09-0833 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 09-00000833
Property Address: 81378 JOSHUA TREE CT
APN: 764-280-999-135 -300236-
Application description: PATIO COVER - RESIDENTIAL
Property Zoning: MEDIUM HIGH DENSITY RES
Application valuation: 6211
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Owner: U
CARLSON RESIJDE
81378 JOSHUAFSLA QUINTA, C2
u;
Contractor:
Applicant: Architect or Engineer: LIFETIME PATIOS
�� P.O. BOX 5806
LA QUINTA, CA 92248
(760)772-0013
Lic. No.: 770843
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
License Clap: B License No.: 770843
Date -` [�Contrractor:
!_I—
�BUILDERRATION
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 is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
( 1 I am exempt under Sec. , B.&P.C. for this reason
Date: ir- Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name: _
Lender's Address:
LQPERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 7/30/09
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
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 ENDURANCE REISN Policy Number WEN0015766-01
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
��/aann7dd!TO
agree that, if I should become subject to the workers' compensation provisions of Section
0 of the labor Code, I shall forthwith comply with those Provisions.
Date: nt:
WARNING: FAILUCURE WORKERS' OMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENAL IES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR'CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the -
conditions and restrictions set forth on this application.
1 . Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit. '
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
of thiscount toe er upon the above-mentioned property for inspection purposes.
Date:-ignature-or,-or. Agent)
Application Number . . . . . 09-00000833
Permit . . . PATIO COVER PERMIT
Additional desc .
Permit Fee . . . . 90.00 Plan Check Fee
58.50
Issue Date . . . . Valuation . . .
. 6211
Expiration Date 1/26/10
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
467 SQUARE FEET OPEN.LATTICE WEATHERWOOD
SHADE STRUCTURE PER 2006 IBC;2006 IRC,
2007 CBC & APPROVED PLANS.
----------------------------------------------------------------------------
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
WKWA
W M
MILV>
Bin #
City of La Quints
Building& Safety Division '
P.O. Box 1504, 78-495 Calle Tampico
G Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
DIV/ 4A
Project Address:
Owner's Name-,
A. P. Number:
Address:"�J C, S L3 A
Legal Description:
Contractor:/ I FZ771-AICTelephone:
Fjos
Address:
City, ST, Zip:
LA (aNAP* A A.
Project Description:
City, ST; Zip:
Telephone: %9 - 7 71) -U
State Lic. # :6 -77D 8 z/ 3 City Lic. #: 3 -?6_9
Arch., Engr., Designer:
e�4
C�w C V t.
Address:
City, ST, Zip:
Telephone:
Construction Type: Occupancy:
State Lic.
Project type (circle one): New Add'n Alter Repair Demo
Name of Contact Person: f
& d
Ft.: ?
Sq. VL
# Stories: —T#
—Units:
Telephone # of Contact Person:
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
Submittal
Req'd
Ree'd
TRACKING.
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance -
Energy Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2,d Review, ready for corrections/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:-
3rd Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
TOM CAMPBELL & ASSOCIATES, INC.
Commercial and Residential Structural Engineering
(951) 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; -Q1 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) 741-2107 or at ticampbell(cDcharter.net should you
require additional information.
Sincerely,
CO
Ui No. 3 94,8 rn
CC, Exp. 31
Tom Campbell, PE _ sj. CIVIL �P
FC
Site Information
Owner's Name UA(
Address
City/Town-
State IZZ �3
PATIO COVER SYSTEM AS MFG. BY- DURALUM PRODUCTS, INC.
GENERAL NOTES:
EIDESIGN COMPLIES VNTH THE 2006 INTERNATIONAL_BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL'CODE"2007_CALIFORNIA BUILDING COD
p _ .�r�.,.. _ �_ _
CE/SEWrO&MINIMUM DESIGN LOADS FORBUiCDiNGs AND,OTHER STRUCTURES AND THE,2000'&'2005`ALUMINUM MANUAC-'ADM 1'00'&rt-05;`RESPE
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), PAI -10 COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR
WIDTH (P, FT), SHALL NOT EXCEED ONE (1).
21. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P,
FT), SHALL NOT BE LESS THAN ONE (1).
MATERIAL SPECIFICATIONS:
22. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED
WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS.
23. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
24. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING
PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 150 PSF/FT x 1.23 PER
TABLE 1804.2 SOIL CLASSIFICATION FOOTNOTE d).
25. EMBEDDED•STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR
ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO
ASTM A653, GRADE 40.
26. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS
SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE
REQUIRED TO BE INSTALLED IN ACCORDANCE • WITH THE NATIONAL DESIGN SPECIFICATION.
27. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK BOLT TZ
STAINLESS STEEL ( ICC -ES ESR -1917 FOR CONCRETE OR ICC -ES ESR -1385 FOR MASONRY) OR APPROVED EQUAL.
28. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976
OR APPROVED EQUAL.
30. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH
RESIDENTIAL PATIO COVERS ONLY.
31. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS -A FIRE RATED.
32. SOIL ANCHORS SHALL BE LISTED IN ACCORDANCE WITH ICC -ES AC358 ACCEPTANCE CRITERIA.
NOTES: ALL COMPONENTS ARE INTFR(:HAIVr.FAR1 1= 1 Inu Gcc nrUMMIAnOc Kl"T ,
PAIAY 082'009
DESIGN LOADS:
11. RESIDENTIAL APPLICATIONS - CBC & IBC CHAPTER 16, IBC APPENDIX CHAPTER I
AND IRC APPENDIX H.
ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
(SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
100 MILES PER HOUR, EXPOSURES B AND C.
110 MILES PER HOUR, EXPOSURES B AND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
12. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 & 1605.3.2.
13. COMMERCIAL APPLICATIONS - CBC & IBC CHAPTER 16
ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
ROOF: (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
100 MILES PER HOUR, EXPOSURES B AND C.
110 MILES PER HOUR, EXPOSURES BAND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
l(AIRIA50-7n7i
REVISED BY: K.K & 0 P.
RANCHO CUCAMONGA, CA (951) 741.2107
GENERAL NOTES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
..
A0100RN0 MPH
PAX dl1.4-151A calaclnlr4,mlum mm
SHEET 1 OF 30
RAFTER. SEE TABLE
FOR SIZE
AND SPACING
MAX. PROJ.
SEE SCHEDULE
MAX. O.H.
.. 25% OF SPAN O'
li SEE SCHEDULE &�,�
POST HEIGHT
SEE CH DULE
16
LENGTH OF STRUCTURE VARIES O� '
•1'G
OST WITH SIDE !Z�
-
p PLATES SEE DETAIL LENGTH OF STRUCTURE VARIES
O
SBFT SpgC/
3 1/2' SLAB ATTACHMENT
NOTE: EACH COMPONENT IS INTER- p MAYBE USED WHERE FFT SpgC/
CHANGEABLE WITH ANY OTHER sF TspgO sEE TED
SCHEDLE qe�F N
COMPONTENT UNLESS OTHERWISE SHOWN. 9@�F /NG I
OTE: EACH COMPONENT IS INTER -
FOOTING WHERE REQUIRED, _C GEABLE WITH ANY OTHER
SEE SCHED. FOR FOOTING C TENT UNLESS OTHERWISE SHOWN.
OPEN LATTICE -TYPE PATIO COVER Q _
NOTE: THIS OPEN LATTICE -TYPES
SCALE: NTS MAY NST BE ENCLOSED OR C �
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCT TYPE "F" ATTACHE
L ur) ~ Mn 37 AR MAY 0 6�200�
RAFTER, SEE TABLE MAX PROD. E S G, MAX PROJ.
FOR SIZE SEE SCHE U NOTE: THIS OPEN LATTICE -TY E S CTI.12 1
SEE SCHEDULE
AND SPACING ' MAY NOT BE ENCLOSE RED.
OST HEIGHT
SE
HE
DUL
LENGTH OF STRUCTURE VARIES
Pa-/ST/NGB`/(O/NG
POST WITH SIDE.
QUI PLATES SEE TAIL
3 1/2' SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
J SEE SCHEDULE
FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE
.ATTICE STRUCTURE
OTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT -BE -ENCLOSED OR COVERED
X POST CROSS-SECTI LENGTH OF STRUCTURE VARIES
p0 SEE POST DETAI
SFFTge�eCGVG, Sp�T SEE POST DET RTSS-SPOST C E` TION,
3 1R' SLAB FFT'9B q0/N
NOTE: EACH COMPONENT IS INTER- AR9 MAY BE USED �F V ��TO
2' SLAB
TO IN
CHANGEABLE WITH ANY OTHER SFFT SpgC/ l FOOTING.OEE p CONBE USE N
COMPONTENT UNLESS OTHERWISE SHOWN. �cF Nc SCHEDULE NOTE: EACHCOMPONENT IS INTER- sF4sTsp FOOTING. SEE
OPEN LATTICE -TYPE PATIO COVER CHANGEA6LE'WITH ANY OTHER FTge(G �\ SCHEDULE
FOOTING WHERE REQUIRED COMPONTENT'UNL-ESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED>�
SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE `� SEE SCHED. FOR FOOTING SIZE
TVDG F4?FFCTANnimr. glNrl F SPAN L_ATTICF STRUCTURE CTYPE"_"H" FREESTrA-NDiNG-MULTISPAN,L-_T_TI-CE;,STR-UC-TUR.E---"x
OPEN LATTICE TYPES
TOM CAMPBELL & ASSOCIATES, INC.
eX/STjNG
OPEN LATTICE -TYPE STRUCT RE SEE C SCHEDULE
MNOTE: �Y
e`/(
NOT BE ENCLOSED OR
DATE: 5/05/2009
RAFTER. SEE TABLE
FOR SIZE
OPEN LATTICE
STRUCTURES
AND SPACING
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 3 OF
1
/
li SEE SCHEDULE &�,�
POST HEIGHT
SEE CH DULE
16
LENGTH OF STRUCTURE VARIES O� '
•1'G
OST WITH SIDE !Z�
-
p PLATES SEE DETAIL LENGTH OF STRUCTURE VARIES
O
SBFT SpgC/
3 1/2' SLAB ATTACHMENT
NOTE: EACH COMPONENT IS INTER- p MAYBE USED WHERE FFT SpgC/
CHANGEABLE WITH ANY OTHER sF TspgO sEE TED
SCHEDLE qe�F N
COMPONTENT UNLESS OTHERWISE SHOWN. 9@�F /NG I
OTE: EACH COMPONENT IS INTER -
FOOTING WHERE REQUIRED, _C GEABLE WITH ANY OTHER
SEE SCHED. FOR FOOTING C TENT UNLESS OTHERWISE SHOWN.
OPEN LATTICE -TYPE PATIO COVER Q _
NOTE: THIS OPEN LATTICE -TYPES
SCALE: NTS MAY NST BE ENCLOSED OR C �
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCT TYPE "F" ATTACHE
L ur) ~ Mn 37 AR MAY 0 6�200�
RAFTER, SEE TABLE MAX PROD. E S G, MAX PROJ.
FOR SIZE SEE SCHE U NOTE: THIS OPEN LATTICE -TY E S CTI.12 1
SEE SCHEDULE
AND SPACING ' MAY NOT BE ENCLOSE RED.
OST HEIGHT
SE
HE
DUL
LENGTH OF STRUCTURE VARIES
Pa-/ST/NGB`/(O/NG
POST WITH SIDE.
QUI PLATES SEE TAIL
3 1/2' SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
J SEE SCHEDULE
FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE
.ATTICE STRUCTURE
OTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT -BE -ENCLOSED OR COVERED
X POST CROSS-SECTI LENGTH OF STRUCTURE VARIES
p0 SEE POST DETAI
SFFTge�eCGVG, Sp�T SEE POST DET RTSS-SPOST C E` TION,
3 1R' SLAB FFT'9B q0/N
NOTE: EACH COMPONENT IS INTER- AR9 MAY BE USED �F V ��TO
2' SLAB
TO IN
CHANGEABLE WITH ANY OTHER SFFT SpgC/ l FOOTING.OEE p CONBE USE N
COMPONTENT UNLESS OTHERWISE SHOWN. �cF Nc SCHEDULE NOTE: EACHCOMPONENT IS INTER- sF4sTsp FOOTING. SEE
OPEN LATTICE -TYPE PATIO COVER CHANGEA6LE'WITH ANY OTHER FTge(G �\ SCHEDULE
FOOTING WHERE REQUIRED COMPONTENT'UNL-ESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED>�
SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE `� SEE SCHED. FOR FOOTING SIZE
TVDG F4?FFCTANnimr. glNrl F SPAN L_ATTICF STRUCTURE CTYPE"_"H" FREESTrA-NDiNG-MULTISPAN,L-_T_TI-CE;,STR-UC-TUR.E---"x
30
DRAWN BY: KK
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD= �
PATIO_COVER.SYSTENI AS MFG. BY:
DURALUM PRODUCTS, INC.' -
;
DATE: 5/05/2009
COMMERCIAL ANO RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
STRUCTURES
10,20&30 psf
- HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 3 OF
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
;90.100&110 -MPH
/R1F1 4.59-7D91 FnX d!L'L1F10 ,calaelnlr4valnmmm
REVISED BY, K K & D P
30
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
ATTACHMENT CHANNEL
SEE DETAIL -
SEE DETAIL FOR SPLICE -
SQ. POSTS, SIZE VARIES
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
SEE SCHEDULE
MAX. HT.= 12'
FOOTING WHERE REQUIRED ✓/
SEE SCHEDULE FOR FOOTING CUBE SIZE
IW.311ii
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
SOLID PANEL TYPES
NOTE: EACH COMPONENT IS I.
CHANGEABLE WITH ANY OTH Q`
COMPONTENT UNLESS C OWN.
EIyGTH OF `, Exp
STRUCTURE CIVIL.
( MAy NO
TBE ENOCOSEO) '
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
ATTACHMENT CHANNEL
SEE DETAILS -
MIN. 0.25" SLOPE PER FT.
SEE DETAIL FOR SPLICE -�
\
TOM CAMPBELL & ASSOCIATES, INC.
7C',
SEE SCHEDULE FOR v
SFE C/N
SCHEOUCF:
SQ. POSTS, SIZE VARIES
POS SPACING m
3 1/2" SLAB ATTACHMENT
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
MAY BE USED WHERE
ALTERNATE:
PERMITTED
SINGLE POST
SINGLE
SEE SCHEDULE
SEE SCHEDULE
MAX. HT.= 12'
a
DOTING WHERE REQUIRED
�/
E SCHEDULE FOR FOOTING
CUBE SIZE
0 6 1009
R "It
PfC 11p11 ATTA r'
"-r% AAM TIn1"1A
F ALUMINUM
ROOF PANEL MIN. 0.25" SLOPE PER FT
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
THE PRS ECT/OOT S THAN/ "AR/es
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
( MAy NOT Be ENCLOSE
SEE DETAIL FOR SPLICE SEE DETAIL FOR SPLICE
POST SP OPTIONAL: CANT LEVER BEAM PAST OPT[ NAL: CANTLE
SQ. POSTS, SIZE VARIES SFFSCHFOU 1tVG SEE SCHEDULE
POST I SQ. POSTS, SIZE VARIES 3FFSCHAC//VG SEE SCHEDULE FOR
CFS = EDUCES PST SPACING
3 1/2" SLAB O /C NOT T 3 1/2" SLAB O H' NOT
MAY BE USED ALTERNATE: Z5j OF Sp CEEO MAY BE USED ALTERNATE: ?5 ° OF SP EkCF
TO CONSTRAIN SINGLE POST AN TO CONSTRAIN SINGLE POST FD
FOOTING, SEE SEE SCHEDULE F_ FOOTING, SEE SEE SCHEDULE THIS
SCHEDULE NOTE 0 SPLICE AT THIS SCHEDULE NOTE O SPLICE A
POST D AT END BAYS. POSTi 4D AT END VYS.
FOOTING WHERE REQUIRED -/ FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTING -CUBE SIZE NOTE: EACH COMPONENT IS INTER -
1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER
CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN.
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING VV/CANTILEVER OPTION TYPE °D" FRFFSTANnIN(, MI 11 TISPAN \A//C ANTII F\IFR npTInKI
OPTIONAL: CANTILEVER BEAM
TOM CAMPBELL & ASSOCIATES, INC.
SEE SCHEDULE FOR v
a
POS SPACING m
L
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
O.y.Np =
i
DURALUM PRODUCTS, INC.
?5j'0 T Tp
}
SCALE: NONE
REVISED BY' K K 8 0 P
SPAN
a
HORIZJ WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 2 OF 30
NOTE.
O SPLICE AT THIS
POST AND
AT END BAY
1o1A1 acz-vm1 FCX CM1'L1R1p a 1l Mra,mh rnm
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
( MAy NOT Be ENCLOSE
SEE DETAIL FOR SPLICE SEE DETAIL FOR SPLICE
POST SP OPTIONAL: CANT LEVER BEAM PAST OPT[ NAL: CANTLE
SQ. POSTS, SIZE VARIES SFFSCHFOU 1tVG SEE SCHEDULE
POST I SQ. POSTS, SIZE VARIES 3FFSCHAC//VG SEE SCHEDULE FOR
CFS = EDUCES PST SPACING
3 1/2" SLAB O /C NOT T 3 1/2" SLAB O H' NOT
MAY BE USED ALTERNATE: Z5j OF Sp CEEO MAY BE USED ALTERNATE: ?5 ° OF SP EkCF
TO CONSTRAIN SINGLE POST AN TO CONSTRAIN SINGLE POST FD
FOOTING, SEE SEE SCHEDULE F_ FOOTING, SEE SEE SCHEDULE THIS
SCHEDULE NOTE 0 SPLICE AT THIS SCHEDULE NOTE O SPLICE A
POST D AT END BAYS. POSTi 4D AT END VYS.
FOOTING WHERE REQUIRED -/ FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTING -CUBE SIZE NOTE: EACH COMPONENT IS INTER -
1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER
CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN.
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING VV/CANTILEVER OPTION TYPE °D" FRFFSTANnIN(, MI 11 TISPAN \A//C ANTII F\IFR npTInKI
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID PANEL
�OAD
10, 20 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY' K K 8 0 P
RANCHO CUCAMONGA. CA (951) 741-2107
STRUCTURES
HORIZJ WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 2 OF 30
90. 10019 110 MPH
1o1A1 acz-vm1 FCX CM1'L1R1p a 1l Mra,mh rnm
S FOR OPEN LATTICE COMMERCIAL & PATIOS
I1 2"
[,lAY 0
024"
032"
042"
ALUM. ALLOY 3004-H36
OR EQUAL
I 6.5"
MAX
.024"
No.37948 �/g
^� ALUM. ALLOY 3004-H36
�1 C I` OR EQUAL
m Z5 DBL. 2 x 6 1/2" RAFTER
L.L.= "T' m ou' 90, 100 & 110 MPH
(PSF) (IN.) o EXPOSURE B & C
.024 16 21'-1"
10 24" 17'-2"
16" 28'-6"
.032
24" Y3'-3"
.024 16"115-3"
20 24" 12,-5"
16" 20'-7"
.032
24" 16-10"
16" 13'-9"
.024
30 24" 11'-2"
.03216" 18,-6„
24" 15,-1"
90/100/110 MPH EXPOSURE B & C
-.Ml i2--)66012'�RAFrE
c �.
190`100 & 110°MR)
w c jEXPOSURE,B &'C
L.L.=
(PSF)
"T'
(IN.)
(FT.)
.024
16" 14,-11„
24" 12'-2"
13 14 15
.042'.
16" 20'-1"
3 4 4 5 5
ALUM. ALLOY 3004-H36
.042
16" 24'-10"
24" 20.-3„
4 5 5 6 6
.024
16" lo' -10
24" 8'-10"
20
.032
16" 14'-7"
24„
10 11 11 12 12 13
.042
16" 18'-0"
24" 14'-8"
10 10 11
.024
16" 9'-8"
24" T-11"
30
,032
16" 13'-1"
24" 10'-8"
n u
042
16" 1B'-2„
24" 13'-2"
I 6.5"
MAX
.024"
No.37948 �/g
^� ALUM. ALLOY 3004-H36
�1 C I` OR EQUAL
m Z5 DBL. 2 x 6 1/2" RAFTER
L.L.= "T' m ou' 90, 100 & 110 MPH
(PSF) (IN.) o EXPOSURE B & C
.024 16 21'-1"
10 24" 17'-2"
16" 28'-6"
.032
24" Y3'-3"
.024 16"115-3"
20 24" 12,-5"
16" 20'-7"
.032
24" 16-10"
16" 13'-9"
.024
30 24" 11'-2"
.03216" 18,-6„
24" 15,-1"
90/100/110 MPH EXPOSURE B & C
TRIBUTARY WIDTH
3.0"
8.0"
(FT.)
O.H.
6 7 8 9 10
11 12
13 14 15
.042'.
0
3 4 4 5 5
ALUM. ALLOY 3004-H36
7 7 8
8 9 9 10 10 11
OR EQUAL
4 5 5 6 6
7 7
1
9 10 10 11 11 12
SEE NOTE BELOW
I
8 8
9 9 10
10 11 11 12 12 13
m
3 x 8" RAFTER
9 9
10 10 11
11 12 12 13 13 14
4'
— — — 9 9
10 10
90 & 100 MPH
110 MPH
5,
n u
11 11
12 12 1 13 1
13 1 14 14 15 1 15 16
o
EXP. B& C
EXP. B
EXP.0
16"
28'-5„
28.5„
27'-8"
.042
24"
23'-2"
23,-2"
22'-6"
10
* NOTE: SINGLE RAFTERS SPACED 16" O.C. MAYBE USED AT 32" O.C. WHEN DOUBLED
AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED.
DRAWN BY: K.K.TOM CAMPBELL & ASSOCIATES, INC.
DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107
REVISED BY' K K. & D P.
20 1042 24„ 16-9" 1 16-9" 1 16-9"
.042 16" 1 18'-6" 1 18'-6" 1 18'-6"
30 1 24" 15'-1" 1 15,-1" 1 15'-1"
PROJECTION
SPAN
O.H.
h
TRIBUTARY TRIBUTARY=
WIDTH 1/2 SPAN + O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
LIVE LOAD= r. rliw l.vv�r� o i o I.ov,,—n"—"'
10, 20 & 30 psr DURALUM-PRODUCTS; INC.—
RAFTER SPANS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826
90, 100 & 110 MPH IR1F14RS-7M1 PAY 4mc1S1g :calAeln'l14,nlnm n,m SHEET 7 OF 30
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 9
10 10
11 11 12
12 13 13 14 14 15
5,
— — — — —
11 11
12 12 1 13 1
13 1 14 14 15 1 15 16
DRAWN BY: K.K.TOM CAMPBELL & ASSOCIATES, INC.
DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107
REVISED BY' K K. & D P.
20 1042 24„ 16-9" 1 16-9" 1 16-9"
.042 16" 1 18'-6" 1 18'-6" 1 18'-6"
30 1 24" 15'-1" 1 15,-1" 1 15'-1"
PROJECTION
SPAN
O.H.
h
TRIBUTARY TRIBUTARY=
WIDTH 1/2 SPAN + O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
LIVE LOAD= r. rliw l.vv�r� o i o I.ov,,—n"—"'
10, 20 & 30 psr DURALUM-PRODUCTS; INC.—
RAFTER SPANS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826
90, 100 & 110 MPH IR1F14RS-7M1 PAY 4mc1S1g :calAeln'l14,nlnm n,m SHEET 7 OF 30
PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C
Q@ � t,IAY 0 6 2009
Q• 1. Cq,�A
24„ 1 ,
24" TRI—' V" PAN L No. 37948 ~ m
w Exp.21
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.
C
12"
12" x 3 1/2" W PANEL
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.
L.L.= PSF 90 -MPH 100- MPH 110- MPH
10 #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 6" 8"x2 1/2" FLAT PAN W/(2) -V'S
DRAWN BY: KK TOM CAMPBELL &ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20830 psf DURALUM PRODUCTS, INC.'
SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 PANEL FASTENERS HORIZ. WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95626
REVISED BY' K K 8 D P 80. 100 8 110 MPH (RIai cs9_7mi
c�
r
0
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.
cnx enLlFtp ��owi,a,mi„m mm
SHEET 6 OF 30
COLUMN /POST TYPES--:j&-=S---U
RFACE MOUNT ATTACHMENT DETAILS
/
I 3.00"SQ. !" 'I 3.00" SQ. �J 3.00" SQ. o _ _
--i F-- .024" #10 SMS �I �1 0- I �� G. 3x Q.xt-.188
032" CEA. SI 0 I O H =3"SQ.xt=.250'�I
EA. SIDE
0
6.5" 3 „ O 075"
J=4"SQ.xt=.188'
AEON.I Z.28"
K=5"SQ.xt=.188"
.040" ALUM.
Ogg" .048"STEEL
O O 3.0" 4.0" OR 5.0"
r�
O+�—_ _� , 5/8" PLASTIC PLUG
3" SQ. ALUM. POST 3" SQALUM,POST 3" SQ. ALUM. POST" �!
ALUM. ALLOY 3004-H36 MAG POST ,�SQUARE
1NITH�S OYV300 ATES OD3 SQ. ALUM. POST (-a EELw!POST-I l
ALUM. ALLOY 3004-H36 ALUM=ALLOY=3004=H36" 3" A65 STEEL POST ASTM A36 GRADE 403
t,� 653 D 4 ALUM. ALLOY 6063-T6
ALUM. ALLOY 3.00" OR
2.0"
6063-T5 %�` 2.40"—.� �+
ALUM. ALLOY
6063-T5
"H" BRACKET
3" x 8" ALUM. RAFT. BRACKET 1
3" x 8" ALUM. HEADER
HEADER BRACKET
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
1.375"
"
q 7/16" OHOL275-.--
2 FLANGES
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN I
10, 208!30 ps1
DURALUM:PRODUCTS�.INC
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
POST TYPES
2 1/8" APART
'
8269 ALPINE AVE., SACRAMENTO CA 95826 `
SHEET 9 OF.30
REVISED BY. K K R D P
0
.75"
1.
Z zASTM
GRADE 36 STEEL0
75"
BASE FLARES
157
TO 3"WIDE EA.
1 .60"
TYP_
__ _
SIDE OF FLANGES
1.5
USE FOR 3" 1.75"
INSTALL WASH. PLATE
TYP.
POST ONLY
.090,1
1%" x 5/16" x 5}'Z" WHEN USING
Qi 1-7/16"OJ HOLE
_
IN 110 MPH WIND AREA&
q 2- 5/16"0 HOLES
2-3/8" HOLES
TYP. EA. SIDE
.090" BRACKET FOR 3" POSTS
ALUM "T" BRACKET
STEEL "T" BRACKET
5
T=.060" TYP: —
-3/8" LAG SCREWS OR
MAY 0 6 2009
T—
((3
SCREWS
� \\\hal (2.51/PE E" LAG INTO EA. STUD) I
ALUM. ALLOY
6063-T5
"H" BRACKET
3" x 8" ALUM. RAFT. BRACKET 1
3" x 8" ALUM. HEADER
HEADER BRACKET
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG BY.
DATE: SI05I2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN I
10, 208!30 ps1
DURALUM:PRODUCTS�.INC
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
POST TYPES
HORIZ.AMND =
'
8269 ALPINE AVE., SACRAMENTO CA 95826 `
SHEET 9 OF.30
REVISED BY. K K R D P
90: 100 81110 MPH
IA1R1 dF9_7071 Fox XMINIQ ;calac/lr4 valour rnm
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H36
1.50„
t= 0.04"
ND. o b WALL
Ci � FASTENERS
ROLLFORMED HANGER
R.F. OR EXT. HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET. \r-
ALUM.
c
ALUM. PANEL 2x 0
3x ALUM. RAFTER
FASCIA BOARD'
ALLOWABLE PROJ.
SEE TABLE BELOW
I.D, (2�9D" 111 I o A.
.563'+ 281„
j)'I 6063-T6
060" ' ' Sou, I O
EXTRUDED HANGER�N�G'EERRhCHANNEL
EXIST. EAVES, RAFTER
EXISTING EAV�T-� �-
OVERHANG I I
EXISTING EAVE CONNECTION ( 2
WALL FASTENERS
SEE TABLE
.25"R .0!
#14 SMS @ PANEL
LOCKS OR #8 SMS
AT EA. CONTACT
WIND
AT 2x FASCIA
za
ROOF PANEL
CONTINUOUS A- RAIL
(WHERE OCCURS)
16" O.C. CELL AT FASTENER) OR CONC.
ALUM.ALLOY
LL=10 LL=20
N 6063-T6
#14 SMS @ EA. CONTACT
w
WALL CONNECTION
O
ALUM.ALLOY
6063-T6
I.R. HANGERC
2.740"
T=.060" —
WALL FASTENERS
SEE TABLE
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
WIND
AT 2x FASCIA
AT WOOD STUD AT MASONRY (SOLID -GROUTED
DESIGN
W/ SIMPSON A35
16" O.C. CELL AT FASTENER) OR CONC.
LL=30
LL=10 LL=20
LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30
90
A BorD
BorD E E E J J K
100
BorC BorD
BorD E E E J J K
110
D BorD
BorD E E E J J K
10'-8"
DESCRIPTION OF LAG SCREW (SEE NOTE BELOW)
Of
A=3/8"O x 1 1/2" @ 12" O.C.
'J=3/8" Oxl 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRET
zz
6=3/8"O x 1 1/2" @ 8" O.C.
'K=3/8"0x1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
w<
C=7/16"O x 1 1/2" @ 10" O.C.
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1
Q Na}
D=7/16" O x 1 1/2" @ 12" O.C.
2'4"
LL Y)
E=3/8"O x 4" @ EACH STUD
16'-9"
F=7/16"O x 4" @ EACH STUD
EXIST. RAFTER
DRAWN BY: K.K.
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
LL=10
LL=20
LL=30
2" x 4"V-6"
FULL OR
16" O.C.
10, 20 & 30 psf
16'-8„
13'-10"
9'-3"
2'-0" 11'-8" 8'-8"
5'-10"
2" x 4"V-6"
FULL
24" O.C.
8269 ALPINE AVE., SACRAMENTO, CA 95826
10'-8"
8,-3"
5'-6"
2-0" T-0" 4'-6"
T-0"
2"x6" FULL OR
2"x8" NOTCHED
24" O.C.
7-0"
17'-6"
14'4"
9'-6"
2"x8" FULL
24" O.C.
2'4"
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
APPROVED 3" OR 4"
INSUL. ROOF PANEL
�_1
No.
Exp. S
9AY 0 6 [0109
w
tV
O
0
y O
x
A
IV
0
0
#14 SMS T&B
r AT 12" O.C.
1 1/2" 10# L.L.=(2)#14 SMS EA. SIDE
20#/30#L.L.=(2)#14 SMS EA. SIDE 3/16"
U -BRACKET � 8" 0 STEEL
__ __ 0 1/4"0 HOLES,TYP.
3/4' OR 1 1/2" 0 NOTE: PROVIDE WATER
8' O PROTECTION. METAL FLASHING
I f 2" x 6 1/2" OR 0 0 r CAUCK JOINTS AND SLOPE
I 5" MIN.
3" x 8" ALUM. I TO DRAIN
RAFTER TYPICAL BRACKET AT EVERY 2x
1 1/4" 1
/4_OR 1 1 /2'_
\ EXISTING WOOD STUD FRAMING
2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 psf
2 EACH 7/16"0 x 3.1/2" LAG SCREWS L.L.=20 AND 30 psf
(2" MIN. PENETRATION INTO
EXISTING WOOD STUD)
RAFTER TO
WALL CONNECTION (3
\ FOR SPAN SEE ALLOWABLE
DECKIRAFTER SPAN TABLE
EAVELENGTH \
L \ 2x6 OR 2xs LEDGER
RAFTER «cCCC
-#14x3 1/2" W.S. )-#14x1 3/4"
PATIO COVER
NOTE: PLACE "SIKA FLEX" OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL NOTE: BRACKET
MAY BE MOUNTED
BRACKET CONNECTION BELOW RAFTER W/
4/
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
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED 8Y• K K R 0 P
RANCHO CUCAMONGA, CA (951) 741-2107
AND BRACKET
ATTACHMENTS
HORIZ. VIAND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 8 OF 30
90. 100 & 110 MPH
MAI es7-7mi FAY AMAMc
COLUMN / POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS
ALUM."T"BRACKET USE WITH
POST TYPE B,C,D, OR E.STEEL POST ONLY:
USE POST TYPE (3)-5/8"0 BOLTS
STEEL.-rBRACKETUSE WITH ' I r
'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/ 3` SQ. POST ALUM.'T'BRACKET: I 4 5"
3"SQ. POST (2)-#12 SMS EA. USE (2}3/8"0 HILTI
E OF POST OR KWIIC90LTS OR EQUAL i i (2)-112"0 BOLTS 1 16" INSERT
SIDE
THROUGH STEEL.'T'BRACKET: 112,DEPTH OF I I FOR ALL OTHER
USE (2)•3/8"0 HILTI KWIK FOOTING OR I CONDITIONS 4 5" x TM
POST SEE NOTES BELOW BOLTS OR EQUAL �1 " MIN. EMBD. I I ASTM A3'
r (2)-3/8"0 HILTI "KWIK"' (2` MIN. EMBEDMENT DEPTH ` I STEEL
BOLTS, OR EQUAL, EACH FOR KWIK BOLTS (, T.O.C.
i i is
BRACKET TO SLAB.
MINIMUM DISTANCE TO
EDGE OF SLAB = 2-1/2"
SLAB SHALL BE IN
GOOD CONDITION
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„
42".
64" SQ.'
41„
e 44"
69" SQ.
43"
'-CUBE FOOTING W/ 3 112" SLAB
FOR SIZE -
SEE FOOTII
SCHEDULE
POURED CONCRETE
FOOTING SEE NOTE
3" SQ. POSTS TO CONC. FOOTING
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE
SINGLE POSTS
EMBED.
BOLTS
23" & 24" CUBE
(2)-1/2"0
3 1/4"
25"- 30" CUBE
(4)-1/2"0
3 114"
31" - 34" CUBE
(4)-518"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.
(1;`
X9;
FR
OF
NOTES:
1. DO NOT USE ALUM. "T'
BRACKET WITH 3X8 BM.
W/INSERT, MAG. BEAM, 4" OR
7" I -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE, 2"X
X X 0'-" AT STEEL "T'
BRACKET.
3. POST TYPE F
DO NOT USE STEEL "T'
BRACKET W/7" I -BEAM.
NOTES:- ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
LL
w
rn
F
a.
A572
3116" V
3" SQ. POST (STL.)
OR FLUTED
OR 4" SQ. POST (STL.)
INSERT
PL.5/8"THK. -'
1 vz' 6" 1 112..
WELDED STEEL BASE PLATE
I PLATE SIZE I MAYBE USED WITH POST TYPE, SEE_ SHT. 8 I
9" SQ. x 5/8" I B, C, D, F, G, & H
19AY 0 6 209
ING
BASE E PLATE DANCHOR
;ES::8:/:o
BASE PLATE
ANCHOR BOLTS (SIZE & TYPE)
PATIO COVER SYSTEM AS MFG. BY:
(4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
��{{ `'�l
C'1/�jj�
9'x9"x 5/8"
STEEL PER I.C.C. ESR -1917 OR EQUAL
(43/4- EMBEDMENT DEPTH)
No. 37948
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
COLUMN
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
I
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
10, 20 & 30 PS'
DURALUM PRODUCTS, INC:.
.SCALE: NONE i
REVISED BY' K K & 0 P.
RANCHO CUCAMONGA, CA (951) 741-2107
ANO EMBEDMENT
HORIZ. WIND =
90. 100 & 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 95826
miss 4fi7-?n,;i Fnx dr0Ll.51P
RHFFT 10 OF 30
HEADER BEAM TYPES & ATTACHMENT DETAILS
1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP
3.00" �ySQ.
2.00"SPLICE WHERE
1 79" OCCURS SPLICE WHERE SPLICE WHERE
- � OCCURS OCCURS
4.6" .075"
`o 73" 2.57" a.s" TVP.
14"R
2.19" 2.04" TYP. —J-048'
.065
2.04" rrP.
20$" 065"
TYP
2.93" � 4.0000• 3.0" .28"
2.7" ASTM A653 GRADE 40
.038" R.F. GUTTER ALUM.ALLOY ALUM. ALLOY
FASCIA -ALUM. ALUM.ALLOY 6063-T6 6063-T6
ALLOY 3004-H36
O6063-T6 O O O E
6.5" ROLLOLLFORMED 4.5" GUTTER MAG. GUTTER MAG BEAM 3" SQ. STEEL BEAM
-�{ 3.0"
2„ I �--
r 3„ _i - 6.5„ 3" 6.5" 1L
MAX. 2„
r7 _T "!T_ 1
—� �—
SPLICE .042"
WHERE 4" SPLICEWHERE .024"
OCCURS OCCURS —� f— .032" —� f-- B.O
070"
TYP. 042" 032"
—110"
TYP.
ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004 H36 OR EQUAL ALUM. ALLOY 3004-H36 t
ALUM.ALLOY ALUM.ALLOY OR EQUAL
6063-T6 r 6063-T6 J J O
BEA O 7" I -BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAM 3 x 8 BEAM K
ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS
3., B,. 625„
MAX
. � 3� � 1
II I 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM
.042"
"Y 0 f 719, a
g".042"
T=14 GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL -
7.875 ASTM A653 GRADE 50
I
1` o
VT
L
I s25" w �` No.3 948rr
ALUM ALLOY 3004-H36 1 ALUM. ALLOY H36 n n —.�I I--� ^' -2
OR EQUAL � OR EQUAL 2.875" EX IVI IH
[3 z 8'BEAM W/ STL: +NSERT O 3 x 8 BEAM O P
DBL. 3 x 8 BEAM STEEL INSERT I clW_
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10. 20 & 3D psf
DURALUM PRODUCTS, INC.
SCALE: NONEBEAM
RANCHO CUCAMONGA, CA (951) 741-2107
TYPES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 11 OF 30
REVISED BY: K K 8 D P
90, 100 &.110 MPH
rR1R1 ds�-7m1 FAX dfYL1S1A mleclnlr4valiim mm
BEAM TO POST CONNECTION DETAILS
OPTIONAL DECORATIVE FASCIA
( WOOD, ALUM. OR HARD.ORD )
I • w
3" X 8" x.042" BEAM,
PATIO COVER SYSTEM AS. MFG. BY:
3" SQ. STEEL OR
(2)-#14 S.M.S. EA. SIDE (4) -TOT.
\
TOM CAMPBELL &ASSOCIATES, INC.
BEAM. O POST
MAG BEAM.
„
DURALUM PRODUCTS INC"'
10
DATE: S/05/2009
#14 S.M.S. TOP & BOTT. (2) -TOT.
2414 x 1/2" S.M.S. EACH SIDE OF 3"
8269 ALPINE AVE., SACRAMENTO CA 95826REVISED
#14 x 1/2" S.M.S. TOP
F�
SQ. POST (4•TOTAL)
ALTERNATE: 1/4"0 BOLT W/ WASHER
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
& BOTT. (2) -TOT. 1 1/4"
EA. SIDE OF 3" SQ. POST
,�AeA�es?-7m1, F4x4(L1141a,ll-19Gllrh MIIM mm
SHEET .130F.30.:-'
BY: K.K,&O.P.
-
ROOF PANEL 14" 6 1/2"
5"
•}• 1 10"
ROLLFORMED OR
.75 j O d I
(4) #14 SDS @ EA. SIDE
EXTRU
FASCIA DED GUTTER
ALUM. BRACKET
1.50
L _ —#14
TOP & BOTT. TOT.=16
S.M.S. @12"O.C.
3'SO. POST
2.35'
2'• 1"
6 1/2"x2"x
.024"RAFTER
2414 x 1/2" S.M.S. EACH SIDE OF 3"
SO. POST (4-TOTAL)
1/4"0 BOLT W/ WASHER
FA RIf)F OF 3" SO POST
3.00" 3" SQ. POST
OR .240"
GUTTER FASCIA
MAG BEAM 3" SO. POST
3"SQ. STL. BEAM
X 3" ALUM. OR
STEEL POST
H - BRACKET TO POST
13 ALUM. ALLOY 3003-H24 ALUM? -ALLOY
Eo
1.50" 1.500
28"
.28" � 3.. 2.. � 2., 2..
018,
P1
2"x3" LATTICE TUBE 1`172"
x 2 "SMS, 2 1/2"
OR 3 1/2", TYP.
1 1/2" OR 2" SQ. OR 2"x3" LATTICE
@ 3"O.C. MIN. UP TO 7"O.C. MAX.
RAFTER
IATTfCE;T_UBE TO=R_ AFTER
0
RAFTER "TAIL" TO GUTTER
I = .U4U (0) DUOS- I d
t = .040" 3004-H36 AL
(4) - #14 x 3/4" TEK SCREWS
BRACKET TO RAFTER
�jlIN.
O
QS 6 �'
` O
L (4) - #94,x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK
BRACKET TO BEAM
EG
._.-
I • w
_ _ �...
PATIO COVER SYSTEM AS. MFG. BY:
DRAWN BY: K.K.
TOM CAMPBELL &ASSOCIATES, INC.
BEAM. O POST
=Z-Wt
„
DURALUM PRODUCTS INC"'
'
DATE: S/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
ATTACHMENT'
8269 ALPINE AVE., SACRAMENTO CA 95826REVISED
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
,�AeA�es?-7m1, F4x4(L1141a,ll-19Gllrh MIIM mm
SHEET .130F.30.:-'
BY: K.K,&O.P.
-
SPLICE DETAILS 11 1BEAM TO POST DETAILS 12
SIMPLE SPLICE FULL MOMENT
(2)#10 S.M.S.@ EA.
VALLEY,filTYP.
(8 TOT .S. II #12 S.M.S. II //
TYP. THICKNESS =.' (24 TOT TYP. THICKNEISS = .035" __
II mE _ _
6.38" --
II II
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED ME ---_-
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR'
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS I I NOTCH I -BEAM FLANGE
SPLICES - ROLLFORMED & EXTRUDED FASCIAS ASNEEDEDTOCLEAR
-BEAM ALUM ALLOY 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"O
3' I TOTAL= (8)-1/2.0 BOLTS !vv Y O b 'All L. C BEAM THRU-BOLTS
................. UUJ
SO. POST
1.00"pFESS/pN
° ° ° 44 a 1. CAe_ �� BEAM TO POST CONN.
SPLICEWHERE _ 4n
OCCURS f
—.070,
TYP. ° ° OwG
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 WHI
OCCUF
ALUM.ALLOY
6063-T6
7" I -BEAM
MOMENT C -SPLICE
No. 7948
tP.
C L #12 METAL BACKED,
NEOPRENE WASHERED
O TEK SCREWS @ 8"O.C.
AX. STAGGER IN BEAM
ft'
FLANGE
ROOF PANEL
4"x3" ALUM. "I" SM. OR (4)-1/4"0 M.B. BEAM
7"x4" ALUM. "I" SM. lf TO BRACKET
I I —IV 2- 3/8"0 M.B. THRU STL. "T"
IT �— BRACKET TO POST.
POST. SEE SCHEDULE -- V --
ALTERNATE BEAM TO POST CONN.
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY: K K 8 0 P
RANCHO CUCAMONGA, CA (951) 741-2107
SPUCE DETAILS
HORIZ. WND =
8269 ALPINE AVE., SACRAMENTO. CA 95826
90. 1008110 MPH
/ptR1 4S2-7n7l FAX 4fYL1F10
SHEET 12 OF 30
DOUBLE RAFTER CONNECTION DETAILS
LATTICE BEAM TO POST CONNECTION
f BEAM SPLIEE TO
1 1/2" OR 2"LATTICE #8 S.M.S.
OCCUR DIRECTLY OVER 518 O PLASTIC
I POST. NOT PERMITTED PLUG WHERE
ALTERNATE 1/2" 2E RAFTER-
BOLT CONNECTIO DOUBLE
�"
6 -SCREWS I @ 2 -POST UNITS SCREW IS INSIDE
ALTERNATE:
PER -SIDE I
#14 SMS MAY
4414 S.M.S. EACH
,5" .5'
BE USE AS
- RAFTER TO COL.
-- CONNECT. (a -TOT.)
3.5" 3.5" ALTERNATE TO
1/4"PJ BOLTS
- -
3.5" 3.5"
1..
8" BEAM
1 °-T--------
4.5" O 6"
.5, I .5,
❑1 OR
---- -
1"
6,#14 SMS EA.
3"STL.POST I° I
SIDE 6 1/2" SIDEPLATE EA.N
I I
3"x (24") ALTERNATE:
INSERT ATTACHED OR I (2)-2x6.5" OR
I
#14 SMS.E_A. SIDE I I SIDE SEE POST SCHED.
TOP, MID HEIGHT �
3"x 3"STLPOST COLUMN (2)-3"x8"HEADER
AND BOTTOM��`+ CI
FOR FREESTANDING
3"SQ. POST BETWEEN SIDE PLATES
(2)-112"BOLT
(BEAM=T_O POST CONNECTIQN
2"x 6.5" SIDEPLATE
PO -ST SCHED-I4- E 21
DBL. RAFTER / DBL. HEADER CONN. 19
`�� _
X032" + (2)-2" x 6 1/2"x.024' 3" SQ. x .032" + (2)-2" x 6 1/2" x .032
l] -',-VV/ (6)=#14 S.M.S' EACH`SIDE. ❑2 W/ (6) #14 S.M.S. EACH SIDE.
'E3"'SQ:
-!E.--USEQN CO.NCaSLAB_ONLY —� USE ON CONC. SLAB OR FOOTING
EXIST.
SHEATHING n L��9n
f;'��y 0 U
#8 S.M.S. EACH SIDE
j
LATTICE 1 1/2" OR 2"
+
:,
2"x6" LEDGER (NEW OR EXIST.) �FES
X S.
Lu (2) 3/8" LAG SCREW �,• C4gs���✓
2"x6.5" OR 3"x8" RAFTER
,r
ALTERNATE: 1/2" BOLT
CD r
LU No. 7948
Exp. 3 31 .
ALTERNATE:
civi
2)- #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION (4 -TOTAL)
EXIST. TCO OR EQUAL
ALTERNATE:
2.5" PENE.INTO EACH WOOD STUD
ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER
3"x3"x0.024" (1) - 1/2" BOLT OR
CONNECTOR (2)- #14 S.M.S. EACH RAFTER
EXIST. STUCCO / LEDGER ATTACHMENT DETAIL
STUB COLUMN TO DOUBLE HEADER CONN. 20
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RANCHO CUCAMONGA, CA (951) 741-2107
LATTICE
CONNECTIONS
10, 20830 psf
HORIZ. WIND =
DURALUM PRODUCTS, INC.
8269 ALPINE AVE., SACRAMENTO, CA 95828
REVISED BY: K K. & 0 P
90. 100& 110 MPH
MAI eaznz
7r»i Fay e+uia ..io ftrh� il.m mm
SHEET 14 OF 30
10# L.L. 90 MPH FREESTANDING
& ATTACHED SOLID PATIOS
12' OR LESS EXP. B & C
}
LIVE LOAD =
6.5" ROLLFORM
4" I -BEAM
4.5" / MAG GUTTER
MAG BEAM
POST SPACING TABLE
3" SQ. STEEL
BEAM
=
p
~
MAX.COL.
SPACING ON SLAB
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
FREESTAND
MAX.POST
SPACING FTG MIN.
( IN.) TYPE
ATTACHED
MAX.POST
SPACINGPOST
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
FTG.
(IN.
MIN.
POST
TYPE
FTG
( IN.)
MIN.
POST
TYPE
FTG.
( IN.)
MIN.
POSTPOST
TYPE
FTG
(IN.)
MIN.
TYPE
FTG MIN.
(IN.) TYPE
FTG.
(IN.)
MIN.
TYPE
FTG
(IN.)
MIN.
POST.
TYPE
FTG
(IN.)
MIN.
TYPE
FTG
(IN.)
MIN.
POS
TYP
4'
17'4"
13'-9"
32
F
19
B
17'-6"
32
G
21
B
13'-10" 32 F
19 B
12-7"
32
F
19
B
13'-7"
32
F
21
B
5'
13'-7"
12'-4"
32
F
20
B
16'-3"
32
G
22
B
12'-5" 32 F
20 B
11'-8"
29
F
20
B
12'-2"
32
F
21
B
6'
11'-4"
11'-3"
29
F
21
B
14'-11"
32
G
22
B
11'-4" 29 F
21 B
10'-10"
29
F
21
B
11'-1"
2g
F
22
B
7'
9'-8"
10'-5"
29
G
21
B
13'-10"
32
G
23
B
10'-6" 29 G
21 B
10'-0"
29
G
21
B
10'-3"
29
G
23
B
8'
8'-6"
9'-9"
29
G
22
B
12'-11"
32
G
24
B
9'-10" 29 G
22 B
9'4"
29
G
22
B
9'-7"
29
G
23
B
9'
7'-7"
9'-2"
29
G
22
B
12'-2"
32
G
24
B
9'-3" 29 G
22 B
8'-10"
29
G
22
B
9'-1"
29
G
24
B
10'
6'-9"
8'-9"
29
G
22
B
11'-7"
29
G
24
B
8'-9" 29 G
22 B
8'-5"
29
G
22
B
8'-7"
29
G
24
B
11'
6'-2"
8,4„
29
G
23
B
11'-0"
29
G
25
B
8'-4" 29 G
23 B
8'-0"
29
G
23
B
8'-2"
29
G
25
B
12'
5'-8"
10'-6"
29
G
25
B
7'-8"
29
G
23
B
7'-10"
29
G
25
B
13'
5'-2"
10'-2"
32
H
25
B
T-4"
32
H
23
B
7'-6"
32
H
25
B
14'
4'-10"
9'-9"
32
H
26
B
I
uU
7,-1„
32
H
24
B
7'-3"
32
H
26
B
15'
4'-6„
9'-5"
32
H
26
B
QR
6'-10"
32
H
24
B
7'-0"
32
H
26
B
16'
4'-3"
9'-2"
1 32
H
26
B
�.p' A
6-8"
32
H
24
B
6'-10"
32
H
26
B
17'
4'-0„
8'-10"
32
H
27
B
w
6'-5"
32
H
24
B
6'-7"
32
H
26
B
18'
3'-9"
8'-7"
32
H
27
B
P. S
6'4"
32
H
25
B
6'-5"
32
H
27
B
19'
3,-7„
8'-5"
38
H
27
B
IL
6'-1"
38
H
25
B
6-3"
38
H
27
B
20'3'-4"
8'-2"
38
1 H
27
B
5'-11"
38
H
25
B
6'-1"
38
1 H
27
B
POST F MAX HT.= 8' FREESTANDING ONLY
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: KK
TOM CAMPBELL 8 ASSOCIATES, INC.
SOLID
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
POST SPACING TABLE
10, 20 8 30 P.
DURALUM PRODUCTS, INC.
DATE: 5/05 2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
H.100 WIND =
9 ALPINE AVE., SACRAMENTO, CA 95626
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
90.1008110 MPH
/Qif+l dF7_7f1�t FAX dl1.0.1F1Q catne(rilAi "ahem mm
101
SHEET 15 OF 30
REVISED BY: K.K. 8 D.P.
., ,
10# L. L
4' 17'-0"
5' 13'-7"
6' 11 '-4"
7' 9'-8"
8'
9' 7'-7"
10' 6-9"
6-2"
12' 5'-8"
'-2"113' F-2--
14'
4' 4'-10"
15' 4'-6"
16' 4'-3"
17' 4'-0"
18' T-9"
19' T-7"
20' T-4"
90 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12'- OR LESS EXP. B & C
3" SQ.
STEEL
BEAM
uVE LOAD =
DBL. 3"x8"x.042"BEAM
EXP.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
DBL.2"X6.5"x.032"
OR 3'X8 �
BEAM
BEAM
DURALUM PRODUCTS. INC. •-
3�x8'�BEAMw/INSERT
-
SCALE: NONE
RANCHO CUCAMONGA CA (951) 7 1-2107
FOOTNOTE:
HEADER
REQUIRED
ALLOWABLE
rQtz
p p
T
I
~
FOR
MINIMUM
TYPED
ATTACHED
NO.
PATIOS
OF
FOOTNOTE:
POST
MAPOST
X.POST
SPACING
FREESTAND
90.100 8 1.10 MPH
ATT.
MAX.
SPACING
FREESTAND
ATT.
MAX.POST
SPACING
FREESTAND
ATT.
MAX:POP'ST,�►7REESTAND
:
$`P�CIN.G
-ATT.
POST
TYPE 1
POST
TYPE 2
FTG.
(IN.)
MIN.
TYPE
FTG.
(IN.)
FTG.
(IN.)
MIN.
NpE
FTG.
(IN.)
FTG.
(IN.)
MIN.
NpE
FTG
(IN.)
FTG.
(IN.)
MIN.
NpE
FTG.
(IN.)
EXP. B
EXP. C
EXP. B
,EXP. C
14'4"
32
G
16
19'-2"
38
G
20
16'-4"
32
G
20
29'-11"
38
G
21
6'
2
2
2
2
13'4"
32
G
17
17'-2"
32
G
20
14'-8"
32
G
20
26'-9"
38
G
22
7,
2
2
2
2
12'-6"
32
G
18
15'-8"
32
G
21
13'4"
32
G
21
24'-5"
38
G
23
8-
2
2
2
2
11'-7"
29
G
18
14'-6"
32
G
22
12'-4"
32
G
22
22'-7"
38
G
23
91
2
3
2
2
10'-10"
29
G
19
13'-7"
32
G
22
11'-7"
29
G
22
21'-2"
38
G
24
1D.
2
3
2
2
10'-3"
29
G
19
12'-10"
32
G
22
10'-11"
29
G
22
19'-'1 .I"
38
G
24
1r
3
3
2
2 --
9'-8"
29
G
20
12'-2"
32
G
23
10'4"
29
G
23
18'-11"
38
G
25
12'
3
3
2
2
9'-3"
29
G
20
11'-7"
29
G
23
9'-10"
29
G
23
;
25
1T
3
4
2
2
8'-10"
29
G
20
11'-1"
39
G
24
9'-5"
29
G
24
17'-3"
32
G
-26
14•
3
4
2
2
8'-6"
32
H
21
10'-8"
32
H
24
9'-1"
32
H
24
16'-7"
32
H
26
15:
3
4
2
3
8'-2"
32
H
21
10'-3"
32
H
24
8'-9"
32
H
24
16'-0"
32
H
26
16•
4
4
2
3
7'-11"
32
H
21
9'-11"
32
H
24
8'-5"
32
H
24
15'-5"
32
H
27
17'
4
5
2
3
7'-8"
32
H
22
9'-7"
32
H
25
8'-2"
32
H
25
14'-11"
32
H
27
18'
4
5
2
3
7'-5"
32
H
22
9'-4"
32
H
25
8'-0"
32
H
25
14'-6"
32
H
27
19,
4
5
3
3
7'-3"
32H
22
9'-1"
32
H
25
7'-8"
32
H
25
14'-1"
32
H
27
20'
4
5
3
3
7'-0"
38
H
22
8'-10"
38
H
25
T-6,
38
H
25
13'-9"
38
H
28
'
AND OR
SPACING
SLAB
MIN. NO.
MUST
SPACING
OF POST
EXCEED
6-10"
38
H
22
8'-7„
38
H
2 ' '
�(LOF�S
-
38
H
26
13'-4"
38
H
28
NOTE:
tLLJ ~ NO.
FOOTING SHOWN REPRESENTS LENGTH OF
f LATTICE
uVE LOAD =
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
EXP.
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. •-
C
SEE ALTERNATE FOOTING TABLES
SCALE: NONE
RANCHO CUCAMONGA CA (951) 7 1-2107
QWT 1n FnR ATTAr.HFn R SHT 24 FOR FREESTANDING
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
-
11AY 0 b OR LESSER MUST BE USED
FOOTNOTE:
(SO o COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
C Z COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B
FIGURE INDICATES EXPOSURE C
GURE SHOWN.INDICATE&EXP. B
DRAWN BY: KK
TOM CAMPBELL 8: ASSOCIATES; IN
f LATTICE
uVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: SI05I2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL E GINEERING
POST SPACING TABLE
FREESTANDING
10, 20 8 30 psf
DURALUM PRODUCTS. INC. •-
-
SCALE: NONE
RANCHO CUCAMONGA CA (951) 7 1-2107
AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
-
SHEET 2S OF 30
REVISED BY: KK 8 D.P.
90.100 8 1.10 MPH
tA1. dfl7-7M1 FAx enz-1510 egmerld,�. . mm
-
'30# S.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&(
Q=
I— H
0
m
0 O Z Z
0-5
¢ 'n
a z
O
7" I -BEAM
110 MPH
DBL. 3"x8"x.042"BM
Exp. S1 2113A
DBL.2"x6.5"x.032" BEAM
OR 3"x8"BEAM
WHERE SLAB OCCURS, CUBED FOOTING SIZE
3"x8" BEAMw/INSERZ
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FOR DBL.
2x6.6x.032
MAX.POST
SPACING
FOR 3 x 8
BEAM
FREESTAND
ATTACHED
MAX.POST
SPACING
20' OR LESS
FREESTAND
18" DEEP
ATTACHED
FTG.
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
TYPE
FTGPOST.
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
TYPE
FTG
(IN.)
MIN.
POST.
TYPE
FTGPOST
(IN.)
MIN.
POPE
FTG
(IN.)
MIN.
POP
4'
6'-2"
20'-11"
41
J
24
F
13'-11"
32
J
22
B
9'-10"
9'-10"
32
J
20
B
19'-0"
36
J
2 24
C/
s'
4'-10"
18'-9"
41
J
25
F
12'-5"
32
J
23
B
8'-10"
8'-9"
32
J
20
B
17' -OS 1
36
J
2 25
C/
6•
4'-0"
17'-1"
36
J
26
F
11'-4"
28
J
23
B
8'-1"
8'-0"
32
J
21
B
15'-6"
14'-8"
36
J
26
7•
T-6"
15-10"
36
J
26
F
10'-6"
28
J
24
B
7'-5"
7'-5"
29
J
22
B
14-4
13'-7"
36
J
2 26
C/
81
T-1"
14'-10"
36
J
27
F
9'-10"
28
J
24
B
7'-0"
6-11"
29
J
22
B
13'-5"36
12'-8"
J
27
E/
91
14'-0"
36
27
F
9'-3"
28
J
25
B
6'-7"
6'-7"
32
J
23
B
12'-8"
2'-0"
36
J
�7
E/
10,
13'-3"
36
J
28
F
8'-9"
28
J
25
B
6'-3"
6'-3"
32
J
23
B
12'-0" , „
29
J
228
E/
12'-8"
36
J
28
F
8'-5"
28
J
26
B
5'-11"
5'-11"
32
J
23
B
11-10-10"
29
J
2%8
E/
1z'
12'-1"
36
J
29
F
8'-0..
28
J
26
B
10'-1 ,.
29
J
2 29
E/
K
29
F
7'-9"
32
K
27
B
10'-6;-11 ,
36
K
229
E/
,4
11'-2"
36
K
29
F
7'-5"
32
1 K
127
B
I
I
7.,
36
K
229
E/
FOOTNOTE: "SAMPLE' �+ BOA FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C 1.1AY O V
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
NOTE:
1D Zv f
f
No.
FOOTING SHOWN REPRESENTS LENGTH OF
Y948
110 MPH
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
Exp. S1 2113A
EXB&C
WHERE SLAB OCCURS, CUBED FOOTING SIZE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINE NG
T-4" SQ x
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
4'-0" SQ x
10' OR LESS
SEE ALTERNATE FOOTING TABLES
18" DEEP
18" DEEP
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
4'-0" SQ x
4'-7" SQ x
ALTERNATE FREESTANDING FOOTING
TRIBUTARY
90 MPH
100 MPH
110 MPH
WIDTH
EXB&C
EXB&C
EXB&C
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINE NG
T-4" SQ x
T-6" SQ x
4'-0" SQ x
10' OR LESS
18" DEEP
18" DEEP
18" DEEP
AND ATTACHED
4'-0" SQ x
4'-7" SQ x
5'-0" SQ x
20' OR LESS
18" DEEP
18" DEEP
18" DEEP
DRAWN BY: KK.
TOM CAMPBELL & ASSOCIATES, INC.
SOLID
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5I05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINE NG
POST SPACING TABLE
FREESTANDING
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
11Q1r1d.r7_7n7,
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED BY: K.K. B D.P.
,.., , , .....
90.100 & 110 MPH
Fnx df1:i.1AtQ
SHEFT 24 OF 30