10-0343 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: x.10=_00000343"
Property Address: 79976 CASTILLE DR
APN: 609-380-999-17 -293234-
Application description: PATIO COVER - RESIDENTIAL
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 6703
Applicant:
T-iht 4 4v Q"
Architect or Engineer:
1"111--
LICENSED
"1IT
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 License is in full force and effect.
Lice n Class: C47 D03 License No.: 539152
Date: �' �'� ractor:�
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
1 _ 1 1, 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: Thr.
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through'his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_) 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a 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:
ROB PICKOF
79976 CAS4
LA QUINTA,
LA QUINTA,
DRpppp
92ARR 21 2010
1A
Contractor: L_ tINANCE O12PT
PRECISION PATIOS
67210 KANN ROAD
DESERT HOT SPRINGS, CA 92241
(760)413-2007
Lic. No.: 539152
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 4/21/10
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 EXEMPT Policy Number EXEMPT
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 became subject to the workers' compensation provisions of Section
3700 of the Labor Code, I shall forthwith comply with those provisions.
Da et : q Z I •1Q cant:
WARNING: FAIL RE 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.
I 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 thisc only to enter upon the above-mentioned property f ' pection purposes.
ta: ure (Applicant or Agent):
Application Number . . . . . 10-00000343
Permit . . .
ELEC-MISCELLANEOUS
Additional desc . .
Permit Fee . . . .
18.00 Plan Check Fee
4.50
Issue Date . . . .
Valuation ... . .
0
Expiration Date
10/18/10
Qty. Unit Charge
Per
Extension
BASE FEE
15.00
4.00 .7500
----------------------------------------------------------------------------
PER ELEC DEVICE/FIXTURE 1ST 20
3.00
Permit . . .
PATIO COVER PERMIT
Additional desc .
Permit Fee . . . .
90.00 Plan Check Fee
58.50
Issue Date . . . .
Valuation . . . .
6703
Expiration Date
10/18/10
Qty Unit Charge
Per
Extension -
BASE FEE
45.00
5.00 9.0000
THOU BLDG 2,001-25,000
45.00
----------------------------------------------------------=-----------------
Special Notes and Comments
504 S.F. ALUMAWOOD SOLID
PATIO COVER, TO —
INCLUDE 4 OUTLETS. 2007
CODES.
----------------------------------------------------------------------------
Other Fees . . : . .
. ... . BLDG STDS ADMIN (SB1473)
1.00
STRONG MOTION (SMI) - RES
.67
Fee summary Charged
Paid Credited
------------------------------
Due
---------------------------
Permit Fee Total
108.00 .00 .00
108.00
Plan Check Total
63.00 .00 .00
63.00
Other Fee Total
1.67 .00 .00
1.67
Grand Total
172.67 .00 .00
172.67
LQPERMIT
IL
�xIS7�N U POOI-
-� '-- - 2-0%
12'X,47- ATrl(-E
LOA160. AL -UM AL -J000
SWAOE `S7itULrUee
PIGk0W1TZ CS)0E5 ,E
79976 GAsTILLE
DONT P - AL -TO e'
PkEC.i sionl pfd-rlos
-H 539152
CASTILLE Oft.
GIS'` 097 LA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE BY 4e
p
G,--�
W
E
CASTILLE Oft.
GIS'` 097 LA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE BY 4e
p
G,--�
DESERT RESORT MANAGEMENT
April 12, 2010
Robert & Nanette Pickowitz
79976 Castille Drive
La Quinta, CA 92253
RE: Architectural Application Request
Esplanade Community Association
Dear Mr. & Mrs. Picktowitz,
This is to inform you the Design Review Committee for Esplanade Community
Association met recently to review your 3/31/10 submittal requesting to install a 10 foot,
12'x42' alumawood patio cover in the rear yard.
After due consideration the Architectural Committee has approved your request
contingent on the following:
1. Owner must obtain all permits through City of La Quinta.
2. Please return notice of completion form at the end of your installation.
If you have any questions please call me at (760) 346-1161. Thank you for your patience
during the review process. `
Sincerely,
Carol Calhoun, CC MO
Community Association Manager
For the Design Review Committee
Esplanade Community Association Association
Cc: Board of Directors
Enclosure: Notice of Completion Form
42-635 Melanie Place, Suite 103 • Palm Desert, CA 92211
P.O. Box 14387 • Palm Desert, CA 92255-4387
760.346.1161 • FAX 760.346.9918
Email: drm@drminternet.com • www.drminternet.com
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,
ASCE/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.
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 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
pay 11 U ��:10�
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 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:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741.2107
GENERAL NOTES
HORI2. WIND =
6289 ALPINE AVE.. SACRAMENTO, CA 95826
SHEET 1 OF 30
REVISED BY' K K & 0 P
An innAii11 MPH
IAIRI d57-7I1?1 PAY df17-1F'IA ew..fi)A vaL,m rnm
ATTACHMENT CHANNEL
ALUMINUM CFF IIFTCII
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
"A 11
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
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
POSTANDAT END BAYS. -
NOTE: EACH COMPONENT IS
CHANGEABLE WITH ANY OTF
COMPONTENT UNLESS OTHF
ENGTH OF STRUCT,REExp
CIVIL
(Mq y NOT BE ENCLOSEp� \ �
SEESCHEDULES
SE OR
OPTIONAL: CANTILEVER 8
POST8PACINULE
LOAD=
O
NOT
ALTERNATE:
zs
OF Sop kCI
SINGLE POST
qN
SEE SCHEDULE
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
NOTE NO SPLICE AT THIS
POST mIlD 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 LENGT
SEE DETAILS ANp SH OF STRU
MIN, 0.25" SLOPE PER FT. TNE/'Rp�ECTIpN /F��CCo q�ES
SEO
TING WHERE REQUIRED J
SCHEDULE FOR FOOTING CUBE SIZE
�NIAY 0 6 2009
'Mr— nl7n ATTA/ J lr r-% ft A
v ALUMINUM
ROOF PANEL MIN. 0.25" SLOPE PER FT
SEE SCHEDULE
FOR SPANS
74 "LO.
"O.H." NOT TO EXCEED 25% Y
OF SPAN
SEE DETAIL FOR SPLICE
SQ. POSTS, SIZE VARIES —
3 1/2" SLAB
MAY BE USED
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
(Mq y NOT gE ENCL pSEO )
POST
DRAWN BY: K.K.
OPTIONAL: CANTILEVER 8
�ES
ECS
LOAD=
SE FOR
P�STSPACINGL
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID PANEL
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
ALTERNATE:?5o
SINGLE POST
OOExC
Sp�EE O
RANCHO CUCAMONGA. CA (951) 741.2107
SEE SCHEDULE
HORIZ. WIND =
ITHIS
SHEET 2 OF 30
NOTE
0 SPLICE
90. 100 8 110 MPH
POST
D AT END BtYS.
FOOTING WHERE REQUIRED _-/I /j ) FOOTING WHERE REQUIRED -/I / j J
SEE SCHEDULE FOR FOOTING CUBE SIZE /�J�J/ 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 8 ASSOCIATES, INC.LIVE
LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/0512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID PANEL
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741.2107
STRUCTURES
HORIZ. WIND =
8289 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 2 OF 30
REVISED BY* K K R D P
90. 100 8 110 MPH
/01Rt eB7-7n7t cnx enz-tRtC eamclblri, nau,m rnm
RAFTER, SEE TABLE
FOR SIZE
AND SPACING
MAX. PROD.
SEE SCHEDULE
MAX. O.N.
.-
25% OF SPAN �•
SEE SICHEI
T
LENGTH OF STRUCTURE VARIES
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
OPEN LATTICE -TYPE PATIO COVER
SCAL
-r\/f11— 11x11 ATTA rNl Ir -P\ [�IAIr
RAFTER, SEE TABLE MAX PRO
FOR SIZE SEE SCHE L
AND SPACING
MAX. O,H. O.H
25% OF SPAN
HEIGHT
I LENGTH OF STRUCTURE VARIES
OPEN LATTICE TYPES
INGe`/` NOTE: -13 NOT L TTICEENCLED OR COVERED. SEM.
EE .PRO.
G/A'G
RAFTER, SEE TABLE
FOR SIZE
ANDS
PACINGL /
POST WITH SIDE,
PLATES SEE DETAIL
3 1/2' SLAB ATTACHMENT
MAY BE USED WHERE
1 PERMITTED.
l SEE SCHEDULE
G
FOOTING WHERE REQUIRED, �I
SEE SCHEI. FOR FOOTING C
NOTE: THIS OPEN LATTICE -TYPES FR T('C�
MAY NOT BE ENCLOSED C
NOTE: THIS OPEN LATTICE -
MAY NOT BE ENCLO
No.
HEIGHT
LENGTH OF STRUCTURE VARIES
EACH COMPONENT IS INTER- I \
3EABLE WITH ANY OTHER
TENT UNLESS OTHERWISE SHOWN.
,\\TYPE IIF" ATTACHED Mi
tAlAY 0 n 2009
MAX. PROD.
SEE SCHEDULE
SMAX. O.H.
5% OF SPAN
'l
90j'1'G
OST HEIGHT
ek/ST /NG OING
ILII - POST WITH SIDE-
PLATES SEE TAIL
3 1/2' SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
SEE SCHEDULE
FOOTING WHERE REQUIRED.
SEE SCHED. FOR FOOTING CUBE SIZE
LATTICE STRUCTURE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
0 MAY NOT BE ENCLOSED OR COVERED.
a ^
pST
DRAWN BY: K.K.
�nvaa
SEE POST DPAI
LENGTH OF STRUCTURE VARIES
LIVE LOAD-
PATIO COVER SYSTEM AS MFG. BY:
FFT s''4
Ae(FO�NG
DATE: 5105!2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
10, 20 & 30 "s'
POST CR
SS -SECTION.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
/'
HORI2. WIND =
SEE POST DET IL
NOTE: EACH COMPONENT IS INTER -3
psis
1/2' SLAB
SFg9 QC/N
�F G
90.100 & 110 MPH
CHANGEABLE WITH ANY OTHER s F a
eT�<F04G
MAY BE USED
TO
31/2' SLAB
A Y BE USED
COMPONTENT UNLESS OTHERWISE SHOWN.
FOOTING. SEE
SCHEDULE
NOTE: EACH COMPONENT IS INTER-
ps T
ptr"��
sFF
TOCONSTRAIN
FOOTING, SEE
OPEN LATTICE -TYPE PATIO COVER
CHANGEABLE WITH ANY
T�spFpNG
SCHEDULE
FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN.
FOOTII WHERE REQUIRED
SCALE: NTS
SEE SCHED. FOR FOOTING CUBE SIZE
H
SEE SCHED. FOR FOOTING CUSS SIZE
SEE SC
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE
TYPE "H11 FREESTANDING MULTISPAN LATTICE
STRUCTURE
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD-
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5105!2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
10, 20 & 30 "s'
DURALUM PRODUCTS. INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
STRUCTURES
HORI2. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 3 OF 30
REVISED BY, K K 9 D P
90.100 & 110 MPH
114191 Afi9-7m1 FAX An:A-151R cmcclnlHnralum rnl„
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS
.77" .09R. (I.S.) 67"
(V
N 25 FAN BEAM
ALL UNMARKED RADII .06R -
2.5" _ v
45
TYP .38"
.75" 9 '
725 r::z.:CEILING FAN AND/
8,001,
ALUM. ALLOY 3004-H36 OR EQUAL zz OR LIGHT FIXTURE
zz ( MAX. 30 lbs. )
EXIST. WALL ----:--
(-8-"X- 2 -1 /2'7
ALL----
(-8''X-2-1/2" FLAT PAN
L.L.=
(PSF)
"T'
(IN.)
90,100 &110
MPH SPAN
EXP.B & EXP.Q� ,
i-10>,
.018
ci
L020
3'-q tLL
1cy
11
.024
14'-2"
.032
16'_4 '
.040
18'_4•'
20
.020
10' 11"
.024
.024
.032
13'-4"
.040
15'-0"
30
.020
9'-5"
.024
10'-0"
.032
.032
.040
12'-1 1"
I No. 7948 r P,`iP�Y 0 6 20
EXp j� T=.075" TYP--
EXIST. WALL
90/100/110 MPH EXPOSURE B & C -
.77" .09R. (I.S.) .67"
.25"
ALL UNMARKED RADII .06R
2.5" BELOW=SEE TABLE Q.
45' N
HEADER TYP. 38"
75" .75" 5"
5.25"
0"
ALUM. ALLOY 3004-H36 OR EQUAL
3
FAN BEAM ALUM. ALLOY 6063-T6
ALLOWABLE SPANS
L.L.=
(PSF)
2" x 3" FAN BEAM
10#
21'-6"
20#
17'-9"
30#
16'-3"
ATTACHMENT AT HANGER CHANNEL
3EE SCHED. FAN BEAM -{
HANGER HANNEL
3"
FAN BEAM
\ #12 S.M.S. SCREW \
#12 S.M.S. SCREW AT HANGER CHANNEL
FAN BEAM
ATTACHMENT AT HEADER
FAN BEAM\
c c
3"
.042"x3"x8" HEADER \412 x 3 112" S.M.S. SCREW
AT HEADER
6"x2 1/2" FLAT PAN
L.L.=
(PSF)
"T' 1
(IN.)
90.100&110
MPH SPAN
EXP.B & EXP.0
10
.018
13'_6^
.020
14'-3"
.024
15-7"
.032
18'-1"
.040
20'-2"
20
.020
1 l'-3"
.024
12.-10"
.032
14'-10"
.040
16'-4"
30
.020
10'-9"
.024
111-91,
.032
13'-8"
.040
15'-2"
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVELOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL SPANS
&
10, 20 & 30P;,
DURALUM PRODUCTS, INC.
llQiAlA.r,1_7n?i
SCALE: NONE
REVISED BY: K.K. & D.P.
RANCHO CUCAMONGA, CA (951) 741-2107
FAN BEAM
HORIZ. NAND =
70. 90 & 110 MPH
8269 ALPINE AVE., SACRAMENTO. CA 95826
SHEET 5 OF 30
Fnx 4f17.1.51R
.SOLID PANEL SPANS FOR COMMERCIAL & PATIOS C'1i1Y U (i
25" —I h .67^ T= ABL B L W 43 .40" —�7 i—P .4Q
2.46" 1.70" 6
1.48" ao" I I ao'
05„
a N0.37948
4.50-50" 4.50-4.— 40,
3.00 50"
3.00" gyp• 3 3
24.00"
ALUM. ALLOY 3004-1-136 OR EQUAL
24" TRI -"V" PAN
L.L.=
(PSF)
PANEL'T'
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
10
.018
11'_0"
101_0"
101-01,
91-0"
9'-7"
81_8"
SHEET 4 OF 30
-024
12'_10"
11'-7"
11•-7"
10'-4"
11'_0„
101_0"
.032
14'_9"
13'_4„
13 4"
12'_0"
12'_10"
11,_7"
.040
21'_6"
21'-6"
21'_6"
21'_6"
21'_6"
21'_6"
20
.018
9,_6„
9'-6"
9'-6"
9,_6„
9 -6„
9,_6„
.024
10'_7'
10'_7'
10,_7•1
10'4"
10,_7'
101_0"
.032
11 _8"
11'_8'
11'-8"
11 _8"
l'-8"
11'_7'
.040
171_9"
171_91,
17'-9"
17'_9"
17,_9"
17'_9"
30
.018
7•-9"
7,_9„
T-9"
7,_9,:
7,_9.,
7,_9„
.024
91-0'
9-0.1
9._0"
91_01,
91_01.
91_01.
.032
10'_2"
10'_2"
10'_2"
10'-2"
10'_2"
10,_2"
.040
16'-3"
16'-3"
16'-3"
16'-3"
16'-3"
16'-3"
90/100/110 MPH EXPOSURE B & C
s"
R=.117"
1.125" (180 p
irA ow 70
I" 1.125"
.75" I
v ^
N � �
1 r•
ALUM. ALLOY 3004-1-136 OR EQUAL
12" x 3 112" W PANEL
L.L.=
(PSF)
PANEL"T'
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
10
.020
15.1"
15'-1"
15'_1"
151_11,
151_1"
15•_1•,
SHEET 4 OF 30
.024
16'_7"
16'-7"
16'_7"
16'-7"
16'_7'
16'_7"
.032
19,_3"
19'-3"
1 g'_3"
19'_3"
19'_3"
19'-3"
.040
21'_6"
21'-6"
21'_6"
21'_6"
21'_6"
21'_6"
20
.020
12'_6"
12'-6"
12'_6"
12,_6.,
12._6„
12,_6„
.024
13'_8"
13'-8"
13'-8"
13'_8"
13,-8"
13'-8"
.032
15'-10"
15'-10"
15'-10"
15'-10"
15'-10"
15'-10"
.040
171_9"
171_91,
17'-9"
17'_9"
17,_9"
17'_9"
30
.020
11._5'.
11,_5"
11'-5"
1.1'-5"
11'_5"
111_5"
.024
12'_7'
12'_7'
12,_7'
12'_7'
12'_7'
12,_7,
.032
14'-6"
14'_6"
14'-6"
14'_6„
14'_6"
14,_6"
.040
16'-3"
16'-3"
16'-3"
16'-3"
16'-3"
16'-3"
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/0 512 0 0 9
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING10.20&30
PANEL SPANS
psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
HORIZ. WIND =
8269 ALPINE AVE„ SACRAMENTO. CA 95826
SHEET 4 OF 30
REVISED BY: K.K. & D.P.
90. 100 & 110 MPH
fG'IF\ A,57-7n?l FO% An.—.g1Q
COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
3„ r 2„_1
= t.
�I 3.00"SQ. _ 024'•Ms 3.00" SQ. � —�I 3.00" SQ. I~ o G =3" Q.xt=.188"II
.032"O. C. I �I1.00if I !I
IDE /
O H=3"SQ.xt=.250'1
J o
075"=4"SQ.xt=.18811
6.5" 3" O �— 0 NK =5"SQ.xt=.188„
TYP. 040" ALUM.
03177 .048"STEEL
O O 3.0" 4.0" OR 5.0"
B 5/8" PLASTIC PLUG 28"
3" SQ. ALUM. POST 3' SQ. ALUM. POST 3 MAG POST SQUARE
WITH SIDE PLATES OD ALUM. a 3004- 36 3" SQ. ALUM. POST STEEL POST
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 3„ SQ. STEEL POST ALUM. ALLOY 6063-T6 ASTM A36 GRADE 40
I r 653 R 4
ALUM. ALLOY 3.00" OR 2 0"
ALUM. ALLOY
6063-T5
"H" BRACKET
3" x 8" ALUM. RAFT. BRACKET
3" x 8" ALUM. HEADER
HEADER BRACKET
16063-T5 2.40"
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
�
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN /
1.375"
7/16"OHOLE
56"
2 FLANGES
RANCHO CUCAMONGACA (951) 741-2107
POST TYPES
0
8289 ALPINE AVE.. SACRAMENTO. CA 95828
75"
REVISED RY• K K A D P
.
2 1/8" APART
mm d50.7n71 FAX dR'L151C
SHEET 9 OF 30
O
.
ASTM GRADE 36 STEEL
1.125
z.s"
75"
.75"
BASE FLARES
0
157"
TO 3"WIDE EA.
1.60"
TYP.
— -- _
SIDE OF FLANGES
1.50
USE FOR 3"
1� 75 }
INSTALL WASH. PLATE 090" TYP.
POST ONLY
5..75
O. 1-7/16"0 HOLE
,1%' x 5/16" x 514" WHEN USING
& 2-3/8" HOLES
IN 110 MPH WIND AREA
2- s/1s^0 HOLES
TYP. EA. SIDE
'L .090" BRACKET FOR 3" POSTS
ALUM "T" BRACKET
STEEL "T" BRACKET 5
T=.060" TY P
3 -3/8" LAG SCREWS OR
MAY 0 6 7009
��4;-1/4" LAG SCREWS
}�'
\ (2.5" PENE. INTO EA. STUD)��(y�,+�
ALUM. ALLOY
6063-T5
"H" BRACKET
3" x 8" ALUM. RAFT. BRACKET
3" x 8" ALUM. HEADER
HEADER BRACKET
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
COLUMN /
10, 20 & 30 pst
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGACA (951) 741-2107
POST TYPES
HORIZ. VIAND =
8289 ALPINE AVE.. SACRAMENTO. CA 95828
REVISED RY• K K A D P
.
90. 100 & 110 MPH
mm d50.7n71 FAX dR'L151C
SHEET 9 OF 30
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H36 1 1.50" 1 WALL FASTENERS --\
D60� SEE TABLE
_.. .25"R
N o 1p WALL
Ci co FASTENERS
175 --� O
ROLLFORMED HANGER
R.F. OR EXT. HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET. \_
.563' 281„
ALUM.ALLOY
6063-T6
.060" B
EXTRUDED HANGER CHI NEL
ALUM. PANEL OR /
DD
AT EA. CONTACT
AT 2x FASCIA
3x ALUM. RAFTER —'
\\
W/ SIMPSON A35
—' CONTINUOUS A- RAIL
OCCURS)
FASCIA BOARD
J'd
EXIST. EAVES,
RAFTER
6063-T6
ALLOWABLE PROJ.
EXISTING EAV
WALL CONNECTION
O
SEE TABLE BELOW
OVERHANG UU
EXISTING EAVE CONNECTION 1 2
# C SMS 4 PANEL
LOCKS OR #8 SMS
DD
AT EA. CONTACT
AT 2x FASCIA
AT WOOD STUD AT MASONRY (SOLID -GROUTED
.20��
W/ SIMPSON A35
—' CONTINUOUS A- RAIL
OCCURS)
ROOF PANEL
(WHERE
ALUM.ALLOY
LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30
6063-T6
#14 SMS @ EA. CONTACT
w
WALL CONNECTION
O
ALUM.ALLOY
6063-T6
I.R. HANGERCC
2.740"
T=.060" -
WALL FASTENERS
SEE TABLE
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=30
LL=10 LL=20
LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30
90
A BorD
BorD E E E J J K
100
BorC 8orD
8orD E E E J J K
110
D BorD
BorD E E E J J K
10'-8"
DESCRIPTION OF LAG SCREW (SEE NOTE BELOW)
5'-6„
A=3/8" 0 x 1 1/2" @ 12" O.C.
'J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
zZ
8=3/8"O x 1 1/2" @ 8" O.C.
'K=3/8"0x1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
UJ¢
C=7/16" 0 x 1 1/2" @ 10" O.C.
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1
uJUJ LU
D=7/16"4J x 1 1/2" @ 12" O.C.
2'-0"
Na-
u-��
E-3/8"Ox 4" @EACH STUD
16'-9"
F=7/16" 0 x 4" @ EACH STUD
EXIST. RAFTER
1/4"0 HOLES,TYP.
ALLOWABLE DECK/ RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
LL=10
LL=20
LL=30
2 x 4
FULL OR
16" OC
..
V-6"
16'-8"
13'-10"
9'-3"
2'-0" 11'-8" 8'-8"
5'-10"
2" x 4"V-6"
FULL
24" O.C.
NOTE: PLACE "SIKA FLEX" OR SIMILAR
10'-8"
8'-3"
5'-6„
2'-0" T-0" 4'-6"
T 0"
2"x6" FULL OR
2"x8" NOTCHED
24" O.C.
2'-0"
17'-6"
14'-0"
9'-6"
2"x8" FULL
24"0.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"41x5" 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
APPROVED 3" OR 4"
INSUL. ROOF PANEL
-}-1
No.
Exp. 3
w
fV
0
O
i O
x
A
N
0
0
#14 SMS T&B
- AT 12" O.C.
,I ll AY Q 6 2009 V 1
10# L.L.=(2)#14 SMS EA. SIDE
20#/30#L.L.=(2)#14 SMS EA. SIDE 3/16"
U -BRACKET 0 STEEL
_ 3/4" OR 1 1/2"
I 2" x 6 1/2" OR
5" MIN. 3" x 8" ALUM.
RAFTER
I
\ EXISTING WOOD STUD FRAMING
8
0
1/4"0 HOLES,TYP.
0
NOTE: PROVIDE WATER
8' O
PROTECTION, METAL FLASHING
O
O
(' CAUCK JOINTS AND SLOPE
1 TO DRAIN
TYPICAL BRACKET AT EVERY 2x
1 1/4"
RAFTER
S. )�{14xt 3l4"
(3)�F14x3 1/2" W.PATIO COVER
\
FOR SPAN SEE ALLOWABLE
DECKIRAFTER SPAN TABLE
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
2zfi OR 2zB LEDGER
2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 psf
2 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psf
(2" MIN. PENETRATION INTO
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFTER
S. )�{14xt 3l4"
(3)�F14x3 1/2" W.PATIO COVER
10, 20 & 30 psf
EXISTING WOOD STUD)
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
RAFTER TO
WALL CONNECTION
O
NOTE: PLACE "SIKA FLEX" OR SIMILAR
SHEET 8 OF 30
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL NOTE: BRACKET
/91A1 4S7.7ml cnx ann-1519
MAY BE MOUNTED
4/
BRACKET CONNECTION BELOW RAFTER W/
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 & 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
ATTACHMENTS
HORIZ. WIND =
8289 ALPINE AVE., SACRAMENTO, CA 95825
SHEET 8 OF 30
REVISED BY• K K & D P
90. 100 & 110 MPH
/91A1 4S7.7ml cnx ann-1519
COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS
ALUM.'T"BRACKET USE WITH
POST TYPE B.C.D, OR E. STEEL POST ONLY:
"T" BRACKET STEEL.T"BRACKET USE WITH i I USE POST TYPE (3)-5/8"0 BOLTS
@ 3"SQ. POST W/ 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 3" SO. POST ALUM.7--BRACKET: I 1 �
(2)-#12 SMS EA. USE ((2 -3/8"0 HILTI I 4'5"
SIDE OF POST OR KVAK BOLTS OR EQUAL I i (2 -1/2"0 BOLTS 16" INSERT
1/4" M.B. THROUGH ST -r-BRACKET: 1!2 DEPTH OF i i FOR ALL OTHER
POST SEE NOTES BELOW USE (2)-3/8"0 HILTI KWIK FOOTING OR I I CONDITIONS 4 5" X .188"
TS
BOLTS OR EQUAL 12" MIN. EMBD. I I 1 ASTM A3-
(2)-3/8"0 HILTI "KWIK"- FOR MIN.
EMBEDMENT DEPTH I I T ^ ^ 1 STEEL
BOLTS, OR EQUAL, EACH '
BRACKET TO SLAB.
MINIMUM DISTANCE TO
EDGE OF SLAB = 2-1/2"
SLAB SHALL BE IN
GOOD CONDITION
3 112" MIN.
EXISTING SLAB
ATTACHED
ALTERNATE FTG
CUBE SIZE
SO. 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 Wl3 1/2" SLAB
DE TH d .•
e POURED CONCRETE
FOOTING SEE NOTE
FOR SIZE
SEE FOOTIN
SCHEDULE QUARE
3" SQ. POSTS TO CONC. FOOTING
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE
SINGLE POSTS
EMBED.
BOLTS
23" & 24" CUBE
(2)-1/70
3 1/4"
25" - 30" CUBE
(4)-12"0
3 1/4"
31" - 34" CUBE
(4)5/8"0
4"
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.
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
X," X 0'-5x" AT STEEL "T'
81RACKET. r` �± (�
3. POST TYPE F flAY 0 6 7009
DO NOT USE STEEL "T'
BRACKET W/7" I -BEAM.
Q�OFEssl
le
�
'L NO.37948 r n
1.�
Exp -31-31 11)
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
A572
3/16" (/ _ 1
3" SO. POST (STL.) \
OR FLUTED
OR 4" SQ. POST (STL.)
INSERT-
PL.5/8'THK. -
1 1/2"
1 1/2"
WELDED STEEL BASE PLATE
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 I 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
1(4 3/4" EMBEDMENT DEPTH)
I
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
F w
LL
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN
SURFACE MOUNT
10. 206 30 pst
w M
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AND EMBEDMENT
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
L
_
90. 100 & 110 MPH
U
C
(1)-1/2"OM.B.
w
o
x9" LONG, 1"
SQUARE
FROM END
SEE FTGS,
OFPOST
SCHED.
SQUARE POST
EMBED.
INTO FOOTING
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
X," X 0'-5x" AT STEEL "T'
81RACKET. r` �± (�
3. POST TYPE F flAY 0 6 7009
DO NOT USE STEEL "T'
BRACKET W/7" I -BEAM.
Q�OFEssl
le
�
'L NO.37948 r n
1.�
Exp -31-31 11)
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
A572
3/16" (/ _ 1
3" SO. POST (STL.) \
OR FLUTED
OR 4" SQ. POST (STL.)
INSERT-
PL.5/8'THK. -
1 1/2"
1 1/2"
WELDED STEEL BASE PLATE
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 I 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
1(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
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN
SURFACE MOUNT
10. 206 30 pst
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AND EMBEDMENT
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED BV- K K 8 D P
90. 100 & 110 MPH
SHFFT 10 OF 30
HEADER BEAM TYPES . & ATTACHMENT DETAILS
1.52" .61"
GUTTER EXT. CLIP
GUTTER EXT. CLIP
_ _ I 3.100" SQ. J�
2.00"
1 79"
SPLICE WHERE ^��I�
OCCURS \
SPLICE WHERE
OCCURS
SPLICE WHERE
OCCURS
•�
- �
2.57"
.
- :I—
z.oa•
E•
4.
04'92.1oss"
nP.
4.6"
�.075"
TY P.
I
R.73"2�'I
.048'208,
2.931-
TYP
3.0'
.2184,E
4.0000"
ASTM A653 GRADE 40
z.7'•
.038" R.F. GUTTER
FASCIA -ALUM.
ALLOY 3004-11366063-T6
A
ALUM. ALLOY
O
ALUM. ALLOY
6063-T6
O
ALUM. ALLOY
6063-T6
O
E
6.5" ROLLFORMED
4.5" GUTTER
MAG. GUTTER
MAG BEAM
3" SQ. STEEL BEAM
4,. I
, I 3.0" If
r'7
SPLICE 1
WHERE 4"
OCCURS
SPLICE WHERE
OCCURS
2"
.024'
— — f— .032"
MAX. y 11 2„
�2„
.042"
8.0"
^070„
TYP.
—110"
TYP.
.042„
AIU Y
ALU Y
ALUM. ALLOY 3004-H36 OR EQUAL
J
ALUM. ALLOY 3004-H36 OR EQUAL
J
ALUM. OR EQUAL LLOY H36
63-76
6063-T6 C
O
6063-T6
63-76
O
K
O
4" I -BEAM
7" I -BEAM
2 x 6 RAFTER
DBL. 2 x 6.5 BEAM
3 x 8 BEAM
1.25"
ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS
4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM
r
3„ B„
M 3
625„
�
—� .042"
a
t
AY
I 8"
.042"
T= 14 GA.
7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL
7875 ASTM A653 GRADE 50
TT
ALUM. ALLOY 3004-H36 1
OR EQUAL L
ALUM. ALLOY 3004-H36
OR EQUAL m
sz5"
2.875" �. O
w I`_
948
� P. j
Ex �
3 x 8 BEAM W/ STL. INSERT
DBL. 3 x 8 BEAM
3 x 8 BEAM
STEEL INSERT
clvk Q'
0
DRAWN BY: K.K.
DATE: 5105/2009
TOM CAMPBELL 8 ASSOCIATES, INC.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LIVE LOAD=
10, 20 & 30 psf
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY: K.K. & O.P
RANCHO CUCAMONGA, CA (951)741-2`107
BEAM TYPES
HORIZ. WIND =
90. 100 & 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 95826
MRI as7-7mi PAY Ana-i.sio �am��Nraim mm
SHEET 11 OF 30
10# L.L. 1100 MPH. FREESTANDING & ATTACHED SOLID PATIOS - 12' OR LESS EXP. B & C
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
7" I -BEAM
DBL. 3"x8" x.042"BEAM
DBL.2"x6.5"x.032" BEAM
YxB" BEANIONSERT
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
w
10, 20 & 30 ps!
DURALUM PRODUCTS, INC.
OR YxWBEAM
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
>_
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND I
ATTACHED
MAX.POST
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
I¢ -cc
H
D 0
O Z m
U— g
;5 IT
m
U cn
a z
SPACING
SPACING
SPACING
FOR DBL.
SPACING
FOR 3" x 8"
SPACING
D 0
m
cr
FTG.
MIN.
POST
FTG
MIN.
FTGST .
MIN.
FTG
MIN.
FTG.
MIN.
FTG
MIN.
FTGDST
MIN.
FTG
MIN.
cn O
(IN.)
TYPE
(IN.)
POPE
(IN.)
TYPE
(IN.) ITYPEPOST
O
2" x 6.5x.032"
BEAM
(IN.)
TYPE
(IN.)
POST.
TYPE
(IN.)
ST
TYOPE
(IN.)
POST
TYPE
r
4'
17'-0"
G
25
B
19 2"
39
G
21
B
13'-7"
13'-6"
34
G
25
B
24'-9"
39
G
25
B
4'
8-5"
3'-1"
3'-0"
23'-9"
5'
13'-7"'G
t39
3g
25
B
17'-2"
'"G
34
22
B
12'-8"
12'-2"
34
G
25
B
22' 2"
39
G
25
B
5'
11'..
11. ..
. ,.
6'
11'-4..
39
G
26
B/E
15'-8':,,-
34
G
22
B
11-10,
11 110
30
G
26
B
120'7
19'
39
G
26
B//
6'
8
8"
7"
S"
7'
9'-8"
1 1
39
G
27
B14'-6"
/E
34
G
23
B
10'-3"
10'-3"
30
G
27
B
18'-9"
39
G
27
B
/C
7-
20'-11
13'-11
9'-10"
9'-10"
18'-0"
8'
8'-6.,
120"5>l39
G
27
B/
13'-6"
34
G
24
B
9' 7"
9'-7"
30
G
27
B
17'-6"
34
G
27
B
/E
g
19'-7"
E
13'-0"
g _3
g'_2"
6'-10"
9119,
19' $
39
G
28
E/
12'- 2'
34
G
24
B
9'-1"8
9--l"
30
G
28
B
16'-5'-10"
34
G
28
B/E
9'
6
8
8
10'
6'-9„
18'-3"
34
G
28
F
12'-11-e"
30
G
24
B
8'-7"
8' 7"
30
G
28
B
15' 8"
34
G
28
�E
10'
„
,
11'
6'-2"
17'-5"
34
H
29
E/
11' 6"
30
H
25
B
8' 2"
8' 2"
30
H
29
B
1a'-1
30
H
29
e/
11'
16'-9"
F
11'-1"
7'-9"
10
14'-4"
E
12'
5'-8'.
16'-8"
34
H
29
E/
11'-1"
34
H
25
B
T-1 o"
7'-10'>--'30
H
29
B
14'-4"
30
H
29
�E
12'
F
0'-7"
7'-Z"
7'-6"
13'-9"
13'
5'-2"
16 b'-5„
34
H
30
E�
81
34
H
25
B
7,_7„6
7�_T
34
H
30
B
13 93
34
H
30
B/E
13'
10' 2.,
7
3
2
14'
4'-10"
15'-5"
34
H
30
E�
10'-3-10
34
H
26
B
7'-3"6
7--3
34
H
30
B
13'
34
H
30
B/E
14'
1
6,_11"
12'-8"
15'4'-6"
34
H
30
E/
34
H
26
B
T-0"
7'-0"
34
H
30
B
12'-1
34
.
H
30
B
/E
15'
14'-4"
F
9'-6"
5'-8"
6'-9"
2'-3"
16'
14'-5"
34
j
31
F
9'
34
26
B
6'- 1 9
s 9
34
31
B
12'-511-11
34
31
B/E
16'
4'-3"
- 0'
5 4„
6'-6„
17'
4'-0„
14'-0"
34
31
F
--'34
9 3'34
27
B
6' S"
s' 7"
34
J
31
B
12'-O>--
':
B
/E
17'
13'-5"
.J
.�
5'-0"
6'-4"
11'-6"
.J
18'
13' 8"
34
J
F
9 o"
34
27
B
6'-1"
6'-4"
34
J
31
B
11 8"
34
j
31
B/
18'
3'-9"
13,_1"
31
8„
4'-9"
6'-2"
11 _2"
E
19
13'-3"
39
J
F
8' 9„
39
27
B
5 -9"
6'-2"
39
32
B
11'"4'
39
32
e
/E
19'
T-7
12'-9,.
32
8.5
4'-6"
6'-o"
o' 11„
20'
12, 1
39
32
F
8'
39
27
B
5'-6"
6'-1"
39
32
B
39
J
32
B
20'
3'-4"
12'-5"
8'-3"
4'-3"
5' 10
10'-8"
i,,'U,Y 0 6 ''1009 ",
NOTE: FOOTNOTE: "SAMPLE"
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B C7 F f
WHERESLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C L!1 (\}[,.
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. EXp. �)
SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING a\�
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
soLlo
LIVE LOAD = '
PATIO COVER SYSTEM AS MFG. -
-
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 & 30 ps!
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
HORIZ. WIND=
6269 ALPINE AVE.. SACRAMENTO, CA 95 26
SH ET 18 OF 30
REVISED BY: K.K. & D.P,
90.100 & 110 MPH
1.. 111-11 FAY df1'i _. caI.—....... ,.-n..,
r
:Do
m g
~
MAX.COL,
SPACING
ON SLABDST
6.5" ROLLFORM
MAX.POST
SPACING
FREESTAND
ATTACHED
FTG.
(IN.)
MIN.
TYPE
FTG
(IN.)
MIN.
TYPE
4'
17'-0"
13'-3"
30 1
G
20
B
5'
13'-7"
11'-10"
30
G
21
B
6'
11'-4"
10'-9"
30
G
22
B
7'
9'-8"
10'-0"
30
G
22
B
8'
8'-6"
9'-4"
30
G
23
B
9'
7'-7"
8'-10"
30
G
23
B
10'
6'-9"
8'-4"
30
G
24
B
11'
6'-2"
7'-8"
30
H
24
B
12' 5'-8"
13' 5-2"
14' 4'-10"
15' 4'-6"
16' 4'-3"
17' 4'-0"
18' 3'-9„
19' 3'-7"
20' 3'-4"
;EESTANDING & A
4" I -BEAM
ATTACHED
FTG MIN.
POST
(IN.) TYPE
MAX.POST
SPACING
FREESTAND
ATTACHED
FTG.
(IN.)
POST
TYPE
FTC.
(IN.)
POINT
TYPE
17'-0"
34
G
22
B
15'-8"
34
G
23
B
14'-4"
34
G
24
B
13'-3"
34
G
24
B
12'-5"
34
G
25
B
11'-8"
34
G
25
B
11'-1„
30
G
26
B
10'-7"
30
H
26
B
10'-1"
30
H
27
B
9'-9"
34
H
27
B
9'-4"
34
H
27
B
9'-0"
34
H
28
B
8'-9"
34
H
28
B
8'-6"
34
H
28
B
8'-3"
34
H
28
B
6'-10"
39
H
29
B
7'-10"
39
1 H
29
1B
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
TACHED SOLID
4.5" / MAG GLITTEF
MAX.POST
SPACING
FREESTAND
FTG. MIN.
POST
(IN.) TYPE
ATTACHED
FTG MIN.
POST
(IN.) TYPE
13'-4"
34
G
20
B
11'-11"
30
G
21
B
10'-0"
30
G
22
B
10'-1"
30
G
22
B
9'-5"
30
G
23
B
8'-10"
30
G
23
B
8'-5"
30
G
24
B
8'-0"
30
H
24
B
IAlKY106 2
ATIOS 12' OR I
MAG BEAM
MAX.POST
MAX.POST
SPACING
FREESTAND
ATTACHED
FTG.
(IN.)
POST
TYPE
FTG'
(IN-)
POST
TYPE
12'-3"
34 1
G
20
B
11'-4"
30
G
21
B
13'-7"
30
G
22
B
9'-7"
30
G
22
B
9'-0"
30
G
23
B
8'-6"
30
G
23
B
30
G
24
B
0'-2"
3o
H
24
B
7'-4"
30
H
24
B
7'-1"
34
H
25
B
6'-10"
34
H
B
6-7"
34
H
25
B
64"
34
H
25
B
6-2"
34
H
26
B
6'-0"
34
H
26
B
6'-10"
39
H
26
B
5'-8"
39
H
26
B
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
3" SO. STEEL
BEAM
MAX.POST
FREESTAND
ATTACHED
SPACING
FTG.
MIN.
FTG_
MIN.
POST SPACING TABLE
FREESTANDING
10, 20 & 30 psf
ST
SCALE: NONE
REVISED BY: K.K. & D.P,
(IN.)
TYOPE
(IN.)
TOYP
13'-7"
34
G
22
B
12'-5"
1g1A\ 4se-7m1 FAY ani -151q
30
G
22
B
30
G
23
B
0'-2"
10'-3"
30
G
24
B
9'-7"
30
G
24
B
8'-10'
9' 1"
30
G
25
B
8' 7"
30
G
25
B
8'_ 2
30
H
26
B
7,_6„
7'-10'
30
H
26
B
7,_2„
7'-6"
34
H
26
B
7' 3"
34
H
27
B
7'-0"
34
H
27
B
1
34
H
27
B
6-7„
34
H
27
B
6'-0"
6-5"28
34
H
B
6' 3"
39
H
28
B
39
H
28
B
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
SOLID
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 510512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY: K.K. & D.P,
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
HORIZ. WIND =
90.100 & 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 17 OF 30
,.
1g1A\ 4se-7m1 FAY ani -151q
Bin #
City of LQ Quinta
Building 8r Safety Division
Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #P.O.
O b
Project Address: -7 47 6 L A 5 T I
Owner's Name: ZO 6 P l O W 1 7 Z
A. P. Number:
Address: -7 41 41 7(o A 5 -r ► Li, c
Legal Description:
City, ST, Zip: f— A Q J 1 -1,o G or
Contractor: 1 iJ
Pit E �,1 5 o n A -� � s
Telephone:-
�0.:::�,+..,QFry�:�ry>::<a.
Address: 6-7 Z f'D ,J aJ
Project Description: 17—' X `12 O lr/D
City, ST, Zip: ILA \
`� p� L. U M A VJ O O V
Telephone O
s::.'•..:
:>\Y:4Y:hi•Y, •..: +. Y: :}�Y. •nil v:::
sl--f F S r(.. u L t1 r' _
State Lie. #
City Lie. #:
Arch., Engr., Designer: T O M
Address:
City, ST, Zip: (L, pr r•J L a (, U G A n,J 6',�''.-
Telephone:s7'S 2r "
State Lie. #: res>� 4..
;.:�; �� kaa�^c�w>=.' �;� ^ , �Y?:,;�;,
Name of Contact Person:
Construction Type: Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft.: # Stories: # Units:
Telephone # of Contact Person:
Estimated Value of Project: PO O :
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Plan Sets
Req'd
Recd
TRACKING PERMIT FEES
Plan Check submitted Item Amount
Structural Calcs.
Reviewed, ready for corrections Plan Check Deposit
Truss Calcs.
Caned Contact Person Plan Check Balance.
Title 24 Calcs.
Plans picked up Construction
Flood plain plan
Plans resubmitted Mechanical
Grading plan
2'' Review, ready for correctionsrissue Electrical
Subcontactor List
Called Contact Person Plumbing
Grant Deed
Plans picked up S.M.I.
H.O.A. Approval
Plans resubmitted Grading
IN HOUSE:-
''' Review, ready for corrections/issue Developer Impact Fee
Planning Approval
Called Contact Person A.I.P.P.
Pub. Wks. Appr .
Date of permit issue
School Fees
Total Permit Fees