11-0897 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address:
APN:
Application description:.
Property Zoning:
Application valuation:
11-00000897,
-54135 AVENIDA CARRANZA
774-204-024-8 -000000-
PATIO COVER - RESIDENTIAL
COVE RESIDENTIAL
1915
T4ht 4 4 Q"
Architect or Engineer:
-----------------
LICENSED CONTRACTOR'S DECLARATION
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
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 /Ss: BB - License No.: 770843
>�te: /N// /� ntractor:
/ • _gip R 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 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and .01
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.).
(_ 1 I am exempt under Sec. , BAP.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: i�J DK
LQPERAIIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 8/19/11
Owner:
HTWE DAN/MANCO DARRYL A
54135 AVENIDA CARRANZA
LA QUINTA, CA 92253 f7) �+ n
F�rI U 6' 2 2 2 �
Contractor:
LIFETIME PATIOS LZ
�
PO BOX 5806•ii':T�if4
LA QUINTA, CA 92248 '= =am.'i
(760)777-2650
Lic. No.: 770843
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 SOUTHERN INS Policy Number WSIO040134-01
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
370 of the Labor Code, I shall forthwith comply with those provisions.
It'ale: I9 i icant:
WARNING: FAIL RE TO SECURE WORKE '-COMPEA4S OVERAGE 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
offtthis coun y to ter upon the above-mentioned property for inspection purposes.
bate:!Sign re (Applicant or Agentl:
Application Number . . . . . 11-00000897
Permit PATIO COVER PERMIT
Additional desc .
Permit Fee . . . . 45.00 Plan Check
Fee
29.25
Issue Date . . . . Valuation
. . .
. 1915
Expiration Date 2/15/12
Qty Unit Charge Per
Extension
BASE FEE
15.00
15.00 2.0000 HND BLDG 501-2,000
-----------------------------
30.00
-----------------------------------------------
Special Notes and Comments
144SF ALUMAWOOD LATTICE PATIO COVER AT
SIDE YARD [ENGINEERED] THIS PERMIT DOES
NOT INCLUDE ELECTRICAL INSTALLATIONS.
***PATIO COVER TO BE BONDED TO EXISTING
POOL EQUIPMENT*** 2010 CALIFORNIA
BUILDING CODES.
August 19, 2011*2:28:10'PM AORTEGA
,
----------------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB
1473)
1.00
Fee summary _ Charged Paid Credited
Due
.Permit Fee Total 45.00 .00
.00
45.00
Plan Check Total 29.25 .00
.00
29.25
Other Fee Total 1.00 .00
.00
1.00
Grand Total 75.25 .00
.00
75.25
LQPEPMIT
All.
11 LIFETIME
ATIOS.
... T .. ..... C T. U C T Y G 6 6
2"X2" LATTICE
WITH 1/2" SPACING,
TYP.
1 I '
I
II I
I 1
I I
II I
I I
II
2X6 RAFTERS I I
24" . 0. C. k I 1
I
3X8 � ,I
BEAMS, T 1
TYP. I
POST
(4), TYP.
1 ' ' 10 v
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
�t-o8�1
SHEET INDEX : emcd DESIGN LOADS:
SHEET # SHEET TITLE /DESCRIPTION
CITY O F LA QUI NTA 1' RESIDENTIAL APPLICATIONS - IBC CHAPTER 18, IBC APPENDIX CHAPTER I
T-1 ........... TITLE SHEET / DESIGN LOADS
BUILDING & SAFETY DEPT AND IRC APPENDIX H.
1 ............GENERAL NOTES A r P R OV E D
2 ............SOLID PANEL STRUCTURES
3 ............OPEN LATTICE STRUCTURES
4 . PANEL SPANS TRI -V & W -PANEL FOR CONSTRUCTION
5 ...........PANEL SPANS FLAT PAN
8 ............PANEL FASTENERS / FAN BEAM
7 ............RAFTER SPANS //�� M
8 ............COLUMN / POST TYPES LD
9 ............HANGER CHANNEL AND BRACKET
10 ............COLUMN SURFACE MOUNT AND EMBEDMENT
11 ............BEAM TYPES
12 ............BEAM SPLICE DETAILS
13 ............BEAM TO POST ATTACHMENT
14 ............LATTICE CONNECTIONS
15 ............MINIMUM REQUIRED COLUMNS
18 &17 ...... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 90 MPH
18 & 19 ....SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 100 MPH
20 & 21 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 110 MPH
22 & 23 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 110 MPH
24 & 25.....SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 30# LL. 110 MPH
28 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 90 MPH
27 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 100 MPH
28 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 110 MPH
29 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 110 MPH
30 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 30# L.L. 110 MPH
31 ............SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 90-110 MPH
32 ............SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 90-110 MPH
33 ............INSULATED ROOF PANEL CONNECTIONS
ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
(SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
GQ100 MILES PER HOUR; EXPOSURES B AND C. -r,>
110 MILES PER HOUR, EXPOSURES B AND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
COMMERCIAL APPLICATIONS • 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.
A. MAXIMUM BUILDING HEIGHT AVERAGE = 19'
B. MINIMUM ROOF PITCH OF EXISITNG RESIDENCE = 5:12
C. MINIMUM 6' PROJECTION D. LEAST BUILDING WIDTH = 30'
A NOTE TO THE LOCAL AUTHORITY HAVINGJURISDICTION:
EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY
INCLUDE ONLY THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED
WITHIN THIS ICC -LISTED EVALUATION REPORT. AT A MINIMUM, SUBMISSION FOR A
BUILDING PERMIT MUST INCLUDE THE FOLLOWING INFORMATION FROM THIS
EVALUATION REPORT:
A. TITLE SHEET AND GENERAL NOTES.
B. STRUCTURAL CONFIGURATION (IB. SOLID OR LATTICE ROOF, FREESTANDING OR
ATTACHED).
C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL
SPAN TABLES.
D. TYPE OF HEADER, POST TYPE & QUANTITY, FOOTING SIZE (WHERE REQUIRED)
BASED.ON.THE SITE-SPECIFIC DESIGN LOADS.
E. APPROPRIATE STRUCTURAL DETAILS.
F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY
HAVING JURISDICTION.
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL &ASSOCIATES, INC
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 1!1112011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENG. INEERING
I
TITLE SHEET
10, 20 a 30 pst
DURALUM PRODUCTS, INC.
ER-
SCALE: NONE
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741.2107
DESIGN LOADS
HORIZ. WIND -
90,1008110 MPHSHEET
8289 ALPINE AVE., SACRAMENTO, CA 95828
(918)452.7021 FAX 4031519 eales(�durelum.00m
T-1
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:
,QoveaNlNo cODRG :
1. THE DE81GN COMPUES WITH THE 2009 INTERNATIONAL BUILDING CODE, 2008 INTERNATIONAL RESIDENTIAL CODE, 2010 CALIFORNIA BUILDING 6 RESIDENTIAL CODES, ASCEISEI
7.054611INIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2008 ALUMINUM MANUAL -AOM 1-05.
F/LWING NOTES :
ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER $PAN, 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 ENCLOSABILTIY.
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.
B. 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. ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL, EXCEPT WHERE NOTED IN THIS REPORT.
7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL,
S. AN ATTACHED PATIO COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE BLAB 18 AT LEAST 3112 INCHES THICK AND 18 LOCATED IN AREAS WITH A FROST DEPTH
OF ZERO TO A MAXIMUM COLUMN LOAD OF 760 POUNDS. v t
9. 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, y - •• ..
10. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC BECTIONB 1605.3,181605.3,2 ;U ,':,. •,4
POSIGNCON8IDERATIONB: g. 1:
11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT. g7). ;:
12. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET,
N ASCEISEI 7, SECTION 6.5.7.1.
13. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET.
14. COVERS ARE DESIGNATED'RIDGED BUILDINGS' AS DEFINED IN ASCE/SEI 7, SECTION 5.6.13,
16. TH15. E REE FREESTANDING AND ATTACHED SOLS SMALL NOT BE INSTALLED D AND LATTICE PATIO COVERS NOTED HEREIN ARE DE8 GNEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINEDI EO AS TPEN STRUCTURES' IN ACCORDANCE WITH ASCE/BEI 7, SECTION 8.5,13,
.�.�
EXCEPT WHERE NOTED IN THIS REPORT.
17, THE RATIO (H/Pl PATIO COVER MEAN ROOF HEIGHT (H, FT,) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1),
18. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1).
M1RIAL BPECIFICATIONB:
19. LTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILO AND
ULTIMATE STRENGTHS.
20. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH -OF 2,600 POUNDS PER SQUARE INCH.
21. DESIGN VERTICAL $OIL BEARING PRESSURE IS 600 POUNDS PER SQUARE FOOT, DESIGN LATERAL SOIL BEARING PRESSURE 18 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH.
(EQUALS 160 PSF/FT x 1.33 PER TABLE 1604.2 SOIL CLASSIFICATION FOOTNOTE d).
22. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A448 GRADE C. STAINLESS STEEL MEMBERS
SHALL CONFORM TO ASTM A663, GRADE 40.
23. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS SHALL BE A-326• ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS.
WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
24. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE POWERS WEDGE -BOLT♦ STAINLESS STEEL (ICC -ES ESR -2626 FOR CONCRETE AND FOR MASONRY) OR
APPROVED EQUAL.
26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (8MS) IN CONFORMANCE WITH ICC -ES ESR 1976 OR APPROVED EQUAL.
28, THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE BLAB 18 LIMITED TO USE WITH RESIDENTIAL PATIO COVERS ONLY.
27. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLAS" FIRE RATED.
NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED
I.C.C. E.S. EVALUATION
DY: E.N.
@:1�1tRo11
TOM CAMPBELL8 ASSOCIATES, INC.
LIVE LOAD n
10.20820psf
PATIO COVE SYSTEM AS FG. S ;REPORT
DURALUMPRODUCTS,INC,
NUMBER
ES-
JOATRAWN
SCALE: NONE
COMAIERCIALANDRESIDENTIALSTRUCTURALENGNEERING
GENERAL NOTES RIZ. WIND
870D ALPINE AVE., SACRAMENTO, CA 89828
REVISED BY:
RANCHO CUCAMONGA. CA 1951) 741.2107
010081 0 MPH
(0181482.7021 FAX 40 •1510 eatos®dumtum.tom
SHEET 1 OF 33
ATTACH
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
'O.H' NOT TO EXCEED 2b% —
OF SPAN
SEE DETAIL FOR SPLICE -
Or SQ. POSTS, SIZE VARIES
* SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 6 1/2" SIDE PLATES.
SOLID
PANEL TYPES
SOLID PANEL
AIVO
ATTACHMENT CHANNEL
S/{gLL ST RUCTI/R
N
ALUMINUM
SEE DETAILS -
7TyF E �E y
1'R WF
ROOF PANEL
SEE
MIN. 0.25' SLOPE PER FT
C OES
N
RSPANS
ER-
REVISED BY:
RANCHO CUCAMONGA CA (951) 741-2107
O. j
90, 100 6 110 MPHSHEET
'O.H' NOT TO EXCEED 25%
2 OF 33
OF SPAN
SEE DETAIL FOR SPLICE
!P037-SpSEE
OPTIONAL: CANTILEVER BEAM
SCHEDULE FOR
POST SPACING
III SQ. POSTS, SIZE VARIES
�CHEn / ��
n�fpRgIFFL 3
OPTIONAL: CANTILEVER
SEE SCHEDULE FOR
POST SPACING
3112' SLAB ALTERNATE ?Sgb Opsp� N 3 1/2" SLAB ALTERNATE: 25S OFS
ATTACHMENT SINGLE POST ATTACHMENT SINGLE POST
MAYBE USED SEE SCHEDULE MAY BE USED SEE SCHEDULE
WHERE PERMITTED. WHERE PERMITTED.
SEE SCHEDULE SEE SCHEDULE NOTE. SPLICE AT THIS
MAX HT.- 17 NOTE: NO SPLICE AT THIS MAX, HT: 17 POST AND AT END BA
POST AND END BAYS.
FOOTING WHERE REQUIRED �FESSI Nq DOTING WHERE REQUIRED
SEE SCHEDULE LE
FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS QQ rjA `F OR FOOTING CUBE SEE SIZE NOTE: EACH COMPONENT IS INTER.
CHANGEABLE WITH ANY OTHE �j` A� y� CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHER COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER _ E "B" ATTACHED MULTISPAN W/CANTILEVER OPTION
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS _
O.
'O.H' NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
'rap
SQ. POSTS, SIZE VARIES SEF.3C AC/N<
ALTERNATE:
3112' SLAB SINGLE POST
MAY BE USED SEE SCHEDULE
:TO CONSTRAIN
FOOTING, SEE'
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
112 x 9" STEEL ROD
BEAM
SEE SCHEDULE FOR
POST SPACIN
%O.1/
NOTE 40 SPLICE AT THIS
POST No AT END BAYS.
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
:ANTILEVER OPTION
(11
PANEL MIN. 0.25' SLOPE PER FT.
'O.H.' NOT TO EXCEED 25%
AF SPAN
SEE DETAIL FOR SPLICE -
SQ. POSTS, SIZE VARIES
3 1/Y SLAB III SINGLE POS
MAY BE USED IWII SEE SCHEDUL
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
1/2 x B" STEEL ROD
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
W/CANTILEVER OPTION
I.C.C. E.S. EVALUATION
DRAWN Or EN.
OATE:vm2oi1
TOM CAMPBELL & ASSOCIATES, INC.
SOLID PANEL
LIVE LOAD •
10.2083opa1
PACOVER SYSTEM AS MFG. BY:
REPORT NUMBER
i
I SCALE: NONE
COMMERCL4L AND RESIDENT IAL STRUCTURAL ENGINEERING
I
STRUCTURES
HORIZ. WINO
IDU=UMPRODUCTS,WC.
8269 ALPINE AVE., SACRAMENTO, CA 95828
ER-
REVISED BY:
RANCHO CUCAMONGA CA (951) 741-2107
90, 100 6 110 MPHSHEET
(818)452.7021 FAX 103-1619 sales ®duialum.eom
2 OF 33
RAFTER SEE TABLE * SEE SHTAIS FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2• X 6Irr SIDE PLATES.
FOR SIZE
AND SPACING
OPEN LATTICE TYPES
NO SV
IM THIS OPEN LATTICE -TYPE STRUCTURE EE PROSCHEDULE
MAK PROD. ""�'OMAY�SE COVERED.
SEE SCHEDULE
MAX. O.H. O RAFTER SEE TABLE
25%OF SPAN FOR SIZE
AND SPACING
T
SAgO ��hT 6� 6P
h \
O
LENGTH OF STRUCTURE VARIES ®�
tok
Posr WITH sloe PLATES o
l SEE DETAIL LENGTH OF STRUCTURE VARIES
NOTE: EACH COMPONENT IS INTER- MA? USSLABED ATTACHMENT POST WITH SIDE PLATES
SEE DETAIL
CHANGEABLE WITH ANY OTHER T PERMITTED.
T�9(F •.p
COMPONTENT UNLESS OTHERWISE SHOWN.SEE
EACH COMPONENT IS INTER- a tz SINS D WHERE ENT
�� MAY IT ED WHERE
FOO TINOWHERE OOTINGo, LE WITH ANY OTHER S PERMITTED.
SEE
SCHED. FOR FOOTING CUBE SRE UNLESS OTHERWISE SHOWN. -SFT SEE SCHEDULE
OPEN LATTICE -TYPE PATIO COVER Egm THIS OPEN LATTICE -TYPE STRUCTURE PQF FOOTWOWHEREREEESCH
QUIRED. -
e'-•- ,•SCALE NTS _. ' MAYOE COVERED. - OQ G ` CR/�,A� � SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTU 'v Q- E "F" ATTACHED MULTISPAN TTICE STRUCTURE
Y— ~ ��„ Ny m NOTE THIS OPEN LATTICE -TYPE STRUCTURE
1.y(}O MAY N�BE COVERED,
RAF TABLE MAK PROD.
6EE SCHE THIS OPEN LATTICE -TYPE STIR
MAK Ae.,-
8EESCMEOIREAND SPACINGnom- MAYS SE COVERED. 131 Q11-1
LENOTH OF STRUCTURE VARIES
LENGTH OF STRUCTURE VARIES
I.C.C. E.S.EVALUATION
DRAWN BY: E. N.
xPOST
0 ECTION:
LIVE LOAD -
11 31/Y SLAB
SEE POST
NOTE: EACH COMPONENT IS INTER-
TO CONSTRAIN
L A
T
10.20830 pal
CHANGEABLE WITH ANY OTHER SFFT
FOOTINGEE
ER- •
USED
COMPONTENT UNLESS OTHERWISE SHOWN. �(Lc
SCHEDLE
NOTE: EACH COMPONENT IS INTER-
MAY
TO CONSTRAIN
SHEET 3 0F 33
CHANGEABLE WITH ANY OTHER SFFr
FOOTING, E EE
OPEN LATTICE -TYPE PATIO.COVER
FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN. ��
SCALE: NTS
SEE SCHEO. FOR FOOTING CUBE SIZE
FOOTING WHERE REQUIRED
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING SINGLE SPAN
LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN
TTICE STRUCTURE
I.C.C. E.S.EVALUATION
DRAWN BY: E. N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE:
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
10.20830 pal
DURALIN PRODUCTS,
l(OlS)452-7021
ER- •
NONE
SCALE. NONE
REVISED BY:
RANCHO CUCAMONGA, CA (051 741.2107
)
STRUCTURES
.100 a WIND
80,100 8110 MPH
MINC.
ALPINE AVE., SACRAMENTO, CA 85828
T
FAX 403.1578 aeleal�dureNm.wm
SHEET 3 0F 33
SOLID PANEL SPANS FOR COMMERCIAL &PATIOS 90/100/110 MPH EXPOSURE B & C
2� "--1 87' T=SEE TABLE BELOW 4.40"
70-
.40
3.00' �- - 4.50" 4.50" T 4.50" ...4-5ii00" 3.00-
24.00*
ALUM. ALLOY 3004-1-138 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.8
EXP.0
EXP.B
EXP.0
10
.018
11'-9'
10'-8"
11'-9"
9'-7"
19-8"
81-8'
.024
.024
13'-9"
12'-T
13'-9'
11'-3'
12'-8"
10'-3"
10
.032
15'-1'
14'-8"
15'-1"
13'-0'
14'-5"
11'-9"
20'-11"
20'-11'
20'-11"
20'-11'
19'-9'
20
.020
11'-10"
11'-10'
.018
91-8"
91-8'
91-8'
9'-7'
9'.8'
8'-8"
12'-10"
.024
11'-8'
11'-8'
11'-6"
11'-3"
111-8'
10'-3"
20
.032
13'-4"
13'-4"
13'-4"
13'-0'
13'-4'
11'-9'
17'-3"
17'-3'
30
.020
10'-4"
10'-4"
10'-4"
10'-4"
10'-4"
018
8'-5'
g'S'
8'-5'
V.S.
8'-5'
8'-5'
11'-2"
.024
10'-0'
1o'-0'
10'-0'
10'-0'
10'-0'
10'-0'
30
.032
11'_7•
11'_7•
11'_7"
111_7"
11'_7"
11,_7"
1.115' hou /
FESS/pN9 1 1u • T•SEE TAaIE 6ELOW
Cgy�p� �A _ .C3• .75� � � .
1,37M m ALUM. ALLOY 3004-H38 OR EQUAL
* B . IT x 31/2" W PANEL
=
SF)
PANEL'T'
(K)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
10
.020
14'.9
14'.9'
14'.9'
14'-2"
14'-3'
12'-10'
.024
15'-7'
15'-7"
15'-7'
15'-7"
15'-7'
14'-1"
.032
18'-8"
181-8"
181-8'
18'-8"
18'-8'
17'-3'
.040
20'-11"
20'-11"
20'-11'
20'-11"
20'-11'
19'-9'
20
.020
11'-10"
11'-10'
11'-10'
11'-10"
11'-10'
11'-10'
.024
12'-10"
12'-10"
12'-10"
12'-10"
12'-10'
12'-10'
.032
15'-5"
15'-5"
15'5"
15'5"
15'5'
15'-5'
040
17'-3"
IT -3'
17'-3"
17'-3"
17'-3"
17'-3'
30
.020
10'-4"
10'-4"
10'-4"
10'-4"
10'-4"
10'-4"
.024
11'-2'
11'-2"
11'-2'
11'-2"
11'-2"
11'-2"
032
13'5"
13'-8'
13'-8"
13'-8"
13'-8"
13'-8'
040
15'-1"
15'-1'
15'-1"
15'-1"
15'-1'
15'-1"
I.C.C. Es. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 1/11/2011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL SPANS
10, 20 d 30 pd
WIND =
DURALUM PRODUCTS, INC.
8289 ALPINE AVE., SACRAMENTO, CA B5B28
ER-
REVISED SY:
RANCHO CUCAMONGA. CA (951 741.2107
)
0.90 &
70, BO 6 110 MPH
(916)462-7021 FAX 403-1519--'--Q0umllim.cw
SHEET 4 OF 33
RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH
e.s• Q� FES Ip q` I`
J)3Y � Z.032
o4z• •
m .042'
ALUM. ALLOY 3oa+13e f m
OR
EQUAL
ALLOY
7k SEE NOTE BELOW
ALUM.
OR EOUAL3W44
2 X 6 1/2" RAFTER DBL. 2 x 6 1/2" RAFTER
90 MPH 100 MPH 110 MP L L = "r 90 MPH 100 MPH 110 MPH
5F)
(IN.)
°es9
EXP. B
EXP.0
EXP. B
EXP.0
EXP. B I
FXP C
I
.024
16'
12'-2"
12'-2"
12'-2"
11'-10'
14'-1"
13'-7-
24" 9'-11" 9'-11" 9'-11' 9'-8' 9'6'
913•
10
.032
18'
18'3'
18'3'
18'3'
15'-9"
15'-9'
15'-2'
24" 13'-3" 13'-3' 13'-3 12'-10'
12'5'
21'6"
.oat
16'
21'-4"
21'-4"
21'-4-
20'-8"
20'-B'
19'-11'
24' 17'5' 1r-5" 1T.W 16'-10' 16'-10'
16'-3-
8'5'1B'
17-6'
.024
16,
9'-4'
9'4"
9'-4"
9-4"
9'-4•
9'-2-
24' r-7" r-7" r-7° 7'-7' 7'-7"
7-6'
20
.032
11
11
.oat
12
24'
24'-7"
24'-7'
24' 10'-2' 10'-2" 10'-2' 10'-2" 10'-2'
10'-0"
23'-10"
.042
16"
16'-4"
16'-4'
16'-4"
18'-4"
1W-4"
18'-1"
24' 13'4" 13'4" 13'-4" 13'-4' 134"
13'-2"
13'-2•
.024
16,
12
13
.024
14
24"
10'-9"
24" - - - - -
-
30
.032
16-
10'3'
10'-3"
10'3"
10'-3"
10'3"
193"
24' 8'4" 8'-4- 8'-4' 8'-4" 6'-4'
8'-4"
17"-r
[042
18'
13'5'
13'5'
135"
13'5'
13'5"
13'5"
24" 11'-0" 11'-0" 11'-0' 11' 0" 11'-0'
11'-0'
(PSF) (IN.) EXP. B 1 EXP.0 I EXP. B 1 EXP.0 I EXP. B I EXP.0 I (P8F
.042
.042
EXPOSURE B & C
3Jr � e.o•
042"
ALUM. ALLOY 3004-H36
OR EQUAL
* SEE NOTE BELOW
3 x 8" RAFTER
90 MPH 100 MPH 110 MPH
2416" 1 23'-5-1 24-0. 1 22'-8° 1 23'-5' 121'.10-1
20'-0° 1 19'-1' 1 19'-7" 1 18'-6" 1 19'-1 • 17'-10°
1r-9. 117--9" 1 17--9. 1 17'-9. 1 17'-9. 1 1r-7- 1
14'-8' 14'5" 1 14'-6" 14'-8" 1
14'-7" 14'-7- 14'-7- 14'-7- 14'-7" 14'-7°
11'-11' 11'-11" 11'-11" 11'-11• 11'-11" 11'-11"
I-
* NOTE: SINGLE RAFTERS SPACED 16' O.C. MAY BE USED AT
32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
24" O.C. MAY BE USED AT 41' O.C. WHEN DOUBLED.
PROJECTION
SPAN
O.H.
h
TRIBUTARY TRIBUTARY" `
WIDTH I 112SPAN.O.H.
f
•.';' NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
I.C.C. E.S. EVALUATION
TRIBUTARY
16' 1
17'-3'
17'-3" I
1r3"
16'-8' J
16'-8'
18'-1"
I
.024
O.H.
24'
14'-1'
14'-1'
14'-1"
13'-7-
13'-7"
13'^2"
18
19
10
21
0
18"
23'-0"
23'-0°
23'4"
22'-3"
22'3'
21'6"
9
10
.032
11
24'
18'-9"
18'-9'
18'-9'
18'-2"
18'-2"
17-6'
10
10
11
11
12
18"30'-2-
5 6 6
30'-2"
30'-2"
29'-3'
29'-3"
2W-2"
11
11
.oat
12
24'
24'-7"
24'-7'
24'-7'
23'-10'
23'-10"
23'-0"
11
12
20
13
13
16"
13'-2"
13'-2'
13'-7
13'-2•
13'-2'
13'-0"
12
13
.024
14
24"
10'-9"
10'-9•
10'4"
10'-9'
10'-9"
10'-7"
1 12 13
13
14 114
15
16"
17'-7'
1 r -r
17"-r
17"-7"
17'-r
17'-4'
20
.032
24'
14'-4"
14'-4"
14'4"
14'-4•
14'4'
14'-2'
30
18'
23'-1'
23'-1"
23'-1'
23'-1"
23'-1'
22'-9'
.D42
24"
18'-10'
18'-10"
18'-10-
18'-10"
18'-10"
18'-r
18"
10'-10-
10'-1o•
10'-1o"
10'-1o"
10'-10"
10'-10"
.024
24"
8'-10'
8'-10'
8'-1(r
8'-10'
8'-10'
B'-10"
16"
14'-8"
14'-8"
14'4"
14'-6"
14'-6"
14'6'
30
.032
24'
11'-10"
11'-10'
11'-10°
11'-10'
11'-10-
11'-10"
16"
19'-0"
19'-0"
19'-0"
19'-0"
19'-0"
19'-0"
.D42
24"
15'-6•
15'5"
15'6'
15'-6"
15'-6'
15'6"
.042
.042
EXPOSURE B & C
3Jr � e.o•
042"
ALUM. ALLOY 3004-H36
OR EQUAL
* SEE NOTE BELOW
3 x 8" RAFTER
90 MPH 100 MPH 110 MPH
2416" 1 23'-5-1 24-0. 1 22'-8° 1 23'-5' 121'.10-1
20'-0° 1 19'-1' 1 19'-7" 1 18'-6" 1 19'-1 • 17'-10°
1r-9. 117--9" 1 17--9. 1 17'-9. 1 17'-9. 1 1r-7- 1
14'-8' 14'5" 1 14'-6" 14'-8" 1
14'-7" 14'-7- 14'-7- 14'-7- 14'-7" 14'-7°
11'-11' 11'-11" 11'-11" 11'-11• 11'-11" 11'-11"
I-
* NOTE: SINGLE RAFTERS SPACED 16' O.C. MAY BE USED AT
32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
24" O.C. MAY BE USED AT 41' O.C. WHEN DOUBLED.
PROJECTION
SPAN
O.H.
h
TRIBUTARY TRIBUTARY" `
WIDTH I 112SPAN.O.H.
f
•.';' NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
I.C.C. E.S. EVALUATION
TRIBUTARY
WIDTH
TABLE
LIVE LOAD -
-CLEAR SPAN
(FT.)
DATE: 1/11/2011
I
10. 20 6 30 Pel
O.H.
8 1 7 8
9 10
11 12
13
1 14 15
16
17
18
19
20
21
0
3 4 4
5 5
6 6
7
7 8
8
9
9
10
10
11
1'
4 5 5
6 6
7 7
8
8 9
9
10
10
11
11
12
2'
5 6 6
7 7
8 8
9
9 10
10
11
11
12
12
13
3'
- 7 7
8 8
9 9
10
10 11
11
12
12
13
13
14
4'
- - -
9 9
10 10
11
11 12
12
13
13
14
14
15
5
- _ _
- _
11 11
12
1 12 13
13
14 114
15
15
16
.042
.042
EXPOSURE B & C
3Jr � e.o•
042"
ALUM. ALLOY 3004-H36
OR EQUAL
* SEE NOTE BELOW
3 x 8" RAFTER
90 MPH 100 MPH 110 MPH
2416" 1 23'-5-1 24-0. 1 22'-8° 1 23'-5' 121'.10-1
20'-0° 1 19'-1' 1 19'-7" 1 18'-6" 1 19'-1 • 17'-10°
1r-9. 117--9" 1 17--9. 1 17'-9. 1 17'-9. 1 1r-7- 1
14'-8' 14'5" 1 14'-6" 14'-8" 1
14'-7" 14'-7- 14'-7- 14'-7- 14'-7" 14'-7°
11'-11' 11'-11" 11'-11" 11'-11• 11'-11" 11'-11"
I-
* NOTE: SINGLE RAFTERS SPACED 16' O.C. MAY BE USED AT
32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
24" O.C. MAY BE USED AT 41' O.C. WHEN DOUBLED.
PROJECTION
SPAN
O.H.
h
TRIBUTARY TRIBUTARY" `
WIDTH I 112SPAN.O.H.
f
•.';' NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
DATE: 1/11/2011
I
10. 20 6 30 Pel
DURALUM PRODUCTS, INC.
1(916)
REPORT NUMBER
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFTER SPANS
HORIZ. WIND"
6288 ALPINE AVE., SACRAMENTO, CA 95826
I
ER.
REVISED BY:
RANCHO CUCAMONGA, CA (95 1) 741-2107
00. 100 8 110 MPH
452.7021 FAX 403.1619 setas®dumlum.eom
SHEET 7 OF 33
COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
MAX. HEIGHT= 10' [-3-1-2-1 MAX. HEIGHT C = 10' 3.00" SQ.
3.00"SQ. 1110 SMs 3.00" SQ. 'I I'-
.0 2 �A.4s 6s -_ 11.Of�
8.5" "
3" O; .
14"R '40" ALUM
032' NP' .048'STEEL
O5/8' PLASTIC PLUG •28" OO OO
3" SQ. ALUM. POST. MAG POST
3" SQ. ALUM. POST
WITH SIDE PLATES D 3" SQ. STEEL POST 3" SQ. ALUM. POST
ALUM. ALLOY 3004H38 ALUM. ALLOY 3004-H38 ALUM. ALLOY 6083-T8
ALUM. ALLOY 3.00" OR
6063T8 2.40" 7/16'0 HOI
1.375" FOR 318" R
0 If 0 1 x;75" ASTM GRADE 36 STEEL
G =3"SQ.xt=.188'
H =3'SO.xt=.250'
I-3'SO.xt=.313"
J-4"SQ.xt=.188"
K =4"S .xt=.250"
= t.
3.0' OR 4.0'
SQUARE
STEEL POST
ASTM A500 GRADE B
2 FLANGES
21/8' APART
IWASHER PLATE AT ANCHORSI .75" T.75' BASE FLARES
157' -71 TO 3'WIDE EA.
1.60" TYP� SIDE OF FLANGES
5 .090" TTP. POST OR Y
INSTALL 1X* x 1 �' z }b' HDO 5 �" 1-7/18'0 HOLE
WASHER PLATE AT ANCHORS8 2.3/8" HOLES
FOR 110 MPH I % 2- 5/18'0 HOLES—/TYP. EA. SIDE
ALUM "T" BRACKET STEEL "T" BRACKET 5
ALUM. ALLOY
6063-T8
"H" BRACKET
,— (4) -SDS 25412
3"x 8" ALUM. RAFT. BRACKET -Z'
3"x 8" ALUM. HEADER
HEADER BRACKET ( 7
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
DATE: 1/11/2011
TOM CAMPBELL a ASSOCIATES, INC.
COLUMN/
LIVE LOAD"
10.20a3o �r
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
REPORT NUMBER
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST TYPES
MORA. WIND "
B2B8 ALPINE AVE., SACRAMENTO, CA 95828
l(glS)452-7021
ER-
REVISED BY:
RANCHO CUCAMONOA, CA (851) 741-2107
B0. 100 a 110 MPH
FAX 403.1518 rralatr8duralum.o"m
SHEET 8 OF 33
I HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H36
WALL
FASTENERS
SEE TABLE
1.75 O
ROLLFORMED HANGER
ALUM.ALLOY
8083-T6
.08 O
EXTRUDED HANGER CHANNEL
FASTENERS, SEE TABLE
R.F. OR EXT. HANGER SEE TABLEFRAMING ANGLE
CHANNEL, 2X OR 3X
RAFTER BRACKET. —�
ALUM. PANEL 2X ORS
3x ALUM. RAFTER
EXIST. E
FASCIA BOARD EAVES, RAFTER
ALLOWABLE PROJ. _ EXISTING EAV
SEE TABLE BELOW OVERHANG
(24MAX.
EXISTING EAVE CONNECTION 0
WALL FASTENERS
SEE TABLE
014 SMS ®PANEL
LOCKS OR 08 9Ms
WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID;GROUTED
AT EA CONTACT ^ '
LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL -10 LL -20 LL=30
Y --
CONTINUOUS A. RAIL
ROOF PANEL
(WHERE OCCURS)
LL=20
ALUM.ALLOY
2" x 4"
FULL OR
2" x 6"V-6"
NOTCHED
6063-T8
014 SMS G EA. CONTACT
B=SDS25412 WIA34 FRAMING ANGLE EACH SIDE OF RAFTER (2
C=SDS25412AT EACH STUD, 1S' O.C. MAX.
WALL CONNECTION
O
ALUM.ALLOY
6063-T6
I.R. HANGER OC
2.740"
T=.080" w
0
WALL FASTENERS C)
SEE TABLE
O
a ;1
APPROVED 3' OR 4' A
INSUL ROOF PANEL c
414 SMS T&B
HANGER / RAIL FASTENER TO FASCIA, WALL STUD, MASONRY OR CONC.
WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID;GROUTED
DESIGN 16" O.C. CELL AT FASTENER) OR CONC.
LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL -10 LL -20 LL=30
90 A B B C D D E E F
100 A B B C D D E E F
110 A B B C D D E 'E F
LL=20
DESCRIPTION OF LAG SCREW SEE NOTE BELOW
2" x 4"
FULL OR
2" x 6"V-6"
NOTCHED
A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24' O.C. MAX,
PER RAFTER), STAGGERED, 24" O.C. MAX.
Z�a
12
B=SDS25412 WIA34 FRAMING ANGLE EACH SIDE OF RAFTER (2
C=SDS25412AT EACH STUD, 1S' O.C. MAX.
uuyy w
US
0=3/8"0 x 4" LAG SCREW AT EACH STUD
'E--08'0 x 1 1/8" AT 18" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
2'-0" 14'4" 12'-8"
'F=3/8"0 x 1 1/8" AT 12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
24" O.C.
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 28 SHEET 1
EXIST. RAFTER
I
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG L
LL=10
LL=20
LL=30
2" x 4"
FULL OR
2" x 6"V-6"
NOTCHED
16' O.C.
1'-8"
18'-8"
18'-8'
14'-2"
2'-0" 14'4" 12'-8"
9'-7"
24" O.C.
12'-5"111-8*
V-10"
2'-W 9'4" 7'4"
5'-7"
2"x6" FULL OR
2"X8" NOTCHED
24" O.C.
2'-W
19'-11"
19'-4"
14'-8'
2"x8" FULL OR
2"x10" NOTCHED
1 24" O.C.
2'-W
31'-11"
31'-11"
25'-0"
NOTE: 2x8 DF -L #2 LEDGER MAY BE INSTALLED WHERE
NEEDED TO EXIST. WALL AT WD. STUDS (16- O.C.)
DESIGN LOADS AT EXISTING ROOF OVERHANG: RDL-15psf RLL-20paf
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO
BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS),
11.1.3 AND 11.1.4, RESPECTIVELY.
THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SDS FASTENER
TO BE IN ACCORDANCE WITH THE LATEST ICC -ES EVALUATION REPORT.
1 D# L.L.=(2)1#14 SMS EA. SIDE
20#130#L.L.■(2)#14 SMS EA. SIDE
U -BRACKET
3/4" OR 1 1/2"
I
T2' x 6 1/2' OR
-R WS
5' MIN. 3' x 8' ALUM.
RAFTER
(2" MIN. PENETRATION INTO
3/4" OR 1 12'
PAnOCOVER
EXISTING WOOD STUD FRAMING
1
111 I;
\t OF CA
3/16"
i
0 STEEL
0 19.0 HOLES.TYP.
0
8 00
0
1 1/4"
NOTE: PROVIDE WATER
PROTECTION,METALFLASHING
CAUCK JOINT8 AND SLOPE
r- TO DRAIN
FOR SPAN SEE ALLOWABLE
DECK/RAFTER SPAN TABLE
'
2c9 OR hBLEDGER2
EACH 1/4"0 x 3-12• LAG SCREWS L.L=10 psf2 EACH 7/18"0 x 3-12" LAG SCREWS L.L.=20 AND 30 psf31
-R WS
}014x1 314•
(2" MIN. PENETRATION INTO
f(3)
PAnOCOVER
EXISTING WOOD STUD)NOTE:
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
ATTACHMENTS
USE LEDGER WHERE RAFTER SPACING
9489 ALPINE AVE., SACRAMENTO, CA 98828
EXCEEDS EXISTING STUD SPACING
REVISED BY:
NOTE:BRACKET
SEE ® FOR ATTACHMENT NOTE: PLACE'SIKA LAR
MATERIAL BETWEEN BRACKET AND COMP.
MAY BE MOUNTED
RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL
BELOW RAFTER Wl
SAME CONNECTIONS.
WALL CONNECTION O3
4O BRACKET CONNECTION
I.C.C. E.S. EVALUATION
DRAWN By: EN.
DATE: 1/112011.
TOM CAMPBELL & ASSOCIATES, ING
HANGER CHANNEL
LNE LOAD "
10, 20830 pet
ATA COVER DUCT INC.G. BY:
DURALUM PRODUCTS, IN
REPORT NUMBER
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
ATTACHMENTS
HCRI90 SL110 MPH
9489 ALPINE AVE., SACRAMENTO, CA 98828
ER-
REVISED BY:
RANCHO CUCAMONGA CA (951) 741.2107
0
(919) 452.7021 FAX 403.1619 edea®Lturalum.00m
SHEET 9 OF 33
COLUMN
/ POST
TYPES & SURFACE
MOUNT AND
EMBEDMENT DETAILS
12'
20'
21' SQ.
ALUM.TBRACKET USE WITH
22'
25' SQ.
18"
24'
28' SQ.
20"
I POST TYPE B,C.D, OR E.
32" SQ.
STEEL POST ONLY:
28'
35" SO.
T BRACKET
30"
STEEL.TBRACKET USE WITH
28'
USE POST TYPE
(3 5/8'0 BOLTS
30•
(2 3 -SQ. POST
47' SQ.
POST TYPE B,C,D,E,F,G,H,J OR K.
36'
F, G. H. J OR K
FOR POST TYPE J 1�
38'
(2}4{12 SMS EA.
3'SQ. POST SIDE OF POST OR
T SQ. POST
ALUM.T'BRACKET:
USE (21 -WO Han
60' SQ.
i
(
4 5'
64' SQ.
1/4' M.B. THROUGH
44'
KMK BOLTS OR EQUAL
1/2 DEPTH OF
BOLTS
MIR
16"INSERT
POST
USE (2}318'0 HILTI KNIK
i
FOOTING OR I
!
FOR ALL OTHER
, CONDITIONS 4 5'
X.1188"
(2)-114"0 POWERS WEDGE-
BEE NOTES BELOW
BOLTS OR EQUAL
1Y MIN. EMBD. 1
ASTM A36
BOLTS+ OR EQUAL, EACH
2 V: EMBEDMENT DEPTH
�, I �;
STEEL
BRACKET TQ SLAB,
FOR KWIK BOLTS)
��: I T
T.O.C.
MINIMUM DISTANCE TO
"�7i,
EDGE OF SLAB - 4" OR
uJ
S
TO CRACK= 10"
G
:•fr
ASTM A572 STEEL
(1 �' MIN. EMBEDMEPIT)
DE TH
4trz'0M.8.
i'' :�'� ;:`��
xFROM
����m
3118'
SLAB SHALL BE IN
POURED CONCRETE
END 3 `' '• 'N
•' GOOD CONDITION
FooTNG SEE NOTE
OF POST C ;L� ::;
z
3 -OR S (STL) -
3 112" MIN.
FOR 89E
SSCH114
POURED
FOLD 14
OR 4- SO. POST (STL.)
E LE
QUA
CONCRETE
SCMEDULEEN BEAM
INSERT
IN BEAM SPAN TABLE
FOOTING
SPAN TABLE
PL.SIB'THK.
7
8
SQUARE POST EMBED.
9
EXISTING SLAB
- -
3" SQ.
POSTS TO CONC. FOOTING
—
INTO FOOTING
11n• B•
11rz•
ATTACHED
ALTERNATE FTG.
CUBE SIZE
SQ. 1B• DEEP
' CUBE FTO.
18'
18' SQ.
12'
20'
21' SQ.
12'
22'
25' SQ.
18"
24'
28' SQ.
20"
26"
32" SQ.
23•
28'
35" SO.
26"
30"
39' SQ.
28'
32'
43' SQ.
30•
34"
47' SQ.
32'
36'
51' SQ.
34'
38'
55' SQ.
37'
40'
60' SQ.
39'
42'
64' SQ.
41'
44'
69' SQ.
43'
CUBE FOOTING W/ P SLAB
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE
SINGLE POSTS
EMBED.
BOLTS
23" & 24' CUBE
(2)-12'0
3 114"
26'- 30' CUBE
(4)-12'0
3 114'
31'- 34' CUBE
(4}6/8'0
4-
35' - 39' CUBE
(4)414.0
4 314'
40'- 42' CUBE
(4)34.0
4 314'
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
NOTES:
1. DO NOT USE ALUM.'r
BRACKET WITH 3X8 BEAM
WANISERT, MAG BEAM, 4- OR
?"I -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE.
2'XX*X5)4'AT
STEEL'r BRACKET,
3. POST TYPE F
DO NOT USE STEEL 'r
BRACKET WIT IJBEAM.
WELDED STEEL BASE PLATE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9
9•SO.x6V B,C,D,F,G,AH
FREESTANDING
BASE PLATE ANCHOR
BASE PLATT(4
ANCHOR BOLTS (SIZE Q TYPE)
} 314.0 HILTI KWIK BOLT TZ STAINLESS
9"x9'x SIBEEL PER I.C.C. ESR -1917 OR EQUAL
314' EMBEDMENT DEPTH)
I.c.c. E s. EVALUATION
DRAWN BY. E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
COLUMN
LIVE LOAo
PATIO COVER SYSTEMAS MFG. BY:
DURALUM PRODUCTS, INC.
REPORT NUMBER
DATE: 11112011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
AND EMBEDMENT
10, 20630 paf
HORIZ WIND "
8269 ALPINE AVE., SACRAMENTO, CA 95826
1(916)452-7021
ER-
REVISED BY:
RANCHO CUCAMONGA, CA (051) 741-2107
90, 100 8 110 MPH
FAX403-1519 valet®du'alum.com
SHEET 100E 33
1.79"
in `-
4d 2.57"
2.19"
2.08"
- -- T
038" R.F. GUTTER
FASCIA -ALUM.
ALLOY 3004-H36
6.5" ROLLFORMED
r 3`1
SPLICE
olccuas 4"
070
TYP.
HEADER BEAM TYPES & ATTACHMENT DETAILS
cn 4^_I Iv I GUTTER EXT. CLIP
SPLICE WHERE--�'lll I I
OCCURS SPLIOCCURSE
y
ow
TYP.
.088•
TYP.
f— 2.r —�
ALUM.ALLOY
ALUM. ALLOY 8083-T8
O 8083-T8 B O
4.5" GUTTER SSI G. GUTTER
Q
. Cil9/yp�Fy�i
W Z P ?n 2, BA,
10. 31
ALUM. ALLOY
8083 -TB O
F
4" I -BEAM
Li
E-.--.042"
8"
ALUM. ALLOY 3004.438
OR EQUAL 1vL I
3 x 8 BEAM W/ STL. INSERT
IV Q .024
32°
In
.042°
P..
ALUM. �AL ALLOY ALUM. ALLOY 3004.436 OR EQUAL
7" I -BEAM O 2 x'6 RAFTER
MAX. 3- 9- MAK 3- 8•
•042" .042
ALUM. ALLOY 30044436 ALUM. ALLOY 30044438 _T
OR EQUAL _T OR EQUAL
9.1DBL. 3 x 8 BEAMDBL. 3 x 8 BEAMW/ DBL. 3 x 8 STL. INSERT
SPLICE WHERE
OCCURS
ALUM. ALLOY
6063-T8
MAG BEAM
3.00" SQ.
14"R "
TYP.
L.28"
ASTM A653 GRADE 40
OE
3" SQ. STEEL BEAM
3M3- Z° 6.s•
.032°
ALUM. ALLOY 3004-H36 OR EQUAL J
DBL. 2 x 6.5 BEAM
5'
T°14 OA
7.8 5" ASTM A653 GRADE 50
—I 2.875" I~_
3x8BEAM OO
STEELINSERT
ALUM. ALLOY 3004-H36
OR EQUAL
�O
3x8BEAM .r
375"
T ° 0.128•
6.858° ALUM. ALLOY 8063 -TB
II� .375"
1-1.75"--I
7" I -BEAM "C" �P
SPLICE / INSERT
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
-
'LIVE LOAD .
'0.20630
PATIO COVER SYSTEMAS MFG. BY:
DURALUM PRODUCTS, INC.
REPORT NUMBER
DATE: tIt1ROt1
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TYPES
paf
ND
6288 ALPINE AVE., SACRAMENTO, CA
ER-
REVISED BY:
RANCHO CUCAMONGA CA (951) 741-2107
90.0RM 100 6 1V10 MPH
@d08828
(818)452.7021 FAX 4031810 eelea®duralum.o"m
SHEET 11 OF 33
L_ SPLICE DETAILS Q 1) 1 BEAM TO POST DETAILS (12)
SIMPLE SPLICE FULL MOMENT I I
I I 1 1
410 S.M(kTOT.S. II #12 S.M.S. II
TYP. THICKNESS =.035' (24 TOT NP. THICKN�S =.035'
++ + e. e•
II i�II
++
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS
SPLICES - ROLLFORMED & EXTRUDED FASCIAS
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPUCE (ONE SIDE OF WEB) MAY BE USED.
I_ 3" I --- - - - - - -
SPLICE WHE
OCCUR
ALUM. ALLOY �16' 1" V
8083 -TB
4"1 -BEAM 3'-0"
MOMENTCSPUCE
NOTE: IF SPLICE: OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED.
SPLICE WH
OCCUI
ALUM. ALLOY
8083.78
7" I -BEAM
MOMENT CSPLICE
EA.
NOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR
I -BEAM ALUM ALLOY 30. POST,CONNECT WEB
(8081-T8) ALTERNATE I TO POST W/(2)-112'0
Sn, FBS THRU-BOLTS
�t� S0. POST
vN BEAM TO POST CONN.
/11
#12 METAL BACKED.
NEOPRENE WASHERED
IFTEK SCREWS ((,� B'O.C.
STAGGEFFIN BEAM
FLANGE
ROOF PANEL
47X3' ALUM.'I" BM. OR(4)-1/4'0 M.B. BEAM
7•x4' ALUM. 'I' BM. If TO BRACKET
2- 318'0 M.B. THRU STL. T
BRACKETTO POST.
POST, SEE SCHEDULE — r—
ALTERNATE BEAM TO POST CONN.
I.C.C. E.S. EVALUATION
DRAWN 8Y: E.N.
. E.N
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD .
COVER SYSTEM AS MFG. BY:
NUMBER
DATE: 1l11
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
SPLICE DETAILSER-
10, 20 a 30 PerDURALUM
HORIZ. WIND •
PRODUCTS, INC.REPORT
8289 ALPINE AVE., SACRAMENTO, CA 95828REVISED
BY:
RANCHO CUCAMONOA, CA (951 7414107
I
90, 100 8 110 MPH]PATIO
(818) 452-7021 FAX 403-1519 581ee®dumium.eom
SHEET 12 OF 33
DECOTIVE FASCIA
,UK OR HARDSORD)
2-014 x VY S.M.S. EACH SIDE OF 3'
30. POST 4 -TOTAL
ALTERNATE: iN-0 �OLT WI WASHER
EA SIDE OF 3- SO. POST
8
1. 10-
2.W j, 3.30. POST
ASL&T Rt ATE 1/04'0 SOT WI WASHER
FA SIDE OF 3'60. POST
BEAM TO POST CONNECTION DETAILS
' x 8" x.042" BEAM,
'SQ. STEEL OR
IAG BEAM.
(4)-#14 SDS @ EA. SIDE
TOP & BOTT. TOT =16
X 3" ALUM. OR
TEEL POST
oR°P2ao- 3- sG. Posr vy
GUTTER FASCIA
MAG BEAM 3' 60. POST
3"SO. STL. BEAM 13 H - BRACKET TO POST
ALUM. ALLOY 3105-1125
50".(f 1.50"
28' 2" 2"
.018"
#8 x 2 'SMS, 2 1l2"
P2......, .
1 1/2" SQ. OR 2" LATTICE TUBE
Q ALUM. ALLOY 3105-1125
.2C7"
I J "L
1 1/2' SO., 2' Sc.,
OR 2'x3" LATTICE
@ 3.O.C. MIN.
"^ TO 8"O.C. MAX.
®17
2"x3" LATTICE TUBE 1 LATTICE TUBE TO RAFTER
"L" FASTENERS
1'-0"
4 - #14 SDS
2'-0"
6 - 914 SDS
3'-0"
12 - #14 SDS
FASTENER SPACING -.V4*
414 x 1/2" S.M.S. TOP
& BOTT. (2}TOT.
ROOF PANEL
ROLLFORMED OR —
EXTRUDED GUTTER
#14 S.M.S. 012.O.C.—
FASCIA
6112"x2'x.024 —
RAFTER
FASTENER TO FASCIA - SEE TABLE
— FASTENER TO RAFTER TAILS - SEE TABLE
jqz— OPTIONAL LATTICE TUBES
0
00
o a v GROUP FASTENER 8 1l2'
00
ALUM. BRACKET X
Y 1" "L' SEE TABLE
RAFTER "TAIL" TO GUTTER. 15
No .313�� Q
1 1/2" t = .040" @ 6063-T6
(4) - #14 x 3/4"TEK SCREWS
BRACKET TO RAFTER
��lllrIN.
(4) - #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS
BRACKET TO BEAM O
'�U" BRACKET - RAFTER TO BEAM 1$
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, WC.
LIVE LOAD "
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 1111/2011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
I
SEAM TO POST
ATTACHMENT
f0, 20 6 30 pet
110. 20 WIND "
DURALUM PRODUCTS, INC.
8289 ALPINE AVE., SACRAMENTO, CA 85628
I
ER
REVISED SY:
RANCHO CUCAMONGA. CA (951) 741-2107
90, 100 6 110 MPH
(918)452.7021 FAX 4011619 aelee®durelumtom
SHEET 13 OF 33
DOUBLE RAFTER
CONNECTION DETAILS
BEAM
TO POST CONNECTION
LIVE LOAD"
PATIO COVER SYSTEM AS MFG. BY:
BEAM SPLICE TO
DATE: 1/112011
LATTICE
OCCUR DIRECTLY OVER 5/8" 0 PLASTIC
DURALUM PRODUCTS, INC.
REPORT NUMBER
1 POST. NOT PERMITTED PLUG WHERE
1 1/2" OR 2"LATTICE
#8 S.M.S.
FESSIQN 6 SCREWS
I ® 2 -POST UNITS SCREW IS INSIDE
ALTERNATE 1/2"
DOUBLE RAFTER- Q
q� PER SIDE
, Cq/Lfp
I
BOLT CONNECTIO
PLAN 2 �Q
tgy
��
SHEET 14 OF 33
5. #14 SMS MAY
ALTERNATE:BE
4!EAC WQ ��
Z 3.5"^
USE AS
3.5' ALTERNATE TO
RAFTER TO COL. - Z
CONNECT. (8 -TOT
r m
3.5"
3.5'
1/4"0 BOLTS
W
0.3794$
11
j3 *
8" BEAM
❑1 OR ❑2
5'
4.6"o W
C SFO 8-#14 SMS
ol
1.
EACH SIDE
� I 6 1/2" SIDEPLATE EA.
SIDE SEE POST SCHED.
3"x 3"STL.POST (24')
INSERT ATTACHED OR
O
ALTERNATE:
(2}2x8.5' OR
#14 SMS EA. SIDE
TOP, MID HEIGHT
3'x 3'STL.POST COLUMN
(2}3-x8'HEADER
AND BOTTOM.
3"SQ. POST BETWEEN SIDE PLATES
FOR FREESTANDING
-BOLT
(2) -1/2
BEAM TO POST CONNECTION 21
SIDEPLATE
2'x 6.5' TE
POST SCHEDULE
DBL. RAFTER / DBL. HEADER CONN. 19
a
3" SQ. x .032" + (2)-2" x 6 1/2" x-3" SQ. x .032" + (2)-2" x 61/2" x.032"
W/ (8)-#14 S.M.S. EACH SIDE. 2] W/ (6}#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB
ONLY
USE ON CONC. SLAB OR FOOTING.
#8 S.M.S. EACH SIDE
LATTICE 1 1/2" OR 2" EXISTING
SHEATHING
3 2'x8" LEDGER
(NEW OR EXIST.)
2'x6.5" OR 3'xB" RAFTER u~i
ALTERNATE: 1/2" BOLT
ALTERNATE: Zn (2) SDS25412
(2} #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION c
(4 -TOTAL)
ALTERNATE:
(2)- 2x8.5' OR (2}3'x8" HEADER f EXISTING
ALTERNATE: 1" STUCCO OR EQUAL
3"x3'x0.024 (1) - 1/2' BOLT OR 2.5" PENS. INTO EACH WOOD STUD
CONNECTOR (2} #14 S.M.S. EACH RAFTER
EXIST. STUCCO / LEDGER
STUB COLUMN TO DOUBLE HEADER CONN. 20 ATTACHMENT DETAIL 22
DBL. 3"X8'X.042 BEAM
OR OBL. 2X6.5'X.032" BEAM
�— 5/8" 0 ACCESS HOLES
INSTALL 6 - #14 X %'
3" SO. POST LONG SDS Q EACH
HEADER TO COLUMN
(12 FASTENERS PER
CONNECTION)
DOUBLE HEADER TO
COLUMN DETAIL 23
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD"
PATIO COVER SYSTEM AS MFG. BY:
DATE: 1/112011
LATTICE
10.20 8 30 P31
DURALUM PRODUCTS, INC.
REPORT NUMBER
SCALE: NONE
IREVtSEDBY.
COMMERCIAL ANO RESIDENTIAL STRUCTURAL ENGINEERING
I
CONNECTIONS
HOR12. WIND "
8239 ALPINE AVE, SACRAMENTO. CA 95828
ER-
RANCHO CUCAMONGA. CA (351) 741-2107
90, 1100A 110 MPH
(813)462.7021 FAX 403.1518 aelea(apEuralumcom
SHEET 14 OF 33
10# L.L. 100 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS _ EXP -13 & C
+► THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B -a
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
I.C.C. E.S. EVALUATION
DRAWN BY; E.N.
DATE: III WWI
�� "
3 SQ. STEEL BEAM DBL. 3 x8
„ " DBL.2"x6.5"x.032" BEAM 3"x8" DBL. 3"x8" BEAM
x.042 BEAM 3x8 BEAM w/INSERT
LIVE LOAD.
10, 20 b 30 pal
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
) OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT
SCALE; NONE
MAX.POST
FREESTAND
ATT.
MAX.POST
5 p
MAX.COL
FREESTAND ATT. MAX.POST 1 LMAX.POST- FREESTAND ATT.' FREESTAND *ATT. FREESTAND ATTACHED
MAX.POST MAX.POST
5 p
m -
3
ONSLAB*SPAING
(SPAN)
FTG. SPACING SPA
(
SPACING SPACING r'
FOR DBL FOR 3' x 8' FTG. MIN. OSTFTG. SPACING FTG MIN FTG. SPACING �G MIN. FTG. MIN.
FTG. MIN FTGPOST
(�) PO
m
FTG.
MIN
(IN.)
(POSTIN.)
POST. BEAM (IN.) n (M.) (IN.) (IN.) (SPAN) (IN.)
(IN.) ON.) (IN')
TYPE
,2'XB.5k.032' TYPE TYPE
TYPE TYPE
4'
r17'-'0'
12'-0;
30
(�
1314 19'-7;
31
G
1517 13-411,-0" 13'-10'3, 30
G
1718 25 -24'-0"
33
G
1618 36'
37
G
1820 B
4'
d
�_6"
8,-6"
1 "
.
34'-0"
$
13-7
11--2"
31
G
13 17'-6"
31
G
15 11'-11" 12'-5" 31
G
17— '22'-9"
32
G
17 32'-2"
35
G
19 B
5,
10'-9"
15 16'-6
17 9--10" 11'-8"
18 21'-6"
19 30'-5"
21 E
6'
11'-4"
10'-6"
33
G
14 16'-0"
33
G
16 10'-10" 11'-4" 33
G
18 20'-9"
33
G
17 29'-4"
35
G
19 B
6,
10'-1"
15 15-1 "
18 9'-0 10'-8"
"
19 19'-7"
19 27'-9"
22 E
7'
9'-8"
9'-119
34
G
1416 14'-104,-0.
34
G
167 10'-1" 10'-6"9
34
(�
19' 3"
t 81
34
�j
1 20 27 -25'-8"
34
Cj
20
22 B
7,
7"
8 8-�" 11 ^
g g,-2^
E
$'
8'-6"
9'-6"
35
G
15 13'-1
35
G
17 9'-5" 9 -9"
35
G
19 18'-0"
35
G
18 25'-5"
35
(�
20 8
8,
9'-2 „
17 13'-1
19 7 -9 9 -3
" "
20 17'-0"
20 24'-0"
23 E
9'
7'-7"
9-_2"
37
G
15 13'-1" "
37
G
17 8'-10" 9'-3" 37
G
19 17'-0"
37
G
18 24'-0"
37
G
21 E
90
8'-10 "
17 12'-4
18 7 -4 ° 8'-9"
"
20 16 -0 ^
21 22'-8 "
23 F
10'
6'-9"
8'-108-6"
38
G
1517 12' S
38
G`
t719 8'-5" 6'-9"
38
C7
1 21 16' 15'-2^
38
G
1921 22'-921,-6"
38
G
Z124 E
10,
t--8"
7--0" g._3"
F
11'
6'-2"
8--7"
39
H
18 11'-1
39
H
17 8'-0" 8'-4"
39
H
20 15'-4
39
H
1g 21'-8"
39
H
21 E
11'
.
8._1"
18 11'-2"
20 6'-8" 7'-11"
21 14,-6"
21 20--6"
24 F
12'
5--8"
8'-3"
39
H
18 11'-4"
39
H
18 7'-8" 8'-0"
39
H
20 14 -8
39
H
1 g 20'-9"
39
H
22 E
12'
7'-9"
18 10'-8"
20 8'-4" 7'-7"
21 13'-10"
22 19'-7"
24 F
13'
S'-2"
7'-11
40
�..�
1618 10'-10 U
40
H
7--0„ 7--8"
18
40
H
20 14'- 3,,q^
40
H
2022 19 -18
40
H
22 E
13'
8°
-3"
0 6'-1 ^ 7-_3"
2
=10^
25 F
7--7'-
41
H
16 10'-6"
41
H
18 7'-0" 7'-5"
41
H
20 13 -7
41
H
20 --0'
41
H
22 E
14-
7--2"
18 9'-11"
20 5'-11" 7'-O"
22 2'-10"
22 18'-2"
25 F
15'
714jj
42
H
1719 10 -1 "9,_6"
42
H
1821 6'-6" 7'-2"
42
H
2 131
42
H
2 18'
42
H
2325 E
15,
6'-11"
5�-g" 6._9"
22 12'-5"
22 17'-6.
F
+► THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B -a
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
I.C.C. E.S. EVALUATION
DRAWN BY; E.N.
DATE: III WWI
TOM CAMPBELL 8 ASSOCIATES, INC.
LATTICE
POST SPACING TABLE
LIVE LOAD.
10, 20 b 30 pal
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
REPORT NUMBER
SCALE; NONE
COMMERCULL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
AND ATTACHED
8289 ALPINE AVE. SACRAMENTO, CA 88828
- ER-
REVISED BY:
RANCHO CUCAMONDA CA (B51) 741.4707
tONL.L. 100MPH
0,700 8 11ND 0 MPH
(078)452-7027 FAX 403.7518 ealea�dweMn.com
SHEET 27 OF 33
r 10# L.L. 110 MPH FREESTANDA ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C -1
• THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
ROTE:
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. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE'
v
FIGURE INDICATES EXPOSURE B
f�]_ FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
LC.C. E.S. EVALUATION
DRAWN BY: E.N.
3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.Tx6.5"x.032" BEAM 3"x8" BEAM WINS RT DBL. 3"x8" BEAM
LATTICE
POST SPACING TABLE
>
PATIO COVER SYSTEM AS MFG. BY:
OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT
REPORT NUMBER
DATE: 1/1112011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
'ATT.
5
Ma
MAX.COL.
MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. MAX POST FREESTAND FREESTAND ATTACHED
MAX.POST
0
m3
SPACING
ON SLAB*
SPACING MIN SPACING MIN SPACING SPACING MIN SPACING MIN. SPACING MIN. MIN.
FTC' FTC' (SPAN) �G' FTG. FOR DBL FOR 3'x8' FTG. �C'' (SPAN) FTG' �G' �G' �G'
em�i
SHEET 28 OF 33
(SPAN) POST POST POST POST (SPAN) POST POST
(IN.) (IN.) (IN.) (IN.) 2'x8.6'x.03Y BEAM (IN.) (IN') (IN') (IN.) (IN.) ON')
F
TYPE TYPE TYPE TYPE TYPE TYPE
4'
17'-0"
11'-9"
30
G
13 19'-1"
30
H
16 12'-1° 13'-0"
30
H
17 24'-1
33
H
17 35'-1"
36
H
19
B
4'
11'-3'
15 17'-10"
18 9'-10" 12'-7"
18 23'-2"
19 32'-9°
22
5'
13'-7"
10'-11"
31
G
14 17'-1"
31
H
12'-1"
16 10'-10�-
31
H
18 22'-2"
32
H
18 31'-4"
35
H
20 B
5,
10'-5 "
16 15'-11"
18 B 10 11-3"
"
19 20'-8"
20 29'-3"
22 E
6°
ll' -4"
10
33
(�
1517 15'-714'-6°
33
H
1719 9'-1a' 11'-0"10,-3"
33
H
1 30
33
H
1 21 28, 26'-9"
34
H
2123 B
6,
9�-10„
8,-1 ^
20 y8'-11 ^
E
7,
9,$"
9'-9"
34
i7
15 14'-5"
34
17 9'-2" 10'-2'
34
�„�
19 18'-9"
34
H
19 26'-s"
34
H
21 B
7,
9'-4"
17 13'-5"
19 7'-5" 9'-6"
20 17'-0"
21 24'-9"
24 E
$
8 "
9'-4°
35
G
16 13'-6"
35
H
18 8'-7" 9-6-
35
H
19 1 T-6"
35
H
19 24'-1
lr�22
35
H
22 B
8,
8'-11 °
18 12'-7'
20 T-0 8 -11
"
21 16'-4"
23'-2"
24 E
9'
7'-7"
9'-0"
37
G
16 12'-9"
37
H
18 8'-1" 9'-0"
37
H
20 16'-6"
37
H
20 23'-5"
37
H
22 E
9'
8'-7 "
18 11'-10"
20 6'-T 8-5"
21 15'-5"
22 21'-10"
25 F
0'
6'-9"
8'-8.8,-2"
38
G
1618 12'-111,-3"
38
H
1 7'-� 8' S"
38
H
2 15'-84
38
H
2 22 22,- 20'_e•
38
�..�
Fr -2-5 E
10,
20 6'-3" 8'-0"
21 -8"
F
11'
6'-2"
8 4T-10"
39
�-j
11'-610,-9.
39
H
1 7.3 a'-2"
39
H
2 11"2
39
H
2''-19'-9.
39
H
2 25 E
11'
21 5'-11" 7,-7„
22'4.13'-11„
23
F
12'
S'-8"
8'-0°
39
H
11'-0197'0"
39
H
7'9"
39
H
21 1 -4"
39
H
21 20'-3"
39
H
23 E
,
1213'
, 6"
10'-3"
r17
21 5'-8" T-3"
22 13'-4"
23 8'-11"
2s F
S'-2"
7 -8
40
H
10'-7
40
J
1 21 6,�„ 7'-s"
40
J
2122 1312'-10"40
J
212319'18'-2"40
2 26 E
13'
7,
9'-10"
5 -s" r-0"
F
4'
4'-10"
7'5'-11"
41
H
10'-2"9,-6.,
41
J
1 s'_5" T-0„
41
J
3
2917,
41
J
212418-9"
41
J
2426 E
14,
22 5'-3" 6'-9"
23 12,-4"
_6"
F
5'
kl
4'-6"
7-2"
42
H
18 9'-10"
42
J
20 6'-3" 7=0"
42
J
21 12'-10"
42
J
21 18'-1"
41
J
24 E
15'
6'-5"
19 9'-2"
22 5'-1" 6'-6"
23 1'-11"
24 16'-11"
27 F
• THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
ROTE:
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. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE'
v
FIGURE INDICATES EXPOSURE B
f�]_ FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
LC.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
LATTICE
POST SPACING TABLE
LNE LOAD •
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 1/1112011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
1D, 20 b 3o Pd
DURALUM PRODUCTS, INC.
ER-
SCALE: NONE
REVISED BY:
RANCHO CUCAMONOA, CA (951) 711.2107
AM ATTACHED
10 N L.L. 110 MPH
H RI bN1 0 MPH
8258 ALPINE AVE., SACRAMENTO. C 95826
(818) 452.7021 FAX 403.1510 "al"" Curelunxcom
SHEET 28 OF 33
Bin #'
City.of La Quinta
Building at Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta,-CA 92253 - (760) 777-7012
..Building Permit Application and Tracking Sheet
Permit #
it. own
Project Address:cK AiztOwner''s
Name:
A P. Number.
Address:
Legal Description:
-City, ST, Zip: 23
Contractor L �,�.,� �;t
r.�.c Rjytvr'^
Telephone:
Address: d 3t Gce
Project Description:
City,ST,Zip: L& Utk►� �'Zz.��"'
Telephone: (�(� ' %^% aG
State Lie. # : i3 --j%G tr4Z-
City tic. #: 375
Plan Check Deposit
Arch., Engr., Designer:
Address:
.City, ST, Zip:
Called Contact Person
Telephone::r��`'a`
State Lie. #:�;r
' "
:� x= ^�. �t--� �
Canshuction Type: -Occupancy:
Project type (circle one): New Add'n • Alter Repair Demo
Name of Contact Person:
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 Calcs.
4
�.,:y
Called Contact Person
'
Plan Check Balance
r`
Energy Coles.
Plans picked up
Construction
ZS
q'r
Flood plain plan
Plans resubmitted
Mechanical
--
Gradingplan
V Review, ready for correctionslissue
Electrical
Subcontactor List
Called -Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
I.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:
'"'-Review, ready for correctionslissue
Developer Impact Fee
Planning Approval
Called Contact Person
A.LP.P.
Pub. Wks. Appr
Date of permit issue
V4$6 sib
School Fees
Total Permit Fees