09-0223 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
09-00000223
Property Address:
48529 VIA AMISTAD
APN:
646-122-020- - -
Application description:
PATIO COVER - RESIDENTIAL
Property Zoning:
LOW DENSITY RESIDENTIAL
Application valuation:
2793
Applicant: 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 CCla�ss:� BB License No.: 770843
Date:Contractor:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any. violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars (5500).:
(_ 1
1, as 6wner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or impioves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
1 _) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractors) 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 foi which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name: _
Lender's Address:
LQPSRNIT
Owner: '-
FOSTER - MORGAN
48529 VIA AMISTAD
LA QUINTA, CA 92253
(909)496-1314
Contractor:
LIFETIME PATIOS
P.O. BOX 5806
LA QUINTA, CA 922
(760)772-0013
Lic. No.: 770843
VOICE (760) 777-7012
FAX (760) 77777011
INSPECTIONS (760) 777-7153
Date: 3/11/09
------------------
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers' compensation; as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier ENDURANCE REISN Policy Number WEN0015766-01
I certify that, in the performance of the work for which this permit is issued, I shall not employ. any
_ person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should become subject to the workers' compensation provisions of Section
337700 of the Labor Code, I shall forthwith comply with those provisions.
Date: _�[/v/�' Applicant:.
WARNING{:_ FAILURE TO SECURE WORKERMPENSATION 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
orwhose 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 this cou y t enter upon the above-mentioned property for inspection purposes. ,
Date: Signature (Applicant or Agent):
1
_
Application Number . . . . . 09-00000223
Permit PATIO COVER PERMIT
Additional desc .
Permit Fee. 54.00 Plan Check
Fee
35'.10
Issue Date Valuation
. . .
. 2793
Expiration Date 9/07/09
Qty Unit Charge Per
Extension
BASE .FEE
45.00
1.00 9:0000 THOU. BLDG 2,001-25,000
9.00
--,Special Notes and Comments
--- - - - - - -
PATIO COVER 10 IN FT X 21 LN.FT PER 2006
APPROVED PLANS.
---IBC_2006IRC;-2007CBC_&
- -
--- ---------------------------
Other
Other Fees . . . . . . . . BLDG. STDS. ADMIN (SB1473)
--------------------
1.00
Fee summary Charged Paid Credited ,.
Due
Permit Fee Total 54.00 00
.00
54.00
Plan Check Total 35.10 .00
.00
•35.10
Other Fee Total 1.00 .00
.00
1.00.
Grand Total 90.10 .00
.00
90.10
- . LQPDMIIT - r
Bin #
City of La uinta
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
g
Permit #
`�.�-�
_
Project Address:* •. - " - -
Owner's Name:
A- P. Number:
Address: - i- S b S
Legal Description:
Contractor: //F TAIL / /,.S
City, ST, Zip:
Telephoner
Address: �® �jfXQ�
Project Description'
City, ST, Zip: �A QV//�%� fir eA ��� 7
Telephone: 76o - 77 ^/
21
Y.1 V0 i i
State Lia # : %� ' % %08 3.
City Lic. #: 3aa $ .
Arch., Engr., Designer:
au
d
Address:
City, ST, Zip:
Telephone:
State Lic. #:
sF� rdw�'"
u •axe iif K?t. • ��.3'•j
,
Construction Type: Occupancy:
Project type (circle one): New Add'n . Alter Repair Demo
Name of Contact Person: .d axles ,o
Sq. Ft.a/0 ;
# Stories:#
Units:
Telephone # of Contact Person: '76L 66$
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd _
Rec'd
TRACIONG _ .
PERMIT FEES
Plan Sets
1.
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plain Check Deposit
Truss Cales.
Called Contact Person
Plan Check Balance
Energy Calcs.
Plans picked up
Construction
Flood plain plan,
Plans resubmitted
Mechanical
Grading plan
tad Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing .
Grant Deed
Plans picked up
S.M.I.
H.OA..Approval
Plans resubmitted
Grading
IN HOUSE:-
"d Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P. + .
Pub. Wks. Appr•
Date of permit issue
School Fees
Total Permit Fees
TOM CAMPBELL & ASSOCIATES, INC.
Commercial and Residential Structural Engineering
(951) 7411-2107
February 25, 2008
Building Official
Local Authority Having Jurisdiction
r
RE: Duralum Products, Inc. Patio Covers Design. Parameters
This letter affirms that the Duralum Products, Inc. patio covers, installed at the site
address noted below;,with solid roof panels or lattice purlins, as cited in the attached
standard plans identified as Job No. GF07-0674 and containing my professional
engineers stamp and signature, comply with the roof live, snow; wind and seismic
loading requirements cited in the 2006 International Building Code, 2006
International Residential Code, 2007 California Building Code, ASCE/SEI-7-05
(Minimum Design Loads for Buildings and Other Structures) and the 2000 Aiuminum
Design Manual; ADM -01. n
The standard plans accompanying this letter must properly identify all site-specific
information necessary for plan submittal to the local authority having jurisdiction by
highlighting those structural framing member sizes and details relevant to the patio
cover's construction at the address noted below. All work relevant to the construction
of the approved patio cover must be in accordance with the attached standard plans
as approved by the local authority having jurisdiction.
Please contact me at (951) 741-2107 or at ticampbell(cDcharter.net should you
require additional information.
Sincerely,t f OLU
ROEESsj��
OG NO.37WB
:Tom Camp II, PE 1 EXP. 3131/09 ;V
Site Information
Owner's Name
Address
City/Town
State
04. t -57-4
44
973
R
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES: JUN 0 2•
.GOVERNING CODES : i
-1. THE DESIGN COMPLIES WITH `THE'2006-INTERNATIONAL'BUILDING-CODE,`2006-INTERNATIONAL'RESIDENTIAL:CODE, 2007 CALIFORNIA BUILDING CODE,
ASCE/SEI-7-05-Ml NI MUM DESIGN LOADS FOR BUILDINGS-AND-OTHER-STRUCTURES.AND THE -2000 ALUMINUM_ MANUAL-ADM.1-00.
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. i
7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH 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 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 ZE
DESIGN CONSIDERATIONS:
14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/2 INCH PER FOOT.
15, MINIMUM PATIO COVER SIZE: 80 SQUARE FEET.
.16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET.
17. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13.
18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN
ASCE/SEI 7, SECTION 6.5.7.1.
19. THE FREESTANDING AND ATTACHED SOLID PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN
STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13.
20. THE FREESTANDING AND ATTACHED LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN
STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13.
21. THE RATIO (HP). PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR
WIDTH (P, FT), SHALL NOT EXCEED ONE (1).
22. THE RATIO (UP), PATIO COVER LENGTH (L. FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P,
FT). SHALL NOT BE LESS THAN ONE (1). ,
MATERIAL SPECIFICATIONS:
23. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED
WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS.
24. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. '
25. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500, POUNDS PER SQUARE FOOT. DESIGN'LATERAL SOIL BEARING
PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER
SECTION 1804.3.1 OF THE IBC AND CBC.
26. EMBEDDED STEEL.MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR
ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO
ASTM A653, GRADE 40.
27. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS
SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE.
REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
28. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE Hui KWIK BOLT TZ CARBON
STEEL ( ICC -ES ESR -1917) OR APPROVED EQUAL.
NnTFS- AI I rnMPnNFNTS ARE INTFRCHANGABLE UNLESS OTHER WISE NOTED
kQ 37W�
EkR =1/0
DESIGN LOADS:
11. RESIDENTIAL APPLICATIONS -IBC CHAP, ER 16, IBC APPENDIX CHAPTER I AND IRC APPENDIX H:
ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT
SNOW LOADS: GROUND: 50 POUNDS PER SQUARE FOOT.
ROOF: 30 POUNDS PER SQUARE FOOT (EXPOSURE C. NON -HEATED STRUCTURE).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
100 MILES PER HOUR, EXPOSURES 8 AND C.
110 MILES PER HOUR, EXPOSURES B AND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
13. DESIGN LOADS COMBINATIONS ARE IN'AI
i
ROOF LIVE LOADS: 20 POUNDS PER
SNOW LOADS: GROUND: 50 POUNDS
ROOF: 30 POUNDS PER SQUARE FOOT (
ORDANCE WITH IBC SECTION 1605.3.2.
ER 16.
FOOT.
FOOT.
C, NON -HEATED STRUCTURE).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES BAND C.
100 MILES PER HOUR, EXPOSURES B AND C.
110 MILES PER HOUR, EXPOSURES B AND C.
SEISMIC LOADS: SITE CLASSIFICATION DI SEISMIC DESIGN CATEGORY D.
t
DRA- BY: K.K.
TOM CAMPBELL & ASSOCIATES. INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 1012312007COMMERCIAL
AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 8 30 PSI
DURALUM PRODUCTS, INC.-.
SACRAMENTO, CA 95826
-
SCALE: NONE
RANCHO CUCAMONGA. CA (95 1) 741-2107
GENERAL NOTES
HORIZ WINO =
AA 1MR110 MPH
MALPINE AVE.,
l041'dF7-70J1 FAX df111614 minclriidurabim rnm
SHEET 1 OF 29
REVISED BY K K. 8 D P
t
RAFTER. SEETABLE - - _ + , . - . • t � E17�'• • - ,
FOR SIZE.. - OPEN LATTICE TYPES-• :rSTS"GBS, ,
• AND SPACING' • J - • 4p NC
• n -" NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAX. HEDPROL -
y�
MAX. PROD. "C' Bp, MAY NOT BE ENCLOSED OR COVERED. SEE SCHEDULE T+ h �'�
SEE 5CHEUULE,• 40,�, -. p .
......iii MAX. O.H. ! G • RAFTER. SEE TABLE 6 _
?s 25% OF SPAN 0' - FOR SIZE
kOp{- AND SPACING
OSTs�RH M-
/
75 OF SPAN • • Ii
1 .POS HHEIGHT, � - SpgcNC P � • ,• '
3 ! ' SEE SCHEDULE `'CLgOG• - - If :, • .
ff� - POST HEIGHT II '
F( 16 ' SEE CH DULE I OG•
LENGTH OF STRUCTURE VARIES OVF •OP
e
' OST WITH SIDE-
e PLATES SEE DETAIL` LENGTH OF STRUCTURE VARIES I NNNgIIgq,,�'(���IIryGI �'
T�4FC' f , �j� `•. I - •. ...' VW• - -
• p` 'POST WITH SIDE -
3 12' SLAB ATTACHMENT (� OSTSp PLATES SEE TAIL
NOTE: EACH COMPONENT IS INTER- ' �s MAY REUSED WHERE - JUN O 21009 FFT 4q '
CHANGEABLE WITH ANY OTHER sF rSp - PERMITTED. �4F NC
COMPONTENT UNLESS OTHERWISE SHOWN. FT g04y SEE SCHEDULE L 3 12 91AB ATTACHMENT
+F °' ` I; QF tj j JIOTE: EACH COMPONENT IS INTER- �s MAY BE USED WHERE
WHERE REQUIRED, lam: GEABLE WITH ANY OTHER _ `rF4c �Sp PERMITTED. `
'SEE SCHED. FOR FOIN1 C pa NTENT UNLESS OTHERWISE SHOWN - TgetFG�NG �. ` +•, SEE SCHEDULE
OPEN•LATTICE-TYPE PATIO COVER Q: : NOTE: THIS OPEN LATTICE -TYPE ST A`-� . A C
-;� - NG WHERE REQUIRED.
SCALE: NTS ' - MAY NOT BE ENCLOSED OR • Ate �C ` + SEE FOOSCHED. FOR FOOTING CUBE SIZE
iTYPE" E ATTACHED SINGLE SPAN_LATTICESTRUCT ti TYPE F ATrACHED'MULT ISPAN LATTICE STRUCTURE
.t t. ) t. tt
-' - NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
EXp- q Wp31 1: MAY NOT BE ENCLOSED OR COVERED. ,
RAFTER, SEE TABLE MAX. PROJ. 4^F� i MAX. PROJ. I •�
-' FOR SIZE SEE SCHE U NOTE: THIS OPEN LATTCE-TYPE TUR % SEE SCHEDULE w
AND SPACING MAY, NOT
' ' ` RAFTER. SEE TABLE
FOR SIZE
ZSy ,y MAX. O.H. O.H - - ' AND SPACING
OF '4I; 25% OF SPAN l
- pOSTO�R - • •' O.H 1
t Sp .yam tj
ok 01 25% 6F SPAN
OST MEIOHT '1C,N
SE HEDUIE•' BOE ..- - C '
'• _ �6 :a - OST HEIGHT -
+SE HEDULE _Y
i O
LENGTH OF STRUCTURE VARIES - • °�� FC
pAI OST CROSS -SECTIO
SEE POST D + LENGTH OF STRUCTURE VARIES r _
• OS EThhhggq''�_,��J�j���,➢p�j ..
1 SFFT,�pgOjN .7 POST CROSS-SECTION.
• <F G A f, �� SEE POST OET L ,
NOTE: EACH COMPONENT IS INTER- p0 312-SLABMAY BE USED
sFFT9apgG,N
CHANGEABLE WITH ANY OTHER ' ' sFF TSp O CONSTRAIN -C " ` {1 MAY B USED I' '
COMPONTENT UNLESS OTHERWISE SHOWN. T�4e Nc �� FOOTINSCHEDG. EE NOTE: EACH COMPONENT (SINTER- post `' TO CONSTRAIN
S TS o - FOOTING, SEE
CHANGEABLE WITH ANY OTHER FF pq SCHEDULE
OPEN LATTICE -TYPE PATIO COVER FoonNcWHERE �IEauIRED COMPONTENT.UNLESS OTHERWISE SHOWN, Tge4Fc�"G
- _ SCALE: NTS L SEE SCHED. FOR FOOTING CUBE SIZE - - FOOTING WHERE REQUIRED
SEE SCHED. FOR FOOTING CUBE SIZE _
TYPE "G" FREESTANDING SINGLE SPAN LATTICE'STR,UCTURE TYPE "H" FREESTANDING MULTISPAN L.ATTICE STRUCTURE
' -
DRAWN BY: K -K. ..
TOM CAMPBELL d ASSOCIATES, INC.
LIVE LOAD a. '' %(]DURALUM
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674 -
_
DATE: 10232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
10, 20 d 30 psf '
PRODUCTS, INC.
•
SCALE: NONE
�
RANCHO CUCAMONGA: CA (951) 741-2107. , r
STRUCTURES
HORIZ WIND= '
8269 ALPINE AVE., SACRAMENTO, CA 95826 '
I
SHEETt3 OF 29
REVISED BY: K.K. d D.P;
-
90,100 d 110 MPH
(916)452-7021 FAX 403-1519 seies®durBtum.com
SOLID PANEL TYPES
ATTACHMENT CHANNEL C
ENGTH
SEE OF PANEL
ALUMINUM SEE DETAIL qNE PR JE TOS F � S TVANFS
FOR SPANS OSED
0. . SPS
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
POS OPTIONAL: CANTILEVER
S SCHEDULE SO. POSTS. SIZE VARIES SEE SCHECING
O CES SE R
POST SPACING
3 12" SLAB ATTACHMENT O25 OT TO F
MAY BE USED WHERE ALTERNATE: QFSPgNCE O
PERMITTED. SINGLE POST
SEE SCHEDULE SEE SCHEDULE
MAX. HT.= 12'
NOTE: NO SPLICE AT THI�
r POST AND A END BAYS.
FOOTING WHERE REQUIRED ✓ Y3 )
SEE SCHEDULE FOR FOOTING CUBE SIZE c
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER C
COMPONTENT UNLESS OTHERWISE SHO
rir�r nnu n-rr•n I -"l 1rf-% C+l Klnl r C PrIAAI 1n//r�AAITII minim rim-rir-
ALUMINUM
ALUMINUMvFSTRUC
ROOF PANEL
SEE SCHEDULE
OOF PANEL MIN. 0.5" SLOPE PER FT.
FOR SPANS
>25%t?
5
"O.H' NOT TO EXCE
10, 20 6 30"
OF SPAN
l.
SEE DETAIL FOR SPLICE
SCALE: NONERANCHO
O.H
POST
�
SP
SEF SC qC/NG
SQ. POSTS, SIZE VARIES
REDUCES
REVISED BY: K.K. 8 D.P.
3 1/2" SLAB
90. 100 d 110 MPH
MAY BE USED
ALTERNATE:
TO CONSTRAIN
SINGLE POST
FOOTING, SEE
SEE SCHEDULE
SCHEDULE
pOSTOPTI
(Mq y NOT BF ENCLOSED )
SEE SCHEDULE FOR
POST SPACIN
H.
25% OF g AN EEO
SPLICE AT THIS
AT END BAYS.
i
im
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
3Si�y HT.= 12'
SEE SI
37948
3131109
ATTACHMENT CHANNEL
SEE DETAILS
MIN. 0.5" SLOPE PER FT.
N 0 2 7008
ARE REQUIRED
!:'t FOR FOOTING CUBE SIZE
n,
T:
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
J
ALUMINUMvFSTRUC
TOM CAMPBELL a ASSOCIATES. INC.
LIVE LOAD -
OOF PANEL MIN. 0.5" SLOPE PER FT.
O.H TURF VARIES
SEE SCHEDULE
FOR SPANS
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
Mqy NO
reFEN
10, 20 6 30"
DURALUM PRODUCTS. INC.
l.
CLOSED
SCALE: NONERANCHO
O.H
SP
�
8269 ALPINE AVE.. SACRAMENTO, CA 95826
"O.H' NOT TO EXCEED 25%
SP
REVISED BY: K.K. 8 D.P.
OF SPAN
90. 100 d 110 MPH
(916) 452-7021 FAX 403-1519 sales®dumlum.wm
SEE DETAIL FOR SPLICE
BEAM
�
pOSTOPTI
NAL: CANT EV
SE E SCHEDULE R
SQ. POSTS, SIZE VARIES
SFFSCHEpUL s
PtjST SPACING
3 1/2" SLAB
OH.N
25� OF
MAY BE USED
TO CONSTRAIN
ALTERNATE:
SINGLE POST
Sp EO '
FOOTING, SEE
SEE SCHEDULE
SCHEDULE
NOTE 0 SPUCE A THIS
POST rD AT END BOYS:
FOOTING WHERE REQUIRED FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER -
1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER
CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN.
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
DRAWN SY: K.
TOM CAMPBELL a ASSOCIATES. INC.
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 1023/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID PANEL
10, 20 6 30"
DURALUM PRODUCTS. INC.
l.
SCALE: NONERANCHO
CUCAMONGA, cn (951) 741 zt67
STRUCTURES
HDRIZ Vu1ND =
8269 ALPINE AVE.. SACRAMENTO, CA 95826
SHEET 2 OF 29
REVISED BY: K.K. 8 D.P.
90. 100 d 110 MPH
(916) 452-7021 FAX 403-1519 sales®dumlum.wm
RAFTER.,SPANS FOR O-P-EN_LATTICE COMMERICAL & PATIOS 90/100/110 MPH
2 ALUM. ALLOY 3004-H36
3" 6.5" '
OR EO UAL
MAX. 2"
SEE NOTE BELOW ALUM. ALL
• OR EQUAL
024" .024
LUM:•ALLOY 3004-H36 _ 032"
032•'
R EQUAL .042" -
' *SEE
EXPOSURE B & C
3004-H36 - 042"
OTE BELOW
3 x V RAFTER
90NEXP-C
100 MPH 110 MPH
EXP. EXP. B EXP.0 EXP.B EXP.0
28'-225'-7" 22,-6„ 25,_2„ 21•_2„
21'-021'-0121'-0" I,21'-0" 121'-0" 121'-0" I 21,_O-0" I,21'-0" 121'-0" 121'-0" I 21'-O"
17._2„ 17•_7 17,_2„ 17•_2. 17•_217•-2•• 17._2,. 17,_2„ 17._2", 17._2117'-2„
17,-317'�17'-3117'-317'-317._3„ 17._3„117'-3�17,_3�17•_3„ 17•_3„
14,_7 14,_2" 14,_2"• 14,_2" 14,_7, 14'-2•,
RS WITH 3" MAX. SPACING
SPANS ARE NOT EXCEEDED
PROJECTION—
SPAN
h
RIBUTARY TRIBUTARY= I
VVIDTH �1/2 SPAN - O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
TRIBUTARY
_
TABLE
x 2 6 1/2" RAFTER
(FT.)
-_
DATE: 1012312007
d'
c �,
RAFTER SPANS
DBL. 2 x 6 1/2" RAFTER
OURALUM PRODUCTS. INC.
8269�j'LPINE AVE.. SACRAMENTO. CA 95826
15'
c
n
H
(PSF)
(IN.)
c 100 MPH 110 MPH
90 MPH 1
N o EXP -B iEXP.C_'EXP.'B EXP.0 EXP. B EXP.0
L.L.=
(PSF)
"T'
(IN.)
m v 90 MPH
100 MPH 110 MPH
L.L.=
(PSF)
T'
(IN.)
a
u, o EXP. B EXP.0
EXP. B EXP.0 EXP. B EXP.0
lti
10
--�
024-
���
16"
14'-4"
13'_0••
13'_0"
11'-B"
12•_10•• 11•-4"
10
024
16
20•_3••
18'-4"
18'-4" 16,_6" 18'_1" 151-0"
10
.042
1
a
k 24" 11'-8'. 10'_7•• 10•_7•• 9'-6" 10,-4" 9'-3"
24" 16'-6" 15'_0"
15•_0" 13•_6•• 14'_5• 13•_1•
2
.032
__1 _r
16" 19•_1" 17'_4•• 17'4" 15'-6" 17•_1" 15•-4,
.032
16" 27•-0" 24'-6"
24'-0" 22-0 24.2 21'x"
24" 15'-6" 14,_2" 14•_7• 12'-e" 13'-11" 12._3
24' 22'-0" 20 _0
2D'-0" 18 _0" 19;-8' 1T�
.042.
16"
26'4'.
23'-10"
23'-10'
21'_6'•
28•4•
20'-10'
20
024
16"
15'_7•
15•_7•
15'_2•• 15._2" 15._2•• 15•_2"
20
042
1
24" 21'-6" 19'-6" 19'-6" 17'-6" 18'_9" 17'-0
2 4" 12'-4" 12'-4 '
12 -0 12-4 12.4 12-4
.024.032
16" 10._8" 10._8" 10'-8" 10'-8" 10'-8„ 10'-B"
16" 20'_2" 20•_2"
20•_2.• 20._2'• 20•_2•• 20•_2•.
24" 8'-9" 8'-9" 8'-9" 8'-9" .8'-9" 8'-9"
"
2a 16'-6" 16'-6"
15'-6" 16'-6" 15'-6" 16'-6"
20
.032
16"
14'_3"
14'_3,•
14'_3"
14'_3,•
'14'4"
14,_3'•
30
.024
16"
12•_5••
12'_5•
12•_5" 12'_5.• 12'-5" 12'_5•
30
042
1
24" 11'_8" 11'-8" 11•_8" 11•_8•• 11'-8" 11•_8'•
10'_2" 10•_7•
10'-2" 10•_2„ 10'_2•• 10•_2••-
042
16" 19'-8" 19•_8'• 19•_8,• 19'_8•• 19'-B" 19•-8"
03
t24
24 16'_1" 16'_1„ 16.1 16--l" 116--l" 16--l"
13'-0" 13'-6"
13'-6" 13'-6" 13'-6„ 13,-6"
3DJUN
.024
16"
e'-10"
e'-10"
e'-10"
e'-10"
8'-10"
. 8'-10"
* ENGINEER'S NOTE: WHERE SINGLE RAFTER` i$Ij0 pOUBLE F
BETWEEN MAY BE USED AT 32" c.c. OR 48'b � ZSNG S1 HT1.• LE RA
<j •r � 1
Q 2 20QB �► m
Y fVO37948 r �=
• `^N.3131 RL
X08
11j n
24" 7'-2" 7'-2" T-2" T-2" 7'-2" T-2"
.032
16" 11 _9„ 11'-9" 11 _9" 11 _9 11'_9" 11 _9„
24" 9. 7., 9, 7,. 9. 7„ 9, 7., 9, 7.. 9. 7,.
.042
16" 13'_6'• 13'_6" 13._6•• 13'_6'• 13'-6" 13'-6"
24" 13•_3" 13'_3'• 13'_3'• 13•_3" t 13•_3" 13•_3"
EXPOSURE B & C
3004-H36 - 042"
OTE BELOW
3 x V RAFTER
90NEXP-C
100 MPH 110 MPH
EXP. EXP. B EXP.0 EXP.B EXP.0
28'-225'-7" 22,-6„ 25,_2„ 21•_2„
21'-021'-0121'-0" I,21'-0" 121'-0" 121'-0" I 21,_O-0" I,21'-0" 121'-0" 121'-0" I 21'-O"
17._2„ 17•_7 17,_2„ 17•_2. 17•_217•-2•• 17._2,. 17,_2„ 17._2", 17._2117'-2„
17,-317'�17'-3117'-317'-317._3„ 17._3„117'-3�17,_3�17•_3„ 17•_3„
14,_7 14,_2" 14,_2"• 14,_2" 14,_7, 14'-2•,
RS WITH 3" MAX. SPACING
SPANS ARE NOT EXCEEDED
PROJECTION—
SPAN
h
RIBUTARY TRIBUTARY= I
VVIDTH �1/2 SPAN - O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
TRIBUTARY
WIDTH
TABLE
- CLEAR SPAN
(FT.)
JOB NO. GF07-0674
DATE: 1012312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFTER SPANS
to, 20 a 3o Pyr
HORI2. WIND
OURALUM PRODUCTS. INC.
8269�j'LPINE AVE.. SACRAMENTO. CA 95826
SCALE: NONE
REVISED BY: K.K. 8 D.P.
RANCHO CUCAMONGA. CA (951)741.2107
90. 100 a 110 MPH
(91G)i52-7021 FAX 403-1519 salasgdumlum.wm
SHEET 6 OF 29 '
EXPOSURE B & C
3004-H36 - 042"
OTE BELOW
3 x V RAFTER
90NEXP-C
100 MPH 110 MPH
EXP. EXP. B EXP.0 EXP.B EXP.0
28'-225'-7" 22,-6„ 25,_2„ 21•_2„
21'-021'-0121'-0" I,21'-0" 121'-0" 121'-0" I 21,_O-0" I,21'-0" 121'-0" 121'-0" I 21'-O"
17._2„ 17•_7 17,_2„ 17•_2. 17•_217•-2•• 17._2,. 17,_2„ 17._2", 17._2117'-2„
17,-317'�17'-3117'-317'-317._3„ 17._3„117'-3�17,_3�17•_3„ 17•_3„
14,_7 14,_2" 14,_2"• 14,_2" 14,_7, 14'-2•,
RS WITH 3" MAX. SPACING
SPANS ARE NOT EXCEEDED
PROJECTION—
SPAN
h
RIBUTARY TRIBUTARY= I
VVIDTH �1/2 SPAN - O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
v
DRAWN BY: KK
TOM CAMPBELL 6 ASSOCIATES. INC.
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 1012312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFTER SPANS
to, 20 a 3o Pyr
HORI2. WIND
OURALUM PRODUCTS. INC.
8269�j'LPINE AVE.. SACRAMENTO. CA 95826
SCALE: NONE
REVISED BY: K.K. 8 D.P.
RANCHO CUCAMONGA. CA (951)741.2107
90. 100 a 110 MPH
(91G)i52-7021 FAX 403-1519 salasgdumlum.wm
SHEET 6 OF 29 '
v
PANELFASTENERS
24"
24" TRI -'V" PAN tnQ�
L.L.= PSF 90- MPH 100- MPH 110- MPH
w
10 #10 S.M.S. #10 S.M.S. #10 S.M.SS-
20 #10 S.M.S. #10 S.M.S. #12 S.M.S. �.
30 912 S.M.S. #12 S.M.S. #12 S.M.S.
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
90/100/110 MPH
750"
No. s7
»4a '"JUN
Exp. 3131/09
Nk
SKYLIGHT DETAIL
EXPOSURE B & C
075" ,860"
I.440"
I
.265"
40"
6.00" '
OPTIX® PRODUCTS ACRYLIC PER
R9.250 I.C.C.'E.R. 5411 OR EQUAL
1 � 1
SCHEDULEFOR2 1/2
PANEL OFTO SPANS
12"
I,
6" PANEL SPANS / 8" PANEL SPANS
t=.020"
t=.024"
t=.032"
12" x 3 1/2"
W PANEL
#10 S.M.S.
LL= PSF
90- MPH
#10 S.M.S.
100- MPH
110- MPH
10
#10 S.M.S.
10
#10 S.M.S.
#10 S.M.S.
20
#10 S.M.S.
13'-4"
#10 S.M.S.
912 S.M.S.
30
#12 S.M.S.
78'-10"V-10"
#12 S.M.S.
#12 S.M.S.
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
90/100/110 MPH
750"
No. s7
»4a '"JUN
Exp. 3131/09
Nk
SKYLIGHT DETAIL
EXPOSURE B & C
075" ,860"
I.440"
I
.265"
40"
6.00" '
OPTIX® PRODUCTS ACRYLIC PER
R9.250 I.C.C.'E.R. 5411 OR EQUAL
1 � 1
SCHEDULEFOR2 1/2
PANEL OFTO SPANS
L.L.=
I,
6" PANEL SPANS / 8" PANEL SPANS
t=.020"
t=.024"
t=.032"
t=.040"
#10 S.M.S.
#10 S.M.S.
20
#10 S:A.S.
#10 S.M.S.
6"
! 8"
#12-S.M.S.
#12 S.M.S.
10
6" / 8"x2 1/2" FLAT PAN W/(2) -V'S
90, 100 6 110 MPHSHEET
12'-9"
12-9
13'-4"
13'-4"20
78'-10"V-10"
10'-3"
10'-3"
11'-4'
11'-4"30
j14'-T*14'-7"
8'-4"
8'-4"
9'-10"
191-10,11
USE A MAX. OF (1) SKYLIGHT PANEL PER:
(3)8 .' ROOF PANELS OR (4) 6" ROOF PANELS
L.L.= PSF
90= MPH
100- MPH
110- MPH
10
#10 S,M.S.
#10 S.M.S.
#10 S.M.S.
20
#10 S:A.S.
#10 S.M.S.
#12 S.M.S.
30
#12-S.M.S.
#12 S.M.S.
#12 S.M.S.
6" / 8"x2 1/2" FLAT PAN W/(2) -V'S
DRAWN BY: KK
TOM CAMPBELL & ASSOCIATES. INC.
LIVE LOAD =
ATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
JOB NO. GF07-0674
DATE: 10/29/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL FASTENERS
10, 20 6 30 Psf
HCUCAMONGAORIZ. WIND -
269 ALPINE AVE., SACRAMENTO, CA 95826
1916).4i2-7021
SCALE: NONE
RANCHO . CA (951) 741.2107
90, 100 6 110 MPHSHEET
FAX403-1519 sales®dur+lumcom
5 OF 29
REVISED BY: KK. 9 D.P.
L (;
HANGER CHANNELS AND MOUNTING BRACKETS
1.50" WALL FASTENERS 300" '078
ALUM. 3004-H36 SEE TABLE •
..06 „ .633"
1.50" .2s"ft .os•
.202" .
I= 0.04" .010"x90" 910 SMS (� PANEL
(2) DIA. LOCKS OR #8 SMS 4" .
p AT EA. CONTACT
N � � .563" .281" :200' 4
� o � WALL � CONTINUOUSA-RAIL
N ri � ROOF PANEL ¢ (VVFIERE OCCURS) �
ri FASTENERS ALUM.ALLOY
f 6063-T6 � ALUM.ALLOY
O �
",3 -T6 ALUM.ALLOY
A .060 B #10 SMS (� EA. CONTACT � 1;6063-T6
ROLLFORMED HANGER EXTRUDED.HANGER CHA NEL t WALL' CONNECTION O I.R. HiNGER�
R.F. OR EXT. HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET. \
-ALUM., PANEL 2x OJ
3x ALUM. RAFTER
FASCIA BOARD EXIST. EAVES. RAFTER
ALLOWABLE PROD. EXISTING EAV
SEE TABLE BELOW OVERHANG
EXISTING EAVE CONNECTION O
i\ I
SMS -EA. SIDE.
1/2" 20#130#L.L.=(2)1!10 SMS EA' SIDE 3116"
U -BRACKET 0 STEEL
0 8„ 0 114'•0 HOLES.TYP.
3/4' OR 1 1/2" D NOTE: PROVIDE WATER
— D PROTECTION METAL FLASHING
2x6 1/2" 1 � 8 a 0 , r CAUCKJOINtS AND SLOPE
OR 8" ' I TO GRAIN
5" IN. RAFTER TYPICAL BRACKET AT EVERY 2x
/4" OR 1 1/2"
—" FOR SPAN SEE ALLOWABLE
'DECK/RAFTER SPAN TABLE
\ EXISTING WOOD STUD FRAMING EAVE LENGTH
1 „L„
1 7Y6 OR 7n9 LEDGER
f i.
EACH 1/4"0 x 3-112" LAG SCREWS LL. -10 ps(--
EACH 7116"0 x 3-1/2" LAG SCREWS Ll.=201ANO 30 psf (3)-117 x5 12EW.S. 1-#10x1'3/4'
PATIO COV ER
RAFTER
WALL CONNECTION O NOTE: PLACE "SIKA FLEX" OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
SHINdLE ROOFING TO PROVIDE SEAL NOTE:BRACKET
MAY BE MOUNTED
4O BRACKET CONNECTION BELOW RAFTER W/
SAME CONNECTION'S.
2.740"
T=.060"
WALL FASTENERS
SEE TABLE .
I APPROVED 3" OR 4"
INSUL. ROOF PANEL
EXIST. RAFTER
HANGER R TO FASCIA, WALL (STUD, MASONRY OR CONC.)
°ALLOWABLE ULUK I teat- I r -M Ormly f
RAFTER SIZEM"2'-
WIND
AT
AT WOOD STUD AT MASONRY
CONCRETE
OR
LL=30 /
DESIGN WI S
,. 16" O.C.
6"
16 _8„
13-10"
LL=10 LL=30
LL=10LL=30 LL=10 LL20
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LL=30
90
jFA
AE100
T-10" k
Z. x 4
NONE
6"
B orCBorDEEK
8'-3"
5'-6" 1
-0"
110
D BorD
E E EK
FULL
DESCRIPREW SEE NOTE BELOW)
-0"
zz
A=3I8"0 x 1 1/2" ®12" O.C.
E=3/8"0 x 4" ®O.C. EACH STUD
2"x8"NOTCHED
wQ
B=3/8"fax 1 1/2" � B"O.C,
F=7116"fax 4" � O.C. EACH STUD
I
I
2"x8" FULL
Fww
Qr.(a
C=7116"fax 1 1/2" @ 10" O.C.
J=114"0x1 1!B"®16"ATB.
!
0� SS 1
Y
LLrn�
D=7/16"0 x 1 1!2" @ 12" O.C.
EXIST. RAFTER
°ALLOWABLE ULUK I teat- I r -M Ormly f
RAFTER SIZEM"2'-
LIVE LOAD -
HANG
LL=10
LL --20
LL=30 /
TOM CAMPBELL &ASSOCIATES, INC.
HANGER CHANNELFHORIL
6"
16 _8„
13-10"
W-3"
2' x 4
FULL OR0"
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
11'-8"
8'-8"
T-10" k
Z. x 4
NONE
6"
10 _8„
8'-3"
5'-6" 1
-0"
7'-0"
4'-6"
3'-0" k 1,
FULL
2" x6"FULL OR
-0"
17'-6"
14'-0"
9'-6"
2"x8"NOTCHED
2"x8" FULL
n
0� SS 1
Y
NOTE: AT 10, 20 & 30 L.L. MAY USE: JUN l) G LUUU Q
2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE
NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.)
USE: UJ
(2)-318"06" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PERS D
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BA
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 1
RESPECTIVELY
• f
NO: 37948 T
:_xp. 31311^
4 nRn
- 1.
0 SMS T&B . I
AT 12" O.C.
LIVE LOAD -
PATIO ,COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DRAWN BY: KK
TOM CAMPBELL &ASSOCIATES, INC.
HANGER CHANNELFHORIL
o, 20 a ao Pst
DURALUM PRODUCTS, INC.
DATE: toi2aao0T
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
WIND=8269
ALPINE AVE., SACRAMENTO, CA 95826SCALE:
SHEET 7 OF 29
NONE
RANCHO CUCAMONGA, CA (951)741-2107
ATTACHMENTS
100 a 110 MPH
(916) 4$2-7021 FAX 403-1519 sales@dumlum mm
REVISED BY: K.K. bD.P.0,
COLUMN / POST TYPES -&-SURFACE MOUNT ATTACHMENT DETAILS
�T 21
.� 3.00" SQ. I o�
3.00' SQ. 032"IF-A.
MS ;_�I� •00" SQ. ` r � PG
=3" Q.xt=.188"I
oza".C.1 I IL11.00— I I H=3^SQ.xt=.25o'�
DE o.075" =a„SQ.xt=.1886.5” „ IK=5"SQ.xt=.188"PrP /,040"ALUM.
,-048"STEEL
024"1 2.0..4.0" OR 5.0°
�0�. .28" 0 0
B 5/8" PLASTIC PLUG
3',SQ: AL•UM-POST— SQUARE
3" SQ. ALUM.,POST <. MAG POST
WITH SIDE:P.LATES OD 36 3" SQ. ALUM. POST STEEL POST
ALUM. ALLOY 3004-H36 3" -SQ -STEEL -POST ASTM A36 GRADE 40
rlI ASTM A653 GRAUt 4U
`ALUM. ALLOY 3004-H36 �-� f ALUM. ALLOY 6063-T6
CA ;,660
UM. L OY 3.00" OR�,� 5 ' MAS �� . 2.o"I
2.40" I
1.375' q7/16"OHOLE 6" { 2 FLANGES.
S2 x0 O 21/8"APART
75"
~ No' 37948 0 O ASTM GRADE 40 STEEL 1.125" 2.5"
3131 9 jj'75" .75" BASE FLARES
o
157" TO T WIDE EA.
�►7 .60" TYP — SIDE OF FLANGES
1.5 USE FOR 3" 1 75
INSTALL WASH. PLATE •0901, TYP. POST ONLY 5.50"
tsa" x 5/16" x 5Y," WHEN USING8, 2-3/16"0 HOLE
IN 110 MPH WIND AREA Cr 2- 5/16"0 HOLES TYP, EA. SIDE
\� .090" BRACKET FOR 3" POSTS I
'\_ ALUM "T" BRACKET STEEL I "T" BRACKET 5
T=.060" TYP. " �
t14
"AG SCREWS OR 2 ve" 2 ve^
AG SCREWS •T BRACKET
E. INTO WALL) 7/B^ 3 -Sb. POST W/
3" 30 1 2SIDE �F POST OR2 SMS EA. 3 so. ALUM PosT
6,,1' 1/4" MB. THROUGH
POST
LU
11/16"0 ROD3/16" ve1040 STL.
AUGER PARTS PAINTED 2° RUST-O-LEUM" OR EQUAL 20 3"SQ.POST BRACKET: 2 1n'x 2112"
3" 3' OR HOT DIPPED GALVANIZED (1)-1/4° 0 M.B. 17 GA. STL.
OR ELECTROPLATED ' PER SIDE (2 -TOT.) PLT. ASTM A36
1 ALUM. ALLOY 4 DIA. s GA. —
\\ASTM A-36 HELIX
6`3
60- 5' 3" x 8" ALUM. RAFT. BRACKET 3!161, " 9'x16'x7 GA.
STEEL 3" x 8" ALUM. HEADER NOTE: ASTM A36 TE
H"BRACKET- ` SINGLE PASS WELDED MAY BE USED WITH
AUGER ANCHOR AUGER PARTS PAINTED
3"SQ. ALUM. POST "RUST-O-LEUM" 0 EQUAL
HEADER BRACKET NOTE: ONLY. OROR T DIPPED
CTROPL GALVANIZED
TED
STEEL FOOTINGS AND AUGER ANCHOR TO BE
USED FOR 10 L.L. ATTACHED STRUCTURE ONLY. SINGLE PASS WELDED
STEEL FOOTING n6
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOADPATIO
COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 1012312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN /
10, 20 6 30 psf
DURAL MPRODUCTS. INC.
SCALE: NONE
REVISED BY: KK d D.P.
RANCHO CUCAMONGA, CA (951) 741-2707
POST TYPES
HORIZ WIND -
8269 ALPINE AVE., SACRAMENTO, CA 95826
1(916)452-7021
I SHEET 8 OF 29
90, 100 6 110 MPH
FAX 403-1519 seles(Mdumlum.w
COLUMN / POST TYPES & SURFACE•: MOUNT AND EMBEDMENT DETAILS,
PATIO COVER SYSTEM AS MFG. BY:
DRAWN Br: K.K.
ALUM."T'BRACKET USE WITH
POST TYPE B.C.D.OR E
COLUMN
LIVE LOAD =
STEEL POST ONLY:
II
DATE: 1012312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
. W. 20 6 30 psl
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO. CA 95826
t
'
'
I
USE WITH.
�
AND EMBEDMENT
�
USE POST TYPE
(3 -5/8"0 BOLTS
J
REVISED BY: K.K d D.P.
-
'T BRACKET
STEEL"PBRACKET
POST TYPE B,C,DAF,G,H,J OR K.
F, G. H. J OR K
FOR POST TYPE
3"SQ. OST
' @ WSQ. POST W/
(2)x112 SMS EA.
SIDE OF POST OR
3• SQ. POST
ALUM."T`BRACKET:
usE ((2� Lfi"0 HILTI
KWIK BOLTS OR EQUAL
1l2 DEPTH OF
I I
I
_
,(2)-1/2"0 BOLTS
FOR ALL OTHER
44 5"
1 16"INSERT
I
-
X.188"
tl4" M.B. THROUGH
TEEL"T"BRACKET:
SE (2)-3/8"0 HILTI KWIK
FOOTING OR
{ I
CONDITIONS
4 5" ASTM A36
POST
SEE NOTES BELOW
OLTS OR EQUAL
12" MIN. EMBD.
I I
STEEL
2 X18"0 HILTI "KWIK""
2" MIN. EMBEDMENT DEPTH
OR KWIK BOLTS
V(F
;
•
I �.
T.O.C.
jP
BQLTS, OR EQUAL, EACH
,�
{
I
2',5 BASE P
BRACKET TO SLAB.
TO
-
1j
w
MINIMUM DISTANCE
EDGE OF SLAB = 2-1/2,"
d
w
D
ASTM A572 STEEL
N
i
3116"
/BE
DE TH
••:
=
U
SLAB SHALL IN
POURED CONCRETE
`•'1•'•
/'
w
N
I; - -
3;',SG. POST (STL)
_ ,•.�
: j:.•. :^:
•;'•;
GOOD CONDITION
FOOTING SEE NOTE
;•1�;:•: • :
o
OR FLUTED
(1)-112'OM. B:
OR 4" SQ. POST (STL.)
!F
3 112" MIN./
FOR sIZE
SEE FOOTIN
SQUAR
i9" LONG, 1'
FROM END �,
SQUARE
SEE FIGS,
INSERT
'
SCHEDULE
OF POST
SCHED.
•-
pL.518'THK.
EXISTING
SLAB---"
O7
3" SQ. POSTS TO CONC. FOOTING
O
SQUARE POST EMBED. gO
INTO FOOTING
i 1 1n" g
1 tn"
\
15"
1 112"
�. 1 1n"
WELDED STEEL BASE PLATEnio
ATTACHED
ATTACHED ONLY
NOTES:
1- BASE PLATE SCHEDULE
ALTERNATE FTG.
M FOOTING & ANCHOR BOLTS
'l'
PLATE SIZE MAY BE USED WITH POST TYPE, SEE SHT.B
1. DO NOT USE ALUM.
I7.2' S0. x 5/8" B, C, D. F 8 G
BRACKET WITH 3X8 BM.
W/INSERT, MAG. BEAM, 4" OR
(1B' SQ. z 5/8" B, C, D, F, G, &H '
FOOTING SIZE
SINGLE POSTS
CUBE SIZE SO.
18" DEEP CUBE FTG.
EMBED.
%'� . 7" I -BEAMS.
18"
18" S.Q. 12"
BOLTS
12"
23' 8 24' CUBE
(2)•1%1"0
3 114"
2. POST TYPE E
20"
21" SQ.
INSTALL WASHER PLATE, 2'X
' 22"
25" SQ . 16"
25' - 30" CUBE
(4)•112-0
3 1/4"
4. X 0' " AT STEEL -r
(•
-
24"
28" SQ. 20"
r. BRACKET.
I. •' FREESTANDING
26"
32" SQ. 23"
31'-34'CUBE
(4)-5/a"0
_
4
T TYPE
�i BASE PLATE.•ANCHOR
.
25"
0 N
DO NOT USE STEEL A J.
p
IJ N U .2 2008
28"
35" SQ.
35'- 39' CUBE
(a)-3/a"a
4 31x
BRACKET W/ T I -BEAM.
{ BASE PLATE
ANCHOR BOLTS (SIZE & TYPE)
30"
39" SQ. 28"
;- •.:
I
(4)- 3/4"0 HILTI KWIK BOLT TZ CARBON STEEL
32"
43" SQ. 30"'
40 - 42• CUBE
(4)-3/4"0
4 3/4'
✓/` �.
�•
12"x12"x 5/8'
PER I.C.C. ESR -1917 OR EQUAL
47" SQ. 32
:,Ix
(4 3/4" EMBEDMENT DEPTH)
.. 34"
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ CARBON STEEL
�J •~`
!
"36".
51" SQ. • 34"
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL..
SPECIAL INSPECTION REQUIRED.
W
1•�
/ V V•
r
I
KWIK BOLT CARBON STEEL
38"
55" SQ. 37"
37948
r-
�
'
(4)- 3/4"0 HILTI
�p
rT.
18"x18"x 5/8'
PER I.C.C. ESR' -1917 EQUAL
ao„
60" SQ. 39••
3/31 /�
II
DE
(4 3/4' EMBEDMENT DEPTH)
42"
64" SD. 41'•
`+
44"69"
SQ. 43"
I
• CUBE FOOTING WI 3 12• SLAB
I '
f:
NOTES. ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
PATIO COVER SYSTEM AS MFG. BY:
DRAWN Br: K.K.
TOM CAMPBELL & ASSOCIATES. INC..
COLUMN
LIVE LOAD =
DURALi1M PRODUCTS, INC.
JOB NO. GF07-0674
DATE: 1012312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
. W. 20 6 30 psl
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO. CA 95826
t
'
'
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AND EMBEDMENT
.
90. 100 6 110 MPH
.(916) 452-)021 FAX 403-1519 sales®dum!um.mm
' SHEET 9 OF 29
REVISED BY: K.K d D.P.
HEADER BEAM TYPES & ATTACHMENT DETAILS
1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP I 3.00" SQ.
2.00" SPLICE WHERE �1 .OLA
SPLICE WHERE SPLICE WHERE I
179" OCCURS _� OCCURS OCCURS
73,. 2.57" 4.6" nP. I 14"R .
TYP. .048"
2.19" 2.0� 065•
z.D4 TYP. '--i
2.08" obs"
TvP.
[2.93" _r 3.6
4.a000•
2.r, ASTM A653 GRADE 40
.03B" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY
FASCIA -ALUM. ALUM. ALLOY 6063-T6' 6063-T6 E
ALLOY 3004-H36 6063-T6
6.5" ROLLFORMEDO 4.5" GUTTER O MAG. GUTTER O MAG BEAM 3" SQ. STEEL BEAM
4" iljN U 2 2.. ( B?"* 01. CA 3.0"
rii,oG. MAX. Imo—
I
CD r m .042"
Bruce �y NO. 37948
SPLICE WHERE _� �_ 8.0"
o culls 070" 4 OCCURS. 31311 032
TYP 1101,
TYP.
I
ALUM. ALLOY ALUM. ALLOY ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
J OR EQUAL
6063-T6 OR EQUAL O
F 6063-T6
4"'I -BEAM. 7" [-BEAM O DBL. 2 x 6.5 B�AM 3 x 8 BEAM
3.0' �.25" ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS
I - 38' 625"
MAX. 3"
4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM
--.042"
8" �l .042 7.87$" T-14 GA. 7" [-BEAM = 1'"x 3 1/4" x 12 GA. STEEL_C-BEAM
—� ASTM A653 GRADE 50
1
I I
1 I
� � I
I
ALUM. ALLOY 3004-H36f ALUM. ALLOY 30 O 1
' OR EQUAL � � � `. OR EQUALUAL
M -� 2.875"
3 x-8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM 3 x 8 BEAM
STEELINSERT
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
WE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10/27/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10. 20 d 30 Ds(
DURALUM PRODUCTS. INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 747-2107
BEAM TYPES
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO, CA 95826
SHEET 10 OF 29
REVISED BY: KK. 6 D.P.
90, 100 6 110 MPH
(9161452-7021 FAX 403-1519 sales(MdumlurrLmm
1 Y BEAM TO POST CgNNECTION DETAILS
• < OPTIONAL DECORATIVE FASCIA • ` > - - r +•
( WOOD, ALUM. OR HARDBORD) T r 8" X 042" BEAM, _ - ' - - • `
3" SQ�STEEL OR (z) -#Io S.M.S. EA -SIDE. (a) -Tor.
T .10 MAG�BEAM. , \ #10 S.M.S. TOP &'BOTT. (2) -TOT. `
2-912 x V2" S.M.S. EACH SIDE OF 3" #10 x 1/2"- S.M.S. TOP
50. POST (4 -TOTAL) - F 1 11/4
ALTERNATE: 114"0 BOLT Wl WASHER' - - - & BOTT. (2) -TOT.
SIDE OF 3" SO. POST t -
• e PANEL a" 6 1r
t • - ROLLFORMED OR,
1.10'
.75 j O ' <- `' - EXTRUDED GUTTER ALUM. BRACKET X'
+; i. (4)-#14 SDS @ EA. SIDE FAscFASCIA50"1
3'SO. POST : • - TOP.�'BOTT. TOT. =16 #to S.M.S.(0j12°o.c., /i-44
2.35" f •�4 ° 61/2"xTV 2" 1" E
( 4 .024"RAFTER
2410. 12' S.M.S. EACH SIDE OF 3' ' F - • ' '' • a
SO. POST I4-TOTALt-
. ALTERNATE: 1/4"0 "LLT W/ WASHER , •, - �.. .. - ' 15
r EA. SIDE OF 3" SO. POST + .. + - RAFTER "TAIL" TO GUTTER
3".X3"ALUM,OR
STEEL POST '
3.00" 3"SO..POST• 14 < ,.
OR.240" I. - 3.125" FOR3 x.RAFTER
f rH –BRACKET TO POST �— 2: zS�Fo 2 x RAFTER
GUTTER FASCIA • — ,
MAG BEAM ' ' 3" SO. POST -
» 3 SQ: STL. BEAM ; }" 1 3
ALUM. ALLOY 3003-H24 ALUM..ALL'OY 3003-H24
1.5011 r. r . 1 1!2„� t = •.040” 6063-T6� `
28" � 1 50 M ` t = .040" 3004;H36 ALUM)
- 28" 2" a 4)018,
-- #8 x 3/4" TEK SCREWS ! _
BRACKET TO RAFTER -
• 2"xLATTICE TUBE
1 1/2 -SQ'
3" OR P2 112 MIN.
•2�.LA. _ -IC-UB E
I".- ..
.
#B 2"SMS':TYP. � C� (. �.'A,JUN. U 2.200 OR 3 1/2f � �' _ _o
y
1 1/2" OR 2" SQ. OR 2"x3" LATTICE p 1 O
— — — — @ 3"O.C. MIN. UP TO 7"O.C. MAX.
} � NIO. 379a-� ' Ij . 2.750"
—RAFTER _ 0 EXp.3/31;pu + ,
r !,(4) - #8 x-3/4" TEK SCREWS; -
i 4 y LATTIC–ETUBE`TO7RAFTER BRACKET TIO, BEAM -
7 "!dRACKET - RAFTE_R'TO BEAM O
U"
'
DRAWN BY: KK
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GFo7 x674
DATE: 10232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TO POST
- -
10, 20 & 30 p0 T(916)452-7021
DURALUM PRODUCTS. INC. - ' `
-
' -
SCALE: NONE
REVISED BY: K.K. 8 D.P.
1
• RANCHO CUCAMONGA, CA (951) 741-2107 -
ATTACHMENT
�
HORIZ WIND =8269
ALPINE AVE., SACRAMENTO. CA 95826 '
SHEET 12 OF 29
90; 100 9 110 MPH.
FAX 403-1519 sales®duralumcOm
SIMPLE SPLICE
SPLICE DETAILS 01)
FULL MOMENT
BEAM TO POST DETAILS
(2j#10
pII
�S.M.S.
EA.
,. . — n
#10 SM.S. #12 S.M.S.
(B ror.TYPO. (24TOT THICKNOSS=.035
6.36" ttL1t tt
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 1
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS
SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY
(6061-T6) ALTERNATE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. II �� �_III06 C -BEAM
TOTAL= (8)-12"0 BOLTS 1
NOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR
SO. POST,CONNECT WEB
TO POST WI(2)-112"0
THRU-BOLTS
-----• - ---� I SO. POST
° o o ��Q� 1 ECA O�y�F B TEAM TO POST CONN.
1.00"
2.00"
SPLICE WHET4" -�' r R1
OCCURq LJ 0.37948
i. ° ° E p- 3/31/09
ALUM. ALLOY `-
6063-76 16 1
4" I -BEAM T-0"
MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED
SPLICE M
OCCU
ALUM. ALLOY
6063-T6
7" I -BEAM
..n—.1 1—. I,=
j #12 METAL BACKED,
NEOPRENE WASHERED
TEK SCREWS ® 8"O.C.
AX. STAGGER IN BEAM
FLANGE
ROOF PANEL _
4'x3' ALUM.'I' BM. OR (4)-1/4"0 M.B. BEAM
7'x4' ALUM. I" BM. TO BRACKET
I.
li
2- 3/8.0 M.B. THRU STL. -r-
BRACKET TO POST.
I I II
� II II
POST, SEE SCHEDULE
ALTERNATE BEAM TO POST CONN.
DRAWN BY: ICK.
TOM CAMPBELL 8 ASSOCIATES. INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DUPRODUCTS, INC.
JOS NO. GF07-0674
'
DATE: 10232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
SPLICE DETAILS
10, 20 d 30 psl
HORIL WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95626
SCALE: NONE
RANCHO CUCAMONGA. CA (951 741.2107
)
00, 100 6 110 MPH
(916) 452-7021 FAX 403-1519 sales®dualum.com
SHEET 11 OF 29
-
REVISED BY: K.K. & O.P.
DOUBLE. RAFTER CONNECTION ' DETAILS: ' y :LATTICE BEAM JO:POS_l" .CONNECTION
• '' , ''..�/ BEAM SPL-ICE�TO"-. -' -
•a ` r 1 1�OCCUR DIRECTLY OVER 5/8', B PLASTIC ,
1 1/2" OR 2"LATTICE #8 S.M.S.,
rl' POST. NOT PERMITTED
PLUGWHERE
ALTERNATE 1l2" DOUBLE RAFTER-
" @ 2 -POST UNITS
6 -SCREWS.
SCREW ISANSIDE
BOLT CONNECTION- PLAN 2
PER SIDE I
I
ALTERNATE:
a
: #14 SMS MAY-.
`
SHEET 13 OF 29
4-#14 S.M.S. EACH
REVISED BY: K.K. B D.P.
BE USE AS
90, 100,6110 MPH
(916');452-7021 FAX 403=1519 sales®dumiurticom
RAFTER TO COL. +
+� 3.5�. 3.5"
, ALTERNATE TO
--
CONNECT. (8 -TOT.)
1/4"0 BOLTS -
3.5" 3.5"
_
8" BEAM
- 4s"0 6'
0 OR
/
1
•
6414 SMS EA. I I
SIDE I I
I
6 1/2" SIDEPLATE EA.
+F
3 3"STL.POST (24")
"x
INSERT ATTACHED OR
I D I
ALTERNATE:
(z) -2x6.5' OR
I
#14 SMS EA. SIDE
TOP, MID HEIGHT
SIDE SEE POST SCHED
3"x 3"STL.POST COLUMN
I
(2)-3"x8"HEADER
AND BOTTOM.
'f '
PLATES
r. FOR FREESTANDING {
• _L 1- (2)-1/2"BOLT {
3"SQ-POST
:--
BEAM TO FOST•CONNECTION
BETWEEN SIDE
I--••
' 2"x 6.5" SIDEPLATE
~`
-;P:OSTGSCHEDUL'E
; 21
DBL. RAFTER / DBL. -HEADER CONN. 19
-
!
+'(2)-2" 6 1/2".x
I
SQ. x :024 + (2;,x 6 1/2: x.024"
3". SQ. x .024" x .032".
`
�- , R •, ILn:7]U_SE_ON_.LCONC'SLAi�6NLY
(6)-#14 S M.S. EACH SIDE:'t
W/.(6)-#14 S.M.S.' EACH SIDE.
USE ONCONC- SLAB OR FOOTING.
EXIST.
4
-
- SHEATHING
IUN L'Ijt2..
� 1111111
i •-'
#8 S.M.S. EACH SIDE - ' -
r rl
*
I !
LATTICE 1 ,1 /2" OR 2"
E
CE
3 2"xs" LEDGER (EXIST.)
I �QQ C v�
1
* �!
j r
w 3/8" LAG SCREW
2'X6.5" OR 3"x8" RAFTER -
'NO'
__
ALTERNATE: 1/2" BOLT
Et , - - 37848 r-
EiP. 3/31 /08
rrr'rI
�.
-
•
`
a 1
ALTERNATE:
I i
S
.
2))-#10 S.M.S. EACH RAFTER'
,k EXIST.
1" STUCCO OR EQUAL
- 0 COLUMN CONNECTION (4 -TOTAL)
—
I
ALTERNATE:
' I
2.5" PENE.INTO WOOD FRAMING ; j
_
} . (2)= 2x6.5". OR (2)-3"x8" HEADER
/ ALTERNATE:
3. xTW.024" J/ (1) -'1/2" BOLT OR
CONNECTOR (2) #10 S.M.S. EACH RAFTER
' . ^� ( •
EXIST.. STUCCO •/ LEDGER ATTACHMENT DETAIL _
STUB COLUMN TO. DOUBLE HEADER CON20
N
- r
•
•DRAWIJ BY: KK
TOM CAMPBELL &'ASSOCIATES. INC., '-
z
LNE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC:
JOB NO. GF07-0674
DATE: 1 0/2 312 0 0)
scALE: NDNE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING -
LATTICE
CONNECTIONS
10, 20 6 30 PsL. .,
HORIZ WIND =
8269 ALPINE AVE., SACRAMENTO„CA 95826
SHEET 13 OF 29
! '
REVISED BY: K.K. B D.P.
1uNCMo cucAMDNGA, cn (est) 741-2107i
't
90, 100,6110 MPH
(916');452-7021 FAX 403=1519 sales®dumiurticom
a
z
a
}
MAG B
6.5" ROLLFORM
4" I -BEAM
ATTACHED
MAX.POST
SPACING
FREE:
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
15'-2"
o_
F
22
FREESTAND
ATTACHED
28
FREESTAND
ATTACHED
F
MAX.COL.
MAX.POST
13'-0"
28
MAX.POST
28
F
D 3
SPACING SLAB
SPACING
SPACING
FTG.
MIN.
FTG.
MIN.
FTG
MIN
FTG.MIN.
10'-8"
26
G
25
(IN.)
POST
TYPE
(IN)
POST
TYPE
26
(IN)
POSTPOST
TYPE
(IN)
TYPE
4'
17'=0"
14'-6"
28
F
22
B
19 8'-10"
33
G
24
B
B
9'-5"
26
26
G
27
B
G
9'-0"
26
11'-2° .
26
5'
13'-7"
13'-0"
28
F
23
B
18'-o'7,_t„
28
G
25
B
1 27
B
1 10'-6"
26
G
28
B
HI
1 28
B.
10'-3"
28
6'
11'-4"
11'-10"
26
F
23
B
16'45
28
G
26
B
1 28
1 B
9'-9"
28
H
30
B
7
129
1 B
9'-6"
28
7'
9'-8"
11'-0"26
H
G
24
B
1
28
G,
27
B
29
B
9'-2"
28
H
31
B
- ,-5„
14
29
J_A.l
33
8'
8'-6"
10'-3"
26
G
24
B
14' -s'3,
28
G
27
B
-s"
9'
7'-7"
9'-8"
26
G
25
B13
- 2
28
G
28
B
s
10'
6'-9"
9'-2"
26
G
25
B
12"12.1„
28
G
28
B
11'
6'-2"
8'-9"
26
G
26
B
12'-3';
28
G
29
B
6
12'
5'-8"
26
G
29
B
13'
5'-2"
11'-3"
28
H
30
B
14'
4'-10"
10-1 "
28
H
30
B
10'-3"
15'
4'-6"
10'-6"
28
H
30
B
16'
4'-3„
10"-2"
28
H
31
B
17'
4'-0"
28
H
31
1 B
9'-3"
18'
3'-9"
9'-7"
28
H
31
B
19'
T -T
9'-2"
33
H
31
B
20'
T-4-1
9'-0"33
H
1 32
B
POST F MAX HT.= 8' FREESTANDING ONLY
4.5" / MAG GUTTER
MAG B
MAX.POST
SPACINGFTG
FREESTAND
ATTACHED
MAX.POST
SPACING
FREE:
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
15'-2"
28
F
22
B
14'-0"
28
13'-6"
28
F
23
B
13'-0"
28
12'4"
28
F
24
B
12'-3"
28
11'-5"
26
G
24
B
11'-8"
26
10'-8"
26
G
25
B
11'-1"
26
10'-1"
26
G
25
B
10'-5"
26
9'-6"
26
G
26
B
9'-10"
26
9'-2"
28
G
26
B
9'-5"
26
26
G
27
B
G
9'-0"
26
11'-2° .
26
G
27.
B
8'-8"
t8
8'-4" 28
28
7'-10" 28
7'-7" 28
7'-4" 28
7'-2" 33
7'-0" 33
UN 0
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B —a FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
12' OR LESS EAH. b & u
AM
TOM CAMPBELL 8 ASSOCIATES, INC.
3" SQ. STEEL BEAM
ANDi
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
IIN
OSi
FTG
MIN.
POST
FTG
MIN.
POST
FTG
MIN.
POST
YPo
(IN.)
TYPE
8269 A1IPINE AVE., SACRAMENTO, CA 95826
(IN.)
TYPE
(IN.)
TYPE
F
22
B
15'-2"
28
F
22
B
F I
23
B
14'-1"
28
F
23
B
F I
24
B
13'-3"
28
F
24
B
GI
25 1
B
12'-7"
28
G
25
B
GI
25
B
12'4"
26
G
26
B
G I
26
B
11'-7"
26
G
27
B
G
26
B
11'-2° .
26
G
27.
B
G
1 27
B
10'-10"
26
G
28
B
GI
1 27
B
1 10'-6"
26
G
28
B
HI
1 28
B.
10'-3"
28
H
29
B
HI
128
1 B
10'-0"
28
H
29
B
HI
1 28
1 B
9'-9"
28
H
30
B
HI
129
1 B
9'-6"
28
H
30
B
H
129
1 B
9'-4"
28
H
31
B
HI
29
B
9'-2"
28
H
31
B
H
29
J_A.l
33
H
32
B
H.
3C.
H
32
B
No 3"
rr- m
`A• 3/37/09 _�D
.A
DRAWN BY: K.K
TOM CAMPBELL 8 ASSOCIATES, INC.
SOL"
LIVE LOAD
PATIOICOVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 102]2007
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPEE.ACING TABLE
FR STANDING
70, 20 6 JO pal
DURALUM PRODUCTS, INC.
REVISED BY: K.K. d D.P.
RANCHO CUCAMONGA. CA (951) 741-2107
AND ATTACHED
HORIZ VNND =
80,100 6 110 MPH
8269 A1IPINE AVE., SACRAMENTO, CA 95826
SHEET 14 OF 29
10 S LL 90 MPH
(916) 4�2-7021 FAX 40J-1519 galea®0urnlumcom
10# L L 90 MPH FREESTANDA ATTACHED OPEN LATTICE PATIOS .12'1.OR LESS. EXP. B & C
r-% 17
10'-2"
3" SQ. STEEL BEAM
DBL. 3"x8"x.042"BEAM
DBL.OR 35x8"BEAM�M
POSTTYPE 1
3x8" BEAMW/1
}
EXP. B
EXP. C
EXP. B
EXP: C
27
6'
2
2
2
2
28
7'
2
2
p Z m
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
MAX.POST
MAX.POST
FREESTAND
ATT.
MAX:POST
FREESTd
no
m
cU—g
�¢z
z0
SPACING
SPACING
SPACING
FOR DBL.
SPACING
FOR 3" x 8"
SPACINGS
FTG.
MIN
FTG.
FTG.
MIN.
FTG.
FTG.
MIN
FTG'
M
FTG' M
12'-4"
28
G
(IN.)
POST
TYPE
(IN.)
G
(IN.)
POST
TYPE
(IN.)
2° x 6.5x:032'
BEAM
(IN.)
POST
TYPE
(IN.)
G
(IN.) T
4'
3
17'-4"
28
G
22
23'-10"
33
G
23
16'-4"
16'x"
28
(>
20
32'-0"
33
25'-4"
,
3 2"
5 -7
16'-4"
31'-0"
26
G
28
16'-1"
28
G
23
21
33
G
24
14'-1
14'-8"
28
G
21
28'-7"
33
5'
20'-3"
2.
20'-8"
3'A"
13'-11"
9'-0"
9'-5"
7'-9"
j"6'�'�'
L
16'-10"
15'-2"
28
G
24
19'-0"
18'-10'
33
G
24
13'-4"
12'-8"
13'-4"
13,-4"
28
G
21
26'-2"
33
7
14'-6"
14'-4"
28
9,_1„
25
18'-�"
33
G
25
12-41,-9„
12-412,x„
28
G
22
24'-2"T-5--
,
33
3
12'-10"
8'-8"
9'-1"
5„
8'
8'
12'-8"
13'-9"
28
rG
26
-
28
G
25
11-711-0
11'-7"
26
G
22
22 81'-11
: 33
H
28
8'-9"
8'-9"
28
H
16'-4"
17'-1"
28
H
33
11, 7„
4
4
2
3
9'
11'-3"
13'-3"
2g
26
15-15
28
G
26
10'-110 a
•10'-1
26
G
' 23
21'0_8
33
5„
15'
6'-9"
11'-2"
28
10'-1
'
12'-4"
28
H
28
r-% 17
10'-2"
>
j o
m5�
EE
MINIMUM NO. OF POST
FOOTNOTE:
ATT
POSTTYPE 1
POSTTYPE 2
FTG.
(IN.)
EXP. B
EXP. C
EXP. B
EXP: C
27
6'
2
2
2
2
28
7'
2
2
2
2
28
a
2.
2
2
2
29
s
2:
3
2
2
30
10'
2
.3
2
2
30
11.
3
3
:2
2
10
10'-2"
12'-9"
28
G
27
15'-2"
28
G
26
10'-4"
10'-4"
26
G
23
20'-3"
' 33
G
31
HORI1- WIND a
12
3
3
2
10 A LL 90 MPH
90,100 d 110 MPH
(916) 452-7021 FAX 403-1519 salsa®duralumcom
1 a' -a"
-10"
10' 4°
9,-7„
.2
11'
9'-3"
12'-4"
28
G
28
14'_5„
28
G
27
9'-10"
9'-10"
26
G
24
19 4"
33
G
32
13'
3
4
2
2
13'-11"
9-4-
'�'
12'-0"
26
G
28
T-9,
13''9"
28
G
27
9'-5"
9'-5"
26
G
24
18'-6"
33
G
32
14'
3
4•
2
2.
3'A"
9'-0"
9'-5"
- 0'
13'
T-9"
11'-8"
28
29
28
H
28
9,_1„
ll
9''1
28
H
24
1T-9"
28
H
32
1s'
3
4
2
3
12'-10"
8'-8"
9'-1"
14'
7'-3"
11'-5"
28
H
29
28
H
28
8'-9"
8'-9"
28
H
25
17'-1"
28
H
33
16'
4
4
2
3
2'-4"
8,4„
8, 9..
6, 7..
1
15'
6'-9"
11'-2"
28
H
30
12'-4"
28
H
28
8'-5"
8'-5"
28
H
25
16'-0„
28
H
33
17'
4 '
S
.2
3.
8'-0"
8'-5"
16'-0"
16'
6'-4"
10'-11"
28
H
3011'-11"
28
H
29
8'-2"
8'-2"
28
H
. 25
16'-0"
28
H
34
18'
4
5
2
3
11'-6"
7'-9"
8'-2" .
5' 6"
17
5'-11"
10'-8'
28
I -I
30
-7
28
H
29
T-11"
T-11'
28
H
25
15' 6"
28
34
1s'
4
5
3 .
3
1, 2„
7' 6"
7'-11'
15'-0"
18'
5'-8"
10'_6"
28
H
31
28
H
29
7'_8,,
7,_8„
28
H
26
15,_1„
28
k
34
20'
4
5
3'
3
0'-10"
7'_B"
14'-7"
1
19'
10'-4"
33
H
31
1
33
H
29
T-6--
T-0„
33
H
26
14'-8'4-3"
33_
35
5'-4„
0,_7„
7 2,
7, 6„
FOOTNOTE:
HEADER
ALLOWABLE
AND OR
QOWABLE 8LAI8
MIN. NO. OF POST
sPncs G GEED
20
5'-1"
10'-2"
33
H
31
10'-8"
10,x„
33
H
�sv, "
7 4'
7' 4"
33
H
26
14' "
3'-10"
33
35
k, OR LESSER -MUST BE USED
.O FOOTNOTE:
G? .IUN O 27000
COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
NOTE: V F— r COL. TYPES 2 = .032" SID EPLATES, ON CONC. SLAB 0R'FOOTING:
FOOTING SHOWN REPRESENTS LENGTH OF .Y- NO. 37y,� r- �f'
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE EXP' 3/3 FOOTNOTE: "SAMPLE"
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. \ ,le' FIGURE INDICATES EXPOSURE 11 f
A / FIGURE INDICATES -EXPOSURE -C7
SEE ALTERNATE FOOTING TABLES` I i -� } l
SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING - 1 .: ADDITIONAL FOOTNOTE: WHERE ONLY,ONE FIGURE SHOWN INDICATES -EXP.-B-& C.
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSO ATES, INC.
LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07 0674
DATE: 10232007
COMMERCIAL ANO RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
10, zo d" "'
I
DURALUM PRODUCTS, INC:
SCALE: NONE
REVISED BY: K.K. d D.P.
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
AND ATTACHED
HORI1- WIND a
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 24 OF 29
10 A LL 90 MPH
90,100 d 110 MPH
(916) 452-7021 FAX 403-1519 salsa®duralumcom
30# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C
11 11 IIBM - DBL.2"x6.5"x.032" BEAM 3"x8" BEAMWINSERT
r
m�
4•
5-
61
7'
8'
9•
J ('
0 Z
U—
0 0
¢
��p
7"
I -BEAM
AI IALHtU
;
GFT-
NPOST
DBL. 3
x8 x.042
MIN.
Posi
TYPE
15'-9"
32.
J 1
22
OR 3"x8"BEAM
14'-1"
32
J
23
MAX.POST
SPACING
FREESTAND
ATTACHED
J
MAX.POST
SPACING
FREESTAND
11'-11"
ATTACHED
J
MAX.POST
SPACING
FOR DBL.
2x6.5x.032
SPACINSKy T
SPACING
FOR 3 x B
BEAM
FREESTAND
28
ATTACHED
25
�C''
(IN.)
POST
TYPE
FTG.
(IN.)
p N.
TYPE
FTG.
(IN•)
MIN.
POST
TYPE
FTC''
(IN.)
MIN.
POST
TYPE
FTG
(IN ).
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
28
J
27
8'-0"
8'-4"
28
J
19i
B
6'-2"
19'-5"
37
J
24
F
11'-9"
32
J
22
B
7'-2"
7'-5"
28
J
20;
B
4'-10"
17
32
J
25
F
10'-6"
32
J
22
B
23
B
6'-6"
6'-9"
28
J
21
B
4'-0"
15'-10"
32
J
26
F
9'-7"
28
J
24
B
6'-0"
6-3"
26
J
21!1 1
B
T-6"
14'-6"
32 1
J
26
F
8'-11"
28 1
J
J
24
B
5'-8"
5'-10"
26
J
22
B
T-1"
13'-9"
32
J
27
F
8'-4"
28
J
25
B
5'-4"
5'-6"
28
J
22
B
13'-0"
32
J
27
F
7'-10"
28
12'-3"
11'-9"
11'-3"
10'-9"
10'-4"
32
28
28
32
32
J
J
J
K
K
28
28
29
29
30
F
F
F
F
F
7'-5"
7'-1"
6'-9"
6'-6"
6'-3"
28
28
28
32
32
J
J
J
K
K
25
26
26
26
27
(lB
B
B
B
B
5'-0"
5'-3"
5'-0"
28
28
J
J
23 i
231
I
�I
B
B
JUN () '?. 70
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B --aFIGURE INDICATES EXPOSURE C�'*t`J,(U/V*
CA
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. �'•.
co
r m,
I,- s-r9�a
.313' 09
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS. CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT- 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING
MAX.POST I
SPACING
FREtSIANU
MPH
AI IALHtU
;
GFT-
NPOST
MIN.
TYPE
(I.)
MIN.
Posi
TYPE
15'-9"
32.
J 1
22
C�
E
14'-1"
32
J
23
C�
12'-10"
32
J
24
C�
11'-11"
28
J
25
C�
11'-2"
28
J
25
EX,
10'-6"
10'-0"
28
28
J
J
26
26
E�
E/
28
28
J
27
E
32
%�
27
E/
8'-5"
32
K
28
E�
FOOTING
[=ALTERNATfEF=REEsTANDING
RIBUTARY
MPH
I
100 MPH
110 MPH
WIDTH
B&C
j EXB&C
EXB&C
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
3'-4" SQ x
T-6" SQ x
4'-0" SQ x
10' OR LESS
18" DEEP
18" DEEP
18" DEEP
AND ATTACHED
4'-0" SQ x
4'-7" SQ x
5'-0" SQ x
20' OR LESS
18" DEEP
18" DEEP
18" DEEP
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
SOLID
POST SPACING TASLE
LIVE LOAD
COVER SYSTEM AS MFG. BY:
DUPRODUCTS, INC.
JOB NO. GF07-0674
DATE: 10/272007
DATE:
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10. 20 & 30 paf
HORIZ. WIND =
111,",IO
8269'ALPINE AVE., SACRAMENTO, CA 95826
N
CALL NONE
RANCHO CUCAMONGA. CA (951) 741.2107
AND ATTACHED
90,100 6 110 MPH
(9181 452.7021 FAX 403-1519 saI.s�dumIumwm
SHEET 23 OF 29
REVISED K.K. a D.P.
an a 1 1 nn uou