09-0857 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
09-00000857
Property Address:
47795 ENDLESS SKY
APN:
649-0301-069-135 -31311 -
Application description:
PATIO COVER - RESIDENTIAL
Property Zoning:
HIGH DENSITY RESIDENTIAL
Application valuation:
2048
Ti&t 4 4Qur«rw
Applicant: Architect or Engineer:
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with '
Section 7000) of Division 3 of the Business and Professionals Code, and my Licen s in full force and effect.
License Cl a s: C51 Li se No 49
Dater 0- Contractor: t
OWNER -BUILDER DEC. ARAT N
1 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 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
(_ 1 I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name: _
Lender's Address:
LQPERMIT
Owner:
OPPEL JAMES
47795 ENDLESS SKY
LA QUINTA, CA 92253
(
Contractor:
LA QUINTA PATIO C
40133 CALLE LOMA
BERMUDA DUNES, CA
(760) 863 -433 5
Lic. No.: 449379
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
DA
3 AUG -10 2009
CITY OF LA C
FWAr4r,E 0
Date: 8/07/09
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 1ST COMP INS Policy Number WEN0003727-03
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should bycome subjecWtoe rs' compensation visions of Section
�7 700 of the Labor Code, I sh I witth s p vis'
Date: < Applicant:
WARNING: FAILURE TO SECURE WORKERS' COM NSATION COVERAGE IS NLAWFUL, 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.
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 built construction, and reby authorize rep r entatives
of this c�ofun y to enter upon the above-mentioned property f' ins ction rp • s.
Date: V 7 Signature (Applicant or Agentl:
Application Number . . . . . 09-00000857
Permit . .
. PATIO COVER PERMIT
Additional desc .
.
Permit Fee
54.00 Plan Check Fee
35.10
Issue Date . . .
. Valuation . . .
. 2048
Expiration Date
2/03/10
Qty Unit Charge
Per
Extension
BASE FEE
45.00
1.00 9.0000
THOU BLDG 2,001-25,000
9.00
----------------------------------------------------------------------------
Special Notes and
Comments
ALUMAWOOD LATTICE
SHADE STRUCTURE 154
SQUARE FEET ATTACHED TO SIDE OF HOME PER
APPROVED PLANS &
2006 IBC; 2006 IRC;
2007 CBC.
----------------------------------------------------------------------------
Other Fees . . .
. . . . . . BLDG STDS ADMIN (SB1473)
1.00
Fee summary
Charged Paid Credited
Due
-----------------
Permit Fee Total
----------------------------------------
54.00 .00 .00
54.00
Plan Check Total
35.10 ..00 .00
35.10
Other Fee Total
1.00 .00 .00
1.00
Grand Total
90.10 .00 .00
90.10
LQPERMIT
TOM CAMPBELL & ASSOCIATES, INC.
Commercial and Residential structural Engineering
(951) 741-2107
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 panels 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 2006 International Building Code, 2006
International Residential Code, 2007 California Building Code, ASCE/SEI 7-05
(Minimum Design Loads for Buildings and Other Structures) and the 2000 and 2005
Aluminum Design Manual, ADM -01 and 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 ( or at ticampbeli(@charter.net should you
require additional information.
Sincerely,
Tom Campbell, PE
Site Information
Owner's Name
Address
City/Town
State z Z 5
69'-112"
47795 ENDLESS SKY
PROPOSED ALUMAWOOD LATTICE SHADE STRUCTURE
CITY OF LA QUANTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRU ION
DA BY
PARKING
ENDLESS SKY
FRONT
57'-14"
ENTRY
V)
V)
w
9'-6" U .
16'-2" Q
}
3
w
>
1--,
1e
a
18'-11"
PATIO COVER SYSTEM AS MFG. BY:.DURALUM PRODUCTS, INC.
GENERAL NOTES:
GOVERNING CODES:
1 -THE; DESIGN COMPLIES -WITH -THE 2006 INTERNATIONAL BUILDING CODE, 2006. INTERNATIONAL RESIDENTIAL'CODE"2007 CALIFORNIA -BUILDING -CODE,
�AS.CE/SEI.7 05 -MINIMUM -DESIGN -LOADS -FOR BUILDINGS AND -OTHER -STRUCTURES -AND-THE -2000-&.2005_ALUMINUM MANUAL -ADM -1-00.&.1-05, RESPECTIVELY/
DRAWING NOTES:
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD
OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,
METHODS, TECHNIQUES. SEQUENCES AND PROCEDURES.
S. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED
REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT.
THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER.
6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL.
7, SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH CBC & IBC APPENDIX I OR IRC APPENDIX H.
8. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
9. AN ATTACHED PATIO COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN
AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS.
10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO.
DESIGN CONSIDERATIONS:
14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT.
15. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET.
16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET.
17. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13.
18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN
ASCE/SEI 7, SECTION 6.5.7.1.
19. 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.
20. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR
WIDTH (P, FT), SHALL NOT EXCEED ONE (1).
21. 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:
22. 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.
23. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
24. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING
PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 150 PSF/FT x 1.23 PER
TABLE 1804.2 SOIL CLASSIFICATION FOOTNOTE d).
25. EMBEDDED STEEL MENBERS 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.
26. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS
SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE
REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
27. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK BOLT TZ
STAINLESS STEEL ( ICC -ES ESR -1917 FOR CONCRETE OR ICC -ES ESR -1385 FOR MASONRY) OR APPROVED EQUAL.
28. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976
OR APPROVED EQUAL.
30. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH
RESIDENTIAL PATIO COVERS ONLY.
31. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS -A FIRE RATED.
32. SOIL ANCHORS SHALL BE LISTED IN ACCORDANCE WITH ICC -ES AC358 ACCEPTANCE CRITERIA.
NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED
DESIGN LOADS:
11. RESIDENTIAL APPLICATIONS - CBC & IBC CHAPTER 16, IBC APPENDIX CHAPTER I
AND IRC APPENDIX H.
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 B AND C.
100 MILES PER HOUR, EXPOSURES B AND C.
110 MILES PER HOUR, EXPOSURES B AND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
12. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 & 1605.3.2.
13. COMMERCIAL APPLICATIONS - CBC & IBC CHAPTER 16.
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 AND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
DRAWN BY: K -K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
jSHEET
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
GENERAL NOTES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
1 OF 30
REVISED BY, K K 8 D P
Rl11(1f1mif1 MPH
fA'I R1 d59-7m� FAY d(17-15'10 calocrnlrL val„m
RAFTER, SEE TABLE -
FOR SIZE
AND SPACING
MAX. PROJ.
SEE SCHEDULE
?
MAX. O.H.25%OF SPAN
So
I gOF'OO OV
SEE SICHEI
T
OF STRUCTURE VARIES
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY�OTHER
COMPONTENT UNLESS OT: ER�OWN.
OPEN LATTICE -TYPE PATIO`GQVE
Sc
T\/1"11 Ilrll ATTA n. Irn [-IN
RAFTER, SEE TABLE MAX. PROJ.
FOR SIZE SEE SCHE L
AND SPACING
MAX. O.H. O. H
25% OF SPAN
HEIGHT
-H� EOUL
LENGTH OF STRUCTURE VARIES
OPEN LATTICE TYPES
NOTE: THIS OPEN LATTICE -TYPE STRUCTUREMAX. PROD.
8V/ MAY NOT BE ENCLOSED OR COVERED. SEE SCHEDULE
CO/NG
\ RAFTER, SEE TABLE /
FOR SIZE
AND SPACING
HEIGHT
PO$7 WITH SIDE.9SCHEOULE
PLATES SEE DETAILENGTH OF STRUCTURE VARIES
3 1/2ENTMAY BE PERE FFTSEE
OTE: EACH COMPONENT IS INTER -
FOOTING WHERE REOUIRED, CCft)Z&EN�T
LWITH ANY OTHER
SEE SCHED. FOR FOOTING CU e Y G UNLESS OTHERWISE SHOWN.
NOTE: THIS OPEN LATTICE -`TYPE STR
MAY NOT BE ENC SEO OR ,, rj
,TTICE-STRUCT % �P TYPE "F" ATTACHED MI
Lli~ NO. 37948 0 "q*))" b 2���
SMAYEE SCHEDULE
NOTE: THIS OPEN LA7TICE•TY E S CT�,
MAY NOT BE ENCLOSE O FRED.
MAX. O.M.
5% OF SPS
HEIGHT
Fksr/NG
\ \
IIII -POST WITH SIDE -
.PLATES SEE TAIL
3 1/2- SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
r J SEE SCHEDULE
{OTING WHERE REQUIRED.
SEE SCHED. FOR FOOTING CUBE SIZE
LATTICE STRUCTURE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT BE ENCLOSED OR COVERED.
POST ^
DRAWN BY: K.K.
SEE POST DETAIy
LENGTH OF STRUCTURE VARIES -
LIvE LOA o -
PATIO COVER SYSTEM AS MFG. BY:
SFFT SPgC/
GATE: Sf45f2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
ia, zo s 30 psr
POST CR
SS -SECTION,
SCF '1'G
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
/'OS
HORR. WIND =
SEE POST DET tL '
SHEET 3 OF 30
REVISED BY, K K R D P
FF TSa
t4eCFC/NG
90.1008, 110 MPH
NOTE: EACH COMPONENT IS INTER- POST
MAY e USED
CHANGEABLE WITH ANY OTHERSFFr SPgC/
3 1/2- SLAB
MAY BE USED
COMPONTENT UNLESS OTHERWISE SHOWN. �<F ^c
FOCOINSTRAI
SCHEDULE
NOTE: EACH COMPONENT IS INTER-
ODS r
TO CONSTRAIN,
EE
OPEN LATTICE -TYPE PATIO COVER
CHANGEABLE WITH ANY OTHER
SF Tq
F q I
SCOHEDULE
FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN.
�Fc/NG
FOOTING WHERE IRED
SCALE: NTS
SEE SCHED. FOR FOOTING CUBE SIZE
OO TING C
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN L
TTICE STRUCTURE
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATE5, INC.
LIvE LOA o -
PATIO COVER SYSTEM AS MFG. BY:
GATE: Sf45f2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
ia, zo s 30 psr
DURALUM PRODUCTS. INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
STRUCTURES
HORR. WIND =
8269 ALPINE AVE.. SACRAMENTO, CA 95826
SHEET 3 OF 30
REVISED BY, K K R D P
90.1008, 110 MPH
Ig1AI EA7-7n91 FAX An'1.151g caloc(nlA inum rnm
ATTACHMENT CHANNEL
CCC n.1—
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H" NOT TO EXCEED 25% —
OF SPAN
SEE DETAIL FOR SPLICE -
SO. POSTS, SIZE VARIES
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
SEE SCHEDULE
MAX. HT.= 12'
FOOTING WHERE REQUIRED /
SEE SCHEDULE FOR FOOTING CUBE SIZE
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
f�O..
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE —�
SQ. POSTS, SIZE VARIES
3 1/2" SLAB
MAY BE USED
TO CONSTRAIN
FOOTING. SEE
SCHEDULE
SOLID PANEL TYPES
zzzrw;i ArvvA CIVV OAT J.
NOTE: EACH COMPONENT IS
CHANGEABLE WITH ANY 0TH
COMPONTENT UNLESS OTHE
ENG",OFSTRUCTUExp
RE
CIVIL
(AIA y/ OTBEENCLOSEp� \
tvG
'EE SCHEDULES
SEE SCHEDULE OR
POSTS ACIN
LOAD=
O N.
ALTERNATE:
ZS �OF O ExCE
SAq/V ED
SINGLE POST
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SEE SCHEDULE
10. 20 8 30 psf
DURALUM PRODUCTS, INC.
NOTE NO SPLICE AT THIS
POST AND AT END BAYS.
BEAM
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE —
SO. POSTS, SIZE VARIES
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
SEE SCHEDULE
MAX. HT.= 12'
ATTACHMENT CHANNEL
SEE DETAILS —�
,TING WHERE REQUIRED _/
SCHEDULE FOR FOOTING CUBE SIZE
MAY 0 6 2009
nr -1011 A---rAnurM nn
$� ALUMINUM
ROOF PANEL MIN. 0.25" SLOPE PER FT.
SEE SCHEDULE
FOR SPANS
O.H SPi
"O.H." NOT TO EXCEED 25% SPAN
OF SPAN
SEE DETAIL FOR SPLICE
POST SP
SQ. POSTS, SIZE VARIES SEESCNAC/NG
EDULE�
3 1/2" SLAB
MAY BE USED ALTERNATE:
TO CONSTRAINSINGLE POST
FOOTING, SEE -L� SEE SCHEDULE
SCHEDULE
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
(MAY'OTzt�iBEENCLOSEO�
�Uf IIUNAL: CANTILEVER
SEE SCHEDULE FOR
POST SPACING
OFSP� _E 'C O III
AT END BAYS. -I_
FOOTING WHERE REQUIRED - BE I ( J FOOTING WHERE REQUIRED __/I / �j J —�
SEE SCHEDULE FOR FOOTING CUBE SIZE /1�1/ SEE SCHEDULE FOR FOOTING CUBE SIZE /�J/ NOTE: EACH COMPONENT IS INTER -
1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER
CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN.
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.LIVE
LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5105/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID PANEL
10. 20 8 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
STRUCTURES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95826
SHEET 2 OF 30
REVISED BY* K K 8 0 P
90. 100 & 110 MPH
0 () 01. a
L-.042"
ALUM. ALLOY 3004
OR EQUAL i
'- SEE NOTE -BELOW
R OP-EN`LATTICE-COMM-ERC-AL-&-RATI_QS " 0/100/110 MPH EXPOSURE B & C
I
ER g 6.5. �I 3.0"
o v� ``""��ippQ�% MAX.� 2" Imo-
'y�Pg 1. Cq�A - .042..
O .024"
~ i .032" ALUM. ALLOY 3004-H36
i'- PCO 37948 OR EQUAL
Exp. 3 1 _L
J ALUM. ALLOY 3004-H36 I � EE NOTE BELOW
OR EQUAL
DBL. 2 x 6 1/2" RAFTER cnc 3 x 8" RAFTER
c
L.L.= "T' m 90, 100 & 110 MPH L.L.= "T' 90 & 100 MPH 110 MPH
(PSF) (IN.) N o EXPOSURE B& C (PSF) (IN.) N o EXP. B& C EXP. B EXP.0
024 16 21,_1„ 042 16 28'-5" 28'-5" 27._8„
10 24 17'-2" 10 24" 23,_2" 23'-2" 22'_6"
.03216" 1 28'-6"
24" 23'-3"
16" 15'-3' 16" 20'-6" 20,_6'. 20,_6"
.024 .042
20 24" 12,_5' 20 24" 16'_9„ 16'-9" 16,_9"
16" 20,_7.,
.032
24" 16-10"
.024
16" 13'_9" .042 16" 18,_6" 18,_6" 18._6"
30 24" 11,_2„ 30 24" 15'_1" 151-11, 151_11.
16" 18'-6"
032
o�•, 15_1„ -
* NOTE: SINGLE RAFTERS SPACED 16" O.C. MAYBE USED AT 32" O.C. WHEN DOUBLED
AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED.
TRIBUTARY WIDTH
m T) 2 x 6 1/2" RAFTER
E
m 8 j90°, 100 & 110 MPH
o EXPOSURE B & C,J
L.L.=
(PSF)
"T'
(IN.)
LIVE LOAD=
--
,:024`
16" 14,_11„
24" r-1 2-�
10
032
16" 20,_1"
24" 16'_5„
DURALUM PRODUCTS. INC.
.042
16" 24,_10"
24" 20,_3"
RANCHO CUCAMONGA, CA (951) 741-2107
.024
16" 10'-10"
24" 8'-10"
20
.032
16" 14'_7"
24" 11'-11"
042
16" 18'_0"
.24" 14,_8"
30
.024
16"
24" T-11"
.032
16" 13'-1"
24" 10'-8"
.042
16" 16'-2"
24" 13,_2"
R OP-EN`LATTICE-COMM-ERC-AL-&-RATI_QS " 0/100/110 MPH EXPOSURE B & C
I
ER g 6.5. �I 3.0"
o v� ``""��ippQ�% MAX.� 2" Imo-
'y�Pg 1. Cq�A - .042..
O .024"
~ i .032" ALUM. ALLOY 3004-H36
i'- PCO 37948 OR EQUAL
Exp. 3 1 _L
J ALUM. ALLOY 3004-H36 I � EE NOTE BELOW
OR EQUAL
DBL. 2 x 6 1/2" RAFTER cnc 3 x 8" RAFTER
c
L.L.= "T' m 90, 100 & 110 MPH L.L.= "T' 90 & 100 MPH 110 MPH
(PSF) (IN.) N o EXPOSURE B& C (PSF) (IN.) N o EXP. B& C EXP. B EXP.0
024 16 21,_1„ 042 16 28'-5" 28'-5" 27._8„
10 24 17'-2" 10 24" 23,_2" 23'-2" 22'_6"
.03216" 1 28'-6"
24" 23'-3"
16" 15'-3' 16" 20'-6" 20,_6'. 20,_6"
.024 .042
20 24" 12,_5' 20 24" 16'_9„ 16'-9" 16,_9"
16" 20,_7.,
.032
24" 16-10"
.024
16" 13'_9" .042 16" 18,_6" 18,_6" 18._6"
30 24" 11,_2„ 30 24" 15'_1" 151-11, 151_11.
16" 18'-6"
032
o�•, 15_1„ -
* NOTE: SINGLE RAFTERS SPACED 16" O.C. MAYBE USED AT 32" O.C. WHEN DOUBLED
AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED.
TRIBUTARY WIDTH
TABLE
CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING
10.20 & 30,;,
DURALUM PRODUCTS. INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
RAFTER SPANS
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95826
ItQlr%
REVISED BY' K K & D P
90. 1008 110 MPH
457-7n71 FAY dM-iriq caloc/!1A„ralnm mm
SHEET 7 OF 30
PROJECTION
SPAN
TRIBUTARY IRIIUTAIY= h
WIDTH1 1/2 SPAN +O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EOUAL TO CENTER SPAN TO CENTER SPAN
DRAWN BY: K.K.TOM
CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING
10.20 & 30,;,
DURALUM PRODUCTS. INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
RAFTER SPANS
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95826
ItQlr%
REVISED BY' K K & D P
90. 1008 110 MPH
457-7n71 FAY dM-iriq caloc/!1A„ralnm mm
SHEET 7 OF 30
PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C
y
PiAY 0 0X003
o
24"a (� l '
24" TRI -"V" PAN
or_ F- No."?c �}g '� fj
� Exp.
L.L,= PSF 90- MPH 100- MPH 110 -MPH is CRM -
10 #14 S.M.S. #14 S.M.S. #14 S.M.S. 0
20 #14 S.M.S. #14 S.M.S. #14 S.M.S.
30 1 #14 S.M.S. 1 #14 S.M.S. 1 #14 S.M.S. I '
1L" X 3 'I/L" VV I- AIVtL
L.L.= PSF 90- MPH 100- MPH 110- MPH
10 #14 S.M.S. #14 S.M.S.; #14 S.M.S.
20 #14 S.M.S. #14 S.M.S. #14 S.M.S.
30 I #14 S.M.S. I #14 S.M.S. I #14 S.M.S.
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
L.L.= PSF
90- MPH
100- MPH
110- MPH
10
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
20
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
30
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
6" / 8"x2 1/2" FLAT PAN W/(2) -V'S
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
`
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
PANEL FASTENERS
HORIZ. WIND =
6269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 6 OF 30
REVISED BY' K K R D P
90. 1008 110 MPH
IQ1A1 aSZ7m1 FAX dni.'SIQ .-.,."
I HANGER CHANNELS AND MOUNTING BRACKETS I
ALUM. 3004-H36
1.5 0„
t= 0.04"
fD o WALL
N " FASTENERS
ri
175 � O
ROLLFORMED HANGER
.01
.563" t # 1 1.281"
ALUM.ALLOY
6063-T6
11
060" I 1,500"
500 ' B
EXTRUDED HANGER CHA NEL
R.F. OR EXT. HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET./ \
ALUM. PANEL 2x O)
3x ALUM. RAFTER
FASCIA BOARD EXIST. EAVES, RAFTER
ALLOWABLE PROJ. EXISTING EAV
SEE TABLE BELOW OVERHANG �a
EXISTING EAVE CONNECTION O
WALL FASTENERS
SEE TABLE
.25"R p
#14 SMS @ PANEL
LOCKS OR #B SMS
AT EA. CONTACT
��
AT 2x FASCIA
20
DESIGN
CONTINUOUS A- RAIL
OCCURS)
ROOF PANEL
(WHERE
LL=10 LL=20
ALUM.ALLOY
90
F 6063-T6
#14 SMS @ EA. CONTACT
W
WALL CONNECTION
O
ALUM.ALLOY
6063-T6
I.R. HANGER
2.740"
T=.060"
WALL FASTENERS
SEE TABLE
APPROVED 3" OR 4"
INSUL. ROOF PANEL
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
WIND
AT 2x FASCIA
AT WOOD STUD AT MASONRY (SOLID -GROUTED
DESIGN
W/ SIMPSON A35
16" O.C. CELL AT FASTENER) OR CONC.
LL=20
LL=10 LL=20
LL=30 LL=10 LL=20 LL=30 LL=10 LL=2D LL=30
90
A BorD
BorD E E E J J K
100
BorC BorD
Bor0 E E E J J K
110
D BorD
BorD E E E J J K
11'-8"
DESCRIPTION OF LAG SCREW (SEE NOTE BELOW)
Of
A=3/8"O x 1 1/2" @ 12" O.C.
'J=3/8" 0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE-
zz
B=3/8"O x 1 1/2" @ 8" O.C.
`K=3/8"OJx1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
w<C=7/16"O
x 1 1/2" @ 10" O.C,
HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1
u)LUD=7/16"O
x 1 1/2" @ 12" O.C.
4'-6"
LLE
E=3/8" 0 x 4" @ EACH STUD
FULL
F=7/16" 0 x 4" @ EACH STUD
�y
EXIST. RAFTER
0
ALLOWABLE DECK / RAFTER SPAN
8„
RAFTER SIZE
SPACING
OVERHANG (L)
LL=10
LL=20
LL=30
2.'x 4"V-6"
10, 20 8 30 psf
TO DRAIN
16_8"
13'-10"
9'-3"
RANCHO CUCAMONGA. CA (951) 741-2107
FULL OR
16" O.C.
2'-0"
11'-8"
8'-8"
5'-10"
2" x 4"24"
O.C.
1'-6"
10'-8"
8'-3"
5'-6"
2'-0"
7'-0"
4'-6"
3'-0"
FULL
2"x6" FULL OR
24" O.C.
2'-0"
'IT -6"14,_0„
2"x8" NOTCHED
2"x8" FULL
24" O.C.
2'-0"
29.3„
25.0„
16_9„
NOTE., AT 10, 20 & 30 L.L. MAY USE:
2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE
NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.)
USE:
(2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PER STUD)
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
10#`l.L.=(2)#14 SMS EA. SIDE
20#/30#L.L.=(2)#14-SMS EA. SIDE
U -BRACKET ` 'v
i K,1 7 3/4" OR 1 1/2"
I 2" x 6 1/2" OR
5" MIN. 3" x 8" ALUM.
RAFTER
I
— 1
/4" OR 1 1/2"
\ EXISTING WOOD STUD FRAMING'
2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 st
2EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psf
(2" MIN. PENETRATION INTO '
EXISTING WOOD STUD)
RAFTER TO
WALL CONNECTION33
FES,'
C7 F...
No. 37E
Exp. 3I�
w
fV
O
0
y' O
Z1
IJ
O
O
#14 SMS T&b
AT 12" O.C.
\ 1 FOR SPAN SEE ALLOWABLE
DECK/RAFTER SPAN TABLE
I 2x6 OR 2x6 LEDGER
1FTER
1/2" W.S. )-#14x1 314"
PATIO COVER
NOTE: PLACE "SIKA FLEX" OR SIMILAR
F MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL NOTE: BRACKET
MAY BE
O BRACKET CONNECTION BELOW RAOFTER UNTED WI
SAME CONNECTION'S.
0
3/16"
8„
STEEL
0
0
1/4"0 HOLES,TYP.
NOTE: PROVIDE WATER
O
O
PROTECTION, METAL FLASHING
CAUCK JOINTS AND SLOPE
10, 20 8 30 psf
TO DRAIN
TYPICAL BRACKET AT EVERY 2x
1
\ 1 FOR SPAN SEE ALLOWABLE
DECK/RAFTER SPAN TABLE
I 2x6 OR 2x6 LEDGER
1FTER
1/2" W.S. )-#14x1 314"
PATIO COVER
NOTE: PLACE "SIKA FLEX" OR SIMILAR
F MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL NOTE: BRACKET
MAY BE
O BRACKET CONNECTION BELOW RAOFTER UNTED WI
SAME CONNECTION'S.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
HANGER CHANNEL
AND BRACKET
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
l(qimAr7.7nqi
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
ATTACHMENTSSHEET
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
B OF 30
REVISED RY' K x 8 D P
90. 1008 110 MPH
cnx ens.ls�p ��Ia�n�l,,.alum e��,
COLUMN/POST TYPE-- & SURFAC-E4MOUNT ATTACHMENT
DETAILS
= t.
3.00"SQ.
r—X r2-1
024" #10 SMS
.032" @24"O.C.
EA. SIDEz
3.00" SQ.
�I-��1.00If I�
3.00" SQ.
�I _ I�
075"J
o
N
o
PG =3' Q.xt=.188"I
H=3"SQ.xt=.250"I
=4"SQ.xt=.1886.5"
3�
ALUM..032"
LUM.
K=s"sQ.xt=.188'040"
ACiT�
L
048"STEEL3.0"
O
O
4.0" OR@)5/8"
PLASTIC�LUG
3" SQ. ALUM. POST
3" SQ. ALUM. POSTS /
\WITH SIDE PLATES / OD
3 A M. ST
MAG POST
3" SQ. ALUM. POST
SQUARE
STEEL POST
A A Y 3004-H36
ALUM. ALLOY 3004-H36
ALUM. ALLOY 6063-T6
ALUM. ALLOY 3004'H36
3" SQ. STEEL POST
ASTM A36 GRADE 40
ASTIVI A653 GRADE 46
ALUM. AL-L`OY'
2
606345' 2.40"��,,
1.375"
CL 7116"(OHOLE 56' 2 FLANGES
2 118" APART
0
75"
0 �
ASTM GRADE 36 STEEL 1.125" 2.5"
- 0
75" 75" BASE FLARES
TO 3"WIDE EA.
1.60"
.157"
TYP – __ _ SIDE OF FLANGES
1 .50
USE FOR
INSTALL WASH. PLATE 090" TYP.
l%" x 5/16" x 5Y2" WHEN USING
POST ONLY 5.50" (11-7/16"0
IN 110 MPH WIND AREA
-��.090" BRACKET FOR 3" POSTS'
8"HOLE
& 2-3/8' HOLES
2- 5/16"0 HOLES TYP. EA. SIDE
-ALUM "T" BRACKET`
STEEL "T" BRACKET 5
T=.060" TYP - --
-3/8" LAG SCREWS OR
;-1/4"
��
MAY Q (7 %(ll)�
LAG SCREWS
PENE. INTO EA. STUD)
)FES
3.5"
6"
�V-1C3„w
414
LI .0, 7948rn
Exp. 3
c L
ALUM. ALLOY
OFCAL�
6063-T5
3" x 8" ALUM. RAFT. BRACKET
3" x 8" ALUM. HEADER
HEADER BRACKET
_
"H" BRACKET
ORNM BY', K.K.
DATE: 5/05/2009
TOM CAMPBELL & ASSOCIATES, INC.
COLUMN /
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST TYPES
10, 20 & 30 psl
DURALUM PRODUCTS, INC.
IIAIRI
REVISED BY.KK & D P
RANCHO CUCAMONGA, CA (951) 741-2101
HORIZ. VNND =
90. 100 & 110 MPH
6269 ALPINE AVE., SACRAMENTO, CA 95626
as')_7n7i cnx en3.1.5ic=�c<hli rlivalnm ��,.,
SHEET 9 OF 30
COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS
ALUM.'T"BRACKET USE WITH
POST TYPE B,C,D, OR E. STEEL POST ONLY:
STEEL:'T"BRACKET USE WITH i USE POST TYPE (3)-5/8"0 BOLTS
- - "T° BRACKET POST TYPE B,C,D.E.F.G,H,J OR K. I F. G, H. J OR K FOR POST TYPE J
3"SQ. POST W/ 3" SQ. POST
ALUM.') -"BRACKET: I
3" Q. POST (2)-#12 SMS EA. USE (2)-3/8"0 HILTI I
SIDE OF POST OR
KWIK BOLTS OR EQUAL (2)-1/2"0 BOLTS 1 16"INSERT
I STEEL."T"BRACKET: 1/2 DEPTH OF I I
1/4" M.B. THROUGH USE (2)-3/8"0 HILTI KWIK FOOTING OR I I FOR ALL OTHER x 188"
POST SEE NOTES BELOW BOLTS OR EQUAL 12" MIN. EMBD. i i CONDITIONS 4 5 ASTM A3-
(2)-3/8"0 HILTI "KWIK"' (2" MIN: EMBEDMENT DEPTH •. • I STEEL
BOLTS, OR EQUAL, EACH FOR KWIK BOLTS
BRACKET TO SLAB. - T_O.C_
MINIMUM DISTANCE TO
EDGE OF SLAB = 2-1/2"
SLAB SHALL BET
GOOD CONDITTIIOP
3 1/2" MIN.!/DI
ATTACHED
ALTERNATE FTG
CUBE SIZE
SQ. 18" DEEP
' CUBE FTG.
18"
18" SQ.
12"
20"
21" SQ.
12"
22"
25" SQ.
16"
24"
28" SQ.
20"
26"
32" SQ.
23"
28"
35" SQ.
25"
30"
39" SQ.
28„
32"
43" SQ.
30"
34"
47" SQ.
32"
36"
51" SQ.
34"
38"
55" SQ.
37"
40"
60" SQ. '
39"
42"
64" SQ.
41"
44"
69" SQ.
43"
' CUBE FOOTING W/ 3 1/2" SLAB
C
c POUREDCONCRETE
FOOTING SEE NOTE
(
FOR SIZE
SEE FOOTIN
SCHEDULE SQUARE—
3" SQ. POSTS TO CONC. FOOTING
I
i
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE SINGLE POSTS
I EMBED.
BOLTS
23" & 24" CUBE (2)-1/2"0 3 1/4"
i
25" - 30" CUBE (4)-1/2"0 3 1/4"
i
31" - 34" CUBE (4)-5/8"0 4„
I'
35" - 39" CUBE (4)-3/4"0 4 3/4"
40" - 42" CUBE (4)-3/4"0 4 3/4"
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
r
r
NOTES:
1. DO NOT USE ALUM. "T'
BRACKET WITH 3X8 BM.
W/INSERT, MAG. BEAM, 4" OR
7" I -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE, 2" X
,Kt" X 0'-5,K" AT STEEL "T"
BRACKET. ��yy 1 {�
3. POST TYPE F 11I ABY U U L09
DO NOT USE STEEL
BRACKET W/7" I -BEAM.
Q�OFESSjOM,p
S
~ No.37948 n
1 _' Exp3 3 *;(
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
A572 STEEL'
3/16" v
3" SO. POST (STL.) \
OR FLUTED
OR 4" SO. POST (STL.)
INSERT
—
PL.5/8"THK.
1 1/2"
1/2"
WELDED STEEL BASE PLATE_ 'I
BASE PLATE SCHEDULE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8
9" SQ. x 5/8" B. C. D, F. G. & H
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE ANCHOR BOLTS (SIZE & TYPE)
(4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
9"x9"x 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL
(4 3/4" EMBEDMENT DEPTH )
I-
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
0 w
LL
DATE: 5/05/2009
w D
COLUMN
SURFACE MOUNT
10, 208 30 psf
uwi
=
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AND EMBEDMENT
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
0-
REVISED BY: K K 8 D P I
w
w
90. 1008 110 MPH
(1)-1 /2"0M. B.
SHFFT in nF in
x9" LONG, 1"
SQUARE
FROM ENDSEE
FTGS,
OF POST
SCHED.
NOTES:
1. DO NOT USE ALUM. "T'
BRACKET WITH 3X8 BM.
W/INSERT, MAG. BEAM, 4" OR
7" I -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE, 2" X
,Kt" X 0'-5,K" AT STEEL "T"
BRACKET. ��yy 1 {�
3. POST TYPE F 11I ABY U U L09
DO NOT USE STEEL
BRACKET W/7" I -BEAM.
Q�OFESSjOM,p
S
~ No.37948 n
1 _' Exp3 3 *;(
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
A572 STEEL'
3/16" v
3" SO. POST (STL.) \
OR FLUTED
OR 4" SO. POST (STL.)
INSERT
—
PL.5/8"THK.
1 1/2"
1/2"
WELDED STEEL BASE PLATE_ 'I
BASE PLATE SCHEDULE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8
9" SQ. x 5/8" B. C. D, F. G. & H
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE ANCHOR BOLTS (SIZE & TYPE)
(4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
9"x9"x 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL
(4 3/4" EMBEDMENT DEPTH )
DRAWN BY. K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN
SURFACE MOUNT
10, 208 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AND EMBEDMENT
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED BY: K K 8 D P I
90. 1008 110 MPH
/RtAt d57 -7n71 Fnx ani-tf.1C eaiaenn�irai�im rnm
SHFFT in nF in
HEADER BEAM TYPES & ATTACHMENT DETAILS
1.52" .61 GUTTER EXT. CLIP GUTTER EXT. CLIP
3.00" SQ.
f--i,
SPLICE WHERE —�I� •0�'f 1.79" OCCURS SPLICE WHERE SPLICEOCCURS
OCCURS
4.6" .075"`°" 2.57' 4s^ TYP. 1'4 R -
TYP. .048'
2.19" z.oa — oss
2.04" TYP.
2 08„ TYP. 3.0' .28��
2.93" 4.0000••
z 7" ASTM A653 GRADE 40
038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY O
FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063-T6 E
ALLOY
6.53
sos3 Ts
ROLLFORMED O 4.5" GUTTER O MAG. GUTTER O MAG BEAM O
3" SQSTEEC BEAM
r 3„ -1
r7 —1
SPLICE
WHERE 4"
OCCURS 070„
• TYP
SPLICE
OC
ALUM.ALLOY ALUM.ALLOY
6063-T6 C 6063-T6
f O
4" I -BEAM 7" I -BEAM
L I 3.0"
3" � e"
MAX. 3"
.042"
i
8" _ 042"
I ~
I
I I
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR EQUAL - O OR EQUAL O
3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM
2., � 6.5.,
.024"
.032"
.042"
ALUM. ALLOY 3004-H36 OR EQUAL
J
2 x 6 RAFTER
1�I l
5„
1
T=14 GA.
7.875 ASTM A653 GRADE 50
-i
625"
--I 2.875" I- T O
3 x 8 BEAM
STEELINSERT
3" 6.5"
MAX. y 2"
t
.032"
ALUM. ALLOY 3004-H36 OR EQUAL J
DBL. 2 x 6.5 BEAM
rL-1 3.0" " I!—
.042"
81.0"
I
ALUM. ALLOY 3004-H36
OR EQUAL /
O3x8BEAM
ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS
4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM
7" I -BEAM = 12"x 3 1/4" x 12 GA. STEE
No.
Exp.
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5105/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 & 30 Ps'
DURALUM PRODUCTS, INC.
IlPlAlA.1,9-7nqi
SCALE: NONE
RANCHO CUCAMONGACA (951) 741-2107
BEAM TYPES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 11 OF 30
REVISED RY' K K 8 D
,
90. 100& 110 MPH
cnx em-+u+a oalo�nro,ral,,,r, r�r.,
BEAM TO POST CONNECTION DETAILS
OPTIONAL DECORATIVE FASCIA '
( WOOD. ALUM. OR HARDBORD) 3" x 6" X .042•• BEAM,
3" SQ. STEEL OR (2)-#14 S.M-S. EA. SIDE (4) -TOT.
MAG BEAM. \ #14 S.M.S. TOP & BOTT. (2) -TOT.
24114 x 112" S.M.S. EACH SIDE OF 3" #14 x 1/2" S.M.S- TOP
SQ. POST (4i -TOTAL)
1 1/4"
ALTERNATE: BOLT WI WASHER & BOTT. (2) -TOT.
EA. SIDE OF 3 -SO. POST
s„ ROOF PANEL 4' 6 1/2•'
+ 1 10” ROLLFORMED OR
I EXTRUDED GUTTER
75 I .O I FASCIA ALUM. BRACKET X
1 I.so I (4)-#14 SDS @ EA. SIDE
L —±3" SD. POST
TOP & BOTT. TOT.=16 414 S.M.S. @12"O.C.
2.35..
2„ 1„
6 1/2"x2"x
.024"RAFTER
2-#14 x 12" S.M.S. EACH SIDE OF Y
SO. POST (4 -TOTAL)
ALTERNATE: 1/4"0 BOLT W/ WASHER 1 C
EA. SIDE OF3"SQ. POST RAFTER "TAIL" TO GUTTER J
3" X 3" ALUM. OR
STEEL POST
3.00" — 3" SQ. POST
OR.240" 14 3.125' FO.R,3 x RAFTER
GUTTER FASCIA H - BRACKET TO POST 2.125" FOR+2*x RAFTER
MAG BEAM Y SQ. POST
3"SQ. STL. BEAM 1 3 ALUM. ALLOY 3003-H24 A2 ALLOY 3003-H24
y 1.5 �" � 5 1 jll2" t = .040" 6063-T6
28" 28" L O t = .040" 3004-H36 ALYUM.
LI�J I 2 � 2 2
018,
(4) - #14 x 3/4"TEK SCREWS
P1 r BRACKET TO RAFTER
2"x3" LATTICE TUBE 1 1/2" SQ. ORP2 }
2•'c`-TT(CE—TUBE o l2" MIN.
#8x2"SMS 2,/2 s�OFirsSep�),G 700
Q _O
C
OR 3 1/2". TYP. C,gq-A O y
1 1/2
-� " OR 2" SQ AOR 2"x3" LATTICE /
@ 3"O.C. MIN. UP,TO 7"O.C. MAX. �� Q� .n �G?
t
RAFTER
LATTICE TUBE TO
17
( (4) - #14�x 3/4" TEK SCREWS OR,(6) #10 x 3/4" TEK SCREWS
BRACKET TO BEAM
"U" BRACKET - RAFTER TO BEAM 1$
YDRANI51054 K:K�
TOM CAMPBELL &ASSOCIATES, INC.
uvE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
'
OATE`5/0512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM O POST
10, 20 8 30 P:,
DURAIUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
ATTACHMENT
HORIZ, WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED BY: K x ADP
90. 1008 110 MPH
(QlA1 d97.TT1)1 FAY dII.'L151O —i—n i.—t —
SHEET 13 OF 30
SIMPLE SPLICE
SPLICE DETAILS 11 BEAM TO POST DETAILS C2�
FULL MOMENT
l 1 (2)#10 S.M S @ EA.
VALLEY, TYP.
#10SMS II _ #12 S.M.S. II
f6 TOT. TYP. THICKNESS =.035 (24 TOT TYP. THICKNESS = .035"
u u r===
6.38"
13
II � II
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRUr)Fn OR 6063-T5 FOR EXTRUDED =__=_
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR L -J,
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS NOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR
SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY So'
POST,CONNECTWEB
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE I I THORUOST -BOLTS 1/2 0
L C BEAM
3 I TOTAL= (8)-1/2"0 BOLTS IIF 1 i' LT L049
...........................................................................................
SQ. POST
.00" O�ESS/pN,p�
f_0 �---0 o o f 1. CA/9. `�� BEAM TO POST CONN.
SPLICE WHERE 4"
OCCURS
_ _.070" !
TYP. I
ALUM. ALLOY
6063-T6 1_16"-114—
4" I -BEAM 3'-0"
MOMENT C -SPLICE
C9
C
w
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED
SPLICE WH
occul
ALUM. ALLOY
6063-T6
7" I -BEAM
MOMENT C -SPLICE
No.. 79,48
(p.
Cl ,L #12 METAL BACKED,
NEOPRENE WASHERED
0 TEK SCREWS @ 8"O.C.
AX. STAGGER IN BEAM
FLANGE
ROOF PANEL
4"x3" ALUM. "I" BM. OR (4)-1/4"O M.B. BEAM
7"x4" ALUM. "I" BM. TO BRACKET
2-318"0 M.B. THRU STL. "T"
BRACKET TO POST.
POST, SEE SCHEDULE -- r
ALTERNATE BEAM TO POST CONN.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
10, 20 & 30 psf
I
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGACA (951) 741-2107
SPLICE DETAILS
HORIZ. VIA =
8269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED BY K K R O P
,
90. 100 & 110 MPH
Ig1R1 AF? 0(111 CnY AM_1510 m r,v..
SHEET 12 OF 30
DOUBLE RAFTER CONNECTION DETAILS LATTI-G BEAM TO�POST--CONNECTION t�
/BEAM SPLICE TO
1 1/2" OR 2"LATTICE #8 S.M.S.
_)BEAM
DIRECTLY OVER 5/8" 0 PLASTIC
I POST. NOT PERMITTED PLUG WHERE
ALTERNATE 1/2" DOUBLE RAFTER- I@ 2 -POST UNITS SCREW IS INSIDE
BOLT CONNECTIO PLAN 6 SCREWS
ALTERNATE: PER SIDE I
4-#14 S.M.S. EACH 5" 5" #14 SMS MAY
- - RAFTER TO COL. BE USE AS
CONNECT. (6 -TOT.) 3.5" 3.5" ALTERNATE TO
1/4"0 BOLTS
- - 3.5" 3.5"
--- 1' S„ 5, 8" BEAM
1 ° T----- I
4.5"O 6'• OR A I
L 1,. 6-#14 SMS EA.
SIDE 1 I 6 1/2" SIDEPLATE EA.
3"x WSTL.POST (24") I ° I ALTERNATE: #14 SMS EA. SIDE 1 j SIDE SEE POST SCHED.
INSERT ATTACHED OR (2)-2x6.5" OR
3"x 3"STL.POST COLUMN I I (2)-3"x8"HEADER TOP, MID HEIGHT
FOR FREESTANDING AND BOTTOM.
(2)-1/2"BOLT 3"SQ. POST BETWEEN SIDE PLATES
2;.x 6.5" SIDEPLATE BEAM TO POST CONNECTION
DBL. RAFTER / DBL. HEADER CONN. 19 POST SCHEDULE
❑3_SQ'x-032"-+-(2)=2"-x-6"172" z .024" 3" SQ. x .032" + (2)-2" x 6 1/2" x .032
1 W/ (6)-#14 S1MS-EACH SIDE. ❑2 W/ (6)-#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING
EXIST.
SHEATHING pp V n;.t1
#8 S.M.S. EACH SIDE J I`�til o E, f.[Sti 1
LATTICE 1 1/2" OR 2" 2"x6" LEDGER (NEW OR EXIST.) ®�ES&
w(2) 3/8" LAG SCREW �� C�/��
2"x6.5" OR 3"x8" RAFTER
ALTERNATE: 1/2" BOLT
ALTERNATE:
(2)- #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION (4 -TOTAL)
ALTERNATE:
ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER
3"x3"x0.024" (1) - 1/2" BOLT OR
CONNECTOR (2)- #14 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN. 20
EXIST.
1" STUCCO OR EQUAL
PENE.INTO EACH WOOD STUD
EXIST. STUCCO / LEDGER ATTACHMENT DETAIL
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES. INC.
LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LATTICE
10, 20 & 30 psf DURALUM PRODUCTS, INC.
SCALE: NONE
REVIFED 9Y K K & D P
RANCHO CUCAMONGA, CA (951) 741-2107
CONNECTIONS
HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 14 OF 30
90. 100 8 110 MPH MIR1 dF7-7n71 FGx
AnA-1519 c�leo(nl h-ltim mm
90 MI'H' FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12,0 ESS EXP. B & C
7 O
:)
�'
~
11
OZ 0)
c7 — g �
a Z
3" SQ.
STEEL
BEAM
11'-1"
DBL. 3"x8"x.042"BEAM
G
24
POST SPACING TABLE
FREESTANDING
DBL.2"x6.5"x032"
�bR 3x8
BEAM1
BEAM
.�
17'-3"
3''xT BEAMMINSERT
G
26
8269 ALPINE AVE., SACRAMENTO, CA 95826
I
}
S �
9
~
FOR ATTACHED
MINIMUM NO.
TYPED
PATIOS
DF POST
FOOTNOTE: `
MAX.PO5T
SPACING
FREESTAND
5-2"
ATT.
MAX.POST
SPACING
FREESTAND
21
ATP.
32
MAX.POST
SPACING
FREESTAND
BATT.
MAX.POST
SPACING
FREESTAND
24
-ATT.
FTG.
(IN.)
MIN.
POPE ST
FTG
(IN.)
FTG.
(IN.)
MIN.
TYOPE
FTG.
(IN.)
FTG.
(IN.)
MIN.
TYOST PE
FTG.
(IN.)
FTG
(IN.)
MIN.
TYOST PE
FTG.
(IN.)
POST TYPE 1
POST TYPE 2
EXP. B
EXP. C
EXP. B
2
2
2
EXP. C
2
2
2
4'
17'---0"
14'-4"
32
G
16
19'-2"
38
G
20
16'-4"
32
G 1
20
29'-11"
38
G
21
6•
2
2
}
T'
13'-4"
32
G
17
17'-2"
32
G
20
32
14 8"
32
G
20
26'-9"
38
G
22
7,
2
2
6'
11'-4"
12'-6"
32
G
18
15'-8"
32
G
21
H
13'4"
32
G
21
24'-5"
38
G
23
23
5
2
2
7'
9'-8"
11'-7"
29
G
18
14'-6"
32
G
22
12'-4"
32
G
22
22'-7"
38
G
9.
2
3
2
2
2
2
8'
8'-6"
10'-10"
29
G
19
13'-7"
32
G
22
H
11'-7"
29
G
22
21'-2"
38
G
24
10.
2
3
9'
7'-7"
10'-3"
29
G
19
12'-10"
32
G
22
22
10'-11"
29
G
22
19'-11"
38
G
_f
11•
3
3
2
2
10'
6-9"
9'-8"
29
G
20
12'-2"
32
G
23
2G
10'-4"
29
G
23
18'-11"
38
G
25
12'
3
3
2
2
11
6-2"
9'-3"
29
G
20
11'-7"
29
G
23
9'-10"
29
G
23
18'-0"
32
G
25
13'
3
4
2
2
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
c- — Cno ATTA(`MGPI R CMT 7A F(1R FRFFSTANf11NCi
12'
5'-8"
8'-10"
29
G
20
11'-1"
39
G
24
POST SPACING TABLE
FREESTANDING
9'-5"
29
G
24
17'-3"
32
G
26
8269 ALPINE AVE., SACRAMENTO, CA 95826
14'
3
4
2
2
13'
5-2"
8'-6"
32
H
21
10'-8"
32
H
24
9'-1"
32
H
24
16-7"
32
H
26
15'
3
4
2
3
14'
4'-10"
8'-2"
32
H
21
10'-3"
32
H
24
8'-g"
32
H
24
16'-0"
32
H
26
16'
4
4
2
3
15
4'-6"
7'-11"
32
H
21
9'-11"
32
H
24
8'-5"
32
H
24
15'-5"
32
H
27
17'
4
5
2
3
16'
4'-3"
7'-8"
32
H
22
9'-7"
32
H
25
8'-2"
32
H
25
14'-11"
32
H
27
16
4
5
2
3
17'
4'-0"
7'-5"
32
H
22
9'-4"
32
H
25
8'-0"
32
H
25
14'-6"
32
H
27
19•
4
5
3
3
18'
3'-9"
7'-3"
32
H
22
9'-1"
32
H
25
7'-8"
32
H
25
14'-1"
32
H
27
2o•
4
5
3
3
19'
3'-7"
7'-0"
38
H
22
8'-10"
38
H
25
7,-6„
38
H
25
13'-9"
38
H
28
FOOTNOTE:
F POST
REQUIHEADRED ED PAACING MUST OEXCEED
ALLOWABLE SLAB SPACING
OR LESSER MUST BE USED
USE ON CONC. SLAB ONLY_
ON-CONC.SLAB OR FOOTING
20'
3'-4"
6'-10"
38
H
22
8'-7"
38
H
2G
�OFE3$
Q
38
H
26
13'-4"
38
H
28
-
V'
(r
FOOTNOTE:
COL. TYPES
LCOL. TYPES
D-1 =.024"
D-2 =.032"
SIDEPLATES,
SIDEPLATES,
l Lu No. ;
\\* Exp.2
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B FIGURE INDICATES_EXPOSURE
ADDITIONAL FOOTNOTE: WHERE ONL-Y ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, IN
LATTICE
LIVE lonD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL E GINEERING
POST SPACING TABLE
FREESTANDING
10, 20 & 30 ps(
DURALUM PRODUCTS, INC.
1101RIAR7.7n7i
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 7 1-2107
AND ATTACHED
HORIZ. WIND =
90.100 & 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 25 OF 30
REVISED BY: K.K. & D.P.
..
FA)(em-i Ria
10# L.L. 100 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP."B & C.
3" SQ.
STEEL
BEAM
DBL. 3"x8"x.042"BEAM
DBL.2"x6.5"x.032"
BEAM
3"x8" BEAMwIINSERT
FOR ATTAGHED PATIOS
OR 3"x8"BEAM
>_
MINIMUM NO. OF POST
F F
D
o z m
U
ATT.
ATT.
ATT.
r
TYPED FOOTNOTE:
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
MAX.POST
FREESTAND
MAX.POST
FREESTAND
POST TYPE 1
POST TYPE 2
m
v
SPACING
FTG
SPACING
FTG.
SPACING
MIN FTG.
POST
SPACING
FTG.
m
I
FTG
MIN.
FTG.
MIN
FTG.
FTG.
MIN
POST
EXP. B
EXP. C
EXP. B
EXP. C
2 In o
(IN.)
POST
TYPE
(IN.)
(IN.)
POST
TYPE
(IN.)
(IN,)
TYPE (IN.)
(IN.)
TYPE
(IN.)
4'
17'-0"
14'-4"
32
G
1719'
2„8
39
G
21
16'-4”
34
G
20
29'-11"
39
G
6'
2
2
2
2
23
5•
5'
13'-7"
13'-4'
32
G
18
17'- " 6„
34
G
22
14'-8"
34
G
20
26'-9"
39
G
24
T
2
3
2
2
24
6'
11'-4"
12'-6"
32
G
19
15'-8"
5'-0"
34
G
22
13'-4"
34
G
21
24'-5"
39
G
s•
2
3
2
2
7'
9'-8"
11'-7,.
29
G
19
14'_6"
34
G
23
12'-4"
34
G
21
22'-7"
39
G
25
9
3
3
2
2
13-11"
8'
8'-6"
10'-10"
29
G
20
13, 7„
34
G
24
11'-7"
30
G
22
21'-2"
39
G
,D
3
3
2
2
26
13'-0"
9'
7'-7"
10'-3"
29
G
20
12'-1
34
G
24
10'-10"
30
G
22
19'-11"
39
G
26
11
3
4
2
2
12'-3"
10'
6'-9"
9'-8"
29
G
21
12'-2"
34
G
24
10'-4"
30
G
23
18'-11"
39
G
72•
3
4
2
2
27
11'-8"
27
11'
6'-2„
9._3„
29
H
21
11,_7„
30
H
25
9'-10"
30
H
23
18'-0"
34
H
13'
4
4
2
3
11'-1"
12'
5'-8"
8'-10"
29
H
22
11'-1"
30
H
25
9'_5„
30
H
23
17'-3"
34
H
14'
4
5
2
3
27
10'-7"
13'
5'-2"
8'-6"
32
H
22
10'-8"10,
34
H
25
-i..
34
H
24
16'-7"
34
H
28
15'
4
5
3
3
2„g.
28
14'
4'-10"
8'-2"
32
H
22
10'-3_'10
34
H
26
8'-9"
34
H
24
16-0".
34
H
16'
4
5
3
3
15
4'-6"
7'-11"
32
H
9'-119
34
H
26
8'_5^
34
H
24
15'-5"
34
H
28
17'
5
6
3
3
6„
16'
4'-3"
7'-8"
32
r23
9�„
34
J26
g _2
34
J
24
14 _ I)
34
1s'
5
6
3
3
29
17'
4'-0"
7'-5"
32
J
4 '-11"
34
J
27
7'-10"
34
J
25
14'-6"
34
J
29 19• 5 6 3 3
29 20' 5 6 3 3
18'
X-9"
7'-Y
32
J
249
1
34
J
27
7'-5"
34
J
25
14'_1"
34
J
29 FOOTNOTE:
19'
3'-7"
7'-0"
38
J
24
8-10
8'-5„
39
J
27
7'-0"
39
J
25
13'-9"
39
HEADER AND OR MIN. NO. OF POST
30 REQUIRED SPACING MUST EXCEED
20'
3'-4"
6'-10"
38
J
24
8' 7"
39
J
27
-8"
39
J
25
13'-4"
39
J
ALLOWABLE SLAB SPACING
OR LESSER MUST BE USED
Sr cJI. Csgp�
:
�`�
•
�•'':�'r
i� :? (llH FOOTNOTE:
"
'
COL. TYPES
D-1 =.024"
SIDEPLATES, USE ON CONC. SLAB ONLY
NOTE:
COL, TYPES
D-2 =.032"
SIDEPLATES, ON CONC. SLAB OR FOOTINGS
FOOTING SHOWN REPRESENTS LENGTH
OF
C7
"SAMPLE"
EACH SIDE OF CUBED FOOTING WITHOUT
WHERE SLAB OCCURS, CUBED FOOTING
SLAB.
SIZE
F
lU NO 791S
r^
FOOTNOTE:
FIGURE INDICATES EXPOSURE
B —a
MAY BE REDUCED 6" EACH SIDE FOR
FREESTANDING
ONLY.
Exp 3
FIGURE INDICATES EXPOSURE C
SEE ALTERNATE FOOTING TABLES
ADDITIONAL FOOTNOTE:
WHERE
ONLY
ONE FIGURE SHOWN INDICATES EXP. B 8 C.
SHT. 10 FOR ATTACHED 8 SHT. 24
FOR FREESTANDING
DRAWN BY: K.K.
TOM CAMPBELL & ASSOC LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5f05P2009
COMMERCIAL AND RESIDENTIAL STRUCTURA POST SPACING TABLE
FREESTANDING
10, 20 8 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY: K.K. & D.P,
RANCHO CUCAMONGA. CA (951) 7 -2107 AND ATTACHED
„, , ,,, n
HORIZ. WIND =
90. 1008 110 MPH
8269 ALPINE AVE., SACRAMENTO. CA 95826
rola' esz>'m, Far en. ,lo =o -m, n,wn,,...•�,o
SHEET 26 OF 30
City of La Quinta
Building 8L Safety Division
Permit #5� P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
CV Building Permit Application
and Tracking Sheet
Project Address:1177� Srcic
Owner's Name:
A. P. Number:
Address: X77?5'-
Legal Description:
City, ST, Zip: Ly t �$--� � 1?ZZ,$3
Contractor: 01 AJ 7 P'� P+'7—/ Q C -U
Telephone:
Address: 40 - ( 3 3 CI+ LL I�-- L L7) M A � ti, rlZi�-r�/)
Project Description:
City, ST, Zip: 1/0010 C- A- �aa.0)
�}GL'P.�/L/�L� z- !ems SO62�C
Telephone: 7 ioD - S 7 q - / U q 3
Sam
Structural Calcs.
State Lie. # ; 'y q 3 7
City Lic. #: 99 / L S
7-0 1 sl 1>% -55> 76 77'7"—�
Arch., Engr., Designer:
Plan Check Deposit
Address:
City, ST, Zip:
Telephone:
State Lic. #:
Name of Contact Person: 0 L- F
Construction Type: Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Sq. Fi : /,j # Stories: # Units:
Telephone # of Contact Person: -
Estimated Value of Project:
fAPPLICANT: DO NOT WRITE BELOW THIS LINE l
#
Submittal
Req'd
Recd
TRACKING.
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
•
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs,
Called Contact Person
Plan Check Balance
Energy Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
god Review, ready for corrections/issue
Electrical
Subcontaetor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.1.
H.O.A. Approval
Plans resubmitted
Grading
IN I{OUSE:-
'" Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.1.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Dees