BPAT2014-101278-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address:.
APN:
Application Description
Property Zoning:
Application Valuation:
Applicant:
VALLEY PATIOS
37897 CHESTERFIELD ST
INDIO, CA 92203
BPAT2014-1012
81283 JASMINE CT
764770027
C& 0 D e(P Qulkro VOICE (760) 777-7125
FAX (760) 777-7011
COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 8/11/2014
Owner:
RONALD AHSMUHS
81283 JASMINE CT
ALUMAWOOD PATIO 18 X22"6'405 SQ FT
$10,000.00
AUG 11 2014
CIN OF LA QUINTA
COMMUNITY DEVELOPMENT DEPARTMENT
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 Professions Code, and
my License is in full force and effect.
License Class: C51, C-8 License No.: 937811
Date: �^ I (� I Contractor:4;
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:
LA QUINTA, CA 92253
Contractor:
VALLEY PATIOS
37897 CHESTERFIELD ST
INDIO, CA 92203
(760)534-4634
Llc. No.: 937811
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.
_ I 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
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' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
comply with those provisions.
DaWK— U^ ` t — 1 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.
Dale: 0�(I_� ` Signature (Applicant or Agent)���
DESCRIPTION
FINANCIAL ••
ACCOUNT
1,
QTY AMOUNT
PAID
PAID DATE
BSAS SB1473 FEE
101-0000-20306
0 $1.00
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
DEVICES, FIRST 20
101-0000-42403
0
$23.83
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
DEVICES, FIRST 20 PC
101-0000-42600
0
$23.83
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
SERVICES
101-0000-42403
0
$23.83
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
SERVICES PC
101-0000-42403
0
$11.92
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for ELECTRICAL: $83.41 $0.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
PATIO COVER, STD, OPEN
101-0000-42404
0
$95.81
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
PATIO COVER, STD, OPEN PC
101-0000-42600
0
$94.38
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for PATIO COVER / COVERED PORCH / LATTICE $190.19 $0.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
SMI - RESIDENTIAL
101-0000-20308
0
$1.30
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid forSTRONG MOTION INSTRUMENTATION SMI: $1.30 $0.00
TOTALS:•0 $0.00
4•
Trilogy at La Quinta
60-750 Trilogy Pkwy
La Quinta, CA 92253
Ph: 760-777-6059
Fax: 760-777-1620
Monday, July 21., 2014
Ronald R. Ahsmuhs / Nancy E Ahsmuhs
81283 Jasmine Ct
La Quinta CA 92253
RE Design Review Modification Received
81283 Jasmine Ct / Customer ID #: TRLAQ-1 190701
Dear Ronald R. Ahsmuhs / Nancy E Ahsmuhs:
Trilogy
Trilogy at La Qulnta Mainteaance Association
This shall confirm receipt of an Design Review submission, received on July 15, 2015, for the above referenced
address for installation of an attached patio cover and a bbq. Please be advised that the application and plans
have been forwarded to the Design Review Committee for review. The governing documents for your
Association allow forty five days (45) for review; however, we hope to have a response to you within 3-4 weeks.
The Design Review Committee is composed of volunteers. As such. it does not review applications to ensure
compliance with building codes, or other local or state laws. You are encouraged to contact the governmental
agencies involved to ensure your plans comply with these codes. Thank you for your patience in this matter and
for complying with the Association's policies and standards.
Sincerely,
For the Design Review Committee,
Mirna Hernandez
Asst Manager On -Site. Property
cc: Board of Directors
Trilogy at La Quinta
60-750 Trilogy Pkwy
La Quinta, CA 92253
Ph: 760-777-6059
Fax: 760-777-1620
Friday, July 25, 2014
Ronald R. Ahsmuhs / Nancy E Ahsmuhs
81283 Jasmine Ct
La Quinta CA 92253
RE: Design Review Modification Conditionally Approved
81283 Jasmine Ct / Customer ID #: TRLAQ-1190-01
Dear Ronald R. Ahsmuhs / Nancy E Ahsmuhs:
Trilogy
Tklogy at, La Quitita Maintenance Assorlition
We are pleased to inform you that your plans for'installation of an attached patio cover, bbq and a concrete pad,
received on Jul 15, 2014;'have been approved ,by the Design Review Committee with the following conditions:
1, 2, 3 and 19 (see attached copy).
Please note: Any damages caused by contractors due to construction must be repaired.
This approval does not constitute consent by the Association for the applicant to encroach, trespass, or build on
any property other than that of the applicant. This approval is related solely to the items reserved for approval by
the CC&R's in accordance with the Design Review Guidelines. The approval does not extend to the quality of
work done by your architect, or contractor, or to any structural engineering, soils engineering, or site grading and
drainage design. You are urged to obtain the services of a state licensed professional for consultation as needed.
The Design Review Committee is composed of volunteers. As such, it does not review applications to ensure
compliance with building codes, or other local or state laws. Please be advised that this approval does not relieve
you from obtaining any necessary building permits from the governmental agencies involved to ensure
compliance with these codes. Any violations of these ordinances will be your responsibility to correct. Thank you
for your patience in this matter and for complying with the Association's policies and standards.
Sincerely,
For the Design Review Committee,
Mirna Hernandez
Asst Manager On -Site Property
Enclosures
cc: Board of Directors
Design Review Committee
TRILOGY AT LA QUINTA
CONDITIONS OF APPROVAL
H.O. A+-5 A-) J13
Property Address: �I 0� 1�1�yl Date Reviewed: I aT���
Conditions
Your plans have been approved, provided that you meet the items checked below avid all work is consistent wide die
of Approval
Desigrn Guidelines. . :
J
1
The patio cover material must be Alunuia wood or other similar wood like construction. Roofing materials shall
match the roof material of the dwelling or be open wood lattice
2 IThe
color of the patio cover matches the home's stucco, accent, fascia or white.
patio cover or awnuig to be uistalled and attached to the home must be installed in such a manner that it
3 JA-ny
does not compromise the integrity of the water permeability of die home.
Due to the patio covers size it must be constructed with variable heights or must be constructed in two sections
4
with a separation in between
6
The size of the patio cover is limited to the size of the proposed patio slab.
'line proposed retractable av�nunng may not be a striped awning. It must be a neutral color that blends with the
6
home. Please submit a sample of the fabric.
7
Obtain services of a state licensed professional for consultation.
Obtain necessary building permits from the city of La Quunta, meeting setback requirements per city code and
$
maintain die existing drainage.
g IMahitaiii
positive drainage in accordance with the Trilogy Design Guidelines (Section 3.8).
10 17lie
screen door must be the color of die house stucco or be black.
It underground drainage is ins e , the rain nee to terminate un the grass s e and us h with ie to and
ca d with a m -u drain cover.
r12
Pool, spa, fountain, aid air conditioning equipment set backs must comply with City of Quinta codes. All
equipment shall be located, screened, or recessed in a manner so as to not be viewable from any lot or street and
tlhe noise from die equipment attenuated for die adjacent property owners. Pool set backs are 6" for lnardscape
and 18° for water line.
13
IThe color of die proposed concrete is natural or a neutral toue.
Rear yard may not exceed 70% hardscape and must have a minimum of 30% softscape, measured from die rear
14
building face of wall to the side property fuses.
Proposed planting meets with the Trilogy Rear Yard Minimum Planting Requirements standards annd all plaints
15
are included on the Revised Approved Plaut List contained un die Design Guidelines.
The proposed wall or iron work to match the existing developer retaining wall in material, style and color or shall
16
be the Frazee Paint color specified in die guidelines.
Replace block wall per Shea Homes standard block wall specification, if removing any portion of block wall to
17
gaup access to rear or side yard (requires inspection of rebar: before cap is installed).
1$
lRefer to Exhibit 7 un the Design Guidelines. Block Wall Designs).
X
19
lWhen work is completed, please submit Notice of Completion form attached.
20
Make sure rear yard property line pins (markers) remain during construction (applies to golf course lots only)
21
All contractors must meet the Association representative prior to commencing construction.
22
Resubmit showing drainage flow/plans.
23
See notes on plains (if any)
24
An independent irrigation controller must be used for the rear yard, it cannot be tied into the front yard.
Notes
;V -E -Z e7lAlV-)
CITY OF LA QUINTA SUB-CONTRACTORLIST
JOBADDRESS DDRESS SIZ� 3 �5{"" C---
PERMIT NUMBER OWNER f R►'` s (`_.) "1-5_BUILDER-
Only appearing on this list or their employees are authorized to work
This form shall be posted on the job with the Building Inspection Card at all times in a conspicuous place. persons
Any changes to this list must be approved by the Building Division prior to commencement of work. Failure to comply will result in a stoppage of
work and/or the voidance.
on this job.
permit. For each applicable trade, all information requested below must be completed by applicant. "On File" is not an acceptable response.
of buildinge pp
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Bin # City of La Quin to
Building 8t: Safety Division
ermit # P.O. Box 1504, 78-495 Calle Tampico . .
P.
p� La Quinta, CA 92253 - (760) 777-7012
Pi� Building Permit Application and Tracking Sheet
Project Address: r L'b 3 eL5,%A ( & Owner's Name: 2o,,\ A kS rv-, v � S
A. P. Number:
Address: Zg 3 J 0,5m i-,Lf-- C-T-
Description:
ZS-3CLegal
City, ST, Zip: (OL Qt/ y n CA '01 Z-77,!;-3-
Contractor:
ontractor: VO l PG V ®S
Telephone:
Address: 7 e
Project Description: A C V el,,,O I Voax� paho
city. ST, zip: c c A
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Telephone:?
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State Lic. #: 13781 f
City Lic.
Arch., Engr., Designer.
Address:
r f n e
City, ST, Zip:
Me
Telephone:
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...... .............................
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State Lic. #:Project
type (circle one): New Add'n Ater Repair Demo
Name of Contact Person:
Sq. Ft.: 0
# Stories:
# Units:
Telephone # of Contact Person:
Estimated Value of Project: to 00.0
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rcc'd
TRACMG
PERMIT FEES
Plan Sets
Plan Cheek submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calrs.
Contact Person
Plan Check BalanceTitle24
Calcs.
F.Callcd
ns picked upConstruction
Flood plain plan
ns resubmitted
Mechanical
Grading plan
2°" Review, ready for corrcctionsfissue
Electrical
SubcontactorList
Called ContactPcrson
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'`" Reviciv, 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 Fces
�����•••*i.q 19
CAMPBELL,
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T+IOMMRAiY
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PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODU
GENERAL NOTES:
GOVERNING CODES :
1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE
2012 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA BUILDING RESIDENTIAL CODES,'
ASCE/SEI 7 -10 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2010 ALUMINUM
MANUAL -ADM 1-10. COLUMNS BEARING ON CONCRETE SLAB IS IN ACCORDANCE WITH 2012 IRC AND 2013
CRC SECTION AH105.2.
DRAWING NOTES:
2. ALL ITEMS 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 ENCLOSABILITY.
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
12 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
ASCE/SEI 7.
16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS *OPEN STRUCTURES,' IN
ACCORDANCE WITH ASCE/SEI 7.
17. THE RATIO (HIP), 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 1806.2 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 CP60. STAINLESS STEEL MEMBERS
SHALL CONFORM TO ASTM A653, GRADE 40.
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 1505.2,
EXCEPTION 2.
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\Duralum\IAPMO 0195\2-28-14 A 2.dwg, 52.92014 4:209 PM, Cu[ePDF Writer,
DESIGN REQUIREMENTS:
INC.
RESIDENTIAL APPUCATIONS - CRC AND IRC APPENDIX H, CBC AND IBC CHAPTER 16, CBC & IBC APPENDIXCHAPTER I.
ROOF LIVE AND SNOW LOADS: 10, 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL 25, 30, 40 & 50 psf)
COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16_
ROOF LIVE AND SNOW LOADS: 20, 25, 30, 40 & 50 psi. (SNOW LOADS AT GROUND LEVEL 25, 30, 40 & 50 psf)
ADDITIONAL DESIGN REQUIREMENTS:
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: II, 1.0.
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: S5= 1.50, S,= 0.6, S �= 1.0, S d= 0.50
RESPONSE MODIFICATION FACTOR, 81.25
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 (.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
WIND SPEED
110 MPH
85 MPH
120 MPH
93 MPH
130 MPH
101 MPH
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
41-42 ......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
45-46 ......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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CAShc��B�LL:
SOLID PANELS SPANS FOR COMMERCIAL & PATIOS'—
24" TRI -"V" PAN
ALUM. ALLOY 3004-H36 OR EQUAL
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE 10
ROOF UVE/SNOW LOAD, Psf
20 25 30 40N5012"x3Yi"x0.020"
24" TRI -•V• PAN
- 0.88 0.83 0.75
24•x2)4'x0.018" 0.85
0.80 0.65 0.(Z
24•x2)' x0.024• 0.90
PANEL'r
110 MPH
SPAN
120 MPH
SPAN
130 MPH
SPAN
LL/SL
(IN.)
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
10'-3'
10' 3'
10'-3•
10'3"
10•-3'
10'-3•
.018
s•-0-
8•$•
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a• -r
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17-3"
17-3'
12'-3"
173"
17-3'
17 3'
10
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10 -0"
9'-9'
9'-r
9'-3'
8'-r
14'-3'
14'-3"
14'-3•
14'3"
14%3'
14'-3'
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17$•
17-1'
17-1'
11'-r
11.3"
10'$"
8'�'
8'-4'
8'-4'
8.4"
8'-4-
8'4"
.018
T-9'
T-5"
T-5'
T -r
T-2'
6'-10"
10•-1-
10•-1•
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10'-1"
10'-1•
10'-1'
20
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8'$'
8'-4"
8-5"
8•-1-
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17-1"
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17-1•
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10'-9'
10'-3•
10•-0'
9'-B•
9'-9"
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T-3•
T-3'
T-3"
T-3"
T-3'
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T-4'
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T-1'
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8'-4'
8'-5"
8'-1•
8'-1"
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9'$'
9'$-
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9'$'
9'-8-
9'$-
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10'-2'
10'-2'
9'-T
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9'-2'
6'-7'
6'-T
6•-7-
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T-0'
7'-0'
6'-9'
6'-10"
6'-7-
8'-3•
8'-3•
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8'-3'
8'-3'
30
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8'-0'
8'-0'
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7'-9'
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9'-1'
9'-1•
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TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE 10
ROOF UVE/SNOW LOAD, Psf
20 25 30 40N5012"x3Yi"x0.020"
-
- 0.88 0.83 0.75
24•x2)4'x0.018" 0.85
0.80 0.65 0.(Z
24•x2)' x0.024• 0.90
0.88 0.70 0.65
24'x2Y2"x0.03r 0.90
0.88 - -
(1) MULTI -SPAN REDUCTION FACTORS ARE ONLY
APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN
IN TABLE 1 ABOVE.
NOTE: PANEL FASTENERS
ARE SHOWN IN TABLES 1,2 AND 3, SHEET 4
FOOTNOTE: 'SAMPLE'
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
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14'$• 14'$" 14'-8' 14'$' 14'$' 14'$' 032 13•-0" 13'-0" 13'-0" 13'-0' 13'-0" 13'-0• 032 15'$- 15•$" 15-6• 1S$" 1S$' 15'$'
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13'-3' 17-9 12'-9' 12'x' 174 11'-T11'$' 11'-0' 11'-0' 10'$' 14'-2" 13'-9" 13'-T 13'-0' 13'-1' 12'$'
16%3" 16'-3' 16'3" 16'-3' 16'-3' 16'3* 14'$' 14'$' 14'$' 14'$' 14'$' "14'-6 .040 .040 040 16'$" 16'$" 16'$' 16 $' 16 $' 16•$• ;a15--1' 14'-7' 14'-T 13'$' .14'-1" 13'-r 13'$' 1r-10' 13'-0"12'x' 12'$' 15'$' 15-2' 1S -r 14'-10' 14'-10' 14'-3' rl
11'-1' 11'-1' 11'-1' 11'-1' 11'-1' 11'-1' 9'-9- 9'-9' 9'-9' 9'-9' 9'-9" 9'-9" 10'x' 10'x" 10'x' 10'x' 10 4' 10'-4'
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14'-r 14'-2• 14'-2' 14'-2' [1�4'2*14'-2• 040 12'-3• 12'-3" 12'3" 17-3" 12'-3• 17-3- 040 13'-1'13'-1" 13'-1' 13'-1' 13'-1' 13'-1" 8oao15'-0' 14'-0'142" 13'7' 13'-0' 13'-3" 1r-9' 12'-9' 12'-3' tr-4• 11'-9• 15'x' 15'-1" 15-1' 14•$" 14'-9' 14'-1pq E
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16" 23'-0" 23'-0" 23'-0" 23'-0" 23'-0" 22'-9" 16" 20'-3" 20'-2" 20'-3" 19'-8" 20'-1" 18'-2" 16" 28'-7" 28'-6" C2827 28'-3" 25'-7"
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16" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 16„ 12'-4" 12'-4" 12'-4" 12'-4" 12'-4" 12'-x" 16" 17'x" 17'x" 17'x" 17'-4" 17'-4" 17'-3"
19'-1" 19'-1" 19'-1" 19'-1" 19'-1" 19'-1" 11'-9" 11'-9" 11'-9" 11'-9" .024 16'-T' 16'-7" 16'-7" 16'-7" 16'-7"
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24" 15'-7" 15'-7" 15'-T' 15'-7" 15'-7" 15'-7" 24„ 9'-8" 9'-8" 9'-8" 13'-7" 7" 13'-7" 13'-7" 13'-7" 13'-T
16" 15'-10" 5'-10" 15'-10" 15'-10" 15'-10" 15'-10" 16„ 15'-8" 15'-8" 15'-8" 15'-8" 15'-8" 15'-8" 16„ 22'-1', " 22'-1" 22'-1" 22'-1" 22'-1" 22'-0"
16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0"
40 .042 20 .032 20 .032
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13'-8" 13'-8" 13'-8" 13'-8" 13'-8" 12'-3" 17'-3" 17'-3" 17'-3" 17'-3" 17'-3"
13'-4" 13'x" 13'-4" 13'x" 13'x" 13'-0" *14�'-9"
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24" O.C. MAY BE USED AT 48' O.C. WHEN DOUBLED. 9'-6" 9'-6" 9'-6" 9'-6" 9'-6" 9'-2" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3"
14'-4" 14'-4" 14'-4" 14'x" 14'-4" 14'x" 16" 20'-2" 20'-2" 20'-2" 20'-2" 20'-2" 20'-2"
16"
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24" 11'-1" 24„ 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" 16'-7"
12'-1" 12'-1" 12'-1" 11'-10" 12'-0" 11'-7" 17'-0" 17'-0" 17'-0" 16'-8" 16'-9" 16'-3"
16" 17'-4" 17'-4" 17'-4" 17'-4" 17'-4" 17'-4" 16" 24'-6" 24'-6" 24'-6" 24'-6" 24'-6" 24'-6"
.042 17'-9" 17'-9" 17'-9" 17'-7" 17'-8" 17'-1" .042 25'-1" 25'-1" 25'-1" 25'-1" 25'-1" 25'-1"
24" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 24" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0
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A GUTTER FASCIA
ALUM. ALLOY
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ICCURS'
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TYR P. 11 II
B MAG BEAM
ALUM. ALLOY
6063-T6
I DBL.2"x6.5"x0.042"
ALUM. ALLOY 3004-H36
OR EQUAL
J DBL.2"x6.5"x0.032"
ALUM. ALLOY 3004-H36
OR EQUAL
T=12 OR
ASTM
A653 SS
GRADE 50
CP60 8.0'
.Dar
_r
TYP.
MAX
DBL. 3"x8"x0.042" BEAM
O W/ DBL. 14 GA. STL. INSERT
ALUM. ALLOY 3004-H36
OR EQUAL /
DBL. 3"x8"x0.042" BEAM/
(�'W/ DBL. 12 GA. STL. INSERT
PALUM. ALLOY 3004-H36-
OR EQUAL,--'- '
NOTE WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS
SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED
THE FULL LENGTH OF THE 3'x8" BEAM.
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SPLIC
WHER
OCCUR
0.4
r
HEADER BEAM TYPES
4" "'-BEAM
C' ALUM. ALLOY
6063-T6
K 3"x8x0.042" BEAM
ALUM. ALLOY 3004-H36
OR EQUAL
3.0"
ALUM
ALUM.
GUTTER
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EXT. CUP
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WHERE
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OCCURS
ALLOY
SPLICE
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i
WHERE
0.110"
OCCURS
I
I
i
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I
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0.065
I
1 TYP.
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ALUM. ALLOY 3004-H36
OR EQUAL
{ 1.00" F
.040" ALUM.
.048" STEEL -
3.0"
.28'
FF►--3.0'-� I
T=12 GA.
ASTM A653 SS
GRADE 50 CP60 3.0"
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14 GA.
7.875ASTM
A653 SS
GRADE`.
CP60
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M W/ 14 GA. STL. INSERT
ASTM A653 GRADE 50 CP60
3"x8"x0.042" BEAM
(W/N
12 GA. STL. INSERT
ASTM A653 GRADE 50 CP60
D
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS
OCCUR AS SHOWN IN THE SPAN TABLES,
THEY SHALL BE INSTALLED THE FULL LENGTH
OF THE 3"x8' BEAM.
COLUMN / POST TYPES
0.024"
0.03M
PLUGS
#10 SMS
@24'0.(
EA. SIDE
(__'�W.SQB ALUM POST 3" SQ. ALUM. POST 3" SQ. ALUM. POST
ALUM. ALLOY 3004-H36�LUM. ALLOY 3004-H36 WITH SIDEPLATES
HEIGHT LIMITED TO 3" SQ. STEEL POST D ALUM. ALLOY 3004-H36
10'-0" MAXIMUM. F gSTM A653 GRADE 50 CP60 OR EQUAL
0.075
TYP.
0.)75'j
=3"SQ.xt=0.188"
INSERTT=0.125"
=3"SQ.xxt=0.250"
WHERE
ALUM.
OCCURS
ALLOY
6063-T6
i
7
0.110"
TYP.
i
0.375 LL
F 7" I -BEAM
ALUM. ALLOY 6063-T6
G W/ 1 "C" INSERT
ALUM. ALLOY 6063-T6
H W/ 2 "C" INSERTS
ALUM. ALLOY 6063-T6
NOTE:
WHERE 'C' INSERT OCCURS AS SHOWN IN
SPAN TABLES, IT SHALL BE INSTALLED THE
FULL LENGTH OF THE 7"I -BEAM.
E MAG POST
ALUM. ALLOY
6063-T6
3.0'
NOTE:
EACH HEADER BEAM TOP AND
BOTTOM FLANGES SHALL BE CUT AT
EACH INTERIOR COLUMN WHERE 3
OR MORE COLUMS OCCUR. DO NOT
CUT FLANGES AT END COLUMNS.
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EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS
NOTE:
A34 FRAMING ANGLE
1. EXISTING ROOF OVERHANG DESIGN LOADS:
3/16' STEEL NOTE: BRACKET CAN BE LOCATED
o
SEE TABLE 2
RDL = 3 psf (MIN) TO 8 psf (MAX) RLL = 20, 25, 30, 40, & 50 psf
8" D 1/4'0 HOLES,TYP.
ANYWHERE ON EAVE
2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS 1200 psL
O
NOTE: PROVIDE WATER
w
FASTENERS, SEE TABLE
3
`�
D AT BRACKETPROTECTION, METAL FLASHING
2x CAUCK JOINTS AND SLOPE
z z
R.F. OR EXT. HANGER
CHANNEL, 2X OR 3X
LEDGER OR WALL HANGER
8 0 0
o
TO DRAIN (OPTIONAL)
N
ui
RAFTER BRACKET
WITH FASTENERS
EXISTING EAVE ALLOWABLE PROD. TO BEAM
VERHANG SEE TABLE 1
a
PER TABLES 3 &IN.
2x WOOD STUD,
o
MASONRY OR
1 1/4"
(24• ) a� oR 2xe LIDG9t
ca Iz
1•CONCRETE
WALLALUM.
Z
PANEL 2X OR
ALUM. RAFTER
EXIST. RAFTERS AT3x
3
�+ R
FORSIMILAR
_1Wo
FASCIA BOARD
24"O.C. AT ROOF
OVERHANG
4x3
1/2•W.wEXIST.
a1'
ALLOWABLE PROJ. EXISTING EAV
f
¢ o 0
TO BEAM
OVERHANG
U ¢ Z
SEE TABLE 1
(24' MAX)0NOTE:
\
NOTE: PLACE FL
MATERIAL BETWEEN BRACKET AND COMP.
BRACKET MAY BE
O a qQ
F o
SHINGLE ROOFING TO PROVIDE SEAL
MOUNTED BELOW RAFTER
w
�� EAVE CONNECTION
%1
WALL -CONNECTION
W/ SAME CONNECTION'S.
z
NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2x6• (AT 2'x6 Y2-
ALTERNATE EAVE CONNECTION
C'
V
MINIMUM RAFTERS), NOMINAL 2'x8' (AT 3'X8' MINIMUM RAFTERS)
NOTE: THIS DETAIL IS LIMITED
TO RESIDENTIAL INSTALLATIONS
OR KILN -DRY WOOD -FILLED 2x6 )z- OR 3•x8• ALUMINUM SECTIONS.
WITH A 10 psf MAXIMUM
DESIGN LOAD.
LL
TABLE 1
TABLE 2 TYPE AND NUMBER OF FASTENERS REQUIRED AT ROOF PANEL
TABLE 4 ANCHORS INSTALLED
OR RAFTER
CONNECTED TO EXISTING ROOF
OVERHANG
INTO CONCRETE WALLS
WITH 6 -INCH MIN.THICKNESS
r
N o
EXISTING
MAXIMUM
PROJECTION
(A) - SIMPSON A34 FRAMING ANCHOR USING SD9112 SCREWS
COVER
NUMBER AND TYPE
FRAMING MEMBER
o
COVER
AT ROOF
WIND
SPEED
(MPH)
AND
EXPOSURE
(B) - SIMPSON A34 FRAMING ANCHOR
USING SD9112 SCREWS WITH 2x FULL
DEPTH WOOD SCAB
FULL LENGTH OF
LUSL
OF FASTENERS
LUSL
OVERHANG
RAFTER TAIL
¢
W p
'_
J
110, B
110,C
120, B
120, C
130, B
130, C
0
y2" 0 SIMPSON STRONG -BOLT 2 Ss
AT 46.O.C. (a,e)
2" x 4" FULL
26'-0"
26'-0"
26'-0"
25'-2"
25'-4"
20'-7"
}
Q=
10 PSF L.L.
20 PSF L.L.
25 PSF S.L.
30 PSF S.L.
40 PSF S.L.
50 PSF S.L.
2" x 6" NOTCHED
26'-0"
26'-0"
26'-0"
25'-7"
25'-4"
21'-2"
o
m
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
20
yz• 0 SIMPSON STRONG -BOLT 2 SS
10
2"x6" FULL OR
110 120 130
110 120 130
110 120 130
110 120 130
110 120 130
110 120 130
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
AT 4a• O.C. (a,e)
ca
J
2"x8" FULL OR
26'-0"
26'-0"
26'-0"
26'-0"
126'-0-
26'-0"
5'
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
Y2 0 SIMPSON STRONG -BOLT 2 SS2"x10"NOTCHED6'
Z�Ul
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(B) (B) (B)
25
AT 48• O.C. (ab)
w =
2" x 4" FULL
26'-0"
26'-0"
26'-0"
25'-2"
25'-4"
20'-7"
W
7.
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(B) (B) (B)
W
2" x 6" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
30
MP 0 h) STRONG -BOLT 2 SS
F z
2"x6" FULL OR8'
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(B) (B) (B)
(B) (B) (B)
20
AT 36'SIMPSON
2"x8" NOTCHED
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)
(e) (B) (B)
(B) (B) (B)
4�
�IOh)TRONG$OLT2SS2"x8"
FULL OR
2"x10"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
10r
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(B) (B) (B)
(B) (B) (B)
(B) (B) (B)
AT6'O.C.
NOTCHED
E
m —E'B
2" x 4" FULL
26'-0"
26'-0"
26'-0"
25'-2"
25'-4"
20'-7"
11'
(A) (A) (A)
(A) (A) (A)
(B) (B) (B)
(B) (B) (B)
(B) (B) (B)
(B) (B) (B)
50
Y2" 0 SIMPSON STRONG -BOLT 2 SS
2" x 6" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
12'
(A) (A) (A)
(A) (A) (A)
(B) (B) (B)
(B) (B) (B)
(B) (B) (B)
(B) (B) (B)
AT 24' O.C. (a.b)
U
25
2^xs" FULL OR
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
TABLE
3
TYPE AND
NUMBER OF FASTENERS REQUIRED
AT LEDGER
< z s
<9..
OR ROOF PANEL RAIL TO EXISTING WOOD STUD WALL FRAMING
FOOTNOTES TO TABLES 3 & 4:
. -
2"x8" FULL OR
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
2"x10" NOTCHED
a. EMBED ANCHOR 3" MINIMUM INTO
r Z y
w
2"x 4" FULL
16'-0"
16'-0"
16'-0"
16'-0"
16'-0"
16'-0"
(C) - (2) Y4" DIAMETER LAG SCEWS
(D) - V DIAMETER LAG SCREW
CONCRETE WALL AND INSTALL IN
>_ -
2" x 6" NOTCHED
10'-10"
10'-10"
10'-10"
9'-2"
9'-3"
-
(E) - Via" DIAMETER LAG SCREW
ACCORDANCE WIHT ESR -3037
o Z
v � a N
2"xs" FULL OR
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
30
(F) - 1" DIAMETER LAG SCREW
b. USE 3" SQ.xY4" STAINLESS STEEL
2"x8" NOTCHED
WASHER WHEN INSTALLING NEW
a o m
10 PSF L.L.
20 PSF L.L.
25 PSF S.L.
30 PSF S.L.
40 PSF S.L.
50 PSF S.L.
2"x8" FULL OR
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
WOOD LEDGER AGAINST EXISTING
2"x10" NOTCHED
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. e & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B &_C)
WIND SPEED
(EXP. B & C)
CONCRETE WALL.
2" x 4" FULL
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
C. WHERE ROOF PANEL RAIL OCCURS,
W
= a
2" x 6" NOTCHED
15'-6"
15'-6"
15'-6"
15'-6"
15'-6"
15'-6"
USE Y2'DIAMETER LAG SCREW IN
w s W •:
c Z >
2"x6" FULL OR
5'
(C) (C) (C)
(C) (C) (C)
(C) (C) (C)
(C) (C) (C)
(D) (D) (D)
(D) (D) (D)
40
LIEU OF (2)1/4" DIAMETER LAG
z � z w
2"x8" NOTCHED
19'-6"
19'-6"
19'-6"
19'-6"
19'-6"
19'-6"
SCREWS.
3 w W
6'
(C) (C) (C)
(C) (C) (C)
(C) (C) (C)
(D) (D) (D)
(D) (D) (D)
(D) (D) (D)
2"x8" FULL OR
2"x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
a,
7'
(C) (C) (C)
(C) (C) (C)
(C) (C) (C)
(D) (D) (D)
(D) (D) (D)
(D) (D) (D)
2" x 4" FULL
8'-11"
8'-11"
8'-11"
8'-11"
8'-11"
8'-11"
8'
(C) (C) (C)
(C) (C) (C)
(D) (D) (D)
(D) (D) (D)
(D) (D) (D)
(E) (E) (E)
o
2" x 6" NOTCHED
12'-1"
12'-1"
12'-1"
12'-1"
12'-1"
12'-1"
9'
(C) (C) (C)
(C) (C) (C)
(D) (D) (D)
(D) (D) (D)
(D) (D) (D)
(E) (E) (E)
550
w
2"x6" FULL OR
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)
2"x8" NOTCHED
11'
(C) (C) (C)
(C) (C) (C)
(D) (D) (D)
(D) (D) (D)
(E) (E) (E)
(E) (E) (E)
x
2"x8" FULL OR
2"x10" NOTCHED
20'-9"
20'-9"
20'-9"
20'-9"
20'-9"
20'-9"
12
(C) (C) (C)
(D) (D) (D)
(D)(D)7D)
(D) (D) (D)
(E) (E) (E)
(E) (E) (E)
ThinkPadlDuralum%IAPMO 019512-28-14 A 2.dwg, 5!29/2014 4:3132 PM, CutePDF Writer,
NOMAS .
CAMPBtLL
--f. . '/ l- .
-CAMNSL.
HANGER CHANNELS AND MOUNTING BRACKETS
ASTENERS,
T=.060" TYP.
o
E TABLE 3, SHEET 4
w
Lu
FASTENERS,* 078
1.50"
z
Z Z o
SEE TABLE 3 HEFT
•.OS
T�"�
w d
ALUM. 3004-H36
•06 .25"R
O
3'
¢ h
t= 0 �.
.01 "x .202' FASTENERS,
( DIA.' SEE SHEET 4
C) m 563" .281" _ 200 2 5'
N
J740"S'
SEE TABL
O
:0
A
s-
3"
O
y c v
aQd
z o
tu
< CONTINUOUS A- RAIL
OCCURS)
CA
O
w
a w
`m o FASTENERS
ROOF PANEL (WHERE
o
cc
`m `� ri SEE SHEET 7
�
U Z o
_
.06 FASTENERS, w
AL60M6.3A-T6 Y
FASTENERS,1,500'oSEESHEET4
SEE TABLE 3, SHEET 4
Z
~
l- 1.75
ALUM.ALLOYALUM.ALLOY
F� 1.88
ALUM. ALLOY
W
6063-T6
6063-T6
6063-T6
7
0
ROLL FORMED
O
O EXTRUDED HANGER / CONNECTION
OC I.R. HANGER
"H" BRACKET
HANGE.O
:r
NOTE: THIS CONSTRUCTION IS LIMITED TO 20 psf
10# L.L: (2)#14 SMS EA. SIDE
as
o
MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED
1 1/2" 20# L.L.=(3#14 SMS EA. SIDE
l�•l N
AT ROOF LOADS EXCEEDING 20 psf.
z
(3) %2"fd LAG SCREWS
BEAM SPLICE TO#14
SDS,
_ 3/4" OR 1 1/2^
OCCUR DIRECTLY OVER 5/8"0 PLASTIC
a33
PER SIDE
2" x 6 1 /2" OR
POST. NOT PERMITTED PLUG WHERE
@ 2 -POST UNITS
g U
w
rrS"
MIN. 8" A_UM.
@ 6 SCREWS SCREW IS INSIDE
o3"x
RAFTER5^
PER SIDE I
#14 SMS MAY
42'EACH
3"
3/4" OR 1 1/2"
35^" 3.5" ALTERNATE TO
BOL"CS
U -BRACKET
3.5" 35"1/4"0
zto
U) "EXISTING
WOOD STUD FRAMING
5 8" BEAM
o =azNH"FADER
ME)
STUCCO
1 OR 2 I I 5"
J b
�`Ww1.
Q
x 3-1/2' LAG SCREWS L.L.=10 psf
SEE NOTES
LL m0
N
3"X8" ALUM.
2 EACH 1/2'0 x 3-1/2' LAG SCREWS L.L.=20 psf
BELOW I I 6 1/2" SIDEPLATE EA.
2Yz (E) STUCCO
(2" MIN. PENETRATION INTO EXISTING WOOD STUD)
I SIDE SEE POST SCHED.
RAFTER
#14 SMS EA. SIDE
8
PENETRATION BRACKET
TOP, MID HEIGHT
AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES
NOTE: LENGTH OF LAG SCREW SHALL PROVIDE
NOTE: USE LEDGER WHERE RAFTER SPACING
SHEET 8.
m E
EXCEEDS EXISTING STUD SPACING. SEE TABLE 3
THREADED PORTION OF SHANK COMPLETE
m
PENETRATION INTO EXISTING CORNER STUD.
LL
•om
HEADER BRACKET 2
RAFTER TO STUD WALL CONNECTION 3
BEAM TO POST CONNECTION 8
li
<� m
M 'i
WW
f"UU�
} 0 y e
1 1/2" OR 2'LATINS.M.S.
-- -_ ~�+
IX
ALTERNATE 12"DOUBLE RAFTER-
#8 S.M.S. EACH SIDE
EXISTING-
FILL ORDBL.
ALUMINUM MEMBER WITHr_4
"-'�-- - --�
3'x8"x0.042 BEAM
a'w o
BOLT CONNECTIOPLAN 2
LATTICE 1 1/2" OR 2"
SHEATHING WOOD
NOMINAL LEDGEROR
DBL. 2'x6.5'x0.032"/0:042" BEAM
U a r
O
ALTERNATE:
(NEW OR EXISTING)
H m m
<
4-#14 S.M.S. EACH
c SEE NOTE, DETAIL B,
"'
a o m .
RAFTER TO COL.
rn SHEET 8
I" '
CONNECT. (8 -TOT.)
2"x6.5" OR 3"x8" RAFTER
w j t,
I
0
ALTERNATE: 1/2" BOLT
t
o
0
1'
as• o e
ALTERNATE:
_ � ;, (2) SIMPSON SDS25600
i <
} o m
_
(2} #14 S.M.S. EACH RAFTER
'%
r
5/8"0 ACCESS HOLES ,
m W w
3"x 3"STL.POST 24'
( ALTERNATE:
TO COLUMN CONNECTION
(4 -TOTAL)
°
INSTALL 6- #14 X H
3" SO. POST LONG SDS @EACH
a v
o o m z
INSERT ATTACHED (2}2x6.5' OR
- ALTERNATE:3'x
HEADER TO COLUMN
3"STL.POST COL(2}3"x8'HEADER
(2} 2x6.5" OR (2}3"x8" HEADER
EXISTINGFOR
'<
(12 FASTENERS PER
FREESTANDIN
1' STUCCO OR EQUAL
-BOLT
ALTERNATE:
CONNECTION)
w
(2) -1/2
2"x 6.5" SIDEPLATE
CONNECTOR (2} #14 S.M.S. EACH RAFTER
2.5' PENE. INTO EACH WOOD STUD��.�
w
w
DBL. RAFTER / DBL. HEADER CONN. 4O
STUB COLUMN TO DOUBLE HEADER CONN. OATTACHMENTSTUCCO
EXIST. DETAILER O
DOUBLEHEADER TO O
COLUMN DETAIL
co
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POST
COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMN
'1' BRACKET @ 3 -SQ. POST
W/ (4)-#14 SMS EA. SIDE OF POST
OR 1/2" M.B. THROUGH POST
(2)-3/8"0 STRONG -BOLT 2 SS
EA BRACKET TO SLAB.
MINIMUM DISTANCE TO
EDGE OF SLAB OR
CRACK =12'
(1%* MIN. EMBEDMENT)
POST
ALUM.-rBRACKET USE WITH
POST TYPE B,C,D, OR E.
USE (2)-3/8'0 SIMPSON
STRONG -BOLT 2 SS
STEEL.-rBRACKET USE WITH
POST TYPE B,C,D,E,F,G,H,J OR K.
USE (2)-3/8"0 SIMPSON
STRONG -BOLT 2 SS
1 3/" EMBEDMENT DEPTH
(FOR STRONG -BOLT 2 SS)
rdl
If c
} DEI YTHn ,
_ + SLAB SHALL BE IN a POURED CONCRETE
GOOD CONDMON FOOTING SEE TABLES
FOR SIZE
3 1/2" MIN. SEE FOOTING �--- 6QUARE� /
IN BEAM SPAN TABLE
O7 EXISTING SLAB POSTS TO CONC. FOOTING
ATTACHED COVERS ONLY O ATTACHED COVERS ONLY
ALUM. ALLOY 3.00" OR
6063-T6 �2.40"
1.375"
0 75'r
1.60"
1.5 .090" TYP.
INSTALL 1Y2" x 1Y2" x Y" HDG
WASHER PLATE AT ANCHORS
FOR 130 MPH
NOTE: CONCRETE SLAB ANCHORS SHALL BE
%" DIAMETER SIMPSON STRONG -BOLT 2 SS
(ICC -ES ESR -3037)
ALUM -T" BRACKET C
S/7 PMlA d•dS•1n DW r Henn= W,ae.
ATTACHED
ALTERNATE FTG.
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
CUBE SIZE
SQ. 18' DEEP ' CUBE FTG.
FOOTING SIZE
SINGLE POSTS
EMBED.
18' 18' SQ. 1Y
BOLTS
20"
21" SQ.
12"
23- & 24" CUBED (1)
(2)-12'0
31/4*
22"
25" SO.
16
25'-3PCUBED (1)
(4}12.0
31/4"
24' 28" SQ. 20"
26"
32- SQ.
23'
31--34"CUBED (1)
(4)-5/8.0
4-
28"
35' SQ.
25"
35" - 39' CUBED (1)
(4)-3/4.0
4 3/4'
30' 39" SQ. 28"
32'
43" SQ.
30'
40• - 42" CUBED1
()
(4}3/4'0
4 3/4"
34"
47" SQ.
32"
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ
STAINLESS STEEL, I.C.C. ESR- 1917 OR EQUAL
1) REQUIRES USE OF ALTERNATE FREESTANDING
BASE PLATE
36' 51" SQ. "
38" 55' SQ. 37"
40" 60' SQ. 39_
42" 64" SQ. 41"
44" 69" SQ. 43'
• CUBE FOOTING W/4' SLAB
q 7/16"0 HOLE
FOR 3/8" MB .56"
ASTM A500 GRADE B
INSTALL 1Y2" x 1Y2" x Y" HDG 1'125"
WASHER PLATE AT ANCHORS
.157"
TYP.J
USE FOR WOR 4"
STEEL POSTS 5.50"
2- 5/16"0 HOLES
NOTE: CONCRETE SLAB ANCHORS SHALL BE
%' DIAMETER SIMPSON STRONG -BOLT 2 SS
(ICC -ES ESR -3037)
STEEL "T" BRACKET
1/2, DEPTH OF I I w
FOOTING OR j
, 12' MIN. EMBD. I 0
0
Z
W
W
Z
? Z
W N
F l
0 ca
Q
j
O > m
as
h�
(a c(a
_ CL
�. STEEL POST ONLY:
"0 ZZ
O
w o
1
' I
USE POST TYPE
F, G. H. I,JORK,
a. w
00
I I
'
� Z =_
0 !s
1/2, DEPTH OF I I w
FOOTING OR j
, 12' MIN. EMBD. I 0
(3)-3/4-08
FOR POST TYPE F, G, H, I,
INTO FOOTING w i z
LLZ>>
pj
4J
.O048
�LLWO
Oow
i
LLczLL
Z w0.
0 ca
j
W
WQ
cl)
as
h�
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•75" BASE FLARES INSERT
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4" WIDE FOR 4" POST 1 Ya" 6Yi 1 Y"
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120 MPH
130 MPH
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2
3
3
3
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3
3
3
3
4
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5
5
6
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120 MPH
130 MPH
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2
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2
3
2
3
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2
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3
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19'-0"
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18'-0"
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21'-8"
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19'-9"
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14'-1"
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17'-2"
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17'-0"
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16'-6"
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13'-6"
19
13'-3"
30
G
16'-3"
21
E
16'-0"
32
G
15'-0"
20
C
15'-3"
31
G
17'-0"
21
E
16'-8"
32
-
1'-1 "
E12'V-_6
0'-1"
336
H
g'
7,-7„
13'-0"
22[---121-4--:-32
C
15'-8"
23
15'-0"
33
H
15'-0"
23
14'-3"
32
H
16'-4"
24
15'-7"
34
H
21'-1"
K
LL
12'-9"
20
12'-7"
30
15'4"
21
E
15'-14'-2"
333
G
14'-94,_2"
223
E
14'-63,_7"
331
G
16'-115'-7"
224
E
15'-14=10
333
H
0'-92"0,-0"
226
E
20'-49._1"
336
H
10,
0 0
6'-10"
10'
12'-3"
22
C
11'-9"
31
G
14'-10'
24
H
1
f cn
12'-211'-9"
223
12'-0"1.3"
331
14'-8
224
E
14'-fi
332
H
141
224
E
3'-103"-0"
331
G
15' 4,-10"
224
E
15'-14'-2"
333
H
19'-9"9,-1"
227
E
19'-6"8'-2"
335
11'
LU
Q
6'-2"
11,
C
`7
4,-2"
3,-7"
G
13'-7"
r
,_ „
11'-8"
20
11'-6"
31
G
14'-1"
22
E
13'-1
32
H
13'-6"
21
E
13'-3"
32
H
14'-9"
22
E
14'-6"
33
H
19'-0"
24
E
18'-8"
35
12
5 8
12
11'-3"
23
C
10'-9"
31
13'-7"
24
13'-0"
32
13'-0"
24
12'-0"
32
G
14'-2"
25
13'-7"
32
18'-3"
27
17'-6"
35
ThinkPad\Duralum\IAPMO 0195\2-28-14 D 3.dwg, 5/302014 6:42:23 AM, CutePDF Writer,