09-0093 (PAT). - , • -
P.O. -BOX 1504 ^' -
78-495 CALLE TAMPICO 4 4Q
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT
ti BUILDING PERMIT
Application Number: 09-00000093 Owner:
Property Address: 44670 SAFFRON CT PINTO, RICARDO
APN: 604-252-019-39 -24208 44670 SAFFRON COURT.
Application description: PATIO COVER - RESIDENTIAL LA QUINTA, CA 92253
Property Zoning: LOW DENSITY RESIDENTIAL (
Application valuation: 13021
Contractor:
Applicant: Architect or Engineer: LA QUINTA PATIO COMPANY
40133 CALLE LOMA ENTRADA
BERMUDA DUNES, CA 92203
(760) 863-4335
Y`1 'Vt LiC. No.: 449379
.LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed un er provisions of C apter 9 (commencing with
Section 7000) of Division 3 of the Business and Profes ion Co and my nse is in full force and effect.
License Cl a s: C51 I -L' a No.: '),379
Date: Contractor:
NER-BUILDER DEC ATION
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, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and
the structure is not intended•or offered for sale (Sec. 7044, Business and Professions Code: The
. Contractors' State License Law does not apply to an owner of property whobuildsor 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.).
(_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
(_ 1 I am exempt under Sec. , B.&P.C. for this reason
Date: Owner:
CONSTRUCTION LENDING AGENCY
hereby affirm under penalty of perjury that there is a construction, lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
LQPERMIT
VOICE (766) 777=7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 2/09/09
0
WORKER'S COMPENSATION DECLARATION
hereby affirm under penalty of perjury one of the following declarations:
1 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.
have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier 1ST COMP INS Policy Number WEN0003727-03
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
.person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should become �Sbp'ethew kers' mpensation provisions of Section
3700 of the Labor Co all fom I v-' h e provisions.
Date: Si�Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION CO ERAGE 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.l have read this application and state that the above information is corr ct. I agree to com with all
city andcountyordinances and state laws relating to building construction, a"her y au a repr tatives
of this county to. enter upon the above-mentioned prop s ection
Date: T Signature (Applicant or Agent):,
.Application Number 09-00000093
Permit . .
. PATIO COVER PERMIT
Additional desc .
Permit Fee . . .
. 153.00 Plan Check Fee
99.45
Issue Date . . .
.• Valuation . . .
. 13021
Expiration Date
8/08/09
Qt•y, Unit Charge Per
Extension
BASE FEE
45.00
12,00 9.0000
THOU BLDG 2,001-25,000
108,00
Special Notes and
- -------------------------------------
Comments
PATIO COVER TOTAL
OF 979 SQUARE FEET
TOTAL PER IBC CODE
2006, 2006 IRC CODE,
2007 CBC CODE AND
APPROVED PLANS PER
B.H.'
-----------------------------------------------------------------7-----------
Other Fees. . . .
. BLDG STDS-ADMIN (SB1473)
1:00
STRONG MOTION (SMI) - RES
1.30
Fee summary
Charged Paid Credited
Due
Permit Fee Total
153.00 .00 .00.
153.00
Plan Check Total
99.45 .00 .00
. 99.45
Other Fee Total
2.30 .00 .00
2.30
Grand Total
254.75 .00 .00
254.75
LQPERMIT
TOM CAMPBELL & ASSOCIATES, INC.
Commercial and Residential Structural Engineering
(951) 741-2107
February 25, 2008
Building Official
Local Authority Having Jurisdiction
RE: Duralum Products, Inc. Patio Covers Design Parameters
This letter affirms that the Duralum Products, Inc. patio covers, installed at the site
address noted below, with solid roof panels or lattice purlins, as cited in the attached
standard plans identified as Job No. GF07-0674 and containing my professional
engineers stamp and signature, comply with the roof live; snow, wind and seismic
loading requirements cited in the 2006 International Building Code, 2006
International Residential Code, 2007 California Building Code, ASCE/SEI 7-05
(Minimum Design Loads for Buildings and Other Structures) and the 2000 Aluminum
Design Manual, ADM -01.
The standard plans accompanying this letter must. properly identify all site-specific
information necessary for plan submittal to the local authority having jurisdiction by
highlighting those structural framing member sizes and details relevant to the patio
cover's construction at the address noted below. All work relevant to the construction
of the approved patio cover must be in accordance with the attached standard plans
as approved by the local authority having jurisdiction.
Please contact me at (951) 741-2107 or at ticampbell(@charter.net should you
require additional information.
QR S 0�
Sincerely,
r
r CO
Z
NO.97948 m
Tom Campbell, PE EXP. 3/31/09
C
Site Information --
Owner's Name TC Nf 722{
Address K
City/Town��-
State �,� ?u�q 3 .
T
Bin #
City of La Quinta
Building a Safety Division
P.O. Box 1504, 78-495 Calle Tampico
Permit #
La Quinta, CA 92253 - (760) 777-7012
F
Building Permit Application and Tracking Sheet
Project Address: 6 7O 5
�/V CwrZj Owner's Name: tc f ped P(/1/ D
_
Address: -qL%l,%O :S
A. P. Number:
City, ST, Zip: Lid U /,/t,/7—,* G'/¢ . �%Z z S�
Legal Description:
Telephone:
Contractor: L,4 U(N f6i Pf}-T
Address: -1 - (3 3 C� LL (` L --o M ti -NL- DA Project Description:
city, sT, iip: I N €11 o i, A- ,
a o 3 50 ti �f� 77 e�
S �v c i u 2
Telephone: 7 (, - S 7 4' U `( 3
v iu �- lvvr b D lf17D�
-q `} 3 %
City Lic. #: �% q i (P S
state Lic. # :
Arch., Engr., Designer:
Address:
City, ST, Zip:
..
Construction Type: Occupancy:
' Telephone:
Project type (circle one): New Add'n Alter Repair Demo
State Lic. #:
bZ
W O L F Sq. Ft.: (77 # Stories: #Units:
Name of Contact Person: � /Y}-
<? - (� _ / p 43 Estimated Value of Project- � -7O , O �
Telephone # of Contact Person:
NOT WRITE BELOW THIS UNE
APPLICANT: DO
PERMIT FEES
# Submittal Req'd
Recd TRACKING.
Item Amount
Plan Check submitted
Plan Sets
Plan Check Deposit
Reviewed, ready for corrections
Structural Calcs.
Plan Check Balance
Called Contact Person
Truss Calcs.
Construction
Energy Calcs.
Plans picked up
Mechanical
Plans resubmitted
lain Ian
Flood p p
21' Review, ready for corrections/issue Electrical
Grading plan
Plumbing
Called Contact Person
Subcootactor List
S.M.I.
Plans picked up
Grant Deed
Grading
Approval
H.OA. App
Plans resubmitted
Developer Impact Fee
114 Review, ready for corrections/issue
IN HOUSE:-
A.I.P.P.
Approval
planning PP
Called Contact Person
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
SAFFRON COURT
r,A -
WITH;THE 2
FOR
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
2006 INTERNATIONAL RESIDENTIAL CODE, 2007
JUN 0 2
DRAWING NOTES: \ tJ<
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD
OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. `
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED
REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT.
THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER.
6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL.
7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH IBC APPENDIX I OR IRC APPENDIX H.
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 AFROST DEPTH OF ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS. -
10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL 8. USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO.
DESIGN CONSIDERATIONS:
14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/2 INCH PER FOOT.
15. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET.
16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET,
17. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13.
18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN
ASCEISEI 7, SECTION 6.5.7.1.
19. THE FREESTANDING AND ATTACHED SOLID PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN
STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13.
20. THE FREESTANDING AND ATTACHED LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN
STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13.
21. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR
WIDTH (P, FT), SHALL NOT EXCEED ONE (1).
22. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P,
FT). SHALU 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 1
SECTION 1804.3.1 OF THE IBC AND CBC.
26: EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR
ELECTROPLATED AND CONFORM TO ASTM A=446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO
ASTM A653, GRADE 40.,
27. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS
SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE
REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
28. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK BOLT TZ CARBON
STEEL ( ICC -ES ESR -1917) OR APPROVED EQUAL.
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
AN
DESIGN LOADS:
11. RESIDENTIAL APPLICATIONS - IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRC APPENDIX H.
ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 50 POUNDS PER SQUARE FOOT.
ROOF: 30 POUNDS PER SQUARE FOOT (EXPOSURE C.'NON-HEATED STRUCTURE).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES.B AND C.
100 MILES PER HOUR, EXPOSURES B 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 ACCORDANCE WITH IBC SECTION 1605.3.2.
12. COMMERCIAL APPLICATIONS - IBC CHAPTER 16.
ROOF LIVE LOADS: 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 B AND C.
110 MILES PER HOUR, EXPOSURES B AND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO..GF07-0674
'
DATE: 10/23/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10. 20 a 30 psl
DURALUM PRODUCTS. INC.
SCALE: NONE
RANCHO CUCAMONGACA (951) 741-2107
,
GENERAL NOTES
HORIZ. WIND =
8268 ALPINE AVE., SACRAMENTO. CA 95826
SHEET 1 OF 29
REVISED BY' K K. 8 D P
An 1nnR 17n MPH
/0161 A.52_7M7 FAY An.•L151G calPcfi%�1,vnli�m rnm
t
a t
SOLID PANEL TYPES,.
k. i- w
ATTACHMENT CHANNEL "LEN,.+ • _ ATTACHMENT CHANNEL LE
ALUMINUM /SEEDETAIL� r AN0S7yOFSTRU * f ALUMINUM SEE DETAILS AND 7h OFSTR "^
ROOF PANEL �.4/- 7Mf pRp�F TO.r C fSRf-VAR/fS ROOF PANEL - MIN. 0.5' SLOPE PER FP. 7hf PR
LL NO7g CRE. Vq
SEE
FORSPAN ;r .. /ON /FENclp p„ SEE
SCHEDULER SPANS RO✓ECT/pry FENC`07 ��/FS
- �
"O.H." NOT TO EXCEED 25% "O.H." NOT TO EXCEED 25
OF SPAN < OF SPAN
i _N
SEE DETAIL FOR SPLICE c� SEE DETAIL FOR SPLICE J .
• POST Sp OPTIONAL: CANTILEVER BEAM' m �� PO OPTIONAL: OPTIONAL: CANTILEVER BEAM '
��XPOSTS,
SIZE VARIES ' cCC SCHEDULES CC POSIT BPACINGR ° x =� SQ. POSTS. SIZE VARIES ,Cel SCHFOV fS ,t POS BPACINGR L) v
/Y O f ` O.
3 1/2" -SLAB ATTACHMENT:_ ,ALTERNATE: 25°NOF SP EkC f f p MAY"SLAB BE USED WHERE NT ?5 Fgp 0 : x
MAY BE USED WHERE n N ALTERNATE:' O
PERMITTED. SINGLE POST AN �� + PERMITTED. SINGLE POST AN
SEE SCHEDULE- SEE SCHEDULE �. K SEE SCHEDULE SEE SCHEDULE N
MAX. HT.= 12' ____ S.7I�HT.= 12'�
FOOTING WHERE REQUIRED • _ /
SEE'SCHEDULE FOR FOOTING CUBE SIZE
/ �/
/ j
C'
1
E REQUIRED
FOR FOOTING CUBE SIZE ,
r
PATIO COVER SYSTEM AS MFG. BY:.
•
'
NOTE: EACH COMPONENT IS INTER-
C9
_
•y
F�
NOTE: EACH COMPONENT IS INTER-
10, 20 b 30 Ps ,
DURALUM PRODUCTS, INC.
'
CHANGEABLE WITH ANY OTHER
C;MPONTENT SSOTHERWISE SH
yyN ,
/
Z
CHANGEABLE WITH ANY OTHER
;COMPONTENT UNLESS•OTHERWISE SHOWN.(
'
TYPE""AATTACHED'SINGLE'SPAN"W/CANTILEVER?=
f"
ATTACHED MULTISPAN
W/CANTILEVER OPTION
REVISED BY: K.K. & D.P.•
e
(916) 452-7021 FAX 403-1519 sales®dumlum.wm
' ALUMINUM
_
LENGThOFST`
RUCTURf
ALUMINUM
OOF PANEL
LENGTI/OF'ST +
RUCTURE
ROOF -PANEL
O.H VAR/ES
MIN. 0.5" SLOPE PER FT.
SEE SCHEDULE
O.H VARIES
SEE SCHEDULE
FOR SPANS
(IIAYNOT
FOR SPANS
,
MAY NOT
BE ENCL�SEO1
•_
B E ENCCOSED�
O. S A
O.H SP
"O.H." NOT TO EXCEED 25%
"O.H." NOT TO EXCEED 25% SP
OF SPAN
OF SPAN
SEE DETAIL FOR SPLICE
SEE DETAIL FOR SPLICE •�
-
POST°
OPTIONAL: CANT LEVER BEAM
POST
SffSCh
OPTI NAL: CANT LEVER B
SD. POSTS, SIZE VARIES
SEf SChF��LE S
SEE
POST 3PACINDULE FOR
-
SQ. POSTS. SIZE VARIES
fp�C�S
SE ps ST BPACINGHEDULE R
31/2"SLAB q
MAY BE USED
TO CONSTRAIN
ALTERNATE:
SINGLE POST
O.h.NOTT
Y5° OFSp x ff0
. AN
�
31/2"SLAB
MAY BE USED
TO CONSTRAIN
-' °`
ALTERNATE:
SINGLE POST
O.
75h'NO
x EfD
OF Sp rTHI
x
M
FOOTING, SEE'
SCHEDULE-
SEE SCHEDULE
NOTE
O SPLICE AT THIS
FOOTING, SEE
SCHEDULE
SEE SCHEDULE
-
NOTE O SPLICE AS
iv
y,
POST
D AT END BAYS.
POST D AT END BOYS.'
•
FOOTING WHERE REQUIRED ✓ +
SEE SCHEDULE FOR FOOTING CUBE, SIZE • ,
• °
. FOOTING WHERE REQUIRED- •✓
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
COMPONTENT UNLESS OTHERWISE SHOWN.
"
CHANGEABLE WITH ANY OTHER
F
COMPONTENT UNLESS OTHERWISE SHOWN.
'
TYPE "C" FREESTANDING W/CANTILEVER OPTION' -
'-TYPE "D" FREESTANDING MULTISPAN' W/CANTILEVER OPTION
-
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES. INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:.
JOB NO. GF07-0674
DATE: 1023120D7
COMMERCIAL AND RESIDENTIAL.STRUCTURAI ENGINEERING
SOLID PANEL
STRUCTURES
10, 20 b 30 Ps ,
DURALUM PRODUCTS, INC.
'
•-
SCALE: NONE + +
RANCHO CUCAMONGA, CA (951) 741-2107
'
HORIZ WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95626
SHEET 2 OF 29
REVISED BY: K.K. & D.P.•
90, 100 8 110 MPH
(916) 452-7021 FAX 403-1519 sales®dumlum.wm
4
RAFTER, SEE TABLE e'er
FOR SIZE /
AND SPACING
MAX. PROD.
SEESCHEOULE
MAX. O.H.
..
25% OF SPAN O' z
.SEE S1CHEEII
T
LENGTH OF STRUCTURE VARIES
EACH COMPONENT IS INTER-
iEABLE WITH ANY'OTHER
)NTENT UNLESS OTHERWISE SHOWN.
SOPEN LATTICE -TYPE PATIO COVER
SCALE: N1
YPE "E" ATTACHED SINGLI
RAFTER, SEE TABLE MAX. PROD.
FOR SIZE SEE SCHE U
AND SPACING
X59. ,1, MAX. O.H.
O.H
OFpq.r 0"' 25% OF SPAN
_ OSrSp C4�yG G
OST HEIGHT i
LENGTH OF STRUCTURE VARIES
OPEN LATTICE TYPES
/S NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAX. PROD.
r/NG eL MAY NOT BE ENCLOSED OR COVERED. SEE SCHEDULE
GOING
RAFTER, SEELE
SIZE
FOR SIZE
AND SPACING
ZS�O,S�FR/y� 25%O OF
rSp G
POSbT HEIGFIT
<$ I SEE SCHEDULE I
E,r,Sr/AG
Br//T OrryC
OSTINITHSIDE- m//
LATES SEE DETAILENGTH OF STRUCTURE VARIES Ij�'flllkllUN 0 21008S POST WITH SIDE-
, 3 12ENT °Sr Z��TESSETAIL
MAYE r SpgPERCESEE.
\ B ATTACHMENT
MOTE: CH COMPONENT IS INTER- �ODSED WHERE
��I tJJ &kEA
ABLE WITH ANY OTHER SEF Sp PERMITTED.
FOOTING WHERE REQUIRED ISEESCHED. FOR FOOTIN /PS G`qTENT UNLESS OTHERWISE SHOWN. 1a�NG SEE SCHEDULE
TE; THIS OPEN LATTICE -TYPE ST AFOOTING WHERE REQUIRED,
� MAv�BE ENCLOSED OR ^ SEE SCHED. FOR FOOTING CUBE SIZE
TICE STRUCT ^ z TYPE "F." ATTACHED MULTISPAN LATTICE STRUCTURE
F- r
— m
No• ,37, � NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
• �31 MAY NOT BE ENCLOSED OR COVERED.
j, MAX. PROD.
NOTE: THIS OPEN LATTICE -TYPE` TUR SEE SCHEDULE
MAY.LCLT. BE E `r
I\ • �� RAFTER, SEE TABLE
FOR S1ZE
^r AND SPACING
HEIGHT
1 c
p0
—POST CROSS-5ECTIU
SEE POST DETAI
LENGTH OF STRUCTURE VARIES
LNE LOAD =
SEE
JOB NO. GF07-0674
DATE: 10232007
POSELTION,
r'9B<gC/•yG
E
10, 20 a 3D psr
/'O
SEF
SEE POST OGT
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
� Spq
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO, CA 95826
NOTE: EACH COMPONENT IS INTER- pos
SEE rsp
MAY ee SED
<EG
3 12 -SLAB
CHANGEABLE WITH ANY OTHER
qOjN
TO CONSTRAIN
MAY BE USED
TO CONSTRAIN
COMPONTENT UNLESS OTHERWISE SHOWN.rqe l�
�F G
FOOTING. SEE
SCHEDULE
NOTE: EACH COMPONENT IS INTER-
p
°sr
SEE
FOOTING. SEE
CHANGEABLE WITH ANY OTHER
T�(gC,LC
SCHEDULE
OPEN LATTICE -TYPE PATIO COVER
FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN.
E
FOOTING WHERE REQUIRED
SCALE: NTS
SEE SCHED. FOR FOOTING CUBE SIZE
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN LATTICE
STRUCTURE
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LNE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
10, 20 a 3D psr
DURALUM PRODUCTS.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
STRUCTURES
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO, CA 95826
SHEET 3 OF 29
REVISED BY: K.K. 8 O.P.
90,100 8 110 MPH
(916) 452-7021 FAX 403-1519 sales®durelum.com
I
.OLID -PANEL S -P -ASN, S,FOR COMMERICAL .& PATIOS
.09R. (I.S.) `.67'!
:251, FAN BEAM
ALL UNMARKED RAII .O6R i -
2.5" _ ' N
/\---t.38" . ^ L
SLUM. ALLOY
s
F LAT -RAN
(PSF)
(IN,)
90,100 8110f
MPH -SPAN
EXP.B
EXP...
.r—
.018
9'-0"
�� I
,
10,_2„
7—i
.024
14'-9"
14'-9"
.032
17'-8"
17'-8"
.040
SHEET 4a OF 29
20.
.020
9' 9"
9'-9"
.024
10'-6"
10'-6"
032
12'-B"
12'-8"
.040
14'-2"
14'-2"
30
.020
8'-0"
8'-0"
.024,
8'•9"
8'-9"
.032
10'-4"
10'-4"
.040
j1'-8"
11,_8„
•90/100/110 MPH
HEADER
EXPOSURE B & C
.09R. (I.S.) 67"
25"
ALL UNMARKED RADII .06R
2.5" T=SFE TABLE BELOWBELOtL, e
N
CEILING FAN AND/ I �s
_+- 5.25"
OR LIGHT FIXTURE I+
6 00"
( MAX. 30 lbs.) ALUM. ALLOY 3004-H36 OR EQUAL
JJIT. ((f� ALLY
'lit°' FLAT PAID
90,100 8110
(PSF) (IN.) MPH SPAN
EXP.B . EXP.0
r
M .018 14.3" 14.3„
9V0. 37948 x;I ALLOWABLE SPANS
EXP. 3131109 1' 2" x 3" FAN BEAM
�10. .020 15'-5" 15'-5" �
C P T=.070" TY 10#' 20'-7"
�. 3„ .024 17'_4„ 17* -4"
20# 15'-6"
30# 12'-9" .032 19'-5" 19'-5"
EXIST. WALL FAN BEAM ALUM. ALLOY 6063-T6
.040 21'-0" 21'-0"
ATTACHMENT AT HANGER CHANNEL
20 .020 11'_0„ 11'-0"
FAN BEAM
.EE SCHED.HANGER HANNEL
.024 12,_5, 12,75,
3.,
FAN BEAM
.032 14'-4" 14'-4"
#12 S.M.S. SCREW #12 S.M:S. SCREW AT HANGER CHANNEL
.040 16,_0„ 16,_0„
FAN BEAM
ATTCHMENT AT HEADER
FAN BEAM\
` 3„
).042"x3"x8" HEADER#12 x 3 1/2" S.M.S. SCREW
AT HEADER
DRAWN BY.: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE Lono =
PATIO COVER SYSTEM AS MFG. BY:
30
.020
9'-0"
9'4"
.024
10,_2„
10,_2„
.032
11'-9"
11' 9"
.040
13,_2„
13,_2„
(916) 452.7021 FAX 401-1519 sates®duralum.com
SHEET 4a OF 29
DRAWN BY.: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE Lono =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674 ,
'
DATE: 1 012 312 0 0 7
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL SPANS
10 20 a so,
DURALUM PRODUCTS, INC.
8269 ALPINE AVE.. SACRAMENTO; CA 95826
•
SCALE: NONE
REVISED BY: K.K. 8 D.P.
- RANCHO CUCAMONGA, GA (951) 741-2107
FAN BEAM
HORIZ. WIND =
70, 90 8 110 MPH
(916) 452.7021 FAX 401-1519 sates®duralum.com
SHEET 4a OF 29
SOLID PANEL SPANS FOR COMMERICAL & PATIO 0 2 2000 90/100/110 MPH
.25" T=SEE TABLE B 35" 75"
40' � -
2.46" 1 1.70" 4q" �e S V CAMA <"Z,.40'7- .25„ �� Q. G-
1.48'
-1.48' 40" I .40 5 .40" .35" 0
3.00' 4.50 4.50" 4.50" 4.50" 3.00"
No. 37948
ALUM. ALLOY 3004-1-136 OR EQUAL
Exp. 3131109
24" TRI -'V" PAN
L.L.=
(PSF)
PANEL'T'
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
10
.018,
11'-0"
10'-0"
10'-0"
9'-0"
9'-7"
8'-8"
SHEET 4 OF 29
.024
12,-10"
11,_7"
11'-7"
10,4„
11'-0"
101_01,
.032
14,_9„
13,4„
13,-4„
12,_0„
12'-10"
11'-7"
.040
22'-4"
22'-4"
22'-4"
22'-4"
22'A"
22'-0"
20
.018
9, 6„
9, 6„
9,-0„
9,-0„
9,-0„
9,-0„
.024
10,_7,
10,_7,
10'-7"
10,4„
10,_7,
10,_0„
.032
11'-B"
11'-B"
11'-8"
11'-8"
11'4"
15,_3„
.040
17,_1„
17,_1„
17,_1„
17,_1"
17,_1„
17'-1"
30
.018
7'-9"
7,_9„
7'-9„
7'-9„
7'-9„
7,_9„
.024
9'-0'
9'-0"
9'-0"
9'-0"
91-0"
91_01,
.032
10,_2„
10,_7,
10,_2„
10'-2"
10'-2"
12'-6"
.040
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
EXPOSURE B & C
Al I1M Al I f1Y ;nnA_WQF h17 Pni IAI
12" x 3 1/2" W PANEL
L.L.=
(PSF)
PANEL'T'
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
10
.020
15,-6„
15,-6„
15,-6„
151_0„
15'-6"
14,-6„
SHEET 4 OF 29
.024
18,_1"
18,_1"
18,-1"
17'-4"
18'-1"
16'_8"
.032
20,_9„
20,_9„
20,_9„
20,-4„
20,_91.
.040
22'-4"
22'-4"
22'-4"
22'-4"
22'A"
22'-0"
20
.020
11'4"
11'-3"
11'-3"
11'-3"
11'-3"
11'-3"
.024
13'-0"
13'-0"
13'-0"
13'-0"
13'4"
13'-0"
.032
15,-3"
15,_3"
15,_3„
15,_3„
15,-3"
15,_3„
.040
17,_1„
17,_1„
17,_1„
17,_1"
17,_1„
17'-1"
30
.020
9'-3"
9'-3"
9'-3"
9'-3"
9--3^
9'_3"
.024
10'-6'
10'-6'
10'-0'
10'-0'
10'-6'
10'-6'
.032
12'-6"
12'-6"
12'-0"
12'-6"
12'-0"
12'-6"
.040
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
'
DATE: 10272007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANELSPANS
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
1(916)452-7021
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
HORIZ. WIND =
6269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 4 OF 29
'
REVISED BY: K.K. 6 D.P.
90, 1001 110 MPH
FAX 403-1519 sales@duralumcnm
PANEL FASTENERS 90/100/1'10 MPH EXPOSURE B & C
.075„
-1 .750" I-- .860"
I L X .S 11Z . VV r/AINCL
L.L= PSF 90- MPH 100- MPH 110- MPH
10 #10 S.M.S. #10 S.M.S. #10 S.M.S.
20 #10 S.M.S.. #10 S.M.S. #12 S.M.S.
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
SCHEDULE OF ALLOWABLE SPANS FOR 6" / 8" x 2 1/2"
FLAT PANEL ADJACENT TO SKYLIGHT PANELS
L.L.=
6" PANEL SPANS / 8" PANEL SPANS
�.
�pFE5�� ' .
t=.024"
t=.032"
t=.040"
DATE: 10/23/2007
6"
8"
r-
24„
6"
CA
6"
8"
. .440"
.265"
10'-2"
12'-9"
��
Prj �.
13'-4"
14'-7"
24" TRI -'V" PAN
20
8'-10"
f3�0 .07 '
10'-3"
L.L.= PSF
90- MPH
11'-4"
100- MPH -
110- MPFp—j
30
7,-1"
40°
8'-4"
8'-4"
9'-10"
9'-10"
w
No. 37948 '
A JUN s:oo°
10
#10 S.M.S.
#10 S.M.S.
#10 S.M.S'y-
EAP. 31310
y
OPTIX® PRODUCTS ACRYLIC PER
20
#10 S.M.S.
#10 S.M.S.
#12 S.M.S. �,
Nk
R9.250
I.C.C. E.R. 5411 OR EQUAL
`
30
#12 S.M.S.
#12 S.M.S.
#12 S.M.S.
SKYLIGHT DETAIL 1 ;
I L X .S 11Z . VV r/AINCL
L.L= PSF 90- MPH 100- MPH 110- MPH
10 #10 S.M.S. #10 S.M.S. #10 S.M.S.
20 #10 S.M.S.. #10 S.M.S. #12 S.M.S.
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
SCHEDULE OF ALLOWABLE SPANS FOR 6" / 8" x 2 1/2"
FLAT PANEL ADJACENT TO SKYLIGHT PANELS
L.L.=
6" PANEL SPANS / 8" PANEL SPANS
t=.020"
t=.024"
t=.032"
t=.040"
DATE: 10/23/2007
6"
8"
6"
8"
6"
81,
6"
8"
10
10'-2"
10'-2"
12'-9"
12'-9"
13'-4"
13'-4"
14'-7"
14'-7"
20
8'-10"
8'-10"
10'-3"
10'-3"
11'-4"
11'-4"
12'-3"
12'-3"
30
7,-1"
7'-1"
8'-4"
8'-4"
9'-10"
9'-10"
10'-8"
10'-8"
USE A MAX. OF (1) SKYLIGHT PANEL PER:
(3) 8".ROOF PANELS OR (4) 6" ROOF PANELS
,LL.= PSF 90- MPH , 100- MPH t 110- MPH
10 #10 S.M.S. #10 S.M.S.. #10 S.M.S.
20 #10 S.M.S. #10 S.M.S.. #12 S.M.S.
f 30 #12 S.M.S. #12 S.M.S. #12 S.M.S.
FLAT PAN W/(2)y1
S"�
•
DRAWN BY: K.K.
' TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
•
DATE: 10/23/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL FASTENERS
10, 20 8 30 psf
HORIZ. WIND -
DURALUM PRODUCTS, INC.
8269 ALPINE AVE., SACRAMENTO, CA 95826
.
SCALE: NONE
REVISED BY: K.K. 8 D.P,
RANCHO CUCAMONGA, CA (951) 741-2107
90, 100 d 110 MPH
(916)452-7021 FAX 403-1519 .alas®dumIu-com
SHEET 5 OF 29
RAFTER SPANS FOR OPEN LATTICE COMMERICAL & PATIOS 90/100/110 MPH EXPOSURE B & C
ALUM. ALLOY 3004H36 -I I 6.5, 3'0 60
6.5" OR EQUAL MAX. -7 2" f 1LI
J 2.. I 1
-I *SEE NOTE BELOW ALUM. ALLOY 30041-136 -.042"
OR EQUAL
024".024"
ALUM. ALLOY 3004-H36 032" -� .032"
OR EQUAL .042"
*SEE NOTE BELOW
S rn m DBL. 2 x 6 1/2" RAFTER m E3R FTER
m v 2 x 6 112" RAFTER ; - 100 PH 110 MPH
v `�, 100 MPH 110 MPH L.L.= "T' a 90 MPH 100 MPH 110 MPH q.042
n 9L.L.= 'T' n 90 MPH ) oEXPEXP. B EXP.0 EXP. B EXP.0
(PSF) (INJ a EXP. B EXP.C' EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 . w o16" 20'-3" 18 4" 18 4„ 16' 6" 18'_1„ 16'-0"16" 28,_ 25'-7" 22'-6" 25'-2" 21,_2„
16" 14'x" 13'-0" 13.0„ 11 _8„ 12 _10Vl'-44" 024 024 24" 16 6„ 15'-0" 15'-0" 13.6 14'-5" 13' 1"24„ 23'- 20'-10" 18 _9„ 20' 6" 18'-2"
` J 11._8„ .10'-7'; 10'-7" 9,-6„ 1 p.-4„ 10
16" 19,_1„ 17'4" 17'4" 15'-6'.
17--l" 16" 27,_0" 24,-6„ 24,-6„ 27-0„ 24.7, 21,-4„
101 032 03215,-6„ 14.2„ ` , 14 _2„ 12,_8„ 13' 11 24" 22'_0„ 20'_0„ 20'-0" 18'-0" 19'-8" 17'-4"
16" 26' 4" 23.10" 23,_10„ 21,_6„ 23,_0" 20'-10' 16" 15'-2" 15,_7' 15,_2„ 15'-2" 15'-2" 15 _2„ 16" 21 _0„ 21'-0" 21'-0" 21'-0" 21 _0„ 21'_0„
042 .024 042
24" 24" 17 _2„ 17.2" 17.2„ 17 _2„ 17'-2" 17'-2"
21'x" 19 _6„ 19.6„ 17 _6„ 18 _9„ 17'-0' 20 24" 12 4" 12'11" 12'11" 12'1i" 12'x" 12'13' 20
16 20'-2" 20'-2" 20.2„ 20'-2" 20,_2 20'-2"
16" 10'-8' 10.8„ 10'-8" 10.8„ 10'-8" 10.8„ .032 „
.024 24 16'-6" 16'-6" 16'-6" 16'-6" 16'-6' 16'-6'
24" 8'-9" 8' 9" 8,-9„ B,_9„ 8._9„ 8'_9„
16" 14 _3„ 14.3„ 14 _3„ 14.3„ 14 _3„ 14'-3" 16" 12.5„ 12,_5, 12,_5, 12,_5, 12,_5, 12,_5„ 16" 17,_3„ 17,_3„ 17,_3„ 17,_3" 17,_3„ 17,_3„
024 042
20 .032 24" 11'_8„ 11 _8„ 11,_8" 11'_8„ 11' 8" 11' 8' 3p 24" 10,_7, 10'-2" 10,_7, 10,_2„ 10,_2 10'-2' 3p 24" 14.2„ 14 _2„ 14 _2 14.2„ 14.2„ 14 _2„
16" 19,_8„ 191.8„ 19,_6, 19'-8" 19,_8„ 19-8" 032 16 16,_7, 16.7, 16,_7, 16,_7, 16,_7, 16,_7
R24"
16 _1„ 16.1„ 16.1„ 16.1„ 16.1„ 16.1 24" 13' 6" 13.6 13 6„ 13' & 13.6„ 13 _6„
8'-10" 8'-10" 8' -to" 8'-10" 8'-10" 8'-10" * ENGINEER'S NOTE: WHERE SINGLE RAFTE6 1 h0 OUBLE RAFTERS WITH 3" MAX. SPACING
.
T-2" 7'-2" 7'-2" 7'_2„ 7'-2" T-2" BETWEEN MAY BE USED AT 32" o.c. OR 48�`o t9� NG 5la'.CE RAFTER SPANS ARE NOT EXCEEDED.
11 _9„ 11 _9„
11--g.- 11 _9„ 111-91, 111-91, JUN 0 2 2008 m
30
.032-
24" 9!-711 9'-7" 9'-7"
9'-7"
9'-7"
9'-7"
Y
�O. 37 948
t� 1_
r-PROJECTION
16" 13'-6„ 13'-6, 13,_6,
13,_6,
13' 6„
13'-6"'
3/37/08
e�F1L SPAN
.042
24" 13'-3" 13'-3" 13'-3"
13'-3"
13'-3"
13'-3"
n4
�\P
TRIBUTARY WIDTH
TABLE
CLEAR SPAN
(FT.)
1
O.H.
10
11
12 13
14 15
16
17
18 19
20
21
= h
5
6
6 7
7 8
8
9 9
10
10
11
TRIBUTARY TRIBUTARY=
7
7 8
8 9
9
10 10
11
11
12WIDTH12
SPAN + O.H.
6
7
M
8
8 9
9 10
1011
11
12
12
138
9
9 10
10 11
11
12 12
13
13
14
�•'•• NOTE: TIE SPANS IS
11 12
12
13 13
14
14
15
EQUAL TO CENTER SPAN TO CENTER SPAN
9
10
10
11
-
11
11 12
12 13
13
14 1 14
1 15
15
1 16
DRAWN BY: K.K
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
JOB NO. GF07-0574
DATE: 10232007
STRU RAL
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFTER SPANS
10, 20 8 30 ps1
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
,
SHEET 6 OF 29
SCALE: NONE
RANCHO CUCAAL
CA 741-2107
90, 100 d 110 MPH
(916) 452.7021 FAX 403-1519 salas@dumlum.wm
-
REVISED BY: K.K. b
D.P.
HANGER CHANNELS .AND MOUNTING BRACKETS-...*-
�f - 1.50"
WALL FASTENERS • - ' -
.#-H36 _ SEE TABLE 300" o7B � 2.74�e
- _ .06 - - .. .633" -"
.25"R
010"x90" 202" r OS' ,
"X DIA. 910 SMS (61 PANEL • 060"
CJ
,� • -�' • + - - LOCKS OR 08 SMS 4" T=.
-.563" ATEA. CONTACT p
O WALL FASTENERS
} ° o WALL ; a Mcl) 281" _ • .200' SEE TABLE
o.
r - CONTINUOUS A- RAIL, - O
-� � FASTENERS - � " c • �
� ALUM.ALLOY � ROOF PANEL Q (WHERE OCCURS) •
6063-T6 - 3 'ALUM.ALLOY _ 'APPROVED 3^ OR 4" A '
Cs• ,06 ' 6063-T6 INSUL. ROOF PANEL No
ly t.75" O ' , BB 010 SMS @ EA. CONTACT - ^ AL6o63 T6 Y o'
-ROLLF,ORMED HANGER "_' EXTRUDED HANGER CHANNEL ° — - -
WALL CONNECTION '.O LR: HANGER C #10 SMS T&B
�.' �e�• AT 17" n r.
R.F. OR EXT. HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET: \ _
i
OJ -
FASCIA BOARD EXIST. EAVES. RAFTER
° ALLOWABLE PROJ. EXISTING EAV
SEE TABLE BELOW OVERHANG,
• O2
HANGER I RAIL FASTENER TO FASCIA, WALL•(STUD, MASONRY OR CONC.)'
WIND AT 2x FASCIA AT WOOD STUD • • ' AT MASONRY OR '
DESIGN ' .WI SIMPSON A35 16" O.C. s CONCRETE
LL=10 LL=20 LL=30 LL=10 LL=20. LL=30 •LL=10 LL=20 LL=30
ALUM. PANEL 2x
90 A BorD BorD - E E E J J K
3x ALUM. RAFTERLuo zz
100 BorC BorD BorD E E- E J J K
110 D BorD+ BorD E E E J_ J'• K
� DESCRIPTION OF LAG SCREW SEE NOTE BELOW)
A=3/8"GJ x 1 1/2" I@ 12" O.C. E=3/8"0 x 4" ®O.C. EACH STUD
�¢uJ ` B=3/8"0 x 1 1/2" � B" O.C. t F=7/16"0 x 4" @ O.C. EACH STUD
cnwa; J=1/4"0x1 1/8"@16" A.B:
N 7f16"0 x 1 1/2" @ 12" O.C. C=7/1 6"0 x 1 1/2" @ 10" O.C. ;
D- K=114"0x1
EXISTING EAVE CONNECTION
EXIST. RAFTER
DRAWN BY: K.K.
ALLOWABLE DECK/ RAFTER SPAN'
RAFTER SIZE
SPACING
OVERHANG
1 1/2"
LL=20
LL=30
- 2" x 4" + •
FULL OR
16" O.C.
1'-6"
13'_10°
i73 -
2'-0" 8'-8"
P1776
5'-1011 f
2 x 4
FULL
24" O.C.
1'-6"
8'-3"
5'-6" . 'A
2'-0" 4'-6"
3'-0"' N
2"x6"FULL OR
2"xB"NOTCHED
?4" O.C.
2'-0"
14'-0"
.9'-6" .
2"x8" FULL.
24" D.C.
CAUCK JOINTS AND SLOPE
TO DRAIN
r•FTER
29,_3„
25•_0,:
QF SSi ,_9,•
r
RA
TYPICAL BRACKET AT EVERY 2x -
�rn�
_
e r
EXIST. RAFTER
DRAWN BY: K.K.
ALLOWABLE DECK/ RAFTER SPAN'
RAFTER SIZE
SPACING
OVERHANG
1 1/2"
LL=20
LL=30
- 2" x 4" + •
FULL OR
16" O.C.
1'-6"
13'_10°
i73 -
2'-0" 8'-8"
P1776
5'-1011 f
2 x 4
FULL
24" O.C.
1'-6"
8'-3"
5'-6" . 'A
2'-0" 4'-6"
3'-0"' N
2"x6"FULL OR
2"xB"NOTCHED
?4" O.C.
2'-0"
14'-0"
.9'-6" .
2"x8" FULL.
24" D.C.
CAUCK JOINTS AND SLOPE
TO DRAIN
r•FTER
29,_3„
25•_0,:
QF SSi ,_9,•
f
DRAWN BY: K.K.
10# L.L.=(2)#8 SMS.EA: SIDE •
,
COVER SYSTEM AS MFG. BY:
1 1/2"
2D#/30#L.L.=(2)#10 SMS EA. SIDE
'U-BRACKET..1 T�
4'
3/16" - '
�.�
10, 20 8 90 psf •
DURALUM PRODUCTS, INC.
0
STEEL
//
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
_ _____
3/4" OR 1 1I2"
•,�
0
0
1/4"0HOLES,TYP.
,
NOTE: PROVIDE WATER
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
- ATTACHMENTS
90, 100 8 110 MPH
8 0
PROTECTION, METAL FLASHING.
•
I
2x61/2"'
+
0 O
CAUCK JOINTS AND SLOPE
TO DRAIN
r•FTER
5" MIN. : •
r
RA
TYPICAL BRACKET AT EVERY 2x -
-
1114".
e r
_ _
_ _ /4" O_R
"
\
FOR SPAN SEE ALLOWABLE -
DECK/RAFTER SPAN TABLE
NOTE: AT 10, 20 & 30 L.L. MAY USE: JUN Q 122000EXI
STING WOOD STUD FRAMING EAVE LENGTH
A�
2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE `= Q �� 4p ./l." I • 2:9 OR 2.8 LEoaea
` NEEDED TO EXIST. WALL AT WD: STUDS (16" O.C.) Z 2 -EACH 1/4"O -x.3-112" LAG SCREWS L.L-==10 p�st
I; T USE: (T' 2 EACH 7/16"0 x 3.112'"L'AG'SCREW.S L.L.=20 AND 30 psf 3 1/2 -#10x1 3/4 -
NO. 37948 r R) ]73)-# x3 1/2' W.S. )
j (2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PERS D �r PATIO DOVER
i( c .3131
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BEd' _ `RAFTER TO. .
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11. WON ALL CONNECTIl` J NOTE: PLACE "SIKA FLEX* OR SIMILAR ,
RESPECTIVELY 7 MATERIAL BETWEEN BRACKET AND COMP:'
I * ' SHINGLE ROOFING TO PROVIDE SEAL -
NOTE:BRACKET' .
+ MAYBE MOUNTED '
BRACKETCONNECTIONBELOW RAFTERW/x
SAME CONNECTION'S.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC. +
LIVE LOAD =
COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
'
4'
HANGER CHANNEL
10, 20 8 90 psf •
DURALUM PRODUCTS, INC.
•
•
° -
DATE: 10/232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
]PATIO
HORIZ WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 7 OF 29
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
- ATTACHMENTS
90, 100 8 110 MPH
(916) 452-7021 FAX 403-1519 sales@dumlurticom
•
REVISED BY: K.K. 8 D.P.
COLUMN /POST TYPES &SURFACE MOUNT ATTACHMENT DETAILS
\
3., 2' 3.00" SQ.
�J 3.00"SQ. � � � .032" ato sMs 3:00" SQ. � G =3" Q.xt=.188"I
.024" @24'D.C. --�1.0 O H=3"SO.xt=.250'�I
EA. SIDE o
„ C 075" J=4"SQ.xt=.188II
65/ O o
3,. "' K=5"SQ.xt=Li
(� NP .040" ALUM.
048"STEEL
{ \ .032' 3.0".4.0" OR 5.0"
\ 024" 28" O O
PLASTIC PLUG
3" SQ. ALUM. POST 13"'SQ-ALUM. POSTS 3 ALUM ALLOY o a- 3s POST MAG POST SQUARE
ALUM. ALLOY300POS WITH SIDE PLATES J O 3" SQ. ALUM. POST STEEL POST
3" SQ. STEEL POST ASTM A36 GRADE 40
ALUM. ALLOY 3004-H36i ALUM. ALLOY 6063 T6
: lei � qI 0 2 7 jgLUM. AL'COY 3.00"'OR`� 2.0"
5 �• CA�,1A�`G 6063`T5 2.40"
2 1.375° 7/16"56" 2 FLANGES
OHOLE . 2 1/8' APART
I�. 0 .75" 1.1 zs• 2.5"
Np• 3
.31 9 75" .75" BASE FLARES
15T' TO TWDE EA.
1.60" TYP _ SIDE OF FLANGES
rT T 1.5 USE FOR 3" 1-
POST ONLY
INSTALL WASH. PLATE 5.50"
j
15,'x-5/16- x 5Y:" WHEN USING 090" TY & 2-3/8" HOLES
E
IN -'7.10 MPH WIND -AREA ;,/' CL 2- 5/16"0 HOLES TYP. EA. SIDE
1 -090" BRACKET FOR 3" POSTS"
r ALUM "T" BRACKETS STEEL "T" BRACKET 5
T=.060" TYP. ---�. 6"
4 3 LAG SCREWS_OR\ 2 1/8" 2 1/8"
�4)-1/4" LAG SCREWS \ "T BRACKET
/ 3 7/8" ®3"S0. POST W/
(2.5" PENE. INTO WALL )
J ,' 1, (2)-#12 SMS EA. 3^ SD. ALUM POST
SIDE OF POST OR
3';
X\
c 1 2„ 114" M.B. THROUGH
I f,,, r . I POST
�W I -�
I
I
�3" x 8" ALUM. RAFT. BRACKET /
3" x 8" ALUM. HEADER
HEADER BRACKET
ALUM. ALLOY
6063-T5
"H" BRACKET
i
7� GA. PL. (.18")
DRAWN BY: K.K.
acc i.vry
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
F1162
11/16" 0 ROD
3/16"
COLUMN/
10. 20 & 30 ps1
DURALUM PRODUCTS, INC.
1040 STL.
DATE: 10232007lCOMMERCIALAND
RESIDENTIAL STRUCTURAL ENGINEERING
POST TYPES
WIND o
ALPINE AVE., SACRAMENTO, CA
AUGER PARTS PAINTED
"RUST-O-LEUM" OR EQUAL
SCALE: NONE
20
3"SQ.POST BRACKET:
90, 100 6 110 MPH
0. 100
mlu
(916) 452-7021 FAx 403-1519 sales(a?duralum.c0m
(916
20"
z 1n'k 2
OR HOT DIPPED GALVANIZED
(1)-1/4" 0 M.B.
TL.
x 7 GA. STL.
OR ELECTROPLATED
PER SIDE (2 -TOT.)
PLT. ASTM A36
4" DIA. 9 GA. —
ASTM A-36 HELIX3/16"
9"xifi"x7 GA.
^ STEEL PLATE
NOTE:
ASTM A36
SINGLE PASS WELDED
AUGER ANCHOR
MAY BE USED WITH
AUGER PARTS PAINTED
3"SQ. ALUM. POST
"RUST-0-LEUM" OR EQUAL
ONLY.
OR HOT DIPPED GALVANIZED
NOTE:
OR ELECTROPLATED
STEEL FOOTINGS AND AUGER ANCHOR TO BE
SINGLE PASS WELDED
USED FOR 10 L.L. ATTACHED STRUCTURE ONLY.
STEEL FOOTING 6
DRAWN BY: K.K.
acc i.vry
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
COLUMN/
10. 20 & 30 ps1
DURALUM PRODUCTS, INC.
DATE: 10232007lCOMMERCIALAND
RESIDENTIAL STRUCTURAL ENGINEERING
POST TYPES
WIND o
ALPINE AVE., SACRAMENTO, CA
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741.2107
90, 100 6 110 MPH
0. 100
mlu
(916) 452-7021 FAx 403-1519 sales(a?duralum.c0m
(916
SHEET 8 OF 29
REVISED BY: K.K. d D.P.
COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS
r ALUM.'T"BRACKET USE WITH
POST TYPE B.C,D.OR E STEEL POST ONLY:
STEEL-rBRACKET USE WITH i USE POST TYPE(3 -5/8"O BOLTS
T" BRACKET POST TYPE B.C,D,E.F,G,H,J OR K. F. G, H. J OR K FOR POST TYPE J -
3 -SQ. POST W/ ALUM.-T"BRACKET:
3"SQ.;POST (2)-#12 SMS EA. 3 Pas?
SQUSE (2018-0 HILTI i i 415"
SIDE OF POST OR KWIK BOLTS OR EQUAL i (2)-1/2"0 BOLTS 15"INSERT
{ ' 1/4" M.B. THROUGH STEEL
1/2 DEPTH OF I i FbR ALL
OTHER --:4
/ POST SEE NOTES BELOW USE (2)-318'0 HILTI KWIK . FOOTING OR I I %.188"
BOLTS OR EQUAL 12" MIN. EMBD. I I CONDITIONS a 5" ASTM A36
(2)-3/8"0 HILTI "KWIK"' (2" MIN. EMBEDMENT DEPTH:: 1 I STEEL
BOLTS, OR EQUAL, EACH FOR KWIK BOLTS T.0 C.
BRACKET TO SLAB.
MINIMUM DISTANCE TO ' 1 r j 2"S .BASE AT
EDGE OF SLAB = 2-112" c • . d w =o ASTM A572 STEEL
DEPTH w = 3/18"
SLAB SHALL BE IN , c POURED CONCRETE" -;'�• •• F1-
GOOD CONDITION FOOTING SEE NOTE / w 3" SQ. POST (STL) - -�
3_1/2" MIN. SEE
3" SQ. POSTS TO CONC. FOOTING
ATTACHED
ALTERNATE FTG.
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
CUBE SIZE
50..18" DEEP
' CUBE FTG.
FOOTING SIZE
SINGLE POSTS
EMBED.
18"
18" SQ.
12"
BOLTS
23' & 24' CUBE
(2)-12'0
3 114"
20" 21" SQ. 12"
22"
25" SQ.
16"
25"- 30' CUBE
-(4)-12.0.
3 1/4'
24" 28"'SQ. 20"
26"
32" SQ.
23"
31"-3 ' CUBE
(4)-5/8"0
4'
28"
35" SQ.
25"
35' - 39' CUBE
(4)-3/4"0
4 314'
30" 39" SQ: 28"
32"
43" SO.
30"
40"- 42" CUBE
(4)-314"0
4 3/4'
34
47 SQ.
32"NOTES:
BOLTS SHALL BE HILTI KWIK BOLT TZ CARBON STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
SPECIAL INSPECTION REQUIRED.
_
36" 51" SQ. 34„
38" 55" SQ. 37"
40" 60" SQ. 39„
42" 64" SQ. 41"
.44" 69" SQ. 43"
' CUBE FOOTING W13 112' SLAB
(1)-12"OM.B. O '
x9" LONG, 1" SQUARE
FROM END SEE FIGS.
OF POST SCHED.
NOTES:
DRAWN BY: K K.
1. DO NOT USE ALUM. "T•
COLUMN
BRACKET WITH 3X8 BM.
PATIO COVER SYSTEM AS MFG. BY:
W/INSERT, MAG. BEAM, 4" OR
'
7"I -BEAMS.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
;
10, 20 8 30 psi
2. POST TYPE E
'
INSTALL WASHER PLATE, 2"X
SCALE: NONE
' X 0'-5X7" AT STEEL "T"
AND EMBEDMENT
913ACKET.
8269 ALPINE AVE., SACRAMENTO. CA 95826 _
(916) 452-7021 FAX 403-1519 sales®duralumcom
3. POST TYPE F
DO NOT USE STEEL'T"
I AI
�l�ltl 0 2 2008
BRACKET W/7" I -BEAM.
Llu
'
cc
No
37948
Exp' 3137/08
rr
T
C
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
n
OR FLUTED
OR 4" SQ. POST (STL.)
INSERT
PL.5/8"THK.
111T 91' 112" -
1 12• 15' 1 12"
WELDED STEEL:BASE PLATE
BASE PLATE SCHEDULE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8
12"SO. x 5/8-1 B. C. D, FBG
18" SQ. x 5/8' 1 B, C, D, f, G, & H
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE ANCHOR BOLTS (SIZE & TYPE)
(4)- 3/4"0 HILTI KWIK BOLT TZ CARBON STEEL
12'x12"x 5/8" PER I.C.C. ESR -1917 OR EQUAL
(4 3/4" EMBEDMENT DEPTH)
(4)- 3/4"0 HILTI KWIK BOLT CARBON STEEL
18"x18"x 5/8" PER I.C.C. ESR -1917 OR EQUAL
( 4 3/4" EMBEDMENT DEPTH)
^
DRAWN BY: K K.
TOM CAMPBELL & ASSOCIATES, INC.
COLUMN
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
'
DATE: 1023/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOVNT
10, 20 8 30 psi
DURALUM PRODUCTS, INC.
.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AND EMBEDMENT
HORIZ. WIND =
90. 100 8 110 MPH
8269 ALPINE AVE., SACRAMENTO. CA 95826 _
(916) 452-7021 FAX 403-1519 sales®duralumcom
-
SHEET 9 OF 29
REVISED BY: K.K. B D.P.
I
HEADER BEAM TYPES & ATTACHMENT DETAILS
1.52" •61" GUTTER EXT. CLIP GUTTER EXT. CLIP 3.00" SQ.
.�.I1.0OIf
2.00" SPLICE WHERE SPLICE WHERE SPLICE WHERE
1 79rr OCCURS —� OCCURS OCCURS
�- 4.6' 075-
z 17' 4.6" TYP. 14"R
cD 73" 2.57 'Y
I TYP. .048"
'--Y- 2.04-L
�..
2.06" 065"
_r I TYP' a.00ao• s.o
2.93" 11 -.- ASTM A653 GRADE 40
2.T'
.038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY
FASCIA -ALUM. ALUM. ALLOY 6063-T6' 6063-T6 E
ALLOY 3004-1136 A 6063-T6 B C
6.5" ROLLFORMED O 4.5" GUTTER O MAG. GUTTER O MAG BEAM 3" SQ. STEEL BEAM
.V CJ r CAM �� 3" 6.5' L I 3., �� �,P A� LC MAX. 2"
o �Z
�z
ft' .042"
SPLICE NO. 37W X �` I I
WHERE 4" SPLICE WHERE '� �y� 3/311 —� �— 8.0"
OCCURS ^070„ OCCURS B(p. •032 'I
TYP.
T
110"
TYP. C
r
ALUM. ALLOY 3004-H36 ALUM. OR EQUAL
30044136 1I
ALUM. ALLOY ALUM. ALLOY OR EQUAL J ��EOUAL
J
6063-76 O - 6063-T6
4" I -BEAM 7" I -BEAM DBL. 2 x 6.5 BEAM J,—' '3 x 8 BEAM
3.0" � 1.25"
�
JJl--I I I ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS
—T MAX. 3„ e 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM
�.042'
�042" T- 14 GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM
— 7.875"
� ASTM A653 GRADE 50
I I
625"
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 II
OR EQUAL O OR EQUAL O2.875"
3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM 3 x 8 BEAM
STEELINSERT
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GFo�674
DATE: 10/23/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10.20,3.",
20 8 30 Ps1
DURALUM PRODUCTS, INC.
1(916)452-7021
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
BEAM TYPES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 10
REVISED BY: K.K. 8 D.P.
90. 100 8 110 MPH
FAX 403-1519 sates®dumlumwm
BEAM TO' POST CONNECTION DETAILS '
OPTIONAL DECORATIVE FASCIA
(WOOD. ALUM. OR HAROBORD) • - 3" x 8" X 042" BEAM,
3" SQ. 'STEEL OR : '; . 2t -#I0 S:M:S?EA: SIDE-(4)TOT. • '
+ MAG BEAM:• n, 2 :" -
r *. r i _ #10 S7M.S1TOP-& B_OTT. (2)=TOT.
2412 x 12" S.M.S. EACH SIDE OF 3" .x - '1 #10 x 112° S.M.S. TOP'
• S0. POST (4 -TOTAL)' • „ 8 BOTT:
1 1!4" ` c
ALTERNATE: 1/4"0 BOLT W/ WASHER _ • °'
EA. SIDE OF 3" SO. POST
1
aT - ROOF NEL'
4" 61l - .
SDI
—
s + ROLLFOR ED OR a a +
1.10` ;
* EXTRUDED GUTTER ALUM. BRACKET X
.75 j o ' FASCIA ♦' '
•so (4)-#14 SDS @ EA. SIDE -
L —+ ♦ TOP 8 BOTT. TOT.=16 #10 s.M.s. @t2"o.c.. "
3" SO. POST , * e .
2.35. • .r 2.
1'
• 6\1/2"X2"x 0"
+ +
b24--RA'FTER
♦ . 2410 x 12" S.M.S. EACH SIDE OF 3" �`--• ` ,
SO. POST (4 -TOTAL)
ALTERNATE: 114"0 BOLT W1 WnSHER - RAFTER—TO GUTTER
EA. SIDE OF 3" SO. POST + - - '
3" X 3" ALUM. OR
: - ' •r STEEL POST
7.00" TSO. POST - • • ~ "� �� ♦y y` •, 1 [} I •'' 3:1.25" FOR 3 x RAFTER' -
OR .240• - - ,2.125" FOR 2•x RAFTER +
' H - BRACKET TO POST--�
GUTTER FASCIA - 'a 4
' MAG BEAM T so. POST r •O. ♦ �� r
3"SQ. STL. BEAM 1 3 + ALUM. ALLOY 3003-H24LALU�OY 3003-H24 ^
50 . t =.040" 6063-T6
1 `5c " 1' 112 ,+ - t =.040" 3004-H36 ALUM:
28" 7 3" 2N 21101 8, r (4) - #8 x`3/4" TEK SCREWS' t - +
BRACKET TO RAFTER
t' 2"x3" LATTICE TUBE. 1-1 2! -SQ' P2 }1/2" MIN.. -
V"_LA iFES -BE O
ffii p� v�
r� np
t/ #8 x 2 "SMS. 2 1/2" • ���� (. C � ��IY Uw2 2QIJ0 O
/ ' OR 31/2, TYP. \ f0 \,. "
1 I\ 1 1/2" OR 2" SQ: OR 2"x3" LATTICE
N @ 3"O.C. MIN. UP TO 7"O.C. MAX. 7 {� -
------` NIO..11�l.w .I
;� O 2.750„ a F
—RAFTER r 1 , L Exp.3i3, I
#8 x 3/4" TEK SCREWS
y LATTICE TUBE.TO RAFTER 'r °� •BRACKET TO BEAM,
U"'BRACKET - RAFTER T_O_BEAM_ 18
17O
_
'DRAWN BYi K.I ,
TOM CAMPBELL & ASSOCIATES, INC.
BEAM TO POST
LIE LOAD=
PATIO COVER SYSTEM AS MFG. BY: -
OURALUM PRODUCTS. INC.
JOB NO. GF07-0674
-
DATE: 10232007 .,
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
ATTACHMENT
10. 20 a 30 Ps(
WIND =
H.
8269 ALPINE AVE., SACRAMENTO, CA 95B2fi'
• - -
-'
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107 1
90. 100 8 110 MPH
100
(916) 452-7021 FAX 403-1519, Sales®duraium.com
SHEET 12 OF 29
REVISED BY: K.K. 8 D.P.
r
I+
SIMPLE SPLICE
9" —
SPLICE DETAILS 11 BEAM TO POST DETAILS 12
FULL MOMENT
(2VALLEY, TY��
I
#10SMS 11 #12 S' M_
p
I6 TOT. nP THICKNESS= .035 (24 TOT TYP. THICKNEISS = .035"
6.38"
11' II
+ II + + ++ + + 11 + + ++
II II
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-1136
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 NOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR
SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY I SQ. POST,CONNECT WEB
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE TO POST W/(2)-1/2"0
AN 0 i n MR C -BEAM THRU-BOLTS
3' TOTAL= (8)-1/2"0 BOLTS lJ (J o
SPLICE WHERE 4"
OCCURS
.070"
TYP.
ALUM. ALLOY
6063-T6
4" I BEAM
Q� I ESJ/(�� SO. POST
Lr�O P 1. clq1 BEAM TO POST CONN.
G)
C~ O. 37948 r rrI
E p. 3/31/09
4
CIV 012 METAL BACKED,
NEOPRENE WASHERED
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 WH
Occu
ALUM. ALLOY
6063-T6
7" I -REAM
TEK SCREWS @ 8"O.C.
(. STAGGER IN BEAM
FLANGE
ROOF PANEL
4"x3" ALUM. "I" BM. OR(4)-1/4"0 M.B. BEAM
.,Tl
7"x4" ALUM. "I" SM. TO BRACKET
2:3/8-0 M.B. THRU STL. "T"
BRACKET TO POST.
POST, SEE SCHEDULE '
ALTERNATE BEAM TO POST CONN.
DRAWN BY: K.K.
1.00"
o. �
0 0
2.00"
DATE: 1023/2007
0 0
[SPLIC-EDETAILS
10, 1830D
HORIL WIND =
Q� I ESJ/(�� SO. POST
Lr�O P 1. clq1 BEAM TO POST CONN.
G)
C~ O. 37948 r rrI
E p. 3/31/09
4
CIV 012 METAL BACKED,
NEOPRENE WASHERED
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 WH
Occu
ALUM. ALLOY
6063-T6
7" I -REAM
TEK SCREWS @ 8"O.C.
(. STAGGER IN BEAM
FLANGE
ROOF PANEL
4"x3" ALUM. "I" BM. OR(4)-1/4"0 M.B. BEAM
.,Tl
7"x4" ALUM. "I" SM. TO BRACKET
2:3/8-0 M.B. THRU STL. "T"
BRACKET TO POST.
POST, SEE SCHEDULE '
ALTERNATE BEAM TO POST CONN.
DRAWN BY: K.K.
TOM CAMPBELL &ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DURAL PRODUCTS, INC.
JOB NO. GF07.0674
DATE: 1023/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
[SPLIC-EDETAILS
10, 1830D
HORIL WIND =
ALPINE AVE.. SACRAMENTO. CA 95826
IN
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2101
90, 100 d 110 MPH
(gi6B269
(916) 452-7021 FAX 403-1519 sales®duralumcom
SHEET 11 OF 29
REVISED BY: K.K. d D.P.
.' ALTERNATE:
2 910 S.M.S. EACH RAFTER -EXIST. "
.� TO COLUMN CONNECTION (4 -TOTAL)' , 1" STUCCO OR EQUAL V h
' 1 2.5" PENE.INTO WOOD FRAMING
ALTERNATE:
' (2)-'2x6.5" OR (2)-3"x8" HEADER
ALTERNATE: . . " _ * •.
l * 14 T t
3"xTW.024" (1) - 1/2" BOLT OR F
CONNECTOR (2)-#10 S.M.S. EACH RAFTER. b EXIST.. STUCCO / LEDGER ATTACHMENT DETAIL
" STUB COLUMN TO DOUBLE HEADER CONN 20 .. ' f
4 a
1S t i
DRAWN BY: KK
TOM CAMPBELL 8 ASSOCIATES, INC. •
DOUBLE -RAFTER, CONNECTION DETAILS
LATTICE BEAM TO ROST.XON.NECTION'
�, z
+/BEAMYSPLICE TO t -.
1 1/2" OR 2"LATTICE #8 S.M.S.
1/ 5Y�LASTIC ,
OCCUR DIRECTLY OVER �. -
' LATTICE
CONNECTIONS
I POST. NOT PERMITTED PLUG WHERE
ALTERNATE 1/2" DOUBLE RAFTER-
.BOLT CONNECTION PLAN 2
2 -POST UNITS
6 -SCREWS I. @ SCREW IS INSIDE
r ALTERNATE : �'.
;PER SIDE I
#14 SMS MAY
•
4 #14 S.M.S. EACH -
(916) 452-7021 FAX 403-1519 sales(djduralumwm
BE USE AS
•
RAFTER TO COL.
-- CONNECT. (8 -TOT.)
I 3.5'•'
3.5"• ALTERNATE TO -
- 1/4"0 BOLTS
r
3.5"
. •
3:5"
,
h
-
_
8" BEAM '
6-#14 SMS EA.SIDE
WG
I I' :
6 1/2" SIDEPLATEEA.3"x
3"STL.POST (24"ALTERNATE
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(2)-zx6.s^ OR
+' TOPMID, HEIGHT3"x
3"STL.POST CO(2)-3"x8"HEADERAND
FREESTANDIN
BOTTOM:FOR
3 SQ. POSTiBE-TWEEN SIDE-PLATES
(2)-v2"BOLT ^
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SIDEPLATE
—
' -
POST'SCHEDULE�' 21.
=. DBL. RAFTER /.DBL. HEADER CONN. 19
�3"'SQ z 024+_(2)-2" x 6 112 z .024' 3" SQ. x .024" + 2)-2° x 6 1/2" x .032"
W/ (6)-#14 S.M S..EACH SIDE W/ (6)=#14 S.M.S. EACH SIDE.
•
y
-
�EON CONC:'SLAB'ONLY%. USE ON:CONC. SLAB OR FOOTING.
•
_ -
EXIST.
,.
f
;
SHEATHING' 1 .
J JUN 0 2 2000 ,
r
#8 S.M.S. EACH SIDE - ,.
,
LATTICE 1 1/2" OR 2"
, .
3 �OQkOF�SJ!(� y
?; 2"x6" LEDGER (EXIST.) / ' .
s
�A
(r2 Y7• `
w r 3/8" LAG SCREW O�
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�O. 3T�48 r
ALTERNATE: 1!2" BOLT
:r RI
EXP. 3/31.
.' ALTERNATE:
2 910 S.M.S. EACH RAFTER -EXIST. "
.� TO COLUMN CONNECTION (4 -TOTAL)' , 1" STUCCO OR EQUAL V h
' 1 2.5" PENE.INTO WOOD FRAMING
ALTERNATE:
' (2)-'2x6.5" OR (2)-3"x8" HEADER
ALTERNATE: . . " _ * •.
l * 14 T t
3"xTW.024" (1) - 1/2" BOLT OR F
CONNECTOR (2)-#10 S.M.S. EACH RAFTER. b EXIST.. STUCCO / LEDGER ATTACHMENT DETAIL
" STUB COLUMN TO DOUBLE HEADER CONN 20 .. ' f
4 a
1S t i
0
1,
DRAWN BY: KK
TOM CAMPBELL 8 ASSOCIATES, INC. •
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
• '
DATE: 10/23/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ,
' LATTICE
CONNECTIONS
10, 20 8 30 D
HORIZ. WIND =
DURALUM'PRODUCRA INC. A ,
8269 ALPINE AVE.. SACRAMENTO, CA 95626
^
SCALE: NONE
RANCHO CUCAMONGA, CA (957) 741-2107
,
90. 100 6 110 MPH
(916) 452-7021 FAX 403-1519 sales(djduralumwm
SHEET 13 OF 29
•
REVISED BY: K.K. 8 O.P.
-
0
1,
}
DRAWN BY: K.K
6.5" ROLLFORM
411 I -BEAM
LIVE LOAD -
4.5" / MAG GUTTER
MAG BEAM
3" SQ. STEEL
BEAM
Q =
p
10.20&30 ps1
�PATIO
URALUM PRODUCTS. INC.
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.COL.
ASIAB
MAX.POST
SPACING
SPACING
SPACING
SPACING
SPACING
IOST
FTG.
FTG.
POST
�G'
POST
�C,
POST
FTG.
ONO3
F7r,,
P
FTG'
POST
F7G.
POST
�G'
(IN.)
POIST
FTG,
(IN.)
POST
(IN.)
POST
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN)
POST
TYPE
(IN.)
TYPE
(IN)
TYPE
(IN.)
TYPE
TYPE
TYPE
TYPE
4'
17'-0"
14'-6"
28
F
22
B
19' 8'
33
G
24
B
15'-2"
28
F
22
B
14'4"
28
F
22
B
15'-2"
28
F
22
B
10
5'
13'-7"
13'-0"
28
F
23
B
18'-0"
28
G
25
B
13'-6"
28
F
23
B
13'-0"
28
F
23
B
14'-1"
28
F
23
B
17-1
6'
11'-4"
11'-10"
26
F
23
B
16'-8'5
28
G
26
B
12'-4"
28
F
24
B
12'-3"
28
F
24
B
13'-3"
28
F
24
B
-7"
7'
9'-8"
11'-0"
26
G
24
B
15
28
G
27
B
11'-5"
26
G
24
B
11'-8"
26
G
25
B
12'-7"
28
G
25
B
a, 5„
8'
8'-6"
10'-3"
26
G
24
B
1a' s"
28
G
27
B
10'-8"26
G
25
B
11'-1"
26
G
25
B
12'-0"
26
G
26
B
13'-6"
9'
T-7"
9'-8"
26
G
25
B
13'-i'2
28
G
28
B
10'-1"
26
G
25
B
10'-5"
26
G
26
B
11'-7"
26
G
27
B
9
10'
6'-9"
9'-2"
26
G
25
B
12'-12,-1„
28
G
28
B
9'-6"
26
G
26
B
9'-10"
26
G
26
B
11'-2"
26
G
27
B
11'
6-2"
8'-9"
26
G
26
B
12'-1'1
28
G
29
B
9'-2"
26
G
26
B
9'-5"
26
G
27
B
10'-10"
26
G
28
B
6
12'
5'-8„
11 9„
26
G29
B
9'-0"
26
G
27
B
10'-6"
26
G
28
B
11'-0"
13'
5'-2"
11'-3"
28
H
30
B
8'-8"
28
H
28
B
10'-3"
28
H
29
B
14'
4'-10"
10'-1 "
28
H
30
B
8'�"
28
H
28
B
10'-0"
28
H
29
B
-,-'l 0'-3"
15'
4'-6"
28
H
30
B
8'-1"
28
H
28
B
9'-9"
28
H
30
B
-10"
16'
4'-3„
101, 2"
28
H
31
B
7'-10"
28
H
29
B
9'-6"-
28
H
30
B
17'
4'-0"
28
H
31
B
7'-7"28
H
29
B .
9'-4"
28
H
31
B
9. 3„
18'
3'-9"y,
7„
28
H
31
B
7'-4"
28
H
29
B
9'-2"
28
H
31
B
9'-0"
19'
3'-7"
9'-2
33
H
31
B
7'-2"
33
H
29
U 9t0"
33
H
32
B
s'-10"
20'
3'-4"
9 08
33
H
32
B
7'-0"
33
H
3�
(rM
v�3
H
32
B
7„
P
POST F MAX HT.= 8' FREESTANDING ONLY JUN U2 7008
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B —J;�— FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
0.378 rr- m
'`P• 3/3�/Og __0. n,X,
DRAWN BY: K.K
TOM CAMPBELL & ASSOCIATES, INC.
SOLID
LIVE LOAD -
COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 101232007
COMMERCIALANDRESIDE NTIAL STRUCTURAL ENGINEERI NG
POSTSPACINDING
FREESTANDING
10.20&30 ps1
�PATIO
URALUM PRODUCTS. INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
MO.
N4N0 =
8269 ALPINE AVE., SACRAMENTO, CA 95626
SHEET 14 OF 29
REVISED BY: K.K. a D.P.
10 q L.L. 90 MPH
90.100 d 110 MPH
916 452-7021 FAX 403-1519 sales dumlum.wm
( 1 �
SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. '
SHI.V t -UK A I I MUMmu hJn�.
10#
L.L. 90 MPH FREESTANDING
&.ATTACHED
SOLID PATIOS 12' OR LESS EXP. B'& C
PATIO CO R SYSTEM AS MFG. BY: .
RDDUCT$, INC...
jpe No. GF07 0674
'
7" I -BEAM
DBL-.•3"x8"x.042"BEAM
DBL.2"x6.5"X.032_BEAAM '
AOR 3"x8' BEAM'
311x8" BEAMw/INSERT
! ,
f
COMMERCIALAND RESIDENTIAL STRUCTURAL'ENGINEERING
*
FREESTANDING95826.
.r
F
SHEET 15 OF 29
SCALE: NONE •
RANCHO CUCAMONGA. CA (951) 741.2107
AND ATTACHED
90, 100 8 110 MPH
uratum
�(916)452-7021 FAX 403-1519 salasL6lduralum.wm
`
REVISED BY: K.K. 8 D.P.
90 MPH
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
"•
MAX.POST
;MAX:POST
FREESTAND
ATTACHED
MAX•POST
FREESTAND
ATTACHED
m o
p o
U
z
U-
SPACING
SPACING •
SPACING
FOR DBL'.
SPACING
FOR 3" x 8"
SPACING
I-
FTG.
MIN.
�G
MIN.
FTG.
MIN.
POST
FTG
MIN.
POST
FTG.
MIN.
POST
FTG
'
MIN
POST
FTG.
MIN.
POST
FTG
'
MIN.
POST
(--
p •
(IN.)
POST
NPE
(IN.')
POST
TYPE
(IN•)
TYPE
(IN.)
TYPE
2" x 6.5x.032"
BEAM
IN
(,)
TYPE
IN
( )
TYPE
IN
( )
TYPE
IN
( )
TYPE
4'
17'-0"
32'-5"
33
G
28
B,
20, 1,,
"33
G
24
. B
13, 7„
1a'=z'`
28
F
22
B
26'-1
33
G'
27
B
4'
„
9 -2"
3'-0"
13'-6"
25'-10"
29'-a„
33
G
30
B
/E
1r_1 ,.
28
G
25
B
12'-i°
12'-8"
.28
F
22
.B
"11�,1r„
33.
G
28
B
5,
5'
13'-7'
28,x,.
17, 2„
11, 8"
12'-2"
27'-1'/
33
G
,31
B
1s-4'-�„
28
G
26
B
11-j011-�/7
�26
,F
23
B
/
1.
g
33
G297.g,8„
5-1
33
G
31
B/E
1s'-14,
28
G
27
B
10'-9,-10
10'-90-3
26
G
24
B
29
B
T
3'-11"23'
s"
5"33G
8-6"..
5"
G
32
B�
1a'_1„3
28
-G
27
B
s' -s”
10.o„,.26,24
G.
B
1s' D„-2
33
G
30
e
�E
g
8• t:
..
1
22'-4„
33
E
-s
9,_2„
9, 7„
p
1
9'
7'-7'.
22. 1„
33
G
33
E
�F
13'_4"
28
G
28
B
9'-1"
9'-5': ' -"'
26
G
25
B
17'-17,_2„
28
G
31
B/E
g'
tT
, 1._2.,
2. 9..
8. 8„
9 _1"
10'
6'-9�_
jo„�
2670
�33
G
33
E/
12'-s”
28
-G
28
B
8,
9,-0"
26
G
25
B
17. 0„
28
~
G.
31
B/E
10'
11
F
20,_0„
33
G
34
E
1 - 1 '
28
G
29
g
;8, 2„
8. 7,.
26
G
26
B
15'-3"
28
G
32
B/
E
f+11r,
6'-2 �
- a 1 , 1.,
11'-6"
!
7'-101.
8'-2'=
15'-6"
121
5'-81
19'-?
33
G
34
E
�
11'_7"
s26
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G
29
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8'-2"
26
�:G.
.I 26
B
15'-6"
28
G,
32�
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1'
`1
K
rB
7'-s..
7, 10,.
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14'-10'
13'
5'-2"
1s'd,.,�
33
H .
35
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10�-8;'8
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7'-s"7
7' 10" ,f
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14 1 „
�28
t,
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i
338��
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7,' 7"
2
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i
k14't3'.
14'
4'-10'.
17'-9"'.
28
H
35
E�
.w
'
28
�*{t
130
B
7'-3°
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, 28
{
; 27
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1 k 4 , -
28 '
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B/
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..
F
61°T
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3"'9"'/1
•
17,2,.►E10'-4
`
28
H36
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28
, H
30
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,.
T_4...
-28H
27
�B
.M3 -1�...
,13, 3„
28
H
33
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L16
16,7.,
28
H
36
F
1a' -o28
HB
3 M
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s
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2 `�
H
27
B
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28
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34
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4'-3"
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F
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17'
4'-0.,
, s'-115'-4"
28
tiH
36
F
9 -s
2g
H^�,
31'
�/
• B.r
'16'-7"
6--10°
-
4 28
H
27
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13'-0'
12'-5"
28
H
34.
B/ .
E
171
..
�°
3"
6' 4"
,6'-7"
18'
15'-a"'
28
H
37
F
9-5'
28-
.fi
X31
B
6�5"�
�a'�
6 4
28'
H.
28
B
12'-s'2 2
28
H .
34
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18'
19'
3'-9"
33
H
*
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9'-0"
s'_2"
33
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31
B
16'' 2:f
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.
,: .'
33
, H
28
B
12 1'_9„
33
H
35
g�E
19, .."
3'-7"
14. 6„
�F
8'-9"
i, a 6 -2"
..
20'
„
1a'-14.2„
33
H
37
F�
9' D„
33"
s�
�H
32
B
I5'-11
6'-1'Ir �
6.-4„
33
H
28
- ' -.
I
33
H
35
B/
E
20'
3' 4"
,
8.7.,
b'-10"
s'-1"
POST F MAX HT.= 8' FREESTANDING ONLY
~ 02 7008
± FOOTNOTE: "SAMPLE" z No. 37948 r rJUN
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF - Exp. 3/31/og x
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE -Cr
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. '
SHI.V t -UK A I I MUMmu hJn�.
as �v..,,.��.+,•-•
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
SOLING TABLE
LIVE LOAD =
PATIO CO R SYSTEM AS MFG. BY: .
RDDUCT$, INC...
jpe No. GF07 0674
'
POST SPACING
10, 20 & 30 psl
• DURALUM
! ,
DATE: 10123@007
COMMERCIALAND RESIDENTIAL STRUCTURAL'ENGINEERING
*
FREESTANDING95826.
HORIZ WIND =
ALPINE AVE., SACRAMENTO, CA
SHEET 15 OF 29
SCALE: NONE •
RANCHO CUCAMONGA. CA (951) 741.2107
AND ATTACHED
90, 100 8 110 MPH
uratum
�(916)452-7021 FAX 403-1519 salasL6lduralum.wm
`
REVISED BY: K.K. 8 D.P.
90 MPH
NOTE: FOOTNOTE: "SAMPLE"
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B
WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING
10# L.L. 100 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C
TOM CAMPBELL &ASSOCIATES. INC.
SOLID
6.5" ROLLFORM
4" I -BEAM
4.5" / MAG GUTTER
MAG BEAM
DATE: 10/232007
3" SQ. STEEL BEAM
POST SPACING TABLE
FREESTANDING
70, 20 8 30 psl
DURALUM PRODUCTS, INC.
FREESTAND
ATTACHED
SCALE: NONE
FREESTAND
ATTACHED FREESTAND
MAX.POST
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
0 p
MAX.COL.
SPACING
MAX.POST
SPACING
MAX.POST
SPACING
PAIN. SPACING FTG. MIN
SPACING
SPACING
MIN.
MIN
FTG
MIN.
FTGMIN
FTG
'
MIN.
FTG.
MIN.
PTY°PE
FTG
MIN.
POST
F
ON SLAB
FTG
MIN.
POST
FTG
POST
FTG.
POST
FTG POST POST
(IN.) TYPE
(IN.)
POSTPOST
TYPE
(IN.)-
TYPE
(IN.)
IN
POST
TYPE
(IN,)
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.) TYPE
4'
17'-0"
13'-11"
30
G
22
B
18-1
35
G
24
B 15'-2" 28 G
22
B
14'-0"
30
G
22
B
15'-2"
30
G
22
B
7'-2"
B
17'-1"
G
25
13-6� ��
B 28 G
23
B
13'-12,_1„
30
G
23
B
14'-1"1
30
G
23
B
5'
13'-7"
12'-5"
30
G
23
15'-4'
30
11'-4"
23
B
15'- 7
30
G
26
B 12'-4" 28 G
24
B
12'-3�,�„
30
G
24
B
13'-32'
30
G
24
B
6'27
11'-4"
G
14'-0"
27
G
24
B
1 a 5
30
G
27
B 11'-5" 26 G
24
B
11,_8„
27
G
25
B
30
G
25
B
7'
9'-8"
10'-6"
13, 0„
10,_7,
11, 9,
8'
8'-6"
9'-1027
G
24
B
13' s"
30
G
27
g 10'-8" 26 G
25
B
27
G
25
B
12'-a"
11'-2'
27
G
26
B
12' 2"
9'-11"
9'
7'-7"
9'-3"
27
G
25
B
12'-9'
30
G
28
B 10'-1" 26 G
25
B
10'-5"
27
G
26
B
11'-7"
27
G
27
B
11,_5„
9,�„
10, 9,
10'
6'-9"
8'-10"
27
G
25
B
12'_1"
10'-10'
30
G
28
B 9'-6" 26 G
26
B
9'-10"
27
G
26
B
11'-2"
27
G
27
B
11
27
H
26
B
11'_6"
27
H
29
9'-2" 26 H
B
26
B
9'-5"
27
H
27
B
10'-1
27
H
28
B
6'-2"
8'-4"
10'-4"
8'-5"
10.1'
12'
5'-8"
27
H
29
g
9, o„
27
H
27
B
1 °,�„
27
H
28
B
13'
6-2"
10'-79
30
H
30
B
l)
1Q(1
8 8
30
H
28
B
10'- 9,
30
H
29
B
s
I
N
7.9"
6„
14'
4'-10..
10' 3"
30
H
30
t. M.o
B
�:�
8,�„
30
H
28
B
10'-0"
30
H
29
B
�8 P
15'
9'-1g>--
30
H
30
_
B
8-1 ,
30
H
28
g
9' 99,
30
H
30
B
4'-6"
8'_10"
,
3„
1„
16'
4'-3"
s' -s"
30
H
7'-10"
30
H
29
g
9, 6„
30
H
30
B
8,_7„
. 3/3 i09
_
-
17
9'-3"
30
H
31
B
7 -7
30
H
29
B
9'-a"
30
H
31
B
18'
3'-9"
30
H
31
B
7,4„
30
H
29
B
9'-2"8
30
H
31
B
8'_0"
6'-7„
6„
19
8'-10
35
H
31
B
, 2„
7'-2>-'-
35
H
29
g
9,_0„
35
H
32
B
3'_7
-10"
6.5"
8,�„
20'
8`�
35
H
32
B
T�
33
H
30
B
8'-10"
35
H
32
B
NOTE: FOOTNOTE: "SAMPLE"
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B
WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING
DRAWN BY: K.K.
TOM CAMPBELL &ASSOCIATES. INC.
SOLID
LNE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
,JOB NO. GF07-0674
DATE: 10/232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
70, 20 8 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741.2107
AND ATTACHED
HORIZ WIND =
B2fi9 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 16 OF 29
REVISED BY: K.K. 6 D.P.
10 A L.L. 100 MPH
90,100 d 110 MPH
916 452-7021 FAX 403-1519 sales aumlum.mm
( 1
f
11
10# L.L. 90 MPH FREESTANDA ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C_
—
12'-4"
.
'G
—
28
1 >4' 5 -
1 -
3-:11
BEAM
G
DBL. Yx8N.042"BEAM-
91-10 4,
9'-4"
9* -1
-"i9'-10"
26
DBL.2"x6.5"
5r'OR
X. 032"
3"x8"BE)!kM_j
BEAM.
AND ATTACHED
3"x8" BEAMw/INSERT.
32
32
(
/ 1 �,I!
,�3
L4
MINIMUM NO.
OF POST
FOOTNOTE: -
<
co 0
171
4'-
'o -i
�14
.3" SQ. STEEL
J
'c Z:5
Q.Z
2TO
25 '4'
20�D
MAKPOST
G
SPACING
A T-4"
16'-1 'l,
FREESTAND
ATT.
MAX.POST
SPACING
23'-1 0-�"
3
21'-4'
�20--
FREESTAND
12'-0"
ATT.
MAX.f IOST
SPACING
FOR DBL. )
2" x 6.5x.032"
- (,,,
1
6-7
8",81
-MAX.POS T3jjFREESTA00
(SPACING
FOR3 "x8"
16'-4>_�' ,
_,-' 16-4
14'-
13•
3
28
AT T.
MAX.POST
SPACING
32'-0"
� 31 �-0-
FREESTAND
—
-A W-
'5"
ATT.
POSTTYPE 1
POST -TYPE 2
FTG. IMIN
IN.)
28
28 -
POST
TYPE
G
G
FTG
(IN.)
22
23
FTG.
TT-
(IN.)
33
33-l'
MIN'
M
E
TYPE
G
G
FTG.
(IN.),
23
24
�FTG.
28
"28
POST
TYPE
G
G
FTG.
(IN.)
20
?1.
FTG.
IN.
33
33
MIN.
POST
TYPE
G
G
FTG.
(IN.)
-27
28
EXP.B
EXP.0
EXP.B
EXP.0
6'
f7
2
2
2
2
7'
2.
2
2
.2
.8
-2
2
2
2
6'
10"
'1672"
2 8
G
24
1_-1
8'-1 0
33
G
24
13'-4"
3'4>�
-,13'-4"
2 8
1
G
21
26'-2"
254
33
G
.28
7'
.16'-
14'-6" 1
.14'-4"
281-4'
G
25
18,_1„33
17-6
G
25
12-4"
12'4>
--- -4"
A 2'
28
G
22
24'-2;--'
33
-G
29
9.
2
3
2.
2
9'
12- 8"
ll' -3"'
13'-9"
28
G
G
26
26
'16'-410'
15'-11
6-5"
28
28
G
G
25
26
i v-0
01g>�
10. _1J.
26.
26
G
G
22
23
22' -11
21!4>�
33.
33
G
tG
30
30
10.
2
3
2
2'
11-
3
3/7
2/)
2)4
'�2)
10'
10'-2"
12'-9"
28
G
27
15' 2"
14 -8"
.28
G
21�
10.4%,",
0
l 0'4>�
,,� 0'-4"
26'
-
G
23
20'-3��,
33
Gt,
31
112'
--r)-
L3, '
4,-
7J)2#,,,C
f
11
-
9-4-
—
12'-4"
.
'G
—
28
1 >4' 5 -
1 -
3-:11
-
28
G
27
91-10 4,
9'-4"
9* -1
-"i9'-10"
26
—
G
24
19'
AND ATTACHED
HORI; Z. WIND
90.100 MPH
32
32
(
/ 1 �,I!
,�3
L4
2
2
14''T
'o -i
�14
4'
2
2
12'-9"
12-
8'-5"
12'-0"
26
G'
ia,.,
28
.
13•
3
28
G.
27
-' >,��
g, 0„
-A W-
'5"
)6
G
�j 7.;Jo
40'
*G
32
15'
4
2,(
3,
114,
7_9"
'11'-8"
I
28 -U
�/
29
13'_3�-'
'28
28
1
15'
28
H-
-.241
1 � 7*,28>
30
H
f
DRAWN BY: K.K.
TOM CAMPBELL &ASSO ATES.INC.
- 17.
L LATTICE
LIVE LOAD
ATIO,COVER SYSTEM AS MFG. BY:
JOB'NO. GF07-0674
Ot2312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERINGFREESTANDING
PA NG TABLE10,
SPACING
IT AC
1 . '.. :I. �
}9'-1 -.1%
I
I ( A
!,-1('-2 . 1
AND ATTACHED
HORI; Z. WIND
90.100 MPH
33
SHEET 24 OF 29
1�1 6 //4
REVISED BY: K.K.Cp
L4
2
3.
14''T
.
7'-3"
-28
H
29
12'-9"
28
H
28
8'-9"
28
H
2-
X25
/171" /1
7
28
H
-Y
2'-4"
8--g"
lif
�/
I
I
15'
11'-2"
28,
H
30
12'-4-
28
H,
28
8'-5"
r�4
28
H,,
16'-
28.
1H
33
17'
**A
jf5�-_
6"T
V-1 1,
-
_,-8'-0"
-5"
-.11
16'-0'
16'
6-4"
I
lo, -ll,,
28
H 1
3 0
28
H
�9,
8'-2"
!:3�
8' 2"
i A1_9 .
281
H�"'
25
16'-0!
,-
" p '/67
� �5
k
H
/j 18,
4-
5
2
3
--1 V-13"
�
—
,
17'
S'-19"
10'-81,
28
H
30
1 1'-T
28
H
29
T-1 I;>--
—
IT -11.,T-11'
1-i T-111
.28
7
j25.
f I b"�b -
�1,5_ro
H
34
19,
4
.
5'.
3
3
,
T-6"
H
18'
5'-8"
10'-6,,
28
H
'31H
2 8
2 9
7'-8:,-'
T-4"
T-8"
8..
� ��7,
21
4'-7"
28
H
34,
20' ,
4
5"
3
3
19'
101-4"
33
H
31
".1'0'-10"
011
"_1
33
H
29
1
T-15"
7%-,6'
33
H.
-.26
-_
14'-8'
4'-3'.
33
1H
35f
, FOOTNOTE:
5-4".
OW"
_,"T-2"
I
-H
26
33
H-ol,
5
HEADER AND OR MIN. NO. OF POST
REQUIRED SPACING MUST EXCEED
33-FiT
371
10'-
33]
H.
4(q�)F
!9�
7' 4""
33
20'
5'- 1
10'-2',
,-f3'-1 0
ALLOWABLE SLAB SPACING
I Ul
OR LESSER MUST BE USED
0
.024" SIDEPLATES, USE ON CONC. SLAB ONLY
SIDEPLATES, ON CONC. SLAB OR FOOTING;
NOTE:
_9
.032"
FOOTING SHOWN REPRESENTS LENGTH OF
NO.
37
EACH SIDE OF CUBED FOOTING WITHOUT SLAB
WHERE SLAB OCCURS, CUBED FOOTING SIZE
EXP. 3/3
Z.
FOOTNOTE: "SAMPLE"
'o
!,!1GU_RE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING
ONLY.----------
FIGURE INDICATES EXPOSURE B
_INDICATES EXPOSURE C I
SEE ALTERNATE FOOTING TABLES
�nD A=AnWPn k IZWT WA F:r)P FRrF1,TAmniNr.
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
f
DRAWN BY: K.K.
TOM CAMPBELL &ASSO ATES.INC.
- 17.
L LATTICE
LIVE LOAD
ATIO,COVER SYSTEM AS MFG. BY:
JOB'NO. GF07-0674
Ot2312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERINGFREESTANDING
PA NG TABLE10,
SPACING
IT AC
1 . '.. :I. �
JPUR'
ALUM PRODUCTS, INC.DATE:
I
5 : NONE
SCALE:
RANCHO CUCAMONGA. CA (9511741-2107
AND ATTACHED
HORI; Z. WIND
90.100 MPH
CA 95826
ALPINE AVE.. SACRAMENTO m
1 452-7021 FAX403-`I5I9'5.ie ,@dumIumm
SHEET 24 OF 29
REVISED BY: K.K.Cp
10 # L.1 q n MPH
- -
-1
f
CM
30# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C
F
�0
mQ'4
O Z_ m
-g
00
7" I -BEAM
_
WIDTH
DBL. Yx8"x.042"BM
EXB&C
DBL.2"x6.5"x.032" BEAM
OR 3"x8"BEAM
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
Yx8" BEAMWINSERT
MAX.POST
SPACING
FREESTAND
t
ATTACHED
MAX.POSTSPACING
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING.2cn
4'-0" SQ x
MAX.POST
FOR DBL.
2x6.5x.032
MAX.POST
SPACING
FOR 3 x 8
BEAM
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN
POST
TYPE
FTC''POST
(IN.)
MIN.
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
IMPOI§T
(IN.)
NMIN.
TYPE
FTG.
(IN.)
POSI
TYPE
4'
64"
19'-5"
37'
J
24
F
11'-9"
32
J
22
B
8'4"
8'-4"
28
J
19
B
15'-9"
32
J
22
Cx
s'
4'-10"
17'-4"
32
J
25
F
10'-6"
32
J
22
B
7'-2"
7'-5"
28
J
20
B
14'-1"
32
J
23
c
6-
4'-0"
15'-10"
32
J
26
F
9'-7"
28
J
23
B
6-6"
6'-9"
28
J
21
B
12'710"
32
J
24
C�
r
3'-6"
14'-6"
32
J
26
F
8'-11"
28
J
24
B
6'4"
6'-3"
26
J
21
B
11'-11"
28
J
25
C�
6'
T-1"
13'-9"
32
J
27
F
8'4"
28
J
24
B
5'-8"
5'-10"
26
J
22
B
11'-2"
28
J
25
E�
32
J
27
F
7'-10"
28
J
25
B
5'4"
5'-6"
28J
22
B
10'-6"
28
J
26
E
10'
12'-3"
32
J
28
F
T-5"
28
J
25
B
5'-0"
5'-3"
28
J
23
B
10'-0"
28
J
26
E� .
11'
11'-9"
28
J
28
F
T-1"
28
J
26
B
5'-0"
28
J
23
B
9'-6"
28
J
26
E/
12
11'4"
28
J
29
F
6-9"
28
J
Z6
B
9'-1"
28
J
27
E�
13,
10'-9"
32
K
29
F
6'-6"
32
K
26
B
8'-9"
32
K
27
E�
14'
10'-4"
32
K
30
F
6'-3"
32
K
27
B
8'-5"
32
K
28
E 1
JUN () 7nn9
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C��U�t„(UN
U o C,\. cAMA�Fyc/
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.. �1
_n z r m,
. 3131 09
NOTE: /
FOOTING SHOWN REPRESENTS LENGTH OF r
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
ALTERNATE FREESTANDING FOOTING
TRIBUTARY
90 MPH
100 MPH
110 MPH
WIDTH
EXB&C
EXB&C
EXB&C
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
3'-4" SQ x
3'-6" SQ x
4'-0" SQ.x
10' OR LESS
18" DEEP
18" DEEP
18" DEEP
AND ATTACHED
4'-0" SQ x
4'-7" SQ x
5'-0"SQ x
20' OR LESS
18" DEEP
18 " DEEP
18" DEEP
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
SOLID
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
J08 NO. GF07-0674
DATE: 1012312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10. 20 8 30 pst
DURALUM PRODUCTS, INC.
i(giBI452-7021
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741.2107
AND ATTACHED
HORIZ. WIND -
90.100 x 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 95826
FAX 403-1519 salesadumiurrLwm
SHEET 23 OF 29
REVISED BY: K.K. & D.P.
vn n i i ++n uow