12-0518 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: c1.2=000005T8--,
Property Address: 44860—FRONTERRA DR
APN: 604-272-004-102 -23913 -
Application description: PATIO COVER - RESIDENTIAL
Property Zoning: LOW DENSITY RESIDENTIAL
Application Valuation: 5586
T,it(t
"
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Applicant: Architect or Engineer-
pt
X012
cg QUINT
_... ur.E DEPT•
------------------------------------------
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 Class: C29 D03 LicenseNo.: 928413
�D fa e _q . Z tractor: r! Y/4 N C E
/ OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)•:
(_ 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 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.).
I—) 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:
LQPERMIT
Owner:
NITEO
44860 FRONTERRA DR
LA QUINTA, CA 92253
ntractor:
ER, RYAN GABOR
811 CALLE COLINA
THEDRAL CITY, CA 92234
0)861-8953
�. No.: 928413
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 5/09/12
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 EX •MPT Policy Number EXEMPT
certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should become subject to the workers' compensation provisions of Section
3700 of the abor Codrthwith comply with those provisions.
Date: s. fJC
plicant.
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.'
1. Each person upon whose behalf this application is made, each person at whose request and for
whose 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
ofthiscounty to enter upon the above-mentioned prope spection purposes.
Date: S 1 Si Lure (Applicant or Agent):
Application Number . . . . . 12-00000518
Permit . . . PATIO COVER PERMIT
Additional desc . .
Permit Fee . . . . 81.00 Plan Check
Fee
52.65
Issue Date Valuation
5586
Expiration Date 11/05/12
Qty Unit Charge Per
Extension
BASE FEE
45.00
4.00 9.0000 THOU BLDG 2,001-25,000
36.00
----------------------------------------------------------------------------
Special Notes and Comments
420 S.F. COMBO DURALUM SOLID & LATTICE
SHADE STRUCTURE. 2010 CODES.
----------------------------------------------------------------------------
Other Fees . . . . . ... . . BLDG STDS ADMIN (SB1473)
1.00
STRONG MOTION (SMI)
- RES
.56
Fee summary Charged Paid Credited
---------------------------------------------------------
Due
Permit Fee Total 81.00 .00
.00
81.00
Plan Check Total 52.65 .00
.00
52.65
Other Fee Total 1.56 .00
.00
1.56
Grand Total 135.21 .00
.00
135.21
LQPERMIT
Bin.#
*:
Cl �f La Quinta
Widing sL Safety Division
P.O. Box 1504,76-495 Calle Tampico
4.Quinta, CA 92253 -:(760) 777-7012
Building Permit Application* and Tracking Sheet
Permit #
�-
Project Address: H LI U6p FQ0nir15 K-PA
Owner's Name:. L- N I 7
A. P. Number.
Address: y 6 (o 1D fa—or j
Legal Description:
Contractor. P-1 A ,V LS C 2
City, ST, Zip: L_ _
Telephone: ,��ar• "� : ,�''" , "
Address: 37 V. 7 tr 01 (, ✓ rd (Zip S -(
Project Description: ZO " J-OL 10 L A�
City, ST, Zip: GN D3
7 C 14LVM4-WOOO 5 H &0E
Telephone*
Tele P Z60 $ S 3
a rte...
.,,« ,
City Lie. #:
S 7 t uL z vvt
State Lie. # A.I, sLf (
Arch., Engr., Designer To no P /n
Address:
City., ST, Zip:
Telephone:
State Lie. #:sj. x
..,„.q%sj;��� " ,r
Construction Type;.t-J lU Occupancy:
Project type (circle one): New Add'n Alter Repair Demo .
Name of Contact Person:
Sq. FL:
# Stories:
#Units:
Telephone # of Contact Person:
Estimated Value of Project:
APPLICANT: DO NOT WRITE-BELOW THIS LINE
#
Submittal
Req'd
'Rec'd
TRACKING
PERMIT FEES
Pipe Sets
Plan Cheek submitted
Item Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit.
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Cates.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
r' Review, ready for correctionsfissue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN ROUSE:-
'^' Review; ready for corrections/issue
Developer Impact Fee
Planning Approval.
Called Contact Person
AXP.P.
Pub. Wks. Appr "
Date of penult Issue
School Fees
Total Permit Fees
15 pLVM A, WOUpe 5vtA0E
POOL
LA7T�CE"
16'
5�— �--- Is /0
P
1
NITEO YLESI 0E r1 F-
HLl B(o0 IF2oNTe 2a -n -
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVE®
FOR CONSTRUCTION
DATE! � •Z By
(C
m/ rrL.
N�
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
SHEET INDEX : DESIGN REQUIREMENTS:
SHEET # SHEET TITLE I DESCRIPTION
T-1 ........... TITLE SHEET f DESIGN LOADS
1 ............GENERAL NOTES
2 ............SOLID PANEL STRUCTURES
3 ............OPEN LATTICE STRUCTURES
4 ............PANEL SPANS TRI -V & W -PANEL
5 ............PANEL SPANS FLAT PAN
6 ............PANEL FASTENERS / FAN BEAM
7 ............RAFTER SPANS
8 ............COLUMN / POST TYPES
9 ............HANGER CHANNEL AND BRACKET ATTACHMENTS
10 ............COLUMN SURFACE MOUNT AND EMBEDMENT
11 ............BEAM TYPES
12 ............BEAM SPLICE DETAILS
13 ............BEAM TO POST ATTACHMENT
14 ............LATTICE CONNECTIONS
15 ............MINIMUM REQUIRED COLUMNS
16 &17 ...... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# LL. 90 MPH
18 & 19 ....SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 100 L.L. 100 MPH
20 & 21 ..... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 110 MPH
22 & 23 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# LL 110 MPH
24 & 25 ..... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 30# L.L. 110 MPH
26 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 80 MPH
27 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 109 L.L. 100 MPH
28 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 110 MPH
29 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 110 MPH
30 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 30# L.L. 110 MPH
31 ............SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 90-110 MPH
32 ............SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 90-110 MPH
33 ............INSULATED ROOF PANEL CONNECTIONS
"CALCULATIONS PREPARED BY A REGISTERED DESIGN
PROFESSIONAL SHALL BE SUBMITTED TO THE BUILDING
OFFICIAL DEMONSTRATING THAT THE DESIGN SNOW LOADS
DO NOT EXCEED THE ALLOWABLE ROOF SNOW LOADS
SPECIFIED ON THE PLANS; AND THAT CALCULATIONS SHALL
ADDRESS THE SNOW LOAD PROVISIONS OF IBC/CBC SECTION
1608, INCLUDING, BUT NOT LIMITED TO, RAIN -ON -SNOW
SURCHARGE LOAD, UNBALANCED SNOW AND SNOW DRIFT."
RESIDENTIAL APPLICATIONS • CBC AND IBC CHAPTER 16, CBC & IBC APPENDIX CHAPTER 1,
CRC AND IRC APPENDIX CHAPTER H.
ROOF LIVE AND SNOW LOADS: 10, 20 AND 30 POUNDS PER SQUARE FOOT.
COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16.
ROOF LIVE AND SNOW LOADS:
ADDITIONAL DESIGN REQUIREMENTS -
1. TABULATED SPANS FOR SNOW LOADS ARE BASED ON Pf AT THE ROOF EQUAL TO 20 OR 30 psf.
2. BASIC WIND SPEEDS: 90, 100, 110 MPH, EXPOSURES B AND C.
3. WIND OCCUPANCY CLASSIFICATION AND IMPORTANCE FACTOR: 11, 1.0.
4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER.
5. SEISMIC DESIGN PARAMETERS:
IMPORTANCE FACTOR: 1.0
SITE CLASS: 0
SEISMIC DESIGN CATEGORY: D
MAPPED SPECTRAL RESPONSE COEFFICIENTS: SB= 1.25, S, 6.5, Soy = 0.84, So, = 0.50
RESPONSE MODIFICATION FACTOR, R:1.5
S. EQUIVALENT LATERAL FORCE PROCEDURE.
7. DESIGN ASSUMPTIONS:
A. MAXIMUM BUILDING HEIGHT (AVERAGE): IV
B. MINIMUM COVER SIZE: & BY 8'
C. LEAST BUILDING WIDTH: 30'
8. ROOF BEAMS CONTINUOUS OVER ONE INTERIOR SUPPORT COLUMN ONLY SHALL BE SPLICED
AT THIS COLUMN. BEAMS CONTINOUS OVER 2 OR MORE COLUMNS DO NOT REQUIRE
SPLICING.
A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION:
EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVIP
INCLUDE ONLY THE PERTINENT SITE-SPECIFIC STRUCTURAL
WITHIN THIS IAMPO-LISTED EVALUATION REPORT, AT A MINIMUM, SUBMISSION FOR A
BUILDING PERMIT MUST INCLUDE THE FOLLOWING INFORMATION FROM THIS
EVALUATION REPORT:
A. TITLE SHEET AND GENERAL NOTES.
B. STRUCTURAL CONFIGURATION (i.e.. SOLID OR LATTICE ROOF, FREESTANDING OR
ATTACHED).
C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL
SPAN TABLES.
D. TYPE OF HEADER, POST TYPE & QUANTITY, FOOTING SIZE (WHERE REQUIRED)
BASED ON THE SITE-SPECIFIC DESIGN LOADS.
E. APPROPRIATE STRUCTURAL DETAILS.
F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY
HAVING JURISDICTION.
DI3AwN BY: E.N.
TOM CAMPBELL &ASSOCIATES, INC.
LNE LOAD
PATIO COVER SYSTEM AS MFG.7.12...
IAPMO ERN 0195
DATE: 4!2612011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
TITLE SHEET
10, 20 d 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY:
RANCHO CUCAMONOA CA (931) 741-2107
DESIGN LOADS
HORR. WIND H
0,1008110MPH
5269 ALPINE AVE., SACRAMENTO, CA
(918)452-70T1 FAX 403.1519 eelesQd
SHEET T-1
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:
GOVERNING CODES:
1. THE DESIGN COMPLIES WITH THE 2009 INTERNATIONAL BUILDING CODE, 2009 INTERNATIONAL RESIDENTIAL CODE, 2010 CALIFORNIA BUILDING & RESIDENTIAL CODES, ASCE/SEI 7 -05 -MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2005 ALUMINUM MANUAL -ADM 1-05.
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.
S. ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL, EXCEPT WHERE NOTED IN THIS REPORT.
7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
6. AN ATTACHED PATIO COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3112 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH OF
ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS.
9. 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.
10. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 & 1605.3.2.
DESIGN CONSIDERATIONS:
11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 114 INCH PER FOOT.
12. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET.
13. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET.
14. COVERS ARE DESIGNATED "RIDGED BUILDINGS' AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13.
15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI T. SECTION 6.5.7.1.
16. 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,
EXCEPT WHERE NOTED IN THIS REPORT,
17. THE RATIO (HIP), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1).
18. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1).
MATERIAL SPECIFICATIONS -
19. BEAMS SHALL BE SPLICED OVER THE CENTER SUPPORT ONLY OF A THREE POST CONDITION.
20. 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.
21. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
22. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH.
(EQUALS 100 PSFIFT x 2 PER TABLE 1608.2 AND SECTION 1806.3.4.
23. EMBEDDED STEEL MEMBERS 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.
24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A -30T. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO
BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
25. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE POWERS WEDGE -BOLT+ STAINLESS STEEL ( ICC -ES ESR -2526 FOR CONCRETE AND FOR MASONRY).
26. ALL SCREWS ARE SELF DRILLING (SOS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976 OR APPROVED EQUAL.
27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH RESIDENTIAL PATIO COVERS ONLY.
28. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2, EXCEPTION 2.
29. SIMPSON SDS25412 AND SOS25600 SCREWS SHALL BE IN ACCORDANCE WITH ICC -ES EVALUATION REPORT ESR -2238.
TABLE 1 - REDUCTION FACTOR APPLICABLE
TO MULTIPLE SPAN CONDITIONS
FOR ROOF PANELS
ROOF LIVE
LOAD, PSF
WIND SPEED AND EXPOSURE
90 MPH 100 MPH 110 MPH
EXP. B
EXP. C EXP. B EXP. C EXP. B
EXP. C
10
1.00
0.90
1.00
0.80
0.90
0.75
20
1.00
1.00
1.00
1.00
1.00
0.90
30
1.00
1.00
1.00
1.00
1.00
1.00
NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHFFEWISF NnTFn
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD
PATO OVER SYSTEM AS MFG. BY:
IAPMO ERN 0185
DATE: 4288011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
GENERAL NOTES
10.20 & 30 pat
DURALUM PRODUCTS, INC.
SCALE: NONE
HORIZ. WIND
8288 ALPINE AVE., SACRAMENTO. CA 88828
REVISED BY:
RANCHO CUCAMONOA CA (951)741-2107
90,100&II0MPH
(818)452-7021 FAX4034819 salaaQdmalum.com
SHEET 1 OF 33
ATTACHMENT CHANNEL
ALUMINUM SEE DETAIL
ROOF PANEL
SEE SCHEDULE
FOR SPANS —�
"O.H ' NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE —�
P
S!
* SO. POSTS, SIZE VARIES
* SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2" X 6 1/2' SIDE PLATES.
SOLID PANEL TYPES
LENGTH ATTACHMENT CHANNEL
ANDShgLOPSrR(/CT ALUMINUM SEE DETAILSc IVO —
ThF ROOF PANEL
PRO ECT ESS T ES SEE SCHEDULE MIN. 0.25' SLOPE PER FT
FOR
0.
I OF SPAN T TO EXCEED72/6
(r SEE DETAIL FOR SPLICE —�
OPTIONAL: CANTILEVER BEAM P
SEE SCHEDULE FOR
POST SPACING It SO. POSTS, SIZE VARIES
3 1/2" SLAB
ATTACHMENT
ALTERNATE:
SINGLE POST
�\_�
MAY BE USED
SEE SCHEDULE
PATIO COVER SYSTEM AS MFG. BY:
WHERE PERMITTED.
1/2' SLAB
SEE SCHEDULE
SODD PANEL
10, 20 a 30 pal
MAX. HT.- 12'
SINGLE POST
NOTE: NO SPLICE AT THIS _::::�
SCALE: NONE
POST AND A END BAYS.
FOOTING WHERE REQUIRED
SEE SCHEDULE
SEE SCHEDULE
FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER-
RANCHO CUCAMONGA CA (951) 741-2107
CHANGEABLE WITH ANY OTHER
90, 100 6 110 MPHSHEET
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER ORTION
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
SO. POSTS, SIZE VARIES
ALTERNATE: -
3 1/2" SLAB SINGLE POST
MAY BE USED SEE SCHEDULE
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
1/2 x 9' STEEL ROD
TYPE "C" FREE
SEE SCHEDULE FOR
POST SPACIN
OH.
?59; pp SP
Ary
NOTE O SPLICE AT THIS
POST D AT END BAYS.
TkE pR0 BE F
OPTIONAL: CANTILEVER
SEE SCHEDULE FOR
POST SPACING
MIN. 0.25' SLOPE PER FT
"O.H' NOT TO EXCEED 25%
OF SPAN
BEAM I I SEE DETAIL FOR SPLICE
SO. POSTS, SIZE VARIES
ALTERNATE:
31/2' SLAB SINGLE POST
MAY BE USED SEE SCHEDULE
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
SEE SCHEDULE FOR
PST SPACING
O•M.
?590 OF SPE
NOTE 40SPLICE AT THIS
POST D AT END BOYS,
NOTE: EACH COMPONENT IS INTER -
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.
:ANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
DRAWN BY: E.N.LIVE
759', OFA
P�
3
PATIO COVER SYSTEM AS MFG. BY:
S�
1/2' SLAB
ALTERNATE:
SODD PANEL
10, 20 a 30 pal
ATTACHMENT
SINGLE POST
INOITE.O
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
MAY BE USED
SEE SCHEDULE
6269 ALPINE AVE., SACRAMENTO, CA 95826
WHERE PERMITTED.
RANCHO CUCAMONGA CA (951) 741-2107
90, 100 6 110 MPHSHEET
SEE SCHEDULE
2 OF 33
SPLICE AT THIS
MAX. HT.=12'
POST AND AT END BAY
FOOTING WHERE REQUIRED
SEE SCHEDULE
R FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
"ATTACHED MULTISPAN W/CANTILEVER OPTION
MIN. 0.25' SLOPE PER FT
"O.H' NOT TO EXCEED 25%
OF SPAN
BEAM I I SEE DETAIL FOR SPLICE
SO. POSTS, SIZE VARIES
ALTERNATE:
31/2' SLAB SINGLE POST
MAY BE USED SEE SCHEDULE
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
SEE SCHEDULE FOR
PST SPACING
O•M.
?590 OF SPE
NOTE 40SPLICE AT THIS
POST D AT END BOYS,
NOTE: EACH COMPONENT IS INTER -
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.
:ANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
DRAWN BY: E.N.LIVE
TOM CAMPBELL ASSOCIATES, INC.
LOAD •
PATIO COVER SYSTEM AS MFG. BY:
DATE: 4282011
SODD PANEL
10, 20 a 30 pal
DURALUM PRODUCTS, INC.
IAPMO ERk 0195
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
STRUCTURES
HORIZ. WIND a
6269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED BY:
RANCHO CUCAMONGA CA (951) 741-2107
90, 100 6 110 MPHSHEET
(818) 452-7021 FAX 403-1519 aelesn0uralum.com
2 OF 33
* SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2"X 6 1/2' SIDE PLATES.
RAFTER. BEET ABLE
FOR SIZE OPEN LATTICE TYPES
AND SPACING
41-11., NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEE SCHEDULE /
SEE PROJPROJ. S(/2o'•. MAY NOT BE COVERED.
MAX. O.N. O 'T• RAFTER SEE TABLE
25% OF SPAN /jJ FOR SIZE
AND SPACING
LENGTH OF STRUCTURE VARIES
SEE DETAIL
PLATES
1141 AACHMENT
NOTE: EACH COMPONENT IS INTER- MA E lir SUSED�
BWHERE
CHANGEABLE WITH ANY OTHER sFF r PERMITTED.
COMPONTENT UNLESS OTHERWISE SHOWN. rys� r SEE SCHEDULE
FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE
OPEN LATTICE -TYPE PATIO COVER NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
SCALE: NTS MAYAOjBE COVERED. 4
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE.-!- A
RAFTER SEE TABLE MAX. PRQL
FOR SIZE SEE SCHE U
AND SPACING
MAX. O.H. O.H
25% OF SPAN
LENGTH OF STRUCTURE VARIES
THIS OPEN LATTICE -TYPE
MAY"O O BE COVERED.
MAX.
5% OF
LENGTH OF STRUCTURE VARIES
F+/sr
\�\\rNG SOrfOu'G \\
POST WITH SIDE PLATES tk
SEE DETAIL
EACH COMPONENT IS INTER- 3 1R' SLAB ATTACHMENT
MAY BE USED WHERE
LE WITH ANY OTHER sFFT a PERMITTED.
UNLESS OTHERWISE SHOWN. SEE SCHEDULE
t FOOTING WHERE REQUIRED,
SSCHEOR
FOOTING CUBE SIZE
PE "F" ATTACHED MULTISPAN LATTICE STRUCTURE
B `~
r NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
y� MAY NOT BE COVERED.
Z3 SEM SCHEDULE
LENGTH OF STRUCTURE VARIES
II,U
3 112' SLAB
I r
LIVE LOAD
SEE POST OETAIL.
NOTE: EACH COMPONENT IS INTER-
II MAYBE USED
70 CONSTRAIN
S,
FF p
t4s qC/N
<F O
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
CHANGEABLE WITH ANY OTHER st p
EE
USED
/
COMPONTENT UNLESS OTHERWISE SHOWN. �(F
SCHEDULE
NOTE: EACH COMPONENT IS INTER -TO
MAY E
CONSTRAIN
3 r p
CHANGEABLE WITH ANY OTHER �`t
�ZF /
FOOTING, SEE
SCHEDULE
OPEN LATTICE -TYPE PATIO COVER
FOOTING WHERE aeoulREo
COMPONTENT UNLESS OTHERWISE SHOWN.
SHEET 3 OF 33
SCALE: NTS
SEE SCHED. FOR FOOTING CUBE SIZE
FOOTING WHERE REQUIRED
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING SINGLE SPAN
LATTICE STRUCTURE
J TYPE "H" FREESTANDING MULTISPAN LATTICE
STRUCTURE
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN 0195
DATE: 41262011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
10.20830 paf
DURALUM PRODUCTS, INC.
SCALE: NONE
STRUCTURES
HORIZ. WIND
8289 ALPINE AVE., SACRAMENTO, CA 95828
REVISED BY:
RANCHO CUCAMONGA, CA (851 ) 741-2107
90,100 8110 MPH
(918)452-7021 FAX 403.1518 ealeaQdurelumcom
SHEET 3 OF 33
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS - . 90/100/110 MPH EXPOSURE B & C
•25" 67" T=SEE TABLE BELOW 435j 40" 17�"
0 40"
2.46" 170" .4Q"
_40" 25"
��
1.48 4.50" --t— 4.50" 4.51 0" JV -a n.40" '.35"
ALUM. ALLOY 3004-1-136 OR EQUAL
24" TRI -"V" PAN (SEE NOTE 1 BELOW)
L.L.=
(PSF)
PANEL"T"
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
10
I
.018
11'-9"
101-8"
11'-9"
9'-7"
10'-8"
8'-8"
10
.024
1 Y-9"
12'-7"
13'-9"
11'-3"
12'-6"
10'-3"
18'-B"
032
15'-1"
14'-6"
15'-1"
13'-0"
14'-5"
111'-��9"
20'-11"
018
9' 8"
9'-8"
9'-8"
9'-7"
9'-8"
8`-8
20
.024
11'-6"
111-6"
1V-6"
11'-3"
11'-6"EO'-3'
I�
12'-10"
.032
13'-4"
13'-4"
13'-4"
13'-0"
13'-4"
15'-5"
15'-5"
.018
8'-5"
8'-5"
8'-5"
B'-5"
8'-5"
81S
30
.024
10'-0'
10'-0'
10'-0'
10'-0'
10'-0'
10'-0'
10'-4"
.032
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1, SHEET 1.
V off- �
No.3'7'94E
ALUM. #%LLUi JVu M-30 WM CUUML
12" x 3 1/2"W PANEL (SEE NOTE 1 BELOW)
L.L.=
(PSF)
PANEL"T"
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
10
I
.020
14'-3"
14'-3"
14'-3"
14'-2"
14'-3"
12'-10"
.024
15'-7"
1 S-7"
15'-7"
15'-7"
15'-7"
14'-1"
.032
18'-B"
18'-8"
18'-8"
18'-8"
181-8"
17'-3"
.040
20'-11'
20'-11"
20'-11"
20'-11"
20'-11"
19'-9"
20
.020
11'-10"
11'-10"
11'-10"
11'-10"
11'-10"
11--lo-
.024
12'-10"
12'-10"
12'-10"
12'-10"
12'-10"
12'-10"
.032
15'-5"
15'-5"
15'-5"
15'-5"
15'-5"
15'-5"
.040
17'-3"
17'-3"
17'-3"
17'-3"
17'-3"
17'-3"
30
.020
10'-4"
10'-4"
10'-4"
10'-4"
10'-4"
10'-4"
.024
11'-2"
11'-2"
11'-2"
11'-2"
11'-2"
11'-2"
.032
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
.040
15'-1"
15'-1"
15'-1"
15'-1"
15'-1"
15'-1"
DRAWN BY: E.N.TOM
CAMPBELL 8 ASSOCIATES, INC.
UVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
DATE: 42612011
10, 20. 30 paf
DURAL PRODUCTS, INC.
IAPMO ERN 0195
SCALE: NONE
COMMERCVLL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL SPANS
HORIZ. WIND
IN
8289 ALPINE AVE.. SACRAMENTO, CA 95826
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741-2107
70, 90 8 110 MPH1(916)452-7021SHEET
FAX 40}1519 salea@tluralunteom
4 OF 33
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C
77' 09R. (LSJ AT'
N 25"
ALL UNMARKED RADII .06R,
45 2.5` N
TYP 38"
75' 5"
525"/725"
ALUM, ALLOY 3004-H36 OR EQUAL
8" x 2 Y2" FLAT PAN (SEE NOTE 1 BELOW)
L L = PANEL -r 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN
(PSF)
(IN.)
TOM CAMPBELL 8 ASSOCIATES, INC.
L.L.=
EXP.B
EXP.0F127-14'
SPAN
100 MPH
SPAN
110 MPH
SPAN
12,_1"
12'_1"
EXP.B
EXP.0
.020
RANCHO CUCAMONGA. CA (951),741-2107
EXP.0
8289 ALPINE AVE., SACRAMENTO, CA 95828
(919) 452-7021 FAX 403.1518 eeles@dumlumcom
SHEET 5 OF 33
12'-5"
12'-5"
12'-5-
"
W,"'-'V13
12'-1"
11'-1"13,_1"
.018
13'-1"
.024
12'-5'
12'-5°
12'-5"11'
8"
10'-7"13'-4"
"
13'-1"
12'-4'
13'-4"
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
032
13' 4'
13' 4'12'_7"
15'-3`
15'-3"
15'-3"
14'-5'
14'-5`
14 _9"
17•_3•
17'-3"
17'-3"
17'_13
17,_3"
.024
040
'9'
17'_3"
17'_3"
17'-3"
16'_5"
16'-5"
10'-0"
10'-0"
10'-0"
10'-0°
10'-0"
17'-4"17'-4'
020
10.0•
101_0,
10'-0'
9'-5'
9'-5-
101-10"
10'-10"
10'-10"
10'-10°
10'•10"
19'•7°
.024
19'_7"
19•_7"
040
20
10-10'
10'-10"
10'-10"
10'-5"
12'-7"
12'_7"
12'-7"
12•_7"
12'_7•
.032
10'-3'
10'-3"
10'-3°
10'-3"
.018
12'-7"
12'-7"
12'-7"
12'-2"
12'-2"
040
14'-3"
14'-3°
14'-3"
14'-3"
14'-3"
9'-11"
9'11"
9'-7°020
14'-3"
14'-3"
14'-3`
13'-9"
13'-9'
.020
7 -8"
7 -8
7 -8-
7'-8-
7-8"
7'-8"
7'-8"
7'-8`
7'-5"
T-5'
'-0°
9'-5"
91_5"
9'-5"
9'-5°
9'-5-
12 '-7"
.024
12'-7°
12'-7"
12'-7"
12'-7"
30
91.5.
9-5"
9-5"
9.3.
,""9-3*
S�
10'-11"
10'-11"
10'-11"
10'-11°
10'-11"
12•_2"
11,_9"
.032
14'-3'
14'-3°
14'-3°
14'•3"
14'-3"
14'-3"
10'-11'
10'-11"
10'-11°
10'-9"
10'-9°
12'-5"
14'-3"
14'-3'
14'-3°
.040
13'-10"
13'-3"
�12'-312'3'
16'-2"
16'-2"
12.5•
12'_5,
12,_5•
040
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY
TABULAR SPAN BY
THE APPROPRIATE FACTOR SHOWN
IN TABLE 1, SHEET
1.
16'-2°
16'-2"
16'-2"
12'
15'-3°
13'-9" �QRti�ES+/
17'-3" f4 St. C e) �
' r
10'-0" !� No 37948
710'
z10'-0°
12'
14'
13'-3'
7/ 7'-0"
9'/9'-0'
10'
1
11'-11
FIGURE INDICATESFIGURE INDICATES ENCLOSED
NOT ENCLOSED rrr ""��i IN ACCORDANCE WITH CBC 8 IBC APPENDIX I
6" x 2 Y2" FLAT PAN (SEE NOTE 1 BELOW)
TOM CAMPBELL 8 ASSOCIATES, INC.
L.L.=
PANEL`r
90 MPH
SPAN
100 MPH
SPAN
110 MPH
SPAN
(PSF)
(IN.)
EXP.B
EXP.0
EXP.B
RANCHO CUCAMONGA. CA (951),741-2107
EXP.0
8289 ALPINE AVE., SACRAMENTO, CA 95828
(919) 452-7021 FAX 403.1518 eeles@dumlumcom
SHEET 5 OF 33
12'-5"
12'-5"
12'-5-
12'-5'
12'-3°
.018
12'-5'
12'-5°
12'-5"11'
8"
10'-7"13'-4"
13'-4"
13'-4"
13'-4"
13'-2".02013'-4"
13' 4'
13' 4'12'_7"
MEEXP.13
11'-5°14'_9,
14 _9"
14'_9•
14'_9•
14 _9"10
.024
'9'
14'-9"
14'-9"14'-0"
13'-1"03217'-4"
17'-0"
17'-4"
17'-4"
17'-4"17'-4'
17'°17'-4`
16'_5•
15'-8"
19'•7°
19•_7"
19'_7"
19•_7"
040
'-7"
19'-T
18'-7"
18'-7"
17'-9"
10'-3'
10'-3"
10'-3°
10'-3"
.018
C9,71
'-3"
10'-3'
9'-11"
9'11"
9'-7°020
'-0"11'-0"
11'-0-
11'-0"
'-0°
11'-0'
10'-8"
10' 8"
10'-3°
12 '-7"
12'-7'
12'-7°
12'-7"
12'-7"
12'-7"
.024
S�
12 _7•
12'_7"
12'_7"
12'_2"
12•_2"
11,_9"
14'-3'
14'-3°
14'-3°
14'•3"
14'-3"
14'-3"
.032
14'-3"
14'-3'
14'-3°
13'-10'
13'-10"
13'-3"
16 -2'
16'-2"
16'-2"
161-2"
16'-2"
16'-2"
040
16'-2°
16'-2"
16'-2"
15'-8"
15'-8"
15'-1 `
8'-11"
8'-11"
8'-11'
8'-11'
8'-11'
8'-11"
.018
1"
8'-11'
8'-8"
8'-8"
8'-6°
9'-7"
9'-7"
9'7'
9'-7"
9'-r
9'a`
020
9'-7"
9'-7-
9'-7'
191 4'
9'-4"
9'-1"
10'- 7°
10'-7',,-
10 -7"
10'-7°
10'-7"
10'-7'
30
.024
10'-7"
10'-7"
10'-7'
10'4"
10'4"
10'-01
12'-5"
12'-5`
12'_5"
12,_5"
12,_5•
.032
12'-5'
12'-5"
12'-5'
12'-1'
12'-1"
11'-9"
14'-1"
14'-1"
1:4
14'-1'
.040
13'-8°
13'-4"
FIGURE INDICATESFIGURE INDICATES ENCLOSED
NOT ENCLOSED rrr ""��i IN ACCORDANCE WITH CBC 8 IBC APPENDIX I
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN 0195
SCALE: NONE
DCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL SPANS
'0 20 a 30 Ps1
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONGA. CA (951),741-2107
HL!VE WINO "
90, 100 a 110 MPH
8289 ALPINE AVE., SACRAMENTO, CA 95828
(919) 452-7021 FAX 403.1518 eeles@dumlumcom
SHEET 5 OF 33
PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C
F
#14 X 3/4" S.M.S. AT EACH VALLEY TO BEAM
24-
24" TRI -"V" PAN
#10 OR #14 X 3/4 S.M.S.
AT EACH VALLEY TO BEAM
* SEE NOTE BELOW
12"
12" x 3 1/2" W PANEL
#10 OR #14 X %" S.M.S.
IF AT EACH VALLEY TO BEAM
* SEE NOTE BELOW
16.00" 18.00" ---I
6" / S"x 21/2" FLAT PAN W/(2)—VS
NOTE: FASTENERS INDICATED ARE TO BE USED
AT EACH SUPPORT BEAM AND HEADER«
* USE #10 FOR 90 & 100 MPH WIND SPEEZ
USE #14 FOR 110 MPH WIND SPEED
FAN BEAM (19'-0" MAX SPAN)
HEADER
CEILING FAN AND/ T=.075" TYP. 2 1/2"
EXIST. WALL OR LIGHT FIXTURE
(MAX, 30 lbs. )
\ FAN BEAM ALUM. ALLOY 6063-T6
EXIST. WALL—,,,,ATTACHMENT AT HANGER CHANNEL
FAN BEAM
SEE TABLE HANGER
SHT,9 CHANNEL
FAN BEAM 2 1/2"
#12 S.M.S. SCREW #12 S.M.S. SCREW AT HANGER CHANNEL
ATTACHMENT AT HEADER
FAN BEAM #14 x 3 1/2" S.M.S. SCREW
• AT BEAM
FAN BEAM
¢FESS/
Y9 n 21/2"
(ic1.3:5t�a
T, 0.042"x3"x8" HEADER #14 x 3 1 SCREW
AT BEAM
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LNE LOAD
PATIO COVER SYSTEM AS MFG. BY:
DATE: 4/262011
PANEL FASTENERS
10 ,20870 psf
DURALUM PRODUCTS, INC.
IAPMO ERp 0195
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
/ FAN BEAM
HORIZ. WIND
6269 ALPINE AVE., SACRAMENTO, CA 95026
1(916)452-7021
REVISED BY:
RANCHO CUCAMONGA CA (951) 741.2107
90. 100 8 110 MPH
FAX 40}1519 sales®tluralum.com
SHEET 6 OF 33
RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH
6.5"
2" r �FES� 3" —6.5"
e S� yE _• r`MAX 2- �
�• %� o`er ¢�: +�� �
�.042'�` r.I .0.12"
~ ALUM. ALLOY 3004-13 NO. 379 1 '042"
OR EQUAL
T
ALUM. ALLOY 3004-H38 }
7k SEE NOTE BELOW OR EQUAL
_ 2 X 6 1/2" RAFTER _ DBL. 2 x6 1/2" RAFTER
L.L.= "T" < 90 MPH 100 MPH 1 0 MPH L. L. 'T" <u 90 MPH 100 MPH 110 MPH
(PSF) (IN.) w z0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN Sig EXP. -BF-EXP.0 EXP. B EXP.0 EXP. B EXP.0
16" 12'-2" 12'-2" 12'-2" 11'-10' 11'-10' 11'-5" 18" 1T-3° 17'-3" 17'-3" 16'-8' 16'-8' 16'-1"
.024 .024
24' 9'-11" 9'-11" 9'-11" 9'-8" 9'-8" T-3" 24' 14'-1" 14'-1" 14'-1" 13'-7, 13'-7" 13'-2"
16" 16'-3" 16'-3" 16'-3" 15'-9" 15'-9" 15'-2° 16" 23'-0" 23'-0" 23'-0" 22'-3° 22'-3" 21'-0-
10 .032 10 .032
24" 13'-3" 13'-3" 13'-3" 12'-10" 12'-10° 12'-5" 24" 1 18'-9" 18'-9" 18'-9° 18'-2" 18'-2' 17'-6'
16" 2V-4" 21'-4" 21'-4" 20'-8" 20'-8" 19'-11" 16" 30'-2" 30'-2' 30'-2" 29'-3" 29'-3" 28'-2"
.042 .042
24" 17'-5° 17'-5" 17'-5" 16'-10" 16'-10" 16'-3" 24" 24'-7' 24'-7" 24'-7" 23'-10" 23'-10" 23'-0"
16" 9'-4" 9'-4" 9'-4" 9'4" 9'-4" 9'-2" 16" 13'-2- 13'-2" 13'-2- 13'-2" 13'-2- 13'-0"
.024 .024
24" 7'-7" T-7" T-7" 7'-7' 7'-7" T-6" 24" 10'-9" 10'-9° 10'-9" 10'-9" 10'-9" 10'-7"
20 .032
16" 12'-5" 12'-5" 12'-5" 12'-5" 12'-5" 12'-3" 20 .032 16" 17'-7" 17'-7" 17'-7" 17'-7' 17'-7" 17'-4"
24" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-0' 24" 14'11" 14'-4" 14'-4" 14'-4" 14'4" 14'-2'
16" 161-4" 1614" 1614" 161-4" 16'4" 16'-1" F24"
23'-1" 23'-1" 23'-1° 23'-1' 23'-1' 22'-9"
042 .042
24" 13'-4" 13'-4" 13'-4" 13'-4" 13'-4" 13'-2' 18'-10" 18'-10" 18'-10" 18'-10" 18'-10" 18'-7"
16" - - - - - - 16" 10'-10" 10'-10" 10'-10" 10'-10" 10'-10" 10'-10°
.024 .024
24" - - - - - - 24" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10"
16" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 16' 14'-6" 14'-6' 14'-6" 14'-6' 14'-6" 14'-6"
30 .032 30 .032
24" 8'-4" 8'-4" 8'4" 8'4" 8'-4" 8'4" 24" ll' -10-111'-10- 11'-10- 11'-10- 11'-10" 11'-10"
042 F042
16" 13'-5" 13'-5" 13'-5" 13'-5" 13'-5" 13'-5" 16" 19'-0" 19--0" 19'-0° 19'-0' 19'-0' 19'-0"
24" 11'-0" 11'-O" 11'-0° 11'-0" 11'-0' 11'-0" 24' 15'-6' 15'-6" 1 15'-6" 15'-6' 1 15'-6' 15' -6 -
EXPOSURE B & C
042"
ALUM. ALLOY 3004-H36
OR EQUAL
7k SEE NOTE BELOW
20
TRIBUTARY WIDTH
to i�
1 17'-9"
3x8 RAFTER
(FT.)
Ll
1 17'_9„
17,_7"
90 MPH
100 MPH
110 MPH
SF)t(IN.)q.
(PEXP.
14 15
16
B
EXP.0
EXP. B
EXP.0
EXP. B
EXP.0
7
7 8
16'
24'-6"
23'-5'
24'-0'
22'-8"
23'-5"
21'-10"
8
.042
9
10 10
11 11
12
2'
5 6 6 7 7
8 8
9
9 10
24°
20'-0"
19-1"
19'-7'
1B'-6"
19'-1"
17'40"
10
10 11
11
12 12
13 13
14
q'
- - - 9 9
10 10
20
TRIBUTARY WIDTH
TABLE
1 17'-9"
- CLEAR SPAN
(FT.)
17'-9"
1 17'_9„
17,_7"
O.H.
6 7 1 8 9 10
11 12
13
14 15
16
17 18
19 20
21
0
3 4 1 4 5 5
6 6
7
7 8
8
9 9
10 10
11
1'
4 5 1 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
q'
- - - 9 9
10 10
11
11 12
12
13 13
14 14
15
6
_ _ _ _ _
11 11
12
12 13
13
14 14
15 15
16
20
.042
16°
1 17'-9"
17'_9• 1
17,_9-
17'-9"
1 17'_9„
17,_7"
24"
14'-6"
14'-6"
14'-0'
14'-6"
14'-6"
14'-4"
RALE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFTER SPANS
HORIL WIND -
L
-
-
-
-
-
30
042
16"
14'-7"
14'_7-
14,_7-
14.7"
14,_7"
14'-7-
24"11'-11-
11'-11'
11'-11"
11'-11"
11'-11"
11'-11"
* 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
O.H.
SPJ-0.H.
h
TRIBUTAR7112
wloTH
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. 8Y:
DATE: 428/2011
10, 20 d 30 psf
DURALUM PRODUCTS, INC.
IAPMO ERN 0195
SCALE: NONE
RALE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFTER SPANS
HORIL WIND -
8269 ALPINE AVE.. SACRAMENTO. CA 95826
REVISED BY:
RANCHO CUCAMONOq CA BS1 07
( 1
90. 100 6 110 MPH
(916)452-7021 FAX 403.1519 -Ales®dumlumcom
SHEET 7 OF 33
COLUMN I POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
MAX. HEIGHT = 10' MAX. HEIGHT C = 10'
�-3 — �-2 I 3.00" SQ.
3.00"SQ. .024" a10 SMS 3.00" SQ.
.032' @24-O.C.
A. SIDE
6.5" - 0 5'
UU33���� C
ALUM. 14"R 0" ALUM
.032" TYR .048"STEEL
PLASTIC PLUG 28" O OE
3" SQ. ALUM. POST 3" SQ. ALUM. POST MAG POST
WITH SIDE PLATES OD 3 4 3" SQ. ALUM. POST
ALUM. ALLOY 3004-H36 , ALUM. ALLOY 3004-H36 3" SQ. STEEL POS ASTIVI A500 GR B S ALUM. ALLOY 6063-T6
ALUM. ALLOY 3.00" OR L�
6063-T6 -"— 2.40"—✓,I
r L1.375"
If 0 I/76'
1.60"
1.5 .090" TYP.
INSTALL 1ji" x 134" x Ye° HDG
WASHER PLATE AT ANCHORS
FOR 110 MPH
ALUM "T' BRACKET
q 7/16"0 HOL
FOR 3/8" IV
ASTM GRADE 36 STEEL
INSTALL 134" x Iii' x Ya"HDG
WASHER PLATE AT ANCHORS
.15T
TYP.
USE FOR 3"
POST ONLY
q 2- 5/16"0
STEEL "T" BRACKET
O=3'SQ.xt=.188"
H=3"SO.xt=.250"
I=3°SQ.xt=.313"
RKJ=4"SO.xt=.188"
=4"S .xt=.250"
= t.
3.0" OR 4.0"
SQUARE
STEEL POST
ASTM A500 GRADE B
ALUM. ALLOY
6063-T6
"H" BRACKET
J
J
Q
h
X
w
2 FLANGES
2 1/8" APART
BASE FLARES
TO 3"WIDE EA.
SIDE OF FLANGES
(i1-7/16"0 HOLE
& 2-318" HOLES
TYP. EA. SIDE
(4}SDS 25412
3" x 8" ALUM. RAFT. BRACKET
3" x 8" ALUM. HEADER
HEADER BRACKET ( 7
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 4262011
COCUMN I
10.20 & 30 pst
DURALUM PRODUCTS, INC.
IAPMO ERN 0195
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
p08T TYPES
HORIL WIND
8289 ALPINE AVE., SACRAMENTO, CA 95826
1(916)452-7021
REVISED BY:
RANCHO CUCAMONGA CA (951) 741-2107
D. 100 8 110 MPH
FAX 403-1519 sales oQduralum.com
SHEET 8 OF 33
COLUMN/ POST TYPES
& SURFACE
MOUNT AND
EMBEDMENT DETAILS
' CUBE FTG.
r-
SINGLE POSTS
ALUM."T'BRACKET USE WITH
18" 18" SQ. 12"
BOLTS
20"
21" SQ.
"T" BRACKET
I
POST TYPE B.C.O.OR E.
3 1/4'
STEEL POST ONLY:
25" SQ.
16"
D@ 3 -SQ. POST Wl
(4)-1/2'0
STEELTBRACKET USE WITH
i
USE POST TYPE
M-5/8-0 BOLTS
23"
(2)-#12 SMS EA
3"SQ. POST SIDE OF POST
3' SQ. POST
POST TYPE B,C,D,E.F,G.H.J OR K
ALUM."RACKET:
USE (2 0 HILTI
{
I
I
F. G. H. J OR K
FOR POST TYPE J
4 5'
35- 39" CUBE
1/4" M.B. THROUGH
POST
43/4'
KWIK9BOLOLTS EQUAL
STEEL'T'BRACKET:
{ {
112 DEPTH OF I I
43" SQ.
(2}1/2 0 BOLTS
�
16"INSERT
(4)3/4"0
SEE NOTES BELOW
USE (2)-3/8'0 HILTI KWIK
FOOTING OR I I
{
32'
FO R ALL OTHER
CONDITIONS 4 S
x .188'
(2}1/4"0 POWERS WEDGE-
40' 60" SQ. 39"
BOLTS OR EQUAL
12" MIN. EMBD. i
' CUBE FOOTING WI4' SLAB
ASTM A36
BOLTS+, OR EQUAL. EACH
2i:"EMBEDMENT DEPTH
STEEL
BRACKET TO SLAB.
FOR KWIK BOLTS)
•�: I { !;
w
J
T.O.C.
MINIMUM DISTANCE TO
EDGE OF SLAB = 4" OR
• ' I • i�
t9
w
"S BASE P
TO CRACK - 10"
C
W j 7a
ASTM A572 STEEL
(1 MIN. EMBEDMENT)
.o
-:
w � a
DErTH A
(1}t/2"OM.B. •.'�
v
3/16'.
SLAB SHALL BE IN
" GOOD CONDITION
u POURED CONCRETE
FOOTING SEE NOTE
LONG I'�,•t"=
xBFROM END , •L' •'
".
w m w
O m
OF POST L' ;L�
Z
3- SO. POST (STL.) - -
3 112' MIN.
FOR SIZE
SEE FOOTING
POURED
SQUARE, SEE FTG.
OR FLUTED
OR 4' SD. POST (STL.)
SCHEDULE QUAR
CONCRETE
SCHEDULE IN BEAM
INSERT
{
IN BEAM SPAN TABLE
FOOTING
SQUARE POST EMBED.
SPAN TABLE
-' -
PL.5/8-rHK112'E6-
_ O
EXISTING SLAB 7-
3" SQ. POSTS TO
CONC. FOOTING 8
O
INTO FOOTING 9
O
� s"
t t12'
ATTACHED
ALTERNATE FTG.
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
CUBE SIZE
SO. 18" DEEP
' CUBE FTG.
FOOTING SIZE
SINGLE POSTS
EMBED.
18" 18" SQ. 12"
BOLTS
20"
21" SQ.
12"
23.8 24' CUBE
(2) -IM -0
3 1/4'
22'
25" SQ.
16"
25" - 30" CUBE
(4)-1/2'0
3 1/4'
24" 28" SQ. 20'
26"
32" SQ.
23"
31"- 34' CUBE
(4)-5/8'0
4'
28"
35" SQ.
25"
35- 39" CUBE
(4)-314.0
43/4'
30" 39" SQ. 28"
32"
43" SQ.
30"
40' - 42' CUBE
(4)3/4"0
4 3/4•
34"
47" SQ.
32'
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL
'
36" 51" SO. 34"
38" 55" SQ, 37"
40' 60" SQ. 39"
42" 64" SQ. 41"
44" 69" SQ. 43'
' CUBE FOOTING WI4' SLAB
NOTES: ALL COMPONENTS ARE INTERCHANGABLE. UNLESS OTHERWISE NOTED
NOTES:
1. DO NOT USE ALUM.'
BRACKET WITH 3X8 BEAM
WNNSERT, MAG BEAM. 4' OR
r I-BEAMs.
2. POST TYPE E
INSTALL WASHER PLATE,
2'XWXSY2"AT
STEEL ''BRACKET.
3. POST TYPE F
DO NOT USE STEEL'''
BRACKET W17'1 -BEAM,
WELDED STEEL BASE PLATE O
TOM CAMPBELL 8. ASSOCIATES, INC.
BASE PLATE SCHEDULE
PLATE SIZE
MAYBE USED WITH POST TYPE. SEE SHT. 9
9" SO. x 5/8' I
B. C, D, F, G. 8 H
FREESTANDING
BASE PLATE ANCHOR -
BASE PLATE
ANCHOR BOLTS (SIZE 8 TYPE)
9'x9'x 5/8'
(4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
STEEL PER I.C.C. ESR -1917 OR EQUAL
(4 314" EMBEDMENT DEPTH)
DRAWN BY: E.N.
TOM CAMPBELL 8. ASSOCIATES, INC.
COLUMN
LME LOAD =
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERO 0195
DATE: 4/26/2011
SCALE: NONE
IREVISEDBY.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
'. SURFACE MOUNT
AND EMBEDMENT_
10.20830.
HORIL WIND
DURALUM PRODUCTS, INC.
8269 ALPINE AVE.. SACRAMENTO. CA 95826
1(916)452-7021
RANCHO CUCAMONGA, CA (951) 741.2107
80, 100& 110 MPH
FAX 403.1519 salas@duralum.00m
SHEET 10 OF 33
HANGER CHANNELS AND MOUNTING BRACKETS i
ALUM. 3004-H36
1.50"
WALL
FASTENERS
SEE TABLE
1.75 O
ROLLFORMED HANGER
.281'
ALUM.ALLOY
11 1 6083-T6
oso O
EXTRUDED HANGER CHANNEL
FASTENERS, SEE TABLE
A34 FRAMING ANGLE
R.F. OR EXT. HANGER SEE TABLE
CHANNEL, 2X OR 3X _L
RAFTER BRACKET.
ALUM. PANEL R-/
3x ALUM. RAFTERld
FASCIA BOARD EXIST, EAVES, RAFTER
ALLOWABLE PROD. EXISTING EAV
SEE TABLE BELOW OVERHANG
(24" MAX.)
EXISTING EAVE CONNECTION
WALL FASTENERS
SEE TABLE
#14 SMS ® PANEL
LOCKS OR #8 SMS
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
AT EA CONTACT
ROOF PANEL
.2004/`/
CONTINUOUS A- RAIL
3 (WHERE OCCURS)
N
ALUM.ALLOY
#14 SMS ® EA CONTACT
F
y 6063-T6
WALL CONNECTION
. O
ALUM.ALLOY
6063-T6
I.R. HANGER OC
2'4D"
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
T=.060"
w
DESIGN 16" O.C. CELL AT FASTENER) OR CONC.
N
WALL FASTENERS
90
SEE TABLE
100
A B B C D D E E F
O
y
.Z7
DESCRIPTION OF LAG SCREW SEE NOTE BELOW
A
APPROVED 3" OR 4"
o
( INSUL ROOF PANEL
wed"
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
WIND
AT WOOD STUD AT MASONRY (SOLID -GROUTED
AT 2x FASCIA
DESIGN 16" O.C. CELL AT FASTENER) OR CONC.
OVERHANG (L)
LL=10 LL=20 LL=30 LL=10 I LL=20 j LL=30 LL -10 I LL=20 LL-"
90
A B B C D D E E F
100
A B B C D D E E F
110
A B B C D D E E F
18'-8"
DESCRIPTION OF LAG SCREW SEE NOTE BELOW
2'-0"
A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24' O.C. MAX.
W O
B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX.
wed"
C=SDS25412 AT EACH STUD, 16" O.C. MAX.
yNa
D=3/8.0 x 4" LAG SCREW AT EACH STUD
LLy�:
'E=3/8"0 x 1 1/8" AT 16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
8'-10"
'F=3/8"0 x 1 1/8' AT 12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
2'-0"
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 26, SHEET 1
EXIST. RAFTER
I
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
LL=10
LL=20
LL=30
2" x 4"16"
O.C.
V-6"
181-8"
18'-8"
14'-2°
2'-0"
14'-0"
12'-8°
9'-7"
FULL OR
SHEET 9 OF 33
24" O.C.
12'-5'
11'-81
8'-10"
2' x 6"V-6'
2'-0"
9'-4-
7'-4"
5'-7-
NOTCHED
2"x6" FULL OR
2"x8" NOTCHED
24" O.C.
2'-0"
19'-11"
19'-4"
14'-8"
2"x8' FULL OR
24" O.C.
2'-0'
31'-11"
31'-11"
25'-0"
2"x10" NOTCHED
NOTE: DESIGN LOADS AT EXISTING ROOF OVERHANG: RDL-15psf RLL=20psf
EXISTING LUMBER AT OVERHANG: #20 DF -L.
1 INCH MAXIMUM NOTCH AT WALL.
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO
BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS),
11.1.3 AND 11.1.4, RESPECTIVELY.
THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SDS FASTENER
TO BE IN ACCORDANCE WITH THE LATEST ICC -ES EVALUATION REPORT.
10# L.L.-(2)7#14 SMS EA. SIDE
20#/30#LL.=(2)#14 SMS EA. SIDE
U -BRACKET
_ /4" OR 1 1/2"
I
2'x61/2"OR
MANGER CHANNEL
5' MIN. 3"x 8" ALUM.
PATIO COVER SYSTEM AS MFG. BY:
RAFTER
IAPMO ER# 0195
—43/4' OR 1 1/2'
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
I
EXISTING WOOD STUD FRAMING
-a'L--(#14 SMS T
AT 12" D.C.C
1 1/4'
YP.
NOTE: PROVIDE WATER
PROTECTION, METAL FLASHING
CAUCK JOINTS AND SLOPE
r— TO DRAIN
FOR SPAN SEE ALLOWABLE
DECK/RAFTER SPAN TABLE
LENGTH
y
f(3"
11 24 OR2 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 psfTER }#14x1 3/4°
(2' MIN. PENETRATION INTO 31n•W.S. PATIO COVER
EXISTING WOOD STUD)
NOTE: USE LEDGER WHERE RAFTER SPACING
EXCEEDS EXISTING STUD SPACING NOTE:BRACKET
SEE aFOR ATTACHMENT NOTE: PLACE'SIKA AR MAY BE MOUNTED
14 MATERIAL BETWEEN BRACKET AND COMP. BELOW RAFTER W/
RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL SAME CONNECTION'S.
WALL CONNECTION O O BRACKET CONNECTION
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
MANGER CHANNEL
LIVE LOAD a
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ER# 0195
DATE: 4/28/2011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
I
AND BRACKET
10, 20 6 30"
HORIZ. WIND .
DURALUM PRODUCTS, INC.
8289 ALPINE AVE.. SACRAMENTO, CA 85828
1(916)452-7021
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741-2107
ATTACHMENTS
90, 100 8 110 MPH
FAX 403.1519 xeles@durelum.eom
SHEET 9 OF 33
10#' L.L. '100 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
DBL. 2"x6.5"x.032" BEAM /
DBL. 3"x8"x.042" BEAM
3"x8" BEAM WINSERT
DBL. 3"x8" BEAM
IAPMO ER# 0195
>-
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
3"x8" BEAM
10, 20 6"'I"
I
DURALUM PRODUCTS, INC,
1
EACH w/ A 3"x8" STL. INSERT
r
p
MAX.COL.
ATTACHED FREESTAND ATTACHED
MAX.POST
p
MAX.POST MAX.POST
FREESTAND
ATTACHED
.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
m
SPACING
SPACING SPACINGWj
FOR DBL. FO S'
SPACING
FTG.
SSPCANG
m
MIN.CING
ON SLAB*
2 x65"xx.032' BEAM
(NG
PTIOPE
(NG
r17--5"
ANG'
PTYOPE
(NG
(SPAN)N.)
POST
NG POST (NG.
~
TYPEAN)
TYPST E
TPOST
TPOSTYPE YPE
TYPE
4'
17'-0"
12'-211-0" 12'-4'11'-1"
30
G
1 21
B
33
G
2123
B
22'-20'-5,
35
G
2 26 B 3228'-11"
39
G
2629 B
4,
5'-9"
5'
13'-7"
10'-11" 11'-0"
29
G
20
B
15'-7"
32
G
22
B
20'-3"
34
G
24 B 28'-8"
38
G
27 B
5'
9'-10" 9'-11"
22
14'-1"
24
18'-3"
27 25'-10"
30 E
6'
11'-4"
10'-0" 10'-1"
29
G
20
B
14'-3"
31
G
23
B
18'-6"
34
G
25 B 26'-2"
37
G
28 B
6,
9-0" 9'-1"
22
12'-10"
25
16'-8"
27 C 23'-7"
31 E
7'
9'-8"
9- -3 9,�„
28
G
2123
B
13'-11-11„
31
G
2326
B
17'-1'5,_5.,
33
G
26 B 24
36
G
2 s2 B
7,
8,x,1 8'_511
8 C 21'-10"
E
8'
8'-6"
8'-8" 8'-9"
28
G
21
B
12'-4" "
30
G
24
B
16'-0"
32
G
26 B 22'-8"
35
G
29 B
8,
7'-9" 7'-10"
23
11'-1
26
14'-6"
29 E 20'-5"
32 E
9'
7'-7"
8'-2" 8'-3"
28
G
22
B
11'-7"
30
G
24
B
15'-1"
32
G
27 B 21'-4"
35
G
30 E
9,
7'-2" 7'-5"
24
10'-6"
27
13'-8"
29 E 19'-3"
33 F
10'
6'-9"
71-911 7'-10"6'-9„
29
G
2224
B
11'-09'-11"
29
G
2 27
B
14'
31
G
2730 B 20'''"8,_3„
34
G
3134 E
10,
6-6
2,-11"
E
F
11'
6'-2,
7'-1"5'-11" 7 5
30
H
2
B
10'-6"e,_6„
30
H
2
B
13'-12.4"
31
H
19��,_5„
23o B
34
H
3134 E
6._2"
25
28
E
12'
5'-8"
6-6 7-1"
30
H
2 25
B
10'-1"9,-1"
30
H
228
B
13'11'-10"
31
H
18-16,-8„
231 B
34
H
3235 E
12,
5'_5„ 5'-8
E
F
13'
5'-2"
6'-0" 6'-10"
31
H
23
B
9'-B"
31
H
26
B
12'-7"
31
H
28 g 17'-9"
33
H
32 E
13'
5'-0" 5'-3"
25
8'-9"
28
11,-4„
31 E 16'-0"
35 F
14'
4'-10"
5'-7" 6,_7„
32
H
2
B
9 -4
32
H
2
B
12'
„
32
H
29 B 17'-2"
7 -15'-5„
33
H
32 E
14'
4 8 4'-10"
26
8,_5„
29
10'-11
2 E
5 F
15'
4'-6"
5.2„ s 4"
32
H
2426
B
9'-0"
32
H
2729
B
11'-8'0
32
H
2 s2 B
16,14'-11"
33
H
3 36 E
15'
4 4 4 -s"
8,_1"
-7„
E
F
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING
FIGURE INDICATES EXPOSURE B
-a FIGURE INDICATES EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 & C.
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
SOLID
LNE LOAp.
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ER# 0195
DATE: 4/28201/
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 6"'I"
I
DURALUM PRODUCTS, INC,
1
SCALE: NONE
REVISED BY:
RANCHO CUCAMONGA CA (951) 741.2107
AND ATTACHED
10 8 L.L. 100 MPH
HORIZ WIND a
90,100 d 110 MPH
8289 ALPINE AVE., SACRAMENTO, CA 95826
(918) 452-7021 FAX 403.1519 sales@dumlumcom
SHEET 19 OF 33
10# L.L. 110 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
6.5" ROLLFORM /
4" I -BEAM
4.5" /
MAG GUTTER
IAPMO ERN 0195
3" SQ. STEEL
BEAM
7" I -BEAM
10, 20 6.30 pst
DURALUM PRODUCTS, INC.
MAG BEAM
SCALE: NONE
AND ATTACHED
HORIZ. WIND
8269 ALPINE AVE., SACRAMENTO, CA 95828
REVISED BY:
cr
F
Z) p
MAX.COL.
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
'D �
SPACING
ON SLAB*
SPACING SPAN
NG
SPAIN)
SPACING
G
(SPAN) SPACING
SPACING
FTG'
FTG.
�G'
�G
FTG
MIN.
FTG
MIN.
�G'
�G'
FTG.
�G' MK
(IN.)
POST
(IN.)
POST
(IN.)
POST
(IN.)
POST
(IN')
POST
(IN')
POST
(IN.)
POST
(IN.)
POST
(SPAN
(IN.)
POST
POST
(IN')
TYPE
TYPE
TYPE
TYPE
TYPE
TYPE
TYPE
TYPE
TYPE
TYPE
4'
17'-0"
12,_7„
31
(-
20
B
14'-9"
32
H
21
B
13'-3"
32
H
21
B
1 o'-9"
31
H
19
B
24'-11 "
37
H
26 B
,
10 -8
22
12'-6"
23
11'-2"
22
10'-1"
21
21'-0"
28
5'
13'-7"
30
H
21
B
13'-3"
32
H
22
B
11'-10"
31
H
21
B
10'-0"
30
H
20
B
22'-3"
36
H
26 B
9 -4
23
11'-2"
24
9'-4"
23
9'-2"
23
18'-9"
29 E
6'
11'-4"
10'-4'
30
H
22
B
12'-1"
31
H
23
B
10'-10"
30
H
22
B
9'-5"
29
H
21
B
20'-4"
35
H
27 B
7 -10"
24
10'-2"
25
7'-10'
24
7'-10"
23
17'-2"
29 E
7'
9'-8"
9' :7
29
H
22
B
11'-2"
30
H
24
B
10'-0"
29
H
23
B
8'-11"
29
H
22
B
18'-10"
35
H
28 B
6'-8
24
9'-5"
25
6'-8"
25
6'-8"
24
15'-11"
30 E
8'
8'-6"
8'-9"
29
H
23
B
10'-5"
30
H
24
B
8'-9"
29
H
23
B
8'-7"
29
{
22
B
17'-7"
34
}"�
29 B
5'-10,.
25
8'-9"
26
5,_10„
25
5'-10"
24
14,-10„
31 E
9'
7'-7"
7'-10"
30
H
23
B
9'-s"
30
H
25
B
7'-10"
30
H
24
B
7'-10"
30
+ {
23
B
16'-7"
33
H
29 E
5,_2„
25
7'-10"
27
5'-2"
26
5'-2"
25
14'-0"
32 F
10'
6'-9"
7'-0"
31
H
24
B
8'-6"
31
25
B
7'-0"
31
H
24
B
7'-0"
31
H
23
B
15'-9"
33
H
30 E
4'-8"
26
7'_p^
27
4'_g"
26
q�_g^
25
13' 3"
32 F
11'
6'-2"
6'-5"
31
H
24
B
7'-9"
31
H
25
B
6,_5„
31
H
24
B
6'-5"
31
H
24
B
15'-0"
33
H
30 E
4'-3"
26
6'_5„
27
q�_3^
26
_ ^
4 3
26
12'-8"
33 F
12'
5'-8"
5'-10"
32
H
25
B
7'-1"
32
H
26
B
-
-
-
-
-
5'-10"
32
H
24
B
14'-4"
32
H
31 E
3'-11"
27
5'_10"
28
3'-11"
26
12'-1,.
33 F
13'
S'-2 ,
5'-5113
33
J
227
B
6,_7„5,_5„
33
J
228
B
-
-
-
-
-
5.5
33
J
2 26
B
13'-; 0,18„
33
J
3133E
-7 ,
3'-7”
F
14'
4'-10"
5 0
33
J
25
B
6'-1 "5,-0„
33
J
2629
B
-
-
-
-
-
510.. -3
33
J
2426
B
13'-4"1,_3„
33
3134E
3, q„
7
�^
F
15'
4'-6"
4'-8"
34
J
25
B
5,_g„
34
J
27
B
-
_
-
-
-
4'_g"
34
J
24
B
12'-10"
34
J
32 E
3'-1 "
28
q�_g^
29
3'-1"
26
10"
34 F
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FIGURE INDICATES EXPOSURE B —}��� ,J
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
SOLID
POST 9PACINO TABLE
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN 0195
DATE: 4128(2011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10, 20 6.30 pst
DURALUM PRODUCTS, INC.
SCALE: NONE
AND ATTACHED
HORIZ. WIND
8269 ALPINE AVE., SACRAMENTO, CA 95828
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107
10 N L.L. 110 MPH
90,100 8 110 MPH
(916) 452.7021 FAX 403.1519 sale8@11 ralum.cam
SHEET 10 OF 33
-.10#11. -100 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS " 12' OR LESS EXP. B & C I
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE'
FIGURE INDICATES EXPOSURE B -a
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
----
DRAWN BY: E.N.
3" SO. STEEL BEAM DBL. 3"x8"x.042"BEAM
DBL.2"x6.5"x.032" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM
'
>_
O ERp Oi95
F,
.OR'3"x8"BEAM EACH w/ A 3"x8" STL. INSERT
}
POST SPAC TABLE
FREESTANDING
to, 20 8 39 oar
DURALUM PRODUCTS, INC.
1(916)452-7021
REVISED BY:
REVISED
RANCHO CUCAMONGA, CA (9S1) 741-2107
<
O
MAX.COL.
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND ATT. MAKPOST _MAXPOST FREESTAND ATT. FREESTAND *ATT. FREESTAND ATTACHED
MAX.POST MAKPOST
m -
0 3
SPACING
SPACING
FTG. SPACING
SPACING SPACING
FTG MIN FTG. FOR DBL. �_ FOR 3' x 8' FTG. MIN• FTG. SPACING FTG MIN. FTG SPACING FTG MIN. FTG. MIN.
m -
3
FTG.
MIN.
ON SLAB*
(SPAN)
(IN.)
POST
(SPAN)
(IN.)
POST 1 POST (SPAN) POST (SPAN) POST POST
(IN.) (IN.) 2'x6.5'x.032" L BEAMS (IN.) (IN.) (IN.) (IN.) (IN.) (IN')
1 -
TYPE
TYPE TYPE TYPE TYPE TYPE
4'
17'-0"
12'-0"1
30
G
19'7"-18'_6,
34
(�
1719 13-4°11'-0" 13'-10"3
31
G
1617 25-24'-0"
37
(�
1 21 36 34'-0"
40
G
2124 B
4'
-6"
.1516
-1 "
5'
13'-7 „
11' 2"
30
G
15 17'-6"
33
G
18 11'-11" 12'-5"
31
G
16 22'-9"
36
G
20 32'-2"
39
G
22 B
,
5
10.9"
17 16'-s"
20 9'-10" 11'-8"
18 21'-6"
22 30'-5"
25 E
6'
11'-4"
10' 6"
29
G
16 16'-0"
33
G
19 10'-10" 11'-4" '
30
G
17 20'-9"
35
G
20 29'-4"
38
G
23 B
6,
10'-1"
18 15'-1"
21 9'-0" 10'-8"
19 19'-7"
23 27'-9"
26 E
7'
9'-8"
9' 11"
29
G
17 14'-10"
32
G
19 10'_1" 10'-6"
29
G
17 19'-3"
34
G
21 27'-2"
38
G
23 B
7'
9'-7"
19 14'-0"
21 8'-4" 9'-11"
19 18'-2"
23 25'-8"
26 E
8'
8'-6"
9'-6"
28
G
17 13'-1
31
G
20 9'-5" 9'-91.
29
G
17 18'-0"
34
G
21 25'-5"
37
G
24 B
8,
19 13'-1"
22 7'-9" 9'-3"
19 17'-0"
24 24'-0"
27 E
9'
7'-7"
9,'2„
28
G
17 13'-1"
31
G
20 8'-10" 9'-3"
28
G
18 17'-0"
33
G
22 24'-0"
36
G
24 E
9'
8'-10"
20 12'-4"
22 7'-4"
20 16'-0"
24 22'-8"
27 F
10'
6'-9"
8''10"
29
G
18 12'-5"
31
G
20 8'-5" 8'-9"
29
G
18 16'-1"
33
G
22 22'-9"
36
G
25 E
10'
8'-6"
20 11'-8"
23 7'-0" 8'-3"
20 15'-2"
25 21'-6"
28 F
11'
6'-2"
8, 7„8,_1.,
30
H
1820 11--101,
30
H
2123 8' 0” 8-4
30
H
1821 15-14'_6^
32
H
21
2
35
H
2 E
11
2^
6'-8" T-11^
25 20'-6"
28 F
12'
S'-8"
8-Y -7.9„
30
H
1921 11 -410'-8"
30
H
2123 7 �„ 8 -0 _
30
H
1921 14113'-10"
32
H
2326 20'-9'9,-7
35
H
2629KE
12'
6,_4„
13'
S'-2"
7* 11"
31
H
1921 1 o'-1 o'0,-3"
31
H
2124 7'-5" 7'-8-
31
H
1 21 14'-13-4
32
H
2326 19
35
H
262913'
6.
6 -1" 7,-3"
18'-10.,
14'
4'-10^
32
H119,21
10'-69'-11"
32
H
7' -0 7 -5
2124
32
H
1921 1312'-10..
32
H
2326 19
34
H
262914'
.
7.2„
5'-11 ° i,_o„
8'-2"
15'
4'-6"
7-46'_11 „
32
H
1922 10'-1 "9.6„
32
H
2224 6'_6.. 7,_2„
32
H
1922 13 12'-5..
32
H
2427 18 17'_s.,
34
H
2730 E
15'
5 8^ 6 -9
F
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE'
FIGURE INDICATES EXPOSURE B -a
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
----
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LATTICE
uVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
O ERp Oi95
F,
DATE: aa6n011
COMMERCIAL. AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPAC TABLE
FREESTANDING
to, 20 8 39 oar
DURALUM PRODUCTS, INC.
1(916)452-7021
REVISED BY:
REVISED
RANCHO CUCAMONGA, CA (9S1) 741-2107
ANDATTACHED
10#L .L. 100 MPH
HORIL WIND =
90, 100 & 110 MPH
8289 ALPINE AVE., SACRAMENTO, CA 95826
FAX 403-1519 .alas®durel"mcom
SHEET 27 OF 33
1 10# L.L. 110 MPH FREESTAND"& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE'
FIGURE INDICATES EXPOSURE B
-a FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: E.N.
3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM
DBL.2"x6.5"x.032" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT
DATE: 4/2612011
MAX.POST
FREESTAND
ATT.
MAX.POST
F
o
MAX.COL.
FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. FREESTAND *ATT. FREESTAND ATTACHED
MAX.POST
SCALE: NONE
REVISED BY:
m -
SPACING
SPACING
SPACING
mac''
SPACING SPACINGMAX.POST
MIN. MIN. SPACING SPACING MIN. MIN.
FTC'' FTG. FOR DBL FOR 3" x 8" FTG FTC"' FTCOST �G' FTG. FTG.
m
m
FTG,
MIN.
I-
ON SLAB *
(SPAN)
(IN.)
POST
(SPAN)
(IN.)
TMI—N.
(1N.) POST (IN.) 2"x6.5"x.032' BEAM (IN.) POST (SPAN) (SPAN) T POST
(1N.) (IN.(IN.) ) (IN.) (IN')
~
T,pE
PiT
TYPE TYPE TYPE TYPE
4'
17'-0"
11'-9"
31
G
16 19'-1"
36
H
18 12'-1" 13'-6"
33
H
16 24'-10"
38
H-9"
35'-1"
F213
42
H
23
B
4
11'-3"
18 17'-10"
21 9'-10" 12'-7"
18 23'-2"
---;Z
25
5'
13'-7"
10'-11 ,
31
G
t6 17'-1"
35
H
19 10'-10" 12'-1"
32
H
17 22'-2"
37
H
21 31'-4"
41
H
24 B
5,
10 -5
18 15'-11'
22 8'-10" 11'-3 ^
19 20'-8"
24 29'-3"
26 E
6'
11'-4"
10-4" ^
30
G
17 15'-7"
34
H
20 9'-10" 11'-0"
31
H
18 20'-3"
37
H
22 28'-8"
40
H
24 B
6,
9'-10
19 14'-6"
-
22 8 1 10'-3'
20 18'-11"
24 26'-9"
27 E
7'
9'-8"
9'-9"
30
G
18 14'-5"
33
H
20 9'-2" 10'-2"
30
H
18 18'-9"
36
H
22 26'-6"
39
H
25 B
7
9' 4"
20 13'-5"
23 7'-5" 9'-6"
20 17'-6"
25 24'-9"
28 E
8'
8'-6"
9.-4„
30
G
18 13'-6"
33
H
21 8'-7" 9'-6"
30
H
18 17'-6"
35
H
23 24'-10"
38
H
25 B
8'
8'-11"
20 12'-7"
23 7'-0" 8'-11"
21 16' a"
25 23'-2"
29 E
9'
7'-7"
9'-0"
30
G
19 12'-9"
32
H
21 8'-1" 9'-0"
30
H
19 16'-6"
35
H
23 23'-5"
38
H
26 E
9'
8'-7"
21 11'-10"
24 6'-7" 8'-5"
21 15'-5"
26 21'-10"
29 F
10'
6'-9"
8'-8"
31
G
19 12'-1"
32
`'
21 7'-8" 8'-6"
31
�„{
19 15'-8"
34
H
24 22'-2"
37
H
26 E
10'
8'-2"
21 11'-3"
24 6'-3" 8'-0"
22 14'-8"
26 20'-8"
30 F
11'
6'-2"
8'-4"
31
H
19 11'-6"
31
H
22 7'-3" 8'-2"
31
H
19 14'-11"
34
H
24 21'-2"
37
H
27 E
11'
7'-10"
22 10'-9"
24 5'-11^ 7'-7"
22 13'-11"
27 19'-9"
30 F
12'
5'-8"
8'-0"120,11'-0"
32
H22
32
H
22 7'-0" 7'-9"
32
H
20 14'-4"
33
H
324H201-3"
°
37
H
27 E
12'
7, 6^
10'-3"
25 5'-8" 7'-3"
22 13 -4"
18'-11
31 F
13'
5'-2"
7'_8"-2
33
H
12023 10 -7
33
J
2225 6,_8^ 7 -6
33
J
2022 13
33
J
2528 19'- 1'8,
36
J
2831E
13,
9'-10"
5'-6" 7,_0„
2'-10"
2„
F
14'
4'-10"
7.56'_11"
33
H
2023 10'-2"77
33
J
23 6'_5^ 7 -3°
33
J
2023 13'-; 2,�„
33
J
2528 18'-9
36
J
2831 E
1 a,
9,-6„
25 5'-3" 6'-9"
7,-6„
F
15'
a'-6"
7 2"6'-5"
34
H
2123 9'-10"9,
34
J
12326 6-3" 7 0"
34
J
2023 12'-110'-11„
34
J
2528 18'16,-11"
35
j
2832 E
15,
2„
5'-1" 6,-6,
F
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE'
FIGURE INDICATES EXPOSURE B
-a FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LATTICE
POST SPACING TABLE
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
FIAPMOER#0195
DATE: 4/2612011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10, 20630 ps1
DURALUM PRODUCTS, INC.
1(916)452-7021
i
SCALE: NONE
REVISED BY:
RANCHO CUCAMONGA. CA (951)741-2107
AND ATTACHED
10 0 LL. 110 MPH
R� aWi' MPH
8289 ALPINE AVE., SACRAMENTO, CA 95828
FAX 403-1519 salas@duralum.com
SHEET 28 OF 33
-1