14-0266 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
TAW
, f 4,41Q"
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Application Number:
14-00000266
Property Address:
79483 HORIZON PALMS CIR
APN:
604-100-009-9 -19903 -
Application description:
PATIO COVER - RESIDENTIAL
Property Zoning:
LOW DENSITY RESIDENTIAL
Application valuation:
1500 d.
v
Applicant: Architect or Engineer:
------------------
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 Cla ss: C 1 C8 License No.: 937811
ate: ` Co ractor:
—y4OWNER-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).:
(_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within .
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.). ,
(_ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a.contractor(s) licensed
pursuant to the Contractors' State License Law.).
( ) 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.I.
Lender's Name: _
Lender's Address:
LQPERMIT
Owner:
ERIC S. HARTMAN
79483 HORIZON PALMS CIRCLE
LA QUINTA, CA 92253
(
Contractor:
VALLEY PATIOS
37897 CHESTERFIELD STREET
BERMUDA DUNES, CA 92203
(760)534-4634
Lic. No.: 937811
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 3/13/14
2
014
-----------------------------------------------
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
f by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier SOUTHERN INS CO Policy Number PWC006609-13
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
17C00 of the L or Code, I shall forthwith comply with those provisions.
D e: Ap scant: .
WARNING: FAILUR TO SECURE 0 KERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRI INA PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITI O 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 relati to building construction, and hereby authorize representatives
of this co o e ter upon the ab -mentioned, party for inspection pure
e: \ Sig re (Applicant or Agent):
1'
Application Number . . . . . 14-00000266
Permit . . PATIO COVER 2013
Additional desc .
Permit Fee . . . . 95.81 Plan Check Fee
.00
Issue Date . . . Valuation . . .
. 1500
Expiration Date 9/09/14
Qty Unit Charge Per
Extension
1.00 95.8100 EA MISC PATIO COVER, STD
95:81
----------------------------------------------------------------------------
Special Notes and Comments
PATIO COVER - APPROX. 171 SQ. FT.
ALUMAWOOD PATIO COVER PER ATTACHED SITE
PLAN AND DURALUM PRODUCTS, INC.
SPECIFICATIONS/CALCULATIONS. 2013
CALIFORNIA BUILDING CODES.
March 13, 2014 2:01:07 PM azarco.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG.STDS ADMIN (SB1473)
1.00
STRONG MOTION (SMI) - RES
.50
Fee summary Charged Paid Credited
----------------------------------------
Due
-----------------
Permit Fee Total 95.81 .0.0 .00
95.81
Plan Check Total .00 .00 .00
.00
Other Fee Total 1.50 .00 .00
1.50
Grand Total 97.31 .00 .00
97.31
LA QUINTA PALMS a
C/O FirstService Residential, California - Palm Desert
43100 Cook Street Suite 103
Palm Desert, CA 92211
Ph: 866-529-7073
.Fax: 760-834-2495
Friday, February 21, 2014
ERIC S. HARTMAN
4196 RACQUET CLUB Dr
HUNTINGTON BEACH CA 92649
RE: La Quinta Palms Homeowners Association
79483 Horizon Palms Circle
Architectural Application Approval
Dear Eric S. Hartman:
"CE,IVED
MAR 13 2014
cttMM NITy Qry Q 1p rq
t'MENT
We are pleased to inform your Architectural Application to install an Alumawood patio cover was approved
February 14, 2014.
Please ensure that you comply with the conditions noted below:
1. All work is to be done in accordance with all City and State Building requirements and applicable permits
must be in place prior to commencement of construction.
2. Upon completion of modification at your unit, please complete the attached Notice of Completion. The
Association will then schedule a final property inspection and a final approval letter will be forwarded to you
when completed.
3.The Committee approves plans and specifications based on aesthetics and compliance with the community
guidelines. They do not review for engineering design or structural integrity. Zoning and building permits are the
responsibility of the homeowner.
4.The Committee has the right to inspect improvements, constructed or being constructed, to determine that such
improvements have been or are being built-in compliance with the plans and specifications approved.
Thank you for your patience and cooperation throughout this process. If you have any questions, please feel free
to contact me at 760-834-2482 or at judith.mandic@fsresidential.com.
Sincerely,
Judith Mandic
Associate Community Manager
cc:
s. �,:x h.• z g y
;'� �. �• a %La' '� � g °•,:i
MAR 13
2014
Driveway
Hartman Residence
79483 Horizon Palms Cir.
La Quinta, CA 92253
Proposed Alumawood Patio
Cover
19'
CITY of (A QUIMITA
BUILDING & SAFETY DEFT.
Common Area APPROVED
FOR CONSTRUCTION
DATEJ�Y,4,1"�BY
Bin #City
of La Quinta
Building &r Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Peri #
Project Address: "1 ii `�
Owner's Name:
A. P. Number:
Address:_ �Lq
Legal Description:
City, ST, Zip:
Contractor: _
(i5
Telephone
Address:s�
Project Description: ^
nl
City, ST, Zip:\ ) O 12202
,
Telephone l � _'�
::•;..:�:s:<;::::»r>;:�..;;.,,,.::<.;;:<;;.;,
State Lic. # :
City Lie. #;
Arch., Engr., Designer:
Address:
City., ST, Zip:
Telephone: �
s::LY�N:�hv.i
:. :....::::.:;;;:::: �::«.;::•;::
't:
Construction Type: Occupancy:
State Lic. #:
Project type (circle one): New Add'n Alter Repair Demo
Name of Contact Person: ^
Sq. Ft.: 1 1
#Stories:
#Units:
Teltphone # of Contact Person:
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Cates.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance.
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
god 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:-
34 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
Ltal Permit Fees
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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 ANDOTHERSTRUCTURES AND THE 2010 ALUMINUM MANUAL -ADM 1-10.
DRAWING NOTES: "
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SUE, ETC.)
SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
3. EACH INSTALLATIONSHALL 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 12INCHES 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 LL. 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 8'1605.32-
DESIGN CONSIDERATIONS: .
11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT.
12. MINIMUM COVER 10' PROJECTION.
13. MINIMUM SUE 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/SEI 7, 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 ASCEISEI 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 1806.2 AND SECTION 1806.3.4.
23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-o.•{.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 A-307. 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. 1
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
%UsersldelN)ocumentslDURALUMWMO 019519-12-13VAPMO PATIO COVER 11-15-13 2"dwg, 11/282013 3:40:34 AM, Tabloid
'MFG: BY:- DURALUM PRODUCTS, -INC: -`
DESIGN REQUIREMENTS:
RESIDENTIAL APPLICATIONS - CBC AND IBC CHAPTER 16, CBC 8 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 BAND C. -
3. WIND.00CUPANCY,CLASSIFICATION AND IMPORTANCE FACTOR II, 1,0.
4. SEISMIC BASE SHEAR 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER
S. 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 o;= 1.0, S.,= 0.50 ,
RESPONSE MODIFICATION FACTOR, 81.25
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 ICC4_ISTED
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.
CITY OF LA WN"A
BUILDING & SAFETY r.
AP
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FOR CO Z"I 77
[DATE
SHEET INDEX:
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 COMMERCIAE & 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
47-48 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50# L.L, 110-130 MPH
49 ...........INSULATED ROOF PANEL ATTACHMENT DETAILS
50 ...........SNOW DRIFT DESIGN
Jsers1de111Dacuments\DURALUMUAPMO 019519-12-13UAPMO PATIO COVER 11-15.131.dwg, 11/27/2013 937:42 PM, Tabloid
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* SEE SHT. 10 FOR MINIMUM NUMBER OF REQUIRED
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SEE SCHEDULE FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER-
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TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTIONtu
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Jsers1de111Dacuments\DURALUMUAPMO 019519-12-13UAPMO PATIO COVER 11-15.131.dwg, 11/27/2013 937:42 PM, Tabloid
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•12-13VAPMO PATIO COVER 11-15-131.dwg, 1127/2013 9:43:51 PM, Tabloid
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TYPE "H" FREESTANDING MULTISPAN. LATTICE STRUCTURE
SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C
ALUM. ALLOY 3004-1136 OR EQUAL
NOTE: DETAIL FOR PANEL FASTENERS ,
ARE SHOWN IN TABLES 1,2 AND 3 SHEET 4 OF 50
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.
Isers1delltDo=nents0URALUM1lAPMO 019519-12-13VAPMO PATIO COVER 11-15-131.dwg, 1127/2013 9:46:47 PM, Tabloid
75'
77'
45-
TYR
.0911
(ALL UNMARKED RADII .06R)
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24• TRI -•V' PAN (SEE NOTE 1 BELOW)
6" x 2 )i' FLAT PAN (SEE NOTE 1 BELOW)
LL=
PANEL -r
110 MPH
SPAN
120 MPH
SPAN
130 MPH
SPAN
(PSF)
(IN.)
EXp.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
(PSF)
(IN.)
9110"
9'-10•
9'-10"
71"
9'-8•
8'-T
15'-r 1 S -r 1 S -r 153" 15' -Y 14'-s"
018
13'3" 13'3- 13'-3" 17-9• 12'-9" 173•
17-0• 17-0• 17-0' 11'-7• 11'-7" 11'-2'
0 32
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024
9'-0'
8'-0'
8'-r
8'-1•
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11'-0'
11' 8•
11'3'
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10
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11'-10'
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17'
11•-11
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17-1"
1V-41"
1V-6"
10'-9"
10'-10"
10'-1'
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14'-9'
14'-0'
14'-1'
13'-3'
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13'-1•
13 4'
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17-2-
11'-8'
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T-11'
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6'-10'
6'-6'
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13'-0'
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8'-10•
8'�'
8•-8•
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NOTE: DETAIL FOR PANEL FASTENERS ,
ARE SHOWN IN TABLES 1,2 AND 3 SHEET 4 OF 50
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
_ FIGURE INDICATES
FREESTANDING
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY
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IN TABLE 1, SHEET 1.
Isers1delltDo=nents0URALUM1lAPMO 019519-12-13VAPMO PATIO COVER 11-15-131.dwg, 1127/2013 9:46:47 PM, Tabloid
75'
77'
45-
TYR
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(ALL UNMARKED RADII .06R)
T= (SEE TABLE BELOW)
j�1.92'�a .75• {---1.92'-�1 .75"
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30
40
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50
17-0'
12"x 3 1/2" W PANEL (SEE NOTE 1 BE LO
8"X 2 Y2* FLAT PAN (SEE NOTE 1 BELOW)
6" x 2 )i' FLAT PAN (SEE NOTE 1 BELOW)
g Z
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PANEL -r
110M SPAN I 120 MPH SPAN 130 MPH SPAN
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110 MPH SPAN 120 MPH SPAN 130 MPH SPAN
4a
(PSF)
(IN.)
EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0
(PSF)
(IN.)
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(PSF)
(IN.)
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15'-r 1 S -r 1 S -r 153" 15' -Y 14'-s"
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17-0'
11'-1"
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8'-10'
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10'-1'
10'3'
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T-0'
T-0•
T-3"
T3'
T-2'
40
8-10
8 8•
8' 8'
8'-0
8'-r
8'-4'
o
_ v
9•-10• 9'-10• 9'-10• 9'-10' 9'-10' 9'-10"
8'-9• 8'-9- 8'-9• 8'-9• 8'-9" 8'-9'
10'-4" 10'x• 10'-4• 10'-4• 10'44"
9'-9'
9'-T
9'-T
9'4'
9'4'
9'-T
032
8' 8'
8' 6'
8'-0•
8'3"
8'4'
8'-2'
032
10'3'
10 -1'
10 -1'
9 -10'
9 -10'm
z
Z - tu
11'-0' 11'-0' 11'-0' 11'-0• 11'-0' 11•-0'
9' 8' 9'-8• 9'-8' 9'-0' 9'-0• 9-8'
11'-T 11•-r 11'-T 11'-T 11'-T J11%7'
10'-T
10' 8'
10'-4'
10'-6•
10'-2"
9'-r
9' 6"9'-6'
9'3'
9'-3•
9'-1•
040
11'-0'
11'3'
11'-3"
11'-1"
11'-1'
3ui10'10"
Q
6-11'-'
6'11"'-
-69'
6-11'
6'-
11'
IF 11"'
6'3•
6'-3-
-
6'3-
6'-3'
-
6'3'
-
6'3-
4
TT
4'
T-4'
T-4•
T
4T-2'
T4'
OOfq¢
0�
611"
-
6-2'--
6.020
-3"
T-3•
T-2'
T
C. -
T-8' T-0' 7 8' T 8' T8• T-"
6'10• 6'-10' " 6'-1• 6'-10' 6-10• 6'10"
9'-3" 9'-3" 9'-3' 7.31 9-3' 9'-3-
024
024T-8"
T-8•
T -W
T -T
4
-
'10'
-
610•
9'
'-
6r
8'-1-
8'-0•
8'-0'
T-10'
T-10•
T -8
O
50
50
o
8'-10'
8'-10'
8'-10"
8'-10"
8'-10'
8'-10'
T-10'
T-10'
T-10"
T-10•
T-10'
T-10'
9'3'
9'3"
9'3•
9'3
9'3•
9'-3"
.032
0 32
�
8'-9'
8'-9"
8'-T
8' 8'
8' 6'
T-10•
T-9'
T 9'
Tom'
T 8'
T -T
9'-3"
9'-3"
9'3•
9'-1"
9'-1"
8'-10"
w
S
9'-9•
9'-9"
9'-9•
9'-9'
9'-9-
9-0'
8'-8'
8'-8'
8'3'
8'-0"
8'-8•
8'3'
10'-4'
10'-4"
10'-4"
10'-4-
10'4'
10'-4"
N
040
040
9'-9•
7_9"
9'-9•
9'-r
9'-r
9 �•
8' 8'
8'-0"
8'-8•
8'-6"
8'-r
8' 4'
10'4•
10'-4"
10'-4"
10'-r
10'-2'
10'-0"
RAFTER SPANS FOR OPEN LATTICE. COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C
F: �
25
042
UZ
12 -2
12 -2
3 x 8"
RAFTER
12'-2"
12'-2"
9'-3"
z
25'-1"
2"
X 6 1/2"
RAFTER
23'-7"
1 20
Z
3
DBL.
2"x 6 1/2"
RAFTER
12'-1"
12'-1"
12'-0"
25'-1"
a
a
uj
a
110
MPH
120 MPH
11'-8"
130
MPH
L.L.=
"r
110
MPH
120 MPH
16"
130 MPH
9-
L•L,=
^�-
110
MPH
120
MPH
130
MPH
16'-T
(IN.)N
o
(PSF)
(IN.)
N o
(PSF)
(IN.)
-.z
EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
p B EXP.0 EXP. B EXP.0 EXP. B EXP.0
EXP.B1
EXP.0
EXP. B
EXP -C
EXP,13
EXP.0
1 T-9"
17'-9"
17'-9"
262'-13'-"
26'-3"
26'-3"
25'-8"
25'-9"
24'-4"
12
12'-2"
12'-2"
14'-2"
14'-2"
14'-1"
3'-10"
13'-10'
12'-8"
20'-2"
11'-9"
11'-9"
19'-10"
19'-160"
19'-10"
19'-66 "'-0
191'-9T
1T1-910'-4"
14'-2"
16"
16"
21'-1"
21'-1"
-
21'-1°
21'-1"
032
12
16"
16"
17'-3".
17'-0"
17'-1'
16'-0'
15
24"
30
16"
12'-2".
12'-2"
12'-2"
12'-2"
12'-2"
12'-2"
10
17'-3"
17'-3"
•26r-3"
6•
26-3"
26r-3"
26
25T
.
25'-1"
12'-2"
14 -0
14-10w
1 n
12'-1"
0a
13'-9w
9'-8"
9'-8"
9'-8"
19'-10"
9'-7"
9'-3"
191-10a
r -1 0"
■
024
25'-0"
21'-6"
21'-6'
21'-0"
21'-1"
19'-10"
20'-6"
11-T
11-T
11'-7"
11'-4"
11'-4"
10'-4"
16'-3"
16'-3"
16'-3"
15'-10"
16'-0"
14'-T24"
20'-10"
.042
20-10"
024
12'-2'
02421'-6
12'-2"
12'-2"
12'-2"
9'-3"
26
21'-6"
21'-6"
21'-6"
-0
9'-8"
9'-8"
9'-8"
11'-7
11
10'-T 10'-T 10'-T • 10'-T 10'-7" 10'-7"
11-3"
15'-0" 15'-0" 15'-0" 14'-9" 14'-9"
24
3"
1-3"
16'-3"
16" "
16'-3"
5'-10°
10'-T
10'-7"
_
10'-7"1.5'-0"
2l' -l0': -2l' -l0" 21'-10" 21'-6" 21'-7" 21'--
16"
18'-0"- 18'-0" 18'-0" -17'-7^-_- 17'-8° 16'-10"
-
-25'-3"— 25'-3" 25'-0" 24'-9" 4'-10"
23'-9"
16.
40
16"
20
032
20
16"
10'-T
10'-T
10'-T
10'-T
10'-T
10'-T
12'-3"
12'-3"
20
12'-1"
12'-2"
21'-10"
21'-10"
21'-10"
21'-10"
21'-10"
21'-10"
10
24"
18'-0"
18'-0"
18'-0"
18'-0"
18'-0"
1 T -T
24"
25'-3"
25'-3"
25'-3"
25°-3"
25'-3"
24'-8"
17'-10°
7'-10"•
1T-10"
17'-T
17'-8"
17'-2"�'
10'-7"
18'-6"
18'-6"
18'-0"
14'-4"
14'-6"
16'-10"
12'-3"
20'-0"
20'-8"
20'-8"
20'-3"
20'-4'
19'-6"
•042
.
.032
10
.032
17'-4"
24".
16"
24"
16"
w
24
8'-T
8'-T
8'-T
8'-7"
8'-7"
17•_10"
17'-10"
1T-10" ' 17'-10"
17'-10"
17'-10"
18'-1"
18'-1"
18'-1"
14'-8"
14'-8"
14'-8"
14'-8"
14'-8°
14'•x"
8'-8"
8'-8"
20'-8"
20'-8"
20'-8"
20'-8"
20'-8"
20'-2'
.042
12'-2" 12'-2" 12'-2'- 12'-1" 12'-1" 12'-0"
21'-9" 21'-9" 21'-9" 21'-3" 21'-4" 20'-6-
24"
30'-8" 30'-8°
16"
r n
r n
r
16"
r n
, w
r n_-
8'-8"
8'-8"
8-8'
'
8'-8"
16"
8'-8"
—_.
14'-9"
14'-9"
25
042
1-- -
12 -2
12 -2
12 -2"
: 12'-2"
12'-2"
12'-2"
9'-3"
042
25'-1"
21 -9
21 -9
21-9
23'-7"
1 20
0
3
12'-2"
12'-2"
12'-2"
12'-1"
12'-1"
12'-0"
25'-1"
17'-9"
17'-9"
17'-9"
17'-4"
17'-6"
16'-9"
11'-8"
16'-T
16'-T
16'-T
16'-3"
16'-4"
5-10°
24"
16"
8
9-
- 9.
11'-8"
11'-8"
11'-8"
11'-8"
24"
16'-7"
16'-T
16'-T
11'-8'
11'-8"
11'-8"
.024'
9
13'-T
13'-T
12'-2"
12'-2"
12'-2"
13'-0"
12
12'-2"
3'
-
7 7
1 T-9"
17'-9"
17'-9"
17'-9"
17'-9"
17'-3"
14'-1"•-
14'-1"
13'-7"13'-T
12
12'-2"
12'-2"
12'-2"
X12'-1"
12'-1"
12'-0"
20'-9"
0'-10"
20'-2"
11'-9"
11'-9"
11'-9"
11'-7"
11'-8"
11'-3"
14'-2"
'
14'-2"
16"
21'-1"
21'-1"
21'-1"
-
21'-1°
21'-1"
032
12
16"
17'-3"
17'-3".
17'-0"
17'-1'
16'-0'
15
24"
30
12'-2".
12'-2"
12'-2"
12'-2"
12'-2"
12'-2"
17'-3"
17'-3"
17'-3"
11'-9"
11'-9"
11'-9"
11'-9"
11'-9"
11'-9"
26-6"
25'-1"
12'-2"
12'-2"
12'-2"
12'-1"
12'-1"
12'-0"
9'-8"
9'-8"
9'-8"
9--6"
9'-7"
9'-3"
25'-6"
.042
25'-6"
024
25'-0"
.042
•
w
24
0'-10"
20'-6"
20'-7"
20'-0"
24"
24"
20'-10"
20'-10"
20'-10"
20-10"
12'-2"
12'-2'
12'-2"
12'-2"
12'-2"
12'-2"
9'-3"
9'-3"
9'-3"
9'-8"
9'-8"
9'-8"
9'-8"
9'-8"
9'-8"
10'-T 10'-T 10'-T • 10'-T 10'-7" 10'-7"
15'-0" 15'-0" 15'-0" 14'-9" 14'-9"
14'-4"
_
.16" _
10'-T
10'-T
10'-7"
_
10'-7"1.5'-0"
16"
40
�2
20
032
20
10'-T
10'-T
10'-T
10'-T
10'-T
10'-T
12'-3"
12'-3"
12'-3"
12'-1"
12'-2"
11'-9"
24"
24"
10'-T
10'-T
10'-7'
10'-7"
10'-7"
10'-7"
12'-3"
12'-3"
12'-3"
12'-3"
12'-3"
12'-3"
`8'-T 8'-7" 8'-T 8'-7" 8'-7" 8'-7"
18'-1" 17'-9" 17'-10"
17'-4"
16"
16"
50
8'-T
8'-T
8'-T
8'-7"
8'-7"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
8'-8"
8'-8"
8'-8"
8'-8"
8'-8"
8'-8"
14'-9"
14'-9"
14'-9"
14'-T
14'-8"
14'-2'
.042
.042
24"
24"
8'-8"
8'-8"
8-8'
'
8'-8"
8'-8"
8'-8"
14'-9"
14'-9"
14'-9"
14'-9"
14'-9"
-14'-9"
6'-3"
6'-3"
6'-3"
6'-0"
6'-3"
'
.024
16"
- 6'-3"
- 6'-3'
.6'-3"
6'-3"
6'-3"
6'-3"
6'-3"
6'-3'
6'-3"
6'-3"
6'-3"
6'-3"
6'-3"
241
6'-3" 6'-3" - 6'-3" 6'-3" 6'-3" 6'-3"
0.04r8 --4- ' 16" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4"
TYP.6.0•
25 .032 8'�" 8'4" 8-4- 8 -4"8'�" 8'-a" 25
0.024• 6. 0.024' ss 24" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4"
s
0.03r 0.03r 8'4" 8.4w 8._4w 8r.4w 8r�w 8.-4w
o.o.04roaz- - 16" 10'-1" 10'-1" 10'-1" 10'-1" • 10'-1" 10'-1"
10'-1"10'1" 10' 10' 1"
-.042'10'-1 1.0,_1n . 10'-1" 10'-1" ,w 10'-1 10'-1" 1"
I I
r2.(r
24"
3.0•—I--2o-�I Y 1U'-1" 10'-1" 10'-1" 1U'-1" 16'-1" 10'-1"
MAX
FOOTNOTE: 'SAMPLE"
* 3"x8" RAFTER * 2"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS
ALUM. ALLOY 3004-1-136 OR ALUM. ALLOY 30044136 ALUM. ALLOY 30044M OR ' FIGURE INDICATES _.
EQUAL OR EQUAL EQUAL ATTACHED FIGURE INDICATES
* NOTE: SINGLE RAFTERS SPACED 16' O.C. MAY BE USED AT FREESTANDING
32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
24' O.C. MAY BE USED AT'48' O.C. WHEN DOUBLED.
.042
1.
1-- -
-- -
I -- -
-- -
-- -
11
9'-0"
9'-3"
25'-1"
25'-1"
25'-1'
24'-6"
24'-T
23'-7"
1 20
24"
0
3
4• 4
5
5
6
6
7
25'-1"
25'-1"25'-1"
8
25'-1"
25'-1"24'-4"
11'-8"
11'-8"
11'-8"
16'-T
16'-T
16'-T
16'-3"
16'-4"
5-10°
7
16"
8
9-
- 9.
11'-8"
11'-8"
11'-8"
11'-8"
032
16'-7"
16'-T
16'-T
11'-8'
11'-8"
11'-8"
.024'
9
13'-T
13'-T
13'-7"
13'-4"
13'-4"
13'-0"
12
24"
3'
-
7 7
8
8
9
9
10
10
14'-1"•-
14'-1"
13'-7"13'-T
12
13'-T
13
14
21'-1"
21'-1"
21'-1"
20'-9"
0'-10"
20'-2"
10
16'
11
12
12
13
14'-2"
14'-2"
14'-2"
14'-1"
21'-1"
21'-1"
21'-1"
-
21'-1°
21'-1"
032
12
•17'-3"
17'-3"
17'-3".
17'-0"
17'-1'
16'-0'
15
24"
17'-3"
17'-3"
17'-3"
17'-3"
17'-3"
17'-3"
26-6"
25'-0"
26-6"
25'-1"
25'-2"
24'-4"
16"
25'-6"
25'-6"
25'-6"
25'-6"
25'-6"
25'-0"
.042
0'-10"0'-10"
0'-10"
20'-6"
20'-7"
20'-0"
24"
20'-10"
20'-10"
20'-10"
20-10"
20-10"20'-10"
9'-3"
9'-3"
9'-3"
9'-3"
9'-3"
91-3-
16"
.024
TABLE r - CLEAR SPAN (FT.)
9-3
9 -3'
9'-3"
9'-3"
1 9--3-
11
9'-0"
9'-3"
9'-3"
9'-3"
g'-3-
'-3"11'-8"
17
18
24"
1 20
21
0
3
4• 4
5
5
6
6
7
7
8
8
9
1 V-13"
11'-8"
11'-8"
11'-8"
11'-8"
4
16"
'' 6
± _ 6_-
-- 7. -'
7
8
8
9-
- 9.
11'-8"
11'-8"
11'-8"
11'-8"
032
2'
11'-8"
11'-8"
11'-8'
11'-8"
11'-8"
8
9
24"
10
10
11
11
12.
12
13 .
3'
-
7 7
8
8
9
9
10
10
14'-1"•-
14'-1"
14'-'I"
12
16"
13
14
4'
-
- -
_.
04214'=1"
_
10
10
. -14'
11
12
12
13
14'-2"
14'-2"
14'-2"
14'-1"
14'-1"
-
24"
-
-
11
11
12
12
13
13
14
14
15
15
16
',.,TRIBUTARY WIDTH
TABLE r - CLEAR SPAN (FT.)
O.H.
6
7 8
9
/0
11
12
13
14
15
16
17
18
19
1 20
21
0
3
4• 4
5
5
6
6
7
7
8
8
9
9
10
10
11
1'
4
5 5 -
'' 6
± _ 6_-
-- 7. -'
7
8
8
9-
- 9.
• 10.-
10
11
11
12
2'
5
6 6
7
7
8
8
9
9
10
10
11
11
12.
12
13 .
3'
-
7 7
8
8
9
9
10
10
11
11
12
12
13
13
14
4'
-
- -
9
9
10
10
11
11
12
12
13
13
14
14
15
5'
-
- -
-
-
11
11
12
12
13
13
14
14
15
15
16
sers\deHMocumems0URALUMVAPMO 019519-12-13UAPMO PATIO COVER 11-15-131 An, 11/27/2013 93053 PM, Tabloid
PROJECTION —
SPAN -
-
9'�
9'-3"
11I
14�
14'-0"
13'-10"
13'-10"
- TRIBUTARY TRIBUTARY=
WIDTH 11/2 SPAN + O.H.
F
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
J
>J
C9
Z
F -
v7
X
w
13'
MINIMUM NUMBER OF FASTENERS -FOR ROOF! PANEL -TO SUPPORTING. BEAM &WALL HANGER
FOR ATTACHED AND FREESTANDING SOLID COVERS
TABLE 1 ..0%m 0-
..
1. (2) 2"x6 %2" AND
6 /2 ROLL_FORMED HEADERS-
NUMBER OF NO. 14 TEK OR SMS SCREWS
PER FOOT OF HEADER LENGTH
110 MPH 120 MPH' 130 MPH Im 3
EXP. B EXP. C EXP. B EXP. C EXP. B I EXP. C
1 2 2 2 2 2 2'2 2 2 2 2 5'
2 2 2 2 2 2 6,
2 2 2 2 2 3
2 2 2 2• 2 3 7,
2 2 2 3 3 3
2 2 2 3 2 3 3 3 3 3 3 3 8,
2 2 2 3 2 3 3 3 3 3 3 4 9,
2 . 3 3 3 3 4 10'
3 3 3 4 3 4
2 3 3 33 4 11'
3 3 3 4 4 5
33 3 4 4 4 12'
3 4 . 4 4 4 5
3-11— 3 a 3a 4�4 A 5 13'
CEILING FAN AND/
OR LIGHT FIXTURE
( MAX. 30 Ibs. )
FAN BEAM (19'-0" MAX SPAN)
HEADER
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1, SHEET T-1.
Users\deRDocuments\DURALUMVAPMO 0195L412-13VAPMO PATIO COVER 11-15.13 1.dwg, 11/27/2013 9.48:47 PM, Tabloid
FOOTNOTE: "SAMPLE"
FIGURE INDICATES ATTACHED .—a
FIGURE INDICATES FREESTANDING
T=.075"
TYP.
FAN BEAM
FAN BEAM
ALUM. ALLOY 6063-T6
c
FAN BEAM
— #14 x 3 1/2" S.D.S. SCREW
AT BEAM
ATTACHMENT AT HEADER
rr aL J.W J. J\IRC YY
AT HANGER CHANNEL
ATTACHMENT AT HANGER CHANNEL
.WALL HANGER, 3"x8"
AND
STEEL INSERT HEADERS
STEEL HEADERS
NUMBER OF NO.14 TEK OR SMS SCREWS
NUMBER OF NO. 14 TEK OR SMS SCREWS
'ER FOOT OF WALL HANGER AND HEADER
LENGTH
EXP.
110 MPH- 120 MPH 130 MPH
EXP: B EXP. C EXP. B EXP. C EXP: B
EXP. C~
1
1
1 1 22
2-
_1 1• 1 1
1
2
1 2 2 2
2
2
2
5,
1
2 2 2 2
2
2
1 1 2 1
2
2 2 2 2
2
2
2
6'
1 1 2 2
2 2 2---- 2
2
1 2 2. 2
2
2
2 2 2
2
2
3
7.
2
2 2 2 2
2
3
2 2 2
8•.
2 2 2 3
3
2
3
22
2
2 2 3 3
3
2 2 2 2
9'
3
2 3 3 3
3.
3
3
3,g— 2 3 3
3
2 2 3
3
3
10
2
2 3 3 3 3 3 3 3
3
4
4
11'
23
3 3 3
4
2 3 3 2
2
12'
FOOTNOTE: "SAMPLE"
FIGURE INDICATES ATTACHED .—a
FIGURE INDICATES FREESTANDING
T=.075"
TYP.
FAN BEAM
FAN BEAM
ALUM. ALLOY 6063-T6
c
FAN BEAM
— #14 x 3 1/2" S.D.S. SCREW
AT BEAM
ATTACHMENT AT HEADER
rr aL J.W J. J\IRC YY
AT HANGER CHANNEL
ATTACHMENT AT HANGER CHANNEL
EXTRUDED -AND 3"x8"
WITH
STEEL INSERT HEADERS
NUMBER OF NO.14 TEK OR SMS SCREWS
PER FOOT OF HEADER LENGTH
110 MPH 120 MPH
130 MPH
EXP.
B EXP. C EXP. B EXP. C EXP. B EXP. C
1
1 1 1 1
1
_1 1• 1 1
1
2
1
1 1 11r
2
1 1 1 2
1
2
1
1 1 2 1
2
1 1 1 2
2
2
1
1 1 2 2
2
1 2 2. 2
2
2
1
2 2 2 2
2
2 2 2 2
2
2
1
2 2 2
1
22 2
2 2
2
3
22
2 2 2-
2
2 2 2 2
2
3
2
2--[2. 3 2
3
FOOTNOTE: "SAMPLE"
FIGURE INDICATES ATTACHED .—a
FIGURE INDICATES FREESTANDING
T=.075"
TYP.
FAN BEAM
FAN BEAM
ALUM. ALLOY 6063-T6
c
FAN BEAM
— #14 x 3 1/2" S.D.S. SCREW
AT BEAM
ATTACHMENT AT HEADER
rr aL J.W J. J\IRC YY
AT HANGER CHANNEL
ATTACHMENT AT HANGER CHANNEL
i
SPLICE n �/
WHERE I I
ICCURS
I I
0,075"
TYP.
I I
L======J
(A)l MAG BEAM
ALUM. ALLOY
6063-T6
6.5" ROLLFORM
BGUTTER FASCIA
ALUM. ALLOY
3004-H36
• ss•
0.032"
TYP.
��2.0"� 1
4.
DBL. 2"x6.5"x0.032"
' ' ' ALUM. ALLOY 3004-H36
OR EQUAL
T=12 OR
14 GA
ASTM '
-- GRADE 50
-oar
- TYP.
c
�-3. rmoi ��X-�F�-3.0"- I
G
DBL. 3"x8"0.042" BEAM
H
DBL. 14 GA. STL. INSERT
NW/
J
ALUM. ALLOY 3004-H36
K
OR EQUAL
DBL. 3"X8"X0.042" BEAM
ACE CHHEADER BEAM TOP AND
OTTOM FLANGES SHALL BE CUT AT
O W/ DBL. 12 GA. STL. INSERT
ACH INTERIOR COLUMN WHERE 3
ALUM. ALLOY 3004-H36
IR MORE COLUMS OCCUR. DO NOT
OR EQUAL
:UT FLANGES AT END COLUMNS.
>ersWeIPDocumenis\DURALUMUAPMO 01951412-13WMO PATIO COVER 11-15-131.dwg, 11/272013 9:57:11 PM, Tabloid
SPLIT
WHET
OCCUi
0.1
T
.1 3°x8"x0.042 BEAM ,
ALUM. ALLOY 3004-H36
-`' OR EQUAL
.oar
ALUM.
MAX.
HT. = 10'
HEADER B
4" I -BEAM
ALUM. ALLOY
6063-T6
AM TYPES
EXT.CCUUP --1 1'00 nT ,,
SPLICE SPLICE '�'•'�
WHERE ALUM.
RS RI .Ci� OCCURS ALLOYOCCUVV TYP. 3.0' 606376
I 6.656" 7
I 4-6" 028' 0.046" 0.110'
I TYP.
0.065- I TYP.
TYP.
I
3.(r
0.375' I 0.375
3" SQ. STEEL BEAM
E ASTM A653 GRADE 40 �t.�s - _-
" MAG GUTTER
LJ ALUM. ALLOY
6063-T6
7
e.o•
0.042*
TYP.
3"x8"x0.042" BEAM
3.0.3-(, 3.(r� L W/ 14 GA. STL. INSERT
MAXASTM GRADE 50
3"x8"4.042" BEAM( �>
W/ 12 GA. STL. INSERT
ASTM GRADE 50
COLUMN / POST TYPES
5"
K DBL. 3"x8"x0.042" BEAM
ALUM. ALLOY 3004-H36
OR EQUAL
1-00" I t
-040' ALUM.
-048' STEEL
3.0'
1-3.0" r. 3" SQ. ALUM. POST
3" SQ. ALUM POST �' ALUM. ALLOY 3004-H36
B ALUM. ALLOY 3004-H36 3" SQ. STEEL POST
F ASTM A500 GR.B (Fy=46ksi)
0.024'
0.032'
PLASTIC
PLUGS
#10 SMS
@24'0.(
EA- SIDE
3" SQ. ALUM. POST
(�D1 WITH SIDEPLATES .
ALUM. ALLOY 3004-H36
OR EQUAL
0-075"
TYP.
E MAG POST
ALUM. ALLOY
. - 6063-T6 _.
7" I -BEAM
r ALUM. ALLOY 6063-T6
r, W/ 1 "C" INSERT
t7 ALUM. ALLOY 6063-T6
W/ 2 "C" INSERTS
17 ALUM. ALLOY 6063-T6
SQ. STEEL POST
ASTM A500 GRADE B.
G
-3"SQ-xt=0.188"
H
-3"SQ.xt=0.250"
i
=3"SQ.xt=0.313"
J
=4"SQ.xt=0.188"
K
=4"SQ.xt=0.250"
SQ. STEEL POST
ASTM A500 GRADE B.
tUsersldelHDocuments\DURALUMVAPMO 015519
a - COLUMN/ POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS/ MIN ` NUMBER OF REQ COLUMNS
' BRACKET
@ 3 -SQ. POST W/
3"SQ. POST (2}#12 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 %4 MIN. EMBEDMENT)
SLAB SHALL BE IN
GOOD CONDITION
3 1/2" MIN.
_ l ' J EXISTING SLAB
ALUM. ALLOY 3.00" OR
6063-T6 % 2.40"_
PC
INSTALL 1Y" x 1Y2" x Y" HDG
WASHER PLATE AT ANCHORS
FOR 130 MPH
1.375"
75"
/1.60"
.090" TYP
ALUM "T" BRACKET
7/16"0 HOI
FOR 3/8' h
ASTM GRADE 36 STEEL
INSTALL 1Y2" x 1Y2" x Y' HDG
WASHER PLATE AT ANCHORS
.157.
TYP__
USE FOR 3" OR 4"
STEEL POSTS
q 2- 5/16"0
ALUM.'rBRACKET USE WITH
I POST TYPE B,C,D, OR E.
STEEL'T'BRACKET USE WITH
POST TYPE B,C,D,E,F,G,H,J OR K
3" SQ. POST ALUM.'rBRACKET:
USE (2}3/8'0 HILTI
KWIICBOLT.S OR EQUAL
STEEL.TBRACKET.
SEE NOTES BELOW USE (2)-3/8.0 HILTI KWIK
BOLTS OR EQUAL
2 W EMBEDMENT DEPTH
FOR KWIK BOLTS)
a
c POURED CONCRETE
FOOTING SEE NOTE
1/2 DEPTH OF
I i
NOTES:
1. DO NOT USE ALUM. T
BRACKET WITH 3X8 BEAM
W/INSERT, MAG BEAM, 4" OR
7"1 -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE
2-XVX5Y"AT
STEEL T BRACKET.
3. POST TYPE F
DO NOT USE STEEL T
BRACKET W/r I -BEAM,
FOOTING OR
I
m
12" MIN. EMBD.
i
110 MPH
120 MPH
130 MPH
EXP. B
EXP. C
I
EXP. C
EXP, B
EXP. C
5'
2
2
2
3
3
01/2"OM.B.
6'
x9" LONG, 1"
3
FROM END
3
OF POST
4
STEEL POST ONLY:
USE POST TYPE
F, G. H, J OR K
I w
V' m
aw
UJ
co�
-' z
Wa
a vi
D m
1 z
FOR SIZE CONCRETE SQUARE, SEE FTG.
SEE FOOTING SCHEDULE IN BEAM
SCHEDULEQu FOOTING SPAN TABLE
IN BEAM SPAN TABLE
O 3" SQ. POSTS TO CONC. FOOTING O SQUARE POST EMBED.
INTO FOOTING
L STEEL "T" BRACKET D
Users`1deIN]ocumentsXDURALUMUAPMO 019519.12-13VAPMO PATIO COVER 11-15-13 1.dwg, 11/27/201310:18:18 PM, 11 x 17
(3)-5/8"0 BOLTS
FOR POST TYPE J & K
(2)-1/2"0 BOLTS 16" INSERT
FOR ALL OTHER x 0.188"
CONDITIONS r -T
' ASTM A36
STEEL
T.O.C.
A572 STEEL'
3/16'
3" SQ. POST (STL.)
OR FLUTED l
OR 4" SQ. POST (STL.)
INSERT
PL.5/8'THK.
1 1/2"I 6• 1 11112-
WELDED STEEL BASE PLATE Q
BASE PLATE SCHEDULE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 7
9' SQ. x 5/8" 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' 1 STEEL PER I.C.C. ESR -1917 OR EQUAL 3
(4 3/4" EMBEDMENT DEPTH)
13' 4 1 5 5 6 1 6 1 7 ATTACHED
} " " ALTERNATE FTG.
m M�
d zsa
NOTES:
1. DO NOT USE ALUM. T
BRACKET WITH 3X8 BEAM
W/INSERT, MAG BEAM, 4" OR
7"1 -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE
2-XVX5Y"AT
STEEL T BRACKET.
3. POST TYPE F
DO NOT USE STEEL T
BRACKET W/r I -BEAM,
MINIMUM NUMBER OF REQUIRED
COLUMNS FOR ATTACHED COVERS
.
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
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
5
6
5
7
47' SO. 32'
L STEEL "T" BRACKET D
Users`1deIN]ocumentsXDURALUMUAPMO 019519.12-13VAPMO PATIO COVER 11-15-13 1.dwg, 11/27/201310:18:18 PM, 11 x 17
(3)-5/8"0 BOLTS
FOR POST TYPE J & K
(2)-1/2"0 BOLTS 16" INSERT
FOR ALL OTHER x 0.188"
CONDITIONS r -T
' ASTM A36
STEEL
T.O.C.
A572 STEEL'
3/16'
3" SQ. POST (STL.)
OR FLUTED l
OR 4" SQ. POST (STL.)
INSERT
PL.5/8'THK.
1 1/2"I 6• 1 11112-
WELDED STEEL BASE PLATE Q
BASE PLATE SCHEDULE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 7
9' SQ. x 5/8" 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' 1 STEEL PER I.C.C. ESR -1917 OR EQUAL 3
(4 3/4" EMBEDMENT DEPTH)
13' 4 1 5 5 6 1 6 1 7 ATTACHED
} " " ALTERNATE FTG.
NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
m M�
d zsa
FF
Ly
F
2 X6.5 X0.042 SIDE PLATES
.
2 FLANGES
2 1/8" APART
BASE FLARES
TO YWIDE EA.
SIDE OF FLANGES
FOR 3" POST,
4" WIDE FOR 4" POST
� 1-7/16"0 HOLE
& 2-3/8" HOLES
TYP. EA. SIDE
110 MPH
120 MPH
130 MPH
cusE slzE SQ. 16' DEEP •CUBE FTG.
EXP. B
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
16" 18" SQ. 17
L�STS
5'
2
2
2
2
2
3
20' 21" SQ. 12'
22" :. 25' SQ. 16-
> d w f D
60
2
2
2
3
2
3
24' 28• SQ. 20•
7'
2
2
2
3
3
3
26" 32" SQ. 23-
28• 35• SQ. 25"
uj
ru�
W11)
w r w __
8'
2
3
3
3
3
4
Nr 39"SQ. 26"
9'
2
3
3
4
3
4
32' 43" SQ. W.
10'
4
3
3
4
4
5
47' SO. 32'
36• 51' SQ 34"
11'
3
3
4
4
4
538"
55* SQ. 3r
12'
3
4
4
5
4
5
40• 60 - SQ. 39'
4r 64' SQ. 41'
13'
3
4
4
5
5
6
a4• 69" SQ. 43-
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 COVFR.q
' CUBE FOOTING W/4• SLAB
-
NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
m M�
d zsa
ATTACHED ONLY
.
FOOTING & ANCHOR BOLTS
a `'
U3 9-
UUo
<o
SINGLE
FOOTING SIZE
EMBED.
y p Q
L�STS
IrIx>-
23" & 24• CUBED
(2)ArrO
31/4*
> d w f D
O�Z�
U�aK
O e
25" - 30" CUBED
(4).12.0
31/4•
F mm
m
aoio®
31• - 34• CUBED
(4yW'O
4•
uj
ru�
W11)
w r w __
35* - 39' CUBED
(4)314.0
43/4•
40' - 42' CUBED
(4)3/4'0
4 3/4•
o�
Z 7 z w
iLi
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL
w ' `�
KQUU,
DOtlJ lr
NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
>ersldelMocuments\DURALUMUAPMO
LATERAL FORCE RESISTIN
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 e6 AND e
7 7
COLUMN 2: PER SPAN TABLES
MINIMUM NUMBER OF REQUIRED
COLUMNS FOR ATTACHED COVERS
a�
:30,
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'
1 4
5
5
6
5
7
13'
4
5
5
6`
6
7
D 3
2"X6.5"X0.042" SIDE PLATES
—410 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
T
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 1
5
11'
3
3
.4
4
4--
5-
12'
3
4
4
5
4.
5
13'
3
4 1
4
5 1
5
6
NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS
AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES.
IAPMO PATIO COVER 11-1513 2.dwg,112WM13 4:12:18 AM, 11 x 17
STEM (LFRS
R ATTACHED COVERS
#14 SDS
@ 8' O.C. .. _.
#14 SMS @ 32.O.C. MAX
(4 MIN. PER PANEL INTERLOCK) - -
OLL-FORMED
(2) # 14 SDS @ EACH PANEL, PANEL
8' FROM PANEL EDGE
O INSULATED ROOF O ROLL -FORMED PANEL
HANGER 2 INTERLOCKING SEAM
4 MIN. PER EACH JOINT
,", P2
INSULATED ROOF PANEL
INTERLOCKING JOINT
P
BEAM TO POST& LATTICE TUBE TO RAFTER CONNECTION DETAILS
SPLICE DETAILS 11 BEAM TO POST DETAILS 12 BEAM TO POST DETAILS
SIMPLE SPLICE 1 FULL MOMENT
r T'- .B.• . i . _ . _ 24- I _ OPTIONAL DECORATIVE FASCIA
� I I
#IDS.M.S. II #12 S.M.S. --
(eTOT. Np THICKNESS .035 (24 TOT II
u e TYP. THICKNESS =.035
II
,• + II + + ++ + + + + ++
ALUM.'ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OK6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS
SPLICES - ROLLFORMED & EXTRUDED FASCIAS
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE, CSPLICE (ONE SIDE OF WEB) MAY BE USED.
SPum WHERE 4w
occuas .070"
TYP:
ALUM. ALLOY '
I
6063-T6 16- 4"1 -BEAM 3•.p-
MOMENT CSPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12- SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED
SPLICE WH
OCCUI
ALUM. ALLOY
6063-T6
I I -BEAM
1 Y2" SQ. OR 2" LATTICE TUBE
ALUM. ALLOY 3105-125
1.50" _ 1.50n--
.280 2"
2"
.018"
I
Mser&WeIRDoeumerrtslDURALUMUAPMO 01
MOMENT C -SPLICE
2"x3" LATTICE TUBE (P2
t
ALUM. ALLOY 3105-H25 ` N
28"3" 2„
O�
(6)-#14 SDS @ EA. SIDE
TOP & BOTT. TOT.=24
13" X 3" ALUM. OR
—Ll\r STEEL POST
"U" BRACKET - RAFTER TO BEAM
-LATTICE TUBE TO RAFTER
#8 x 2 -SMS, 21/2'
1 1/2- SQ., 2- SQ., -`
OR 2x3" LATTICE
@ W O.C. MIN.
"— TO 6"O.C. MAX.
"L" FASTENERS
1'-0"
4 - #14 SDS
2'-0"
6 - #14 SDS
(WOOD, ALUM. OR HAROBORD )
12 - #14 SDS
• (2)#10 S.M.S.® EA.
00
GROUP
VALLEY, TYP.
-
(12) - #14 x 12- S.M.S. EACH SIDE OF 3 -
EXTRUDED GUTTER
SO. POST (8 -TOTAL)
ALUM. BRACKET X
#14 S.M.S. @12-O.C.
_ ALTERNATE 1/4'0 BOLT W/ WASHER
FASCIA
•
EA. SIDE OF 3- SO. POST
-L-SEE TABLE
RAFTER
"U" BRACKET - RAFTER TO BEAM 17
O
3.125" FOR 3 x RAFTER
2.125" FOR 2 x RAFTER
W
mE_____
.7 1 O
NOTCH I -BEAM FLANGE.
3 -SQ. POST
I -BEAM ALUM ALLOY
AS NEEDED TO CLEAR
(6061-T6) ALTERNATE
SQ. POST,CONNECT WEB
STL. C -BEAM
TO POST W/ (2) - 518.0
THRU-BOLTS @ 4- I -BEAM,
SQ. POST
AND (3) - 5/8- 0 THRU BOLTS
T I
x 12- S.M.S. EJICFI SIDE OF 3'
SO. POST(EI-TOTAL).M.S.E
@ -BEAMS
ALTERNAT: 1/4.0 BOLT W/ WASHER
EA. SIDE OF 3• SQ. POST
FASCIA
•
-
3A0- 3- SO. POSTG
OR 240'SQ.
fGUTTER
BEAM
STL BEAM
H - BRACKET TO POST 14
RAFTER "TAIL" TO GUTTER 15
NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf
FTMAG
3"x 8"x.042" BEAM,
ROOF LIVE AND SNOW LOADS
3" SQ. STEEL OR
BEAM.
(6)-#14 SDS @ EA. SIDE
TOP & BOTT. TOT.=24
13" X 3" ALUM. OR
—Ll\r STEEL POST
"U" BRACKET - RAFTER TO BEAM
-LATTICE TUBE TO RAFTER
#8 x 2 -SMS, 21/2'
1 1/2- SQ., 2- SQ., -`
OR 2x3" LATTICE
@ W O.C. MIN.
"— TO 6"O.C. MAX.
"L" FASTENERS
1'-0"
4 - #14 SDS
2'-0"
6 - #14 SDS
T-0"
12 - #14 SDS
FASTENER SPACING = 3/4-
#14 x 1/2- S.M.S. TOP
& BOTT. (2) -TOT.
FASTENER TO FASCIA - SEE TABLE
— FASTENER TO RAFTER TAILS - SEE TABLE
OPTIONAL LATTICE TUBES
AT OVERHANG
_cl _
ROOF PANEL
00
r FASTENER 6 �12-
00
GROUP
ROLLFORMED ORo
0
EXTRUDED GUTTER
ALUM. BRACKET X
#14 S.M.S. @12-O.C.
FASCIA
61MW-5,02411
-L-SEE TABLE
RAFTER
"U" BRACKET - RAFTER TO BEAM 17
3.125" FOR 3 x RAFTER
2.125" FOR 2 x RAFTER
/ 1 1/2"
(6) - #14x V4- TEK SCREWS
1 BRACKET TO RAFTER
(6) - #14x %" TEK SCREW
BRACKET TO BEAT
t = .040" @ 6063-T6
40,V2 -IN.
��_ O
BEAM TYPES 10, 20, 25, 30, 40 & 50 # L.L.
ATTACHED &
SOLID COVERS
EXP. B C
10# LIVE LOADREE0,120,1130
MPH - &
z
,.sr
6.5' ROLLFORM
AALUM. ALLOY
o.s1•
�UrrER
w
1.
EXT. CLIP
6063-T6
z
SPLICE I
cj Z z o
w N
ATTACHED SOLID
FREESTANDING SOLID
}
SPLICE
WHE
WHERE I
Occurs
1.00'LLI
I
MAX.COL.
o_
FTG.
PACING
SPACING(IN.)
MIN.
OST
MAX POST �G
MIN-
SPLICE
WHERE
6.5' 2.
0.73'
oruR�s
(
0.14" R
=
SPACING
ON SLAB *
a
f-
6MA
TYPE
(SAN) (IN')
POSTTYPE
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8'-3'. 7'-1"
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21 8'-3". 7'-1" 29
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5'-2" 28
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21 7'-1 6'4" 29
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223 7' 6" 5'-15'-10" 229
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224 T-17'-10" 6'-4"
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