZEL LUCAS
APN:
604453008
79519 DANDELION
Application Description:
LUCAS/PATIO COVER 300 SQUARE FOOT DURALUM SPECIFICATIONS
LA QUINTA, CA 92253
Property Zoning:
Application Valuation:
$2,000.00
Applicant:
Contractor:
PRECISION PATIOS
PRECISION PATIOS
67210 KANN ROAD
67210 KANN ROAD
DESERT HOT SPRINGS, CA 92241
DESERT HOT SPRINGS, CA
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 70001 of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License Class: C47, D03 License No.: 539152
Date: �Contracto�
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).:
(_) 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.).
(_) I, 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. . B.&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:
(760)413-2007
Llc. No.: 539152
Date: 3/3/2015
WORKER'S
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I 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.
,�ll=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: Policy Number: _
I certify that in the performance of the work for which this permit is issued, I
shal not e 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' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
comply with those provisions.
Dam - � i S� 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 Building Official 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 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representatives of this city to enter upon the above-
mentioned property for inspection purposes.
Date-�� '12 I Signature (Applicant orrjA'gent)•.
� f/
Description: LUCAS/PATIO COVER 300 SQUARE FOOT DURALUM SPECIFICATIONS
''CONDITIONS
Type: PATIO COVER
Subtype: Status: APPROVED
Applied: 3/2/2015 SKH
Approved: 3/3/2015 SKH
Parcel No: 604453008 Site Address: 79519 DANDELION DR LA QUINTA,CA 92253
Subdivision: TR 29623 •
Block: Lot: 7
Issued:
Lot Sq Ft: 0
Building Scl Ft: 0 Zoning:
Finaled:
Valuation: $2,000.00
Occupancy Type: Construction Type:
Expired:
No. Buildings: 0
No. Stories: 0 No. Unites: 0
CA
Details: PATIO COVER - 300 SQ FT PATIO COVER [DURALUM SPECIFICATIONS]. 2013 CALIFORNIA BUILDING CODES.
__j Applied to Approved
CHRONOLOGY
''CONDITIONS
NAME TYPE
NAME,
CONTACTS
ADDRESS1 CITY
STATE
ZIP PHONE
FAX EMAIL. .
APPLICANT
PRECISION PATIOS
67210 KANN ROAD DESERT HOT
SPRINGS
CA
92241
CONTRACTOR
PRECISION PATIOS
67210 KANN ROAD DESERT HOT
SPRINGS
CA
92241
OWNER
HAZEL LUCAS
79519 DANDELION I LA QUINTA
I CA
I 92253
FINANCIAL INFORMATION 4
Printed: Tuesday, March 03, 2015 10:04:44 AM 1 of 2
Cps"
EYEV SYSTEMS
DESCRIPTION
ACCOUNT
QTYAMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
CLTD,
BY
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$0.00
�.
Total Paid for BUILDING STANDARDS ADMINISTRATION
$1.00 $0.00
BSA:
PATIO COVER, STD,
101-0000-42404
0
$97.17
$0.00
OPEN
PATIO COVER, STD,
'
101-0000-42600
0
$95.72
$0.00
OPEN PC
Total Paid for PATIO COVER / COVERED PORCH / LATTICE $192.89 $0.00
SMI - RESIDENTIAL
101-0000-20308
0
$0.50
$0.00
Total Paid forSTRONG MOTION INSTRUMENTATION SMt $0.50 $0.00
TOTALS: $194.39 00
Printed: Tuesday, March 03, 2015 10:04:44 AM 2 of 2 Cj?1A JF
ffff SYSTEMS
Bin #
City of La Q uin to .
Building u Safety Division
P.O. Box 1504, 78-495 Calle Tampico .
La Quinta, CA 92253 - (760) 777-7012
-/I Building Permit Application and Tracking Sheet
Permit #
WTMI%2,1.79,5
Project Address: 0)9 n/DE L t 0, N Og
Owner's Name: H 67 E L L (JC W S
A. P. Number:
Address: '75 51 01 D P tib E L t t;7 N
Legal Description:
City, ST, Zip: L G A
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Contractor: S
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Te h one
!e :
P NA
Address: (p 5 (% L. v d 1.514 n/ h io
Project Description: Sot X 101 we n T- H oyi
City, ST, zip: 005 . G % v
0000 S N A pE. STS. UL TO P i .
Telephone: Z6 D S 3•
6 f
5 L �D
State Lie. # :
City Lie. #;
Arch., Engr., Designer:
Address:
City., ST, Zip:
Telephone:i.:,:.•::.;•
:::.::::.:::.
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.......................................
Construction Type: Occupancy:
State Lie. #:
Project type (circle one): New Add'n Alter Repair Demo
Name of Contact Person:
Sq. Ft.:
# Stories:
# Units:
Telephone #,of Contact Person:
Estimated Value of Project -3 Z 4 arae• 00
a APPLICANT: DO NOT WRITE BELOW THIS LINE
N
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Cates.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cates.
Called Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2°" Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
I-I.O.A. Approval
Plans resubmitted
Grading
IN IiOUSE:-
'`" Review, ready for correctionstissue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P. '
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
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Lucas Residence:
M519 Dandelion Dr.
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CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
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Lucas Residence:
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-7* r l .
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760.861.8953
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CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
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-7* r l .
Front
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760.861.8953
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CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
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I, CIVIL
1„No.1184'IA
THOMAS 4.JAY
C/+l:4?Eal
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES: DESIGN REQUIREMENTS:
GOVER11MG CODES: RESIDENTIAL APPLICATIONS - CRC AND IRC APPENDIX H, CBC AND IBC CHAPTER 16, CBC & IBC APPENDIXCHAPTER 1.
1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE ROOF LIVE AND SNOW LOADS: 10, 20, 25, 30,40 & 50 psf. (SNOW LOADS AT GROUND LEVEL 25, 30, 40 & 50 PSI)
2012 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA BUILDING AND RESIDENTIAL COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16.
CODES, ASCE/SEI 7 -10 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2010 ROOF LIVE AND SNOW LOADS: 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL 25.30, 40 & 50 psf)
ALUMINUM MANUAL -ADM 1-10. COLUMNS BEARING ON CONCRETE SLAB IS IN ACCORDANCE WITH 2012 IRC
AND 2013 CRC SECTION AH105.2 FOR 10 psf RESIDENTIAL CONSTRUCTION AND AC1318-11 FOR 20,25 AND 30 ADDITIONAL DESIGN REQUIREMENTS:
psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION.
DRAWING NOTES:
2. ALL REMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE,
ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE
MANUFACTURER DESIGN LOADS AND ENCLOSABILIfY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE
NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE
AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES AND PROCEDURES.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE
AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE
SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED
CHANGE ORDER
6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL
7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
8. ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3
1R INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUAL TO ZERO.
9. A MAXIMUM COLUMN LOAD OF 750 POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON
EXISTING OR NEW CONRETE SLABS.
10.20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL
CARPORTS.
11. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1.
DESIGN CONSIDERATIONS:
11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT.
12. MINIMUM COVER PROJECTION IS 10'.
13. MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET, WHERE COVER IS ATTACHED TO THE
EXISTING OVERHANG.
14. COVERS ARE DESIGNATED'RIDGED BUILDINGS' AS DEFINED IN ASCE/SEI 7.
15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN
ASCEISEI 7.
16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS 'OPEN STRUCTURES"IN
ACCORDANCE WITH ASCE/SEI 7.
17. THE RATIO (H/P), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT),
SHALL NOT EXCEED ONE (1).
18. THE RATIO (UP), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT
BE LESS THAN ONE (1).
MATERIAL SPECIFICATIONS:
19. BEAMS SHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT.
20. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED
WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS.
21. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2.500 POUNDS PER SQUARE INCH.
22. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING
PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER
TABLE 18062 AND SECTION 1806.3.4.
23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, AND CONFORM TO A500 GRADE B.
ROLL -FORMED STEEL MEMBERS SHALL CONFORM TO A653 SS GRADE 50 G60.
24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307. ALL BOLTS SHALL
HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
25. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE SIMPSON STRONG TIE.
26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR
1976 OR APPROVED EQUAL
27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH
RESIDENTIAL ATTACHED PATIO COVERS ONLY (10 AND 20 PSF).
28. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 15052,
EXCEPTION 2.
WIND SPEED CONVERSION TABLE:
THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBC/IBC.
FOR USE WITH THE CRC/IRC, DIVIDE THE REQUIRED CRC/IRC WIND
SPEED BY 0.6
EXAMPLE: CRC/IRC WIND SPEED IS 85 MPH. THE COVER CONSTRUCTION
SHALL BE BASED ON 85 MPH =110 MPH.
F076-
WHERE
.6
WHERE SNOW LOADS OCCUR, IT IS THE REPONSIBILITY OF THE
CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL
AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND
SLIDING, PER ASCE 7-10, SECTION 7.7 AND 7.8, IS REQUIRED. SEE
SHEETS 49 FOR SPAN REDUCTION FACTORS.
ThinkPad\DuralumUAPMO 019515-21-14 Submittallr-2l-14 A 4.dwg, 8252014 2:1327 PM, CulePDF Writer,
1. TABULATED SPANS FOR SNOW LOADS HAVE BEEN ADJUSTED FOR ROOF APPLICATIONS.
2. BASIC WIND SPEEDS: 110, 120,130 MPH, EXPOSURES B AND C.
3. OCCUPANCY CLASSIFICATION AND RISK CATEGORY :11, 11.
4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER
5. SEISMIC DESIGN PARAMETERS:
SITE CLASS: D
SEISMIC DESIGN CATEGORY: D
MAPPED SPECTRAL RESPONSE COEFFICIENTS: SS 1.50, S,= 0.6, S _= 1.0, S „= 0.50
RESPONSE MODIFICATION FACTOR, 8:125
6. DESIGN ASSUMPTIONS:
A BUILDING HEIGHT OF MAIN STRUCTURE (MEAN ROOF HEIGHT): 20-
B. LEAST BUILDING WIDTH OF MAIN STRUCURE: 30'
C. MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING: 10' X 10'
A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION:
EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY
THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-LISTED
EVALUATION REPORT. AT A MINIMUM, SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE
FOLLOWING INFORMATION FROM THIS EVALUATION REPORT:
A. TITLE SHEET AND GENERAL NOTES.
B. STRUCTURAL CONFIGURATION (i.e.. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED).
C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL SPAN
TABLES.
D. TYPE OF HEADER, POST TYPE & QUANTITY, FOOTING SIZE (WHERE REQUIRED) BASED ON THE
SITE-SPECIFIC DESIGN LOADS.
E. APPROPRIATE STRUCTURAL DETAILS.
F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING
JURISDICTION.
SHEETINDEX:
SHEET # SHEET TITLE/ DESCRIPTION
WIND SPEED CONVERSION TABLE:
CBC / IBC
WIND SPEED
EQUIVALENT CRC / IRC
WIND SPEED
110 MPH
85 MPH
120 MPH
93 MPH
130 MPH
101 MPH
SEE CONVERSION METHOD, THIS PAGE,
FOR APPLICATION AND USE.
SITE DESIGN PARAMETERS:
SITE ADDRESS:
WIND SPEED & EXPOSURE:
ROOF / SNOW LOAD:
T-1 ........... TITLE SHEET, DESIGN LOADS, GENERAL NOTES
1 ............SOLID PANEL STRUCTURES
2 ............OPEN LATTICE STRUCTURES
3-4 .........PANEL SPANS TRI -V, W -PANEL & FLAT PAN
5 ............MINIMUM FASTENERS
6 ............RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS
7 ............HEADER BEAM TYPES, COLUMN / POST TYPES
8 ............EXISTING EAVE CONNECTION DETAILS
9 ............HANGER CHANNELS AND MOUNTING BRACKETS
10 ..........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS
11 ...........LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS
12 ...........BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS
13 ...........HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS
15-17 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH
18-20 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 110-130 MPH
21-23 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH
24-27 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L. 110-130 MPH
28-30 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH
31-33 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH
34-36 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH
37-38 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 110-130 MPH
39-40 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH
41112 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH
43-44 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH
45146 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH
47 ...........INSULATED ROOF PANEL ATTACHMENT DETAILS
48 ...........SNOW DRIFT DESIGN
49 ...........SPAN REDUCTION FACTOR TABLES
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TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE 10
ROOF LIVE/SNOW LOAD, PSI
20 25 30 40 50
24• TRI -•V• PAN
- 0.88 0.83 0.75 0.80
24"x2YZ•x0.018' 0.85
0.80 0.65 0.65 -
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120 MPH SPAN
130 MPH SPAN
EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0
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1m
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE 10
ROOF LIVE/SNOW LOAD, PSI
20 25 30 40 50
lTx3Yz'xo.020' -
- 0.88 0.83 0.75 0.80
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(1) MULTI -SPAN REDUCTION FACTORS ARE ONLY
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NOTE: PANEL FASTENERS
ARE SHOWN IN TABLES 12 AND 3, SHEET 4
FOOTNOTE: 'SAMPLE"
FIGURE INDICATES
ATTACHED -a
FIGURE INDICATES
FREESTANDING
Th1nkPadlDuralumVAPM0 0195%521-14 SubmI0aR5.21-14 A S.dwg, 8272014113936 AM, CutePDF Writer,
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A34 FRAMING ANGLE
SEE TABLE 2
FASTENERS, SEE TABLE 3
R.F. OR EXT. HANGER
CHANNEL, 2X OR 3X
RAFTER BRACKET
ALUM. PANEL 2X R--/ \
3x ALUM. RAFTER
EXIST. FASCIA BOARD
ALLOWABLE PROJ. EXISTING EAV
TO BEAM OVERHANG
SEE TABLE 1 (24" MAX.)
A EAVE CONNECTION
1. EXISTING ROOF OVERHANG DESIGN LOADS-
RDL = 3 psf (MIN) TO 8 psf (MAX) RLL - 20.25.30, 40. & 50 psf
2 EXISTING RAFTER ALLOWABLE BENDING STRESS IS 1200 psi.
EXIST. RAFTERS AT
24"0 * C. AT ROOF
OVERHANG
2X FULL DEPTH
WOOD SCAB,
WHERE OCCURS,
SEE TABLE 2
NOTE: WHERE COVER CONSTRUCTION INCLUDES
DETAIL A OR B. STTESPECIFIC ENGINEERING IS
REQUIRED TO VERIFY ADEQUACY OF THE EXISTING
STUD WALL FRAMING WHERE ONE OR MORE OF THE
FOLLOWING CONDITIONS OCCUR:
LEDGER OR WALL HANGER
WITH FASTENEF
PER TABLES 3 &
kh
3
1'
2x WOOD STUD OR
CONCRETE WALL
moo'�WALL ONNECTION
v LEDGER IS NOMINAL LUMBER SIZE 2'x6' (AT 2x6 )P
MINIMUM RAFTERS), NOMINAL 2'x8• (AT 37x8' MINIMUM RAFTERS)
OR KILN -DRY WOOD -FILLED 27x6 Yi OR 3"x8' ALUMINUM SECTIONS.
3/16' STEEL NOTE: BRACKET CAN BE LOCATED
8" 0 1/4'0 HOLES,TYP. ANYWHERE ON EAVE-
0
AVE
0 NOTE: PROVIDE WATER
0 TYP• BRACKET PROTECTION, METAL FLASHING
AT EVERY 2x CAUCK JOINTS AND SLOPE
81)_)o
o TO DRAIN (OPTIONAL)
EXISTING EAVE ALLOWABLE PROJ. TO BEAM
OVERHANG SEE TABLE 1
11/4" 7RAFrER�
) 2xs OR US LEDGER
RA
.S
NOTE: PLACE'SIKA FLEX' OR SIMILAR NOTE: BRACKET MAY BE
MATERIAL BETWEEN BRACKET AND COMP. MOUNTED BELOW RAFTER
SHINGLE ROOFING TO PROVIDE SEAL W/ SAME CONNECTIONS.
ALTERNATE EAVE CONNECTION
v NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS
WITH A 10 psf MAXIMUM DESIGN LOAD.
TABLE 1
TABLE 2 TYPE AND NUMBER OF FASTENERS REQUIRED AT ROOF PANEL
OR RAFTER CONNECTED TO EXISTING ROOF OVERHANG
DESIGN
(E) WALL
COVER
LOADS
OPENING
PROJECTION
10, 20 psf
> B>
18'
30, 40 & 50 psf
> 6'+>
14'
2x WOOD STUD OR
CONCRETE WALL
moo'�WALL ONNECTION
v LEDGER IS NOMINAL LUMBER SIZE 2'x6' (AT 2x6 )P
MINIMUM RAFTERS), NOMINAL 2'x8• (AT 37x8' MINIMUM RAFTERS)
OR KILN -DRY WOOD -FILLED 27x6 Yi OR 3"x8' ALUMINUM SECTIONS.
3/16' STEEL NOTE: BRACKET CAN BE LOCATED
8" 0 1/4'0 HOLES,TYP. ANYWHERE ON EAVE-
0
AVE
0 NOTE: PROVIDE WATER
0 TYP• BRACKET PROTECTION, METAL FLASHING
AT EVERY 2x CAUCK JOINTS AND SLOPE
81)_)o
o TO DRAIN (OPTIONAL)
EXISTING EAVE ALLOWABLE PROJ. TO BEAM
OVERHANG SEE TABLE 1
11/4" 7RAFrER�
) 2xs OR US LEDGER
RA
.S
NOTE: PLACE'SIKA FLEX' OR SIMILAR NOTE: BRACKET MAY BE
MATERIAL BETWEEN BRACKET AND COMP. MOUNTED BELOW RAFTER
SHINGLE ROOFING TO PROVIDE SEAL W/ SAME CONNECTIONS.
ALTERNATE EAVE CONNECTION
v NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS
WITH A 10 psf MAXIMUM DESIGN LOAD.
TABLE 1
TABLE 2 TYPE AND NUMBER OF FASTENERS REQUIRED AT ROOF PANEL
OR RAFTER CONNECTED TO EXISTING ROOF OVERHANG
TABLE 4 a,b ANCHORS INSTALLED
INTO CONCRETE WALLS
WITH 6 -INCH MIN.THICKNESS
2"x 4". FULL _ _ . _—
EXISTING
MAXIMUM PROJECTION
(A) - SIMPSON A34 FRAMING ANCHOR USING SD9112 SCREWS
COVER
NUMBER AND TYPE
2"x 6" NOTCHED
FRAMING MEMBER
-
WIND SPEED (MPH) AND EXPOSURE
COVER
LUSL
AT ROOF
OVERHANG
(B) - (2) SIMPSON A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2X FULL DEPTH WOOD SCAB
FULL LENGTH OF RAFTER TAIL
LUSL
OF FASTENERS
110,13
110,C
1120,13
120,C
130, B
130, C
10
Yz' 0 SIMPSON STRONG -BOLT 2 SS
AT 48'0.C. (a,b)
w 10 PSF L.L.
20 PSF L.L.
25 PSF S.L.
30 PSF S.L.
40 PSF S.L.
50 PSF S.L.
• 26'-0"
2"x 4" FULL
26'-0"
26'-0"
26'-0"
25'-2"
25'-4"
20'-7"
2"x 6" NOTCHED 26'-0" 26'-0" 26'-0" 25'-7" 25'x" 21'-2" � o WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED
m 3. (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) Yz' 0 SIMPSON STRONG -BOLT 2 SS
10 2"x6" FULL ORir 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 20 AT 48.O.C. (a,b)
26'-0"
2 x8 NOTCHED
2"x8" FULL OR
2"x10" NOTCHED
20
2"x 4". FULL _ _ . _—
2" x 6" NOTCHED
2"x6" FULL OR
2"x8" NOTCHED
2"x8" FULL OR
2"x10" NOTCHED
25
2" x 4" FULL
2"x 6" NOTCHED
2"x6" FULL OR
2"xB" NOTCHED
2"x8" FULL OR
2"x10" NOTCHED
30
2" x 4" FULL
2" x 6" NOTCHED
2"x6" FULL OR•
2"x8" NOTCHED
2"x8" FULL OR
2"x10" NOTCHED
40
2" x 4" FULL
2" x 6" NOTCHED
2"x6" FULL OR
2"x8" NOTCHED
2"x8" FULL OR
2"x10" NOTCHED
50
2" x 4" FULL
2"x 6" NOTCHED
2"x6" FULL OR
2"x8" NOTCHED
2"x8" FULL OR
2"x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
5'
(A)
(A)
(A)
(A)
(A) -
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A) (A)
(A) (A)
(A)
- 25 ---
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6 (A) (A) (A)
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(A) 0)_ ..(A)
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26-0"
25'-2"
264"
20'-7"
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(A)
26-0"
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(B)
(B)
(B)
30
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26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
$' (A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(B) (B) (B)
(B) (B) (B)
26'-0"
26'-0"
26-0"
26'-0"
26'-0"
26'-0"
9,
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(B)
(B)
(B)
(B)
(B)
(B)
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SIMPSON
A 86' O.C. a b) STRONG -BOLT 2 SS
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
10'
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(B)
(B)
(B)
(B)
(B)
(B)
(B)
(B)
(B)
11'
(A)
(A)
(A)
(A)
(A)
(A)
(B)
(B)
(B)
(B)
(B)
(B)
(B)
(B)
(B)
(B)
(B)
(B)
50
y• 0 SIMPSON STRONG -BOLT 2 SS
AT 24' O.C. (a,b)
26'-0"
26'-0"
26'-0"
25'-2"
25'-4"
20'-7"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
12' 1 (A) (A) (A)
(A) (A) (A)
(B) (B) (B)
(B) (B) (B) I
(B) (B) (B) I
(B) I (B) (B)
26'-0"
26'-0"
26'-0"
26-0"
26'-0"
26'-0"
TABLE
3 C
(E) (E)(E)
(E) (E) (E)
TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER
AND ROOF PANEL RAIL TO FASCIA
OR LEDGER TO EXISTING WOOD STUD WALL FRAMING
FOOTNOTES TO TABLES 3 & 4:
26'-0"
26'-0"
26-0"
26'-0"
26'-0"
26'-0"
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26'-0"
26'-0"
26-0"
26'-0"
26'-0"
10 PSF L.L.
20 PSF L.L.
25 PSF S.L.
30 PSF S.L.
40 PSF S.L.
50 PSF S.L.
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
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WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
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WIND SPEED
(EXP. B & C)
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
110 120 130
110 120 130
110 120 130
110 120 130
110 120 130
110 120 130
15'-6"
15'-6"
15'-0"
15'-6"
15'-6"
15'-6"
19'-6"
19'-6"
19'-6"
19'-6"
19'-6"
19'-6"
5'
(C) (C) (C)
(C) (C) (C)
(C) (C) (C)
(C) (C) (C)
(D) (D) (D)
(D) (D) (D)
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(C) (C) (C)
(C) (C) (C)
(C) (C) (C)
(D) (D) (D)
(D) (D) (D)
(D) (D) (D)
26'-0"
26'-0"
26'-0"
26'-0"
26-W
26-0"
7'
(C) (C) (C)
(C) (C) (C)
(C) (C) (C)
(D) (D) (D)
(D) (D) (D)
(D) (D) (D)
81
(C) (C) (C)
(C) (C) (C)
(D) (D) (D)
(D) (D) (D)
(D) (D) (D)
(E) (E) (E)
8'-11"
8'-11"
8'-11"
8'-11"
8'-11"
8'-11"
12'-1"
12'-1"
12'-1"
12'-1"
12'-1"
12'-1"
9' 1
(C) (C) (C)
(C) (C) (C)
(D) (D) (D)
(D) (D) (D)
(D) (D) (D)
(E) (E) (E)
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
10'
(C) (C) (C)
(C) (C) (C)
(D) (D) (D)
(D) (D) (D)
(E) (E) (E)
(E) (E) (E)
11'
(C) (C) (C)
(C) (C) (C)
(D) (D) (D)
(D) (D) (D)
(E) (E) (E)
(E) (E) (E)
20'-9"
20'-9"
20'-9"
20'-9"
20'-9"
20'-9"
12'
(C) (C) (C)
(D) (D)' (D)
(D) 1 (D) (D)
(D) (D) (D)
(E) (E)(E)
(E) (E) (E)
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12'-8"
21
C
12'-8"
28
G
10'-6"
0'-10"
21
B
10'-0"
0'-10"
27
G
8'
22'-8"
31
19'-9"
34
25'-0"
32
21'-9"
35
I
11'-10
24
11'-7"
30
10'-0"
9'-3"
23
9'-9"
9'-1"
28
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9'
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232
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20'-119
334
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24'- Z
233
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22'-
335
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12'
224
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12'-01'-0"
229
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9'-109
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223
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9'-109
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21'-1"
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8'-9"
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6'-2"
11'
20'•6"
29
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18'-9"
34
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22'-9"
30
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20' 8"
35
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10'-1
22
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10'-1
30
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9'-0"
8'-4"
22
C
9'-0"
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28
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11'
6
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20'-4"
33
17'-9"
34
22'-6"
34
19'-7"
35
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10'-2"
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9'-10"
29
8'-7"
8'-0"
24
8'-4"
7'-1"
29
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20'-1"
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22'-1"
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20'-1"
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10'-4"
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10'-4"
30
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8'-7"
7'-8"
22
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8'-7"
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28
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9'-10'
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21'-10"
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19'-1"
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9'-9"
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24
8'-0"
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13'-7"
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26'- 25.-9"
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E
24'
337
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29'
230
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26-424'-8"
338
K
16'-013.-8"
224
B
15'-; 3
332
G
13'-
13'- p.-9"
222
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13'
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229
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22'11"
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28'-6"
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25'-3"
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22'-7"
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1
27'-9"
28
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24'-1
36
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14'-7"
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14'-3"
31
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12'-1"
12'-0"
21
B
12'-1"
1'-10"
27
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11-4
4'-3"
30
21'-1"
37
K
26'-9"
31
23'-3"
37
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12'-7"
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11'-0"
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23
11'-2"
9'-s"
28
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91-8"
7'
24'-0"
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21'-6"
34
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26'-4"
29
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23'-8"
35
1
13'-0"
23
C
13'-2"
30
G
11'-2"
11'-1"
22
B
11'-2"
11'-1"
27
M o m
0
23'-1"
31
20'-1"
36
K
26-6"
32
22'-1"
37
K
11' 8"
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11'-4"
31
10'-8"
9'-2"
23
10'-4"
9'-0"
27
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7'
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8'-6-
8'
23'-0"
29
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34
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25'-3"
30
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22'-8"
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12'$"
24
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12'-4"
30
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10'-6"
10'-4"
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10' 6"
10'-4"
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22'-1"
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19'-2"
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21'-2"
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10'-10
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10'-0"
8'-7"
24
9'-9"
8'-4"
27
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9
22'-1"
29
E
19'-9"
34
H
24'-3"
30
E
21'-9"
34
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12'-0"
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11'-8"
29
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9'-10"
9'-9"
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9'-10"
9'-8"
27
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21'-3"
33
18'-0"
35
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23'-6"
34
20'-4"
36
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10'-3"
26
10'-1"
30
9'-4"
8'-1"
24
B
9'-2"
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27
6'-9"
10'
21'-4"
30
E
19'-1"
34
H
23'-0"
31
E
21'-1"
34
1
11'-4"
25
C
11'-1"
29
G
9'-4"
9'-2"
23
C
9'-4"
8'-9"
28
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20'-7"
34
17'-10
35
I
22'-8"
35
19'-8"
36
J
9'-9'
27
9'-7"
30
9'-0"
7'-8"
25
8' 4"
7'-2"
27
G
10'C21
231
6'-2"
11'
20'-89'-10
335
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18'-67-3"
345
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22'-22-0"
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20'
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227
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9' 0____
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19'-1"
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19'-9
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7 0'-4
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10'-28'-9"
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