14-0387 (PAT)?A BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
t:4
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Application Number: 14-00000387
Property Address: 61011 FIRE BARREL DR
APN: 764-280-999-65 -300235-
Application description: PATIO COVER - RESIDENTIAL
Property Zoning: MEDIUM HIGH DENSITY RES
Application valuation: 5293
Applicant: Architect or Engineer:
-------------------- - -----------------------------
LICENSED CONTRACTOR'S DECLARATION
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: B License No.: 770843
Date: Contractor.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt the and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
(_) 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property 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.).
(_) 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 am exempt under Sec. , B.&P.C. for this reason
Date: a 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: 4/07/14
Owner:
GARY BROOKS
61011 FIRE BARREL DR
LA QUINTA, CA 92253
(
C e.Ft
LL�QQIl!FE;EOTIME P�tt,
I �A r°QUINTA9 1 9 L2
843
----------------------------------------------—
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 MID CENTURY Policy Number A09461818
_ I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should become subject to the workers' compensation provisions of Section
3700/x00 of the Labor Code, I shall forthwith comply with those provisions.
Date: _%W,(-
/Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPtMATION 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
of this county to enter upon the above-mentioned property for inspection purposes.
Date: Signature (Applicant or Agent):
,. Application Number . . . . . 14-00000387
Permit . . . PATIO COVER 2013
Additional desc .
Permit Fee . . . . 95.81 Plan Check Fee
00
Issue Date Valuation . . .
. 5293
Expiration Date 10/04/14
Qty Unit Charge Per
Extension
1.00 95.8100 EA MISC PATIO COVER, STD
95.81
----------------------------------------------------------------------------
Special Notes and Comments
50 LN FT X 6LN FT PATIO COVER TOTAL 398
TOTAL SQ FT PER APPROVED PLANS & 2012
IBC 2012 IRC & 2013 CDBRC.
April 7, 2014 5:11:11 PM PJUAREZ.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
PLAN CHECK, PATIO COVER
94.38
Fee summary Charged Paid Credited
----------------------------------------
Due
-----------------
Permit Fee Total 95.81 .00 .00
95.81
Plan Check Total .00 .00 .00
.00
Other Fee Total 95.38 .00 .00
95.38
Grand Total 191.19 .00 .00
191.19
LQPERMIT
Bin # .
City of La Quinta
Building U Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit # ^
Project Address:oil-
/K
vner's Name-, K
A. P. Number:
Address: '
City, ST, Zip:
Telephone:
Legal Description: '
Contractor: X/�E71-MC /9 7-1
Address: Pr� 16Qx 5F,06
Project Description: .
L .4 Ahazi T.4464
City, ST, Zip: 1A 0(]/NT�,
Telephone: 710D - 72',? - Qd /,3.
IBM y
it Lice Ad'agew
�1
State Lic. # :
Arch., Engr., Designer:
City Lic. #:.�a8
.34?k
Address:
City, ST, Zip:
Telephone:
State Lic. #:
Name of Contact. Person: Ll -16
� f
Construction Type: Occupancy:
Project type (circle one): New Add'n Alter Repair
Sq. Ft.: # Stories: # Units:
Demo
Telephone # of Contact Person:
JEstimated Value of Project: t�
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'd
TRACKING.
PERMIT FEES
Plan Sets
Plan Check submitted'
Item
Amount
Structural Calcs.
ReAewed, 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°" 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:-
1n° 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
L -L
J
-J
77
71
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PATIO COVER SYSTEM AS MFG. BY:
GENERAL NOTES:
GOVERNING CODES: -
1. THE DESIGN COMPLIES WITH THE 2012 INTERNATIONAL BUILDING CODE, 2012 INTERNATIONAL RESIDENTIAL
CODE, 2013 CALIFORNIA BUILDING & RESIDENTIAL CODES, ASCE/SEI 7 -10 -MINIMUM DESIGN LOADS FOR
BUILDINGS AND OTHER STRUCTURES AND THE 2010 ALUMINUM MANUAL -ADM 1-10.
DRAWING NOTES:
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.)
SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE
MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE
NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE
AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES AND PROCEDURES.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE
AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE
SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED
CHANGE ORDER.
6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL
7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
8, AN ATTACHED COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST
3 12 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH OF ZERO AND 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 & 1605.32.
DESIGN CONSIDERATIONS:
11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT.
12. MINIMUM COVER 10' PROJECTION.
13. MINIMUM SIZE OF EXISTING ROOF OVERHANG 50 SQUARE FEET, WHERE COVER ATTACHED TO OVERHANG.
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/SE17. SECTION 6.5.7.1.
16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS 'OPEN STRUCTURES' AND
-PARTIALLY ENCLOSED; RESPECTIVELY, IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13.
17. THE RATIO (H/P), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT),
SHALL NOT EXCEED ONE (1).
18. THE RATIO (UP), COVER LENGTH (L, FT,) DIVIDED BY THE 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 PSF/FT
x 2 PER TABLE 18062 AND SECTION 1806.3.4.
23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-04-EUM 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 A307. 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 (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR
1976 OR APPROVED EQUAL-
27.
QUAL27. 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 COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION
1505.2, EXCEPTION 2.
29. SIMPSON SDS25412 AND SDS25600 SCREWS SHALL BE IN ACCORDANCE WITH ICC -ES EVALUATION REPORT
ESR -2236.
MULTISPAN ROLL -FORMED ROOF PANELS
REQUIRE SITE SPECIFIC ENGINEERING.
FOR SNOW DRIFT DESIGN SEE SHT50
Users\dell\Documents\DURALUM\IAPMO 019519-12-13\IAPMO PATIO COVER 11-15-13 2dwg, 11282013 3:40:34 AM,
DESIGN REQUIREMENTS:
URALUM PRODUCTS.'INC.
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: 20 AND 30 POUNDS PER SQUARE FOOT AT ROOF.
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: 110, 120,130 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: D
SEISMIC DESIGN CATEGORY: D
MAPPED SPECTRAL RESPONSE COEFFICIENTS: Ss= 1.50, S,= 0.6, S.= 1.0, S.,= 0.50
RESPONSE MODIFICATION FACTOR, 8:1.25
6. EQUIVALENT LATERAL FORCE PROCEDURE.
7. DESIGN ASSUMPTIONS:
A. MINIMUM BUILDING HEIGHT OF MAIN STRUCTURE (AVERAGE): 20'
B. LEAST BUILDING WIDTH OF MAIN STRUCURE: 30'
C. MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING: 10'X 10'
A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION:
EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY
THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS ICC -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.
SHEETINDEX:
SHEET # SHEET TITLE/ DESCRIPTION
T-1 ........... TITLE SHEET, DESIGN LOADS, GENERAL NOTES
1 ............SOLID PANEL STRUCTURES
2 ............OPEN LATTICE STRUCTURES
3-4 .........PANEL SPANS TRI -V, W -PANEL & FLAT PAN
5 ............MINIMUM FASTENERS / FAN BEAM
6 ............RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS
7 ............HEADER BEAM TYPES, COLUMN / POST TYPES
8 ............EXISTING EAVE CONNECTION DETAILS
9 ............HANGER CHANNELS AND MOUNTING BRACKETS
10 ..........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS
11 ...........LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS
12 ...........BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS
13-16 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10# L.L, 110-130 MPH
17-20 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20# L.L, 110-130 MPH
21-24 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25# L.L, 110-130 MPH
25-28 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30# L.L, 110-130 MPH
29-32 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40# L.L, 110-130 MPH
33-36 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25# L.L, 110-130 MPH
37-38 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10# L.L, 110-130 MPH
39-40 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20# L.L, 110-130 MPH
41-42 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25# L.L, 110-130 MPH
43-44 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30# L.L, 110-130 MPH
45-46 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40# L.L, 110-130 MPH
4748 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50# L.L, 110-130 MPH
49 ...........INSULATED ROOF PANEL ATTACHMENT DETAILS
50 ...........SNOW DRIFT DESIGN
ATTACHMENT CHANNEL
ALUMINUM SEE DETAIL
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
* SQ. POSTS, SIZE VARIES
SOLID,PANEL STRUCTURES
CEIVGry O
Qiltt �U
ND ryE P, j BEL" Rt VARIES
ECrIOkS SAN ,
OPTIONAL: CANTILEVER BEAM
SEE SCHEDULE FOR
POST SPACING =
5r r
�F S\ED N
ATTACHMENT III ALTERNATE:
MAY BE USED IIIUI SINGLE POST
WHERE PERMITTED. SEE SCHEDULE
SEE SCHEDULE
MAX. HT.= 12' NOTE: NO SPLICE AT THIS
POST AND AT END BAYS.
FOOTING WHERE REQUIRED
SEE'SCHEDULE
FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION
* SEE SHT. 10 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2"X 6 1/2" SIDE PLATES.
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS ��
0
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE -�
SQ. POSTS, SIZE VARIES
31/2" SLAB
MAY BE USED
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
OF S'N.
ARE VARIES
SEE 'gC//VG
SCyEDV;ES
ALTERNATE.
SEE SCHEDULE FOR
POST SPACIN
Oy rO
25j O Or .
SINGLE POST
SPMIED
SEE SCHEDULE
Sy NOr
ALTERNATE:
NOTE
O SPLICE AT THIS
SINGLE POST
POST j
D AT END BAYS.
BEAM
FOOTING WHERE REQUIRED---/ -- -
SEE SCHEDULE FOR NOTE: EACH COMPONENT IS INTER -
1/2 x 9" STEEL ROD
FOOTING CUBE SIZE CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/ CANTILEVER OPTION
___,Ml iNLLUMUAPMO 0195\412-13W►PMO PATIO COVER 11-15-131.dwg, 11/27/2013 937:42 PM, Tabloid
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
ATTACHMENT CHANNEL
SEE DETAILS
MIN. 0.25" SLOPE PER FT.
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
* SQ. POSTS, SIZE VARIES
31/2" SLAB
ATTACHMENT
MAY BE USED
WHERE PERMITTED.
SEE SCHEDULE
MAX. HT.= 12'
FOOTING WHERE REQUIRED
SEE SCHEDULE
FOR FOOTING CUBE SIZE
OF
NOTRUO�RE V
pRo , BF �Ese ,.'SES
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION
SEE SHT. 10 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2" X 6 1/2" SIDE PLATES.
ALUMINUM
ROOF PANEL MIN. 0.25" SLOPE PER FT
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
SQ. POSTS, SIZE VARIES
3 1/2" SLAB
MAY BE USED
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
J
SEESCH�DCUC 3
SEESCHEDULE P ST SPACINGR
Sy NOr
ALTERNATE:
C}�
OF Sp EkCEED
SINGLE POST
SEE SCHEDULE
NOTE
O SPLICE A THIS
POST
fD AT END BOYS. �.
FOOTING WHERE REQUIRED — - --
SEE SCHEDULE FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER -
1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION
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- OPEN LATTfCE STRUCTURES . -
RAFTER, SEE TABLE
FOR SIZE
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LENGTH OF STRUCTURE VARIES
3 1/T SLAB ATTACHMENT
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FOOTING WHERE REQUIRED,
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NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
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MAY NOT BE COVERED.
FOOTING WHERE REQUIRED,
,-, _
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE'
TYPE "F" ATTACHED MULTISPAN LATTICE
STRUCTURE
;
*SEE SHT. 10 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2" X61/2- SIDE PLATES. _
*SEE SHT..10 FOR MINIMUM NUMBER OF_REQUIRED._COLUMNS_WHEN_USING2"_X-61/2" SIDE-PLATES.---.
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JsersldelllDocuments\DURALUMWMO 0195\9-12-13VAPMO PATIO COVER 11-15.13 1.dwg, 11,27/20139:43:51 PM, Tabloid
SOLID PANELS SPANS F
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FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
-. FIGURE -INDICATES
FREESTANDING
NOTE 1: WHERE MULTIPLE SPANS OCCUR MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1, SHEET 1.
___,nURALUMMAPMO 019519-12-13\IAPMO PATIO COVER 11-15-131.dwg, 112712013 9:46:47 PM, Tabloid
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FOOTNOTE: "SAMPLE"
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NOTE 1: WHERE MULTIPLE SPANS OCCUR MULTIPLY
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___,nURALUMMAPMO 019519-12-13\IAPMO PATIO COVER 11-15-131.dwg, 112712013 9:46:47 PM, Tabloid
12"x
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___,nURALUMMAPMO 019519-12-13\IAPMO PATIO COVER 11-15-131.dwg, 112712013 9:46:47 PM, Tabloid
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___,nURALUMMAPMO 019519-12-13\IAPMO PATIO COVER 11-15-131.dwg, 112712013 9:46:47 PM, Tabloid
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040
9'$' 9'$' 9'$' 9'$• 9'$• 9 $'
9'-T 9'-6" 9'$' 9'-3' 9'-3' 9'-1'
.040
11'-T 11'-T 11'-T 11'-T 11'-T 11'-T
11'$' 11'3' 11'-3' 11'-1" 11'-1' 10'-9'
-- -
6'-11''
6'-11'
6'-11•
6'-11'-
6'_11"
6'-11•'
6'-3-
6'_3-
6•_3•
6'-3- -
6•_3"
6'-3'
T4'
T4'
T4•. -
T4'
T4• ...
7.4"
o�m¢
.020
.020
.020
6'-11'
8'-9"
6'-11'
6'$'
6'$'
6'-6'
6'-3'
6'-3'
6'3'
6'-2'
6'-2•
6'-1'
T4•
T-3'
T-3'
T-2'
T-2'
T-1"
50
50
50
u��
o O
.024
7. T$" T$' T$' T$' T$"
T$' T$' T$" T -T T -T T4"
.024
6'-10' 6'-10" 6'-10' 6'-10" 6'-10" 6'-10"
6'-10" 6'-10' 6-10" 6'$' 6'-9' 6'-T
.024
9'-3" 9'-3" 9'-3' 93' 9'3' 9'-3'
8'-1' 8'-0' 8'-0' T-10' T-10' T$'
032
-10' 8'-10" 8'-10" 8'-10" 8'-10" 8'-10"
8'.032
032
T-10" T-10" T-10' T-10' T-10" T-10•
9'-3' 9'-3' 9'-3' 9'3' 9.3'
8'-10•
8'-9'
8'-9'
8'-T
8' 6'
8 $'
T-10'
T-9'
T-9'
T$'
T$'
T -T
9'-3'
9'-3"
9'3'
9'-1'
9, 'r
LLI
_
9'-9'
9'-9'
9'-9"
9'-9'
9'-9'
9-9'
8'$'
8'$'
8'$•
8'$'
8'$"
8'$'
104'
10' 4'
10'4'
104'
10'4•
N
040
.040
.040
9'-9"
9'-9'
9'-9'
9'-7•
9'-T
9'4'
8'$'
8'$"
8'$'
8'$'
8'-T
8'4'
10'4"
10 4•
. 10'4'
10'-Y
10'-2'
RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS
0.024• 6.s
0.03Y
0.04T
F -2. r- I —2. -- 3-0'
* 3"x8" RAFTER * 2"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS
ALUM. ALLOY 30044K36 OR ALUM. ALLOY 3004+136 ALUM. ALLOY 30044136 OR
EQUAL OR EQUAL EQUAL
* 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.
110/120/130 MPH
TABLE - CLEAR SPAN (FT.)
Ir
o
2" X 6 1/2" RAFTER
8
3" x 8" RAFTER
z
acWi
11
12
13
14
15
16
L.L.=
"T"
110
MPH
110 MPH
120 MPH
130 MPH
MPH
�*
a w
EXP. B1
EXP.0
EXP, B
EXP.0
EXP. B
EXP.[
EXP.[
(IN.)
N o
10
14'-2"
14'-2"
26'-3"
26'-3"
26'-3"
25'-8"
25'-9"
24-4-
16"
8
16"
9
10
10
11
11
12
2' 5
1 4'-10"
14'-10"
14'-10"
14'-10"
14'-10"
13'-9"
9
.024
10
.042
11'-T
21'-6"
21'-6"
21'-6"
21'-0"
21'-1"
19'-10"
7
8
24"
9
24"
10
10
11
11
12
12
13
11'-7"
11'-7"
21'-6"
21'-6"
21'-0"
21'-6"
21'-6"
21'-0"
10
18'-0"
18'-0"
21'-10"
1'-10"
21'-10"
21'-6"
21'-7"
21'-0"
16"
5" -
16"
_
_
_
11
11
12
12
18'-0"
18'-0"
21'-10"
21'-10"
21'-10"
21'-10"
21'-10"
21'-10"
20
.042
18'-6"
17'-10"
7'-10"
17'-10"
17'-7"
17'-8"
IT -2.
25'-1"
24'-4"
24"
16'-7"
24"
16'-T
16'-3"
16'-4"
5'-10"
16"
14'-8"
14'-8"
17'-10"
17'-10"
17'-10"
1 T-10"
17'-10"
17'-10"
16'-7"
21'-9"
21'-9"
12'-2"
12'-2"
12'-2"
12'-1"
12'-1"
12'-0"
16"
24"
16"
21'-9"
21'-9"
21'-9"
21 "-9"21'-9"
12'-2"
12"-2"
.042
25
.042
17'-9"
12'-2"
12'-2"
17'-0"
16'-9"
24"
24"
21'-1"
21"-1"
21'-1"
21'-1"
17'-3"
17'-3"
1 T-9"
17'-9"
12'-2"
12'-2"
12'-2"
12'-2"
12'-2"
12'-2"
11'-9"
12'-2"
12'-2"
12'-2"
12'-1"
12'-1"
12'-0"
16"
16"
25'-6"
25'-1"
25'-2"
24'11"16""
024
30
.042
11'-9"
11'-9"
11'-9"
25'-6"
12'-2"
12'-2"
12'-2"
12'-1"
12'-1"
12'-0"
0'-10"
20'-6"
24"
20'-0"
24"
9'-8"
9'-8"
12'-2"
12'-2"
12'-2"
12'-2"
12'-2"
12'-2-
15'-0"
15'-0"
10'-7"
10'-7"
10'-7"
10'-7-
10'-7"
10'-7"
16"
16"
9'-3"
40
.042
15'-0"
10'-7"
10'-7"
r 10'-7"
10'-7"10'-7"
20
10'-7"
10'-7'
10'-7"
10'-7"
10'-7"
10'-7"
10'-7"
9'-3"
9'-3"
9'-3"
9'-3"
24"
9'-3"
11'-8"
11'-8"
11'-8"
11'-8"
1
16"
10'-7"
10'-7"
10'-7"
10'-7"
10'-7"
10'-7"
8"
11'-8"
8'-7"
8'-7'
8'-T"
8'-7"
8'-7-
11-8"
11'-8"
16"
01'-8
24"11'-8"
50
.042
8'-7"
8'4-
8'-7"
8'-7"
8'-7"
8'-7"
8'-8"
8'-8"
8'-8"
8'-8"
8'-8"
8'-8"
14'-8"
14'-2"
24"
24"
14'-1"
14'-1"
14'-1"
1 4'-1"
14'-1"
8'-8"
8'$"
8'-8"
8'-8"
8%8
8'-8"
0.024• 6.s
0.03Y
0.04T
F -2. r- I —2. -- 3-0'
* 3"x8" RAFTER * 2"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS
ALUM. ALLOY 30044K36 OR ALUM. ALLOY 3004+136 ALUM. ALLOY 30044136 OR
EQUAL OR EQUAL EQUAL
* 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.
110/120/130 MPH
FOOTNOTE: 'SAMPLE"
FIGURE INDICATES
ATTACHED f�-
FIGURE INDICATES
FREESTANDING
EXP. B & C
z ui DBL. 2" x 6 1/2" RAFTER
L.L.= . 'T" a v 110 MPH 120 MPH 130 MPH
(PSF) (IN.) o EXP. B I EXP.0 EXP. B EXP.0 EXP, B EXP.0
.024
10 1 .032
KfLpa
.024
20 1 .032
.042
.024
25 1 .032
TRIBUTARY WIDTH
TABLE - CLEAR SPAN (FT.)
O.H. 6
2" X 6 1/2" RAFTER
8
9
z
acWi
11
12
13
14
15
16
L.L.=
"T"
110
MPH
120
MPH
130
MPH
(PSF)
(IN.)
N o
EXP. B
EXP.0
EXP. B
EXP.0
EXP. B
EXP.[
9
10
10
14'-2"
14'-2"
14'-1"
13'-10"
13'-10"
12'-8"
7
7
16"
8
9
9
10
10
11
11
12
2' 5
1 4'-10"
14'-10"
14'-10"
14'-10"
14'-10"
13'-9"
9
.024
10
11'-7"
11'-T
11'-T
11'-4"
11'-4"
10'-4"
3' -
7
7
8
24"
9
9
10
10
11
11
12
12
13
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
11'-3"
9
10
10
18'-0"
18'-0"
18'-0"
1 T-7"
17'-8"
16'-10"
14
14
16"
5" -
_
_
_
_
11
11
12
12
18'-0"
18'-0"
14
14
15
15
10
.032
18'-6",
18'-6"
18'-6"
14'-4"
14'-6"
16'-10"
25'-1"
25'-1"
25'-1"
24'-4"
24"
16'-7"
16'-T'
16'-T
16'-3"
16'-4"
5'-10"
16"
14'-8"
14'-8"
14'-8"
14'-8"
14'-8"
14'-4"
16'-7"
16'-7"
21'-9"
21'-9"
21'-9"
21'-3"
21'-4"
20'-6"
13'-4"
13'-4"
16"
24"
21'-9"
21'-9"
21'-9"
21 "-9"21'-9"
21'-2"
.042
21'-1"
17'-9"
17'-9"
17'-9"
17'-4"
17'-0"
16'-9"
24"
21'-1"
21"-1"
21'-1"
21'-1"
17'-3"
17'-3"
1 T-9"
17'-9"
17'-9"
17'-9"
17'-9"
17'-3"•
11'-9"
11'-9"
11'-7"
11'-8"
11'-3"
17'-3"
17'-3"
16"
25'-6"
25'-1"
25'-2"
24'11"16""
024
11'-9"
11'-9"
11'-9"
25'-6"
91-8"
9'-8"
9'-8"
9'-6"
9'-7"
9'-3"
0'-10"
20'-6"
24"
20'-0"
24"
9'-8"
9'-8"
9'-8"
9'-8"
9'-8"
9'-8"
15'-0"
15'-0"
15'-0"
14'-9"
14'-9"
14'-4"
16"
9'-3"
15'-0"
15'-0"
15'-0"
15'-0"
15'-0"
15'-0"
20
.032
12'-3"
12'-3"
12'-3"
12'-1"
12'-2"
11'-9"
9'-3"
9'-3"
9'-3"
9'-3"
24"
9'-3"
11'-8"
11'-8"
11'-8"
11'-8"
1
16"
12'-3"
1"2'-3"
12'-3"
12'-3"
12'-3"
12'-3"
8"
11'-8"
18'-1"
18'-1"
18'-1"
1 T-9"
17'-10"
17'14"
11-8"
11'-8"
16"
01'-8
24"11'-8"
18'-1"
18'-1"
18'-1"
11'-8"
11'-8"14'-1"
.042
14'-9"
14'-9"
14'-9"
14'-7"
14'-8"
14'-2"
24"
14'-1"
14'-1"
14'-1"
1 4'-1"
14'-1"
14'-0"
14'-9"
14'-9"
14'-9"
14'-9"
14'-1"
24"
6'-3"
6'-0"
6'-3"
6'-3"
6'-3"
6'-3"
14'-2"
16"
13'-10"
6'-3"
6'-3"
6'-3"
6'-3"
6'-3"
6'-3"
.024
6'-3"
6'-3"
6'-3"
6'-3"
6'-3"
6'-3"
24"
6'-3"
6'-3"
6'-3"
6'-3"
6'-3"
6'-3"
8'-4"
8'-4"
8'-4"
8'-4"
8'-4"
8'-4"
16"
25
8'4"
8'-4"
8'-4"
8'1l"
8'-4"
8'-4"
.032
8'-4',
8'4"
8,-4n
8,-4w
8-4w
24"
8'
8'-4"
8'-4"
8'-4"
8'-4-
8'.4"
101-1"
16'.
042
10'-1"
10'-1"
10'-1"
10'-1"
10'-1"
10'-1"
10'-1"
10'-1"
10'-1"
10'-1"
10'-1"
24"
10'-1"
10'-1"
10'-1"
10'-1"
FOOTNOTE: 'SAMPLE"
FIGURE INDICATES
ATTACHED f�-
FIGURE INDICATES
FREESTANDING
EXP. B & C
z ui DBL. 2" x 6 1/2" RAFTER
L.L.= . 'T" a v 110 MPH 120 MPH 130 MPH
(PSF) (IN.) o EXP. B I EXP.0 EXP. B EXP.0 EXP, B EXP.0
.024
10 1 .032
KfLpa
.024
20 1 .032
.042
.024
25 1 .032
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
1 6
7
7
8
8
9
9
10
'10
11
11
1 12.
12
13
3' -
7
7
8
8
9
9
10
10
11
11
12
12
13
13
14
4' -
-
-
9
9
10
10
11l
11
12
12
13
13
14
14
15
5" -
_
_
_
_
11
11
12
12
13
13
14
14
15
15
16
__m.q\DURALUMVAPMO 01951412-13UAPMO PATIO COVER 11-15-13 1.dwg, 11/272013 9:50:53 PM, Tabloid
PROJECTION
O.H. i
SPAN 1
TRIBUTARY TRIBUTARY=
I WIDTH 1/2 SPAN + O.H. /
A NOTE: TRIBUTARY ON MULTIPLE SPANS IS
.—I EQUAL TO CENTER SPAN TO CENTER SPAN
O
Z
a
w
w
Z
zi
W r
W A
H
O�
Wg6co
a°zZ
0
wo
ma
a. w
U Z O
� J ZQU
0 U K
W
0
U
la �
m j
LL U
tAUrm
a?W�
W 6
on
0
o�Z�
U�aN
m
aoios
w
e
0
Wm
zo
mLou
Zo
Q2 � lil W
Q Q U
oom¢
19'-10"
19'-10"
19'-10"
19'-6"
19'-7"
1r-10.
16"
10"
19'-10"
19'-10"
19'-10"
10"
19'-4"
16'-3"
16'-3"
16'-3"
15"-10"
16'-0"
14'-7"
24"
16'-3"
16'-3"
16'-3"
16'-3"16'-3"5'-10"
25'-3"
25'-3"
25'-3'
24'-9"
4'-10"
23'-9"
16"
25'-3"25'-3"25'-3"
25'-3"
25'-3"
24'-8"
20'-8"
20'-8"
20'-8"
20'-3"
20'-4°
19'-6"
24"
20'-8"
20'-8"
20'-8"
20'-8"
20'-8"
_
20'-2
30'-8"
30'-8"
30'-8"
9'-10"
30'-1"
28'-9"
16"
30'-8"
30'-8"
30'-8"
29'-10"
25'-1"
25'-1"
25'-1"
24'-0"
24'-7"
23'-T
24"
25'-1"
25'-1"
25'-1"
24'-4"
16'-7"
16'-T'
16'-T
16'-3"
16'-4"
5'-10"
16"
16'-7"
16'-7"
16'-7"
16'-7"
16'-7"
13'-7"
13'-7"
13'-7"
13'-4"
13'-4"
13'-0"
24"
21'-1"
21'-1"
20'-9"
0'-10"
20'-2"
16"
21'-1"
21"-1"
21'-1"
21'-1"
17'-3"
17'-3"
17'-3".
17'-0"
17'-1"
16'-0"
24"
17'-3"
17'-3"
17'-3"
17'-3"
17'-3"
17'-3"
25'-6"
25'-1"
25'-2"
24'11"16""
25'-6"
25'-6"
25'-6"
25'-0"
W26-6"26-6"
0'-10"
20'-6"
20'-7"
20'-0"
24"
0"
20'-10"
20'-10"
20'-10"
20'-10"
9'-3"
9'-3"
9'-3"
9,3
16"
9'-3"
9'-0"
9'-3"
9'-3"
9'-3"
9'-3"
9'-3"
24"
9'-3"
9'-3"
9'-3"
9'-3"
9'-3"
9'-3"
11'-8"
11'-8"
11'-8"
11'-8"
1
16"
8"
11'-8"
11'-8"
11'-8"gV-8"
11-8"
11'-8"
11'-8"
01'-8
24"11'-8"
11'-8"
11'-8"
11'-8"
11'-8"14'-1"
14'-1"
14'-1"
14'-1"
14'-1"
16"
14'-1"
14'-1"
14'-1"
1 4'-1"
14'-1"
14'-0"
14'-2"
14'-2" 114'-2'--114'-l"
14'-1"
13'-10"
24"
14'-2"14'-2"
14'-2"
14'-1"1"
13'-10"
PROJECTION
O.H. i
SPAN 1
TRIBUTARY TRIBUTARY=
I WIDTH 1/2 SPAN + O.H. /
A NOTE: TRIBUTARY ON MULTIPLE SPANS IS
.—I EQUAL TO CENTER SPAN TO CENTER SPAN
O
Z
a
w
w
Z
zi
W r
W A
H
O�
Wg6co
a°zZ
0
wo
ma
a. w
U Z O
� J ZQU
0 U K
W
0
U
la �
m j
LL U
tAUrm
a?W�
W 6
on
0
o�Z�
U�aN
m
aoios
w
e
0
Wm
zo
mLou
Zo
Q2 � lil W
Q Q U
oom¢
Users\delPDocumerm\DURALUM\IAPMO 019519-12-13\IAPMO PATIO COVER 11-15.13 1.dwg, 11/27/2013 9:48:47 PM, Tabloid -
�s
MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER
- - FOR ATTACHED AND FREESTANDING SOLID COVERSuj
Users\delPDocumerm\DURALUM\IAPMO 019519-12-13\IAPMO PATIO COVER 11-15.13 1.dwg, 11/27/2013 9:48:47 PM, Tabloid -
MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER
- - FOR ATTACHED AND FREESTANDING SOLID COVERSuj
_
W
= -TABLE 1 -
- -TABLE 2
TABLE 3
Zz�
(2)'2"x6 %2" AND
WALL HANGER, 3"x8" AND
EXTRUDED AND 3"x8" WITH
-
6 %2" ROLL FORMED HEADERS
STEEL HEADERS
STEEL
INSERT HEADERS
_ - _
a
a
NUMBER OF NO. 14 TEK OR SMS SCREWS
NUMBER OF NO.14 TEK OR SMS SCREWS'NUM_
BER OF NO. 14 TEK OR SMS SCREWS
PER FOOT,OF HEADER LENGTH
PER FOOT OF WALL HANGER AND HEADER LENGTH
PER FOOT
OF HEADER LENGTHW
o
-
a 0.
110 MPH 120 MPH 130 MPH
110 MPH 120 MPH 130•MPH _
1.10 MPH
120 MPH 130 MPHto
�' '
~
Q
EXP. B. EXP. C EXP. B EXP.. C EXP. B EXP. C
EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C
EXP. B EXP. C EXP. B EXP. C EXP. B EXP. Co
1-0
5
1 2 2' •2 2 2
S
1 1 1 2 2 2
5'
1 1- 1 1 1 1
2 2 2 2 2 2'
1 2 .2 2 - 2 2
-�1 . 1.
1 = 1 1
2
W
'
6
2 2 2 2 2 2
6
1 2 2 2 2
6`.
1. 1 1 1 1 2 1 •1 2
2 2 2 2 2 3
2 2 2 2? 2 2
1 1
2
2 2 2 2 2 3
7
P--2 2 2 2 2 2
T.
1. �•
1 2
u-_
�a
2 2 2 3 3 3
2 2 2 2 3
_1 1- 1 .2 2
2 2:
8•
2 2 2 3 3 .3
8•
2 2 2 2 2 3
18�:
1 1' 1' 2 2 2
--2'
.
2 3 3 3• 3 3
2 2 2 .3 3 3-
1 2
2 2
2
00
�o
o�
-'
9,
2 2 .2 2 3 3 3
9,
2 2 2.3 .3 3' 3
g�
1. 2 2 2
2-2 ?
3 3 3 3 4
�2 3 •3 ,3 3
2.
2 2 2
2
n
00
<3
:..
10.
-2= -3" �3 ' 3• 3 42
10,
2 2. -3 3�' 3
10'
:1. 2 2 2 " 2 .1 '
3 3 3.= 4' 3.. .4
2 2 2 3' 3 3,
2 2
2 2 2
3
Wp
�_
2 3 3 3 3 ` 4
11 �•
2 3 3 3 3 4
11�
2 2 2 2 2 2
-2- -2-
_
--3- - •4 5
_2 , 3- 3 - 3' � °3 : ,:4..
._2�
-2� 2.
3
3 3 34 4 4
2 3 3 3 3' 4
2' 2� 2. -3 ' 2 3
12-
3 4 4 4 4 5
12
2 3 3 2 2. 4
12�
2 2
3 2
3,
12 R
W
13,;
3 3 3 4 4 5
13,
2 22 2 2 3
13,
2= 2 2 2- 2 3
3 4. 4. 5 4', 5
3t---3— 3 4 3 4
2 2
2 3 3
3
<m
- -
FOOTNOTE: "SAMPLE"
D LL
FIGURE INDICATES ATTACHED
Z
FIGURE INDICATES FREESTANDING
E
8
Q E
= FAN. BEAM
r-
P
•
U,
I. -U
FAN
FAN BEAM (19'-0" MAX SPAN)
'00 LL
uJ
82 u c
FAN BEAM
FAN BEAM
J
a
m
a 0 m 8
HEADER
z CEILING FAN AND/ T=.075" 2 1/2- z 112- 2 1 fT
ILc
OR LIGHT
FIXTURE n'P-
U)
X
UJ
( MAX. 30 Ibs.)
_
`
'
#12 S.D.S. SCREW
W Z
R Z ®
Z •• o
`
#14 x 3 1/2"
AT BEAM
S.D.S. SCREW
AT HANGER CHANNEL
FAN
BEAM
ALUM. ALLOY 6063-T6 ATTACHMENT AT HEADER
ATTACHMENT AT HANGER CHANNEL
NOTE 1: WHERE MULTIPLE SPANS OCCUR MULTIPLY
,: O
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1, SHEET T-1.
;.
a tit
uE
•
i
1
t=
Users\delPDocumerm\DURALUM\IAPMO 019519-12-13\IAPMO PATIO COVER 11-15.13 1.dwg, 11/27/2013 9:48:47 PM, Tabloid -
SPLICEnom/ un
WHERE
OCCURS I II
I II
0.075 I I
- - TYP. - d u
A MAG BEAM
ALUM. ALLOY
6063-T6
F�2.0•� 3.0•
MAx
DPALUM. BL. 2"x6.5"x0.032" ALLOY 3004-H36
OR EQUAL • .
6.5" ROLLFORM
BGUTTER FASCIA
ALUM. ALLOY
3004-H36
T=12 OR
14 GA.
ASTM
GRADE 50
.047
TYP.
HEADER B
SPLICE
WHERE
OCCURS
;40'
0.070'
TYP.
3.0'
r, 4" I -BEAM
ALUM.ALLOY
6063-T6
.1 3"x8"x0.042" BEAM
ALUM_. ALLOY 3004-H36
OR EQUAL
.032'
ALUM.
MAX.
HT.=10'
B3" SQ. ALUM POST
ALUM. ALLOY 3004-H36
%M TYPES
r_i mrco
r, 4.5" MAG GUTTER
v ALUM. ALLOY
6063-T6
3.0'
MAx
3"x8"x0.042"BEAM(g��AL UM. ALLOY 3004-H36
OR EQUAL
I I ss
.040' ALUM. _
.oas• sTEEL
.28' 3.0•
�3.0•-moi
(r SQ. ALUM. POST
ALUM. ALLOY 3004-M-6-
3" SQ. STEEL POST
F ASTM A500GR.B (Fy=46ksi)
A1111
0.024•
0.032'
PLASTIC
PLUGS
E 3" SQ. STEEL BEAM
ASTM A653 GRADE 40
7
will
3"x8"x0.042" BEAM
L W/ 14 GA. STL. INSERT
ASTM GRADE 50
3"x8"0.042" BEAM
W/ 12 GA. STL. INSERT
ASTM GRADE 50
#10 SMS
aQ 24' O.1
EA. SIDE
3" SQ. ALUM. POST
DWITH SIDEPLATES
ALUM. ALLOY 3004-H36
OR EQUAL
I0.075'
TYP.
0.37
I---3.0' I p,�----J-3.0'-moi
SPLICE
DBL. 3"x8"0.042" BEAM
WHERE
W/ DBL. 14 GA. STL. INSERT
�v
OCCURS
ALUM. ALLOY 3004-H36
OR EQUAL
DBL. 3"x8"x0.042" BEAM
IOTE. ER BEAM TOP AND
ACH HEADER SHALL BE CUT AT
W/ DBL. 12 GA. STL. INSERT
y
IOTTOM FLAN
OTT M p OR COLUMN WHERE 3
OCCUR. 00 NOT
ALUM. ALLOY 3004-H36
OR EQUAL
JR MORE COLUMS
FLANGES AT END COLUMNS.
,UT 12-13UAPM0 PATIO COVER 11-15 131.d g,1127/2013 9x7:11 PM, Tabloid
. _..,AALUMWMO 019519
HEADER B
SPLICE
WHERE
OCCURS
;40'
0.070'
TYP.
3.0'
r, 4" I -BEAM
ALUM.ALLOY
6063-T6
.1 3"x8"x0.042" BEAM
ALUM_. ALLOY 3004-H36
OR EQUAL
.032'
ALUM.
MAX.
HT.=10'
B3" SQ. ALUM POST
ALUM. ALLOY 3004-H36
%M TYPES
r_i mrco
r, 4.5" MAG GUTTER
v ALUM. ALLOY
6063-T6
3.0'
MAx
3"x8"x0.042"BEAM(g��AL UM. ALLOY 3004-H36
OR EQUAL
I I ss
.040' ALUM. _
.oas• sTEEL
.28' 3.0•
�3.0•-moi
(r SQ. ALUM. POST
ALUM. ALLOY 3004-M-6-
3" SQ. STEEL POST
F ASTM A500GR.B (Fy=46ksi)
A1111
0.024•
0.032'
PLASTIC
PLUGS
E 3" SQ. STEEL BEAM
ASTM A653 GRADE 40
7
will
3"x8"x0.042" BEAM
L W/ 14 GA. STL. INSERT
ASTM GRADE 50
3"x8"0.042" BEAM
W/ 12 GA. STL. INSERT
ASTM GRADE 50
#10 SMS
aQ 24' O.1
EA. SIDE
3" SQ. ALUM. POST
DWITH SIDEPLATES
ALUM. ALLOY 3004-H36
OR EQUAL
I0.075'
TYP.
0.37
=3"SQ.xt=0.188"
SPLICE
T=0.125'
WHERE
ALUM.
OCCURS
ALLOY
6063-T6
i'
7
0.110'
TYP.
7" I -BEAM
ALUM. ALLOY 6063-T6
W/ (1) "C" INSERT
ALUM. ALLOY 6063-T6
H W/ 2 "C" INSERTS
ALUM. ALLOY 6063-T6
E MAG POST
ALUM. ALLOY
6063-T6
SQ. STEEL POST
ASTM A500 GRADE B
=3"SQ.xt=0.188"
=3"SQ.xt=0.250"
=3"SQ.xt=0.313"
IH
=4"SQ.xt=0.188"
=4"SQ.xt=0.250"
E MAG POST
ALUM. ALLOY
6063-T6
SQ. STEEL POST
ASTM A500 GRADE B
.Users\dell\DowmenlslDURALUMWMO0195L412-1311APMO PATIO COVER 11-15-13 /.dwg, 11/27/2013 9:52:38 PM, Tabloid
L_ COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS
'T BRACKET
@ 3 -SQ. POST W/
3"SQ. POST (2W2 SMS EA.
SIDE OF POST OR
1/4" M.B. THROUGH
' POST
(2)-1/4"0 POWERS WEDGE -
BOLTS+, OR EQUAL, EACH
BRACKET TO SLAB.
MINIMUM DISTANCE TO
EDGE OF SLAB = 4" OR
TO CRACK = 10"
(1 %" MIN. EMBEDMENT)
SLAB SHALL BE IN
GOOD CONDITION
3 1/2" MIN.
7 EXISTING SLAB
_...--------- -...-
ALUM. ALLOY 3.00" OR
6063-T6 j 2.40"—
� � 1.375"
0 0 , 75„
___�
1.60"
�0��"
1.090" TYP.
INSTALL 1Y" x 1Y2" x Ye" HDG
WASHER PLATE AT ANCHORS
FOR 130 MPH
ALUM "T BRACKET
7/16"0 HOI.
FOR 3/8'W
ASTM GRADE 36 STEEL
INSTALL %"x 1Y" x Y" HDG
WASHER PLATE AT ANCHORS
.15T-
TYP_
USE FOR XOR 4"
STEEL POSTS
Alsers1de111Documents\DURALUMIIAPMO 0195 9-12-1
q 2- 5/16"0
3' SQ. POST
SEE NOTES BELOW
ALUM.-rBRACKET USE WITH
POST TYPE B,C,D, OR E.
STEEL'T"BRACKET USE WITH
_POST TYPE B,C,D,E'F,G,H,J OR K
ALUM.'f'BRACKETi'.
USE (2 3/8'0 HILTI
KWIK 1OLTS OR EQUAL
STEEL.`rBRACKET:
USE (2}3/8"0 HILTI KWIK
BOLTS OR EQUAL
2 %* EMBEDMENT DEPTH
FOR KWIK BOLTS)
�IIIII�I I
POURED CONCRETE
FOOTING SEE NOTE
FOR SIZE
SEE FOOTING
SCHEDULE QU
IN BEAM SPAN TABLE
O3" SQ. POSTS TO CONC. FOOTING
NOTES:
1. DO NOT USE ALUM. "T"
BRACKET WITH 3X8 BEAM
W/INSERT, MAG BEAM, 4" OR
7" I -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE.
2-XYa"X5J/2"AT
STEEL -r BRACKET.
3. POST TYPE F
DO NOT USE STEEL "r
BRACKET W/7' I -BEAM.
STEEL "T" BRACKET
PATIO COVER 11-15-131.dwg,11/27/201310:18:18 PM. 11 x 17
0
2 FLANGES
2 1/8" APART
BASE FLARES
TO 3"WIDE EA.
SIDE OF FLANGES
FOR 3" POST,
4" WIDE FOR 4" POST
1-7/16"0 HOLE
& 2-3/8" HOLES
TYP. EA. SIDE .
STEEL POST ONLY:
USE POST TYPE
F, G, H, J OR K
1/2 DEPTH OF
Q
m
2"X6.5"X0.032" SIDE PLATES
FOOTING OR
I I
130 MPH
12" MIN. EMBD.
I
EXP. B
EXP. C
EXP. B
LU
5'
. I•
2
2
i
U- JI_
Z
3
6!
EOw W
(1 1/2"OM.B.
��°
uai
x3" LONG 1
'
a. co a�
FROM END
3
3
OF POST
3
z
POURED
3
SQUARE, SEE FTG.
CONCRETE
4
SCHEDULE IN BEAM
FOOTING
V.
SPAN TABLE
POST EMBED.
O9SQUARE
INTO FOOTING
4
MINIMUM NUMBER OF REQUIRED
COLUMNS FOR ATTACHED COVERS
Q
m
2"X6.5"X0.032" SIDE PLATES
110 MPH
120 MPH
130 MPH
EXP. B
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
5'
2
2
2
3
3
3
6!
2
3
3
3
3
4
7`
2
3
3
4
3
4
8a
3
3
3
4
4
5
V.
3
4
4
4
4
5
10'
3
4
4
5
5
6
11;.
4
4
4
5
5
6
12'
4
5
5
6
5
7
13'
4
5
5
6
6
7
a
2"X6.5"X0.042" SIDE PLATES
m
110 MPH
120 MPH
130 MPH
� a'
EXP. B
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
5'
2
2
2
2
2
3
6,,
2
2
2
3
2
3
T
2
2
2 1
3
3 1
3
8'
2
3
3
3
3
4
9'
2
3
3
4
3
4
10'
4
3
3
4
4
5
11'
3
3
4 1
4
4 1
5
12'
3
4
4
5
4
5
13'
3
4
4
5
5
6
NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS
AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES
2. SEE SHEET FOR ALTERNATE LATERAL BRACING
SYSTEM FOR ATTACHED COVERS.
(3)-5/8"0 BOLTS
FOR POST TYPE J & K
(2)-1/2"0 BOLTS
FOR ALL OTHER
CONDITIONS
T.O.C.
A572 STEEL
3116- V \
3' SQ. POST (STL.) --�
OR FLUTED
OR 4" SQ. POST (STL.)
INSERT -
PL.5/8'TH K.
1 112"
16" INSERT
x 0.188"
ASTM A36
STEEL
1/2"
WELDED STEEL BASE PLATE UO
BASE PLATE SCHEDULE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 7
9" SQ. x 5/8" 1 B, C, D, F, G, H, J, & K
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE I ANCHOR BOLTS (SIZE & TYPE)
(4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
9"x9"x 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL
(4 3/4" EMBEDMENT DEPTH)
ATTACHED
ALTERNATE FTG.
. ATTACHED ONLY
FOOTING & ANCHOR BOLTS
CUBE SIZE
SQ, 16• DEEP
• CUBE FTG.
FOOTING SIZE
SINGLE POSTS
EMBED.
18" 18" SQ. 12"
BOLTS
20"
21" SQ.
12"
23' & 24' CUBED
(2)-1/2-0
31/4•
22'
25" SO.
16"
25"- 30' CUBED
(4).1/2'0
31/4'
24" 28" SQ. 20'
26"
32' SQ.
23"
31"- 34' CUBED
(4)-W*O
4-
28"
35" SO.
25"
35"- 39' CUBED
(4}3/4'0
a 3/a•
W. 39' SQ. 28'
32"
43" SQ.
30"
40' - 47 CUBED
(4}314.0
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
W. 51" s0• 34"
38" 55" SO. 37'
40" 60' SQ. 39"
42" 64' SQ. 41"
44" 69" SQ. 43'
'CUBE FOOTING W/ 4' SLAB
NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
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Ir
w
z
U 0 o
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L, 100 w
0
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i
,I
LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS
AS AN ALTERNATE FOR ATTACHED COVERS, THE ROLL -FO
INSULATED ROI
LATERAL BRACING SYSTEM (LFRS) SHOWN BELOW INTERLOCKING SE
MAY BE USED ONLY FOR ATTACHED, SOLID -ROOFED
COVERS
COLUMN 1 : 3"x3"x0.032' W/ (2) 2"x6.5"x0.042". SIDE PLATES.
SEE eB AND T7
COLUMN 2.: PER SPAN TABLES
MINIMUM NUMBER OF REQUIRED
COLUMNS FOR ATTACHED COVERS
a
D - .
2"X6.5"X0.032" SIDE PLATES
110 MPH
120 MPH
130 MPH
EXP. B
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
5'
2
2
2
3
3
3
6'
2
3-
3
3
3
4
T
2
3
3.
4
3
4
8'.
- 3
3
3
4
4
5
9'
3
4
4
4
4
5
10'
3
4.
4
.5
5
6
11'
4
4
4
5
5
6
12'
4
5
1 5
1. 6
1 5
7
13':
4
5
5
6
6
7
a
m
-2"X6:5"X0.042" SIDE-PLATES.` .
110 MPH
120 MPH
130 MPH
EXP. B
EXP. C
EXP. B
EXP. C
EXP_ B
EXP. C
5'
2
2
2
2
2
3
6'
2
2
2
-3
2
3
7'
2
2
2
3
3
3
8'
2
3
3
3
3
4
9'
2
3
3
4
3
4
10'
4
3
3
4
4
5
11'
- 3
- - 3
-
12'
3
4
4
5
4
5
13'
3
4
4
5
5.
6
NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS
AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES.
._, _mn. ,rmenL4\DURALUM\IAPMO 0195\9-12-13VAPMO PATIO COVER 11-15.13 2.dwg,11282013 4:12:18 AM, 11 x 17
#14 SDS
O.C.
414 SMS @ 32' O.C. MAX
(4 MIN. PER PANEL INTERLOCK) J
OLL-FORMED
(2) # 14 SDS @ EACH PANEL. PANEL
8' FROM PANEL EDGE ..
O INSULATED ROOF O ROLL -FORMED PANEL
HANGER 2 INTERLOCKING SEAM
a
#14 SMS @ 32.O.C.
4 MIN. PER EACH JOINT
.--\
ALUMINUM S
TOP & BOTT. 0.024'
INSULATED ROOF PANEL
INTERLOCKING JOINT
O
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BEAM TO POST & LATTICE TUBE TO RAFTER .CONNECTION DETAILS
SPLICE DETAILS 11 BEAM TO POST DETAILS 12 BEAM TO POST DETAILS 13 =
SIMPLE SPLICE FULL MOMENT w
w
3' $" l'I1 3' 1' 1' 24' 8• OPTIONAL DECORATIVE FASCIA z
( WOOD, ALUM. OR HARDBORD) ( j Z o
? w N
(2)#10 S.M.&@ EA. w A
VALLEY, TYP. (12) - #14 x 12" S.M.S. EACH SIDE OF 3' I"-
#10 S.M.S. SQ. POST (8 -TOTAL) a c~i
(8 TOT. II #12 S.M.S. II ALTERNATE: 114'0 BOLT W/ WASHER U S
TYP. THICKNESS = .0356 � (24 TOT TYP. THICKNESS = .035" Ea SIDE OF T SQ POST N N �
Q J Q
II
a o
+ II + + ++ + + + + ++ w —_—__ J tz 0
it
m ro U
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 'O" t °' o v
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED 4E=__ __ I O 1 t0' O
NOTE. USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR I i I 150 i ¢ z
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS I —± v
SPLICES - ROLLFORMED & EXTRUDED FASCIAS
NOTCH I$EAM FLANGE 2-3s" 3• SQ. Posr W
I -BEAM ALUM ALLOY AS NEEDED TO CLEAR
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE SQ. POST,CONNECT WEB 0
3"--I THRUBOS
STL. GBEAM -BOLTS-
I TOTAL= (8)12"0 BOLTS @ 4- I -BEAM. 4-#•14 x t2' S.M.S. EACH SIDE OF 3"
SQ POST AND (3) - 5/8.0 THRU BOLTS SQ. POST 8 -TOTAL
SPLICE WHERE 4w
OCCURS
.070"
TYP.
ALUM. ALLOY
6063-T6
v✓ MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED.
4 ------ I
'
SPUCE WHERE
OCCURS
TYP.
ALUM. ALLOY
6063-T6
T 1 -BEAMS
1.00"
O �
2.00'
O O
O O
6 - #14 SDS
T -W
EA SIDE OF 3' SQ. POST
v✓ MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED.
4 ------ I
'
SPUCE WHERE
OCCURS
TYP.
ALUM. ALLOY
6063-T6
T 1 -BEAMS
ALTERNATE: 1/4"0 BOLT W/ WASHER
O 0
O O
6 - #14 SDS
T -W
EA SIDE OF 3' SQ. POST
FASTENER SPACING = 3/4"
�1 %�2" SQ. OR 2" LATTICE TUBE P1
2"x3" LATTICE TUBE P2
FASTENER TO RAFTER TAILS - SEE TABLE
OPTIONAL LATTICE TUBES
U3 x
LL a.
£
-
ROOF PANEL FASTENER 6 12'
UTTER FASCIA
v
3.125' FOR 3 x RAFTER
3.00' 3' SQ. POST MAG BEAM
R
.
OR 240"
3-50. STL. BEAM
L -S
N o
m a.
IL a
H - BRACKET TO POST (147
RAFTER "TAIL" TO GUTTER 15
O ��
c'
ALUM. ALLOY 3105-H25
OR 2'x3' LATTICE
#8 x 2'SMS, 21/2" @ 3' O.C. MIN.
ALUM. BRACKET X
g o a
Ow
OR 3 1/2", TYP. UP TO 6"O.C. MAX.
NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf
W 0
z
z2c
3" x 8" x .042" BEAM,
ROOF LIVE AND SNOW LOADS
x
STEEL POST
M G RFAMEL OR
w W l
— — — —
v✓ MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED.
4 ------ I
'
SPUCE WHERE
OCCURS
TYP.
ALUM. ALLOY
6063-T6
"L" FASTENERS
1'-0"
1.25"
O 0
i
4.5"
Ll
O 0
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EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES
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MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN FIGURE INDICATES
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mURALUMUAPMO 019519-12-13UAPMO PATIO COVER 11-15-13 1.dwg, 11/27/201310:3423 PM, 11 x 17
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* 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. 9 FOR ATTACHED COVERS
--Al I IMUAPMO 019519-12-13WMO PATIO COVER 11-15-13 2.dwg,112820131:45:59 AM, 11 x
7
8.0"
0.042"
rrP
3"x8"x0.042" BEAM
n ALUM. ALLOY 3004-H36
OR EQUAL
5'
3"x8"x0.042" BEAM
W/ 14 GA. STL. INSERT
ASTM GRADE 50
DBL. 3"x8"4.042." BEAM
W/DBL. 14 GA. STL. INSERT
L ALUM. ALLOY 3004-H36
OR EQUAL
ATTACHED & FREESTANDING LATTICE COVERS - 20# LIVE LOAD - 110, 120,130 MPH - EXP. B & C
3" SQ. STEEL BEAM
DBL. 2"x6.5"x0.032" � 3"x8"x0.042" BEAM
G n
o
D ASTM A653 GRADE 40
ALUM. ALL3004-H36 ALUM. ALLOY 3004-H36
x
OR EQUAL OR EQUAL
w
z
U .
FREESTANDING SOLID
ATTACHED SOLID FREESTANDING SOLID
}
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID FREESTANDING SOLID
}
o
: m N
MAX.POST FrG.
MIN.
MAX.POST �G
MIN.
POST POSTMIN.
MAX SPACING SPAC NG
FTG.
POST
SPACING POST SPAC NG FTG.
MIN.SPACING
SPACING
MAX.COL.
5 a
o_
F
(IN.)
=
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3
(SPAN) (IN.)
POST
(SPAN) (I"')
TYPE
FOR 3-x8'
6"
5
(IN.)
TYOPE FOR3-x8'8• (IN.)
TYPE
CC
2'Fxe 08032
ON SLAB *
a
2'x8 x080Li2'
2'xB SR'�Dm8032'
13'-7"5
6'-6" 15
B
6'-6" 26 F
11'-0" 11'x'
B
20 11'-0" 11'-4" 30
H.5'E
13'-7"
5'__.
6'-6" 15
B
6'-6" 25
F
11'-0" 11'x"
B
19 11'-0" 11'-4" 29
G
5'
a
6'-1" 15
'
6'-1" 26 F
10'-1" 10'-6"
6'-6" 15
21 10'-1" 10'-6" 31W
6'-6" 25
6'
11-0" 11-4"
M
"
21 11'-0" 11-4 30
H
6'-1" 15
o
6'-1" 27 G
10'-1" 10'-6"
11'4"
6'
6'-1" 15
B
6'-1" 25
F
10'-1" 10'-0"
C
19 10'-1" 10'-6" 28
G
6'
J W
m 0
C
22 '-4" 9'-0" 31
7
6'-1" 15
6'-1" 25
10'-1' 10'-6"
21 10'-1" 10'-0" 30
9'�" 9'-0"
,n
�
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9'-B"
7
5'-9" 16
B
5'-9" 26
F
'-4" 9'-0"
C
20 '-4" 9'-0" 28
G
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a c W.
oomtr
5•_g" 16
5'-9" 26
8'-9' 8'-0"
9'-4" 9'-0"
24 8'-9" 8'-0' 32
22 9'-4" 9'-0" 29
o g
7'_7„
9'
8'-6„
8'
5'-7" 16
B
5'_7„
227
H
8'-9" 8'-0"
C
222 8'-9„ 8' "
229
G
8'
~
5'-4" 7
5'-4" H
7•-1"
5,-7" 6
7.-1"
5•-7"
8,-9" 8'-0"
8'-9" 8'-0"
10'
5'-2" 17
uj
5'-2" 29 G
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9'
S'-4" 17
B
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H
8'-3". T-1"
21 8'-3" T-1" 29
G
9'
0
25 7'-10" 6'-4" 33
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5'-4" 17
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6'-2"
8'-3' 7'-1"
\i
23 8'-3' T-1" 29
T-6" 5'10" 5'-15'-10"
E
225 7•_6^7'-6" 5'-15•-10. 333
11'
6'-9"
10'
5'-2" 17
B
45'-90"__--
H
7'-10" 6'-0"
C
21 7'-1 6'-4" 29
G
10'
5'-8"
12'
S•_2" 17
C
H
4'-14'-10" 3
T-2'7,-2" 5._4"
T-10" 6'-4"
225 T-2"7,-2" 5._4„ 34
23 7'-10 6'-4" 29
12'
v>
8
33 3
5'-4"
5'-4" 34
N6'-2"
11'
5'_0„ 1
B
H
7'-6"7'-6" 5'-15'-10"
E
223 7' 6"7,-6" 5'-15'-10" 229
G
11'
.
5•-0" 17
5'-8"
12'
4'-14'-10" 188
B
4'_14'-10" 229
H
7'-2"7'-2" 5.4„
E
223 T-2"7'-2" 5•_4"
229
G
12'
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N
5'-4"
5'-4"
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ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID FREESTANDING SOLID
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SPACING
(IN.)
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13'-7-5
6'-6" 15
B
6'-6" 25
F
11'-0" 11'-4"
B
19 11'-0" 11'x" 29
G
,
5
6'-6" 15
6'-6" 27
11'-0" 11 4"
21 11'-0" 11'-4" 29
o
5
6'-1" 121
B
6'-1" 25 F
10'-1" 10'-6"
C
20 10'-1" 10'-6" 29
G
6,
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OT
N
-
6'-1" 15
6'-1' 26
10'-1" 10'-0"
22 10'-1" 10'-0' 29
9'-8"
7'
5'-9" 16
B
5'-9" 26 F
'4" 9'-0"
C
20 '-4" 9'-0' 30
G
7'
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5•_g" 16
5'-9" 27 G
9'-4" 9'-0"
22 9'-4" 9'-0" 30
S
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8'-6"
8
5'-7" 16
16
B
5'-7" 27
28 G
8'-9' 8'-0"
8'-9' 8'-0"
C
21 8'-9" 8'-0" 30
23 8'-0" 30
G
8
5•_7"
5'-7"
8'-9"
7'-7„
9�
5'-4" 1 17
B
5'-4'
229 G
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223 8'-3"8' 331
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5'-4"
5'-4"
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3" T-1"
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6'-9"
10'
5'-2" 17
B
5'-2" 28
G
7'-10" 6'�"
C
22 7'-1 6'�" 31
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10'
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24 7'-10" 6'-4" 31
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5'-0" 28 G
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22 T-6" 5'-10" 31
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4'-10" 29 G
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4'-10" 31 H
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FREESTANDING SOLID
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MAX.POST FTG
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MIN.
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(IN.)
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TYPE • (IN)
5
TYPE
3
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ON SCLAB *
2'x6 55c0FOR
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13'-7"5
6'-6" 15
B
6'-6" 26 F
11'-0" 11'x'
B
20 11'-0" 11'-4" 30
H.5'E
6,-0. 15
g•-6" 28 . G
11'-0" 11'-4"
22 11'-0" 11'-4' 30
11,-4„
6'
6'-1" 15
B
6'-1" 26 F
10'-1" 10'-6"
C
21 10'-1" 10'-6" 31W
H
6'
^,
M
6'-1" 15
6'-1" 27 G
10'-1" 10'-6"
23 10'-1' 10'-0" 31
w g Z
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9'-8"
7'
5'-9" 16
B
5'-9" 27 F
'-4" 9'-0'
C
22 '-4" 9'-0" 31
7
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5'-9" 16
5'-9" 28 G
9'�" 9'-0"
23 9'�" 9'-0" 31
3 W w
8'-6"
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5'-7" 16
B
5'-T 28 G
8'-9' 8'-0'
G+
22 8'-9" 8'-0' 32
(
8 '
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oomtr
5'-7" 16
5'-7" 29
8'-9' 8'-0"
24 8'-9" 8'-0' 32
J
7'_7„
9'
5'-4" 17
B
5'-4" 2830 G
8'-3".8'-3" 7'-1"
E
224 8'-3".8'-3" 7'-1"
333
J
9'
5'-4" 7
5'-4" H
7•-1"
7.-1"
o
Lo
6'-9"
10'
5'-2" 17
B
5'-2" 29 G
7'-10" 6'-4"
E
23 T-10" 6'-4" 33
lo
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5'-2" 17
5'-2" 31 H
T-10" 6' 4"
25 7'-10" 6'-4" 33
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6'-2"
11'
S'-0" 1 17
B
5'-0" 30H
T-6" 5'10" 5'-15'-10"
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225 7•_6^7'-6" 5'-15•-10. 333
11'
sLu
5'-0"
5'-0" I
5'-8"
12'
4'-14'-10^ 18
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4'-14'-10" 3
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225 T-2"7,-2" 5._4„ 34
J.
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33 3
5'-4"
5'-4" 34