12-0661 (PAT),-S
P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 12 -00000661 -
Property Address: \-43856 BORDEAUX DR,
APN: 609-600-036-
Application
09-600-036 Application description: PATIO COVER - RESIDENTIAL
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 3631
Applicant: J
T4ht 4 4 Q*&
Architect or Engineer:
01 Pe
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licen d under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Pro sionals Code, and my License is in full force and effect.
License Class: B C39 C4 License No.: 517575
Date: J ontractor
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of .perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
(_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or.improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_) 1, 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 contractors) licensed
pursuant to the Contractors' State License Law.). ,
I—) 1 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: vL
LQPERMIT
Owner:
JANI GOLDBERG
43856 BORDEAUX DRIVE
LA QUINTA, CA 92253
Contractor:
ROOMS N COVERS ETC
840 S. ROCHESTER AVE #C
ONTARIO, CA 91761
(909)390-0555
Lic.,: No.: 517575
VOICE (760) 777-7012
FAX (760) 777 -7011 -
INSPECTIONS (760) 777-7153
�J
Date: 6/14/12
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 EXPLORER INS Policy Number WSA500038603
_ 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 t he workers' comensation I of California,
and agree that, if I should become subject to a orkers' co n tion p visio s of Section
00 of the Labor Cod all f hw' with th ro sions
Date:1 %pplicant:
WARNING: FAILURE TO SECUR W RS' COMPENSATION C IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agre to comply with all
city and county ordinances and state laws relating to buildin construction, hereby au riz representatives
this county o e;S'
upo the above-mentioned prop y f r i e ses.
Date: i nature (Applicant or Agent)'
Application Number . . . . . 12-00000661
Permit . . . •ELEC-MISCELLANEOUS
Additional desc .
Permit Fee 19.50 Plan Check Fee
4.88
Issue Date Valuation . . .
. 0
Expiration Date 12/11/12
Qty Unit Charge Per
Extension
BASE FEE
15.00
6.00 .7500 PER ELEC DEVICE/FIXTURE IST 20
----------------------------------------------------------------------------
4.50
Permit . . . PATIO COVER PERMIT
Additional desc .
Permit Fee . . . . 63.00 Plan Check Fee
40.95
Issue Date . . . . Valuation
3631
Expiration Date 12/11/12
Qty Unit Charge Per
Extension
BASE FEE
45.00
2.00 9.0000 THOU BLDG 2,001-25,000
18.00
-----------------------------------------------------------------------------
Special Notes and Comments
273 S.F. SOLID ALUMINUM PATIO COVER.
INCLUDES ELECTRICAL FOR 1 FAN, 1 SWITCH,
2 LIGHT STRIPS, 2 LIGHTS. 2010 CODES:
----------------------------------------------------------------------------
Other Fees . . . . BLDG STDS ADMIN (SB1473)
1.00
STRONG MOTION (SMI) - RES
.50
Fee summary Charged Paid Credited
---------------------------------------------------------
Due
Permit Fee Total 82.50 .00 .00
82.50
Plan Check Total 45.83 .00 .00
45.83
Other Fee Total 1.50 .00 .00
1.50
Grand Total 129.83 .00 .00
129.83
LQPERA1IT
OWNER
ADDRESS
CITY
LOT NO.
G-1d� .� -7sG`'C\'\
(� d�N ZIP9z-zs-3 PHONE
TRACT APN
CONTRACTOR
ROOMS N' COVERS
840 S ROCHESTER AVE #C
ONTARIO, CA 91761
LIC. B-517575
909-390-0555
WORK COMP
ICW GROUP
WSA5000386-03
EXP6/14/2013
CITY OF LA QUINT �
BUILDING & SAFETY DEP
APPROVED
FOR CONSTRUCTION
DA lP / y �2 BY )(:�K
PROPOSED ADDITION(S) 2:13v
LA
v 0
* bfxC-
C-1 O1 d
ly`
20\
'S,
s'
6/4/12 be3c5fa3-65c2-4a88-9074-Oea6d0900b22_project approved.html
Esplanade
c/o Desert Resort Management, Inc.
42635 Melanie Place
Paha Desert, CA 92211
Customer Care: 760-346-1161 Fax: 760-346-9918
Website: www.drmintemet.com
Date: Jun 04, 2012
Project Ref [74039938] 43856 Bordeaux Dr
Jam Goldberg
43856 Bordeaux Drive
La Quinta CA 92253
Dear Jani,
I am pleased to inform you that the Esplanade Architectural Committee has approved your
application for the listed project item(s):
Extend existing patio. cover
The approval is contingent upon compliance with the specifications set forth in the approved
application. If your change or addition requires a county, city or state permit, it is the responsibility of
the homeowner to obtain this before starting construction.
Please retain this letter in your files. If you have any questions regarding this matter, please
contact Customer Care at 760-346-1161 or e-mail us at.
Sincerely,
Esplanade
***ESTE DOCUMENTO ES MUY IMPORTANTE. SI USTED NO PUEDE LEER INGLES,
POR FAVOR CONSIGA A ALGUIEN PARA QUE LE TRADUZCA ESTE
DOCUMPENTO * *
C:/Users/sadams/AppData/Local/... /be3c5fa3-65c2-4a88-9074-Oea6d0900b22_project approved.html 1/1
13rn.#
CIS}/ 0 . Quinta
BU1wg &r 5arety Div 6n
P.O. Box 1504,78-495 Calle Tamplcd
La.Qtdnta, CA 92253 -:(760) 777-7012
Building Permit Application and Tracking Sheet
PermJt # �'
Project Add=-. y �O10 �JPX t�X r . ,
OwneesName:.
A. P. Number:
Address: C41SOSTIp
Legal Description:
City, ST, Zip:
/
Contractor. �a'O �S �1 �V W�"j
Telephone:
�i. �,
Address: S. �C Lb - '^L
Project Description: k%4 `Y. 19• tOy c�jd��
City. ST, Zip: f `ice G:k 9 ( Lal
/���0
ITM VJYti 1 OV�n�
Telephon 02 -01 91 lJl7 �� •'�� 1 Vl.
Sta�_t[Le Lia # : . City Lic
�y`(�
Arch, EW., Designer: 1�1
Address:
City., ST, Zip:
Telephone:
State Lia M
Name of Contact Person: Cv r�� �
Construction Type:. Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft.: Z-1 % # Stories: # Unitx
Telephone # of Contact Person:(. CJCPj.
Estimated Value of Project: 41 000
APPLICANT: DO NOT WRITE BELOW THIS UNE
N
Submittal
Req'd
Reed
TRACKING PERMIT FEES-
Plan Sets
Plan Check submitted Item Amount
Structural Cala.
Reviewed, ready for corrections Plan Check Deposit. .
Truss Cala.
Called Contact Person Plan Check Balance.
Title 24 Cales.
Plana picked up Construction
Flood plain plan
Plans resubmiffed.. Mecharileal
Grading plan
2" Review, ready for correctionewsue Electrical
Subcontactor List
Called Contact Person Plumbing '
Grant Deed
Plans picked up BMJ•
H.O.A- Approval
Plans resubmitted Grading
IN ROUSE:-
'^' Review; ready for cormcdonsAssue Developer Impact Fee
Planning Approval
Called Contact Person AXP.P.
Pub. Wks. Appr
Date of permit Issue
School Fees
Total Permit Fees
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
��atNEERS�.
SHEET INDEX :
SHEETS SHEET TTTLE I DESCRIPTION0c ; • THOMAS 1. •';
T-1......_TITLE SHEET /DESIGN LOADS a; CAMPBELL
•
I ........ _GENERALNOTES •
2 .......... SOLED PANEL STRUCTURES LL. XP:
3 ........._.OPEN LATTICE STRUCTURES
4 ..........PANEL SPANS TRl-V & W -PANEL I IL
5 ............PANEL SPANS FLAT PAN • •.'..
S..",
.......PANEL FASTENERS I FAN BEAM `
I ..... ...._RAFTERSPANS � � �'la
8_*
........._COLUMN 1 POST TYPES
9 ........._HANGER CHANNEL AND BRACKET ATTACHMENTS I
10 .........._COLUMN SURFACE MOUNT AND EMBEDMENT
11 .........._BEAM TYPES
12 ........._BEM! SPLICE DETAILS
13 .......... _BEAM.TO POST ATTACHMENT
M ........._LATTICE CONNECTIONS
IS_ MINIMUM REQUIRED COLUMNS
18 &17 ..SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 100 L.L. 90 MPH
18 319 ....SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 101E L.L. 100 MPH
20 3 21..—SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 100 L.L. 110 MPH
22 3 23__.SOUD POST SPACING TABLE FREESTANDING AND ATTACHED 200 LL 110 MPH
24 3 25-..SOUD POST SPACING TABLE FREESTANDING AND ATTACHED 300 L.L. 110 MPH
28 ............ LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 100 L.L. 9D MPH
27 .......... _LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 100 L.L. 100 MPH
2a.- IATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 100 L.L. 110 MPH
29 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 200 L.L. 110 MPH
30 ........... LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 300 L.L. 110 MPH
31 ............SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 200 LL 90.110 MPH
32 ........:...SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 200 L.L. 90.110 MPH
33 ............INSULATED ROOF PANEL CONNECTIONS
1
DESIGN REQUIREMENTS:
RESIDENTIAL APPLICATIONS • CBC AND IBC CHAPTER 18, CBC d IBC APPENDIX CHAPTER 1,
O CRC AND IRC APPENDIX CHAPTER H.
.h ROOF LIVE AND SNOW LOADS: 10, 20 AND 30 POUNDS PER SQUARE FOOT.
• z COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 18.
W. ROOF LIVE AND SNOW LOADS:
"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."
DRAW BY: E.N. TOM CAMPBELL 3 ASSOCIATES. INC.
DAM* 402 Mot t
14PM0 ER/0f0y SCALE: HQxf COMMERCIAL AND RESIDENTIAL STRUCTUMLEN4tNEERWO
REMEOBY: RANCHO CUCAMONGA, CA (931)74t-2107
ADDITIONAL DESIGN REQUIREMENTS -
1. TABULATED SPANS FOR SNOW LOADS ARE BASED ON PI AT THE ROOF EQUAL TO 20 OR 30 pat.
2. BASIC WIND SPEEDS: 90, 100, 110 MPH, EXPOSURES B AND C.
3. WIND OCCUPANCY CLASSIFICATION AND IMPORTANCE FACTOR: 11, 1A.
4. SEISMIC BASE SHEAR 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER.
S. SEISMIC DESIGN PARAMETERS:
IMPORTANCE FACTOR: 1.0
SITE CLASS: D
SEISMIC DESIGN CATEGORY: 0
MAPPED SPECTRAL RESPONSE COEFFICIENTS: S.- 1.25, S. a 0.5, S. = 0.84, Sp = 0.50
RESPONSE MODIFICATION FACTOR FL -1.5
8. EQUIVALENT LATERAL FORCE PROCEDURE_.
7. DESIGN ASSUMPTIONS:
A. MAXIMUM BUILDING HEIGHT (AVERAGE): 19'
B. MINIMUM COVER SIZE: 9 BY 8'
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 00 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 FORA
BUILDING PERMIT MUST INCLUDE THE FOLLOWING INFORMATION FROM THIS
EVALUATION REPORT:
A TITLE SHEET AND GENERAL NOTES:
B. STRUCTURAL CONFIGURATION (1.0.. SOLID OR LATTICE ROOF, FREESTANDING OR
ATTACHED).
C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER ANOIOR PANEL
SPAN TABLES.
0. TYPE OF HEADER, POST TYPE 3 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.
LIVE LOAD • IrAllU W VCK STbTEM AS MFG. BY:
nrLE snEET 10, 20 e w pit DURALUM PRODUCTS, INC.
DES76N LOADS HORM WIND s 6M ALPINE AVE, SACRAMENTO. CA Vi8t8
oo,tooallow" (9141452.7021 FAx.at,,,o SHEET T-1
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:
QOVERNWO CODES :
1. THE DESIGN COMPLIES WITH THE 2009 INTERNATIONAL BUILDING CODE. 2009 INTERNATIONAL RESIDENTIAL CODE, 2010 CALIFORNIA BUILDING & RESIDENTIAL CODES, ASCEISEI 74)5.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 SMALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES.
S. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SMALL 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. 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 MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 112 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 6 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 & 1605.3.2.
DESIGN CONSIDERATIONS:
11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 114 INCH PER FOOT.
12. MINIMUM PATIO COVER SIZE: 60 SQUARE FEET.
13. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER 50 SQUARE FEET.
14. COVERS ARE DESIGNATEO'RIDGEO BUILDINGS' AS DEFINED IN ASCEISEI 7, SECTION 6.5.13.
15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS. RIDGES AND ESCARPMENTS AS DEFINED IN ASCEISEI 7, SECTION 6.5.7.1.
16. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS *OPEN STRUCTURES' IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13,
EXCEPT WHERE NOTED IN THIS REPORT.
17. THE RATIO (HIP), 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 (UP), 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. 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 YEILO 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 PSFIFT x 2 PER TABLE 1806.2 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•SOLT. 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 1976 OR APPROVED EQUAL.
27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A SAIS LIMITED TO USE TRESIDENTIAL PATIO COVERS p1LY
28. LIDAND
LATTIEALUMINUM
UIMPATIO CLASS
AOOAMBLYINCCVD SWITH
SECCSGSEXCEPTION 2
. S N AND UCOVERS SMALL ACCORDANCE ON RS
TABLE 1- REDUCTION FACTOR APPLICABLE
TO MULTIPLE SPAN CONDITIONS
FOR ROOF PANELS
ROOF LIVE
LOAD, PSF
WIND SPEED AND EXPOSURE
90 MPH 100 MPH 110 MPH
E%P. B EXP. C EXP. B EXP. C EXP. B EXP. C
10
1.00
0.90 1.00
0.80
0.90
0.75
20
1.00
1 1.00 1.00
1.00
1.00
.0.90
30
1.00
1.00 1.00
1.00
1.00
1.00
THOMAS 1.��•�
_ CAMPBELL
Ex V,
�►RL�o .1841
NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED
DRAWN BY: EN,TOM
CAMPBELL 6 ASSOCIATES, INC.
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERI 0195
DATE: ArIGMI I
SCALE: NONE
COMMJERCIAL AND RESIDENTIAL STRUCTURAL ENGL4'EERWG
GENERAL NOTES
10.20 A 30 PSI
MORIL WIND .
OURALUM PRODUCTS, INC.
e299ALPINE
l(OlG)452-7021
REVISED BY:
RANCHO CUCAMONGA. CA.(0511741.2107
90.1008110MPH
FA-$ACRAMENTo3@duno2E
FAxao3-1sro ..ma6a�an,aP,,,
SHEET 1 OF 33
/'. ATTACHMENT CHANNEL
ALUMINUM SEE DETAIL
ROOF PANEL
SEE SCHEDULE
FOR SPANS
O.
-O.H.' NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
t_l�!
* SQ. POSTS, SIZE VARIES
* SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2• X 6 12• SIDE PLATES.
SOLID PANEL TYPES
G>)y ATTACHMENT CHANNEL �kOJH
�OSI{��SI1iucru, ALUMINUM SEE DETAILS RHOS OFa
fPRgj SSFj IFS SEE SCR SCHEDULE F PANEL MIN. 0.25' SLOPE PER FT. nlEPRO,SPANS , fS
O.
'O.H.• NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
OPTIONAL: CANTILEVER BEAM POST OPTION : CANTILEVER BEAM
SEE SCHEDULE FOR �[ �t SQ. POSTS, SIZE VARIES S`�SCHAGNG SEE SCHEDULE FOR
POST SPACING EDULE P SPACING F
OFSP� N ZSR OF
3 12• SLAB ALTERNATE. 3 1R' SLAB ALTERNATE:
ATTACHMENT SINGLE POST ATTACHMENT SINGLE POST
MAY BE USED SEE SCHEDULE MAY BE USED SEE SCHEDULE
WHERE PERMITTED. WHERE PERMITTED.
SEE SCHEDULE SEE SCHEDULE TE. O SPUCE AT THIS
MAX. HT a 12 NOTE: NO SPLICE AT THIS MAX, HT.=1Z POST AND AT END BA
POST ANDA END BAYS.
FOOTING WHERE REQUIRED FOOTING WHERE REQUIRED N�uhlltl��
SEE SCHEDULE SEE SCHEDULE j(VEEp
FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- FOOTING CUBE SIZE NOTE: EACH COMPO NT IS G• ;` S'
CHANGEABLE VR H ANY OTHER �CHANGEABLE WITH ANYt T
COMPONTENT UNLESS OTHERWISE SHOWN. 1' COMPONTENT UNLESS O $B SMO • • �,
TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER O ON �`" n o\ "ATTACHED MULTISPAN W/CANTILE F3TIW .
�G� DFS
i
ALUMINUM TRu
ROOF PANEL 0 C>ZRE V�/FS t
SEE SCHEDULE
FOR SPANS
O.
'O.H.' NOT TO EXCEED 25%
OF SPAN
.SEE DETAIL FOR SPLICE
PO OPTIONAL: CANT R BEAM
S SPpaNG SEE SCHEDULE FOR
SO. POSTS, SIZE VARIES SCHRn... POST SPACIN
ALTERNATE:
31/2' SLAB SINGLE POST
MAY BE USED SEE SCHEDULE
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
IR x 9' STEEL ROD
TYPE "C"
'H
*414a,
SPLICE AT THIS
AT END BAYS.
NOTE EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER.
COMPONTENF UNLESS OTHERWISE SHOWN.
:ANTILEVER OPTION
MIN. 0.25' SLOPE PER
'O.H'• NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE —
SO. POST'S. SIZE VARIES -
i �;h.� s -
SEE SCHEDULE FOR
P T SPACING
•H.
pRAtrH BY. E.N.LIVE
TOM CAMPBELL ASSOCIATES, INCINC.
LAB
J 1/2' SINGLE
SINGLEPOST
'NO
MAY BE USED
SEE SCHEDULE
SPUD PANEL
t0.20670psf
TO CONSTRAIN
TE O SPLICE A THIS
�E: NONE
FOOTING, SEE
STRUCTURES
POST '0 AT END 86YS.
SCHEDULE
FOOTING WHERE REQUIRED
REVISED Or.
RANCHO CUCAMONGA, CA (ast) 741.2107
SEE SCHEDULE FOR FOOTING CUBE SIZE
90.100It 110 N.PH
FAX 401151s xa ax4xnoom
SHEET 2 OF 33
NOTE EACH COMPONENT IS INTER -
I/2 x 9' STEEL ROD
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
pRAtrH BY. E.N.LIVE
TOM CAMPBELL ASSOCIATES, INCINC.
LOAD
PATIO COVER SYSTEM AS MFG. BY;
OATE:4rt8+mtt
SPUD PANEL
t0.20670psf
OURALUMPRODUCTS. INC .
IAPMO ERM 0195
�E: NONE
1
COYUERCW-AND RESIDEIttULL STRUCTURAL EKWMEERpYO
STRUCTURES
HORm WIND -
8268 ALPINE AVE. SACRAM.cNiO. CA 95E29
1(916)452-7021
REVISED Or.
RANCHO CUCAMONGA, CA (ast) 741.2107
90.100It 110 N.PH
FAX 401151s xa ax4xnoom
SHEET 2 OF 33
SOLID PANEL SPANS FOR COMMERCIAL &- ,�(90/100/110 MPH EXPOSURE B & C i
.09R. p.S.)
.25•
ALL UNMARKED RAW 1.0
2.5'
ALUM. ALLOY 3004-1-138 OR EQUAL
THOMAS I
CAMPBELL Oi
'E pf •'R7
IL
e .101
NOTE 1: WHERE MULTIPLE SPANS OCCUR. MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1. SHEET i.
SP
DRAWN er: EN. TOM CAMPBELL 3 ASSOCIATES• INC. LNE LOM • PAI COVER SYSTEMAS MFG. 6Y:
aTE:4ne+z01I 10.20&30p1DURAIUMPRODUCTS.
U1PM0 ERS 0105 SCALE.,NONE CQY.MERCU4. AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL SPANS o,206010wt INC.
WMIL WIND • 6289 ALPINE AVE., SACRAMENTO CA
REVISED BY; PwNoHoCUrauoNGAu(as1)sa»1m w.t0oas,owpm G OSE2a
rope)aszacnwucao>isis:.bagmea�.noom SHEET
8• x 2 Y2' FLAT PAN (SEE NOTE 1 BELOW)
l/
L.L =
PANELT
90 MPH
SPAN
100 MPH
SPAN
110M
H
(PSF)
(IN.)
EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP..0
1z•1•
1r -r
1r -r
1r -r
tr-r
tr-r
.020
tz•-r
tr-r
1r•t•
1r -r
1r -r
101-r
13'-1'
13'-1•
13'-1'
13'-i•
13'-1'
12'-11`
.024
10
13'-1•
13'-1'
13'-1'
12'-4•
1r-4•
11'-2'
15'-3'
15'-3'
15'-3'
15'3'
15'-3'
15'-3'
032
15'.3'
15'-3'
15'-3•
14'•5•
14'S-
13'-9•
1T•-3•
1T•3'
1T-3'
1T-3'
17•-3'
17'-3•
.040
1 T3•
1 T-3'
1 T3'
16'-5•
16'-W
10'-0'
10`-0'
10'-0•
la -0'
ta-0•
10'-0'
020
10'-0'
101-0'
101-0'
9•-5'
9'-5"
8'-9'
to -10•
101.10•
1a -t0•
10-10'
10.10•
10'-10'
.024
20
101-10•
10'-10'
10'-10`
10
101-5•
10'-0•
12'•T
12'-T
12'-r
tr-r
1r-7•
12'-T
.032
12'-7•
12'•7-
1 r -r
17-2'
12'•2•
11' 6•
14'3'
14�14'-'34..'14�14%133..q.14`-3'.D40
4'3'
13'3'
.020
T$'
7'$'
T$'
T•5•
TS•
7•-0-
9'S'
9' S'
9' S'
9' S'"T'-5.024
W5'
30
9'S'
9'-5•
9'-3'
9'-3
101.11'
101-11•
1a•11•
101-11•
101-11'
101•11•
.032
101-11'
10'-11'
10%11'
101.9'
10•-9•
10--6-
12--5-
1r-5•
12'-5'
12•-5•
1z•5•
12'-5•
.040
12.5•
12-5•
1r-5•
1r3'
NOTE 1: WHERE MULTIPLE SPANS OCCUR. MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1. SHEET i.
SP
DRAWN er: EN. TOM CAMPBELL 3 ASSOCIATES• INC. LNE LOM • PAI COVER SYSTEMAS MFG. 6Y:
aTE:4ne+z01I 10.20&30p1DURAIUMPRODUCTS.
U1PM0 ERS 0105 SCALE.,NONE CQY.MERCU4. AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL SPANS o,206010wt INC.
WMIL WIND • 6289 ALPINE AVE., SACRAMENTO CA
REVISED BY; PwNoHoCUrauoNGAu(as1)sa»1m w.t0oas,owpm G OSE2a
rope)aszacnwucao>isis:.bagmea�.noom SHEET
SOF33
FIGURE INDICATES V �fIGURE INDICATES ENCLOSED
NOT ENCLOSED f " I IN ACCORDANCE WITH CBC 8 IBC APPENDIX I
6'x 234' FIAT PAN (SEE NOTE 1 BELOW)
(PSF)
90 MPH SPAN 100 MPH SPAN 110 MPH SPAN
)
EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0
.018 12's 17-Soo "12'•s• 1rS' 12'-5' 12'-3•
1zs 12'�s• tr-s• 1t'•6- 11•$• 1o• -T
.020 13•d' 13'd' 1313• 13'd• 13'd' 13'-2'
13•d• 13•d- 13'd• tr-r 1z -r 111-5.
14'-9' 14'•9' .14'•9• 14' 14'-9' 14'•9'
10 .024 '-9
14'-0•13'-1'
.032 1Td• 1Td• trd' 1Td' iTd• 1Td•
1Td• 17'd• 17'-0• 16'S' 15'-8'
,040 19'-T 19'-7' 19'-r t9• -T 19'-7' 19'-T
19•-7' 15-7' 19'-7' 18'-7' 18'-7'
.OtB 101-3' 10'-3' 10'-3' 10'-3' 101-3' 10'-3'
� 101.3'10'-3' 9'•11' 9'•11' 9'-T
.020 11'-0'11'-0'
11'-0• 11'-0• 11'-0' 101$•. 101$' 10'-3'
c .024
12'-7' 12'-r 12'-T 12-T 1 r -T 12'-T
17Z7- 1 r -r -r 17-21
1 r -s•
.032 14'•3' 14'3' 14'3' 14'-3' 14'•3' 14'3•
14'-3' 14'3• 14'-3' 13'-10' 13-10' 13'-3•
.040 16'-r '1 6'-T 18'-2' 16'-2' 16'-2' 16'-2'
16'-2' 18'•2' 15'$' 15'$' 15'•1•
.018 8'•11• 8'-11' 8•.11• B'-11• 8'-11• 8'-11•
B'-tt• 8'-11' 8'-t1• 8'$• 8'$' 8'$•
.020 g -r 9'-7' 9'-7' 9'-T 9':7' 9•-7'
30 ,024 101-r 10'-T 10'•T 10'•T to -7' 10'-7'
101•r 101-7' 101-r lad• tad• 10'-0•
.032 tr•s 12'-5• 12'.5.,r-5• 1r -s• 12•5•
12•5' 17-5' 12'-5' Ir -1'11'•9•
.040 14-1 14••1• 14'-1' 14'-1' 14'-1' 14'-1•
14'-1' 13'$' 13'-8_
SOF33
_ri i
I PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C I
F #14 X 314' S.M.S. AT EACH VALLEY TO BEAM
24'
24" TRI= V" PAN
F10 OR 014 X %' S.M.S.
/ AT EACH VALLEY TO BEAM
• SEE NOTE BELOW
12'.
12" x 3 1/2 W PANEL
r#10 OR#14X'I,'S.M.S.
AT EACH VALLEY TO BEAM
• SEE NOTE BELOW
6"/ 8"x 2 Y2" FLAT PAN W/(2) -V'S
NOTE: FASTENERS INDICATED ARE TO BE USED
AT EACH SUPPORT BEAM AND HEADER�
* USE #10 FOR 90 & 100 MPH WIND SPEa
USE 014 FOR 110 MPH WIND SPEED
FAN BEAM (19'-0' MAX SPAN
NN HEADER T=.075' TYP.
CEILING FAN AND! 2 /2'
EXIST. WALL OR LMAX 301b URE I
EXIST
SEE
•"THOMAS I: ��!e . ;'
CAMPQEf_
Z.
1TTACHMENT AT HANGER,CHANNEL R.•
FAN BJE21/2'
..:.•'• .
0.'1.8401
FAN BEAM
SCREW #12 S.M.S. SCREW AT HANGER CHANNEL
ATTACHMENT AT HEADER
FAN BEAM #14 x 3 1/2' S.M.S. SCREW
AT BEAM
FAN BEAM
2 1/2"
i
s
0.042`x3'x8' HEADER 014 x 3 1/2' S.M.S. SCREW
AT BEAM
1 R!
RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 9qaQqA4,PH EXPOSURE B & C
s.s S ��
+ � r �'►-- Q4pf E �— MAX3M* 8.0•r --� r �— —ss• ,. �G • • • � • • :. � �',q I
�. :..
THOMAS .1-
e O ar
CA PBELL
oar Z y R ALM ALLOY 3ooaa13e
OR ALLOY * p.. .• c OR EOUAL
ALLOY 30044M
OEQUAL
--F IV L. •.• ba
* SEE NOTE BELOW Al OR EQUAL •'�• • •.••
* SEE NOTE BELOWT
2 X 6 1/2' RAFTER DBL. 2 x 6 1/2" RAFTER - 3 x 8' RAFTER
L.L.= 'T' 90 MPH 100 MPH 1 0 MPH LL = 'T" 90 MPH 100 MPH 110(NPH - •1+ 90 MPH 100 MPH 110 MPH
(PSF) (IN) �� EXp• B EXP.0 EXP. 8 EXP.0 EXP. H fXP.0 (PSF) (IN.) N$ EXP- B EXP -C EXP. B EXP.0 EXP. BI iEXP.0 (P (IN.) �� EXP. B EXP.0 EXP. B EXP.0 EXP. H. EXP.0
16' 17-2- 17-2' 12--2- 11'-10' 11'40' 11'-5- 16' iT-3- 1T-3' 1T-3' 16-8• 16'-8' 16'-1• 16' 24'-6• 123'-5- 24'•0' 22'•8• 23'•S 21'-10•
.024 .024 .042,
24' 7-11' 9-11' 9'•11' 9-8- 9-8' 9'-3' 24' 14'-1• 14'-1• 14'-1' 13'<7' 13'-' 13'-2' 1 24• 20'-0' I 19'-1' 19'-T 18'6' 19'-1• iT•10'
- I I- I- I- I-
.042 18' 17'-9' 11 T-9' I 1 T-9' 1 IV -9' 17'-9' 1 T-7•
24• 14'-6' 14'•6' 1 14'-6' 14'-6- 14'-6• 14-4-
.042 1 16. 1 14'.7. 14--7. 14'-7. 114'-7- ( 14'-7- 14'-r
1 24-1 11'-1 I. 1 11'-11' 11'-11-. I 11'•11' 11'-11- 11'-11'
- I - I - I - I - I -
* NOTE: SINGLE RAFTERS SPACED 16' O.C. MAY BE USED AT
32' O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
24' O.C..MAY BE USED AT 46' O.C. WHEN DOUBLED.
PROJECTION—
O.M. SPAN
R19UTARY TRIBUTARY•
VADTH 112 SPAN - O.N.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
h
DRAWN Sr. E.N.TOM CAMPBELL d ASSOCIATES. INC-
L.VE IOAO
PATIO COVER SYSTEM AS MFG. 8 :
OATE:4WAI1 10.20630 PSI OURALUMPRODUCTS,ING
IAPMA ERN 0195 SCALE: NONE COMatERCIAL AND RESN7-cNTUI STRUCTURAL El1GI7.'EERUJG RAFTER SPANS- HORIL M40 • 9289 ALPINE AVE- SACRAMENTO. CA 86626
REVISED BY: RANCHO CUCAUONOIL CA (951) 7.14107 90. 100 6 110 MPH
(8181452•7021 FAX 403-1519 .abs&salm,00m I SHEET 7 OF 33
TRIBUTARY
16'
16-3•
16'•3'
' 16'3•
15'-9'
151-9'
151.2'
16•
231-0-
23'-0'
23'-W
273'
223•
t0
21'-6'
10
..032
.032
24'
13'3'
13'3'
13'-3'
12'-10'
12'-10'
12'-5'
10
24'
18'•9'
18'•9'
18'-9-
18'-2'
18'-2'
IT6'
1'
4 5 5
6 8
7 7
8
16'
21'•4
21'4'
21'4'
20'-8'
20'-8'
19'-1 t •
r
5 6 6
16-
30'-2'
30'-r
30'-2-
29'-3-
29-3-
28'-2-
8'-r.042
12
.042
.042
24'
17'.5'
1T-5'
17'-5'
16'-10-
16'•10'
16'-3'
12
24'
24'-7'
24'•7'
24'-T
23'-10'
23'-10•
23'-0'
20
10 10
11
1 11 1 12 1
12
13 1
16-
9.4•
94'
9'-4•
9'4'
9-4'
7-2*
11 11
12
16•
13'-2*
13'-r
13'-2*
13'-2'
13'-2*
13'-0'
.02d
.024
24• T -T T -T T -r T -T' T -r T-6'
24-
10'•9'
10'-9'
10'-9'
10'•9-
10'-9•
1a-7-
16'
17-5
12'-S
12'-5-
17-5'
17-5'
17 -3'
18'
17'-7•
1T -r
17'-7'
17'-7-
1T-7•
1T-4'
20
.032
.032
ZO
24' 10'-r 10•-r 10'-2- 10'-r 10'-r 10'-0-
24'
14'4-
14'-4•
14'-4•
14'•4•
14'-4•
14'-2•
30
16•
16'17'
16'-4'
18'-4•
16'4'
16'4'
18•-1'
18'
23'-1'
23'-1'
23'-1'
23'-1'
23'-1'
22-9 -
042
042
24' 13'-4• 13'-4' 13'-4' 13'-4' 1T-4- 13'-2-
24-
18'•10`
18'-10'
18'-10'
18'-10'
18'-10'
18'•T
16•
-
-
-
-
-
16-
10'-10'
10'-10'
10'-10•
10'-10'
10'-10•
10'-10•
.024
.024
24' - - - - - -
24-
6'-10'
8'-10-
8'-10-
8'-10-
8'-10'
8•-10'
16'
10'-3'
10'-3-
10'-3-
10•-3'
10'•3'
10'-3'
30'
16'
14'$-
14'-0'
14'-0'
14'-6'
14'-0'
14'•6'
30
.032
.032
24' 8'-0' 8.4' 8'4' 8'-0' V-4' 8'-01
24•
11'-10•
11•-10'
IV -10'
11'-10'
11'-10'
11'•10-
10'
13'-5'
13'-5'
13'-5-
13--5•
13'-5-
13'-S-
16'
-0
19''
19'-0'
19'-0-
19'-0'
19'-0'
191-0'
042
042
24' 11'-0' 11'-0- 11'-0- 11'-0' 11 •-0• I t'-0'
24'
15'-6- 1
15'-6*
1.7-6'
15'-8'
15'-W I
I V -6 -
- I I- I- I- I-
.042 18' 17'-9' 11 T-9' I 1 T-9' 1 IV -9' 17'-9' 1 T-7•
24• 14'-6' 14'•6' 1 14'-6' 14'-6- 14'-6• 14-4-
.042 1 16. 1 14'.7. 14--7. 14'-7. 114'-7- ( 14'-7- 14'-r
1 24-1 11'-1 I. 1 11'-11' 11'-11-. I 11'•11' 11'-11- 11'-11'
- I - I - I - I - I -
* NOTE: SINGLE RAFTERS SPACED 16' O.C. MAY BE USED AT
32' O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
24' O.C..MAY BE USED AT 46' O.C. WHEN DOUBLED.
PROJECTION—
O.M. SPAN
R19UTARY TRIBUTARY•
VADTH 112 SPAN - O.N.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
h
DRAWN Sr. E.N.TOM CAMPBELL d ASSOCIATES. INC-
L.VE IOAO
PATIO COVER SYSTEM AS MFG. 8 :
OATE:4WAI1 10.20630 PSI OURALUMPRODUCTS,ING
IAPMA ERN 0195 SCALE: NONE COMatERCIAL AND RESN7-cNTUI STRUCTURAL El1GI7.'EERUJG RAFTER SPANS- HORIL M40 • 9289 ALPINE AVE- SACRAMENTO. CA 86626
REVISED BY: RANCHO CUCAUONOIL CA (951) 7.14107 90. 100 6 110 MPH
(8181452•7021 FAX 403-1519 .abs&salm,00m I SHEET 7 OF 33
TRIBUTARY
WIDTH
TABLE
- CLEAR SPAN
(FT.)
.
O.H.
6 7 8
9 10
11 1. 12
13
14 15
16
17
18
19
20
21
0
3 4 4
5 5
6 6
7
7 8
8
9
9
10
10
11
1'
4 5 5
6 8
7 7
8
8 9
9
10
10
11
11
12
r
5 6 6
7 7
6 6
9
9 10
10
11
11
12
12
13
3•
_ 7 7
8 8
9 9
10
10 11
11
12
12
13
13
14
4'
- - -
9 9
10 10
11
1 11 1 12 1
12
13 1
13 1
14
14
15
5,
- _ _
_ _
11 11
12
1 12 1 13 1
13
14 1
14 1
15
15
18
- I I- I- I- I-
.042 18' 17'-9' 11 T-9' I 1 T-9' 1 IV -9' 17'-9' 1 T-7•
24• 14'-6' 14'•6' 1 14'-6' 14'-6- 14'-6• 14-4-
.042 1 16. 1 14'.7. 14--7. 14'-7. 114'-7- ( 14'-7- 14'-r
1 24-1 11'-1 I. 1 11'-11' 11'-11-. I 11'•11' 11'-11- 11'-11'
- I - I - I - I - I -
* NOTE: SINGLE RAFTERS SPACED 16' O.C. MAY BE USED AT
32' O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
24' O.C..MAY BE USED AT 46' O.C. WHEN DOUBLED.
PROJECTION—
O.M. SPAN
R19UTARY TRIBUTARY•
VADTH 112 SPAN - O.N.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
h
DRAWN Sr. E.N.TOM CAMPBELL d ASSOCIATES. INC-
L.VE IOAO
PATIO COVER SYSTEM AS MFG. 8 :
OATE:4WAI1 10.20630 PSI OURALUMPRODUCTS,ING
IAPMA ERN 0195 SCALE: NONE COMatERCIAL AND RESN7-cNTUI STRUCTURAL El1GI7.'EERUJG RAFTER SPANS- HORIL M40 • 9289 ALPINE AVE- SACRAMENTO. CA 86626
REVISED BY: RANCHO CUCAUONOIL CA (951) 7.14107 90. 100 6 110 MPH
(8181452•7021 FAX 403-1519 .abs&salm,00m I SHEET 7 OF 33
COLUMN/POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
MAX. HEIGHT = 1 Ol 1 MAX. HEIGHT C = 10'
3.00"SD. r -� a/o suns 30100' SQ. 3.00" SQ.
I 2SIDE I I
I T-. � S
8.5• 3• O
.14'R A
032' NP• .048 -STEEL
B 5/8• PLASTIC PLUG .28 O OE
3" SQ. ALUM. POST 3" SQ. ALUM. POST MAG POST
WITH SIDE PLATES ALUM. ALLOY 3004-MJ6 3" S .STEEL POST 3" SQ. ALUM. POST
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 O Amp ALUM. ALLOY 6063•T6
ALUM. ALLOY 3.00" OR 2.0-
6063-76 2.40"
Fes..
•,•..., yj,�
�'• THOMAS I-
I CAMP ELL . ; �'
•�Z
- 1,2 7t I I2': m
I
"3'SOxt=.188•
-3'SO.xt-.31
-4•SOxt=.te
=L
STEEL POST
ASTM ASM GRADE B
7116'0 HOLE
1.375" FOR 3/8' MB e' 2 FLANGES
0 2118' APART
0 75" ASTM GRADE 36 STEEL 1.125' 2.5'
INSTALL to x 1)4' x X- HDG
WASHER PLATE AT ANCHORS .7 7S BASE FLARES
157• TO3'WIDE EA.
1.60" TYP SIDE OF FLANGES
1.INSTALL 174• x 174'5 K• HDG 090n TYP. USE
ONLY
5.50' % 1-7!16'0 HOLE
WASHER PLATE AT ANCHORS::48 2-3/8' HOLES
FOR 110 MPH E 2.5/16'0 HOLES TYP. EA. SIDE
ALUM 'T' BRACKET STEEL "T" BRACKET 5
ALUM. ALLOY
6063-T6
"H" BRACKET
J
3
r- (4}SDS 25412
3" x 8" ALUM. RAFT. BRACKET —x
3" x W ALUM. HEADER
HEADER BRACKET ( 7
DRAWN BY: E.N.
TOM CAMPBELL 6 ASSOCUITES, INC.
LIVE LOAD"
PATIO COVER SYSTEM AS MFG. BY:
UPMO ERM 0105
DATE4HAtt01t
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERRi6
COLVNNr
1o.20a30Pd
OURALUMPRODUCTS.INC.
1(0101452.7021
SCALE: NONE
REVISED BY:
RANCHO CUCAMONOA CA (031) 741.2107
POST TYPES
NORM WIND •
00. 100 8 1 to MPH
E260 ALPINE AVE.. SACRAVEtt"'I
O. CA05810
FAX 403.1518 VasCoAtkmL=n
SHEET 8 OF 33
I'll
HANGER CHANNELS AND MOUNTING BRACKETS
FAS+ ALUM. 3004-H36 t• wASEETAB� Rs
q $ WALL
FASTENERS
SEE TABLE
1.7j O
ROLLFORMED HANGER
R.F. OR EXT, HANGER
CHANNEL, 2X OR 3X
RAFTER BRACKET.
JM. PANEL 2X OR --f
3x ALUM. RAFTER
FASCIA BOARD -
ALLOWABLE PROD.
A3E4
SE
ti '° .281'
F.ALLOY
83-T6
O6 O
EXTRUDED HANGER CHANNEL
SEE TABLE
ING ANGLE
L EXIST. EAVES, RAFTER
EXISTING EAV
OVERHANG
(24MAX.)
EXISTING EAVE CONNECTION
SMS PANEL
LOCKS OR M SMS
HANGER / RAIL FASTENER TO FASCIA, WALL STUD, MASONRY OR CONC.)
AT O
AT EA CONTACT ^ '
AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED
DESIGN 16' O.C. CELL AT FASTENER) OR CONC.
CONTINUOUS A- RAIL
ROOF PANEL
90
(WHERE OCCURS)
100
A B e C 0 0 E E F
ALUM.ALLOY
1 A B B C O 1 D E E F
FULL OR
6063-T6
614 SIAS Q EA. CONTACT
-
WALL CONNECTION
0
2 740*
T=.D60' -
WALL FASTENERS
SEE TABLE
APPROVED 3' OR 4'
ALUMMALLOY INSUL. ROOF PANEL
I.R. HANGER n
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.
OVERHANG (L)
LL=fO LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 I LL=20 LL-.
90
A B B C O O E E F
100
A B e C 0 0 E E F
110
1 A B B C O 1 D E E F
FULL OR
DESCRIPTION OF LAG SCREW SEE NOTE BELOW
Ir
A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24' O.C. MAX.
wo
B=SOS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER). STAGGERED, 24* O.C. MAX.
w�
C=SDS25412 AT EACH STUD, 16" O.C. MAX.
Wje
D-3/8'0 x 4` LAG SCREW AT EACH STUD
LLEn Z
•E=3/8'0 x 1 1/8. AT 16' O.C. INTO SOUD-GROUTED CMU CELL OR CONCRETE
2'-0'
'F=3/6.0 x t 1/8' AT 12' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
7'-4' S' -T
•HILTI OUICK BOLT STAINLESS STEEL SEE NOTE 26 SHEET 1
EXIST. RAFTER
I
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
LL=.10
LL=20 LL -w
r x 4•
16' O.C.
11 -'
18 8•
1 e' B• 14'-2'
FULL OR
RAFTER
2-0'
14'-0'
12'-8' W-7'
MIN. PENETRATION INTO
1'-6•
12'-5'
1 r-8• 6'-10•
2' x 6•24'
NOTCHED
O.C.
2'-0'
9'-4'
7'-4' S' -T
274' FULL OR
24' O.C.
2'-0•
19'-11'
19'4• 14•-8'
2'x8' NOTCHED
Z' WALL CONNECTION 3O 4O BRACKET CONNECTION
3{ 3 mg.
X
2'x8' FULL OR
24.0 C
2'-T
31' -Il'
3
2'x10' NOTCHED
10.20 a 700e
DURALUM PRODUCTS. INC.
NOTE: DESIGN LOADS AT EXISTING ROOF OVERHANG: ROL-15ps' RLL-20psf
EXISTING LUMBER AT OVERHANG: 020 DF -L.
1 INCH MAXIMUM NOTCH AT WALL.
THE INSTALLATION OF LAG SCREWS 8 WOOD SC EWS ARE REOUIREC
BE IN ACCORDANCE WITH THE NATIONAL DESIGN 1RCATION (ND;
11.1.3 AND 11.1.4. RESPECTIVELY. FsS
THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE
TO BE IN ACCORDANCE WITH THE LATEST ICC -ES EVA; ATION
DRAWN Br. E, N. TBA
UPMO EW GIDS DATE:4rta4011 COMYJ:RCAL
SCALE: NONE
REVISED BY: RM
100 L.L.=(2)/114 SMS EA. SIDE
I
20p/30tTL.L -(2)TN4 SMS EA. SIDE
+
"RACKET
t Ila
_ l4' OR 1 1/Y
2'x6trrOR
5' MIN. 3'x8' ALUM.
RAFTER
A3/4' OR 1 1/2'
(T"YP�1t
-1p14 SMS Tae
i' AT 12* O.C,
i"R� t
3116'
STEEL
114.0 HOLES.TYP.
NOTE: PROVIDE WATER
PROTECTION. METAL FtASt(ING
CHUCK JOINTS AND SLOPE
r— TO GRAM
1'-11• 25'-0'
I
FOR SPAN SEE ALLO'NABLE
OECKlRAFRER SPAN TABLE
EXISTING WOOD STUD FRAMING EAVE LENGTH
2m OR 2a! mom
2EACH 1/4'0 x 3-12LAG SCREWS L.;=10 psf
2 EACH 7/16'0 x 3.1R' LAG SCREWS L.L.=20 AND 30 pof
s.�`(2'
}014%1 34•
MIN. PENETRATION INTO
7"x31/-r-w'
PATIO COVET
EXISTING WOOD STUD:w�I)NOTE: USE LEDGER VMERE RAFTER
SPACING
y,EXCEEDS EXISTING STUD SPACING
NOTE; BRACKET
rvCR� F NOTEPLACE51NA FLEX'
HO MAS I: ®FOR ATIACMVFJ.T
MAYBE
•, I O /q-- MATERS BETWEEN BRACKET AND COMP.
V
RAFTER
BELOIY RAFTER V!I
SHINGLE ROOFING TO PROVIDE SEAL
AMPBELL '; -n RAFTER TO
SAME CONNECTIONS,
Z' WALL CONNECTION 3O 4O BRACKET CONNECTION
3{ 3 mg.
X
EL'A AS I INC: HANGER CHANNEL
LAVE LOAD.
PATO VER SYSTEM AS G. BY:
ENIWL �yU AND BRACKET
10.20 a 700e
DURALUM PRODUCTS. INC.
AOND�OA.($S) V41�2107 ATTACHMENTS
HORtL %%vm •
D0.lwa1101lPI1
8288 ALPINE AVE. SACRAMENTO, CA Om
(918)452.7021 FAX403-151D n a>tfsnmm
SHEET 9OF33
1
,f.
3'SO. POST /
COLUMN/
POST
TYPES & SURFACE
MOUNT AND
EMBEDMENT DETAILS
ALUM: TBRACKET USE WTiH
'T' BRACKET
I POST TYPE B.C.O. OR E
STEEL POST ONLY:
Q 3 -SO. POST W/
C 3 S
STEEL.TeRACKET USE WITH
USE POST TYPE
(�►yB O BOLTS
SIPS EA
SIDE OF POST OR
]• SO. POST
POST TYPE B.C.O.E.F,GM..) OR K
AL 'T'RRACXET:
USE (2)46.0 Han
F. G. H. J OR K
FOR POST TYPE J
IM'M.B.THROUGH
POST
KM TSORCOUAL
STEEL.'t•9RACKET:
112 DEPTH OF
I
(2} r2'O DOLTS .
(2}1!4'0 POWERS WEDGE-
SEE NOTES BELOW
-
USE MLTK KWiK
BOL B OR EOt1Al
FOOTING OR
17 MIN. EMBD.
FOR ALL OTHER
CONDITIONS
BOLTS•. OR ECIUAL, EACH
z R• EMBEONENT OEPtH
•'
BRACKET TO SLAB.
FOR KWIK eOli31
•' 1
: I
r.o.c.
MINIMUM DISTANCE TO
ci
EDGE OF SLAB = 4* OR
�_'� • I •;:
E t,.
TO CRACK ®10'
(i 3',- MIN. EMBEDMENT)
Q
.� -
:Lr
`.•• • • •
W 7j
Ik
ASTM /
SLAB SHALL BE IN
GOOD CONDITION
POURED CONCRETE
FOOTING SEE NOTE
LONG. 1•
FROM END
L•
•-
p
OF POST
X1`. L� ,
�
3' SO. POST (STL) —
3 1Q• MIN. SEEEE FOTO
QU
PIBEEAM SP. TABLE
3 SLAB l � 1 3• SO. POSTS TO CONC. FOOTING
OR FLUTED
SQUARE SEE FTG. OR 4• SO. POST (STL)
SCHEOUtE IN BEAM [USER
SPAN TABLE9 PL.518'THK
SED.
NOTES:
1. 00 NOT USE ALUM. T
BRACKET WITH 3XS BEAM
ATTACHED ATTACHED ONLY WnNSERT, MAG BEM1,a OR
ALTERNATE FTG. FOOTING & ANCHOR BOLTS 7.1-BEAMs.
2. POST TYPE E
CUBE SIZE SO. tB' DEEP ' CUBE FTO, FOOTING SIZE SINGLE POSTS L INSTALL WASHER PLATE -
BOLTS
ATF
Bars
EMBED. 2• XV X SW AT
18' 18• SO. 12• STEEL T BRACKET.
20' 21' SO. 12' 23• d 24' CUBE (2}trrO 3114•
3. POST TYPE F
2r 25• SO. 1B' 25' • 30 CUBE (4}irr0 3 t/a• 00 NOT USE STEEL -r
24' 28' SO. 20' BRACKET w17• I-BEAMN
26' 32' SOL 23' 31' - 34• CU8E (4)-Snm 4-
28• 35' SO. 25'
30• 39' SO. 28• 35• -3T CUBE (4}314'0 4 914•
32• 43• SO. 30• 4G• - 42' CUBE (4) V4.O 4 �,j`1•' • • • • • • s� :.
34' 47• SO: 32• • 'THomAs I...���
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL ` �A8r4 4 F a
38' S1' SO. 34' I.C.C. EVALUATION SERVICE INC.,. ESR -1917 OR EQUAL. 1 Ell ♦ .�
38' S5' SO. 37• �.
40• 60• SO. 39• 3
42• 64• SO. 41• SCI IL
a4• 89•SQ. 43-
'CUBE
3''CUBE FOOTING WJ 4• SUB
�1a
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
DRAWN BY: E.N. TOM CAMPBELL 6 ASSOCIATES, INC, COLUMN LIVE LOAD -
DATE: 4126=11 10. 20 6 7D psi
tAPMO ER110195 :HONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGW£ERLVO SURFACE MOUNT
REVISED BY: RANCHO CUCAMONGA. CA (951) 741-2107 AND EMBEDMENT HORIL HIND
90, 100 6 1 t0 MPH
X.188•
ASTM A36
STEEL
t/r
WELDED STEEL BASE PLATE 1 U
BASE PLATE SCHEDULE
PLATE SIZE MAYBE USED 4N7H POST TYPE. SEE Soft. 9
9.50.x5/8' B•C;O,F,G.6H
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE ANCHOR BOLTS (SIZE 6 TYPE)
(4)- 314'0 HILTI KWIK BOLT TZ STAINLESS
9'K9•iI 518' STEEL PER I.C.C. ESR -19170R EQUAL
(4 314• EMBEDMENT DEPTH)
PRODUCTS, INC.
HACRAMFATO, CA 9]678
t FARaWt519 eates9dwid— n SHEET 10 OF 33
HEADER BEAM TYPES & ATTACHMENT DETAILS
1.52' x.61' r_1 n-rro cvlr ct IC GUTTER EXT. CLIP
2.00" 1
SPLICE WHERE
TOM CAMPBELL S ASSOCIATES, INC.
1.79"
OCCURS
lAPMO EtU10105
—
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOWEEROtO
BFJMI TYPES
�
t 0.20 6 30 Pal
H WINO •
2-57"
I
'•B
REVISED BV:
REVISED
2.19'
I W
00. 10pQ+t0 MPH
03.151
(915)452.7021 FAX 4031519 tWeajgtunAem,mm
2.08•
2.oa•
T
�-
2.T
.038' R.F. GUTTER
FASCIA -ALUM.
ALLOY 30D44H36 O
ALUM. ALLOY
6063.76 O
6.5" ROLLFORMED
4.5" GUTTER
SPLICE CURS
oar
TYP.
ALUM. ALLOY
6063•T6 •• e
MAG. GLOW • •'
SPUsOCCURS
I3-TBLOY
b. MAG BEAM
�.j 3.00" SQ.
WR
TYR
28"
ASTM A653 GRADE 40
Op E
3" SQ. STEEL BEAM
'R' THOMAS I •.`'�
4• ? aFE ,
M
CAMP L �,-n
3. s?� i+"'III 3.Q'
3 Am N 3 :/ m 3 r Bs L'
I
.37948 VIL . a .042•
SPLICE SKIceLL
WOIER£ VAt RE 14
OCCURS—+ 4' OOCUR9
8.0'
070• ( ~ ` 032•
IYP. 110'
-- TYP.
ALUM. ALLOY 3004 H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EOUAL ALUM. ALLOY 3004-H36
ALU�ALLOY ALS OY 1 1 OR EQUAL
4" [-BEAM O 7" I -BEAM O 2 x 6 RAFTER J DBL. 2 x 6.5 BEAM J 3 x 8 BEAM O
3" 1 Ir I
MAX. I 3' MA. -1 3' 5'
.04Y .04r t • 1a GA t . o.tzs
7.6 $' ASTM A8S3 OWE 50
8• 6'656• ALUM. ALLOY aoas.ta i
L_j 1!1_-�_T
ALUM. ALLOY 3W4-MMALUM. ALLOY ]004dU1U6
OR EOVAL _T OR EQUALL 375'
ALLOY 300441M O —� 2.875*OR ECUAL �--
OM DBL. 3 x 8 BEAM ON 3 x 8 BEAM O 7' I- BEAM "C" OP
3 x 8 BEAM W/ STL. INSERT I DBL. 3 x 8 BEAM W/ DBL. 3 x 8 STL. INSERT STEEL INSERT SPLICE/ INSERT
DRAWN By. E.N.
TOM CAMPBELL S ASSOCIATES, INC.
LIVE LOAD .
PA O STEM MFG. BY:
lAPMO EtU10105
GATE: K2B(i0f 1
E: NON£
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOWEEROtO
BFJMI TYPES
�
t 0.20 6 30 Pal
H WINO •
OURALUM PRODUCTS. INC.
8289 ALPINE AVE.. S EHTO. CA 9Sa28
I
REVISED BV:
REVISED
RANCHO CUCAMONGA. CA (951) 741.2107
I W
00. 10pQ+t0 MPH
03.151
(915)452.7021 FAX 4031519 tWeajgtunAem,mm
SHEET 11 OF 33
SPLICE DETAILS 11 BEAM TO POST DETAILS 12
SIMPLE SPLICE FULL MOMENT �bliT
s• 24' (NEER S
> 1 i'
HOMASi.-,;, • (2)010s.M.S.0EA.
VALLEY. TYP.
is To Ma '_ 012 S.M.S. a `AMP ELL `"o r
TYP. THICKNESS =.035 33a (24 TOT TYP. THICKNg6S =.035' �, •
3 m
9 11
+ + + ++ ++11++ + ILti
ALUM. ALLOY 3004-H36
LLOY
ALUM. A 3004 ii36
OR 6063-75 FOR EXTRUDED OR 6063 -TS FOR EXTRUDED �� s 1� --
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCu
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS
NOTCH 1 -BEAM FLANGE
SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY AS NEE DED TO CLEAR
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS. A SINGLE Ir SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. (6061 -T6) ALTERNATE I ( SO. POST,CONNECT WEB
sn C•BEAM TO POST wq2}1rz-0
SPLICE VMEPX
OCCURS l
���• O O
l TYP.
ALUM. ALLOY
L-16* 1•
4" I -BEAM 31-0'
MOMENT CSPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS. A SINGLE t3- SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED.
SPLICE WH
OCCUI
ALUM. AMOY
6063 -TS
7" I -BEAM
MOMENT C -SPLICE
THRU• 1OLTS
S_10_1
Qe BEAM TO POST CONN.
�i
PANEL
4'x3' ALUM. -P 8M. OR
714• ALUM. *1* BM.
02 METAL BACKED,
NEOPRENE WASHERED
TEK SCREWS @ 8-O.C.
MAX. STAGGER IN BEAN
114'0 M:B. BEAM
BRACKET
2- 3/8'0 M.B. THRU STL T'
BRACKET TO POST.
POST, SEE SCHEDULE
ALTERNATE BEAM, TO POST CONN.
DRAW4 BY.EN. N.
TOM CAMPBELL d ASSOCIATES. INC.
lNE LOAD •
PATIO COVER SYSTEM AS MFG. BY:
IMMO ER1019S
COMMERCIAL AND RESIDENTIAL 97RUCTUR/L EN60:EER0iO
B
SPLICE OEtARSEAM
t0, A a 00 Oft
DURALUM PRODUCTS. INC.
SCALE: NONE
SCALE: NON_
REVISED Sr.
RANCHO CUCAMONDq CA (M1) 741.2107
ROAR WIND •
9o.1o9a119MPH
0269 ALPINE AVE: SACRAMENTO. CA 95aZ6
(916)52.7021 FAX 4011519 Wea,pp,
SHEET 120F33
'fL
2414 a VY S.M.S. EACH SIDE OF r
50. POST t(Tl2la)
ALTERNATE 1N'O BOLT Wi WASHER
EA. SIDE OF 3' SO. POST
BEAM TO
.75
Ol
1101
4 - #14 SDS
2'-0'
6-#14 SDS
3'-0'
12 - #14 SDS
FASTENER SPACING - 314-
ATE. X011
SCALE; NONE
00 '>.�.'ERCIAL AVD RESIDENTIAL STRUCTURAL E?KSNEERIkG
I
BEAM TO POST
ATTACHMENT
r SO. POST
OURALUM PRODUCTS, INC.
0269 ALPINE AVE- SACRAMENTO, CA 95026
I
2.35,
RANCHO CUCAMONGA. CA (951)741,2107
90. 100 0 110 MPH
(916)452.7021 FAX 4011519 satml$dsz,1,xr av"
2s14 x VT S.M.S. EACH SIDE OF r
SO: POST (4 -TOTAL)
ALTERNATE: 114'0 BOLT Wl WASHER
EA- SIDE OF Y SO. POST
3.00'
3' SO, POST
OR 24P
GUTTER FASCIA
�. MAG BEAM
3• SO. POST
POST CONNECTION DETAILS
" x 8" x .042" BEAM,
" SO. STEEL OR
IAG BEAM.
(4)-#14 SDS Q EA. SIDE
TOP & BOTT. TOT.=16
X 3" ALUM. OR
TEEL POST
3'SO. Sn. BEA"" 3 H - BRACKET TO POST
ALUM. ALLOY 3105.1125
1.50" 1.50"
�
.28" F-2-
I 12' so., r so.,
$" OR Yx3' LATTICE
08 x 2'SMS; 2 1/2' ®3.O.C. MIN.
I��JJOR 3 1/r, TYP. UP TO 6'0 -( " (4) - #14 x 314" TEK SCREWS
P2 NC,INEE St BRACKET TO RAFTER
••'• %,
1 112" SQ. OR 2' LATTICE TUBE ,
2' THOMAS I.•
ALUM. ALLOY 3105-1125 ;
CAMPBELL •-fl
lz icil
-018-
"L" FASTENERS
1'-0'
4 - #14 SDS
2'-0'
6-#14 SDS
3'-0'
12 - #14 SDS
FASTENER SPACING - 314-
014 x 1/r S.M.S. TOP
& BOTT. (2) -TOT.
ROOF PANEL
ROLLFGRMED OR —
EXTRUDED GUTTER
014 S.M.S. ®1rO.C.—
FASCIA
6 1rrxrx.024 —
RAFTER
��FESSt.,
No, 37M
1
FASTENER TO FASCIA • SEE TABLE
— FASTENER TO RAFTER TAILS - SEE TABLE
OPTIONAL LATTICE TUBES
AT OVERHANG
17 1-1
0 0 0 q
FASTENGROUP
ER
00
ALUM. BRACKET X
2' 1- 'L' SEE TABLE
RAFTER "TAIL" TO GUTTER
0 r i
(4) - #14 x 3/4" TEK SCREWS ORO) #10 x 3/4. TEK SCREWS
No. 9 BRACKET TO BEAM O
2"x3" LATTICE TUBE P� LATTICE TUBE TO RAFTER "U" BRACKET - RAFTER TO BEAM 18
DRAWN 8Y: E.N.LIVE
TOM CAMPBELL ASSOCIATES. INC.
LOAD
PATIO COVER SYSTEM AS MFG. BY:
1AP►l0 ERI 018.5
ATE. X011
SCALE; NONE
00 '>.�.'ERCIAL AVD RESIDENTIAL STRUCTURAL E?KSNEERIkG
I
BEAM TO POST
ATTACHMENT
10.20 A 30 pat
HOR1Z WIND •
OURALUM PRODUCTS, INC.
0269 ALPINE AVE- SACRAMENTO, CA 95026
I
REVISED BY:
RANCHO CUCAMONGA. CA (951)741,2107
90. 100 0 110 MPH
(916)452.7021 FAX 4011519 satml$dsz,1,xr av"
SHEET 13 OF 33
e 1.
DOUBLE RAFTER CONNECTION DETAILS
BEAM TO POST CONNECTION
1 1r2' OR 21ATTICE
ALTERNATE 1R'
SOLT CONNECTIo
#8 S.M.S.
PLAN 2
ALTERNATE'
4414 S.M.S. EACH
RAFTER TO COL. _
CONNECT. (COL. )
QREQy
(, Ce, _ "Y '
"fie
�: F
6 SCREWS
PER SIDE
3.5°fT3.5
3.5"'
BEAM SPLICE TO
OCCUR DIRECTLY OVER 5/8' 0 PLASTIC
I POST. NOT PERMITTED PLUG WHERE
I @ 2 -POST UNITS SCREW IS INSIDE
I
,5' #14 SMS MAY
BE USE AS
5' ALTERNATE TO
1/4"0 BOLTS
EXISTING
SHEATHING ALUM
3'X8'X.042 BEAM
.�
NUM MEMBER
8' BEAM
4.W
3'I WSTL.POST (24') ° ALTERNATE
INSERT ATTACHED OR (2}2x8.5.0
3'x 3'STL.POST COLUMN (2}3'x8'H
FOR FREESTANDING
(2}1/2'8
2�c 6.5' SIDEP
DBL. RAFTER / DBL. HEADER CON
• THC MAS 1: •.
'CAN PBELL
�OR� I
63114 SMS I
EACH SIDE ) ( 61/2° SIDEPLATE EA.
( SIDE SEE POST SCHED.
#14 SMS EA. SIDE
AND BOTTOM. MID HEIGHT
,3'SO. POST BETWEEN SIDE PLATES
,AND
Z BEAM TO POST CONNECTION 21
c POST SCHEDULE
Q. x .032" + (2)-2" x 6 1/2" x .024"3" SO. x .032' + (2)-2" x 6'1/2" x .032'
(6)-#14 S.M.S. EACH SIDE. � W/ (6)414 S.M.S. EACH SIDE.
3E ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING.
v
98 S.M.S. EACH SIDE
LATTICE 1 1/2' OR 2'
EXISTING
SHEATHING ALUM
3'X8'X.042 BEAM
NUM MEMBER
OR DBL. Z'X8.5'X.032' BEAM
WITH
—1 WITH WOOD FILL OR
3 2'x6' NOMINAL LEDGER
(NEW OR EXISTING)
21x6.5' OR 3'x8' RAFTER
ai
I ° I
ALTERNATE: 1/Y BOLT
I ° °
0
ALTERNATE-
(2) SIMPSON SDS256W
(2} #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION
518' 0 ACCESS HOLES
(4 -TOTAL)
INSTALL 6 - #14 X %-
ALTERNATE:
3' SO. POST LONG SDS ® EACH
(2)- 2x6.5' OR (2)-3'x8' HEADER
a EXISTING
HEADER TO COLUMN
ALTERNATE
1' STUCCO OR EOUAL
(12 FASTENERS PER
3'x3'x0.024' (1) - i/2" HOLT OR
2.5' PEKE. INTO EACH WOOD STUD
CONNECTION)
CONNECTOR (2} #14 S.M.S. EACH RAFTER
EXIST. STUCCO / LEDGER
DOUBLE HEADER TO
STUB COLUMN TO DOUBLE HEADER CONN. 2U
ATTACHMENT DETAIL 22
COLUMN DETAIL 23
DRAWN BY: E.N. LIVE 1OAD "
TOM CAMPBELL d ASSOCIATES, INC
PATIO COVER SYSTEM AS MFG. BY:
IAPMO EW 0183 COV.MERCiAI M'0 RESIDENTIAL STRUCTURAL ENG:NEERLNO LATTICE 10.20 a 30Pt1
SCALE.'NONE CONNECTION 9 HORfL WIND •
OURALUM PRODUCTS, INC.
l2E9 ALPINE AVE. SACRANEMO. CA 83828
i(M)4524021
REVISEO BY: RANCHO CUCAM0.IOA CA (951) 741-2107 90. 100 d 110 NPH
FAX 403.1319 "*3ftoxtia" mm SHEET 14 OF 33
MINIMUM NUMBER OF REQUIRED COLUMNS
FOR ATTACHED OPEN LATTICE & SOLID COVERS
5!o
m�
2"X6.5"X0.024" SIDE PLATES
POSTF1-1
5o
m�
2"X6.5"X0.032" SIDE PLATES
POST Q
90 MPH
100 MPH
110 MPH
90 MPH
100 MPH
110 MPH
EXP. B
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
4'
2
2
2
2
2
3
4'
2
2
2
2
2
2
5'
2
2
2
3
2
3
5'
2
2
2
2
2
2
6'
2
3
2
3
3
4,
6'
2
2
2
2
2
3
7'
2
3
3
4
3
4
7'
2
2
2
2
2
3
`8'
3
3
3
4
4
5
8'
2
2
2
3
2
3
9'
3
4
3
5
4
6
9'
2
3
2
3
2
4
10'
3
4
4
5
4
6
10'
2
3
2
3
3
4
11'
4
5
4
6
5
7
11'
2
3
2
4
3
4
12'
4
5
4
6
5
7
12'
2
3
3
4
3
5
13'
4
5
5
7
6
8
13'
2
3
3
4
3
5
14`
4
6
5
7
6
8
14'
3
4
3
4
1
4
5
15'
5
6
5
8
6
9
15'
3
4
3
5
4
6
THE MINIMUM NUMBER OF COLUMNS SHOWN IN THE
TABLES ABOVE REPRESENT TYPE D COLUt
DETAILED ON SHEET 8
��
CAMPBELL 5
`,z
DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC.
LAZE LOAD a FAt IV W VtK JTSTEM A$ MFG. BY:
DATE:4r.'WM11 wltvtlWr.N 10.20630 W7 DURALUMPRODUCTS. INC.
IAPKA ER00195 SCALE: NONE COM.%MRCIK AND RESIOENTIAL STRUCTURAL ENGINES RING REC UfRED COL UGJ\5 HORR. V.4ND . 6269 ALPINE AVE.. SACAAWNTO. CA 056.'41
REVISED BY. I RANCHO CUCAMONGA. CA (951)741.2107 90. 1006110 w'm (916)4S2.7041 FA%I03.1519 &,"ftW*XCLooM SHEET 15 OF 33
10#
L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C
DBL. 2°x6.5"x.032" BEAM /
DBL. 3"x8"x.042" BEAM
3"x8"
BEAM WINSERT DBL. 3"x8" BEAM
>
S
3"x8" BEAM
EACH w/ A 3"x8" STL. INSERT
FREESTAND ATTACHED FREESTANO
5�
MAXPOST MAX.POST
FREESTAND
ATTACHED
FREESTANO
ATTACHED
p
MAXCOL
SPACING
MAX.POST
MAX.POST
ATTACHED
MAXPOST
0D�
SPACING
ON SLAB *
SPACING
FOR 3-B'
ACING
SPACINGSPACINGama
(SPAN)
FTG. �G' F�G.MIN-T FTG
NG'
POST
POSTSPAN)
MIN.
MIN.
2�c8 4 103
((
(IN)
(NG
(ANG'
)
POST
POST (IN.) POST SPAN POST
(IN') (I (W')
F
TYPE
TYPE
TYPE
TYPE
TYPE TYPE TYPE
4'
1 T-0'
17-8' 12'-8
29
18
B
-2"
k16'.
32
(�
20
B
23'-T
34
G
2z B 33' 4'
37
G
25
B
4'
11'-9" 1 -10'
20
16'-9'
22
21'-9"
25 30'-9'
ZB
13 -7 "
11'-4• 11'-4•
F
19
B
3"
31
G
21
B
21'-1"
33
G
23 B
G
265
10'-6"10'-7'28
1'`23
19'-6"
26
296,
11,-4"
10' 4• 10'-4"
28
F
19
B
14'-10•
30
G
22
B
19'-3"
32
2a B
35
G
26B
9r9'-8"
2113'8'24
1 T -9'G
M29%1"36
26 C
30 E
6
7'
9'-8•
9 978'-11"
27
G
222
B
13'-12.8"
30
G
22
B
1T-16'-5"
32
G
2 B
35
G
230 B
8'-10"
25
27 C
E
7,8'
8'-0"
9'-0"8'-11"
27
G
20
B
12'-1 "
29
G
23
B
16'-8"
31
G
25 B 23-7
34
G
28 B
S,
8'-4" 8'-4"
22
11'-10"
25
15'5"
28 E 21'-9"
31 E
91
T -r
8'-6• 8'-5"
27
G
21
B
12'-1"
29
G
23
B
15'-9•
31
G
25 B 22'-3'
34
G
28 E
9,
T-1 D• T•11'
23
11'•2•
26
14'5"
28 E -20'-6-
32 F
10'
6'-9"
8%01 8'.0-T-6"
27
G
2123
B
2S
C7
23
26
B
14'-13,-9"
30
G
2 B 21,
33
G
2 E
T-2'
29 E 19.6•
32 F
10'
11'
6'-2"
7 -6 7 a
28
G
2124
B
b1'-6'
28
G
2 z7
B
4
30
G
z29ME17--l"
33
G
2
6'-6• T-2•
1 s'-2.
33E12'
S'-8`
7-0 7-as'10"29
G
2 24
B
29
G
z z7
B
13 2
30
G
2 30
32
G
3 E
s, -o•
-r
33 F
12'
13'
6-2"
7.0.6,x.
29
H
2
B
10'-1"9.3"
29
H
2
B
13'-12,-1"
29
H
2
32
H
3 24 E
.5p
24
27
30
F
13'
14'
4'-10"
s 6 95'-10"
30
H
z 25
B
9'S
30
H
25
B
12'-11,5.
30
H
230 e_—_-17
32
H
334
5'-g
8'-11•
8
6,_5"
15'
4'-6'
5'-T [55,-
31
H
22
B
31
H
25
B
12'-2'
31
H
27 B IT 3"
31
H
31 E
,
4'-9•
25
8' 8"
28
11'-3"
31 E i5'-11'
34 F
15
• THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
_
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS w
COLUMNOR THE POST SPACING SHOWN FOR THE 9 £
BEAM.MAXIMUM
//y/J��(�J�Q
SELECTED C,INEER't1►il
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH 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 d SHT. 25 FOR FREESTANDING
No
"
.� . THOMAS is'-
,CAMPBEL
IL
?"••PAJIa
FIGURE INDICATES EXPOSURE B —{�
lr:l_ FIGURE INDICATES EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: E.N. - TOM CAMPBELL 3 ASSOCIATES, INC.
DATE: 4/19= t
APMO ERI D195 SCALE: NONE COMMERCAI AND RESIDENTIAL STRUCTURAL ENGINEERING
REVISED SY: I RANCHO CUCAMONGA. CA (991) 741.2107
svuu LIVE LOAD" YAilU GWEN 5Y5TEM AS MFG. BY:
F SPApnG 7O 10, 20 & 30 pa OURALUM PRODUCTS, INC.
4EESMNDINO
ND ATTACKED HORIZ-' WIND " 9209 ALPINE AVE. SACRAMENTO, CA SSM
rL.L DO MPH 90.100a110WIN (919)452.7021FAX40331$19s&**9boa.amme SHEET 17OF33