10-0099 (PAT)4 P.O. BOX 1504 ^' VOICE (760) 777-7012
78-495 CALLE- TAMPICO FAX (760) 777-7011
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 2/11/10
Application Number: 10-00000099 Owner: O
Property Address: 61142 FIRE BARREL DR ADAMS JERRY & JENKINS KATHY
APN: 764-280-999-43 -300235- 61142 FIREBARREL DROVE C
Application description: PATIO COVER - RESIDENTIAL LA QUINTA, CA 92253
Property Zoning: MEDIUM HIGH DENSITY RES (
Application valuation: 6131 C,
Contractor:
Applicant:
Architect or Engineer: LA QUINTA PATIO COMPANY
C� Q4 013 3 CALLE LOMA ENTRADA
/� I _ BERMUDA DUNES, CA 92203 A
/. �-�V (760) 574-1043 /
Lic. No.: 449379
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that Iam 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 Class: C51 Licq4eN .: 449379
Date: �����JContractor.
OWNER -BUILDER DECLARA ON
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
1 _ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure isnot intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
1_) 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
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name: _
Lender's Address:
LQPERA11T
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier SOUTHERN INS Policy Number WSII002541901
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 rovisions of Section
^f 3700 of the Labor Cod shall forthwith c /plJy/,/ayit/h those
/nprovision
Date:< —01 7/0 Applicant:
zr
WARNING:' FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS U WFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
- within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to compl with all
city and county ordinances and state laws relating to building a construction, Fos by aut ize repre tatives
of this county to enter upon the above-mentioned prop for inspection p
Date2"!lySignature (Applicant or Agent):
Application Number . . . . . 10-00000099
Permit . . .
PATIO COVER PERMIT
Additional desc .
Permit Fee . . . .
90.00 Plan Check Fee
58.50
Issue Date . . . .
Valuation . . .
. 6131
Expiration Date
8/10/10
Qty Unit Charge
Per
Extension
BASE FEE
45.00
5.00 9.0000
THOU BLDG 2,001-25,000
45.00
----------=-----------------------=-----------------------------------------
Special Notes and Comments _.
(2) ALUMAWOOD LATTICE
SHADE STRUCTURES;
(1) LOCATED IN BACK &
(1)LOCATED IN
'FRONT PER APPROVED PLANS & 200.6 IBC;
2006 IRC;2007CBC.
-------------------------------'------------------
Other Fees -
---------------------------
BLDG 'STDS ADMIN '(SB1473)`
1.00
Fee summary Charged Paid Credited
-----------------
Due
----------
Permit Fee Total
------------------------------
90.00 .00 .00
90.00
Plan Check Total
58.50 .00 .00
58.50
Other Fee Total
1.00 .00 .00
1.00
Grand Total
149.50 .00 .00
149.50
LQPERMIT
Bin #
Submittal
City of La Quinta
Building M Safety Division :
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012 .
Building Permit Application and Tracking Sheet
Permit #
I
i
Project Address:' 4,//-1/z
Owner's Name:
A. P. Number:
Pfau Sets
Address: 1 /=/12—,r-
Legal Description:
Contractor: L h UlA) 7—,4r
P+7-/ 0 GD .
City, ST, Zip:G 2, /.pl •,�Z$-�
Telephone:
Addiess: 40 - 3 3 C1+ LL L`_
L_ c> MA E A-) -rp- - A
Project Description:
City, ST, zip: ( N 0 r o C, A-
Telephone: 7 60 - S 7 4{- /U f 3
f No
771 .elf c"le
State Lic. #: 1{ q 3 7
Lic. #: 99
Arch., Engr., Designer:
Called Contact Person
Address:
Plan Check Balance
City, ST, Zip:
Energy Cala.
Telephone:
State Lic. #:
Plans picked up
Construction Type: Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Name of Contact Person:
W O L F
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person: *
Estimated Value of Project: llz::51
APPLICANT: DO NOT WRITE BELOW THIS LINE
tY
Submittal
Req'd
Recd
TRACKING.
PERMIT FEES
Pfau Sets
Plan Check submitted
Item
Amount
Structural Cala.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cala.
Called Contact Person
Plan Check Balance
Energy Cala.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2•' Review, ready for correctious/'issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval'
Plans resubmitted
Grading
IN HOUSE:-
''' Review, ready for correctionsrssue
Developer Impact Fee
Plaunlag Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
_.
._...l
- -------
-- --.
.
Total Permit Fees
SIDE WALK
CASITA III LuZ
DRIVEWAY I NORTH mw
-83" I I 20, 1„ _� PROPOSED ALUMAWOOD LATTICE
14'-8" i 1 a SHADE STRUCTURE COURTYARD
18'-1"
10'-3"
1
6.1142 FIRE BARREL DR.
EXISTING RESIDENCE
PROPOSED ALUMAWOOD LATTICE SHADE STRUCTURE
17'-4$" �T 22'-8" 18'-108"
19'-32"
I BACK YARD
PERTY LINE TYP.
0
List #
EXHIBIT `A' - PAGE 3
LOGY AT LA QUINTA MAINTENANCE ASSOCIATION
DESIGN REVIEW COMMITTEE APPLICATION
(Do Not Write Below Line. This is to Be Completed B0 Design Review Committee Only)
................................................................................................................................................................................
Received by the Design Review Committee: 1.� 6
Date
Homeowner Address .
The attached Application has been reviewed by the Design Review Committee and its action is:
Q APPROVED (Initials & Date)
F1 DISAPPROVED* (Initials & Date)
Incomplete Submittal
Require Additional Information
Other
CONDITIONAL APPROVAL (Initials & Date)
IN]
Notes on plans
See conditions of approval check list
RETURNED TO APPLICANT/OWNER
Date:
Date: Signature:
For the Design Review Committee
Final Inspection: ❑ Approved as submitted ❑ Disapproved (refer to attached comments)
Date: Signature:
For the Design Review Committee
* In the event plans and specifications submitted to the DRC are disapproved, Owner may appeal to the Board
of Directors by submitting a written request for appeal: The written request shall be submitted to the Board
not more than thirty (30) days following the final decision of the DRC.
TOM CAMPBELL & ASSOCIATES, INC.
Commercial and Residential Structural Engineering
(951) 741-2107
May 7, 2009
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 and 2005
Aluminum Design Manual, ADM=01 and ADM -05.
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) 74172107 or at ticampbell(a)charter.net.should you
require additional information.
B.
Sincerely,
D z
w ~ 1\1 o. 94
°G Exp. 3J
Tom Campbell, PE
(1�69�OFCAL�O%
Site Information
Owner's Name ia-N 4-► tom( S
Address %1/LfZ- 1:�/L- AwkgC'7Z c )2
City/Town �.A-U �► — —
State C Z1 '�
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:
1. THE DESIGN COMPLIES WITH THE 006 -INTERNATIONAL BUILDING-CODE72006-INTEWNATIONAL RESIDENTIAL CODE, 2007 CALIFORNIA BUILDING COD
ASCE/SEI 7 -05 -MINIMUM DESIGN LOADS F_OR,BUILDINGS.AND-O.T.HER-STRUCTURES-AND THE-2000-&-2005=AL-UMINUM-MANUAL--ADM-1=00'&`1=05, RESPECTIVELY.E
DRAWING NOTES:
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD
OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED
REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT.
THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER.
6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL.
7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH CBC & IBC APPENDIX I OR IRC APPENDIX H.
8. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
9. AN ATTACHED PATIO COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN
AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS.
10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO.
DESIGN CONSIDERATIONS:
14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT.
15. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET.
16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET.
17. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13.
18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN
ASCE/SEI 7, SECTION 6.5.7.1.
19. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS
"OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13.
20. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR
WIDTH (P, FT), SHALL NOT EXCEED ONE (1).
21. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P,
FT), SHALL NOT BE LESS THAN ONE (1).
MATERIAL SPECIFICATIONS:
22. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED
WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS.
23. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
24. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING
PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 150 PSF/FT x 1.23 PER
TABLE 1804.2 SOIL CLASSIFICATION FOOTNOTE d).
25. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR
ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO
ASTM A653, GRADE 40.
26. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS
SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE
REQUIRED TO BE INSTALLED IN ACCORDANCE VVITH THE NATIONAL DESIGN SPECIFICATION.
27. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KVVIK BOLT TZ
STAINLESS STEEL ( ICC -ES ESR -1917 FOR CONCRETE OR ICC -ES ESR -1385 FOR MASONRY) OR APPROVED EQUAL.
28. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976
OR APPROVED EQUAL.
30. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH
RESIDENTIAL PATIO COVERS ONLY.
31. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS -A FIRE RATED.
32. SOIL ANCHORS SHALL BE LISTED IN ACCORDANCE WITH ICC -ES AC358 ACCEPTANCE CRITERIA.
NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED
DESIGN LOADS:
11. RESIDENTIAL APPLICATIONS - CBC & IBC CHAPTER 16, IBC APPENDIX CHAPTER I
AND IRC APPENDIX H.
ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
(SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT),
WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
100 MILES PER HOUR, EXPOSURES B AND C.
110 MILES PER HOUR, EXPOSURES B AND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
12. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 & 1605.3.2.
13. COMMERCIAL APPLICATIONS - CBC & IBC CHAPTER 16.
ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
ROOF: (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
MND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
100 MILES PER HOUR, EXPOSURES B AND C.
110 MILES PER HOUR, EXPOSURES BAND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
ORAVVN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
•
DATE: 5lOSI2009
MMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FcO
10, 20 & 30 pst
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741.2107
GENERAL NOTES
HORIZ. WIND =
8289 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 1 OF 30
REVISED 8Y: K K.8 D P
AO 10f1Rl in MPH
IWMI dA9-71191 FAY dm-1AtP cvlac(nldural„m �..m
RAFTER.ABLE
FOROR SIZE OPEN LATTICE TYPES
SIZ
AND SPACING ,�^-��1\_
f NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEMS 6CHED LE
/ SEE.SCIiEDULE GB(q(O/NG -MAY NOT BE ENCLOSED OR COVERED.
MAX. O.H.RAFTER, SEE TABLE
25% OF�SPAN FOR SIZE
Qq r Qj AND SPACING
//O/S/`/IrS gCA,GG 7S,�O A S�TR 25% OF SPAN
SEE SCHEDULE 6OG
DRAWN BY: K.K.
-POST GROSS-ShCII
SEE POST OETAI
LENGTH OF STRUCTURE VARIES
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
POST HEIGHT
DATE: 5105!2009
16
OPEN LATTICE
10, 20 8 3o psr
SEE CH DOLE
Oy M
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
LENGTH OF STRUCTURE VARIES
G
SS•SEC7ION,
REVISED BY- K K. R D P,
L
POST WITH SIDE-
90,100 8 110 MPH
SEE POST DET IL
NOTE: EACH COMPONENT IS INTER- p°sT
' p0
PLATES SEE DETAIL
SFF
TgeCFCNG
LENGTH OF STRUCTURE VARIES
SFF rT
CHANGEABLE WITH ANY OTHER sFFT SpgC/
TO
BEE
BCFO/'t'G
3 112- SLAB
ATTACHMENT
NOTE: EACH COMPONENT IS INTER-
SFT s'
NOTE: EACH COMPONENT IS INTER- p
MAY BE USED
WHERE
CHANGEABLE WITH ANY
Tge<FOAG
CHANGEABLE WITH ANY OTHER, SF T SpgC
j
I
COMPONTENT UNLESS OTHERWISE SHOWN. qB(F
SEE s�EO
/^c l
�
COM ONTENT UNLESS OTHERWISE SHOWN.
FOOTING WHERE
'
DU
OTE:
ECOMPONENT IS INTER -
FOO CUBE SIZE
SEE SCHED. FOR FOOTING
FOOTING WHERE;REQUIRED,
SEE SCHED.:F IR Foo71NG
C
TTICE STRUCTURE
GEABLE WITH ANY OTHER
OPEN LATTICE -TYPE PATIO COVER
'�
JACH
TENT UNLESS OTHERWISE SHOWN.
----
NOTE:THIS'OPEN!51T E-T•YPE STIR
BE
DSTRUCT
1
�
T —RE_ "E" ATTACHED SINGLE SPAN
'T
LATTICE
��
TYPE F ATTACHED M'
"
w
~
I"'iAY 0 b 1009
No. 37
48
MAX. PROD.
RAFTER, SEE TABLE SEE SCHE U E G1
AND SPACENG �..���%�C�J�
NOTE: THIS OPEN LATTICE -TY E�S
_ MAY NOT BE ENCLOSE O�
CT
EREO.
MAX. PROD.
SEE SCHEDULE
� � / /
HEIGHT
I LENGTH OF STRUCTURE VARIES
HEIGHT
POST WITH SIDE-
PLATES SEE TAIL
3 1/2- SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
SEE SCHEDULE
FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE
LATTICE STRUCTURE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT BE ENCLOSED OR COVERED.
+I
P•
pOs
DRAWN BY: K.K.
-POST GROSS-ShCII
SEE POST OETAI
LENGTH OF STRUCTURE VARIES
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
T
FFT Shq
DATE: 5105!2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
10, 20 8 3o psr
DURALUM PRODUCTS, INC.
ge(FC/'t'G
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
POST CR
SS•SEC7ION,
REVISED BY- K K. R D P,
L
pOs
TSp
90,100 8 110 MPH
SEE POST DET IL
NOTE: EACH COMPONENT IS INTER- p°sT
AB
3nnv SLAB
SFF
TgeCFCNG
CHANGEABLE WITH ANY OTHER sFFT SpgC/
TO
BEE
3 1 2 sue
MAY BE USED
COMPONTENT UNLESS OTHERWISE SHOWN. qe N I,TO
CF G
FOCOINS
SCHEDULE
NOTE: EACH COMPONENT IS INTER-
p
DST
CHANGEABLE WITH ANY
SFFTge<FC/NG
FOOTING, SEE
OPEN LATTICE -TYPE PATIO COVER
I
SCHEDULE
FOOTING WHERE REQUIRED
COM ONTENT UNLESS OTHERWISE SHOWN.
FOOTING WHERE
SCALE: NTS
SEE SCHED. FOR FOOTING CUBE SIZE
FOO CUBE SIZE
SEE SCHED. FOR FOOTING
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN L
TTICE STRUCTURE
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5105!2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
10, 20 8 3o psr
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
STRUCTURES.-
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 3 OF 30
REVISED BY- K K. R D P,
90,100 8 110 MPH
/R1R1 d.5�-_7D71 FAX dl1.'1.15tC
ATTACHMENT CHANNEL
ALUMINUM cGG f^GTAII -
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25% —
OF SPAN
SEE DETAIL FOR SPLICE -
SO. POSTS, SIZE VARIES
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
SEE SCHEDULE
MAX. HT.= 12' --Lc
-
SEE
WHERE REQUIRED _-/
SEE SCHEDULE FOR FOOTING CUBE SIZE
a A 11
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
0
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE —�
SQ. POSTS, SIZE VARIES _
3 1/2" SLAB
MAY BE USED
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
SOLID PANEL TYPES
POST AND AT END BAYS -
NOTE: EACH COMPONENT IS
CHANGEABLE WITH ANY OTI-
COMPONTENT UNLESS OTHE
En/GTl-1 OF STRExp
UCTURE civil -
(MAY NOT @FENC(pSEp� \�
OS OPTIONAL: CANTILEVER BEAM
SFE S�S PACING SEE SCHEDULE FOR
MEDU�FS POST SPACIN t
O
ALTERNATE: �5 OOF O FxCE
SINGLE POST SPAN EO
SEE SCHEDULE
NOTE 'qO SPLICE AT OST D AT END BAYS.S
ATTACHMENT CHANNEL
SEE DETAILSA/VL
MIN. 0.25" SLOPE PER FT._ 7"NE
-"'yFDU E
ALTERNATE:
SINGLE POST
SEE SCHEDULE
=00TING WHERE REQUIRED _/
E SCHEDULE FOR FOOTING CUBE SIZE
I�1AY 0 6 2009
PE "B" ATTACHED MULTISPA
ALUMINUM
ROOF PANEL MIN. 0.25" SLOPE PER FT.
SEE SCHEDULE
FOR SPANS
O.H SPI
"O.H." NOT TO EXCEED 25% SPAN
OF SPAN
SEE DETAIL FOR SPLICE
SEET SPACIN
SQ. POSTS, SIZE VARIES_SCHED G
ULFS
3 i/2" SLAB
MAY BE USED ALTERNATE:
TO CONSTRAIN SINGLE POST
FOOTING, SEE SEE SCHEDULE
SCHEDULE
OF
IF SNCL SED
OPTIONAL: CANTILEVER Ei
SEE SCHEDULE FOR
PObT SPACING
2s TO OooO AN'
LNOTEL.NO SPLICE AT THIS
AT END BAY
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
V �e CARIES
(MA yNOTzt�BEENCCOSED)
"COPTIONAL: CANTILEVER
SEE SCHEDULE FOR
P ST SPACING
DF SP� ExCEED III
AT END B�YS.
FOOTING WHERE REQUIRED — ��NOTE:
�/� FOOTING WHERE REQUIRED I /'>l
SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTING CUBE SIZE /�/ NOTE: EACH COMPONENT IS INTER -
1/2 x 9" STEEL ROD 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
ALUMINUM
TOM CAMPBELL& ASSOCIATES, INC.
ROOF PANEL
SEE SCHEDULE
LIVE LOAD=
FOR SPANS
"O.H" NOT TO EXCEED 25%
_
OF SPAN
m
SEE DETAIL FOR SPLICE —
U
r
=
SQ. POSTS, SIZE VARIES
, CA (951 741-2107
CUCAMONGA1
STRUCTURES
;s
3 1/2" SLAB ATTACHMENT
SHEET 2 OF 30
MAY BE USED WHERE
REVISED BY' K K 9 0 P
PERMITTED.
SEE SCHEDULE
mm n5z7mi FAY Am-ip10 =IP a6,,m.,m
MAX. HT.= 12'
ATTACHMENT CHANNEL
SEE DETAILSA/VL
MIN. 0.25" SLOPE PER FT._ 7"NE
-"'yFDU E
ALTERNATE:
SINGLE POST
SEE SCHEDULE
=00TING WHERE REQUIRED _/
E SCHEDULE FOR FOOTING CUBE SIZE
I�1AY 0 6 2009
PE "B" ATTACHED MULTISPA
ALUMINUM
ROOF PANEL MIN. 0.25" SLOPE PER FT.
SEE SCHEDULE
FOR SPANS
O.H SPI
"O.H." NOT TO EXCEED 25% SPAN
OF SPAN
SEE DETAIL FOR SPLICE
SEET SPACIN
SQ. POSTS, SIZE VARIES_SCHED G
ULFS
3 i/2" SLAB
MAY BE USED ALTERNATE:
TO CONSTRAIN SINGLE POST
FOOTING, SEE SEE SCHEDULE
SCHEDULE
OF
IF SNCL SED
OPTIONAL: CANTILEVER Ei
SEE SCHEDULE FOR
PObT SPACING
2s TO OooO AN'
LNOTEL.NO SPLICE AT THIS
AT END BAY
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
V �e CARIES
(MA yNOTzt�BEENCCOSED)
"COPTIONAL: CANTILEVER
SEE SCHEDULE FOR
P ST SPACING
DF SP� ExCEED III
AT END B�YS.
FOOTING WHERE REQUIRED — ��NOTE:
�/� FOOTING WHERE REQUIRED I /'>l
SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTING CUBE SIZE /�/ NOTE: EACH COMPONENT IS INTER -
1/2 x 9" STEEL ROD EACH COMPONENT IS INTER- 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER
CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN.
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
DRAWN BY: K.K.
TOM CAMPBELL& ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/0512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID PANEL
10. 20 & 30 psf
OURALUM PRODUCTS, INC.
SCALE: NONERANCHO
, CA (951 741-2107
CUCAMONGA1
STRUCTURES
HORIZ. VNND=
6269 ALPINE AVE.. SACRAMENTO, CA 95826
SHEET 2 OF 30
REVISED BY' K K 9 0 P
90. 100& 110 MPH
mm n5z7mi FAY Am-ip10 =IP a6,,m.,m
RA
ALUM. ALLOY 3004-H36
OR EQUAL
* SEE NOTE BELOW
TRIBUTARY WIDTH
tm 2 x 6 1/2" RAFT
c
n 8 '90, 100 & 110 MP
w a 'EXPOSURE B &
L.L.=
(PSF)
"T'
(IN.)
10
0 4
16"
F,-
.032''—
20'-1"
--
1 -
.042
16" 24'-10" J
24" 20'_3'.
1'
.024
16" 101_10"
24" 8'-10"
20
.032
16" 14'_7"
24" 11._11'.
90 & 100 MPH
.042
16" 18'_0"
24" 14'-
9 9 10
.024
16"
24" 7'-11"
30
.032
16" 13'-1"
24" 10'-8"
^
.042
16" 16'-2"
24" 13'-2"
tv '�-
FOR OPEN LATTICE COMMERCIAL & PATIOS
CS✓
TRIBUTARY WIDTH
MAX,1 2� {-� 6.5..
II
CLEAR SPAN
(FT.)
O.H.
clll—
11 12 13
F,-
16 17 18 19 20 21
OR EQUAL
1 -
6 6 7
7 8
SEE NOTE BELOW
1'
.024"
m c
n 8
N o
u i
Pio. 37948
2
L.L.=
(PSF)
"T'
(IN.)
90 & 100 MPH
110 MPH
EXP. B& C
1\ Exp.3
9 9 10
10 11
11 12 12 13 13 14
16"
28'_5.
T
727-6"
'
^
ALUM. ALLOY 3004-H36 14
EQUAL
77 77 1 12
C
tv '�-
OR
23'-2"
E'R
10
DBL. 2 x 6 1/2" RAFTER
c
H
L.L.=
"T'm
c°3 90, 100 & 110 MPH
(PSF)
(I N.)
N o EXPOSURE B & C
.024
16 21,_1„
+
10
24" 17'-2"
16" 28'-6"
.032
24.. 23'_3'.
.024
16" 15'-3"
20
24" 12'-5,
16" 20'-7"
.032
24" 16'-10"
16" 13'-9"
30
.024
24'; 11'-2"
.032
-,. 15'-1'
90/100/110 MPH EXPOSURE B & C
TRIBUTARY WIDTH
F� 3.0" 8.0"
CLEAR SPAN
(FT.)
O.H.
042"
11 12 13
ALUM. ALLOY 3004-H36
16 17 18 19 20 21
OR EQUAL
3 4 4 5 5
6 6 7
7 8
SEE NOTE BELOW
1'
4 5 5 6 6
m c
n 8
N o
3 x 8" RAFTER
9 10 10 11 11 12
2
L.L.=
(PSF)
"T'
(IN.)
90 & 100 MPH
110 MPH
EXP. B& C
EXP. B
9 9 10
10 11
11 12 12 13 13 14
16"
28'_5.
28,_5"
727-6"
12 13 1 13 1 14 1 14 1 15
5'
— — — — —
77 77 1 12
.042
13 14 14 1 15 1 15 1 16
24"
23'-2"
23'_2"
10
20
1'.042
I 24" 18,_9,. 16-_9,- 16.9,E
042 I 16" 1 18'-6" 1 18'-6" 1 18'-6"
30 24" 1 15._1'. 15'15,-1.-
NOTE:
5._1"
NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED
AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED.
' PROJECTION—
SPAN
O.H.
7
RIBUTARY TRIBUTARY=
WIDTH 112 SPAN + O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
TRIBUTARY WIDTH
TABLE
CLEAR SPAN
(FT.)
O.H.
'6 7 8 9 10
11 12 13
14 15
16 17 18 19 20 21
0
3 4 4 5 5
6 6 7
7 8
8 9 9 10 10 11
1'
4 5 5 6 6
7 7 8
8 9
9 10 10 11 11 12
2
5 6 6 7 7
8 8 9
9 10
10 11 11 12 12 13
3'
— 7 7 8 8
9 9 10
10 11
11 12 12 13 13 14
4'
— — — 9 1 9
1 10 1 10 1 11
11 1 12 1
12 13 1 13 1 14 1 14 1 15
5'
— — — — —
77 77 1 12
12 1 13 1
13 14 14 1 15 1 15 1 16
7
RIBUTARY TRIBUTARY=
WIDTH 112 SPAN + O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES. INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 & 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741.2107
RAFTER SPANS
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95825
REVIREO BY- K K & D P
90. 100 & 110 MPH
IMiA, AF7-7m1 FAY em.tFlo
SHEET 7 OF 30
PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C
tvlAY U u 2009
24" -
24" TRI='V" PAN
L.L.= PSF
90- MPH
100 -MPH
110 -MPH
10
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
20
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
30
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
"I L" X J -IIZ VV h'AINtL
L.L.= PSF
90- MPH
100- MPH
110- MPH
10
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
20
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
30
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
No.379�}8
Exp.
i
0„
L.L.= PSF
90- MPH
100- MPH
110- MPH
10
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.'
20
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
30
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
6" / 8"x2 1/2" FLAT PAN W/(2) -V'S
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.LIVE
LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5105/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 8 30'ss
DURALUM PRODUCTS, INC.
SCALE: NONE '
RANCHO CUCAMONGA, CA (951) 741.2107
PANEL FASTENERS
HORIZ WIND =
8269 ALPINE AVE.. SACRAMENTO, CA 95826
SHEET 6 OF 30
REVISED BY, K K R
al 4F7.7n71 FCX dn.'S.1FtR —i—nam.—t— mm
HANGER CHANNELS AND MOUNTING BRACKETS
` ' ' 1.50" WALL FASTENERS
ALUM. 3004-H36
.06vq� SEE TABLE
,1.50 I I I I 25"R
N o WALL
rr;FASTENERS
J6`.O
ROLLFORMED HANGER
.01
.563" 1 # 1 1.281
ALUM.ALLOY
6063-T6
1' 500" r B
EXTRUDED HANGER CHA NEL
R.F. OR EXT. HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET./ \
ALUM. PANEL 2x OR
3x ALUM. RAFTER
FASCIA BOARD EXIST. EAVES, RAFTER
ALLOWABLE PF EXISTING EAV
SEE TABLE BELOW OVERHANG
EXISTING SAVE CONNECTION
014 SMS @ PANEL
LOCKS OR #8 SMS
AT EA. CONTACT
w
AT 2x FASCIA
AT WOOD STUD AT MASONRY (SOLID -GROUTED
WALL FASTENERS
.200Y/
ROOF PANEL
-+
3
CONTINUOUS A- RAIL
(MERE OCCURS)
O
90
ALUM.ALLOY
APPROVED 3" OR 4"
N
6063-T6
414 SMS @ EA. CONTACT
W
D I BorD
WALL CONNECTION
SHEET 8 OF 30
O
ALUM.ALLOY
6063-T6
I.R. HANGER
2.740"
T=.060"
I
w
AT 2x FASCIA
AT WOOD STUD AT MASONRY (SOLID -GROUTED
WALL FASTENERS
W/ SIMPSON A35
SEE TABLE
o
-
LL=10 LL=20
O
90
A BorD
APPROVED 3" OR 4"
N
INSUL. ROOF PANEL
O
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
WIND
AT 2x FASCIA
AT WOOD STUD AT MASONRY (SOLID -GROUTED
DESIGN
W/ SIMPSON A35
16" O.C. CELL AT FASTENER) OR CONC.
LL=30
LL=10 LL=20
LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30
90
A BorD
BorD E E E J J K
100
BorC BOrD
BorD E E E J J K
110
D I BorD
BorD E E E J J K
SHEET 8 OF 30
DESCRIPTION OF LAG SCREW
(SEE NOTE BELOW)
A=3/8"O x 1 1/2" @ 12" O.C.
ONCRETE'
'J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE-
U-1
zz
x 1 1/2" @ 8" O.C.
'K=3/8"0x1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
B=3/8"O
C=7/16"0 x 1 1/2" @ 10" O.C.
HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1
F¢w
CO
D=7/15"0 x 1 1/2" @ 12" O.C.
24" O.C.
<N0-
LL��
E=3/8"O x 4" @ EACH STUD
14,-0"
9'-6" /
F=7/16"0 x 4" @ EACH STUD
EXIST. RAFTER
10# L.L.=(2)#14 SMS`EA- SIDE-,
20#/30#LL.=(2)#14 SMS EA_ ,,SID
U -BRACKET �1\
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
LL=10
LL=20
LL=30
2 x 4
16" O.C.
V-6"
16'-8"
13'-10"
9'-3"
2'-0"
11'4"
8'-8"
5-10"
FULL OR
SHEET 8 OF 30
2" x 4"V-6"
24" O.C.
10'-8„
8'-3"
5'-6" f
Z 0"
T-0"
4'-6"
3' 0"
FULL
2"x6" FULL OR
24" O.C.
2'-0"
17'-6,.
14,-0"
9'-6" /
2"x8" NOTCHED
2"x8" FULL
24" O.C.
2,-0"
29'-3"
25'-0"
16'.9"
NOTE: AT 10, 20 & 30 L.L. MAY USE:
2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE
NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.)
USE:
(2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PER STUD)
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS). 11.1.3 AND 11.1.4,
RESPECTIVELY
1 1/2''~
10# L.L.=(2)#14 SMS`EA- SIDE-,
20#/30#LL.=(2)#14 SMS EA_ ,,SID
U -BRACKET �1\
TOM CAMPBELL & ASSOCIATES, INC.
3/4' OR 1 1/2"-_--
PATIO COVER SYSTEM AS MFG. BY:
_-
1
f 2" x 6 1/2" OR
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
5" MIN, 3" x 8" ALUM.
I
RAFTER
1
SCALE: NONE
/4_OR 1 1/2"
\ EXISTING WOOD STUD FRAMING / J
14 SMS T&B
AT 12" O.C.
No.
Exp. 3
IAY 0 6 20Q9 v
3116"
8" 0 STEEL
0 114"0 HOLES,TYP.
0 NOTE: PROVIDE WATER
8' O O PROTECTION, METAL FLASHING
O CAUCK JOINTS AND SLOPE
TO DRAIN
TYPICAL BRACKET AT EVERY 2x
\ FOR SPAN SEE ALLOWABLE
DECK/RAFTER SPAN TABLE
EAVELENGTH
EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 psf / /"'i
EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 301psf RAFTER
MIN. PENETRATION INTO (3) #14x3 12" W.S.
(STING WOOD STUD)
L.RAFTER TO
WALL CONNECTION- \ / NOTE: PLACE "SIKH FLEX" OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL
RBRACKET CONNECTION
!x6 OR 2x6 LEDGER I
3)-#14x1 3/4"
PATIO COVER
NOTE:BRACKET
MAY BE MOUNTED
BELOW RAFTER W/
SAME CONNECTION'S.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/0512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
HANGER CHANNEL
AND BRACKET
10, 20 & 30 ps1
DURALUM PRODUCTS, INC.
'
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
ATTACHMENTS
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 8 OF 30
REVISED BY* K K & D P
90. 100 & 110 MPH
rp1R� aF9-7m� Pax an:�15�g aamclnlrL,ralum .-gym
COLUMN/ POST TYPES&=SURF,ACE MOUNT ATTP
I-3 r2-1 I#
3.00"SQ. � 024'• #ro SMS 3.00" SQ. f
.032' @24 o1Cn
EA. SIDE
6.5" q�032-
28
37 17C3CUM. 14"R
TYP.O5/8" PLASTI LUG4
3" SQ. ALUM. POST 3"'SQ. ALUM. POST 3 ALUM. f
WITH SIDE PLATESOD AL M. A Y 3004
ALUM. ALLOY 3004-H36 1 3"TSQ. STEEL
ALUM. ALLOY N36��? - - -A653- RAD
ALUM. ALLOY 3.00" OR
r r . 6063-T5'--�-•2.40" `
1.375" 7/16"OH6L
0.75"
O ASTM GRADE 36 STEEL
0
1.60" TYP.-
1.5 USE FOR 3"
e INSTALL WASH. PLATE _0190" TYP. POST ONLY
1VV x 5/16" x 5}4" WHEN USING
IN 110 MPH WIND AREA 2- 5/16"0
.090" BRACKET FOR 3" POSTS
_,,A-Mll ''T'''B'RACKET
T=.060" TYP--
�3 3/8" LAG SCREWS OR MAY 0 6 2.009
4;-1/4" LAG SCREWS \
J (2.5" PENE. INTO EA. STUD)
J
5R I a y
LU - 1
3"
I
ALUM. ALLOY f`
6063-T5 3"x8" ALUM" KRAFT. BRACKET
3" -X -8' --ALU M,HE ODER
"H" BRACKET
HEAD_ER�BRAC.KET
- 1
HMENT DETAILS
= t.
�I 3.00" SQ. I~ a G =3" Q.xt=.188"1
C? O H=3"SQ.xt=.2501'1'1
=.188
C� .075" 3=4"SQ.xt11
r K=5"SQ.xt=.188':.
a, I l
/ O
DRAWN BY: K.K.
MAG POST
SQUARE
3" SQ. ALUM. POST
STEEL POST
ASTM A36 GRADE 40
ALUM. ALLOY 6063-T6
2.0••
DATE: 5105/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
2 FLANGES
10.20 8 30 psl
2 1/8" APART
2.5"
'
.75"
BASE FLARES
POST TYPES
TO WVVIDE EA.
1
SIDE OF FLANGES
5.50"
(111-7/16"0 HOLE
& 2-3/8" HOLES
90. t00 & t10 MPH
TYP. EA. SIDE
STEEL "T" BRACKET
5
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5105/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN i
10.20 8 30 psl
DURALUM PRODUCTS, INC.
'
SCALE: NONE
REVISED RY' K K R D P
RANCHO CUCAMONGA, CA (951) 741-2107
POST TYPES
- HORIZ. VNND =
8269 ALPINE AVE.. SACRAMENTO. CA 95826
90. t00 & t10 MPH
_
IAtfi1 d59-7!191 cex enzt.fitq �ealac/hlAirt�l�un.nm
SHEET 9 OF 30'
COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS
ALUMPOST TYPE B. .D, USE WITH EL 1 1 1 1 1
� POST TYPE B,C,D, OR E. STEEL,POST ONLY:
STEEL'TBRACKET USE WITH USE,POST TYPE (3)-5/8"0 BOLTS
"T" BRACKET
POST TYPE B.C,D,E,F,G,H.J OR K.
' CUBE FTG.
I
F, G'H J OR K
FOR POST TYPE J
@ 3"SQ. POST W/
3' SQ. POST ALUM.'T"BRACKET:
12"
`
25" SQ.
16"
3"SQ. POST (2)-#12 SMS EA.
USE (2)-318'0 HILTI
KVIA BOLTS OR EQUAL
20"
i i
32" SQ.
23"
SIDE OF POST OR
1/4" M.B. THROUGH
STEEL. rBRACKET:
12 DEPTH OF
i I
39" SQ.
(2)-1/2"0 BOLTS
FOR ALL OTHER
POST
USE (2)-3/8'0 HILTI KWIK
SEE NOTES BELOW BOLTS OR EQUAL
FOOTING OR
EMBD.
I I
I I
47" SQ.
CONDITIONS
(2)-3/8"0 HILTI "KWIK"
(2' MIN. EMBEDMENT DEPTH
F12"rMIN.
't:
55" SQ.
37"
BOLTS, OR EQUAL, EACH
FOR KWIK BOLTS
39"
I I . ;�
64" SQ.
T.O.C.
BRACKET TO SLAB.
69" SQ.
43"
MINIMUM DISTANCE TO
w
EDGE OF SLAB = 2-112"
d
LL
U,
�
w o
SLAB $HALL BE IN
DE TH n
c POURED CONCRETE
w
`IIx
F m
3/16"
GOOD CONDITION
FOOTING SEE NOTE
0.
3" SQ POST (STL )
3 1/2" MIN.
EXISTING SLAB__
ATTACHED
ALTERNATE FTG
CUBE SIZE
SQ. 18" DEEP
' CUBE FTG.
18"
18" SQ.
12"
20"
21" SQ.
12"
22"
25" SQ.
16"
24"
28" SQ.
20"
26"
32" SQ.
23"
28"
35" SQ.
25"
30"
39" SQ.
28"
32"
43" SQ.
30„
34"
47" SQ.
32"
36"
51" SQ.
34"
38"
55" SQ.
37"
40"
B0" SQ.
39"
42"
64" SQ.
41"
44"
69" SQ.
43"
CUBE FOOTING W/ 3 1/2" SLAB
FOR SIZE
w
01 ' l "OM.B. o
x9'\LQNG, 1" SQUA
I SQUAR FROMIEND SEE F
OF POST SCHEI
3" SQ. POSTS TO CONC. FOOTING n \�SQl1ARE--POST EMBE[
IUAR cnOS-T-E
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE
SINGLE POSTS
EMBED.
BOLTS
23" 8 24" CUBE
(2)-1/2"0
3 1/4"
25"- 30" CUBE
(4)-1/2"0
3 1/4"
31" - 34" CUBE
(4)5/8"0
4"
35" - 39" CUBE
(4)3/4"0
4 3/4"
40" - 42" CUBE
(4)3/4"0
4 3/4"
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC.. ESR -1917 OR EQUAL.
NOTES:
1. DO NOT USE ALUM. "T'
BRACKET WITH 3X8 BM.
W/INSERT, MAG. BEAM, 4" OR
7" I -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE, 2" X
Y." X 0'-5k" AT STEEL "T'
BRACKET. rr 1!(
3. POST TYPE F MAY Q V (0139
DO NOT USE STEEL "T'
BRACKET W/7" I -BEAM
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
No. 3794B n
Exp '3131
OR FLUTED
OR 4" SQ. POST (STL.)
INSERT
i
PL.5/8"THK.
t t/2" F• 1 1/2"
INSERT
x .188"
ASTM A3 -
STEEL
WELDED STEEL BASE PLATE 'I'
BASE PLATE SCHEDULE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8
9" SQ. x 5/8" B. C, D. F, G, & H
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE ANCHOR BOLTS (SIZE & TYPE)
(4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
9"x9"x 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL
(4 3/4" EMBEDMENT DEPTH )
DRAWN BY: KK
TOM CAMPBELL &ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
F
DATE: 5/05/2009
I
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN
SURFACE MOUNT
10, 20830psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
AND EMBEDMENT
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED BY: K K R D P
90. 100 8 110 MPH
MIM G57 -7n71 cnx ert'i-lFtp ca
SHFFT 1 n f1F 30
HEADER. BEAM TYPES .& ATTACHMENT DETAILS
1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP
3.00" SQ.
2.00" SPLICE WHERE I y11 O I
1 79" OCCURS SPLICE WHERE SPLICEOCRS WHERE
OCCURS
- - 4.6" .075..
`D L
- 2.57" 4.s" TYP. 14 R
z.1s°� 2.04- — TYP.
I O65"
2.04" JII- TYP.
2:08" 065„
�- TVP. I .28"
2.93" 4.0000"3.0•'
2.77-1 ASTM A653 GRADE 40
.038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY
FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063-T6
ALLOY 3004-H36 6063-T6E
6.5" ROLLFORMED O 4.5" GUTTER O MAG. GUTTER O MAG BEAM O" 3" SQ. STEEL BEAM
' 3„ I � 2„ L� 6.5" MAKy 2" I� 6.5"I—
SPLIC .042„
WHERE 4".024" 8.0"
SPLICE WHERE •
OCCURL_L07
0,' OCCURS —� f .032"P.042" .032"
—110"
TYP.
r
ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL `ALUMALLOY 3004-H36
ALUM. ALLOY ALUK ALLOY � � OR EQUAL
6063-T6 � �
4" I-
�`BEAM O 7" I -BEAM O. 2 x 6 ROAFTER DBL 2 x 6 5 BEAM K '8 BEAM
, x
ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS .
3' a r 625" 1 MAX.' 3. j � `4" I -BEAM = 7x 2 3/4" x 16 GA. STEEL C -BEAM n
.042"
.042'!.. T=14 GA. 7"'I -BEAM = 12"x'3 1/4" x12 GA. STEEL
$„
`� �- 7.675 ASTM A653 GRADE 50
:!0 I O r
fT
ALUM. ALLOY 3004-H36ALUM. ALLOY 3004-H36 II I 625 w ~ No. 3 948 TT
OR EQUAL �.G Y�' OR EQUAL TO ----I 2.875" �� N Exp.. 31
3-x.8_BEAM W/ STL. INSERT DBL. 3 x 8 BEAM 3 x 8 BEAM O
STEEL INSERT CIV11- P
Fn I
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05I2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
BEAM TYPES
HORIZ. WIND
6269 ALPINE AVE., SACRAMENTO, CA 95826 • SHEET 11 OF 30
-
REVISED BVi K.K. 8 D.P.
90. 100 6 110 MPH
fPlAl 45z7m. FAX 4n�141P ealeelnlAumL,m mm
BEAM TO POST CONNECTION DETAILS
OPTIONAL DECORATIVE FASCIA
(WOOD. ALUM. OR HARDBORD) 3" x $ x .042' BEAM,
3" SQ. STEEL OR (2)-#14 S.M.S. EA. SIDE (4)-TOT.
MAG BEAM. \ 914 S.M.S. TOA & BOTT. (2)-TOT.
2-04 x 112" S.M.S. EACH SIDE OF 3" #14 x 1/2" S.M.S. TOP
SQ. POST (4-TOTAL
ALTERNATE: 114••0 �OLT WI WASHER & BOTT. (2)-TOT. 1 i/4"
EA. SIDE OF 3" SO. POST
1.1.5c.. ROOF PANEL 4" 6 112"
{- 110• ROLLFORMED OR
.75 1 OEXTRUDED GUTTER
F�
9 �.so I (4)-#14 SDS @ EA. SIDE FASCIA ALUM. BRACKET X
"z
L —+3" SO. POST TOP & BOTT. TOT.=16 #14 S.M.S. @12"O.C.
2.35"
1"
6 1/2"x2"x 2" -
.024"RAFTER
2-414 x 112" S.M.S. EACH SIDE OF 3" -
SQ. POST (4-TOTAL) -
ALTERNATE: 1/4••0 BOLT W/ WASHER '
EA. SIDE OF 3•• SO. POST RAF_T_ER.:'TAI.L'TO,:GLITTER 15
FFn] 3" X 3" ALUM. OR
STEEL POST
3.00" 3" SO. POST1 4 3.125" FOR 3 x RAFTER
OR .240"
GUTTER FASCIA
H - BRACKET TO POST 2.125' FOR 2 x RAFTER
MAG BEAM 3" SO. POST
3"SO. STL. BEAM 13 ALUM. ALLOY 3003-H24 ALUM: AL"L'OY-3003 H24
1.50 ' t =.040" 6063-T6
✓✓✓ 1 .50$. I 1 1/2 t = .040 3004:H36 AL=UM.
28"�' �— 28" 21'2' - -
- — 018, rG 018"
�f
IJ (4�#1�%4"`TEK+SCREWS
B�CKETTO RAFTER
2"x3" LATTICE TUBE) 1`172"SQ_ OR' P2 }1/2" MIN.
2'=LNTTICE TUBE 1
O
C#6 x 2 "SMS, 21/z„ ��O�E53apN (ir"i 1 �i O
OR 3 1/2"-TY P. �� ��GJq%� :O `
'I@t12OORMIN.OUP TO 7 O C MIAX.
{ — — — — — a r x .iso„
—RAFTER � ' N0. l�$ r
Exp. 3 L"(4)-#14 x 3/4" TEK SCREWS OR (6)#10x 3/4" TEK'SCREWS
LATTICE TUBE TURAFTER BRACKET TO BEAM
���fff s CN►�
V17 F U" BRACKET -RAFT R TO BEAM O
`—
'DRAWN BY: K.K.
TOM CAMPBELL &ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM O POST
10, z0 & 30 sl
P
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
ATTACHMENT
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 13 OF 30
REVISED BY: K K & 0 P
90. 100 &A10 MPH
1aiR1457.7n" FAX 4nR.1F10 celoc�lm�.=L"n �..m
SIMPLE SPLICE
9„
5" 3" 1..'1., 3"
1
#10S .M.S. II #12 J.M.J. T T T II T T T
(8 TOT. TYP. THICKNESS = .035 (24 TOT
TYP. THICKN 11 =..035"
6.38"
II II
+ II + + ++ + + + + ++
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRUnFn OR 6063-T5 FOR EXTRUDED
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR I
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS NOTCH 1 -BEAM FLANGE
AS NEEDED TO CLEAR
SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY I SQ. POST,CONNECT WES
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE I I TO POST WI(2)-112"41
I C -BEAM THRU-BOLTS
3 I TOTAL= (8)-1/2"0 BOLTS
....................................................................................... SQ. POST
F E
1.00"a!QN
o �---0 0 0 s 1. C,q BEAM TO POST CONN.
SPLICE WHERE 2.00"
4 a ��(t ppp rn
Z I
OCCURS —.070„ J O O �w ~ Iv�. , 79-7V TI
TYP I Q [�
SPLICE DETAILS 11 BEAM TO POST DETAILS C 21
FULL MOMENT
ALUM.ALLOY
6063-T6 16" 1"
4" I -BEAM 3'-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 WH
OCCUI
ALUM.ALLOY
6063-T6
7" I -BEAM
MOMENT C -SPLICE
I.
C #12 METAL BACKED,
NEOPRENE WASHERED
O 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
2- 3/8"0 M.B. THRU STL. 'T'
BRACKET TO POST.
POST, SEE SCHEDULE -- v
ALTERNATE BEAM TO POST CONN.
i
f
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009COMMERCIALAND
RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
10, 20830 ps1
DURALUM PRODUCTS, INC.
IfAlr%4.57.7mi
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741.2107
SPLICE DETAILS
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95826
I
REVISED BY• K K R 0 P
90. 100 & 1.10 MPH
PAY 4n.%_lFtp 1nd Hiv h m
SHEET 12 OF 30
i
f
DOUBLE RAFTER CONNECTION DETAILS LATTICE BEAM TO POST CONNECTION
1 BEAM,SPLLCE_ �TO
J/ OCCUR DIRECTLY`OVER�5/8' OJ PLASTIC
1 1/2" OR 2"LATTICE #8 S.M.S. I POST. NOT PERMITTED -RL.UG-WHERE
ALTERNATE 1/2" DOUBLE RAFTER- �I @ 2 -POST UNITS SCREW IS.INSIDE
BOLT CONNECTIO PLAN 2 s 6 SCREWS
ALTERNATE: PER SIDE I `
4-#14 S.M.S. EACH #14 SMS MAY
((6-#14
.5" .5" BE USE AS
- - RAFTER TO COL. ALTERNATE TO
CONNECT. (8 -TOT.) 3.5" 3.5"
1/4"0 BOLTS3.5"3.5" 8" BEAM5" I .5'-06" R1MS EA.
I I 6 1/2" SIDEPLATE EA. f
3"x 3"STL.POST (za^) I o I ALTERNATE : #144SMS EA�SIDE I SIDE SEE POST SCHED.�-
INSERT ATTACHED OR (2)-2x6.5" OR '^-+ I I �.
3"x 3"STL.POST COLUMN I (2)-3"x8"HEADER TOP, MITTOM.. T �- FOR FREESTANDING AND BOTTOM.
(2)-1/2"BOLT 3=SQ TPOST BETWEEN;SIDE'PLATES
BEAM TO POST-CON.NECTI.O.N=-----�
2"x 6.5" SIDEPLATE
21
DBL. RAFTER /DBL. HEADER CONN. POST -SC HED_U_LE��
Ia3" SQ. x .032" + (2)-2" x 6 1/2" x.024" 3" SQ. x .032" + (2)-2" x 6 1/2" x.032
W/ (6)-#14 S.M.S. EACH SIDE. ❑2 W/ (6)-#14 S.M.S. EACH SIDE.
,� USE:ON-CONC~SLABTONLY-.�J USE ON CONC. SLAB OR FQOTING
#8 S.M.S. EACH SIDE
r--- LATTICE 1 1/2" OR 2"
2"x6.5" OR 3"x8" RAFTER
ALTERNATE: 1/2" BOLT
ALTERNATE:
2)- #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION (4 -TOTAL)
ALTERNATE:
ALTERNATE: (2)- 24.5" OR (2)-3"x8" HEADER
3"x3"x0.024" (1) - 1/2" BOLT OR
CONNECTOR (2)- #14 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN. 20
EATHING
J
2"x6" LEDGER (NEW OR EXIST.)
X
-(2) 3/8" LAG SCREW
I EXIST.
1' STUCCO OR EQUAL
2.5" PENE.INTO EACH WOOD STUD
I'"AY 0 V 111013
EXIST. STUCCO / LEDGER ATTACHMENT DETAIL
AWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
TE: 5/05/2009
L
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LATTICE
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
ALE: NONE
VISED RY' K K & D P
RANCHOCUCAMONGA, CA (951)741.2107
CONNECTIONS
HORIZ. WIND=
90. 100 & 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 95826SHEET
fpt R1 d57.7I171 FAX dm-l.g1Q calne(nlrb rtaliim rnm
14 OF 30
NOTE:
10# L.L. 90 MPH FREESTANDA ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C
'<_
0 0
m
D' �
~
OZm
v-
Urn
� a z
rn 0
3" SQ.
STEEL
BEAM
F-xp
DBL. 3"x8"x.042"BEAM
COMMERCIAL AND RESIDENTIAL STRUCTURAL E GINEERING
POST SPACING TABLE
FREESTANDING
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY,
DBL.2"x6.5"x.032"
OR 3"x8"BEAM
CI\
BEAM
SCALE: NONE
_f 8_ _
x8 BEAWIINSERT
- -
--
FOR
t , MINIMUM
•ATT• Ia-,=- TYPED
o
m POST
FTG.
(IN) ~ EXP. B
21 6• 2
22 7, 2
23 I �• 2
_23[ 91 2
24 10 2
24 71 3
12' 3
25 13' 3
26 14• 3
26 15' 3
26 16' 4
27 17' 4
27 16, 4
27 19, 4
27 20' 4
28 FOOTNOTE: `
1-IEADER AND OR
28 REQUIRED SPACING
SLAB
OR LESSER MUST
SIDEPLATES, USE
mo-, SInFPI ATFL nN rnNr.
ATTACHED
NO.
PATIOS
OF
FOOTNOTE:
POST
'
2
EXP. C
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
ONLY
MAX.POST
SPACING
PREESTAND
90.100 & 110 MPH
ATT.
MAX.POST
SPACING
PREESTAND
ATT.
MAX.POST
SPACING
FREESTAND
ATT.
MAX.POST
SPACING
TREESTAND
1
FTG.
(IN)
MIN.
POST
TYPE
FTG.
(IN.)
FTG.
(IN.)
MIN.
TYPE
FTG.
(IN.)
FTG.
(IN.)
MIN
TYPE
FTG.
(IN.)
FTG.
(IN.)
MIN.
POST
TYPE
TYPE 1
POST TYPE
EXP. C
EXP. B
4'
17'-0"
14'4"
32
G
16
19'-2"
38
G
20
16'-4"
32
G
20
29'-11"
38
G
2
2
5'
13'-7"
13'_4„
32
G
17
17'-2"
32
G
20
14'-8"
32
G
.20
26'-9"
38
G
2
2
6'
11'-4"
12'-6"
32
G
18
15'-8"
32
G
21
13'-4"
32
G
21
24'-5"
38
G
2 1
2
7'
9'-8"
11'-7"
29
G
18
14'-6"
32
G
22
12'4"
32
G
22
(22'-7"
38
G
3
2
8'
8'-6"
10'-10"
29
G
19
13'-7"
32
G
22
11'-7"
29
G
22
21'-2"
38
G
3
2
9'
7'-7"
10'-3"
29
G
19
12'-10"
32
G
22
10'-11"
29
G
22
19'-11"
38
G
3
2
10'
6'-9"
9'-8"
29
G
20
12'-2"
32
G
23
10'-4"
29
G 1
23
18'-11"
38
G 125
3
2
11'
6-2"
9'-3"
29
G
20
11'-7"
29
G
23
9'-10"
29
G
23
18'-0"
32
G
4
2
12'
7 5'-8"
8'-10"
29
G
20
11'-1"
39
G
24
g'-5"
29
G
24
17'-3'7
32
G
4
2
13'
5-2"
8'-6"
32
H
21
10'-8"
32
H
24
9'-1"
32
H
24
16-7"
32
H
4
2
14'
4'-10"
8'-2"
32
H
21
10'-3"
32
H
24
81-9"
32
H
24
16'-0"
32
H
4
2
15'
4'-6"
7'-11"
32
H
21
g'-11"
32
H
24
8'-5"
32
H
24
15'-5"
32
H
5
2
16'
4'-3"
7'-8"
32
H
22
9'-7"
32
H
25
8'-2"
32
H
25
14'-11"
32
H
5
2
17'
4'-0"
7'-5"
32
H
22
9'-4"
32
H
25
8'-0"
32
H
25
14'-6"
32
H
5
3
18'
3'-9"
7'4"
32
H
22
9'-1"
32
H
25
7'-8"
32
H
25
14'-1"
32
H
5
3
19'
3'-7"
7'-0"
3111
H
22
1 8'-10„
38
1 H
1 25
7,-6„
38
H
25
13'4„
38
H
MIN.
MUST
SPAC
BE USED
ON CONC.
RI
NO. OF POST
NG EXCEED
SLAB
AR nR FnnTIN(:
20'
3'-4"
6'-10"
38
H
22
8'-7"
38
H
2
Q �oF�
38
H
26
13'-4"
38
H
('
_RwQ -
r'
(�
I.`
f 1 b
NO
FOOTNOTE:`
COL.
rnl
TYPES
TvGGC
D-1 =.024"
n_7 -
NOTE:
LU �-
No,
FOOTING SHOWN REPRESENTS LENGTH OF
LATTICE
UVE LOAD =
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
F-xp
WHERE SLAB OCCURS, CUBED FOOTING SIZE
COMMERCIAL AND RESIDENTIAL STRUCTURAL E GINEERING
POST SPACING TABLE
FREESTANDING
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY,
DURALUM PRODUCTS, INC.
CI\
SEE ALTERNATE FOOTING TABLES
SCALE: NONE
O
SHT 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO, CA 95626
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE'FIGURE`SHOWN-INDICATES:EXP,_B & C.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, IN
LATTICE
UVE LOAD =
PATIO COVER SYSTEM AS MF -G. -BY: --
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL E GINEERING
POST SPACING TABLE
FREESTANDING
10. 20 & 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 7 1-2107
AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO, CA 95626
SHEET 25 OF 30
REVISED BY: K.K. & D.P.
„
90.100 & 110 MPH
la+q+ es7nm+ Fnx em_+a+o eomcrnlA„rol„m rn.o
10# L.L. 100 MPH FREESTAND-& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP: B -&-C
TOM CAMPBELL & ASSOC LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
3" SQ.
STEEL
BEAM
POST SPACING TABLE
COMMERCIAL AND RESIDENTIAL STRUCTURAL FREESTANDING
DBL. 3"x8"x.042"BEAM
DURALUM PRODUCTS, INC.
DBL.2"x6.5"x.032"
RANCHO CUCAMONGA, CA I. -2107 AND ATTACHED
HORIZ. WIND =
BEAM
SHEET 26 OF 30
3"x8t' BEAMMINSERT
REVISED BY: K.K. 8 D.P.
.. ,,,,. ..
90. 100 8 110 MPH
Iwai as�.�mi Fox amnc�o=IacrlAnmlum rnro
FOR ATTAGHED PATIOS
�
OR 3'x8"BEAM
�
MINIMUM NO. OF POST
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
MAX.POST
FREESTAND
MAX.POST
FREESTAND
F- �
0
O Z m
U Z_
ATT.
ATT.
ATT,
F F
O
TYPE D FOOTNOTE:
POST TYPE 1
POST TYPE 2
m
F
N
a z
SPACING
FTG.
SPACING
FTG.
SPACING
FTG.
SPACING
FTG.
m
FTG.
MIN.
FTG.
MIN
POST
FTG.
MIN.
POST
FTG.
MIN.
POST
EXP. B
EXP. C
EXP. B
EXP. C
I—
� U)O
(IN.)
POST
TYPE
(IN.)
(IN.)
TYPE
(IN.)
(IN.)
TYPE
(IN.)
(IN.)
TYPE
(IN.)
r -
4'
17'-0"
14'-4"
32
G
17
19,-2,
39
G
21
16'-4"
34
G
20
29'-11"
39
G
23
6•
2
2
2
2
8'-5'
5'
13'-7"
13'-4"
32
G
18
IT -2" 6„
34
G
22
14'-8"
34
G
20
26'-9"
39
G
24
7,
2
3
2
2
24
2
6'
11'-4"
12'-6"
32
G
19
15-8"
34
G
22
13'-4"
34
G
21
24'-5"
39
G
e'
2
3
2
7'
9'-8"
11'-7"
29
G
19
14'-6'3
34
G
23
12'-4"
34
G
21
22'-7"
39
G
25
9.
3
3
2
2
11"
8'
8'-6"
10'-10"
29
G
20
13W>'34
G
24
11'-7"
30
G
22
21'-2"
39
G
26
,D•
3
3
2
2
13'-0"
9'
7'-7"
10'-3"
29
G
20
12'-1 '
34
G
24
10'-10"
30
G
22
19'-11"
39
G
26
„•
3
4
2
2
12'-3"
10'
6'-9"
9'-8"
29
G
21
12'-2"
34
G
24
10'-4"
30
G
23
18'-11"
39
G
12'
3
4
2
27
2
11'-8"
11'
6'-2"
9'-3"29
H
21
11, 7„
30
H
25
9'-10"
30
H
23
18'-0"
34
H
27
13•
4
4
2
3
12'
5'-8"
8'-10"
29
H
22
11'-1"
30
H
25
9'-5"
30
H
23
17'-3"
34
H
14'
4
5
2
27
3
10'-7"
13'
5'-2"
8'-6"
32
H
22
10,_8"10,_2„
34
H
25
9'-1"
34
H
24
16'-7"
34
H
28
15•
4
5
3
3
28
3
14'
4'-10"
8'-2"
32
H
22
10'-3''10
34
H
26
g' -g"
34
H
24
16'-0"
34
H
1s'
4
5
3
15
4'-6"
7'-11"
32
H
9'
34
H
26
8'-5••
34
H
24
15'-5"
34
H
28
17'
5
6
3
3
16'
4'-3"
7'-8"
32
r23
9 7 ,„
34
j26
8�-2`�
34
j24
14'-11"
34
j
1B•
5
6
3
29
3
17'
4'-0"
7'-5"
32
j
/moi 1"
34
27
7'-10"
34
25
14'-6"
34
29
19•
5
6
3
3
29
3
18'
T-9"
T-3"
32
J
24
91-1
34
J
27
7'-5"
34
j
25
14'-1"
34
j
20'
5
6
3
8.-81
19
T-7"
7'-0"
38
.J
24
-10 8,_5„
39
j
27
T-0"
39
j
25
13'_9"
39
j
29 FOOTNOTE:
HEADER AND OR MIN. NO. OF POST
30 REQUIRED SPACING MUST EXCEED
20'
3'-4"
6'-10"
38
24
8, 7„
39
27
8..
39
25
13'-4"
39
J
ALLOWABLE SLAB SPACING
OR LESSER MUST BE USED
e
'tAY
(J�?
LCli39 FOOTNOTE:'
h
COL. TYPES
COL. TYPES
D-1 =.024"
D-2 =.032"
SIDEPLATES, USE ON CONC. SLAB ONLY
SIDEPLATES, ON CONC. SLAB OR FOOTINGS
NOTE:
FOOTING SHOWN REPRESENTS LENGTH
OF
o
`
EACH SIDE OF CUBED FOOTING WITHOUT
WHERE SLAB OCCURS, CUBED FOOTING
SLAB.
SIZE
f-
ULI N'l' 379
r
8
FOOTNOTE:
"SAMPLE"
FIGURE
INDICATES EXPOSURE
B —a
FIGURE INDICATES EXPOSURE C
MAY BE REDUCED 6" EACH SIDE FOR
FREESTANDING
ONLY.
Exp.?.
SEE ALTERNATE FOOTING TABLES
ADDITIONAL
FOOTNOTE:
WHERE
ONLY
ONE FIGURE SHOWN INDICATES EXP. B & C.
SHT. 10 FOR ATTACHED & SHT. 24
FOR FREESTANDING
DRAWN BY: K.K.
TOM CAMPBELL & ASSOC LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: SIOSI2009
POST SPACING TABLE
COMMERCIAL AND RESIDENTIAL STRUCTURAL FREESTANDING
10, 20 8 30 sf
P
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA I. -2107 AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 26 OF 30
REVISED BY: K.K. 8 D.P.
.. ,,,,. ..
90. 100 8 110 MPH
Iwai as�.�mi Fox amnc�o=IacrlAnmlum rnro