12-0944 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 8/20/12
Application Number: 12-00000944.
Owner:
Property Address: 47905 ROSEMARY ST
SIMO,ADRIAN M & CORINA S
APN: 649-470-021-52 -28601 -
47905 ROSEMARY ST
Application description: PATIO COVER - RESIDENTIAL
LA QUINTA, CA 92253
Property Zoning: MEDIUM DENSITY RES
D
A
Application valuation: 4895
AUGq A
G 20 2012
Contractor:
Applicant: Architect or Engineer:
CSER, RYAN GABOR
29811 CALLE COLINA
CITY OF LA QUINTA
CATHEDRAL CITY, CA 92234
FINANCE DEPT.
,l*
(760)861-8953
Lia. No.: 928413
--------------------------------------------------------------
' LICENSED CONTRACTOR'S DECLARATION
----------------=------------------
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Ihereby affirm under penalty of perjury one of the following declarations:
' Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
_ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
License Class: C29 D03 License No.: 928413
for by Section 3700 of the Labor Code, for the performance of'the work for which this permit is
Date: I_1Q11_<ontractor: -
issued.
_ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
/ -
Cade, for the performance,of the work for which this permit is issued. My workers' compensation
_
• OWNER -BUILDER DECLARATION -
insurance carrier and policy number are:
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
Carrier EXyL4PT Policy Number EXEMPT
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
person in any manner so as to become subject to the workers' compensation laws of California,
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
and agree that, if I should become subject to the workers' compensation provisions of Section .
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
- 3700 of the Labor Code, I shall forthwith comply with those provisions.
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).:
Date: 6,20. Applica -
' 1 _ 11, 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
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
and who does the work himself or herself through his or her own employees, provided that the
DOLLARS ($100,000). IN ADDITION TO THE COST OF.COMPENSATION, DAMAGES AS PROVIDED FOR IN
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. .
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.).
APPLICANT ACKNOWLEDGEMENT
(_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the,
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner -of
conditions and restrictions set forth on this application.
property who builds or. improves thereon, and who contracts for the projects with a contractor(s) licensed
1. Each person upon whose behalf this application is made, each person at whose request and for.
pursuant to the Contractors' State License Law.).
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
(_ 1 I am exempt under Sec. , B.&P.C. for this reason
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.
.Date: Owner:
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
• CONSTRUCTION LENDING AGENCY
permit to cancellation.
hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
I certify that I have.read this application and state that the above information is correct.' I agree to comply with all
work for which this permit is issued (Sec. 3097, Civ. C.).
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
of this county to enter upon the above-mentioned property for inspection purposes.„_.
Lender's Name:
QQ
xpate: Vt'Signature (Applicant or Agent): .1-7
- Lender's Address:
'
LQPERMIT
Application Number 12-00000944
Permit PATIO COVER PERMIT
Additional desc .
Permit Fee . .'. 72.00 Plan Check Fee
46.80
Issue Date . . . . Valuation
4895"
Expiration Date 2/16/13
Qty Unit Charge. Per
Extension
BASE FEE
45:00"
3.00 9.0000 THOU BLDG 2,001-25,000
27.00
Special Notes and Comments
(1) 116SF SOLID PATIO COVER AT SIDE YARD
AND -(1) 252SF TRELLIS PATIO COVER AT
COURTYARD [ENGINEERED] THIS -PERMIT DOES
NOT INCLUDE ELECTRICAL INSTALLATIONS.
2010 CALIFORNIA BUILDING CODES.
August 20, 2012 12:35:10 PM AORTEGA
----------------------------------------------------------------------------
Other Fees . . . . . . BLDG STDS ADMIN (SB1473)
1.00
STRONG MOTION"(SMI) - RES
.50
Fee summary Charged Paid Credited
Due
Permit Fee Total 72.00 .00 .00
72.00
Plan Check Total 46.80 :00 .00
46.80
Other Fee Total 1.50 .00 .00
1.50
Grand Total 120.30. ..00 .00
120.30
bin if
Permit #
a. Getgq
jC Project Address: 14 7 91 0 S
A. P. Number:
Legal Description:
Contractor: YA N
Address: 2 9 `1 Lp LCC
City. ST, Zip: Li�7
Telephone. 76 0 %S-1 BAs3
State Lic. # : 012,9j"' 3
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:
State Lic. #:
Name of Contact Person: J4 N
Telephone # of Contact Person: %/ i
Submittal Req'd
Plan Sets
Structural Calcs.
Truss Calcs.
Title 24 Calcs.
Flood plain plan
Grading plan
Subcontactor List
Grant Deed
II.O.A. Approval
IN HOUSE: -
Planning Approval
Pub. Wks. Appr
School Fees
City Of La Quinta
Building 81' Safety Division
P.O. Box 1.504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Trackin. Sheet
2 0 5 M Y wner's Name: f� o0z 1 M 'St M O
Address: Lf -7 10
City, ST, Zip: L_ VI nJT A
GA
2 elephone:
CO L I N W Project Description: 1 t-1 S+ fo
-++
1. .C1 �► 223y L uMat �., o c�
City Lic. #:
2
Total Permit Fees
Construction Type:
Cc c u P c ti.-
Project oJe
ct (circle rcl
Pe e one ).
New Add'e Alter Repair D emo
Sq. Ft.:
# Stories:
# Units:
I 6 1 8 S
Estimated Value of Project:
J
28 0�, Up
APPLICANT: DO NOT WRITE BELOW THIS LINE
Recd
TRACKING
PERMIT FEES
Plan Check submitted
Item
Amount
Reviewed, ready for corrections
.
Plan Check Deposit
Called Contact Person
Plan Check Balance
Plans picked up
Construction
Plans resubmitted
Mechanical
2nd Review, ready for corrections/issue
Electrical
Called Contact Person
Plumbing
Plans picked up
S.M.I.
Plans resubmitted
Grading
Jrd Review, ready for corrections/issue
Developer Impact Fee
Called Contact Person
A.I.P. P.
Date of permit issue
Total Permit Fees
E°❑ Associa
Desert Resort Management
August 13, 2012
Adrian and Corina Simo
47-905 Rosemary Street
La Quinta, CA 92253
RE: Miraflores — 47-905 Rosemary Street
Patio Shade Structure Installations
Dear Mr. and Mrs. Simo:
Your architectural request to install patio shade structures at the residence listed above has
been approved by the Board of Directors as submitted.
We trust that only licensed, insured contractors will be performing the work. Please be
reminded that any -damage to the common area due to construction should be repaired in a
timely manner.
• >; {fid. 1. NS
Thank you for your cooperation in filing for Architectural approval. If you have any
questions or need further assistance, please feel free to contact me via phone at
760.346.1161 or via email at MMezzanatto@drminternet.com.
Sincerely,
Melissa MezzanatNCCAM&--��
Community Association Manager
On Behalf of the Board of Directors
Miraflores Community Association
CC: Homeowner'File
k'rm? {� y� r :df �� ._ o_ ° ou�� r:j;d f�^ual.�' YP z. �' 105
e
42=635 Melanie Place;'Sbite 103 Palm Desert, CA 92211 Telephone 760-346-1161. Fax 760-346-9918 -Web wwwArminternet.com
Associa' I The leader in community association management I www.associaonline.com
r
�
r .
�a
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
SHEETINDEX:
SHEET # SHEET TITLE / DESCRIPTION
T-1 ........... TITLE SHEET / DESIGN LOADS
1 ............GENERAL NOTES
2 ............SOLID PANEL STRUCTURES
3 .......:....OPEN LATTICE STRUCTURES
4 ............PANEL SPANS TRI -V & W -PANEL
5 ............PANEL SPANS FLAT PAN
6 ............PANEL FASTENERS / FAN BEAM
7 ............RAFTER SPANS
8 ............COLUMN / POST TYPES
9 ............HANGER CHANNEL AND BRACKET ATTACHMENTS
10 ............COLUMN SURFACE MOUNT AND EMBEDMENT
11 ............BEAM TYPES
12 ............BEAM SPLICE DETAILS
13 ............BEAM TO POST ATTACHMENT .
14 ............LATTICE CONNECTIONS
15 ............MINIMUM REQUIRED COLUMNS
16 &17 ...... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# LL. 90 MPH
18 & 19 ....SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 100 MPH
20 & 21 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 110 MPH
22 & 23 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# LL 110 MPH
24 & 25 ..... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 309 L.L. 110 MPH
26 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 90 MPH
27 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 100 MPH
28 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 110 MPH
29 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 110 MPH
30 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 30# L.L. 110 MPH
31 ............SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 90-110 MPH
32 ............SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 90-110 MPH
33 ............INSULATED ROOF PANEL CONNECTIONS
"CALCULATIONS PREPARED BY A REGISTERED DESIGN
PROFESSIONAL SHALL BE SUBMITTED TO THE BUILDING
OFFICIAL DEMONSTRATING THAT THE DESIGN SNOW LOADS
DO NOT EXCEED THE ALLOWABLE ROOF SNOW LOADS
SPECIFIED ON THE PLANS; AND THAT CALCULATIONS SHALL
ADDRESS THE SNOW LOAD PROVISIONS OF IBC/CBC SECTION
1608, INCLUDING, BUT NOT LIMITED TO, RAIN -ON -SNOW
SURCHARGE LOAD, UNBALANCED SNOW AND SNOW DRIFT."
DESIGN REQUIREMENTS;
RESIDENTIAL APPLICATIONS - CBC AND IBC CHAPTER 16, CBC & IBC APPENDIX CHAPTER I,
CRC AND IRC APPENDIX CHAPTER H.
ROOF LIVE AND SNOW LOADS: 10, 20 AND 30 POUNDS PER SQUARE FOOT.
COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16.
ROOF LIVE AND SNOW LOADS:
ADDITIONAL DESIGN REQUIREMENTS -
1. TABULATED SPANS FOR SNOW LOADS ARE BASED ON Pf AT THE ROOF EQUAL TO 20 OR 30 p91.
2. BASIC WIND SPEEDS: 90, 100, 110 MPH, EXPOSURES B AND C.
3. WIND OCCUPANCY CLASSIFICATION AND IMPORTANCE FACTOR: II, 1.0.
4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER.
5. SEISMIC DESIGN PARAMETERS:
IMPORTANCE FACTOR: 1.0
SITE CLASS: D
SEISMIC DESIGN CATEGORY: D
MAPPED SPECTRAL RESPONSE COEFFICIENTS: S.- 1.25, S, = 0.5, S08 = 0.84, S. 0.50
RESPONSE MODIFICATION FACTOR, R:1.5
6. EQUIVALENT LATERAL FORCE PROCEDURE.
7. DESIGN ASSUMPTIONS:
A. MAXIMUM BUILDING HEIGHT (AVERAGE): 19'
B. MINIMUM COVER SIZE: V BY V
C. LEAST BUILDING WIDTH: 30'
8. ROOF BEAMS CONTINUOUS OVER ONE INTERIOR SUPPORT COLUMN ONLY SHALL BE SPLICED
AT THIS COLUMN. BEAMS CONTINOUS OVER 2 OR MORE COLUMNS DO NOT REQUIRE
SPLICING.
A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION:
EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVIP
INCLUDE ONLY THE PERTINENT SITE-SPECIFIC STRUCTURAL
WITHIN THIS IAMPO-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.
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERM 0195
DATE: 412612011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
TITLE SHEET
10, 20 8 30 pal
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO
DESIGN LOADS
HORIZ. WIND •
6269 ALPINE AVE.. SACRAMENTO. CA 95626
SHEET T-1
REVISED BY:
CUCAMONGA, CA (951) 741.2107
90,1008110 MPH
(918) 452-7021 FAX 403.1519 salsa®duralum.com
7 ATTACHMENT CHANNEL
ALUMINUM' SEE DETAIL
ROOF PANEL
SEE SCHEDULE
FOR SPANS
O.
"O.H " NOT TO EXCEED 25%
OF SPAN
II
j 1 SEE DETAIL FOR SPLICE
* SO. POSTS, SIZE VARIES ----4r
NUMBER OF REQUIRED COLUMNS WHEN USING 2"X 6 1/2' SIDE PLATES.
SOLID PANEL TYPES
PRO E f
OPTIONAL: CANTILEVER
SEE SCHEDULE FOR
POST SPACING
25i OF
j 3 1/2" SLAB SPAN D
ATTACHMENT ALTERNATE:
MAY BE USED SINGLE POST
WHERE PERMITTED. SEE SCHEDULE
l+ SEE SCHEDULE
MAX. HT.= 12' NOTE, NO POST AND APLICE END AT THII
FOOTING WHERE REQUIRED
S.
SEE SCHEDULE
FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER'05TION
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
I
{
i
N
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
ATTACHMENT CHANNEL
SEE DETAILS -
MIN. 0.25' SLOPE PER FT
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
* SO. POSTS, SIZE VARIES
3 1/2' SLAB
ATTACHMENT
MAY BE USED
WHERE PERMITTED.
SEE SCHEDULE
MAX. HT.=12'
FOOTING WHERE REQUIRED
SEE SCHEDULE
=�FEIR FOOTIN
G CUBE SIZE NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
ATTACHED MULTISPAN W/CANTILEVER OPTION
MIN. 0.25' SLOPE PER FT. 0 LFlIGT/IOF srRUCT'Re VARIES
"O.H " NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
DRAWN BY: E.N.
SEE DETAIL FOR SPLICE
LIVE LOAD.
POSTS,
SEFS
OPTIONAL: CANT VER BEAM
SEE SCHEDULE
POST
SEES
OPTI NAL: CANT LEVER BEA
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
Sq. POSTS, SIZE VARIES
FIFO S
POST SPACINOR
Sq. POSTS, SIZE VARIES NE0 Cl/vS
SE R
PASTS ACING
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741.2107
NORIZ. WIND =
90, 100 & 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 95626
(878)452-7021 FAX 4017519 sales®Aurelum.eom
ALTERNATE:
25Y OFsp c
ALTERNATE:
5� OFspf O
3 1/2" SLAB SINGLE POST
MAV BG VtLD SFF gr F
AN N
3 1/2' SLAB SINGLE POST
MAY DE UTED SEE SCHEOULE
i
N
TO CONSTRAIN
FOOTING, SEE
NOTE O SPLICE AT THIS
PT DAT END BAYS.
OS
TO CONSTRAIN
FOOTING, SEE
NOTE O SPLICE ACHIS
POST DAT END BOYS.
SCHEDULE
SCHEDULE
FOOTING WHERE REQUIRED
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
SEE SCHEDULE FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER -
1/2 x 9' STEEL ROD
NOTE: EACH COMPONENT IS INTER-
1/2 x 9' STEEL ROD
CHANGEABLE WITH ANY OTHER
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C' FREESTANDING W/CANTILEVER OPTION
TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD.
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN 0195
DATE: 4/26/2011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID PANEL
STRUCTURES
70, zo 8 ao val
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741.2107
NORIZ. WIND =
90, 100 & 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 95626
(878)452-7021 FAX 4017519 sales®Aurelum.eom
SHEET 2 OF 33
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:
GOVERNING CODES:
1. THE DESIGN COMPLIES WITH THE 2009 INTERNATIONAL BUILDING CODE, 2009 INTERNATIONAL RESIDENTIAL CODE, 2010 CALIFORNIA BUILDING & RESIDENTIAL CODES, ASCE/SEI 7 -05 -MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2005 ALUMINUM MANUAL -ADM 1-05.
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.
8. ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL, EXCEPT WHERE NOTED IN THIS REPORT.
7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
8. AN ATTACHED PATIO COVER MAYBE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3112 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH OF
ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS.
9. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL 8 USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO.
10. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 8 1605.3.2.
DESIGN CONSIDERATIONS:
11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT.
12. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET.
13. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET.
14. COVERS ARE DESIGNATED 'RIDGED BUILDINGS' AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13.
15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI T. SECTION 8.5.7.1.
16. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS 'OPEN STRUCTURES' IN ACCORDANCE WITH ASCE/SEI 7, SECTION 8.5.13,
EXCEPT WHERE NOTED IN THIS REPORT,
17. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1).
18. THE RATIO (L/P), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1).
MATERIAL SPECIFICATIONS:
19.13
9. BEAMS SHALL BE SPLICED OVER THE CENTER SUPPORT ONLY OF A THREE POST CONDITION.
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 1808.2 AND SECTION 1806.3.4.
23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. 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 POWERS WEDGE -BOLT+ STAINLESS STEEL (ICC -ES ESR -2526 FOR CONCRETE AND FOR MASONRY).
26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1978 OR APPROVED EQUAL.
27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH RESIDENTIAL PATIO COVERS ONLY.
28. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2, EXCEPTION 2.
29. SIMPSON SDS25412 AND SDS25600 SCREWS SHALL BE IN ACCORDANCE WITH ICC -ES EVALUATION REPORT ESR -2238.
TABLE 1 - REDUCTION FACTOR APPLICABLE , Q�tOfESkv\�
TO MULTIPLE SPAN CONDITIONS FOR ROnF PANCI a a I
ROOF LIVE
LOAD. PSF
WIND SPEED AND EXPOSURE
90 MPH 100 MPH 110 MPH
EXP. B
EXP. C EXP, B EXP. C EXP, B
EXP. C
10
1.00
0.90 1.00 0.80 0.90
0.75
H3020
1.00
1.00 1.00 1.00 1.00
0.90
1.00
1 1.00 1 1.00 1.00 1.00
1.00
DRAWN BY: E.N.
IAPMO ERN 0195 DATE: 4/28/2011
SCALE: NONE
REVISED BY:
TOM CAMPBELL 8 ASSOCIATES, INC.
CIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RANCHO CUCAMONGA. CA (851( 741-2107
NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED
LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY:
GENERAL NOTES 10.20 6 30 psf DURALUM PRODUCTS, INC.
HORIZ WIND 8288 ALPINE AVE.. SACRAMENTO. CA 85828
80.1008110 MPH (918)452-7021 FAX 4031519 salalr&du l -._a,.. SHEET 1 OF 33
R SEE TABLE—*-SEE-SHT:16"FOR-MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2" X 6 1/2` SIDE PLATES.
FOR SIZE OPEN LATTICE TYPES
AND SPACING � \ F'r/ST/HO al"
MAX PROD. \`/StN'O n-• THIS OPEN MAY NOT BE COVERED. E STRUCTURE SEMS SLIPIRoJ
EDULE t0
SEE SCHEDULE B`20 - \
MAX. �j
O.H. 4VG \ RAFTER SEE TABLE y/
25% OF SPAN O• \ FOR 312E
AND SPACING
F
NOTE: EACH COMPONENT IS INTER- 3 MAY
BLAS ATTACHMENT -POST WITH SIDE PLATES 1F
MAV BE USED WHERE 1 SFF TSp SEE DETAIL
CHANGEABLE WITH ANY OTHERCOM ONTE T UNLESS OTHERWISE SHOWN. SFFt4g r SEE PERMITTED. / t��F°ihO
NOTE_ : EACH COMPONENT IS INTER- �<3 r SLAB ATTACHMENT
BE USED WHERE
FOOTING WHERE REQUIRED, �' " LE WITH ANY OTHER •SFLc r
4PATTICE
PERMITTED.
SEE SCHED. iOR FOOTING CUBE SRE UNLESS OTHERWISE SHOWN. '1SSEESCHEDULE
OPEN LATTICE -TYPE PATIO COVER~ jCeOT •THIS OPEN E COV E -TYPE STRUCTURE ,/" --ui9 OTING WHERE REQUIRED,
SCALE: NTS MAVAOjBE COVERED. 1�."„ SCHED. FOR FOOTING CUBE SIZE
-TYPE E -ATTACHED -SINGLE SPAN LATTICE:STRUCTUF2 PE "F” ATTACHED MULTSTRUCTURE
3-7948
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT BE COVERED.
RAFTER SEE TABLE
FOR SIZE
AND SPACING .
MAX. O.H. OOH
25% OF SPANT/l I
LENGTH OF STRUCTURE VARIES
NOTE: THIS
MAY
111111 SEE POST
MAX. O.H.
5% OF SP
LE.ilWii id' OTRUOTURO'JANI:B
MAX PROD.
SEE SCHEDULE
�U TO
MAY TRAI
NOTE: EACH COMPONENT IS INTER- To CONSTRAIN
CHANGEABLE WITH ANY OTHER SF St a FOOTING, SEE P D
COMPONTENT UNLESS OTHERWISE SHOWN. Ftq&F / SCHEDULE NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER SFFt a
OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED COMPONTET UNLESS OTHERWISE SHOWN.
SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN
POST CRE
SEE POST
3 112. SLAB
MAY BE USED
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHED. FOR FOOTING CUBE SIZE
fTICE STRUCTURE
VQ9C/G I#
TOM CAMPBELL 8 ASSOCIATES, INC.
1
LIVE LOAD .
O� MAX O.H.
R% OF BPAN
IAPMO ERp 0195
r
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
I
4/
C
DURALUM PRODUCTS, INC.
SOC.
SCALE: NONE
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107
STRUCTURES
HORIZ. WIND a
90,100 9 110 MPH
8269 ALPINE AVE.. SACRAMENTO, CA 95828
(918) 452-7021 FAX 403-1519 eatee®dluatum.com
SHEET 3 OF 33
O N
LENGTH OF STRUCTURE VARIES
POST WITH SIDE PLATES I
SEE DETAIL
LENGTH OF STRUCTURE VARIES
SFFTgS` qC/NO
F
NOTE: EACH COMPONENT IS INTER- 3 MAY
BLAS ATTACHMENT -POST WITH SIDE PLATES 1F
MAV BE USED WHERE 1 SFF TSp SEE DETAIL
CHANGEABLE WITH ANY OTHERCOM ONTE T UNLESS OTHERWISE SHOWN. SFFt4g r SEE PERMITTED. / t��F°ihO
NOTE_ : EACH COMPONENT IS INTER- �<3 r SLAB ATTACHMENT
BE USED WHERE
FOOTING WHERE REQUIRED, �' " LE WITH ANY OTHER •SFLc r
4PATTICE
PERMITTED.
SEE SCHED. iOR FOOTING CUBE SRE UNLESS OTHERWISE SHOWN. '1SSEESCHEDULE
OPEN LATTICE -TYPE PATIO COVER~ jCeOT •THIS OPEN E COV E -TYPE STRUCTURE ,/" --ui9 OTING WHERE REQUIRED,
SCALE: NTS MAVAOjBE COVERED. 1�."„ SCHED. FOR FOOTING CUBE SIZE
-TYPE E -ATTACHED -SINGLE SPAN LATTICE:STRUCTUF2 PE "F” ATTACHED MULTSTRUCTURE
3-7948
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT BE COVERED.
RAFTER SEE TABLE
FOR SIZE
AND SPACING .
MAX. O.H. OOH
25% OF SPANT/l I
LENGTH OF STRUCTURE VARIES
NOTE: THIS
MAY
111111 SEE POST
MAX. O.H.
5% OF SP
LE.ilWii id' OTRUOTURO'JANI:B
MAX PROD.
SEE SCHEDULE
�U TO
MAY TRAI
NOTE: EACH COMPONENT IS INTER- To CONSTRAIN
CHANGEABLE WITH ANY OTHER SF St a FOOTING, SEE P D
COMPONTENT UNLESS OTHERWISE SHOWN. Ftq&F / SCHEDULE NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER SFFt a
OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED COMPONTET UNLESS OTHERWISE SHOWN.
SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN
POST CRE
SEE POST
3 112. SLAB
MAY BE USED
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHED. FOR FOOTING CUBE SIZE
fTICE STRUCTURE
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD .
PATIO COVER SYSTEM AS MFG. BY: .
IAPMO ERp 0195
DATE:412612011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
ppEN U1T710E
10, 209 30 pal
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107
STRUCTURES
HORIZ. WIND a
90,100 9 110 MPH
8269 ALPINE AVE.. SACRAMENTO, CA 95828
(918) 452-7021 FAX 403-1519 eatee®dluatum.com
SHEET 3 OF 33
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C
25" 67„ T=SEE TABLE BELOW 43_5"—z{}t, qp" �7T"
0"—� 40" j-
2.46" 170" q�•
.40" 25
1.48 3.00" I— 4.50° 4.50° —�-- 4.50" 4.5-40'( 040 y 40° '35"
3.00"
24.00"
ALUM. ALLOY 3004-1-136 OR EQUAL
24" TRI—"V" PAN (SEE NOTE 1 BELOW)
Ll,
(PSF)
PANEL"T"
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
10
t
r}s
.018
11'-9"
101-8"
11'-9"
9'-7"
10'-8"
8'-8"
10
.024
13'-9"
12'-7"
13'-9"
11'-3"
12'-6"
10'-3"
18'-8"
032
15'-1"
14'-6"
15'-1"
13'-0"
14'-5"
11'-9"
20'-11"
.018
91-8"
9'-8"
91S'
9'-7"
9'-8-
11'-10"
20
.024
11' 6"
11'-6"
1 V-6*
11'-3"
11'-6"
12'-10"
12'-10"
.032
13'-4"
13'-4"
13'-4"
13'-0"
13'-4"
11'-9"
15'-5"
.018
8'-5"
8'-5"
8'-5"
8'-5"
8'-5"
8'-5-
30
.024
10'-0'
10'-0'
10'-0'
10'-0'
10'-0'
10'-0'
10'-4"
.032
11'-7"
11'-7"
11'-7"
11'-7'
11'-2"
11'-2"
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1, SHEET 1.
ALUM. ALLUT JUU4-NJ0 UK tUUAL
12" x 3 1/2"W PANEL (SEE NOTE 1 BELOW)
L.L.=
(PSF)
PANEL -1-
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
10
t
r}s
.020
r14'-3"
14'-3"
14'-3"
14'-2"
14'-3"
12'-10"
.024
15'-7"
15'-7"
15'-7"
15'-7"
14'-1"
.032
18'-8"
18'-8"
18'-8"
18'-8"
18'-8"
17'-3"
.040
20'-11"
20'-11"
20'-11"
20'-11"
20'-11"
19'-9"
/
20
.020
11'-10"
11'-10"
11'-10"
11'-10"
11'-10"
11'-10"
.024
12'-10"
12'-10"
12'-10"
12'-10"
12'-10"
12'-10"
.032
15'5"
15'-5"
15'-5"
15'-5"
15'-5"
15'-5"
.040
17'-3'
17'-3°
17'-3"
17'-3"
17'-3"
17'-3"
30
.020
10'-4"
10'-4"
10'-4"
10'-4"
10'-4"
10'-4"
.024
11'-2'
11'-2"
11'-2"
11'-2"
11'-2"
11'-2"
.032
13'5"
13'-6"
13'-6'
13'-6"
13'-6"
13'-6"
[.040
15'-1"
15'-1"
15'-1"
15'-1"
15'-1"
15'-1"
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
UVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN 0195
DATE: 4262011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL SPANS
10. 20830 Pat
DURALUM PRODUCTS, INC
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107
HORIZ. WIND
70.90 8 110 MPH
8269 ALPINE AVE..AVESACRAMENT(916) 452.7021 FAX 403-1519 salesO, CA 95828
QOuralum.com
SHEET 4 OF 33
�= COLUMN / POST TYPES & SURFACE MOUNT -AND EMBEDMENT DETAILS
ALUM.'T'BRACKET USE WITH "
"T" BRACKET POST TYPE B.C.D.-OR E. STEEL POST ONLY:
Q 3 -SQ. POST W/ STEEL.•T"BRACKET USE WITH USE POST TYPE (3 5/8"0 BOLTS
(2)-1112 SMS EA. POST TYPE B.C,D•E.F,G,H,J OR K i F, G, H, J OR K FOR POST TYPE J _
3"SO. POST SIDE OF POST OR 3" s0. POST ALUM."RACKET:
USE (2�1/8'0 HILTI
1/4" M.B. THROUGH KWIK 90LTS OR EQUAL i i (2 112°0 BOLTS
' POST (
USE (2Hi/B 0 Hlln itwlK DOTING OR i ' FOR ALL OTHER
(21-1/4"0 POWERS WEDGE- SEE NOTES BELOW BOLTS OR EQUAL —12" MIN. EMBD. I i CONDITIONS
BOLTS+,OR EQUAL, EACH ! %2Y -EMBEDMENT DEPTH
BRACKET TO SLAB. 1KWIK BOLTS)
f MINIMUM DISTANCE TO r -
EDGE OF SLAB = 4" OR
TO CRACK = 10" ) _ d
(1 Y." MIN. EMBEDMENT) o
DETH a:
.w. , _ SLAB SHALL BE IN + v POURED CONCR
" GOOD CONDITION : , ` FOOTING SEE NOTE
31/2'MIN. FOR SIZE
• SEE FOOTING SONAR
(-----EXISTING-SLAB
DRAWN BY: E.N.
O
IN BEAM SPAN TABLE v
3" SQ: POSTS TO CONC. FOOTING
L LOAD -
"
w _
-S BASE PL!T
ATTACHED
ALTERNATE FTG.
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
CUBE SIZE
SO. 1B" DEEP
• CUBE FTG.
FOOTING SIZE
SINGLE POSTS
EMBED.
18" 18" SQ. 12" "
BOLTS
20"
21". SQ.
12"
23' 8 24" CUBE
(2}112"0
3 1/4"
22"
25" SQ.
16"
25" - 30' CUBE
(4}1rz"0
3 1/4'
24" 28" SQ. 20"
26"
32" SO.
23"
31" - 34" CUBE
(4}5/8.0
4-
28"
35" SQ.R34"
35'- 39' CUBE
(4}3/4'0
4 3/4•
30" 39" SQ.
32"
43" SQ.
9"
O
40"- 42• CUBE
(4}3/4.0
4 3/4" -
34"
47" SQ.
NOTES.
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
"
-
36" 51" $q,I.C.C.
38" 55' SQ. • 37"
40" 60" SQ. 39"
42" 64" SQ. 41"
44" 69" SQ. 43'
'CUBE FOOTING W/ 4• SLAB
I
NOTES:
ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
INSERT
X.188,
ASTM A36
STEEL
CONCRETE
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
T.O.C.
L LOAD -
"
w _
-S BASE PL!T
DATE: 412612011
SCALE: NONE •
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
W
ASTM A572 STEEL
DURALUM PRODUCTS, INC.
1(916)
t•
'
REVISED BY: -
RANCHO CUCAMONGA CA (951) 741.2107
x -LONG 1' •��;•
w,
3116-
3/18"
SHEET 10 OF 33
FROM END 3�41
OF POST .�".
co
3" POST (STL.) _ _
i^:�
SO.
.
OR FLUTED
POURED
SQUARE, SEE FTG.
OR 4' SQ. POST (STL.)
CONCRETE
SCHEDULE IN BEAM
'.INSERT
FOOTING
SPAN TABLE
_ SQUARE POST EMBED.
"
PL.5/8THK.
O
INTO FOOTING
9"
O
,112• 6• 1112•
-
_WELDED STEEL BASE PLATE Q
NOTES.
_
BASE PLATE SCHEDULE
.,
PLATE SIZE
MAYBE USED WITH POST TYPE, SEE SHT. 9
1. NOT USE ALUM"
•
9' SO. x 5/8'
B. C. D. F. G. 8 H
BR
BRACKET WITH 3X8 BEAM
FREESTANDING7"I-BEAMS.
.
WnNSERT,.MAc BEAM, 4- OR
k
BASE PLATE ANCHOR
2. POST TYPE E
BASE PLATE
ANCHOR BOLTS (SIZE 8 TYPE)
INSTALL WASHER PLATE.
2"XX-X5X'AT
STEEL T BRACKET.
(4)- 3/4.0 HILTI KWIK BOLT TZ STAINLESS
-
9"x9"x 5/8'
STEEL PER I.C.C. ESR -1917 OR EQUAL
3. POST TYPE F
=QT USE STEEL T
BRACKET W/7'1 -BEAM,
r
(4 3/4• EMBEDMENT DEPTH) +
P5 ( Oa4 tr -
r
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
COLUMN
L LOAD -
PATIO COVER SYSTEM AS MFG. BY:
•
IAPMO ERN 0195
DATE: 412612011
SCALE: NONE •
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
'. SURFACE,MOUNT
10, 20830 psf
'
DURALUM PRODUCTS, INC.
1(916)
'
REVISED BY: -
RANCHO CUCAMONGA CA (951) 741.2107
AND EMBEDMENT
HORIL WIND �
90, 100 8110 MPH
8289 ALPINE AVE., SACRAMENTO, CA 95828
452-7021 FAX 403-1519 salseQdurelum.com
SHEET 10 OF 33
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-1-136
_1.50
o ` WALL
`� " ri FASTENERS
SEE TABLE
1.75" O
ROLLFORMED HANGER
R.F. OR EXT. HANGER
CHANNEL, 2X OR 3X
RAFTER BRACKET.
ALUM. PANEL 2X OR—/
3x ALUM. RAFTER
FASCIA BOARD -
ALLOWABLE PROJ.
.281'
ALUM.ALLOY
.060
6083-T6
O
EXTRUDED HANGER CHANNEL
FASTENERS, SEE TABLE
A34 FRAMING ANGLE
r SEE TABLE
L- EXIST
EXISTING E.
(24" MAX.)
EXISTING EAVE CONNECTION
RAFTER
WALL FASTENERS
SEE TABLE
.25'R o
014 SMS Q PANEL
LOCKS OR #8 SMS
AT EA CONTACT
WIND
�;;2.714U
.20
ROOF PANEL
CONTINUOUS A. RAIL
3 (WHERE OCCURS)
LL=10 I LL=20 LL=30 LL=10 LL -20 LL=30 LL=10 LL=20 LL=:►O"
ALUM.ALLOY
#14 SMS ® EA CONTACT
r 6063-T6
WALL CONNECTION.
1O
ALUM.ALLOY
6063-T6
I.R. HANGERCO
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
WIND
�;;2.714U
DESIGN
T=.060"
w
LL=10 I LL=20 LL=30 LL=10 LL -20 LL=30 LL=10 LL=20 LL=:►O"
90
IJ
100
WALL FASTENERS
110
A B B C D D E E F
SEE TABLE
DESCRIPTION OF LAG SCREW SEE NOTE BELOW
14'-0"
A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24' O.C. MAX.
O
B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX
a
�
Ip Na
D=3/8'0 x 4" LAG SCREW AT EACH STUD
<N �
LL US
'E=3/8"0 x 1 118" AT 16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
APPROVED 3' OR 4'
ila
9'-4"
( INSUL ROOF PANEL
g
NOTCHED
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
WIND
AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED
DESIGN
16' O.C. CELL AT FASTENER) OR CONC.
LL=10
LL=10 I LL=20 LL=30 LL=10 LL -20 LL=30 LL=10 LL=20 LL=:►O"
90
A B B C D D E E F
100
A 8 B C D D E E F
110
A B B C D D E E F
14'-2"
DESCRIPTION OF LAG SCREW SEE NOTE BELOW
14'-0"
A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24' O.C. MAX.
wo
B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX
wed
C=SDS25412 AT EACH STUD, 16" O.C. MAX.
Ip Na
D=3/8'0 x 4" LAG SCREW AT EACH STUD
<N �
LL US
'E=3/8"0 x 1 118" AT 16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
2" x 6"V-6"
'F=3/8"0 x 1 1/8" AT 12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
9'-4"
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 26, SHEET 1
EXIST. RAFTER
3/4" OR 1 1/2"
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
LL=10
LL=20
LL --30
2" x 4"V-6"
16" O.C.
10.20 6 30 Daf
HORIL WIND •
18,-8"
18'-8"
14'-2"
2'-0'
14'-0"
12'-8"
9'-7"
FULL OR
SHEET 9 OF 33
24" O.C.
12'-5"
11'-8"
8'-10"
2" x 6"V-6"
2'-0"
9'-4"
7'4"
5'-7"
NOTCHED
2"x6" FULL OR
2"x8" NOTCHED
24" O.C.
2'-0"
19'-11"
19'4"
14'-8"
2"x8" FULL
2"x10" NOTCCHH ED
24" O.C.
2'-0"
31'-11'
31'-11"
25'-0"
NOTE: DESIGN LOADS AT EXISTING ROOF OVERHANG: RDL=15psf RLL=20psf
EXISTING LUMBER AT OVERHANG: #20 DF -L.
1 INCH MAXIMUM NOTCH AT WALL.
THE INSTALLATION OF LAG SCREWS $ WOOD SCREWS ARE REQUIRED TO
BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS),
11.1.3 AND 11.1.4, RESPECTIVELY.
THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SDS FASTENER
TO BE IN ACCORDANCE WITH THE LATEST ICC -ES EVALUATION REPORT.
10# L.L.=(2)#14 SMS EA SIDE
20#/30#LL.■(2)114 SMS EA. SIDE
U -BRACKET
EXISTING WOOD STUD FRAMING
14 SMS T
1.880' AT 12" D.C.C
1 1/4'
YP.
NOTE: PROVIDE WATER
PROTECTION, METAL FLASHING
CAUCK JOINTS AND SLOPE
v— TO DRAIN
FOR SPAN SEE ALLOWABLE
DECK/RAFTER SPAN TABLE
�I "L" 'I 2a6 OR 2"B LEDGER
2 EACH 1/4'0 x 3-1/2' LAG SCREWS L.L.=10 psf. .
2 EACH 7/16'0 x 3-1/2' LAG SCREWS L.L.=20 AND 30 psf (3}#84x TER W.S. }4114x1 3/4"
(2- MIN. PENETRATION INTO PATIO COVER
EXISTING WOOD STUD)
NOTE: USE LEDGER WHERE RAFTER SPACING
EXCEEDS EXISTING STUD SPACING NOTE: BRACKET
SEE aFOR ATTACHMENT NOTE: PLACE'SIKA FLEX" OR SIMILAR MAYBE MOUNTED
4 MATERIAL BETWEEN BRACKET AND COMP. BELOW RAFTER WI
RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL SAME CONNECTION'S.
WALL CONNECTION O O BRACKET CONNECTION
3/4" OR 1 1/2"
I
It
2'x6112'OR
PATIO COVER SYSTEM AS MFG. BY:
5" MIN. 3' x B' ALUM.
IAPMO ER# 0195
RAFTER
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
13/4' OR 1 1/2'
10.20 6 30 Daf
HORIL WIND •
EXISTING WOOD STUD FRAMING
14 SMS T
1.880' AT 12" D.C.C
1 1/4'
YP.
NOTE: PROVIDE WATER
PROTECTION, METAL FLASHING
CAUCK JOINTS AND SLOPE
v— TO DRAIN
FOR SPAN SEE ALLOWABLE
DECK/RAFTER SPAN TABLE
�I "L" 'I 2a6 OR 2"B LEDGER
2 EACH 1/4'0 x 3-1/2' LAG SCREWS L.L.=10 psf. .
2 EACH 7/16'0 x 3-1/2' LAG SCREWS L.L.=20 AND 30 psf (3}#84x TER W.S. }4114x1 3/4"
(2- MIN. PENETRATION INTO PATIO COVER
EXISTING WOOD STUD)
NOTE: USE LEDGER WHERE RAFTER SPACING
EXCEEDS EXISTING STUD SPACING NOTE: BRACKET
SEE aFOR ATTACHMENT NOTE: PLACE'SIKA FLEX" OR SIMILAR MAYBE MOUNTED
4 MATERIAL BETWEEN BRACKET AND COMP. BELOW RAFTER WI
RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL SAME CONNECTION'S.
WALL CONNECTION O O BRACKET CONNECTION
DRAWN E.N.E.
TOM CAMPBELL 8 ASSOCIATES, INC.
HANGER CHANNEL
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ER# 0195
DATE: 4(BY:
26/ 1
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
10.20 6 30 Daf
HORIL WIND •
OURALUM PRODUCTS, INC.
8269 ALPINE AVE., SACRAMENTO, CA 85826
1(916)452-7021
I
REVISED BY:
RANCHO CUCAMONOA CA (BSt) 741-2107
ATTACHMENTS
90, 100 & 110 MPH
FAX 403-1519--'-oQdumiu .com
SHEET 9 OF 33
L 10# L.L. 100 MPHFREESTAND"& ATTACHED OPEN LATTICE PATIOS 12- OR LESS EXP. B & C
THE
DRAWN BY: E.N.
3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM
DBL.2"x6.5"x.032" BEAM
DBL. 3"x8" BEAM
PATIO COVER SYSTEM AS MFG. BY:
c
7h1WMOER4oi95
COR 3"x8"BEAM 1
EACH w/ A 3"x8" STL. INSERT
}
MAX.POST
FREESTAND
ATT.
MAX.POST
r
p
MAX.COL.
FREESTAND ATT. MAX.POST MAXPOST FREESTAND ATT. FREESTANDF
MAX.POST
FREESTAND ATTACHED
MAX.POST
p
m —
SPACING
SPACING
SPACING
FTG.
SPACING SPACING
�G' MIN. MIN. SPACING MIN.SPACING
FTG. FOR DBL. FOR 3' x 8" FTG. FTC'' FTG'
MIN. MIN.
FTG. FTG'
m —
n 3
FTG.
MIN.
I—
ON SLAB*
(SPAN)
(IN.)
POST
(SPAN)
(IN.)
(IN.) pOST (IN.) 2'x6.5"x.032" BEAM (IN.) POST (SPAN) POST
(IN.) (IN.)
(SPAN) POST (IN.) POST
(IN.)
*
TYPE
TYPE TYPE TYPE
TYPE TYPE
4'
4'
17'-0" (
12'-0"
30
G
15 19'-7"
34
G
17 13'-4" 13'-10"
31
G
16 25'-5"
37
G
19 36'-0"
40
G
21
B
4
4-
`13'-7"
16 18'-6"
19 11'-0" 13'-1"
17 24'-0"
21 34'-0"
24
5'
11'-2"
30
G
15 17'-6"
33
G
18 11'-11" 12'-5"
31
G
16 22'-9"
36
G
20 32'-2"
39
C7
22 B
,
5
10'-9"
17 16'-6"
20 9'-10" 11'-8"
18 21'-6"
22 30'-5"
25 E
6'
11'-4"
10'-6"
29
G
16 16' 0"
33
G
19 10'-10" 11'-4"
30
G
17 20'-9"
35
G
20 29'-4"
38
G
23 B,
6
10'-1„
18 15'-1"
21 9'-0" 10'-8"
19 19'-7"
23 27'-9"
26--!:!--E`
7'
9'-8'
9'-11"
29
17 14'-10"
32
C7
19 10'-1" 10'-6"
29
G
17 19'-3"
34
C7
21 27'-2"
38
G
23 B
7-
9'-7"
19 14'-0"
21 8' 4" 9'-11"
19 18'-2"
23 25'-8"
26 E
8'
8'-6.,
9'-6"
9'
28
G
17 13'-1
31
G
20 9'-5" 9'-9"
29
G
17 18'-0"
34
G
21 25'-5"
37
G
24 B
8,
9'-2"
19 13'-1"
22 T-9" 9'-3"
19 17'-0"
24 24'-0"
27 E
9'
7'-7„
9'-2"
28
G
17 13'-1"
31
C7
20 8'-10" 9'-3"
28
G
18 17'-0"
33
G
22 24'-0"
36
G
24 E
9,
8'-10"
20 12'-4"
22 T-4" 8'-9"
20 16'-0"
24 22'-8"
27 F
10'
6'-9"
8'-10"
29
G
18 12'-5"
31
G
20 8'-5" 8'-9"
29
G
18 16'-1"
33
G
22 22'-9"
36
G
25 E
10'
8 -6"
20 11'-8"
23 7'-0" 8'-3"
20 15'-2"
25 21'-6"
28 F
11'
6,_2„
8'-7„
30
H
1820 11 -101,
30
2123 8'_0„ 81-4"7'-11„
30
H
1821 154,_6"
32
H
2325 21
35
H
2528–!z'--F—E11'
2”
20'-6"
12'
5'-8"
30
H
1921 11'-410'-8"
30
H
2123 7-8" 8 -0
30
H
1921 14,13'-10"
32
H
2326 20'-9'9,_7„
35
H
2629 E
12,
7'-9•,
6,�„ 7,_7„
F
13'
5'-2"7'-6"
"
PT
31
H
19 10'-10"
31
H
21 7'-5" 7'-8"
31
H
19 14'-1"
32
H
23 19'-11"
35
H
26 E
,
13
21 10'-3"
24 6'-1" 7'-3"
21 13'-4"
26 18'-10"
29 F
14'
4'-10"
-T-
32
H
1921 10'-69'-11"
32
H
'2124 7-0 7'-5"
32
H
1921 1312'-10.
32
H
2326 19'3"
34
H
2629 E
7'-2,
5'-11" 7,_0„
8,-2„
F
14,
15'
4'-6"
7 �6'-11 „
32
H
1922 10' 1 "9,_s„
32
H
224 6'-6" 7 -2"
p2-4t---6--8-
32
H
1922 --13'-21---1
12'-5"
32
H
2427 18'7"17'-6"
34
H
2730 E
15,
5 -8" 6 -9"
F
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE'
FIGURE INDICATES EXPOSURE B -a
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LATTICE
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
7h1WMOER4oi95
DATE: 4/20120/
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 6 30 paf
DURALUM PRODUCTS, INC.
I
REVISED BY:
RANCHO CUCAMONOA, CA (9S1) 741.2107
AND ATTACHED
101! L.L. 100 MPH
HORIZ. WIND =
90, 100 & 110 MPH
0269 ALPINE AVE.. SACRAMENTO, CA 95026
(916) 452-7021 FAX 403-1St9--les=ralum.eom
SHEET 27 OF 33
10# L.L_ 110 MPH FRFFSTANn k ATTAF-wmn norm 1 ATTInC I7ATlr%el I
v, "' arraudrvu UN tRISI INC; SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE'
FIGURE INDICATES EXPOSURE B -a
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
DRAWN 261 E.N.
DATE:: 11
TOM CAMPBELL 8 ASSOCIATES, INC.
LATTICE
POFREESTANDING SPACING �
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERp 0195
NON
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
F -/\r.
o a
u
REVISED BY:
3" SQ.
STEEL BEAM
DBL. 3"x8"x.042"BEAM
8268 ALPINE AVE., SACRAMENTO, CA 95826
DBL.2"x6.5"x.032"
BEAM
3"x8" BEAM
w/INSERT
DBL.
3"x8" BEAM
FAX 403-1519 salss@dumium.com
SHEET 280E 33
M:E}
OR 3"x8"BEAM
EACH w/
A 3"x8" STL.
}
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
FREESTAND
FREESTAND
FREESTAND
INSERT
ATTACHED
m o
MAX.COL.
ATT: MAX.POST MAX.POST
ATT.
MAX.POST
'ATT.
3
SPACING
ON SLAB*
SPACING
(SPAN)
SPACING
�C"' (SPAN)
SPACING SPACING
FTG. FOR DBL. FOR 3" x 8'
FTG, SPACING
MAX.POST
SPACING
p
FTC'•
POST
�C''
FTG.
MIN.
FTG
IN.
MIN.
MIN.
(IN.)
TYPE
(IN')
(IN')
POST
TYPE
(IN.) 2"x6.5 -x.032' BEAM
(IN.)
POST
TYPE
(IN.) ( )
(IN.)
POST
FTG.
(IN.) (SPAN)
FTG.
(IN.)
POST
FTG.
(IN.) POST
4
17'-0'
11'-9"
31
G
16 19'-1"
36
H
18 12'-1" 13'-s"
33
H
16 24'-10"
TYPE
20 35'-1"
TYPE
TYPE
23
11'-3"
18 17'-10"
21 9'-10" 12'-7"
18 23'-2"
38
H
23 32'-9"
42
H
25 B
4'
5'
13'-7"
10'-11"
31
G
16 17'-1"
35
H
19 10'-10" 12'-1"
32
H
17 22'-2"
21 31'-4"
24 B
10'-5"
18 15'-11„
22 8'-10" 11'-3"
19 20'-8"
37
H
24 29'-3„
41
H
2s E
5
6'
11'-4"
10-4-9'-10"
30
G
1719 15'-714
34
H
2022 9'-10"
31
H
1820 20'18'-11
2224 28'-
2427 B
-6"
8 _j..11'-0"10'-3"
^
37
H
26,-9"
40
H
E
6,
,
7
9'-8"
9'-9"
30
G
18 14'-5"
33
H
20 9'-2" 10'-2"
30
H
18 18'-9"
22 26'-s"
25 B
9,�„
20 13'-5"
23 7'-5" 9'-6"
20 17'-6"
36
H
25 24'-s"
39
H
28 E
7'
8'
8'-6"
9,4„
8-11"
30
G
18 13'-6"
20
33
H
21 8'-7" 9'-6"
30
H
18 17'-6"
35
H
23 24'-10"
25 B
12'-7"
23 7'-0" s'-11"
21 16'-4„
25 23'-2"
38
H
29 E
8
9'
7'-7„
9'-0'8,-7"
30
G
12, 12'-9;
32
H
2124 8'-1" 9,_0„
30
H
1 21 16'-65
35
23 23
2629 E
10"
6.7„ 8'-5"
5"
H
6 21'-10"
38
H
F
9,
10
6'-9"
8'-8"
31
G
19 12'-1"
32
H
21 7'-8" 8'-6"
31
H
19 15'-8"
24 22'-2"
26 E
8'_2..
21 11'-3"
24 6'-3" 8'-0"
22 14'-8"
34
H
26 20'-8"
37
H
30 F
1 ��
11'
6'-2"
8'-4"
7'-10"
31
H
19 11'-6"
22
31
H
22 7'-3" 8'-2"
31
H
19 14'-11"
34
H
24 21'-2"
27 E
10'-9"
24 5'-11" 7'-7"
22 13'-11"
27 19'-s"
37
H
30 F
11
12'
S'-8"
8'-0^
7'_6"
32
H
20 11'-0^
22
32
H
22 7'-0" 7'-9"
32
H
20 14'-4"
33
H
24 20'-3"
27 E
10'-3"
25 5'-8" 7'-3"
22 13'-4"
27 18'-11"
37
H
31 F
12
13'
5'-2"
7'-8"
7,-2"
33
H
20 10'-7"
23 9'-10"
33
22 6'-8" 7'-6"
33
20 13'-9"
33
J
2528 19'-;'8,_2„
E
2831
25 5_g„ 7,_0„
22 12'-10^
36
F
13'
14'
4'-10"
7'-5"
6'-11"
33
H
20 10'-2"
23
33
J
23 6'-5" 7'-3"
33
J
20 13'-3"
33
J
25 18'-9"
28 E
9'-6"
25 5'-3" 6'-9"
23 12'-4"
28 17'-6"
36
J
31 F
14
15'
4'-6"
7-2"6-5"
34
H
2123 9'-10"9,-2„
34
2 26 6-3" 7'-0"
34
120_ 12
25 18'-1"
28 E
5,-1" 6,-6^
23 110-11,.
34
28 16'-11"
35
J
32 F
15'
v, "' arraudrvu UN tRISI INC; SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE'
FIGURE INDICATES EXPOSURE B -a
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
DRAWN 261 E.N.
DATE:: 11
TOM CAMPBELL 8 ASSOCIATES, INC.
LATTICE
POFREESTANDING SPACING �
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERp 0195
NON
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10,20 d 30 Dal
DURALUM PRODUCTS, INC.
1(916)452-7021
REVISED BY:
RANCHO CUCAMONOA CA (851)741-2107
AND ATTACHED
HORIZ. WIND s
8268 ALPINE AVE., SACRAMENTO, CA 95826
10#LL. 110 MPH
90.1006110MPH
FAX 403-1519 salss@dumium.com
SHEET 280E 33