11-0055 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: t'" X11=0-0000055
Property Address: 52550 AVENIDA OBREGON
APN: 773-285-003-2 -000000-
Application description: PATIO COVER - RESIDENTIAL
Property Zoning: COVE RESIDENTIAL
Application valuation: 1649
Applicant* Architect. or Engineer.:
A 1A
4 A .
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Owner:
SLOANE EVELYN
52550 AVENIDA OBREGON
LA QUINTA, CA 92253
VOICE (760) 777-7.012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date
1
Contractor:
.VALLEY `PATIOS
37897 CHESTERFIELD ST
BERMUDA DUNES, CA'9220 ^^�
J;�
(760)534-.4634
FLic.,No.. 937811 'r(4AL91Nf�►
,aere Y' -
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'
I hereby affirm under penalty of perjury one .of the following declarations:
Section 7000) of. Division 3 of the Business and Professionals Code; and myLicense is in full force and effect.
Phave and will maintain a certificate of consent to self -insure for workers' compensation, as provided
License Class: C51 License No.: 937811
_
.for by Section 3700 of the Labor Code, for the performance of the work for which1his permit is .
issued. _.
Date:. Contractor.: -
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor. .
Code, for the'performance of the work for whit_ h this permit is issued. My workers' compensation
OWNER -BUILDER DECLARATION
insurance carrier and policy number are:
' I hereby affirm under penalty of•peribry,that I am exempt from the Contractor's State License Law for the
Carrier EXEMPT 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 mannerso as to become subject to the workers' compensation laws of California,
permit to filen signed statement that he or she is licensed pursuant to the provisions of. the Contractor's. State
-
and agree thaf,-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
37 90 of the Labor Code; I shall f rthw.th9/cJ9{'TA�9�I with tKose.pro ' ons. •-
that he or she is exempt therefrom and the basis for the alleged exemption. Any. violation of Section 703.1 .5 by
`' `"i►%
,. any applicant for. a'permt sublec[s the applicantto a civil penalty'of not more than five hundred dollars ($500)-.: -
r,,, Date.
1 _ ) .I, as owner: of the property, brmy employees with wages as their sole compensation, wiil'do the work, and
—"
the.structure isnot intended or -offered for sate (Seca 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 ownerof.property who builds'orimproves thereon; ..
SUBJECT AN'EMPLOYER TO'CRIMINAL PENALTIESAND CIVIL FINES UP TO ONE HUNDRED THOUSAND
and who does the work himself or herselfthroughhis or her own employees;' provided.th6vthe '.
N
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGESAS PROVIDED FOR IN
improvements.are,riot intended or offeied for sale. If, however, the building or improvemerit'is sold within
SECTION 3706 OF THE LABOR CODE, INTEREST, AND•ATTORNEY'S FEES.
one year ofcompletion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.). r
(_ 1 I, as owner of the propam exclusively aexclusively contracting with licensed contractors to. construct the project (Sec.
7044; Business and Professions Code: The Contractors' State License Law doe s.not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).. .
1 ) I am exempt under Sec. B.&P.C. for this reason
Date: I 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:
LQPERMIT
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to'the Directoi'of Building and Safety for apermit subject to the
conditions and restrictionssetforth 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.
1 certify that 1 have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
of this county to enter upon the above-mentioned property for in tion purpo
Date Sig
Sig
- 1 nature (Applicant;or. Agent . e./
Application Number . . . . . 11-00000055
Permit . . . . PATIO COVER PERMIT
Additional desc .
Permit Fee . . . . 39.00 Plan Check
Fee
25.35
Issue Date . . . . Valuation
.. . .
. 1649
Expiration Date.. 7/13/11
Qty Unit Charge Per
Extension
BASE FEE
15.00
12.00 2.0000 HND BLDG 501-2,000
24.00
----------------------------------------------------------------------------
Special Notes and Comments
INSTALL SOLID ROOF ALUMAWOOD PATIO COVER
APRROX. 124 SQUARE FEET. PER APPROVED
PLANS. 2009 IBC,2009 IRC, 2010 CBRC.
-----------------------------------------------7-----------------------------
Other Fees . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
Fee summary Charged Paid Credited
----------------- ---------- ---------- -------- ----------
Due
Permit Fee Total 39.00 .00
7-
.00
39.00
Plan Check Total 25.35 .00
.00
.25.35
Other Fee Total 1.00 .00
.00
1.00
Grand Total 65.35 .00
.00
65.35
LQPERA1IT
59'-9"
Bin #
City of, LQuintd
Building 8r'Safety Division
P.O. Box. 1504, 7,4-495 Calle Tampico
la Quinta,. CA 92253' -(760) 777-7012.
Building-Permit Application and' Tracking Sheet
Permit #
Project Address:
Owner's Name: G V2 �. /�. Ao ne
A. P. Number:
Address: 5255 Q Ave. Obre r,
Legal Description:City,
ST, Zip: ��� (�� r l_ /Z' �ZZ 53
Contractor:
El/ T o S
Address: �? 9 STC -[ �-�
TefePhn
Telephone:
Project Description:1.1.�......
City, ST, Zip: Ind ( o,
?iG%
�00 Q `1���i lJJt700[ "P'l C7
Telephone: ele hone:
-0 VeY 1c. e-i
O Z
I �
s
State Lic. # : ? (I
City, Lia ,#::.:::
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:
Con tr T
s ucti n
o e:' Occupancy:
Type:* P Y
State to Lic. #:
ct cle� one) : ew dd'n Alter
type (circ Repairair Demo
of Contact Person:
/
Sq. Ft":
# Storie-T#
Units:
Telephone # of Contact Person:. — rp �j
Estimated Value of Project: Q
r ,
APPLICANT- D0-NPT WRITE BELOW. THIS LINE
#
Submittal
Req'd
RecId:.
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Cales.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked upConstruction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
'' Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
TOM. CAMPBELL &ASSOCIATES, INC.
Commercial and Residential Structural Engineering
5331 Galloway Street, Alta Loma, CA 91701
(951) 741-2107
January 3, 2011
Building Official
Local Authority Having Jurisdiction
RE: Duralum Products, Inc. Patio Covers Design Parameters
This letter affirms that the. Duralum Products, Inc. _patio. covers, installed at the site
address noted below, with solid roof'pariels or lattice purlins,as cited :in the attached
standard plans identified,as Job No. GF07-0674 and containing: my professional
engineers stamp and signature, comply with the .roof live,, snow, wind and seismic loading
requirements cited -in the 2009.`International Building Code, 2009Aniernationa[Residential
Code, 2010 California Building Code, ASCE/SEI 7-05 (Minimum Design Loads for
Buildings and Other Structures) and the 2005Aluminum Design Manual, ADM -05.
The standard, plans accompanying this^letter. must properly identify all site-specific
information necessary -for,plan`submittal to the local authority having jurisdiction by
highlighting those structural'framing member sizes and details relevant.to the patio
cover's construction at the address noted below. All,work'relevant to the construction of
the approved patio cover must be in accordance with the attached standard plans as
approved by the local authority having jurisdiction. .
Please contact me at (951),741-2107 or at ticampbell0charter.net should you require
additional information.
Site Information
I.
Nto.3741 '
Owner's Name
AddressZ�(,��
City/Town
State t� X253
PATIO COVER SYSTEM AS MFG, BY: ®URAL UM PRODUCTS, INC.
GENERAL NOTES:
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 TAO INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. 7HE:DRAWIN3GS AND, SPECIFICATIONS SHOWN REPRESENT -THE FINISHED•STRUCTURE, UNLESS OTHERWISE NOTED, AND 00 NOT INDICATE THE METHOD OF CONSTRUCTION. THE
CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALLBE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND
PROCEDURES,'
S, THE APPROVED SET OF DRAWINGSAND 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 APPROV.EDPLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER.
6. ATTACHED -AND FREESTANDING`PATIO COVERS SHALL NOT BE ENCL68ED 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 9ECURED-TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB iS AT LEAST 3112 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH
OFZERO TO A MAXIMUM COLUMN LOAD OF T60 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 61606:3.2
ta.
13.
14.
114 INCH PER FOOT. , .
rl
.o. wvcn� onhL.crvut_nt-MIALLED: INAREAS.NEAR HILLS, RIDGES;AND ESCARPMENTS A&DEFINED IN ASCEISEI 7,SECTION '6.6.7. 1, `,•^:'°"`� -
16: THE?REESTANDING ANC'ATTACHEO 601:.'1 AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS VP..EN STRUCTURES" IN ACCORDANCE WITH ASCE/8EI 7, SECTION 6.6.13,
EXCEPT WHERENOTE61N.THIS REPORT. •,
17. THE`RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO.COVE A PROJECTION OR WIDTH (P, FT), SHALL' NOT EXCEED ONE (1), / 7
18. THE RATIO (LIP); PATIO COVER LENGTH (L; FT.) DIVIDED BY THE PATIO COVER PROJECTION ORWIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1).
MATERIAL SPECIFICATIONS:
19. 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.'
20. CONCRETE'BHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH -OF 2,600 POUNDS PER SQUARE INCH.
'21: DESIGN VERTNCAL'SOIL BEARING PRESSURE 18"600 POUNDS`PER SQUARE FOOT; DESIGN LATERALSOIL BEARING PRESSURE IS 20D POUNDS PER SQUARE FOOT PER FOOT.OF FOOTING DEPTH,
(EQUAC8160 PSFIFT x1.33 PER TABLE. 1804.2 SOIL CLASSIFICATION FOOTNOTE d), , •
22_ EMBEDDED STEEL MENSERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O•LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A446 GRADE C. STAINLESS STEEL MEMBERS
SHALL CONFORM TO ASTM A653, GRADE40:
23. FASTERNERS::ALUMINUM BOLTS SHALL BE 262444; STEEL BOLTS SHALL BE ASTM A•307; HIGH-STRENGTH BOLTS SHALL BE A•326. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS,
WOOD AND LAO;SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
24. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS` SHALL BE POWERS WEDGE -BOLT+ STAINLESS STEEL'( ICC -ES ESR -2626 FOR CONCRETE AND FOR MASONRY) OR
APPROVED EQUAL.
26, ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976 OR APPROVED EQUAL,
26. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH RESIDENTIAL PATIO COVERS ONLY.
27. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS -A FIRE RATED,
NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED
I.C.C. E.S. EVALUATION DRAWN Bl': E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD : PATIO COVER SYS3.11
TEM AS MFG. BY:
REPORTNUMBER GATE: 11112011 10, 20 B 70 ps1 DURALUM PRODCTS, INC.
SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING GENERAL NOTES
ES- HORIZ. WINO - 8200 ALPINE AVE., SCRAMENTO, CA 05826,
REVISED BY: RANCHO CUCAMONGA, CA IUS1) 741.2107 U0.10081..0 MPH (016) •162-7021 FAX 510 salos(aTdurnWmsom SHEET 1 OF 33
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
SHEET INDEX : DESIGN LOADS:
SHEET # SHEET TITLE / DESCRIPTION RESIDENTIAL APPLICATIONS - IBC CHAPTER 18, IBC APPENDIX CHAPTER!
AND IRC APPENDIX H.
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 ..... ....... PANECSPANS FLATPAN ,.;,,.
8 ............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
18 &17 .... :.SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 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 FREESTANDINGAND ATTACHED 20# 0..110 MPH
24 & 25..:..SOLID'POST.SPACING:TABLE FREESTANDING AND ATTACHED
30#LL: L. 110 MPH
28 ............LATTICE :POST SPACINgTABLE FREESTANDING AND ATTACHED 10# L.L 90 MPH'
27 ............LATTICE POST,SPACINGjTABLE FREESTANDING AND ATTACHED.10# L L.^ 100,MPH
28 ............LATTICE P•OSTSPACING TABLE:FREESTANDING`AND,ATTACHED 10# L.L. 110'MPH
29 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED2. 0# L.L. 110 MPH
30...........:LATTICE;POST�SPACING TABLE
AND ATTACHED 30# L.L: 110 MPH
31 ............SOLID POST SPACING TABLE FREESTANDINGAND 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
ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
"(SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES BAND C.
100 MILES PER HOUR; EXPOSURES 8 AND C.
110 MILES PER HOUR, EXPOSURES B AND C:
1
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
COMMERCIAL APPLICATIONS - IBC CHAPTER 18.
ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
ROOF: (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT)
WIND LOADS: 90 MILES PER HOUR; EXPOSURES B AND C.
100 MILES PER HOUR, EXPOSURES BAND C.
110 MILES PER.HOUR,;EXPOSURES B ANDC.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
DESIGN ASSUMPTIONS:
A. MAXIMUM BUILDING HEIGHT.AVERAGE = 19'.
B. MINIMUM ROOF PITCH OF EXISITNG RESIDENCE = 5:12
C. MINIMUM B' PROJECTION 'D. LEAST -BUILDING WIDTH = 30'
A NOTE TO THE LO-CAL¢AUTHORITY'HAVING-JURISDICTMN-
EACH PROJECT SUBMITTED:TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY
INCLUDE ONLY THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED
WITHIN THIS'ICGLISTED EVALUATION REPORT. AT A MINIMUM, SUB MISSION'FOR A
BUILDING PERMIT MUST INCLUDE THE FOLLOWING INFORMATION FROM THIS
EVALUATION REPORT. A
A. TITLESHEET AND GENERAL NOTES.
B. STRUCTURAL CONFIGURATION (Ia. 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.
I.C.C. E.S. EVALUATION
DRAWN BY., E.N.
TOM CAMPBELL 8 ASSOCIATES; INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE:: NONE
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
TITLE SHEET
10.20 & 30 at
OURALUM PRODUCTS, INC.
ER-
REVISED BY:
RANCHO CUCAMONGA. CA 951) 741.2107
(
DESIGN LOADS
HORIZ. WIND =
90.100&110 MPH
8289 ALPINE AVE., SACRAMENTO, CA 85828
(918) 452-7021 FAX 403.1519 SalesQAurelum.mm
SHEET T-1
* SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 6 1/2' SIDE PLATES.
DRAWN BY: E.N.
SOLID
PANEL TYPES
LIVE LOAD =
ATTACHMENT CHANNEL
ALUMINUM SEE DETAIL
LFNGTIi
OSHA OFST/ZU
NOT
ATTACHMENT CHANNEL
ALUMINUM SEE DETAILS
LFnn,�
gNDS OFSTRU
ROOF PANEL
SEE SCHEDULE
FOR SPANS
TNEI BFCn/RF V,,�/
�'ROJEnON Ty ES
` - - .I'^W
ROOF PANEL MIN. 0.25' SLOPE PER FT.
SEE SCHEDULE
FOR SPANSpROJE
NOT a eV
/FS
•"W
..
O. SQ
f _ _
O.
3 1/2' SLAB
MAY BE USED •
'O.H.' NOT TO EXCEED 25%
OF SPAN
* pr
' ` 4
'O.H." NOT TO EXCEED 25%
OF SPAN
SHEET 2 OF 33
SEE DETAIL FOR SPLICE
POST
�t SOTPOSTS SIZE VARIES SFF SCIi� 0/NG
i
OPTIONAL* CANTILEVER BEAM;
SEE SCHEDULE FOR
" SEE DETAIL FOR SPLICE
p0ST
rs ft SO POSTS SIZE VARIES SfF S ,ACING •
OPTIO L: CANTILEVER BEAM
SEE SCHEDULE FOR
OVLfS POST SPACING EDUCES PO SPACING
0'H � O.y
IIT SLAB ?Sy,_OF Spm 3 1/2' SLAB ?Sgb OFSpAN iv
ALTERNATE: ALTERNATE:
414MENT SINGLE POST ATTACHMENT SINGLE POST -
BE USED I SEE SCHEDULE MAY BE USED SEE SCHEDULE I
RMITTED. WHERE PERMITTED.
-HEDULE SEE SCHEDULE , NOTE. SPLICE AT THIS
L HT.- 17 NOTE: NO SPLICE AT THIS MAX. HT.= 17 POST AND'AT END BAY
POST AND A END BAYS: -
NGWHERE REQUIREDOFESSI /1/� DOTING WHERE REQUIRED
SEE SCHEDULE Q� �` SEE SCHEDULE
RFOOTING CUBE SIZE NOTE: EACH COMPONENT IS 1 TE Q `" f^jq Fjy OR FOOTING CUBE SIZE NOTE: EACH COMPONENT.IS INTER -
ALUMINUM
ROOF PANEL
SEE SCHEDULE'
FOR SPANS
'O.H.' NOT TO EXCEED 25%
OF SPAN.
SEE DETAIL FOR SPLICE _
SO. POSTS, SIZE VARIES
CHANGEABLE -WITH ANY CHANGEABLE WITH ANY OTHER `
KCOMPONTbNT UNLESS OTHER / COMPONTENT UNLESS OTHERWISE SHOWN.
AZ
"NW/CTEVB" ATTACHED MULTISPAN W/CANTILEVER OPTION
LENGTH n. h1 - LFNG
UMINUM OFSTRUC��VAR/
O.H OFSTRf/C�RFVAR * r �T C�� OF
PANEL
ANE' MIN. 0.25' SLOPE PER FT. O.H fs
DU
FOR SPANS
0
'O.H.' NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
OPTIONAL• CANT VER BEAM POST < ' OPTI NAL: CANT EVER BE
SEE SCHEDULE FOR SFfs SPACIIyG' SEE SCHEDULE FOR -
POST SPACIN SQ. POSTS, SIZE VARIES CHFDl,LFS 1 P ST SPACING
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
5 p Sp
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY: -
ALTERNATE:
�OFSpAAAvvv
DATE: 1/112011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
3 1/2' SLAB IIIALTERNATE:
MAY BE USED
SEE SCHEDULE
DURALUM PRODUCTS, INC.
iv
SCALE: NONE
REVISED BY:
3 1/2' SLAB
MAY BE USED •
SINGLE POST
SEE SCHEDULE-
* pr
' ` 4
Iv
SHEET 2 OF 33
TO. CONSTRAIN
W
W
NOTE O SPLICE AT THIS
TO CONSTRAIN
NOTE SPLICE A THIS
FOOTING, SEE'* *
POST D AT END BAYS.
FOOTING, SEE
POST 4D AT 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
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY: -
REPORT NUMBER
DATE: 1/112011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID PANEL
STRUCTURES
10.20 8 30 Pel
DURALUM PRODUCTS, INC.
ER-
SCALE: NONE
REVISED BY:
RANCHO CUCAMONOA, CA_(951) 741.2107
HORIZ. WIND =
B0, 100 8 110 MPH
8289 ALPINE AVE.. SACRAMENTO, CA 9-26
(918) 452-7021 FAX 403-1519 sales®dumlum.com
SHEET 2 OF 33
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C
7T_- 09R. (Is) -.srEssto7r osR p s) sT'
r4d�,
ALLUUNMARKED RADII 0 RR Q�, C7/y2T=SEETAR_LFBELON N Q` ° O
75° " .75" h^ p.3794
5,
ALUM. ALLOY 3004-H36 OR EQUAL *S �3� y
0� CAS-\
FIGURE INDICATES NOT ENCLOSED FIGURE INDICATES ENCLOSED, .
(IN.ACCORDANCEaWITH CBG S.IBC,APPENDIX,1
30
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC:
8'x'.21y2dFLA PAN
LNE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
L.L.=
PANELT'
X90 MBH'SFAN�
: 100 MPH
SPAN
110 MPH
SPAN
(PSF)
(IN.)
�;EXP;B � 3€EXP:Cj , EXP.B
EXP.0
EXP.B
EXP.0
ER
12'-1"
12'-1,'
12'-1'
11'-7`
(918) 452-7021 FAX 403.1519 ealesQdureNm.com
.020.
�1�
12�1
11'-1"
�12
�F
13'-1'
12'-11'-
. -
10
.024
13'-1"
12'x'
12'-4"
11'-2"
15'-3°
' 15'-3"
15'-3"
15'-3"
15'-3"
15'-3'
.032
15'-3'
15'-3"
14'-5'
14'-5"
13'-9°
1 T3"
1T-3"
1T3"
1 T-3"
1 T-3"
17'-3-
.040
17'-3"
17'-3"
17'3"
16'-5'
16'-5"
15'-r
10'-0"
10'-0"
10'-0'
10'=0" '
10'-0'
101-0'
.020
-0"
10'-0"
10'-0'
9 =5"
9'-5*
8'-9°
10'-10'
10'-10"' .
10'-10"
10'-10"
10 =10'
10'-10"
.024
20
10'-10"
10'-10"
' 10'-10"
10'-5'
10'-5"
10'-0"
12'-7°
12'-7"
12'_7•
12•_7,
12,_7,
12'_7•
.032
1r -r
1r-7•
iz'-r
1z,_z.
12'-z•
1 r -e"
14'3
14'-3'
14'3'
14'3
14'-3'
14'3"
.040
14'-3"
14'3
14'-3'
13'-9"
13'-9"
13'-3"
7'-8-
7-8'
T-8'
T-8"
T-8'
T-8" .
.020
9'- 5"
91-51
9' 5"
91-Y
9'-5-
.024
�9'-5
9' S..
9'_5.
,9._3.
91
10'-11"
10'-11"
10'-11"
10'-11°
10'-11"
10'-11"
2
[104
10'-11"
10'-11"
10'-11'
10'-9°
10'-9'
10'-6'
12'5"
12'-5'
12'5'
12'_5,
12'_5"
12'_5•
0
12'-5"
12'-5"
12'-3°
12'-3"
11'-11"
A �2 ry ALL UNMARKED RADII .08R
/ 2.5" THEE TABLE BELOW N
m TYP• .38"
8 m .7s s°
1 � 5.25'
�Q ALUM. ALLOY 3004-H38 OR EQUAL
6" x 2 y" FLAT PAN �
L.L.= PANELT 90 MPH SPAN 100;MPH SPAN 110 MPH SPAN
(PSF) (IN.) EXP.B EXP.0 EXP.B 'EXP.0 EXP.B EXP.0
.020 13'-4' 13'x" 13'x' 13'-4" •13'-4' 13'-2'
13'-4" 13'-4" 13'-4" 12,-7" 12,_7, 11•_5•
14'-9" 14'-9" 14'-9" 14'-9" 14'-9" 14'-8'
.024
10 14'-9" 14'-9' 14'-0" 14'-0' 13'-1"
1T-4' 1T�" 1T-4"• 1T�" 1T�" 1T-4'
.032
1 Tom" 1 T-4" 1 Tom" 16'-5° 16'-5" 15'-8'
.040 .19'-7" 19'-7" 19'-7" 19'-7" 19'-7"
18•_7• 19,_7, .19'-7 187• 18,_7• 17•_9:
.020
' 11'-0" �111-0-
10, 11'1%0-0" 10'-8" 10'-8" 10'3"
.024 12'-7" 12'-7" 12'-7" 12'-7" 12'-7" ' 12'-T
20 '12'-7" 12'-7° 12'-7" 12'-2" 12'-2' 11'-9"
.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"
16'-2" 16'-2" 16'-2" 16'-2" 18'-2" 16'-2"
.040
16'-2" 1 B'-2" 16'-2" .15'-8"-8", 15'-1'
9'=7" 9'-7" 9'-7" 9'-7" 9'-7" 9'-7'
.020
8'-7" 9'-T' 9'-T 9'-4" 9'�" 9'-1"
10'-7' 10'-7" 10'-7' 10'-7" 10'-7' 10'-7" '
.024
30 10'-7" 10'-7" 10'-7" 10'-4" 10'-4" � 10'-0"
12'-5" 12'-5" 12'-5" 12'-5" 12'-5" 12'-8"
.032
12'-5" 12'-5" 12'5" 12•_1, 12,_1• 11'-9,
.040 14'-1" P14
'1° 14'-1" 14'-1" 14'-1' 14'-1'
14'-1" '-1" 14'-1' 13'-8" 13'-8° 13'4"
LC.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC:
LNE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 1/11/2011
10, 20830 Pal
DURALUM PRODUCTS, INC.
REPORT NUMBER
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO
PANEL SPANS
HORIZ. WIND =
8268 ALPINE AVE., SACRAMENTO. CA 95928
ER
REVISED BY:
RANCHO CUCAMONGA, CA (951 741-2107
)
90, 100 8 110 MPH
(918) 452-7021 FAX 403.1519 ealesQdureNm.com
SHEET 5 OF 33
LC.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC:
LNE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 1/11/2011
10, 20830 Pal
DURALUM PRODUCTS, INC.
REPORT NUMBER
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO
PANEL SPANS
HORIZ. WIND =
8268 ALPINE AVE., SACRAMENTO. CA 95928
ER
REVISED BY:
RANCHO CUCAMONGA, CA (951 741-2107
)
90, 100 8 110 MPH
(918) 452-7021 FAX 403.1519 ealesQdureNm.com
SHEET 5 OF 33
PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C
r #14 X 3/4" S.M.S. AT EACH VALLEY TO BEAM
24"
24" TRI -"V" PAN
3/4" S.M.S. AT EACH
ALLEY TO BEAM
12" -
12" x 31/2�ANEL
#14 X-314" S:M S AT•EACH
VALLEY TO`BEAM
6:00" 18.00" --�
6'w1,8'=x 2 Y2 FL T PANaW1(2 =Visl
NOTE: FASTENERS INDICATED ARE T4E USED �QOF
AT EACH SUPPORT BEAM AND HE)AQER
I y r FAN BEAM (19'-0" MAX SPAN)
HEADER
CEILING FAN AND/ —
EXIST. WALL OR LIGHT FIXTURE
(MAXI_ 30 lbs.)
2'
JT=.075" TYP. 2 112"
FAN,BEAM ALUM. ALLOY 6063-T6
EXIST. WALL --,,,,,ATTACHMENT AT, HANGER CHANNEL
FAN BEAM
SEE TABLE HANGER
SHT:9 CHANNEL
FAN BEAM 2 /2"
tv
#12 S.M.S. SCREW #12 S.M.S. SCREW AT HANGER CHANNEL
ATTACHMENT AT HEADER
FAN BEAM #14 z 3 112". S.M.S. SCREW
AT BEAM
FAN BEAM
S Cl A- .
.,AMIg 2112"
#14 x 3 1/2" S.M.S. SCREW
0.042"x3"x8" HEADER AT BEAM
DRAWN BY: E.N.
TOM CAMPS L 8 ASSOCIATES, INC.
LNE LOAD -
COVER SYSTEM. AS MFG. BY:
I.C.C. E.S. EVALUATION
DATE: 1/11/2011
PANEL FASTENERS
10. 20 & 30 pst
JPATIO
DURALUM PRODUCTS, INC.
REPORT NUMBER
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AN BEAM
HORIZ WIND -
8268 ALPINE AVE.; SACRAMENTO, CA 95828
SHEET 6 OF 33
ER-
REVISED BY:
RANCHO CUCAMONGA. CA (851)741-2107
80, 1008110 MPH
(916)452.7021 FAX403.1519 ealesQdurefum.00m
COLUMN /POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
MAX. HEIGHT= 10'�3 MAX. HEIGHT CX10'= G=3•So.x(=.186"
3. 1 � 3.00" SO.
3.00"SD. -;024:- ,ato sMs 3:00" SQ.. -r. "
032 @24 dC.H=3'SO.xt=.250•
I7 EA. SIDE
1'0� I=3'SO.xt=.313"
6.5" 3" J =4'SO.xt=.788"
C
`ACUA� 14"R "ALUM K =4"S .x1=.250"
L—.032- NP' I .048"STEEL
BX28"
O 5 "PLyAlUG O
3SQALUM:POST, MAG POST SQUARE
3"'S.Q, ALUM. POST W(TH?SIDE PLATES. OD 3" SQ. ALUM. POST STEEL POST
ALUM. ALLOY 3004 H36 ``+3"7SQ° STEEL POST->,
MALUM: ALLOY 3004_H36 � B ALUM: ALLOY 6063-T6 ASTM A500GRADEB
ALUM. ALLOY' 3A OR 20"
9-T6 --'2.40"
1.375
0 75"
0
.60!!"-
ALL 1}4• x tY•5 Ye HOG .090" TYP-
HER PLATEAT ANCHORS
110 MPH 'I I L�
CE 7/16"0 HOLE
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
-
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
FOR 318" MB .56"
DATE: Ili 112011
2 FLANGES
COLUMN
10,20&30Ps1
DURALUMPRODUCTS, INC .
1(918)452-7021
2 118" APART
ASTM GRADE_36 STEEL 1.125•
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
2j5".
INSTALL IY2" x ty , xy' HDG
8288 ALPINE AVE., SACRAMENTO, CA 85828
ER-
REVISED BY:
WASHER PLATE AT ANCHORS 75"
90, 100 & 110 MPH
75"
BASE FLARES
157"
TO 3'WIDE EA.
TYP
SIOE'OF.FLANGES
USE FOR 3'
1175-
POST ONLY
5.50'
(j1 -7/16"Q HOLE
%2- 5118"0 HOLES
& 23/8"HOLES,
TYP. EA. SIDE
'ALUM T BRACKET . STEEL "T" BRACKET 5
E$SfQN�, T=.060" TYP--{ (� — (4) SDS 2541-2
�O' Icy 1 • LA2jA' F2. ",
'm
37948 m
:3131111 ,�
ALUM.ALLOY
6063-T6
"H" BRACKET
-'y
3" x 8" ALUM. RAFT. BRACKET
3" x 8" ALUM. HEA
HEADER BRACKET"
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
-
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
DATE: Ili 112011
COLUMN
10,20&30Ps1
DURALUMPRODUCTS, INC .
1(918)452-7021
REPORT NUMBER
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST TYPES
HORIZ WIND =
8288 ALPINE AVE., SACRAMENTO, CA 85828
ER-
REVISED BY:
RANCHO CUCAMONGA CA (851) 741-2107
90, 100 & 110 MPH
FAX 403.1518 salsa®duraWm.com
SHEET 8 OF 33
MANGER CHANNELS AND MOUNTING BRACKETS .
ALUM!_30.04H36—. 1.50' WALL FASTENI
06 SEE TABLE
IT
"5 ^
' 017 2)90
DIA. 014 SMS (off PANEL
LOCKS OR 08 SMS -
563" AT FA rANTACT
WALL .
-FASTEN'.
SEE TAB
R.F. OR EXT.. HANGER
CHANNEL, 2X OR 3X
RAFTER BRACKET.
N M M .281"
-RS ALUM.ALLOY
LE 6063-T6
O6 B
EXTRUDED HANGER CHANNEL
FASTENERS, SEE TABLE
A34 FRAMING ANGLE
r'SEE TABLE—i
ALUM. PANEL 2X OR—/ r
3x ALUM RAFTER' 1
FASCIA BOARD EXIST. SAVE
ALLOWABLE PROJ. EXISTING EA
SEE TABLE BELOW OVERHANG ,
(24' MAX.)
EXISTING SAVE CONNECTION
RAFTER
2.740"
i T=.060" J w
IV
WALL FASTENERS
SEE TABLE
ROOF PANEL
—{
$
CONTINUOUS A. RAIL
(WHERE OCCURS)
LL=10 . LL=20 LL=30 ALL=.fO�?`a LL=20 `' ° _LL=30' LL=10' LL=20 LL�O
90 A. "° B. B, WC`X': D D E E F
v
.Z)
#14 SMS ®EA. CONTACT
y
ALUM.ALLOY
6053-T6
APPROVED 3' OR 4'
ALUM.ALLOY INSUL. ROOF PANEL
6063-T6 -,
A=SDS25412 W/A34 FRAMING ANGLE AT: EACH RAFTER, 24" O.C. MAX
A
oN
O"
WALL CONNECTION.
�u
O
I.R. HANGER OC y
I a _
#14
SMS T&B ,
HANGER/ RAIL FASTENER TO FASCIA; WALL: (STUD; MASONRY.OR CONC:)
WIND AT,INOOD STUD ` AT MASONRY (SOLIDIGROUTED
AT 2x FASCIA `-t `#
DESIGN �y 16 O C r'M CELL AT FASTENER) OR CONC.
LL=10 . LL=20 LL=30 ALL=.fO�?`a LL=20 `' ° _LL=30' LL=10' LL=20 LL�O
90 A. "° B. B, WC`X': D D E E F
-100 A" B B -_C ' D D E E F
110 A' B B_' C D D E E F
LL=20 ;
DESCRIPTION OF LAG SCREW SEE NOTE BELOW
2"-x4.'
FULL OR'
2" z 6"". 1
NOTCHED'
A=SDS25412 W/A34 FRAMING ANGLE AT: EACH RAFTER, 24" O.C. MAX
Zo
BPSDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24" O.C. MAX.
�u
TUD, t.6° O C4 AX:uu��
w
W AT EACH STUDLIN O C .INTO SOLID -GROUTED CMU CELL OR CONCRETE
3F����KOIUTED
24" O.C.
'F=3/8"0 z 1 1/8" AT 12° O.C. INTO SOLID-GROUTED,CMU CELL OR CONCRETE
.8. -Jo.
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 26 SHEET:1
EXIST, RAFTER
ORAWN BY: E.N.LIVE
ALLOWABLE DECK / RAFTER SPAN,
RAFTER SIZE
SPACING.
OVERHANG (L)
LL=10
LL=20 ;
LL=30
2"-x4.'
FULL OR'
2" z 6"". 1
NOTCHED'
16"O.C.
` .
t-6"
18-8:,
... .18',8",
14'-2"
2'-0" 14-0' 92'-8"
'.9'-7"
24" O.C.
1'-6" .12'-5" ill -8...
.8. -Jo.
2'-0" 9'4' 7'-4"
VmT'
2"x6" FULL,OR
2"x8" NOTCHED ,'
24 " O.C.
2'-0"
19'-11°
19'-4"
2 EACH 1/4.0 x 3-1/2' LAG SCREWS L.L=10 psf
2"x8" FULL OR
2"x1O' NOTCHED„
24" O.C.
r -o-
31'-11"
31'-11"
25'-0"
NOTE:: 2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE
NEEDED TO EXIST. WALL.AT.-WD. STUDS (16' O.C.)
DESIGN LOADS AT EXISTING ROOF OVERHANG: RDL=15psf RLL=20psf
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:
1
�TEQF CA
3/16"
6" 0. STEEL
0 1/4'0 HOLES,TYP.
1D# L.L.=(2)1!14 SMS EA. -SIDE 8 00 '-
1 1@° 20#/30#L.L =(2)#14 SMS EA. SIDE 0
U -BRACKET
— -- 1 1/4'
3/4" OR 1 1/2",
ORAWN BY: E.N.LIVE
NOTE: PROVIDE WATER
HANGER CHANNEL
LOAD =
PROTECTION; METAL FLASHING
I 2" X 61/2' OR '
REPORT NUMBER
CAUCK JOINTS AND SLOPE
' 3' x 8",ALUM.-TO
5' MIN.
oRn IN
-
I . RAFTER'
IDURALUM PRODUCTS, INC.
TYPICAL BRACKET AT EVERY 2x .
314' OR 1 1/2'
SCALE: NONE
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741.2107
-
HORI2. WIND =
90, 100 8 110 MPH
FOR SPAN SEE ALLOWABLE
SHEET 9 OF 33
' DECK/RAFTER SPAN TABLE
EXISTING WOOD STUD FRAMING
GTH
-
2x8 OR 2x8 LEDGER
2 EACH 1/4.0 x 3-1/2' LAG SCREWS L.L=10 psf
ZE2
EACH 7/16'0 x 3-1/2° LAG SCREWS L.L.=20 AND 30 psfR
W.S.
r(34.3
)-#14x7 3/4(2°
MIN. PENETRATION INTO
PATIO COVER
EXISTING WOOD STUD)
NOTE: USE LEDGER WHERE RAFTER SPACING
EXCEEDS EXISTING STUD SPACING
NOTE:BRACKET
SEE FOR ATTACHMENT NOTE: PLACE•SIKA
MAY BE MOUNTED
MATERIAL BETWEEN BRACKET AND COMP. BELOW RAFTER W/
RAFTER TO SHINGLE ROOFING
TO PROVIDE SEAL SAME CONNECTION'S.
WALL CONNECTION O
O BRACKET CONNECTION
I.C.C. E.S. EVALUATION
ORAWN BY: E.N.LIVE
TOM CAMPBELL 8 ASSOCIATES, INC.
HANGER CHANNEL
LOAD =
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 1/112011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
70, 20 8 30 pal
IDURALUM PRODUCTS, INC.
ER-
SCALE: NONE
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741.2107
ATTACHMENTS
HORI2. WIND =
90, 100 8 110 MPH
8288 ALPINE AVE., SACRAMENTO, CA 95828
(g18) 452.7021 FAX 403-1619 salea(1Qdumlum.mm
SHEET 9 OF 33
COLUMN/
POST TYPES
& SURFACE
MOUNT
AND
EMBEDMENT DETAILS
'
EMBED.
18" 18' SQ. ` 12"
BOLTS
ALUM.TBRACKET USE WITH
_
21" SQ.
12"
23' & 24' CUBE
(2}1/2'0
3 1/4'
'B E: T
I
POST TYPE B,C,D, OR E.
25' -SO' CUBE
(4}t/2'O
. STEEL POST ONLY:
24" 28" SQ. 20"
•- 26"'
QF 3�SQ:eP.OSTi1N/-
23'
STEEL.'T'BRACKET USE WITH
(4)-"'0
4`
USE POST TYPE
F, G. H, J OR K
(3}5/8'0 BOLTS
FOR POST TYPE J
25" -
2 �).12'SMS EA.
(')(�
(4}3/4'0
POST TYPE B.C,D,E,F,GJW OR K.
30? 39" SQ: 28"
32"
43' SQ.
30" '
40'- 42' CUBE
3"SQ. .0
� SIDE 01' POST OR
' t/4'M.B.THROUGH
3' SO.
ALUM.TBRACKET:
USE (2)-3/8.0 HILTI
KWIK OLTSOREQUAL
1/2 DEPTH OF
I
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
(2}1/2'0 BOLTS
4
16"INSERT
d1 POST
(2)-1/4"0 POWERS WEDGE-
i
I SEE NOTES BELOW
USE HILTI :
USE (2}3/8'0 HILTI KWIK
BOLTS OR EQUAL
FOOTING OR.
12' MIN. EMBD.
I
I
FOR ALL OTHER
CONDITIONS
x .188'
4 5' ASTM A36
BOLTS+, OR EQUAL, EACH
2 V4' EMBEDMENT DEPTH
. •. •.
• : I I
'
STEEL
BRACKET TO SLAB.
FOR KWIK BOLTS)
.
��:
T.O.C.
MINIMUM DISTANCE TO
'S
EDGE OF SLAB = 4" OR
A;.,
w
B STO
CRACK = 10"
G
�i
w j zd
ASTM A572
STEEL'
MIN. EMBEDMENT)
a
• • .
H w a
DEPTH 4
(1�1/2.OM.8.
+'�.:L '�
3/16"
SLAB SHALL.BE:IN
a / GOOD CONDITION
POURED CONCRETE
FOOTING SEE NOTE
x LONG, 1'
FROM END
��.� • •'•
:
rn
p m
OF POST -
�• ;1
z
OR FLUTED (STI.)
3 1/2> MIN;
FOR SIZE
SEEFOOTINO
POURED
SQUARE, SEE FTG.
OR 4' SQ. POST (STI.)
-
SCHEDULE QUAR
CONCRETE
,4
SCHEDULE IN BEAM
.INSERT
-
LE X-1 NT IS G SLAB• .� O
IN BEAM SPAN TABLE
_ 3" SQ.POSTS TO CONC. FOOTING _ O
FOOTING
SQIINTO
OOTl GEED.
SPAN TABLE
O
PL.5/8 "THK. --
1
;
ATTACHED
ALTERNATE FTG.
ATTACHED -ONLY
FOOTING & ANCHOR BOLTS
CUBE SIZE '
SO. 18' DEEP ' CUBE FTG.
FOOTING SIZE
SINGLE POSTS
'
EMBED.
18" 18' SQ. ` 12"
BOLTS
20'
_
21" SQ.
12"
23' & 24' CUBE
(2}1/2'0
3 1/4'
' 22"
25' SQ.
16"
25' -SO' CUBE
(4}t/2'O
31/4'
24" 28" SQ. 20"
•- 26"'
32' SQ.
23'
31'- 34' CUBE
(4)-"'0
4`
28"
35" SQ.
25" -
35' - 39' CUBE
(4}3/4'0
4 3/4"
30? 39" SQ: 28"
32"
43' SQ.
30" '
40'- 42' CUBE
(4}3/4'0
4 3/4"
-
34"
4T SQ.
32'
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
36" 51" SQ. 34 -
38" 55" SQ: 37"
40" 60" SQ. 39" ,
42" 64" SQ. 41'
44" 69' SQ. 43'
• CUBE FOOTING WI 4' SLAB
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
.NOTES:
1. DO NOT USE ALUM.'T"
BRACKET WITH 3X8 BEAM
'WBNSERT, MAG BEAM, 4" OR
7' I -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE:
2' X)6" -X 5Y2' AT
STEEL.'T' BRACKET,
3. POST'TYPE F.
DO NOT USE STEEL T
BRACKET W/7" I -BEAM,
WELDED STEEL BASE PLATE (1 0)
- BASE•PLATESCHEDULE'
PLATE SIZE'
MAYBE USED WITH POST TYPE, SEE SHT. 9`�
9" SQ. x 6/8' I
B, C; D, F, G,'& H'
FREESTANDING
BASE 'PLATE .ANCHOR
BASE PLATE
ANCHOR BOLTS (SIZE & TYPE)
9"x9"x 5/8'
(4} 3/4"0 HILTI KWIK BOLT TZ STAINLESS
STEEL PER I.C.C. ESR -1917 OR EQUAL
(4 3/4' EMBEDMENT DEPTH)
I.C.C. ES. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
COLUMN
LNE LOAD
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 1/11/2011
COMMERCIAL AND RESIDENTIAL STRUCTURAL. ENGINEERING
SURFACE MOUNT
10;20830 psf
DURALUM PRODUCTS, INC.
ER-
SCALE: NONE
AND EMBEDMENT
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95828
REVISED BY:
RANCHO CUCAMONGA CA (951) 741-2107
90. 1008110 MPH
(916)452-7021 FAX 403.1519 sales®dumlum.com
SHEET 10 OF 33
HEADER BEAM TYPES & ATTACHMENT DETAILS
1.52" .61" GUTTER EXT. CLIP. GUTTER EXT. CLIP
3.00" SQ.
2.00" SPLICE WHERE SPLICE WHERE
179" OCCURSSPLIOCCURSE OCCURS
075'
73" 2.57 as TYP. 14"R _ 48"
TYR
2.19" 204 oss
2.04' TYP.
2.08" W21
rt 3.0 28"
41 0963- .Doom
ASTM A653 GRADE 40
.038" R:F..GUTTER ALUM. ALLOY ALUM. ALLOY
FASCIA -ALUM. ALUM. O
ALLOY 6063-T6 6063-T6, E
ALLOY 3004-H36. A 6063_-T6
6.5" ROLLFORMED O 4.5"GUTTER B SSIO G. GUTTER O MAG BEAM 3" SQ. STEEL BEAM
e Cq' .
3.0"
2"es MAX. 2'
17 o.37 . ` f--- f` IF
31(11 W' �...
-
SPLICE'SPLICE "x. Q .. y .042"
WHERE " 6.O"
occuas 4" OCCUR9 f .032" — ► 032'
070042"
TYPTY 110".
. . . L__T
ALUM. ALLOYALUM. ALLOY ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004 H36 OR EQUAL ALUM. ALLOY 3004-H36
OR EQUAL
6063-T6 W63.76 J J
4" I -BEAM O 7" I -BEAM O^ 2 x 6 RAFTER 'DBL. 2. x 6.5 BEAMO
3x8BEAM
g,"
tI
MAX. 3" s• � �- MAK .. 3" s. 62 C5"
I I � � .375"
AflK
—� .042" .042" F? T = 14 GA.. T = 0.125*,
8 7.8 5" ASTM A653 GRADE 50 '6.6 56"
ALUM. ALLOY 8083-T8
fir
_T
ALUM. ALLOY 3004•H38 ARUM. ALLOY 3004-H38 �..1+1
OR EQUAL OR EQUAL .375"
ALUALLOY 3004-H36 r,`tL 2.875"
OR EQUAL i
" O DBL, 3 x 8 BEAM O 3 x 8 BEAM O 7" I -BEAM "C" P
�3 x:8BEAM- W/STL,�INSERT DBL. 3 x 8 BEAM W/ DBL. 3 x 8 STL. INSERT STEEL INSERT SPLICE /INSERT
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
I.C.C. E.S. EVALUATION
REPORT NUMBER
DATE: 1/11/2011
sEVI.E: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TYPES
10, 20 8 30 psl
HORI2. WIND =
DURALUM PRODUCTS, INC.
8268 ALPINE AVE., SACRAMENTO, CA 95826
1(916)4S2-7021
ER-
REVISED BY: -
RANCHO CUCAMONGA CA (951) 741-2107
�
90, 100 8 110 MPH
-FAX 403.1518. aeleaQdumlum.cam
SHEET 11 OF 33
DOUBLE RAFTER CONNECTION DETAILS
BEAM TO POST CONNECTION
TOM CAMPBELL $ ASSOCIATES, INC.
BEAM SPCICE�T0,�3�;�-
�.00=.CUR'DIRECTLY OVER X518"
LIVE LOAD=
0 PLASTIC,
POST. NOT PERMITTED P UG;WHERE
1 1/2" OR 2"LATTICE #8 S.M.S.
FESSIQ/y 6 SCREW_ .S I ®2 -POST UNITS SCREW IS INSIDE
ALTERNATE 1/2" DOUBLE RAFTER-
BOLT CONNECTIO PLAN 2 QlVD
PER SIDE I _
' CA/GJFiy� ' " .5". �-�#14 SMS MAY Y
BE USE AS
LATTICE
1
ALTERNATE: [V C�
�
y ALTERNATE TO
3.5' 5
REPORT NUMBER
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFT S.M.S. EAC
RAFTER TO COL. — Z.
CONNECT. (8
r M'
r <m'
NoVmow.
, 3
3.5 ; % 3.5"
1/4"0 BOLTS
ER-
REVISED BY:
RANCHO CUCAMONGA, CA (951 741-2107
)
-TOT
fes,
13 j
(878)452-7021 FAX 409.1519 sales®durelum.com
8" BEAM'
5"
1•
\ .I
C ❑1 OR ❑2
4.5.0 B• ,
�F�Q 6-#14' SMS
CP '
1'
EACH SIDE. I I 6 1/2" SIDEPLATE EA.
SIDE SEE POST SCHED.
3"x 3•STL.POST (24")
OR
o•
ALTERNATE:
ALTERNATE:
•#14'SMS EA. SIDE
P. MID HEIGHT
f '
INSERT ATTACHED
AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES
3"x 3"STL.POST COLUMN
(2)-3'x8'HEADER
FOR FREESTANDING
(2}1rz•solT
BEAWTO'POST C`ONNECTfON 21
2"x 6.5' SIDEPLATE
-
.PSCHEDULE -;
DBL. RAFTER DBL. HEADER CONN. 19
3' SQ: x 032" + (2)-2" x•6 1/2' x 024' 3" SQ, x .032" + (2)-2 x 61%2" x .032"
�( W/ (6)-' 14S,M.S: EACH SIDE: W/-,(6)414 S.M.S. EACH SIDE. ,
USE ON'CONC. SLAB ONLY USE ON CONC. SLAB -OR FOOTING.
#8 S.M.S. EACH SIDE
EXISTING
LATTICE 1 1/2' OR 2"
SHEATHING
DBL: 3"X8"X.042 BEAM
OR DBL..2"X6.5"X.032' BEAM
2'x6", LEDGER
(NEW OR. EXIST.)
'
2"x6.5" AR 3"x8" RAFTER
N_
ALTERNATE: 1/2"BOLT
I ' o
ALTERNATE:
of
(2) SDS25412
(2)- #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION
5/8" 0 ACCESS HOLES
(4 -TOTAL)
INSTALL 6 - #14-X %"
-
ALTERNATE:
r
3" SO. POST
LONG SDS Q EACH
HEADER TO COLUMN
(2)- 2x6.5" OR (2)-3"x8" HEADER
EXISTING
1" STUCCO OR EQUAL
(12 FASTENERS PER
ALTERNATE:
CONNECTION)
3"x3•x0.024" (1) - 1/2". BOLT OR
2.5' PENE. INTO EACH WOOD STUD
CONNECTOR (2)- #14 S.M.S. EACH RAFTER
EXIST. STUCCO / LEDGER
DOUBLE HEADER TO
STUB COLUMN TO DOUBLE HEADER CONN. 20
ATTACHMENT DETAIL 22
COLUMN DETAIL 23
BRAWN BY: E.N.
TOM CAMPBELL $ ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
I.C.C. E.S. EVALUATION
DATE: 1/11/2011
LATTICE
1
DURAL PRO, INC.
REPORT NUMBER
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
CONNECTIONS
ORIZ. W0 D
IN SACRA
8299 ALPINE AVE., SACRAMENTO, CA 95528
ER-
REVISED BY:
RANCHO CUCAMONGA, CA (951 741-2107
)
g0,.100 8 110 MPH
(878)452-7021 FAX 409.1519 sales®durelum.com
SHEET 14 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. YxTx.042" BEAM! 3"x8" BEAM w/INSERTa DBL. 3"x8" BEAM r
3"x8" BEAM EACH w/ A 3"x8" STL. INSERT
5o MAX.COL. MAX.POST MAX.POST FREE ND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST-FREETAND ATTACHED MAX.POST FREESTAND ATTACHED 50
°03 SPACING SPACING SPACING SPACING SPACING °0
ON SLAB * 2x6 5'FOR x 032 FOR 3"
9" N P0.STYPE �1 NG. TYPE (SPAN) SING TMPE (NG TYPE (SPAN)y -� NG. OPOST POST I N,) (IN.) TYPE S(PAIN) (NG TPOST POST
YPE TYPE
12'-8" 12'-8" 15 18'-2" 17 23'-7" 19 33'-4" 21
4' 17'-0" 11'-9" 11'-10" 30 F 17 B 16'-9^ 30 G 19 B 21'-9" 34 G 21 B 30'-9" 36 G 23 B 4'
5' , 13'-7" 11'-4" 11'-4" 31 F 16 B 16'-3" 31 G 18 B 21'-1" 33 19 B 29'-10^ 33 G B 5'
10'-6" 10'-7" 18 15'-0" 20 r1.9'=6'� G 22 27'-6" 24 E
10'-4" 10'-4" 33 F 16 B 14'-10" 33 (� 18 B 19'-3" 33 G 20 2 B C 27'-2'5._2,. 33 G 22 5 B E 6'
6' 11'-4" 9'-7" 9'-6" 18 13'-8" 20 1 T-9"
7' 9'-8" 9-78'-10" 9,-78'-11" 34 G 1719 B 13'-812'-8" 34 G 1921 B 17'-t6'-5". 34 G 2 23 B C 25 23'-3^ 34 G 23 26 B E 7'
8' 8'-6" 9'-0" " 8'-11" 17 12'-10" 19 16'-8" 35 G 21 B 23'-7" 35 G 23 B 8'
8-4 8'-4" 35 G 19 B 11'-10" 35 G 21 B 15'-5" 23 E 21'-9" 26 E
8'-6" 8'-5" 17 12'-1" 20 15'-9" 21 B 22'-3" 24 E '
9' 7'-7" T-10" 7'-11" 37 G 19 B 11'-2" 37 G 22 B 14'-6" 37 G 24 E 20'-6" 37 G 27 F 9
10' 6'-9"
81 -0"7,-2" 8 -0"7,-s" 38 G 1 20 B 11'-610,_7" 38 G 222 B 14'-113 s^ 38 G 2 24 B E 21 s -6" 38 G 24 7 E F 10'
11' 6'-2" 7'-8"6,-s" 7'-7"7,-2„ 39 G 1 20 B . 10'-110,-1" 39 G 223 B 14'-;3,-2^ 39 G 22 5 B E 20--118'-7„ 39 G 228 F 11'
12' S'-8" 7 -0 6'-0" 7'.4-
-46'-10^ 39 G . 1 20 B 10'-6"s,-8" 39 (j 2123 B 13 2,_7" 39 G 2225 B E 19 1 ,_9" 39 G 2 28 E F 12'
13' 5'-2" 6'-6"5,-6" 7'-0"6,-4" 40 H 1 20 B 10,_1„9,_3" 40 H 2123 B 13'-12,-1" 40 H 23 25 B E 1a'-6°,,-1" 40 H 25
28 E F 13'
14' 4'-10" 6 0'5'-2" 6' -95'-10" 41 H 1 20 B 9'-8"8 -11 ^ • 41 H 2124 B 2 11'-8" 41, H 2326 B E 17 16'-5" 41 H 229 E F 14, .
15' 4'-6" 5' 7"4, s" 6' s'S'-6" 42 H 1 20 B 9'-4" 8,_8" 42 H 2124 B 12'-;-3" 42 H 2326 B E 1715-11„ 42 H 26 29 E F 15'
* 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 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 & SHT. 25 FOR FREESTANDING
FIGURE INDI
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL &ASSOCIATES, INC.
SOLID
POST SPACING TABLE
LIVE LOAD,
10, 20 a 30
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
REPORT NUMBER
DATE: ln1rzo11
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO
FREESTANDING
AND ATTACHED
ps1
NORIZ WIND =
8289 ALPINE AVE., SACRAMENTO. CA 95828
SHEET 17 OF 33
ER-
REVISED BY:
RANCHO CUCAMONOA CA (951) 741.2107
10 0 L.L. 90 MPH
90. 100 8 110 MPH
(918) 452.7021 FAX 403.1519 setas®dumlum.eom