09-0323 (PAT)11.
P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: '09-00000323~
Property Address: 81536 DOVE CANYON CT
APN: 764-280-999-74 -300236-
Application description: PATIO COVER - RESIDENTIAL
Property Zoning: MEDIUM HIGH DENSITY RES
Application valuation: 5387
e
T4
4
BUILDING & SAFETY DEPARTMENT `
BUILDING PERMIT
AIi ant: Architect o Engineer:
C{' A&
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 License is in full force and effect.
License Clas B A License No.: 770843
Date: - Contractor: ' /�+
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 (5500).:
(_ 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 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 contractor(s) licensed
pursuant to the Contractors' State License Law.).
(_) I am exempt under Sec. , B.&P.C. for this reason
Date: Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name: _
Lender's Address:
LQPERAlIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 4/09/09
Owner:
CORSMO RESIDENCE
81536 DOVE CANYON
LA QUINTA, CA 92253
Contractor: Ol
LIFETIME PATIOS
P.O. BOX 5806 d
LA QUINTA, CA 9224
(760)772-0013
LiC . .No.: 770843 *_1
� r
d
-- - - - - - - - - --- - - - - -- �•, `y= - - -—
WORKER'S COMPENSATION ' 7fe-N
DECLAR '
hereby affirm under penalty of perjury one of the following declarations: �1,,
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 ward11di 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 ENDURANCE REISN Policy Number WEN0015766-01
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should become subject to the workers' compensation provisions of Section
3700 of the Labor Code, I shall forthwith comply with those provisions.
Date: Applicant:
44
WARNI G: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000): IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the 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 I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
of this county to enter upon the above-mentioned property for inspection purposes.
Date; Signature (Applicant or Agent): '
Application Number, . . . . . 09-00000323
Permit . . . PATIO COVER PERMIT
Additional desc .
Permit Fee . . . . 81.00 Plan Check Fee
52.65
Issue Date . . . . Valuation
5387
Expiration Date 10/06/09
Qty Unit Charge Per
Extension
BASE FEE'
45.00
4.00 9.0000 THOU BLDG 2,001-25,000
36.00
----------------------------------------------------------------------------
Special Notes and Comments
405 SF WEATHERWOOD OPEN LATTICE PATIO
COVER/PER 2006 IBC; 2006 IRC; 2007 CBC
AND APPROVED PLANS.
-------------------=--------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
Fee summary Charged Paid Credited
Due
Permit Fee Total 81.00 .00 .00
81.00
Plan Check Total 52.65 .00 .00
52.65
Other Fee Total 1.00 .00 .00
1.00
Grand Total 134.65 .00 .00
134.65
LQPERAIIT
TOM CAMPBELL & ASSOCIATES, INC.
Commercial and Residential Structural Engineering
(951) 741-2107
February 25, 2008
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 Aluminum
Design Manual, ADM -01.
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 ticampbell _charter.net should you
require additional information.-`
Sincerely,
Tom Campbell, PE
Site Information
No. 3790
Exp. 3/31/09
Owner's Name
Address �� y3 ce )a dr✓ 0�s
City/Town /j- lX V I ff T -A
State Chi . q ZZ -6 3
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,
I,:
ASCE/SEI 7 -05 -MINIMUM -DESIGN -LOADS FOR -BUILDINGS -AND-OTHER-STRUC-TURES AND THE -2000 ALUMINUM -MANUAL -ADM 1-00. --- - .-,- - 7
OR
DRAWING NOTES:
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
3, EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD
OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,
METHODS; TECHNIQUES, SEQUENCES AND PROCEDURES.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED
REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT.
THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER.
6. 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 IBC APPENDIX I OR IRC APPENDIX H.
B. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
9. AN ATTACHED PATIO COVER MAY 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 8 USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO.
DESIGN CONSIDERATIONS:
14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/2 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 PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN
STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13.
20. THE FREESTANDING. AND ATTACHED LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN
STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13.
21. 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).
22. 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:
23. 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.
24. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
25. 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 100 PSF/FT x 2 PER
SECTION 1804.3.1 OF THE IBC AND CBC.
26. 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.
27. 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.
28. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK BOLT TZ CARBON
STEEL(ICC-ES ESR -1917) OR APPROVED EQUAL.
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
7.'
DESIGN LOADS:
11. RESIDENTIAL APPLICATIONS - IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRC APPENDIX H.
ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 50 POUNDS PER SQUARE FOOT.
ROOF: 30 POUNDS PER SQUARE FOOT (EXPOSURE C, NON -HEATED STRUCTURE).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
100 MILES PER HOUR, EXPOSURES BAND C.
110 MILES PER HOUR, EXPOSURES BAND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
13. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTION 1605,3.2.
12. COMMERCIAL APPLICATIONS - IBC CHAPTER 16.
ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT.
J
SNOW LOADS: GROUND: 50 POUNDS PER SQUARE FOOT.
ROOF: 30 POUNDS PER SQUARE FOOT ( EXPOSURE C, NON -HEATED STRUCTURE).
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.
DRAWN BY., K.K.
TOM CAMPBELL & ASSOCIATES, INC,
LIVE LOAD =
PATIO COVER SYSTEM AS MFG, BY:
JOB NO. GF07-0674
DATE: 10/232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 2D 8 3D ps/
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY: K.K.
RANCHO CUCAMONGA. CA (951) 741-2107
GENERAL NOTES
HORIZ WIND =
8289 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 1 OF 29
8 D.P.
p0 1MRN0 MPH
lAtg1 dF7_7071 Fax dlL0.1.5tp .aalaer�tlu+ahan mm
RAFTER. SEETABLE
DRAWN BY: KX
;TOM CAMPBELL & ASSOCIATES, INC: -
FOR SIM
SPACING
PATIO
10 COVER SYSTEM ASMFG: BY:
OPEN LATTICE TYPES
AND
DATE: 1012312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
MAX PROJ.
DURALUM PRODUCTS: INC
MAX. PROJ.rST'
SEE SCHEDULE
O/At-
NOTE: aS O.PEN LATTICE -TYPE STRUCTURE SEE SCHEDULE
......... .. .. �e.. -
RANCHO CUCAMONGA, CA (951) 741-2107
MAX. O.H.
HORIZ. WIN.
18269 ALPINE AVF-,'SACRAMENT
SHEET 3 OF 29
SPAN
�OPp�i'
\\
RAFTER. SEE TABLE
FOR SIZE
AND SPACING
0.100 8 110 MPH
p
OSTsp
RAN0
''
11
Ra._25% OF SPAN
POS HEIGHT
SEE SC EOULE
PO T HEIGHT
SEE CH DUCE
LENGTH OF STRUCTURE VARIES
OAF
—POST WITH SIDE-
0
PLATES SEE DETAIL
LENGTH OF STRUCTURE VARIES
MAR 15 1009 pQ
NOTE: EACH COMPONENT IS INTER -
A
3 112" SLAB ATTACHM
MAY S USE WH —0.
POST WITH SIDE-
PLATES SEE TAIL
CHANGEABLE WITH ANY OTHER
PERMJ�TEQ.q
SEESCHED
COMPONTENT UNLESS OTHERWISE SHOWN.
FOOTING
OMPONENT IS INTER-
3 1/2' SLAB ATTACHMENT
BWHERE
WHERE REQUI
SEE SCHED. FOR FOOTI
TH ANY OTHER
PERMED
OPEN LATTICE -TYPE PATIO COVER
COM NLESS OTHERWISE SHOWN.
SEE SCHEDULE
SCALE: NTS
NOTE: THIS OPEN LATTICE -TYPE S
MAY�.NOT BE ENCLOSED OR
FOOTING WHERE REQUIRED.
SEE SCHED. FOR FOOTING
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCT No..
w PE-T!-6l-T6QHEQ MULTISPAN
C��IZE
LATTICE'STRUCTURE
E*4A
NOTE: THIS OPEN LATTICE
-TYPE STRUCTURE
MAY NOT BE ENCLOSED OR COVERED.
RAFTER. SEE OLE MAX. PROD.
FOR SI TA SEE *SCH U
MAX. PROJ.
NOTE: THIS OPEN LATTICE -TYPE STR SEE SCHEDULE
A SPACING CNG
77 MAY NOT BE ENCLOSED OR C
RAFTER. SEE TABLE
Is* MAX. O.H. O.H
FO :
AND SPA ZE
CING
-
25% OF SPAN
:"14MAX.
O.H.
25%0SPAN
_
'HEIGHT
OS
SE
EDUCE
LENGTH OF STRUCTURE VARIES
0
16
0
CST CROSS -SECTIO SEE POST DETAJ
LENGTH OF STRUCTURE VARIES
POSTCR
SS -SECTION.
SEE POST
NOTE: EACH COMPONENT IS INTER-
3 1/2* SLAB
MAY BE USED
7L
ULAB
CHANGEABLE WITH ANY OTHER
TO CONSTRAIN
y•BE USED
COMPONTENT UNLESS OTHERWISE SHOWN.
FOOTING. SEE
SCHEDULE
NOTE: EACH COMPONENT IS INTER -
TO CONSTRAIN
FOOTING, SEE
OPEN LATTICE TYPE PATIO COVER
CHANGEABLE WITH ANY OTHER
SCHEDULE
FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN.
SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE
•
FOOTING WHERE REQUIRED
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING SINGLE SPANIATTICE STRUCTURE
TYPE "H" FREESTANDINGMUL ISP N
TTICE STRUCTURE
DRAWN BY: KX
;TOM CAMPBELL & ASSOCIATES, INC: -
LIVE LOAD
PATIO
10 COVER SYSTEM ASMFG: BY:
"'JOBNO: GF07-0674
DATE: 1012312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
10, 20 & 30 f
DURALUM PRODUCTS: INC
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
S
HORIZ. WIN.
18269 ALPINE AVF-,'SACRAMENT
SHEET 3 OF 29
REVISED BY: K.K. & D.P.
0.100 8 110 MPH
(916) 452-7021 FAX 403-1519 so
SOLID PANEL TYPES
ATTACHMENT CHANNEL L&VGr
ALUMINUM SEE DETAIL TME ROOF PANEL P F/AION pTRUC E V
SEE SCHEDULE RO�ECr1ro IF N S TMg1IES
FOR SPANS CLOSED
0. SPPN
"O.H" NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
PO
OPTIONAL: CANTILEVER
SCHEDULE FO
SQ. POSTS, SIZE VARIES see SCI1EpVC 3 SE POST SPACINGR
3 1/2" SLAB ATTACHMENT O•H. O
MAY BE USED WHERE ALTERNATE: 25% OF S qNX EEO
PERMITTED. SINGLE POST
SEE SCHEDULE SEE SCHEDULE
MAX. HT.= 12'
I NOTE: NO SPLICE AT THIS C
POST ANDA END BAYS.
FOOTING WHERE REQUIRED ✓ • • �
SEE SCHEDULE FOR FOOTING CUBE SIZE -
NOTE: EACH COMPONENT IS INTE
CHANGEABLE WITH ANY OTHER W
COMPONTENT UNLESS OTHERWIS
TVPIC'11AI1 ATTAt'"17M OlAlnl C Q173AAI to/l/,AAITII C\/Cr (10 R
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
O.
"O.H." NOT:TO EXCEED 25%
OF SPAN '
SEE DETAIL FOR SPLICE '
F
SQ. POSTS, SIZE VARIES S'
3 1/2" SLAB
MAY BE USED
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
ALTERNATE:.
SINGLE POST
SEE SCHEDULE
ATTACHMENT CHANNEL
r
ALUMINUM SEE
DETAILS
ROOF PANEL MIN. 0.5" SLOPE PER FT.
SEE SCHEDULE
\
FOR SPANS
0.
"O.H " NOT TO EXCEED 25%
O.H SPI
_ OF SPAN
NOTE: EACH COMPONENT IS INTER -
0 SEE DETAIL FOR SPLICE
PO
1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER .
SEE CjjvG
SCHEDU(
rs SQ. POSTS, SIZE VARIES
COMPONTENT UNLESS OTHERWISE SHOWN.
S
3 1/2" SLAB ATTACHMENT
BEAM
MAY BE USED WHERE
ALTERNATE:
PERMITTED.
SINGLE POST
EE SCHEDULE
SEE SCHEDULE
_/
C eel HT.= 12' rC
TOM CAMPBELL & ASSOCIATES, INC.
FER
E REQUIRED
SFOR FOOTING CUBE SIZE
No. AR 15 2009B" ATTACHED
M
OF STRUCTURE
T NUM
'
VARIES
FOOTING WHERE REQUIRED ✓
ROOF PIANEL MIN. 0.5" SLOPE PER FT.
(MAY NOT BE ENCLOSED)
S SCHEDULEEE
FOR SPANS
SEE SCHEDULE FOR FOOTING CUBE SIZE
O.H SPI
NOTE: EACH COMPONENT IS INTER -
1/2 x 9" STEEL ROD
'O•H' NOT TO EXCEED 25% SP
r:
1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER .
OF SPAN
COMPONTENT UNLESS OTHERWISE SHOWN.
SEE DETAIL FOR SPLICE
ER
BEAM
3PgC, G
SEE SCHEDULENFOR
POST SPACIN
W/CANTILEVER OPTION
SEES
SQ. POSTS, SIZE VARIES CHEDUL
0.280 O
%OFSPAENCEE0
N
3 112" SLAB
MAY BE USED ALTERNATE:
TOM CAMPBELL & ASSOCIATES, INC.
TO CONSTRAIN SINGLE POST
PATIO COVER SYSTEM AS MFG. BY:.
JOB NO. GF07-0674
FOOTING, SEE SEE SCHEDULE
)TE 0 SPLICE AT THIS
ST i D AT END BAYS.
SCHEDULE
THE PRQ FCT10N F � S O-SLz D
OPTIONAL: CANTILEVER
SEE SCHEDULE FOR
POST SPACING
25% O--4-10
�NOTE10 SPLICE AT THIS
POST AND AT END BAY
NOTE: EACH COMPONENT JS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
•ENGTH ,
OF STRUC7'7jRE VgRIES
(MAYIVOTBE
,. ENCLOSEO�
SEE SCHEDULE FOR
PtjST SPACING
IH.paSpO EkCEf
SPLICE AT THIS
AT END BOYS.
L)
m
FOOTING WHERE REQUIRED ✓
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
SEE SCHEDULE FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER -
1/2 x 9" STEEL ROD
NOTE: EACH COMPONENT IS INTER-
1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER .
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING
W/CANTILEVER OPTION
TYPE "D" FREESTANDING"MULTISPAN W/CANTILEVER OPTION
DRAWN BY: KK
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =", :``
PATIO COVER SYSTEM AS MFG. BY:.
JOB NO. GF07-0674
DATE: W212007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID PANEL
10, 20 & 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY: KK- & D.P.
RANCHO CUCAMONGA, CA (951) 741-2107.. :.
STRUCTURES
HORIZ WIND =
90, 100 & 110 MPH"
8269 ALPINE AVE, SACRAMENTO, CA 95826'
(916j 45Z-7021 FAX 403.1519 sates@duretum.com
� SHEET 2 OF 29
RAFTER SPANS FOR OP
OR EQUAL ALLOY 3004-H36 I .,. II["" N16. Y.
OMMERICAL & PATIOS 90/100/110 MPH
UM. ALLOY 3004-1-136
EQUAL MAX 2" � 6:5"
-024"
g --032"
DBL. 2 x 6 1/2" RAFTER
C
T' 90 MPH 100 MPH 110 MPH
'SF) (IN.) a o P. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
.024 16 20'-3" 18'-4"18'-4" 161-6" 18 _1" 16'-0"
10 24" 16'-6" 15'-0" 16-0" 13,-5„ 14,_5, 13,_1"
.032
16" 27'-D" 24'-0" 24,-6" 22'_0" 24,_2" 21,-4„
..20,-0" 18,4„ 19'-B" 17,4„
.024
20 24" 1 12'4" 12'-4" 12'4" 12'4" 12'4" 12'4"
16" 1 20'-2" 20'-2" 20'-2" 20'-2" 20'-2" 20'-2"
.032
24" 16'-6" 16'-6" 16,-6„ 16'-6" 16'-0" 16,-6„
.024
16" 12•_5• 12'-5' 12•_5, 12,_5•• 12'-5, 12,_5•,
30 24" 10'-2" 10'-2• 10'-2" 10,_2" 10,4, 10'-2,
16" 16,_7• 16'-7" 16'-7" 16'-T' 16,_7, 16,_7,
.032
24" 13'-0" 13'-6" 13,-6„ 13'-6" 13,-6„ 13,-6„
ALUM. ALLOY 3004-H36
OR EQUAL
EXPOSURE B & C
.042"
*SEE NOTE BELOW
TRIBUTARY
ST C
3 x 8" RAFTER
2 x 6 1/2" RAFTER
(FT.)
90 MPH
L.L.=
(PSF)
'T'
(IN.)
m'
90 MPH f 100 MPH
110 M
ma op g ,EXP.0 :EXP. B EXP.0 EXP. B EX C
I EXP. B
.024
16"
14'4"
13'-0"
13'-0"
11'-8"
12'-10"
11'4"
24" 11'_8,• 10'-7" 10'-T' 9'-0" 10'4" 9'-3"
io
24'
r 16"
19'-1"
1T-4"
17,-4„
15'-6"
17'-1„
15'-4"
I
1032
24",,
16-6"
114`-2""'
14,_2„
12,_8„
13'-11"
12,_3„
5 6 6
7 7
16"
26,4„
23,_10"
23'_10"
21'-6„
23'-0"
20'-10"
3'
042
24.,
21,-0„
1g,-0„
19,-0„
17,-6„
16'-9"
17,-0..
14
16" •
10,_8"
10,-8"
10'-8"
10,-8"
4-8"
10,-8„
14
.024
24"
8.4.
8._9,.
8'-9.,
B._9.1
8._9.1
8._91,
15
15
16"
14'-3"
14'-3"
14'-3"
14'-3"
14'-3"
14'-3"
20
.03224"
11'-8"
11'-8"
11'-8"
11'-8"
11'-8"
11'-8"
16"
19'-8"
19,_8,•
19•4•
19•_8,•
19'-8"
19'-B"
.042—T4
-7
16,_1"
16'-1"
16,_1,
16'-1"
16,_1„
16'-1"
16"
8'-10"
8'-10"
B'-10"
8'-10"
B'-10"
8'-10"
.024
T-2"
T-2"
T-2"
7'-2"
7'-2"
30
16"
11'-9"
11'-91•
11'-9"
11'-9"
11'-9"
11'-g"
.032
24..
9,_7..
9,_7..
9._7.,
9._7,.
9,_7..
9._7..
.042
16"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
24" 13'-3" 13'-3" 13'-3" 1 13'4" 1 13'-3"
1 13'-3"
OMMERICAL & PATIOS 90/100/110 MPH
UM. ALLOY 3004-1-136
EQUAL MAX 2" � 6:5"
-024"
g --032"
DBL. 2 x 6 1/2" RAFTER
C
T' 90 MPH 100 MPH 110 MPH
'SF) (IN.) a o P. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
.024 16 20'-3" 18'-4"18'-4" 161-6" 18 _1" 16'-0"
10 24" 16'-6" 15'-0" 16-0" 13,-5„ 14,_5, 13,_1"
.032
16" 27'-D" 24'-0" 24,-6" 22'_0" 24,_2" 21,-4„
..20,-0" 18,4„ 19'-B" 17,4„
.024
20 24" 1 12'4" 12'-4" 12'4" 12'4" 12'4" 12'4"
16" 1 20'-2" 20'-2" 20'-2" 20'-2" 20'-2" 20'-2"
.032
24" 16'-6" 16'-6" 16,-6„ 16'-6" 16'-0" 16,-6„
.024
16" 12•_5• 12'-5' 12•_5, 12,_5•• 12'-5, 12,_5•,
30 24" 10'-2" 10'-2• 10'-2" 10,_2" 10,4, 10'-2,
16" 16,_7• 16'-7" 16'-7" 16'-T' 16,_7, 16,_7,
.032
24" 13'-0" 13'-6" 13,-6„ 13'-6" 13,-6„ 13,-6„
ALUM. ALLOY 3004-H36
OR EQUAL
EXPOSURE B & C
.042"
*SEE NOTE BELOW
042 16" 1 21-0" 21'-0" 1 21-0^ 21-0" 1 21'-0". 1 21-o"
20 24" 1 17'4" 17'-2' 17'-2" 17'-2" 1 17'-2" 1 17'-2"
042 1 16., 1 17'-3" 1 17'-3" 1 17'-3" 1 17'-3" 1 17'-3" 1 17--T-
30 24" 1 14'-2" 14'-2" 1 14'-2" 1 14'-2" 14'-2" 1 14'-2"
* ENGINEER'S NOTE: WHERE SINGLE RAFTERS ARE SHOWN, DOUBLE RAFTERS WITH 3" MAX. SPACING
BETWEEN MAY BE USED AT 32" o.c. OR 48" o.c. SO LONG AS SINGLE RAFTER SPANS ARE NOT EXCEEDED.
TRIBUTARY
m c
aN 6
3 x 8" RAFTER
L.=J�ITN
(FT.)
90 MPH
100 MPH
110 MPH
EXP. BI
EXP.0
I EXP. B
I EXP.0
I EXP. B
I EXP.0
10
04
. 2
16"
28'-2"
25'-7"
25'-7"22'-6--1
3 4 4
'25'-2",
21'-2"
24'
23'4"
1 20'-10"
20'-10"
1 18'-9"
1 20'-6"
1 18'4"
042 16" 1 21-0" 21'-0" 1 21-0^ 21-0" 1 21'-0". 1 21-o"
20 24" 1 17'4" 17'-2' 17'-2" 17'-2" 1 17'-2" 1 17'-2"
042 1 16., 1 17'-3" 1 17'-3" 1 17'-3" 1 17'-3" 1 17'-3" 1 17--T-
30 24" 1 14'-2" 14'-2" 1 14'-2" 1 14'-2" 14'-2" 1 14'-2"
* ENGINEER'S NOTE: WHERE SINGLE RAFTERS ARE SHOWN, DOUBLE RAFTERS WITH 3" MAX. SPACING
BETWEEN MAY BE USED AT 32" o.c. OR 48" o.c. SO LONG AS SINGLE RAFTER SPANS ARE NOT EXCEEDED.
PROJECTION
O.SPAN
H.
h
TRIBUTARY TRIBUTARY=
Dm 1/2 SPAN+O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
TRIBUTARY
WIDTH
TABLE
- CLEAR SPAN
(FT.)
JOB NO. G007-0674
DATE: 10/23/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
O.H.
6 7 B
9 10
11 12
13 14 15
16
17 1B
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 6
7 7
8 8 9
9
10 10
11
11
12
2'
5 6 6
7 7
8 B
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
9
10 10
11 11 12
12
13 13
i4
14
15
11 11
12 12 13
13
14 14
15
15
16 .
PROJECTION
O.SPAN
H.
h
TRIBUTARY TRIBUTARY=
Dm 1/2 SPAN+O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
DRAWN BY: K.K
„TOM CAMPBELL & ASSOCIATES, INC.
LVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. G007-0674
DATE: 10/23/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 8 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
RAFTER SPANS
HORIZ WIND
8269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED BY: KK 6 D.P.
90, 100 8 110 MPH
(916) 452-7021 FAX 403.1519 sales®duralum.00m
SHEET 6 OF 29 .
PANEL FASTENERS 90/100/110 MPH
1AR 151.00
24" 0"
24" TRI -'V" PAN
L.L.= PSF 90- MPH 100- MPH 110- MPH
10 #10 S.M.S. #10 S.M.S. #10 S.M.S.j
x;;).3794?8
20 #10 S.M.S. #10 S.M.S. #12 S.M.S. * ED- CNt4.
30 � #12 S.M.S. #12 S.M.S. #12 S.M.S. q `
C
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
750"
075"
.440"
EXPOSURE B & C
1 .860" 1--
6.00" t
R9.250 OPTIX@ PRODUCTS ACRYLIC PER
I.C.C. E.R. 5411 OR EQUAL
DETAIL
'SCHEDULE OF ALLOWABLE SPANS FOR 6" / 8" x 2 1/2"
FLAT PANEL ADJACENT TO SKYLIGHT PANELS
12"
6" PANEL SPANS / 8" PANEL SPANS '
i
t=.020"
t=.024"
12" x 3 1/2"
W PANEL
6"
L.L.= PSF
90- MPH
#10 S.M.S.
100- MPH
110- MPH
10
#10 S.M.S.°
10
#10 S.M.S.
#10 S.M.S.
20
#10 S.M.S.
rl3-4"
#10 S.M.S.
#12 S.M.S.
30
#12 S.M.S.
8'-10"
#12 S.M.S.
#12 S.M.S.
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
750"
075"
.440"
EXPOSURE B & C
1 .860" 1--
6.00" t
R9.250 OPTIX@ PRODUCTS ACRYLIC PER
I.C.C. E.R. 5411 OR EQUAL
DETAIL
'SCHEDULE OF ALLOWABLE SPANS FOR 6" / 8" x 2 1/2"
FLAT PANEL ADJACENT TO SKYLIGHT PANELS
L.L.=
6" PANEL SPANS / 8" PANEL SPANS '
100- MPH
t=.020"
t=.024"
32"
t=.040"
6"
8„
#10 S.M.S.
#10 S.M.S.
#12 S.M.S.
6" 8"x2 1/2" FL
/ AT PAN W/(2) -V'S
30
#12 S.M.S.
10
10'-2"
10'-2"
12'-9"
12'-9"
rl3-4"
13'-4"
14'-7"
14'-7"
20
8'-10"
8'-10"
10'-3"
10'-3"
11'-4"
12'-3"
12'-3"
30
7'-1"
7'-1"
8'-4"
8'4"
9'-10"
9'-10"
10'-8"
USE A MAX. OF (1) SKYLIGHT PANEL PER: -
(3) 8" ROOF PANELS OR (4) 6" ROOF PANELS
q�
r
L.L.= PSF
90- MPH
100- MPH
110 -MPH
10
#10 S.M.S.
#10 S.M.S.
#10.S.M.S.
20
#10 S.M.S.
#10 S.M.S.
#12 S.M.S.
6" 8"x2 1/2" FL
/ AT PAN W/(2) -V'S
30
#12 S.M.S.
#12 S.M.S.
#12 S.M.S.
DRAWN BY: KK
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB N0. GF07-0674
DATE: IGM12007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 8 30 psl -
DURALUM PRODUCTS, INC.
_ -
SCALE NONE
REVISED BY: KK 8 D.P. -
^ ' -. RANCHO CUCAMONGA. CA (9 1) 741-2107
PANEL'FASTENERS
1--
�HORIZ WIND,=.,
-gp,'100 &110 MPH -
6269 ALPINE AVE,,. SACRAMENTO, CA 95826
SHEET $ OF 29
(916) 452-7021 FAX 403.1519 sales@dumlum.mm
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-1-136 1.50"
.,1.50 ASI ---..
N o WALL
irFASTENERS
1.75" O
ROLLFORMED HANGER
R.F. OR EXT. HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET. \�
ALUM. PANEL 2x OR / \
3x ALUM. RAFTER �
FASCIA BOARD EXIST. !
ALLOWABLE PROD. , . EXISTING
N C6 � Joa.281„
ALUM.ALLOY
6063-T6
.0602—B
EXTRUDED HANGER CHI NEL
RAFTER
EXISTING SAVE CONNECTION ( 2
WALL FASTENERS
—
SEE TABLE
30D
#10 SMS @ PANEL
LOCKS OR 08 SMS
25"R OE
AT EA. CONTACT
LL=20
=10 LL=20 LL=30
.20 Y ��-
WALL FASTENERS
CONTINUOUS A -RAIL
ROOF PANEL
3 (WHERE OCCURS)
E E E
ALUM.ALLOY
K
D 6063-T6
#10 SMS @ EA. CONTACT
w
WALL CONNECTION
O
ALUM.ALLOY
6063-T6
I.R. HANGER
2.740" I
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
ALLOWABLE DECK / RAFTER SPAN
AT 2x FASCIA
SIMPSON A35
T=.060"
AT MASONRY OW/
CONCRETE
W
LL=20
=10 LL=20 LL=30
N
WALL FASTENERS
LL=30
�'
SEE TABLE
E E E
-
K
2"
O
E E E
J J
K
�
D BorD BorD
E
A
APPROVED 3" OR 4"
K
2'-0"
I INSUL ROOF PANEL
4'-6"
Q
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
ALLOWABLE DECK / RAFTER SPAN
AT 2x FASCIA
SIMPSON A35
AT WOOD STUD
16" O.C.
AT MASONRY OW/
CONCRETE
MAR T 5
LL=20
=10 LL=20 LL=30
LL=10 LL=20 LL=30
LL=10 LL=20
LL=30
16'-8"
A BorD BorD
E E E
J 'J
K
2"
orC BorD BorD
E E E
J J
K
O.C.
D BorD BorD
E
E E E
J J
K
2'-0"
7'-0"
4'-6"
3'-0" % /
FULL
RIPTION OF LAG SCREW SEE NOTE BELO/8"IDx
24" O.C.
2'-0"
17` 6"
1 1/2" @ 12" O.C.
/8"O x 1 1/2" @ 8" O.C.
116"O x 1 1/2" @10" O.C.
/16"0 x 1 112" @ 12" O.C.
E=3/8"O x 4" @ O.C. EACH STUD
F=7/16"0 x 4" @ O.C. EACH STUD
J=114"0x1 1/8"@16"A.B.-
K=1/4"0x1 1/8"@12" A.B.
2"x8"NOTCHED
EXIST. RAFTER
DRAWN BY: KK
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG
LL=10
LL=20
LL=30
2" x 4'16
HANGER CHANNEL
16'-8"
13'-10"
/
FULL �R
C'-0"
2"
11'-8"
8'-8"
5'-10" ! ,
2" x 4"24"
O.C.
V-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"
17` 6"
14'-0"
9' 6'` /
2"x8"NOTCHED
! I
2"x8" FULL
24" O.C.
2'-0"
29'-3"---t
25'-0"
16;-9,j
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
1 1/2" 10# L.L.=(2)#8 SME
y ' 20#/30#L,L.-(2)#10
U -BRACKET _-
I I 2x6 112"
5" MIN. RAFTER
I
A/4" OR 1 1/2"
( \ EXISTING WOOD STUD
tt
\` 2 EACH 114"0 x 3-112" LAG SCREWS LL=10
2 EACH 7/16"0 x 3-1/2" LAG SCREWS L/L=2C
-J
_- RAFTER TC
'WALL CONNECTION. O3
SMS T
AT 12' O.C.C
Oar
LU�' I\, •:; . 37948
* E NAR 31 20ii
EA SIDE
iMS ;SIDE 3/16"
0 STEEL
p 114"0 HOLES,TYP.
NOTE: PROVIDE
lop PROTECTION, METAL PLASHING
TER
8 o r CAUCK JOINTS AND SLOPE
G I TO DRAIN
TYPICAL BRACKET AT EVERY 2x
1 1/4"
\ FOR SPAN SEE ALLOWABLE
DECK/RAFTER SPAN TABLE
AMING EAVELENGTH
\t� 2a5 OR 2x8 LEDGER
ID 30 pst RAFTER
(3)-#7 x3 12" W.S. 1-4#10x7 3/4"
PATIO COVER
NOTE: PLACE "SIKA FLEX" OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRACKET
MAY BE MOUNTED
4 BRACKET CONNECTION BELOW RAFTER W/
SAME CONNECTION'S. .
DRAWN BY: KK
TOM CAMPBELL & ASSOCIATES, INC.
WE LOAD = .PATIO
COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0574
DATE; 1000
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
HANGER CHANNEL
W. 20 8 30 ps(
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY: KK 8 D.P.
; RANCHO CUCAMONGA. CA (951) 741-2107
AND BRACKET
. ATTACHMENTS
HORIZ. WIND =
90, 1009 110MPH'
8269 ALPINE AVE., SACRAMENTO, CA 95826
1(916)452-7021 FAX 403.1519 sales@duralum.wm
7 OF 29
T
COLUMN / POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
3.00" SQ.
1 3.00"SQ. 3.00" SQ. o -`-
--1 I►— 032' #10 SMS I , G=3"SQ.xt=.188"I
024" ®24"O.C.
EA. SIDE ` o
j b HK
4"SQ.xt=.188'I
6.5"075" o 14"R o o" ALUM.i m=5"SQ.xt=.18B"
032" TYP. .048"STEEL
024" • 3.0" 4 0' OR S.O"
O 5/8" PLASTIC PLUG .28"
5 ?ppg 3" SQ. ALUM. POST 3" SQ. ALUM. POST `
1�IPLR � WITH SIDE PLATES DO � 3004- 3s MAG POST 1 ' ,..--SQUARE "
3" SQ. ALUM. POST, STEEL POST -
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 3" SQ. STEEL POST ! ASTM A36 GRADE 40
ASTM 653 40 ALUM. ALLOY 6063-T6 ,
Q�OFESIQ ALUM. ALLOY 3.00" OR 2.0" ,
S1. 0. �( 6063-T5 2.40" -
�4- �P A 1.375"
CE7116"IDHOLE -
O 0 6„ 2 1/8" APART
0 .75" 1.125" 2.s"
Nn. 3gq794g8 ( ASTM GRADE 40 STEEL
7S" .75" BASE FLARES
1ST' TO 3"WIDE EA:
CN11. 1.60" TYP _ __ _ SIDE OF FLANGES
,
INSTALL WASH. PLATOE POST ONLY 1T1— 1T
OF'- s .090" TYP. 5.50" 1-7/16"0 HOLE
1%" x 5/16" x 5j4^ WHEN USING IZ
1 IN 110 MPH WIND AREA 2- 5/16"ID HOLES &TYPBEAOS DE
/ .090" BRACKET FOR 3" POSTS
ALUM "T' BRACKET STEEL "T' BRACKET 5
ALUM. ALLOY
6063-T5
"H" BRACKET
�3 -3/8" LAG SCREWS OR
4;-1/4" LAG SCREWS
(2.5" PENE. INTO WALL)
J>
I
U)-
3" x 8" ALUM. RAFT. BRACKET 1
3" x 8" ALUM. HEADER
HEADER BRACKET
c "o
'T'BRACKET
TOM CAMPBELL 8 ASSOCIATES, INC. -
103"SQ. POST W/
PATIO COVER SYSTEM AS MFG. BY:
JOB NO.467-0674
1,
DATE: t0Y23P1007
(2)-#12 SMS EA.
COLUMN /
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
p
1'
2
SIDE OF POST OR
1/4" M.B. THROUGH
RANCHO CUCAMONGA. CA (951) 741-2107
POST TYPES HORIZ. WIND =
POST
7 GA. PL. (.18")
REVISED BY: K.K. 8 D.P.
11/16" 0 ROD
3/16"
1040 STL.
AUGER PARTS PAINTED
20"
"RUST-O-LEUM" OR EQUAL
3"SQ.POST BRACKE
OR HOT DIPPED GALVANIZED
(1)-1/4" 0 M.B.
OR ELECTROPLATED
PER SIDE (2 -TOT.)
4" DIA. 9 GA.
ASTM A-36 HELIX
SINGLE PASS WELDED
NOTE:
AUGER ANCHOR
MAY BE USED
3"SQ. ALUM. POST
NLY.
ONLY.
STEEL FOOTINGS AND AUGER ANCHOR TO BE
USED FOR 10 L.L. ATTACHED STRUCTURE ONLY.
ccc rn�ir c
un_
AUGER PARTS PAINTED
"RUST-O-LEUM" OR EQUAL
OR HOT DIPPED GALVANIZED
OR ELECTROPLATED
SINGLE PASS WELDED
STEEL FOOTING
I POST
c 2 1/2"
�. STL.
iSTM A36
GA.
LATE
35
O
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC. -
wE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO.467-0674
DATE: t0Y23P1007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN /
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
-
-
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
POST TYPES HORIZ. WIND =
8268 ALPINE AVE.. SACRAMENTO, CA 05826
SHEET B OF 29
REVISED BY: K.K. 8 D.P.
80, 100 8 110 MPH
(916) 452-7021 FAX 403-1518 sales�durelumcom
COLUMN/ POST TYPES & SURFACE MOUNT;AND ,EMBEDMENT DETAILS
ALUM.-rBRACKET USE WITH 'N It
POST TYPE B,C,D, OR E. STEEL: POST ONLY:
STEEL.TBRACKET USE WITH USE POST TYPE (3)-518"0 BOLTS
'T' BRACKET F, G, H,'J OR K FOR POST TYPE J
POST TYPE B,C,D,E,F,G.H,J OR K.
3"SQ. POST W/ ALUM.TBRACKET: I I
3"SQ. POST (2)-#12 SMS EA. 3' Sp. POST USE 2 /8"0 HILTI � �
SIDE OF POST OR KWII� r�oL7s OR EQUAL 4 5
STEELTBRACKET: 1/2 DEPTH OF I I (2)-1/2"0 BOLTS 16"INSERT
1/4" M.B. THROUGH USE(2)-3/3-0 HILTI KWIK FOOTING OR ' ' FOR ALL OTHER x .188"
POST SEE NOTES BELOW I I CONDITIONS 4 5"
BOLTS OR EQUAL C MIN. EMBD. I I ASTM,A36
(2)-3/8"0 HILTI "KWIK"' FOR MIN.EMBEDMENT
BOLTS ENT DEPTH `\ I - STEEL
BOLTS, OR EQUAL, EACH I �= r ! >+ T.O.C.
BRACKET TO SLAB.
MINIMUM DISTANCE TO
EDGE OF SLAB = 2-1/2"
SLAB SHALL BE IN
GOOD CONDITION
3 1/2" MIN.
EXISTING SLAB
DE TH �. a
. a POURED CONCRETE
FOOTING SEE NOTE
3" SQ. POSTS TO CONC. FOOTING
O I OF P ' — ' - — SCHEO.
S IINT0 FOOTINGMBED.
NOTES: ALL COMPONENTS ARE.INTERCHANGABLE UNLESS OTHER WISE NOTED
3" SQ. POST (STL.) -- - OR FLUTED
OR 4" SO. POST (STL.)
INSERT
PL.5/8"THK.
1 1/2" 9" 111/2"
1 1/2" 15" 1 112"
WELDED STEEL BASE PLATE
BASE PLATE SCHEDULE
PLATE SIZEMAYBE USED WITH POST TYPE; SEE SHT. 8
12'SO. x5/8' B, C. D, FBG
18" SO. 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 CARBON STEEL
12"x12"x 5/8" PER I.C.C. ESR -1917 OR EQUAL
(43/4 -EMBEDMENT DEPTH)
(4)- 3/4"0 HILTI KWIK BOLT CARBON STEEL
18"x18"x 5/8' PER I.C.C. ESR -19170R EQUAL
(4 3/4" EMBEDMENT DEPTH)
ORAWN BY: KK.
TOM CAMPBELL & ASSOCIATES, INC.
UVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
ATTACHED
'
ATTACHED ONLY
NOTES:
ALTERNATE
FTG.
DURALUM PRODUCTS, INC.
FOOTING & ANCHOR BOLTS..
SCALE: NONE
REVISED BY; KK. 8 O.P.
- RANCHO CUCAMONGA, CA (951) 741-2107
:- AND EMBEDMENT
HORIZ. WIND =
1.'D0 NOT USE ALUM. "T"
L
BRACKET WITH 3X8 BM.
CUBE SIZE
SO. 18" DEEP
' CUBE FTG.
FOOTING SIZE
SINGLE POSTS
EMBED.
WANSERT, MAG. BEAM, 4" OR
18"
18" SQ.
12"
BOLTS
7"I -BEAMS. -
20"
21" SQ..
12"
23"& 24' CUBE
(2)-1/2'0
3 1/4"
2. POST TYPE E
INSTALL WASHER PLATE, 2" X
22"
25' SQ.
16"
25' - 30" CUBE
(4)-1/2"0
3 114"
�n" X O'SVi" AT STEEL "7"
24"
28" SQ.
20„
BRACKET. MAR 15 1009
(4)-5/8"0
26"
32" SQ.
23"
31' - 34' CUBE
4'
3. POST TYPE F
28"
3S" SQ.
25"
DO NOT USE STEEL '
35'- 39" CUBE
(4)J/4"0
4 3/4'
BRACKET W/ 7"
30.,
39" SQ.
2 8"
T `�w7lf(�J
32"
43"• SQ.
30"
40" - 42' CUBE
(4)-3/4"0
4 3/4'
Si. CiQA�
34"
47',' SQ.
32"
36"
51" SQ.
34„
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ CARBON STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
co
0
Z
38"
55" SQ.
37"
SPECIAL INSPECTION REQUIRED.
Lu
NAR "� 'nil
40"
60" SQ.
.39„
Exp.
4T
64" SQ..
41"
'
44"
69" SQ.
43"
C10-
' CUBE FOOTING W/ 3 112' SLAB
'
NOTES: ALL COMPONENTS ARE.INTERCHANGABLE UNLESS OTHER WISE NOTED
3" SQ. POST (STL.) -- - OR FLUTED
OR 4" SO. POST (STL.)
INSERT
PL.5/8"THK.
1 1/2" 9" 111/2"
1 1/2" 15" 1 112"
WELDED STEEL BASE PLATE
BASE PLATE SCHEDULE
PLATE SIZEMAYBE USED WITH POST TYPE; SEE SHT. 8
12'SO. x5/8' B, C. D, FBG
18" SO. 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 CARBON STEEL
12"x12"x 5/8" PER I.C.C. ESR -1917 OR EQUAL
(43/4 -EMBEDMENT DEPTH)
(4)- 3/4"0 HILTI KWIK BOLT CARBON STEEL
18"x18"x 5/8' PER I.C.C. ESR -19170R EQUAL
(4 3/4" EMBEDMENT DEPTH)
ORAWN BY: KK.
TOM CAMPBELL & ASSOCIATES, INC.
UVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
'
DATE:10123)2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN
SURFACE MOUNT
10 20 & 30 psf
DURALUM PRODUCTS, INC.
JOB N0. GF07-0674
SCALE: NONE
REVISED BY; KK. 8 O.P.
- RANCHO CUCAMONGA, CA (951) 741-2107
:- AND EMBEDMENT
HORIZ. WIND =
8269 ALPINE AVE, SACRAMENTO, CA 95826
L
90, 100 8 110 MPH
(916) 452-7021 FAX 403-1519 salesQduralum.com
' SHEET 9 OF 29
HEADER BEAM . TYPES. &. ATTACHMENT DETAILS
1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP
2.00" SPLICE WHERE
1.79" OCCURS \ SPLICE WHERE SPLICE WHERE
OCCURS OCCURS _
075"
`° .73" 2.57" a.s' I rvP. _ 14"R
2.19" z.0a" TY R 048„
965
2.04' TYR
' • 2.08" ass" •
TYP. h-- �{ 28„
2.93" 4:0000" 3.
2.7" ASTM A653 GRADE 40 ..:_
.038" R.F.GUTTER ALUM. ALLOY ALUM. ALLOY -
FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063-T6
ALLOY 3004-H36 O 6063-T6 O O O O
6.5" ROLLFORMED 4.5" GUTTER MAG. GUTTER MAG BEAM 3" SQ. STEEL BEAM
3„ OQ EC 3"
MAX .--I 2" �--
r7v, rte" Daz„
WHER• 0 No., 07940 .
WHERE �4" SPLICE WHERE W
OCCURS 70, OCCURS] _ B.O"
1.
TYP� .110" I
TYP. CINk 1
ALUM. ALLOY 30041-H36.,ALUM. ALLOY 3004-H36
ALUM. ALLOY ALUM. ALLOYOR EQUAL
OR EQUAL
' 6063-T6 O 6063-T6 O �
4" I -BEAM . 7"' I -BEAM G _DBL. 2 x 6.5 BEAM 3 x 8 BEAM .
3.0"1.25
I5" ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS
F A
� MAX.
8 625"
'1 .3 _T4" I. -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -SEAM
• I =�- f—I .042" � - -
1 $„ T=14 GA. 7" I -BEAM = 12"x 3 1/4" x_ 12 GA. STEEL C -BEAM
R 7. 5" ASTM A653 GRADE 50 "
1'
—6121.
ALUM. ALLOY 3004-H36 O ALUM. ALLOY 3004-H36
OR EQUAL OR EQUAL 2.875" O -
3 x 8 BEAM W/ STL. INSERTDBL: 3 x 8 BEAM 1V1 3 x 8 BEAM
>� _ STEEL INSERT
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO: GF07-0674
'
DATE: 1012312007
COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 & 30 ps)
DURALUM PRODUCTS, INC.
-
SCALE: NONE
_
RANCHO CUCAMONGA, CA (951) 741-2107
.BEAM TYPES
HORIL WIND =
8269 ALPINE AVE., SACRAMENTO, CA SS826
SHEET 10 OF 28
REVISED BY: KK 8 D.P. � �
�
�
90, 100 8 110 MPH
(9j6) 452-7021 FAX 4041519 sales(dlduralumcom
'
BEAM TO POST CONNECTION DETAILS'
OPTIONAL DECORATIVE FASCIA
TOM CAMPBELL & ASSOCIATES, INC.
BEAM TO POST
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
;JOB NO. GFo7-0674 .
( WOOD, ALUM. OR HARDBORD)
COMMERCIALANDRESIDENIIALSTRUCTURALENGINEERING
10, 20 & 30 psl
3" x 8" x.042" BEAM,
-
SCALE: NONE '
ATTACHMENT
RANCHO CUCAMONGA. CA (951) 741-2107
3" SO. STEEL OR
MAG BEAM.
\)-#10 S.M.S. EA. SIDE (4) -TOT,
_
SHEET 12 OF 29
REVISED BY: K.K. 8 D.P.
vy z" -
.S. TOP & BOTT. (2) -TOT.
2-#12 x 12" S.M.S. EACH SIDE OF 3'
#10 X 1/2" S.M.S.
SO. POST (4 -TOTAL)
W/ WASHER
& BOTT.
ALTERNATE: 114'0 OLT
EA. SIDE OF 3" SQ. POST
(2)-T4"
5
ROOF PAN
*L4
1.10"
ROLLFORMED OR
.75 O
+y �.so"�
(4)-#14 SDS @ EA. SIDE
EXTRUDED GUTTER
FASCIAM. BRACKETX
L - -
3' SQ. POST
TOP & BOTT. TOT.=16
#10 S.M.S. @12"O.C.
2,35"
2" 1"
6 1/2'k2'k
•
.024"RAFTER
2410 x 12" S.M.S. EACH SIDE OF 3"
SQ. POST (4 -TOTAL
ALTERNATE: 1/4'0 IOLT W/ WASHER
EA. SIDE OF 3" SQ. POST
X 3" ALUM. OR RAFTER "TAIL" TO GUTTER
TEEL POST3.-
v
I 3" SD. POST
ORR .240' 14 ` 3.125" FOR 3 x RA
,2
GUTTER FASCIA H = BRACKET TO POST 2.125" FOR 2 x RA
MAG BEAM 3" SQ. POST
3"SQ. STL. BEAM } 1 3 ALUM: ALLOY 3003-1-124 /ALL ALLOY 3003-1-124
1.50
1.50" 1
28" 3.. 2.. 28" 2" 211
.018"
i�
—T . p —T
2"x3" LATTICE TUBE I� (
�., .P
' SQ.R-
-OR1- O ll
TUBE`2
[1
B x 2 "SMS, 2.1/2"
Q4.Q Pg 1." C 11
OR 31/2", TYP. ,�� o� MAR .1\5; 109
1 1/2" OR 2" SQ. OR 2"x3" LATTICE co
@ 3"O.C. MIN. UP TO 7-O.C. MAX. W �- No. 37948 m_
RAFTER
LATTICE TUBE TO RAFTERS �\
/2" ° t = .040" 6063-T6 ,
t = .040" 3004-1-136 ALUM.
(4) - #8 x 3/4" TEK SCREWS
BRACKET TO RAFTER
�MIN.
110
'L 0
O
I (4)�#8 x 3/4" TEK SCREWS'
BRACKET TO,BEAM
CU° BRACKET— RAFTER -TO.BEAM
� 18
'DRAWN Bv: KK--=
TOM CAMPBELL & ASSOCIATES, INC.
BEAM TO POST
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
;JOB NO. GFo7-0674 .
DATE:.10232007..
COMMERCIALANDRESIDENIIALSTRUCTURALENGINEERING
10, 20 & 30 psl
DURALUM PRODUCTS; INC.
-
SCALE: NONE '
ATTACHMENT
RANCHO CUCAMONGA. CA (951) 741-2107
HORIL WIND =
6269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 12 OF 29
REVISED BY: K.K. 8 D.P.
vy z" -
90, 100 8 110 MPH
(g 18) 452-7021 FAX 403-1518 selas�durelurtLcom
SPLICE DETAILS 11 BEAM . TO POST DETAILS 12
SIMPLE SPLICE FULL MOMENT r
9„ 24""
6„ 3„ 1„ 1, 3„ 1„ 1 „ „ „ „ " 8 1"1
(2)#10 S.M.S. EA.
VALLEY,TY
#10 S.M.S. II #12 S.M.S. II
(8707. TYP, THICKNESS =.035 (24.707
TYP. THICKNOSS =.035"
6.38"
II II
+if + + ++ + + ++ ++
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED mE- -==I
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAYOCCUR
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 ( SQ. POST,CONNECT WEB
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 TO POST W/(2)-1/2"0
STL. C -BEAM LTHRU-BOLTS
3 : TOTAL= (8)-1/2"O'BOLTS
-................. ... _...... --..... --... --- SQ POST
1.00" MAR 009.
oo o BEAM TO POST CONN.
SPLICE WHERE 4" /v O
OCCURS �fifi .r
070"
TYP. o o w F- P
i
Ex
ALUM. -ALLOY S
6063-T6 16" 1"
4" I -BEAM' s' -o°
MOMENT C -SPLICE `
NOTE: IF SPLICE OCCURS ATALTERNATE INTERIOR BAYS: A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED.
4 I -
— — —
1.2+5"
O �----E) O O I
SPLICE WHERE
OCCURS
TYP.
'ALUM. ALLOY
6063-T6
7" I -BEAM' r�n�"cwrr r_co :rc
4"x3" ALUM. "I" BM. OR (4)-1/4"0 M.B. BEAM
7"x4" ALUM. "I" BM. TO BRACKET
li--i 1 2- 3/8"0 M.B. THRU STL. "T'
jt —I BRACKETTO POST.
II II
POST, SEE SCHEDULE
ALTERNATE BEAM TO POST CONN..
DRAWN BY: Kk. '
7948
Q 31 1011
LIVE LOAD='�.
PATIO COVER SYSTEM AS MFG. BY:
JOB N0. GF07-0674
'
#12 METAL BACKED,
CN1`
NEOPRENE WASHERED
10. 20 a 30 psr ' �
TEK SCREWS @ B"O.C.
C
STAGGER IN BEAM
- *
RANCHO CUCAMONGA, CA ,(951) 741-2107
FLANGE
ROOF PANEL _
`26 9 ALPINE AVE, SACRAMENTO, CA 95826 SHEET' 11 OF 29
452-7021
4"x3" ALUM. "I" BM. OR (4)-1/4"0 M.B. BEAM
7"x4" ALUM. "I" BM. TO BRACKET
li--i 1 2- 3/8"0 M.B. THRU STL. "T'
jt —I BRACKETTO POST.
II II
POST, SEE SCHEDULE
ALTERNATE BEAM TO POST CONN..
DRAWN BY: Kk. '
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD='�.
PATIO COVER SYSTEM AS MFG. BY:
JOB N0. GF07-0674
'
DATE: IM M007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
10. 20 a 30 psr ' �
DURALUM PRODUCTS, INC. '
-"
' -
SCALE: NONE
REVISED BY: K.K. 8 D.P. - - -
- *
RANCHO CUCAMONGA, CA ,(951) 741-2107
SPLICE DETAILS
HORIZ. WIND =' ""
90, 100 8 110 MPH
`26 9 ALPINE AVE, SACRAMENTO, CA 95826 SHEET' 11 OF 29
452-7021
.
916 FAX 403-1519 sales®duralum.com
DOUBLE' RAFTER.�_CONNECTION DETAILS LATTICE BEAM TO, POST CONNECTION
J BEAM SPLICE TO 5/8" 0 PLASTIC
1 1/2" OR 2"LATTICE #8 S.M.S. I OCCUR DIRECTLY OVER
POST. NOT PERMITTED PLUG WHERE
ALTERNATE 1/2" DOUBLE'RAFTER- I @ 2 -POST UNITS SCREW IS INSIDE
BOLT CONNECTION PLAN 2 6 SCREWS
ALTERNATE
PER SIDE I
44 S.M.S. EACH B1E USESSAAY
-#1
RAFTER TO COL. 3.5" 35" ALTERNATE TO
II -- CONNECT. (8 -TOT.) . 1/4"0 BOLTS
3.5"
1„ 4 8" BEAM 10
t °-f---- 4.5•' 0 5" � OR
6-#14 SMS EA.
t SIDE I I 6 1/2" SIDEPLATE EA.
3"x3" STL.POST (24") I o I ALTERNATE: #14 SMS EA. SIDE I j SIDE SEE POST SCHED.
INSERT ATTACHED OR (2)-2x6.5" OR
3"x 3"STL.POST COLUMN I (2)-3"x8"HEADER TOP, MID HEIGHT
FOR FREESTANDING _ AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES
_LCL_
(2)-1/2 "BOLT
2"x 6.5" SIDEPLATE BEAM TO POST CONNECTION
POST SCHEDULE 21
.DBL. RAFTER•/•DBL: HEADER CONN_ 19
- _ 3" SQ. x.024" + (2)-2" x 6 1/2" x.024" 3" SQ. x.024" + (2)-2" x 6 1/2" x.032".
W/ (6)414. S.M.S. EACH SIDE. a W/ (6)-#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLY 15
r USE ON CONC. SLAB OR FOOTING.
.L
SHEATHING MAR 51009
#8 S.M.S. EACH SIDE J •~
oQaoFES
J
LATTICE 1 1/2" OR 2"
2"x6" LEDGER (EXIST.)
318" LAG SCREW „ j --
2"x6.5" OR 3"x8" RAFTER
ALTERNATE: 1/2" BOLT
4 i
LTERNATE:
2)- #10 S.M.S. EACH RAFTER
O 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)- #10 S.M.S. EACH RAFTER
STUB COLUMN TO'DOUBLE HEADER.CONN 20
`T.
E STUCCO OR EQUAL
PENE.INTO WOOD FRAMING
EXIST. STUCCO / LEDGER ATTACHMENT DETAIL
DRAWN BY: KK
To CAMPBELL &ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07.0674
UTE: 10)23)2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LATCE
10, 20 8 30 ps(
DURALUM PRODUCTS, INC.
SCALE: NONE
-
RANCHO CUCAMONGA• CA (951) 741.2107
.; . CONNECTIONS
HORIZ WIND= �' "
6259 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 13 OF 29
REVISED BY: KK. 6 D.P.
90, 100 8 110 MPH �'
(816) 452-7021 FAX 403-1519 sales®duralum.cam
-I UFF L. L. yU ivirrh f Ktt5
i ANUINU & A i i AUNEU SOLID PATIOS 12' OR LESS EXP. B & C
}
SOLID
6.5" ROLLFORM
4" I -BEAM
4.5" / MAG GUTTER
MAG BEAM
DATE: 10/232007
3" SQ. STEEL
BEAM
n O
MAX.COL.
MAX.POST
FREESTAND
ATTACHED -
MAX.POST
FREESTAND
ATTACHED FREESTAND ATTACHED
MAX.POST
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
ED
SPACING
ON SLAB
SPACING
SPACING
SPACING
SPACING
FTG
MIN.
FTG
MIN.
FTG
MIN.
FTG
MIN. SPACING FTG. MIN. FTG
MIN.
FTG
MIN.
FTG
MIN.
FTG.
MIN.
FTG
MIN.
F
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST POST
TYPE (IN.) TYPE (IN.)
POST
TYPE
(IN.).
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
'
(IN.)
POST
TYPE
4'
17'-0"
14'-6"
28
F
22
B
19'
33
G
24B
15'-2" 28 F 22
B
14'-0"
28
F
22
B
15'-2"
28
F
22
B
5'
13'-7"
13'4"
28
F
23
B
18'-0'7,-1„
28
G
25
B 13'-6" 28 F 23
B
13'-0"
28
F
23
B
14'-1"
28
F
23
B
6'
11'-4"
11'-10"
26
F
23
B
16'-8'5-7„
28
G
26
B 12'-4" 28 F 24
B
12'-3"
28
F
24
B
13'-3"
28
F
24
B
.
7'
9'-8"
11'-0"
26
G
24
B
15-54,-5„
28
G
27
B 11'-5" 26 G 24
B
11'-8"
26
G
25
B
12'-7"
28
G
25
B
8'
8'-6"
10'-3"
26
G
24
B
14'-6'3
28
G
27
B 10'-8" 26 G 25
B
11'-1 "
26
G
25
B
12'-0"
26
G
26
B
9'
7'-7"
9'-8"
26
G
25
B
13'-12
28
G
28
B 10'-1" 26 G 25
B
10'-5"
26
G
26
B
11'-7"
26
G
27
B
9
.10'
6'-9"
9'-2"
26
G
25
B
12'-12,-1"
28
G
28
B 9'-6" 26 G 26
B
9'-10"
26
G
26
B
11'-2"
26
G
27
B
11'
6'-2"
8'-9"
26
G
26
B
12'-3"
28
G
29
B 9'-k26 26
B
9'-5"
26
G
27
B
10'-10"
26
G
28
B
11'x"
12'
5'-8"
11'-9'i
26
G
29
B
9'-0"
26
G
27
B
10'-6"
26
G
28
B
-o"
13'
5'-2"
11'-3"
28
H
30
B
8'-8"
28
H
28
B
10'-3"
28
H
29
B
10'-7"
14'
4'-10..
10'-1o'_g
28
H
30
B
8,-4'
28
H
28
B
10'-0"
28
H
29
B
15'
4'-6"
10' 6"
28
H
30
B �. O '�� 1
8'-1
28
H
28
B
9'-9"
28
H
30
B
16'
4'-3"
28
H
31
B
f` �; m
7'-10"
28
H
29
B
9'-6"
28
H
30
B
9�
.37
17'
4'-0"
9'-10"
28
H
31
B * E
7'-7"
28
H
29
B
9'-4"
28
H
31
B
-3„
18'
3'-9"
9'-7"
28
H
31B
N11.
'4 � �
7'-4"
28
H
29
B
9'-2"
28
H
31
B
-7"
9'-2'8
33
H
31
B
T-2"
33
H
29
B
9'-0"
33
H
32
B
-10"
91
33
H
1 32
B
7'-0"
33
H
30
B
8'-10"
33
H
32
B
8'-7"
-
—
—
POST F MAX HT.= B' FREESTANDING ONLY
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B [�— FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: KK
TOM CAMPBELL 8 ASSOCIATES. INC.
SOLID
UVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10/232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10; z9 s 3o vsl
DURALUM PRODUCTS, INC.
1(916)452-7021
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
T90
HACHEDOR12. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 14 OF 29
REVISED BY: K.K 8 D.P.
10 #DLL MPH
90,100 d 110 MPH
FAX 403-1519 salesLB{duratum.com
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF -9 Z
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. T ~ NO. 37
WHERE SLAB OCCURS, CUBED FOOTING SIZE or -Mo � 1 20
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. EX
SEE ALTERNATE FOOTING TABLES (;(V�,
SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING
MAR 15 2009
OR LESSER MUST BE USED
FOOTNOTE:
COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
COL. TYPES 2 = .032" SIDEPLATES, ON CONC. SLAB OR FOOTING!
I. FOOTNOTE: "SAMPLE" (�
FIGURE INDICATES EXPOSURE BFIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
I r
10# L.L. 90 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C
TOM' BEL C
D_'
¢ I
S b
m
+ '
p z
U —
U m
p
3" SQ.
STEEL'
BEAM
t
' DBL.:3"x8"x.042"BEAM
POST SPACING TABLE
FREESTANDING
10, 20 a 30 pst -
DURALUM PRODUCTS, INC.
DBL.2"x6.5"x.032"
OR 3'Ix8"BEAM
SCALE: NONE
BEAM
AND ATTACHED
311xf11� gEAMwIINSERT
8269 ALPINE AVE., SACRAMENTO, CA 85828
SHEET 24 OF 28
REVISED BY: K.K. 8 D.P.
o
m
��
r
MINIMUM
NO.
OF P09T
FOOTNOTE:
POST TYPE 2
MAX.POST
SPACING
FREESTAND
ATT.FREESTAND
MAX.POST,
'SPACING
I
AT�i
�•
MAX.POST
SPACING
FOR DBL.
2" x 6.5x.032"
MAX.POST_
SPACING
FOR 3" x 8"
BEAM
FREESTAND'
ATT.
MAx POST
SPACING
FREESTAND
ATT.
mac''
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
i �G•
(IN.)
MIN
POST
TYPE
FTG.
(IN.)
FTG.
(IN.)
MIN
POST
TYPE
FTC''
(IN.)
�G'
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
POST
TYPE 1
EXP. B
EXP. C
EXP. a
EXP. C
2
2
4'
-25'-4" 1
17'-4"
28
G
22
23'-103 2
_ „
33
G
23
16' 4"
5'-7"
16'-4"
16'-4"
28
G
201'
32,-0�,.
o"
33
G
27
s'
2
2
j
ir
5'
20'-3,,.
16'-1"
28
G
23
21 20, 8„
33
G
24
14'-s"
13-11"
1a'-8"
14'-8"
28
G
21
28'-77 9
33
G
28
T
,2
"I
2
2
2
2
2
6'
16'-10"
15'-2"
28
G
24
19'-0"
18'-10'
33
G
24
13'-4"
12' 8"
13'-4"
13' 4"
28
G
21.
r
26'-2"
5'4"
-33"�•
� J'
� G L
28
1 i '
I s f
21
1
2
7
14-6 "
14-4"
28
G
25
18'-1"
17'-6"
33
G
25
12'4;,-,'12''4"
1'-9"
12, 4„
28
G
\?
24'-2„—
• 3'-5"
f 33
..
�G/
!29.
X29•
9.14
,
.2
3
2
2
2
2
8'
12'-8"
13'-9"
28
G
26
28
G
25
11'-7"11-0
11'-7"11-7
_ 26-1G
221
22_81-
33
`. G
30
10'
-2
3
^'
9'
11'-3"
13'-3"
28
G
26'
15'-1
5'-5"
28
G
26
10'-1 ,_,,10'-1
/ 10'x"
"
�- 10 -10
26
'
G
X23
21'-4"
0'-8"
33
/r
r
' G
`30
1
.1r
%
3
/ [ ,
3
2
2
2
2
10'-2"
12'-9..
28
G
27
15'-2`
14'-8"•
,28
..
rG,
26
10'�"` _s
1 -10"
10' 4"
10'-4„
26
G:
123
[
20'-3" ,�
9'-7"
'33
'
:�
31'
4 I-
12 ./
3
�
3
11'
9'-3"
12'-4"
28
G
28
.14'-5"
13'-11
28
G
27
9'-10"
9'4"
9'-10"
9'-10"
26
G
,2g
19'x"'1.
18'-8"
X33
•IG
'32
13'
3
4
2
2
2
2
12'
8'-5"
12'-0"
26
G
28
13'-9"
28
G
27
9'-5"
9'-5"
26G
24'
18'-6"
33.
G
32
14'
3
4
r13'
? 7'-9"
11'-8"
28
H
29
-12'-10"
28
HT'28;
i
9'-1"
8,_8„
9'-1"
9,_1„
28
H
24
1T-9" . .
17'-2"
28
H
32
15'
3
4
2
3
2
3
14'
7'-3"
11'-5"
28
H
29
12'-9"
2'-4"
28.
H
28
i r
8'-9"
8'-4"
8'-9"
8'-9"
28
H
25
17'-1:'
6'-7".
28
H
33
16,
4
4
15'
6 -9"
11'-2"
28
H
30
12-4
11'-11'
28
H I
28
1
8 -5
8'-0"
8'-5"
8'-5"
28
H
25
16'-6"
16'-0"
28 '
H
33
17'
4
5
2
3
2
3
16'
6'-4"
10'-11"
28
H
3011'-11"
28
H1
29
8'-2"
8'-2"
8'-2"
28
H
25
16'-0"
5'-6"
28
H
34
18'
4
5
'
17'
5'-11"
10'-8"
28
H
30
_7
1 -2"
28
H
29
R7 11
—7y 6"
T-11" i
T=1.1'
28•
..
H
_-25-
-15'-6"'
15'-0"
2s -
H .
s34'
is'
4/
5
3
3
r
FOOTNOTE:
3
3
18
5'-8"
10'-6"
28
H
31
11
11 0'-10"
28
H
29
7,�„
�, 8., - , l
l28�
fH
26''
15'-�'4
�28 "
!H {
20 ll
j
'�4� 1
5
19
5'-4"
10'-4"
33
H
31
11'-0"
10'-7' ,
. 33
H
29
7'-6"
7'-2"
/
7'-6"
� i 7' 6"
`33
H `
26
14'-8"
/X33
14'-3"
/
H `
35
•
'
REQHEAUIRED
ALLOWABLE
R
ED
AND OR
SPACING
SLAB
MIN.'NO.
MUST
SPACING
OF POST
EXCEED
20'
S _1
10'-2..
33
H
31
10.8
33
11"
7,,.
7'-4"
33
H
26
14
3 -10"
33
H
35
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF -9 Z
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. T ~ NO. 37
WHERE SLAB OCCURS, CUBED FOOTING SIZE or -Mo � 1 20
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. EX
SEE ALTERNATE FOOTING TABLES (;(V�,
SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING
MAR 15 2009
OR LESSER MUST BE USED
FOOTNOTE:
COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
COL. TYPES 2 = .032" SIDEPLATES, ON CONC. SLAB OR FOOTING!
I. FOOTNOTE: "SAMPLE" (�
FIGURE INDICATES EXPOSURE BFIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
I r
DRAWN BY: KK
TOM' BEL C
LATTICE
UVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
jpB NO. GF07-0674
-- , -
DATE: 10/23/2007 7
COMMERCIAL AN5 NGINEERING"
POST SPACING TABLE
FREESTANDING
10, 20 a 30 pst -
DURALUM PRODUCTS, INC.
'
SCALE: NONE
CUCAM 951 741-2107
AND ATTACHED
HORIZ WIND =
8269 ALPINE AVE., SACRAMENTO, CA 85828
SHEET 24 OF 28
REVISED BY: K.K. 8 D.P.
10 0 LL 90 MPH
90,100 & 110 MPH
1916) 452-7021 FAX 403.1519 sales dumlum.eom
®
30#=:L.L: 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP..B&C
>_
o
1-
O '35 m'
u
xx
"2 a z
22 p
7" I -BEAM
7"
110 MPH
WIDTH
DBL. 3"x8"x.042"BM
EXB&C
DBL.2"x6.5"x.032" BEAM"
3"x8"BEAM
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
3"x8" BEAMw/INSERT
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
4'-0" SQ x
MAX.POST
SPACING
FOR DBL.
2x6.5x.032
MAX.POST
SPACING
FOR 3 x 8
BEAM
FREESTAND
ATTACHED'
FREESTAND
ATTACHED
FTG.
(IN.)
MIN.
POST
TYPE '
FTG
AN.)
MIN.
POST
TYPE
FTG
(!N.)
MIN.
POST
TYPE
FTG
(1N.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST-
TYPE.
FTG
(IN.)
MIN,
POSI
TYPE
a'
6'-2"
19'-5"
37
,j
24
F
11'-9"
'32
J
22
B
8'-0"
8'-4"
28
J
1.9
B
15'-9"
32
J
22
C�
6-
4'-10"
17'-4"
32
J
25
F
10'-6"
32 1
J
22
B
7'-2"
7'-5"
28
J
20
B
14'-1"
32
. J
23
C�
6.
4'-0"
15'-10"
32
j
26
F
9'-7"
28
J
23
B
6'-6"
6'-9"
28
J
21
B
12'-10"
32
J
24
C�
r
3'-6"
14'-6"
32
J
26
F
8'-11"
28
J
24
B
6'-0"
6'-3"
26
J
21
B
11'-11"
28
J
25
C 1
61
T-1"
13'-9"
32
J
27
F
8'-4"
28
J
24
B
5'-8"
5'-10"
26
J
22
B
11'-2"
28
J
25
Ex
9
13'-0"
32
,j
27
F
7'-10"
28
J
25
B
5'-4"
5'-6"
28.
J
22
B
10'-6"
28
. J
26
E/
10,
12'-3"
32
j28
F
7'-5"
28
J
25
B
5'-0" .
5'-3"
28
J:
23
B
10'-0"
28
J
26
E�
11'
11'-9"
28
1 J
28
F
7'-1"
28
J
26
B
5'-0"
28
J.
23
B
9'-6"
28
J
26
E/
12'
11'4"
28
J
1 29
F
6'-9"
28
J
26
B
9'-1
28
J
27
E�
13'
10'-9"
32
K
29
. F
6'-6"
32
K
26
B
8'4"
32
K .
27.
E�
14'
10'-4"
32
K
30
F
6'-3"
32
K
27
B
8'-5"
32
K :
28
E/1
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B FIGURE INDICATES
ADDITIONAL, FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICA
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED & SHT, 23 FOR FREESTANDING
h1AR 1 5 ?��9
ALTERNATE .FREESTANDING FOOTING
TRIBUTARY
90 MPH
100 MPH
110 MPH
WIDTH
EXB&C
EXB&C
EXB&C
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
3'-4" SQ x
T-6" SQ x
4'-0" SQ x
10' OR LESS
18" DEEP
18" DEEP
18" DEEP
` AND ATTACHED
4'-0" SQ x
4'-7" SQ x
5'-0" SQ x
20' OR LESS
18" DEEP
18" DEEP
18" DEEP
DRAWN BY: K,K.
TOM CAMPBELL & ASSOCIATES, INC.
SOLID
LIVE LOAD'-
PATIO COVER SYSTEM AS MFG. BY:
DATE: 10123/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 203 30 psl
DURALUM PRODUCTS, INC.
JOB NO. GF07-0674
SCALE: NONE
REVISED BY: KK 8 D.P.
RANCHO CUCAMONGA, CA (951) 741-2107
` AND ATTACHED
HORIZ WIND = -
8269 ALPINE AVE., SACRAMENTO, CA 95825
- '
. an s r i ,ACHED
90,100 8 110 MPH
(8161452-7021 FAX 4031519 4alesAduralum.mm
SHEET 23 OF 29
Bin #
City of La Quinta
Building a Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Z
Project Address:'•. - - , v
Owner's Name: g
A. P. Number:
Address: 0`'�
Legal Description:
City, ST, Zip: L
Contractor: /FET/M� f% / /0,5Telephone:
Address: p� 160X J�g��
Project Description:
City, ST, zip: iia 04)1A)7_,41
L4 G,"
Telephone: Zo - 7,7,? - J
, * F
jjao
State Lie. #: �'%7Og T 3.
City Lie. #:
Arch., Engr., Designer-
esigner:Address-City,
Address-
City,ST, Zip:
Telephone:
State Lie. #:
Kf F,F.� >7; Y`t"�?s?
ye y
Construction Type: Occupancy:
Project type (circle one): New Add'n . Alter Repair Demo
Name of Contact Person: �/d/tP� /
Sq. Ft.:
#Stories:
# Units:
Telephone # of Contact Person: % �
Estimated Value of Project: :
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACKING .
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cales.
Called Contact Person
Plan Check Balance
Energy Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2odReview, 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 ROUSE:-
'°d 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