11-1139 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
11-00001139
Property Address:
47865 ENDLESS SKY
APN:
649-030-069-122 -31311 -
Application description:
PATIO COVER - RESIDENTIAL
Property Zoning:
HIGH DENSITY RESIDENTIAL
Application valuation:
1397
Titvl 4 4 Q"
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Owner:
JOSSIE ANDREWS
47865 ENDLESS
LA QUINTA, CA
(
SKY
92253
Contractor:
Applicant: Architect or Engineer: COACHELLA VALLEY
P.O. BOX 1434'
INDIO, CA 92202
(760)342-7272
�/A Lic. No.: 735369
LICENSED CONTRACTOR'S DECLARATION -
1 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: D03 D52 License No.: 735369
ate: L— I ntractor: `
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 155001.:
(_ 1 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.).
(_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractorls) licensed
pursuant to the Contractors' State License Law.).
(_ 1 I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
LQPERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 10/17/11
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
i issued.
l 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 EXEMPT Policy Number EXEMPT
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
�� s 3700 "of�the Labor Code, I shall forthwith comply with those provisions.
Bate: �( / rjpp1licant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City.
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation. '
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
ofthiscounty to enter upon he above-mentioned property Pr inspection purposes. '
Bate:oignature (Applicant or Agent):
Application Number . . . . . 11-00001139
Permit PATIO COVER PERMIT
Additional desc . .
Permit Fee . . . 33.00 Plan Check
Fee
21.45
Issue Date . . . . Valuation
1397
Expiration Date . . 4/14/12
Qty Unit Charge Per
Extension
BASE FEE
15.00
9.00 2.0000 HND BLDG 501-2,000
18.00
----------------------------------------------------------------------------
Special Notes and Comments
10.5 S.F. LATTICE ALUMAWOOD PATIO COVER
AT WEST SIDE OF RESIDENCE. 2010 CODES.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
STRONG MOTION (SMI)
--RES
.50
Fee summary Charged Paid Credited
---------------------------
Due
--------------------
Permit Fee Total 33.00 .00
----------
.00
33.00
Plan Check Total 21.45 .00
.00
21.45
Other Fee Total 1.50 .00
.00
1.50
Grand Total 55.95 .00
.00
55.95
LQPERMIT
60'
Z112, J�Q
60 }
CI"T"Y OF LA CSU I NTA-
BUILDING & SAFETY DEPT.
APPROVE®
FOR CONSTRUCTION
DAA BY
1.2"
33'
---I;. s-�a--
11
10/10/2011 04:26 7607735432 WHITESTAR MGMT PAGE 01/03
V _
�hitestar
MANAGEMENT
A Professional Property Management Company
Since 2002
THE CHOICE FOR HOA MANAGEMENT
FAX COVER SHEET
DATE: 10//10/11
# OF PAGES: 3 (including cover sheet)
TO: RAUL PEREZ
COACHELLA VALLEY SCREEN & AWNING
FAX #;
PHONE #
FROM: IRENE DAVIS
CELL PHONE:
FAX M
SUBJECT: JOSEPHINE ANDREWS, PATIO COVER
47-865 ENDLESS SKY
LA QUI NTA, CA 92253
This application has Board approval; however, we cannot sign off on
the Architectural Application itself until we have a copy of the permit
from. the City'.of La Quinta.
Sincerely,
i
Irene W. Davis, CCAM
Watercolors at La Quinta Community Manager
YW 911 0i
. community
— 72-171 Highway 111, Suite 110, Palm Desest, CA, 92260 affeCIATICM5 a TIT■TL
Office: 760.773.0123 or 760.773.24441 Fax: 760.773.5432
E-mail: clientservicesC&whitestarmgmt.com
10/10/2011 04:26 7607735432 WHITESTAR MGMT PAGE 03/03
RAUL PEREZ - - - - - 760-342-7272 P.1
1
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10/10/2011 04:26 7607735432 WHITESTAR MGMT PAGE 02/03
All.
AT LA QUINTA HOMEOWNER ASSOCIATION
ARCHITECTURAL IMPROVEMENT APPLICATION AND REVIEW FORM
Lot Numbdr: IJI Owner Name: ss E e,
Property Address: ��' 5;,- Contact Phone:%
I -A C4 ct / N _. )",74 0- yzzS
Nature of Improvement — - .
AAA
Color, if applicable: _ �'�� �-�b of e, , _—Estimate start
Location, if applicable: , :51 D e /17d
Dimensions, if applicable:
Construction materials, if applicable: ___
Supplier/vendor: Sehe�nJ�i�(pprox. Cose�fdr,_o—o_
4:�.L------
Attach an additional page for description, if necessary. One set of plans of all
improvements must be attached to this application to show location and dimensions, or a
picture of the item if more appropriate. If construction is involved, the owner is responsible
for obtaining City of La Quinta permit to do the work.
Owner Signature:
Send the applicati_ by any of the following:
Via email -- Irene@whitestarmamt.com
By mail to Watercolors c/o Whitestar Management
72-171 Highway 1 11, Suite 1 10
Palm Desert, CA 92260
Phone: 760.773.0123
Fax 760.773.5432
x*�x,�x*,�***,rxx�r*rrx�e,��,e,r�r*,r�rx*�ee�r: x,rx�,�.�*,.�,.**,�***,tee**�*��-w,►,►.,►...,�*,r�r,►*�r..,►.,ti►.#.,�,e,►�e,►*x **.*
For internal Use Only -
Date Received: C Inspection date, if applicable:
Approval Disapproval (circle one) Date:
Committee Signature: _ Board Liaison Initials:
Conditions:
Whitestar Management for Watercolors at la Qulnta HOA Rev. 1.11
Bin. .# .
Permit #
1
Project Address: 7
City of La Quinta
Butidfig a Safety Division
P.O. Box 1504,78-495 Calle Tampico
14.Quinta, CA 92253.:(760) 777-7012
Building Permit Application and Tracking Sheet
S�t` Owner's Name:.
A. P. Number.
Address: 7 e s
Legal Description:
Contractor. C
City, ST, Zip:
Telephone:
Address: ,�
`7
Project Description:
City, ST, Zip: d
,Q, 2p
woo
Telephone: -/Y^0 W, .12,
;
City Lie. #;
_ /
(�
State Lie. #: f`
Archy Bag., Designer.
Address:
City., ST, Zap:
Telephone:
State Lie. #:
Name of Contact Person:
Construe tion Type:. Occupancy:
ct type (circle one): New Add'n Alter Repair Demo
t(d UL 1:& z J d S #Stories: #Unit;:
lift.
Telephone # of Contact Person: [ ated Value of Project 800
APPLICANT: DO NOT WRITE BELOW THIS -LINE
#
Submittal
Pian Sets
Req'd
Recd
TRACMG PERMIT FEES
Plan Check submitted Item Amount
Strgctural'Cates
Reviewed, ready for corrections Plan Check Deposit, .
Truss Cales.
Called Contact Person Plan Cheek Balance
Till. 24 Cales.
Pians picked up Construction
Flood plain plan
Plans resubmitted Mechacilcal
Grading plea
V Review, ready for correctioushssue Electrical
Subcoutactor List
Called Contact Person Plumbing
Grant Deed
Plans picked up S.NLL
HOA Approval
Plans resubmitted Grading
AY ROUSE:-
''a 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
—71
Total Permit Fees
a.
UNITED DURALUME PATIO COVER, CARPORT AND COMMERCIAL STRUCTURE ENGINEERING
PAGES DRAWING SECTION DESCRIPTION
1 PROFESSIONAL ENGINEERING STAMPS AND TRIBUTARY WIDTH DIAGRAM
1 GENERAL NOTES
LATTICE COVER COMPONENTS AND CONNECTION DETAILS
2 PAGE STRUCTURAL CONFIGURATIONS
6 PAGES COMPONENTS/CONNECTION DETAILS
May 3, 2011
1 PAGE
LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES
4 PAGES
LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS USING ALUMINUM AND STEEL HEADERS IN NORMAL WIND AREAS
4 PAGES
LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS USING ALUMINUM AND STEEL HEADERS IN HIGH WIND AREAS
SOLID COVER COMPONENTS AND CONNECTION DETAILS
2 PAGE
STRUCTURAL CONFIGURATIONS
9 PAGES
COMPONENTS/CONNECTION DETAILS
2 PAGES
SOLID COVERS 4.0 PANEL SPANS FOR PATIO, CARPORT AND COMMERCIAL STRUCTURES
10 PAGES
5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN NORMAL WIND AREAS
10 PAGES
6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN .HIGH WIND AREAS
1 PAGE
M1.DWG
7.0 MISC DETAILS
1 PAGE
M3
7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES
1 PAGE
M4
7.0 CONCRETE FOOTING OPTIONS
1 PAGE
M5
7.0 REQUIREMENTS FOR LATTICE STRUCTURES WITH SURFACE MOUNTED POSTS ON CONCRETE. SLABS OR FOOTINGS FOR SINGLE SPAN ATTACHED LATTICE STRUCTUR S'
1 PAGE
M6
7.0 FORCES ON EXISTING STRUCTURES
1 PAGE
M7
7.0 STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS
1 PAGE
M8
7.0 CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS
_
May 2, 2011
i'= ° S,
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vvs2o»
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PROFESSIONAL ENGINEERING STAMPS PAGE AND d j1= ���� `` :��� F'��N CARL � ��� eN
TRIBUTARY WIDTH DIAGRAM ss#�v _'_�!��' ° `� '2'
E . 6r�croll i �'� V I�,;. ` Uj k ! . ��r''. I 1
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TNII ;1i �' moire �4MAUI
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EXPIRES 2125/ I -
MAY d 3 2011
THESE DRAWINGS DEFINE "TRIB WIDTH" FOR COMMON
STRUCTURES SSIo�y�l ,`i'0-puTA q4
Q: .%
PROJECTION PROJECTION = i O�•v�G�
WALL HEADER #1 HEADER 02 WALL HEADER
TRIB WIDTH TRIB WIDTH �— TRIB WIDTH TRIB WIDTH TRIB WIDTH
OVERHANG I— OVERHANG
I--- L1/2 L2/2 --- I U2 ••" . P.
L ,H ��'o��s KA NR�:
L 1/1�liti %
PROJECTION
HEADER TRIB _ HEADER TRIB t 11 t ``�,\\1\1 1 0' ; �'�/,-LL
WIDTH kl _, WIDTH rig ��N`�` PiiT t ��, ``��� �F L �S/gH4�io��� � �i5 f _ ti 1S�1 U2 LICENS ♦t 1A _ _ /. h 5��5 S� PROFE- N� 5 ii�_-
L ENGINE `'
R sem EE L Y ' E � •� �' •= 4575 E �M � � _, .,• ,. - �'
r,C ESR 2676 5/2/2011 Page 1 of 59 1
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W 1317011
ENGINEERS STAMP
GENERAL NOTES:
1, DESIGNED IN ACCORDANCE WITH THE 2006 INTERNATIONAL BUILDING CODE.
2. ALUMINUM DESIGN IN ACCORDANCE WITH THE 2000 EDITION OF ALUMINUM ASSOCIATION'S SPECIFICATIONS AND CHAPTER
20 OF THE INTERNATIONAL BUILDING CODE.
8. WOOD USED IN CONNECTIONS SHALL BE PROTECTED FROM WEATHER (EXTERIOR EXPOSURE) AS PER IBC SECTION 1403 AND /OR 1503, WHICHEVER IS
MORE STRINGENT.
t
9. ALL STEEL SHALL BE GALVANIZED PER ASTM A-653 G90, Al 23 G45 OR Al 53 B-3, PAINTED PER ASTM A755 OR PROTECTED WITH AN APPROVED COATING
COMPLYING WITH IBC SECTION 2203.2.
3. DESIGN LOADINGS: Ct = 1.2, 1 = 1.0, Ce = 1.0 (ALL EXPOSURES EXCEPT B AND C WHEN LOCATED TIGHT IN AMONG CONIFERS)
r
10. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED 3004H2x ALUMINUM MAY BE SUBSTITUTED FOR 3004H3x,
GROUND SNOW LOAD
DESIGN LOAD
10 PSF
10 PSF
LIVE LOAD ONLY
11. STEEL FASTENERS SHALL BE EITHER STAINLESS (3000 SERIES), GALVANIZED OR DOUBLE CADMIUM PLATED. BOLTS SHALL BE ASTM A-307 HOT DIPPED
20 PSF
25 PSF
20 PSF
21 PSF
LIVE LOAD ONLY
DESIGN ROOF SNOW LOAD
GLAVANIZED, MECHANICALLY GALVANIZED, ZINC ELECTROPLATED, ALUMINIZED OR 300 SERIES STAINLESS STEEL. CONCRETE ANCHOR BOLTS ARE
SPECIFED IN THE DETAILS. ALL WOOD SCREWS MUST COMPLY WITH ANSI/ASME STANDARD 818.6.1 AHD AND AF&PA NDS -05 11.1.4. ALL LAG SCREWS
30 PSF
25.2 PSF
DESIGN ROOF SNOW LOAD
ANSI/ASME B18.2.1 AND AF&PA NDS -05 11.1.3. ALL STEEL WASHERS TO BE ASTM F844 W/ DIMENSIONS - IN ACCORDANCE WITH ASME 818.22.1, TYPE. THE
40 PSF
60 PSF
33.6 PSF
50.4 PSF
DESIGN ROOF SNOW LOAD
DESIGN ROOF SNOW LOAD
MINIMUM WASHER DIAMETER SHALL BE 1" FOR BOLTED CONNECTIONS. ALL STEEL NUTS TO BE ASTM A563. SCREWS AND BOLTS SHALL HAVE A MINIMUM
EDGE DISTANCE OF 2X FASTENER DIAMETER.
FOR 0.25/12 < SLOPE < 1/12
WIND SPEEDS IN THE 2006 IBC ARE "3 SECOND GUST WIND SPEED." ALL STRUCTURES DESCRIBED IN THIS REPORT ARE
DESIGNED USING PRESSURES CALCULATED FROM "3 SECOND GUST WIND SPEEDS'. FOR ATTACHED STRUCTURES THE
MAXIMUM MEAN ROOF HEIGHT OF THE EXISTING STRUCTURE IS 30'. Kzt WAS ASSUMED AS 1.0 FOR ALL WIND LOADS. SITE
LOCATIONS REQUIRING HIGHER A HIGHER Kzt VALUE (ISOLATED HILLS, RIDGES, ESCARPMENTS) WILL REQUIRE HIGHER WIND
LOADS AS PER ASCE7-05 SECTION 6.5.7 AND ARE OUTSIDE THE SCOPE OF THIS REPORT.
NOTE: EXPOSURE B: SHALL APPLY WHEN THE GROUND SURFACE ROUGHNESS CATEGORY B (URBAN AND SUBURBAN AREAS,
WOODED AREAS, OR OTHER TERRAIN W/ NUMEROUS CLOSELY SPACED OBSTRUCTIONS HAVING THE SIZE OF A SINGLE FAMILY
DWELLING OR LARGER) PREVAILS IN THE UPWIND DIRECTION FOR A DISTANCE OF AT LEAST 1500 FT.
EXPOSURE C: SHALL APPLY WHEN EXPOSURE B AND D (SMOOTH MUD FLATS, SALT FLATS, UNBROKEN ICE AND OTHER) DO NOT.
SEISMIC LOADING
MAXIMUM Ss = 150% SHOWN IN 2006 IBC FIGURE 1613.5(1)
Ss> 150% ARE NOT REQUIRED AS PER ASCE7-05 12.8.1.3
S1 NOT APPLICABLE TO THESE STRUCTURES
SITE CLASS = D
BASIC SEISMIC FORCE RESISTNG SYSTEM
POSTS EMBEDDED INTO FOOTINGS = ORDINARY STEEL MOMENT FRAME >> R = 125
POSTS SURFACE MOUNTED = GENERIC SYSTEM >> R= 1.25
ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE
THESE ROOFS ARE NOT SUBJECT TO MAINTENANCE WORKERS AND HAVE NOT BEEN EVALUATED FOR A CONCENTRATED 300
LBF LOAD.
THE BASIS OF THE DESIGN FORCES ARE IN ACCORDANCE WITH THE BASIC LOAD COMBINATIONS DESCRIBED IN IBC SECTION
1605.3.2 AND NO FURTHER INCREASES ARE PERMITTED FOR PATIO COVERS RESISTING WIND OR SEISMIC FORCES.
4. THIS ENTIRE ENGINEERING PACKAGE IS NOT REQUIRED FOR MOST BUILDING PERMITS. SUBMISSION FOR A BUILDING PERMIT
MUST INCLUDE:
a. GENERAL NOTES (2 PAGES)
b. STRUCTURAL CONFIGURATIONS (1 PAGE)
c. RAFTER SPAN TABLES (FOR LATTICE STRUCTURES), PANEL SPAN TABLES (FOR SOLID COVER STRUCTURES) OR BOTH
(FOR COMBINATION STRUCTURES)
d. HEADER POST SPACING, FOOTING SIZE AND POST TABLE FOR LIVE/SNOW AND WIND LOAD
e. ALL APPROPRIATE DETAILS
f. OTHER DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY.
5. CONCRETE MIX: Fc=2500, 3000 OR 3500 PSI FOR 28 DAYS IN NEGLIGIBLE, MODERATE, AND SEVERE CONDITIONS AS SHOWN IN
FIGURE 1904.2.2 OF THE 2006 IBC. PATIO STRUCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT FOOTINGS (DETAILS
28, AQ AND AO) WHEN THE POST LOAD IS 750 LBF OR LESS AND THE FROST DEPTHE IS ZERO. CONCRETE SHALL BE A MINIMUM
OF 3.5 INCHES THICK AND NO CRACKS WITHIN 2'-6' OF POSTS. POSTS SHALL BESET BACK A MINIMUM OF 41NCHES FROM EDGE
OR EXPANSION JOINT OF A SLAB.
6. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL FROM TABLE 1804.2 OF 2006 IBC. ALLOWABLE FOUNDATION PRESSURE
IS 1500 POUNDS PER SQUARE FOOT. LATERAL BEARING PRESSURE IS 100 PSF/FT AND IS DOUBLED PER IBC SECTION 1804.3.1.
THESE DESIGN VALUES DO NOT APPLY TO MUD, ORGANIC SILTS, ORGANIC CLAYS, PEAT OR UNPREPARED FILLS AND MAY
REQUIRE FURTHER SOIL INVESTIGATION AS PER FOOTNOTE C OF TABLE 1804.2. UNITS IN ROOF SNOW/LIVE LOAD AREA OF 25
PSF OR LESS MAY BE BUILT ON 1000 PSF BEARING SOIL W/O ADDITIONAL ENGINEERING. MINIMUM FOOTING DEPTH IS THE
LOCAL FROST DEPTH.
7. 20 PSF AND HIGHER LIVE LOAD STRUCTURES MAY BE USED AS COVERS FOR PARKING OF MOTOR VEHICLES. CARPORTS
MUST HAVE AT LEAST TWO OPEN SIDES AND HAVE FLOOR SURFACES MADE OF APPROVED NONCOMBUSTIBLE MATERIAL OR
ASPHALT, ICC ESR 2676 5/2/2011
12. EMBEDDED POST SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES.
13. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN THE FIRST INTERIOR POST. (EXCEPT FOR FULL STRENGTH
SPLICES) FULL STRENGTH SPLICES (DETAILS X, Y, Z AND AA) MAY BE LOCATED ANYWHERE.
14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO ICG ESR 1730, 2196 OR EQUIVALENT AND USE HEADS W/ DIAMETERS EQUAL TO
#8 y', #10 = J", #12 =fl" AND #14 =j- OR STEEL WASHERS OF SIMILAR DIAMTER AND AS PER GENERAL NOTE #11
15. STRUCTURES SHALL NOT BE ENCLOSED IN ANY MANNER WITHOUT APPROVAL OF THE CODE OFFICIAL.
16. ALUMINUM SOLID ROOF PANELS ARE CLASS B FIRE RATED AS INDICATED BY THE EXCEPTION IN IBC SECTION 1505.3.
17. AT LEAST ONE HORIZONTAL DIMENSION (PROJECTION OR WIDTH) OF COVER SHALL BE LESS THAN 30'.
18. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS (OTHER THAN STAINLESS, ALUMINIZED OR GALVANIZED STEEL) OR
ABSORBENT BUILDING MATERIALS, LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FAYING SURFACES SHALL BE PAINTED OR OTHERWISE
SEPARATED IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I -A SECTION 6.6.1
19. WHEN A SINGLE SPAN ATTACHED UNIT IS ATTACHED TO A WOODEN DECK, THE MAXIMUM DEAD LOAD + SNOW/LIVE LOAD FROM THE PATIO COVER IS
750 LBS CONCENTRATED LOAD AT EACH POST AND THE POST SPACING SHALL NOT EXCEED THAT SPECIFIED FOR ATTACHING TO A CONCRETE SLAB. THE
MAXIMUM CONNECTION UPLIFT LOAD IS 1366 LBS FOR 90 MPH EXP C WIND SPEED. CONNECTIONS ARE FOR MAXIMUM PATIO ROOF HEIGHTS OF 12 FT FROM
GRADE. THE EXISTING DECK STRUCTURE MUST BE ADEQUATE TO SUSTAIN THESE ADDITIONAL LOADS. THE STRUCTURAL ADEQUACY OF THE DECK TO
SAFELY SUSTAIN THESE ADDITIONAL LOADS WILL REQUIRE APPROVAL BY LOCAL BUILDING AUTHORITY OR ADDITIONAL ENGINEERING. SEE DETAIL A6.
CONSTRUCTION OUTSIDE OF THESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING.
20. All structures must comply with one of the following: -
a. All structures with a roof snow load of 30 psf or less maybe built In Seismic Design Category (SDC) A -D up to the maximum Ss noted In General Note
#3.
b. Structures with flat roof design snow loads over 30 psf complying with IBC Section 1613.1 Exception #1 do not require additional seismic analysis.
Structures not complying with (a) or (b) require additional engineering seismic analysis.
21. DRIFTING SNOW IS ADDRESSED IN DETAIL
A4. SLIDING SNOW IS BEYOND THE SCOPE OF
THIS REPORT.
22. ALL MULTISPAN TABLES AND DETAILS
ASSUME EQUAL SPANS WITH A LONGEST SPAN
TO SHORTEST SPAN RATION OF 1.2. ALL
SPECIFICATIONS MUST BE BASED ON LONGEST
ACTUAL SPAN.
GENERAL NOTES FOR LATTICE STRUCTURES:
(PERTAINS TO LATTICE STRUCTURES (DETAILS
1-39)
1. SEE GENERAL NOTES #3 FOR LIVE AND
SNOW LOADS.
2. OPEN LATTICE STRUCTURES SHALL NOT BE
ENCLOSED.
3. SINGLE SPAN LATTICE STRUCTURES THAT DO
NOT USE DETAIL 26 OR 27 MUST USE DETAIL 17
OR 30 AND MUST COMPLY WITH TABLE L1 AND
L2 ON SHEET M5.
Page 2 of 59
May 3, 2011
RAFTER, SEE TABLE
FOR SIZE
AND SPACING
?So MAX. PROD.
y o SEE SCHEDULE
f xrSlrNG
8U
\D•Nc�
OPEN LATTICE TYPES
SEE SCHEDULE
7c
POST CROSS-SECTION,
p♦;LQ"'
SF
POSi IL,
P
T 8(f rHC
LSEE
RETE SLAB RE
n
p
ONSTRAINED
SF l
f lq
INGS
2
SEE SHEET M8
FOOTING, SEE SCHED. FOR CUBE SIZE
FREESTANDING
MULTISPAN LATTICE
STRUCTURE
6
Page 3 of 59
O
LENGTH OF STRUCTURE VARIES
HEADER
I
I
OST WITH S E -
p
PLATES SEE BETA
l
fF l &�F
SNC
I
3 1/2' SLAB ATTACHMENT
p
MAY BE USED WHERE
PERMITTED.
HB
SEE SCHEDULE
<F
`
FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE
1a ATTACHED SINGLE
4
SPAN
LATTICE.
STRUCTURE
12' MAX HGT FOR
_
PATIO COVERS
15' MAX HEIGHT FOR
OTHERS
HEIGHT
LENGTH OF STRUCTURE VARIES
cF" c CONCRETE SLAB
p REQUIRED FOR
CONSTRAINED
F lq ( FOOTINGS
�F SEE SHEET M8
OPEN LATTICE -TYPE PATI❑ COVER FOOTING, SEE SCHED. FOR CUBE SIZE
FREESTANDING SINGLE SPAN LATTICE STRUCTURE
3a
ICC ESR 2676 5/2/2011
RAFTER SEE
FOR �IZE
AND SPACING
HEIGHT
LENGTH OF STRUCTURE VARIES
RAFTER, SEE TABLE
FOR SIZE
AND SPACING/
HEIGHT
LENGTH OF STRUCTURE VARIES
8Ul(DINC
POST WITH SIDE-
PLATES S DETAIL
CONCRETE SLAB REQUIRED FOR
CONSTRAINED FOOTINGS
SEE SHEET M8
I. SEE SCHED. FOR CUBE SIZE
May 3, 2011
IV
�A A
S�3'.` r.
AY 1 za11
ENGINEERS STAMP
7c
POST CROSS-SECTION,
SF
POSi IL,
P
T 8(f rHC
LSEE
RETE SLAB RE
p
ONSTRAINED
SF l
f lq
INGS
SEE SHEET M8
FOOTING, SEE SCHED. FOR CUBE SIZE
FREESTANDING
MULTISPAN LATTICE
STRUCTURE
4a
Page 3 of 59
8Ul(DINC
POST WITH SIDE-
PLATES S DETAIL
CONCRETE SLAB REQUIRED FOR
CONSTRAINED FOOTINGS
SEE SHEET M8
I. SEE SCHED. FOR CUBE SIZE
May 3, 2011
IV
�A A
S�3'.` r.
AY 1 za11
ENGINEERS STAMP
RAFTER
DETAILS 11,
29, 30, 31
POST
HEADER
IF DETAIL 28 IS USED THEN -�
DETAIL 17 OR 30 MUST BE USED
DETAILS 27,28
Y
1b ATTACHED SINGLE SPAN LATTICE STRUCTURE
DETAILS 11, 13, 16, 17
29, 30, 3'
OPEN LATTICE -TYPE PATIO COVER
FREESTANDING SINGLE SPAN LATTICE STRUCTURE
3b .
ICC ESR 2676 5/2/2011
12' MAX HGT FOR
PATIO COVERS
5' MAX HEIGHT FOR
OTHERS
36
)ETAIL
DETAILS 11, 13, 1(
29,
DETAILS 27.28
.4-
FREESTANDING MULTISPAN LATTICE STRUCTURE
4b
Page 4 of 59
'p''`°AC
AIL 37, 39
DETAIL 36
TUBE
34, 35, 38
May 3, zo11
ENGINEERS STAMP
OPEN
LATTICE TYPES
�FxsTI
Dl4G�
RAFTER
DETAILS: DETAILS 11, 13,16,17,-
RAFTER: 6, 7, 9 29, 30.31
DETAIL 36
HEADER: 10, 11, 12, 13, 14 ,
15,16
DETAIL
37, 39
POST: 18, 19 , 21, 23,24
POSTS FOR HEADER
LATTICE TUBE
FREESTANDING AND
MULTISPAN UNITS: POST
DETAILS 34, 35, 38
19 AND 24 (STEEL ONLY)
LATTICE TUBE: 5,8
DETAILS 11, 13, 16, 17
29, 30, 3'
OPEN LATTICE -TYPE PATIO COVER
FREESTANDING SINGLE SPAN LATTICE STRUCTURE
3b .
ICC ESR 2676 5/2/2011
12' MAX HGT FOR
PATIO COVERS
5' MAX HEIGHT FOR
OTHERS
36
)ETAIL
DETAILS 11, 13, 1(
29,
DETAILS 27.28
.4-
FREESTANDING MULTISPAN LATTICE STRUCTURE
4b
Page 4 of 59
'p''`°AC
AIL 37, 39
DETAIL 36
TUBE
34, 35, 38
May 3, zo11
ENGINEERS STAMP
r
2" x 3" LATTICE TUBE 6 2" x 6%2" RAFTER/SIDE PLATE 7OO O 3" x 8" RAFTER ALUM. ALLOY 3004-H34 OR EQUAL - (ALUM. ALLOY 3004-H34 OR EQUAL) ( )
(ALUM. ALLOY 3003 H14) .
0.28" 3 2" 3"
0.024"
0.018" 2"
0.032"
0.040" 6.5" 0.042"
8"
2"x3" LATTICE @ 5" O/C MIN
Li
May 3, 2011
ostslON
g SQUARE r -*\T
O g DOUBLE 2" x 6%2" RAFTERS l'!"LATTICE TUBES _ 3s
O Y 4 H34 ORE AL
(ALUM. ALLOY 300 QU ) �(ALUM. ALLOY 3003-H14)
0.28" 2 - 3-
T
0.018" 1.5" - 2" - 3"
1.5" LATTICE @ 3" O/C MIN
2" LATTICE @ 4" O/C MIN
3" LATTICE @ 6" O/C M I N
ICC ESR 2676 5/2/2011
3" MAX I 2" l
0
0
Page 5 of 59
7
1
10
11
12
13
14
3" SQ. STEEL BEAM
DBL. 2" x 6:5"
BEAM
3" x 8" BEAM
DBL. 3",x 8" BEAM
3" x 8" BEAM
(ASTM A653 GRADE 40)
(ALUM. ALLOY 3004-1-134 OR EQUAL)
(ALUM. ALLOY 3004-1-134 OR EQUAL)
(ALUM. ALLOY 3004-1-134 OR EQUAL)
W1 STL. INSERT
3" SQ.
--� 1.00' I--
0.048"
I.2"
I
6.5"
1
-I
0.032"
2"
_
T I
5' 6.5"
1 ' I
1
3.0'
8.0" 0.042"
'i i
I — 3.0� --, f 3.0" --i
0.042" T
8. 6". 8•
I L
J.
1— 3• -- {
0.042" —r
6'
(4) #14 SMS PER SIDE
SEE DETAIL 17 FOR"''
SCREW PATTERN
POSTE OR STRONGER
(DETAIL 24)
(4) #14 SMS PER SIDE
SEE DETAIL 17 FOR POST F OR
SCREW PATTERN
STRONGER
(DETAIL 23)
DETAIL 12.
2'
DETAIL 15
May 3, 2011
3" x 8" BEAM
DBL. STEEL 3" x 8" C BEAM 17
MOMENT
.SSION
��O
N c�y�
•/-,-.DOUBLE BEAM I 1�39:
RESISTING FRAME (DETAILS 11, 13 0R 16) s/ a^
STEEL INSERT
(ASTM A653 SS GRADE
0.042'x3-DxET`+LAIL;z
I--3.o"-�
FOR DOUBLE HEADERS
FOFOA�,FOR��P
50 CLASS 1)
0.875"
T
I
7.875•
_ 0.070" = 14 Gau
0.105" = 12 Gau
STEEL C INSERT
DETAIL 15
6•
3"
EIGHT #14 SCREWS
OR 1/4• BOLTS!
8.
EIGHT #14 SMS FOR
FOOTINGS UP TO d = 39"
EIGHT 1/4" BOLTS FOR
FOOTINGS UP TO d = 42'�
TWELVE 1/4" BOLTS FOR
FOOTINGS UP TO d = 48"
1• MIN
FOR "H" SEE DETAILS
H 11, 13 OR 16
i;.^
r
�-- 2.875"
STEEL POST
DETAILS 19 OR 24
eJ t. �] S�j
®Q { 1 J L U 1
MAY
ICC ESR 2676 5/2/2011
Page 6 of 59
ENGINEERS STAMP
18 3" SQ. ALUM POST
ALUM. ALLOY 3004H34
3.00"SQ.
032"
ALUM.
21 3" SQ. ALUM POST WITH
SIDE PLATES
ALUM. ALLOY 3004-1134
032" A SMS
.024" @24"O.C.
EA. SIDE
F-
6.5" 3 " l DETAIL 18 .
032"
5/8" PLASTIC
24 3" SQ. ALUM POST ALUM. ALLOY 3004-1134
3" SQ. STEEL POST ASTM A653 SS GRADE 40
3.00" SQ.
14"R .040" ALUM
TYP. .048"STEEL
.28"
ICC ESR 2676 5/2/2011
20 STEEL "T" BRACKET FOR 3" POSTS
19 SQ. STEEL POST ASTM A653 GRADE 33
ASTM A500 GRADE A 5.5"
t 5116" 0.5•
"=.. 1.5 " 1 .7 5• O
'
3"SQ.x=188" OJ— OO
v =3SQ.xtt2501 1" O
3.0"
O �—O
O J=4"SQ.xt=.188�.
cl)11 3181/a•�
=4"SQ.xt=05
�-- 2.18• 1
0.70
3" OR 4" 3I8"
1.0 0.125' 2.5"
22 O ALUM "T"
BRACKET
.090" BRACKET FOR 3" POSTS
ALUM. ALLOY 6063-T5
1
3.00" OR 23 MAG POST -3" SQ. ALUM POST
2.40„ ALUM. ALLOY 6063-T5 May 3.2011
1.375" 3.00" SQ.
75"
.075"
AL
0 ANCHOR BOLT
1.60"
090" TYP.
Page 7 of 59
ICC ESR 2676 5/2/2011
27 EMBEDDED STEEL POST
STEEL POST
DETAILS 19 OR 24
1/2"0 x 9" ASTM A615 GRADE 60 REBAR
v
d" 18" MIN
°
v u.
:v
v � d
v
9
A
d
F
POST ON CONC. SLAB OR FOOTING
FOR SINGLE SPAN ATTACHED STRUCTURES ONLY
THIS DETAIL REQUIRES DETAIL 17 OR 30
28
3" SO. POST
ALUM.. FOUR #14 SMS SCREWS
EACH SIDE FOR
FOOTINGS UP TO d = 26"
STD 3" ALUM OR STEEL BRCKT
SEE DETAILS 20 OR 22
I
3�5" MIN
3/8"PJ GALVANIZED POWERS PE1000+ .
2Yz" MIN EPDXY ADHESIVE ANCHOR (ICC ESR 2583)
EDGE DISTANCE W/ 2,375" EMBED AND 1"0 WASHER OR
EQUIVALENT
Page 8 of 59
May 3, 2011
Pkf y,� *
Vll
C.
,
iA � �,
�
G 1a
Yn _
s`
T
OF
MAY 3 2 el
ENGINEERS STAMP
29 3"x8" BEAM W/ STEEL INSERT TO
POST USING ALUM. T BRACKET
FOUR #14 SMS FOR FOOTINGS UP TO d =25"
EIGHT #14 SMS FOR FOOTINGS UP TO d = 31"
0.625 in — — — — — — — — —
0 0 0 0 3 x 8." x .042" HEADER W/ STEEL INSERT
1"
2 Y2 OUR #14 SMS
\STEEL OR ALUM T -BRACKET
(Detail 20 or 22)
POST/FOOTING
CONNECTION
DETAIL 27 3" X 3" STEEL POST
IS REQUIRED
DETAILS 32 AND 33 ARE NOT USED
ICC ESR 2676 5/2/2011
OMOMENT RESISTING FRAME
30 FOR SINGLE HEA ERS 3 X8 BEAM
(DETAILS 12 OR 14)
111
OO
Ir --I
#14 SCREW 411
EIGHT PLCS
L -J
31
0.024"x2"x6.5"
SIDEPLATE 4 #14 SMS ^ EA SIDE
O DETAIL 6 ( ) �%
24" o/c approx
#14 SCREWS a24" O/C
EIGHT PLACES
34 STUB POST TO DOUBLE HEADER
CONNECTION
r #8 S.M.S. W/ 5/16" DIAMETER WASHER EACH SIDE
r—LATTICE TUBES PER DETAIL 36
2"x6.5" OR 3"x8" RAFTER
O
2)- #14 S.M.S. EACH RAFTER
DOUBLE 3"X8" OR
2"X6.5" HEADER
0.040"X3"x3" 3004H34 ALUMINUM (2)- #14 S.M.S. TO EACH HEADER
STUB POST CONNECTOR
Page 9 of 59
(4)-#14 SMS @ EA. SIDE
SIDEPLATE TO HEADER
I" X 3" ALUM. OR
STEEL POST
May 3, 2011
RAFTER TO HEADER
"U" BRACKET CONNECTION
6063T6
35 3.125" FOR 3 x RAFTER
2.125" FOR 2 x RAFTER
All—We Tiib WrtID1
1 1/2-- t =.040"
._.�0.,_._
Speed ' t('n) IK -.d r 2 3 1 a 5
9D MIH
0.012Duubk
2x6 N'
13'
W
SEAL TOP SIDE
6iiC
i.W2
0.002'x3".r 6'-
-S'
1r
13•
WOOD WITH MIN SG = 0.5
0.002
D.b-3x8 17
1Y
13'
13'
110WH0.032
13' 12'
Duubk 2x6 6
12'
13'
lY
�pc
o.az
o.arxlle-_ �•
r
s
11•
0.042
Da+bk 30 9'
-13_
i3'
A'
U
Q
w. 0101•
Screws
max.:
1fOM1AY IdG 8-S1e11C
B1p C 1dG OwWe Sled C .20'. ..... t ....; .. .
DOUBLE HEADERS USE ONE BRACKETS PER HEADER
SEE TABLE FOR NUMBER
TWO #8 xSMS ATTACHING OF #8 SMS w/ J" WASHERS
BRACKET TO EACH RAFTER --I
OR #14 SMS ATTACHING
\ / I BRACKET TO HEADERS
1/2' MIN,
i
O
0
2.750
ALUM RAFTER 3
RAFTER TO HEADER
DIRECT CONNECTION
(3)-#14 S.M.S. X8 HDR
SEE TABLE
FOR MAX TRIB
LATTICE TO RAFTER
36 CONNECTION
#8 SCREWS W/ J -
DIAMETER WASHERS
SCREWS }'LONGER
THAN LATTICE HEIGHT --SEE DETAILS 5 AND 8
1R" MIN
ALUM RAFTER
37
LEDGER TO STRUCTURE
CONNECTION
EXISTING
SHEATHING
RAFTER
TO STRUCTURE
SSIo1111Npppp
W
SEAL TOP SIDE
h
O
0O
#14 SCREWS INTO SOLID
105 110
6 \i J�9
i�
w
WOOD WITH MIN SG = 0.5
15' 13' 11'
CONTINUOUS 2•x6` DOUGLAS FIR
61
85
LEDGER OR PROVIDE SIMPSON
cn
X
13' 12'
STRONG TIE MSTA36 (ICC ESR 2105)
LU
15' . 1 15' j 15' 13' _12'
AT SPLICE LOCATION
VIL'
019-1FOFCAL1F01
COVER W/ 0.019' ALUMINUM
InM
i
1/4" LAG SCREW
Z Z
z
j
SEE TABLE 7.7 FOR MAX
cz
RAFTER SPANS
U
Q
SEE GENERAL NOTE #8
max.:
w LL
EXISTING 1' STUCCO
OR EQUAL
SEE GENERAL
2.25- EMBED INTO WOOD FRAMING
MAY ATTACH TO/
WITH MIN SG=0.5
l'minNOTE
'39
May 3, 2011
RAFTER
TO STRUCTURE
SSIo1111Npppp
W
h
O
0O
#14 SCREWS INTO SOLID
105 110
6 \i J�9
i�
w
WOOD WITH MIN SG = 0.5
15' 13' 11'
10' 9'
61
85
SEE TABLE 7.6 FOR NUMB
R
13' 12'
'� 11 1�.('
11
>O
>
15' . 1 15' j 15' 13' _12'
—15'-'—:1-5'15'
VIL'
019-1FOFCAL1F01
I
MAXIMUM HEADER TRIBUTARY WIDTH ALL
i
Z Z
z
j
#10 SMS
U
Q
(FOUR PER RAFTER
w LL
SEE GENERAL
—
MAY ATTACH TO/
I
l'minNOTE
#8
LEDGER DETAIL 37 J
OR EAVE (DETAIL BC)
�% ��'t� ►� ~ �```
O.Y MINi
"i i n ntl i41
RafterI
;Wind Speed (MPH) j
Gauge
Exposure B I Exposure -C
(in)
85 1 90 1100 105 110 85 90 100
105 110
0.024
64
15' i 13' 11' 1 10'' ' 9'
15' 13' 11'
10' 9'
0.032
85
15'. =, ! 15'._, 14_ ; 13' i 12'_
15' ; 15' j 14'
13' 12'
0.04
891
15' . 1 15' j 15' 13' _12'
—15'-'—:1-5'15'
13' 12'
j
MAXIMUM HEADER TRIBUTARY WIDTH ALL
i
ICC ESR 2676 5/2/2011
Page 10 of 59
�l0.055"t
1• I-=— 2--1
ALUM RAFTER
6063T5 ALUM "U"
BRACKET (t = 0.055")
BRACKET FITS INSIDE
RAFTER
LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES
0.024'W"x6.625" Rafter Mjlticnan) 0.032"x2"x6.625" Rafter (Multisnan)
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exp B Exposure C
1
(s
(in)
110 90 105 110
10
24"
7'-4"
7'4"
V-10"
6'4"
LIVE
20
8'4"
8'4"
7'-9"
T-3"
16"
9'-8"
91-8"
9'-0"
81-5"
12"
11'-8"
11'-8"
10,_8"
10,_0"
20
24"
4'4"
4'-4"
4'-4"
4'-4"
LIVE
20"
5'-0"
5'-0"
5'-0"
5'-0"
16"
5'-11"
5'-11"
5'-11"
5-11"
12"
T-4"
7.4..
T-4"
7.4..
25
24"
4'-1"
4'-1"
4'-1"
4'-V-
20"
4._9..
4,_9..
4.-9..
4._9.,
16"
5'-8"
5'-8"
5'-8"
5'-8"
12"
T-1"
T-1"
T-1"
7'-1"
30
24"
T-6"
T-6"
T-6"
T-6"
20"
4'-1"
4'-1"
4'-1"
4'-1"
16"
4'-11"
4'-11"
4'-11"
4'-11"
12"
6'-2"
6'-2"
6'-2"
6'-2"
40
24"
2'-9"
2'-9"
2'-9"
2'-9"
20"
T-3"
T-3"
3'-3"
3'-3"
16"
T-11"
T-11"
T-11"
T-11"
12"
4'-11"
4'-11"
4'-11"
'4'-11"
60
24"1'-11"
2'-0"
1'-11"
2'-0"
2'-0"
20"
2'-3"
2'-3"
2'-3"
2'-3"
16
2'-9"
2'_9•
2'-9"
2'-9"
12"
3'-6"
3'-6"
3'-6"
3'-6"
0.
Snan)
IABLt 1.1
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure B Exposure C
(psf)
(in)
90 110 90 110
10
24"
10'_2"
8'-2"
8'-7"
6'-4"
LIVE
20"
11'-5"
9'-3"
9'-8"
7'-3"
16"
12,_9"
10'_7,
11•_1"
8'-5"
12"
14'-8"
12'_6,•
13,_1"
10,_0„
20
24"
5'-2"
5'-2"
5'-2"
5'-2"
LIVE
20"
6'-2"
6'-2"
6'-2"
6'-2"
16"
7'-8"
T-8"
T-8"
7'-8"
12"
10•_2"
10'-2"
10'_2"
10'_0"
25
24"
4'-11"
4'-11"
4'-11"
4'-11"
20"
T-10"
5'-10"
5'-10"
V-10"
16"
8'-8"
8'-8"
8'-8"
8'-8"
12"
9'-9.1
9._9.1
9._9..
9._9.1
30
24"
4'-1"
4'-1"
4'-1"
4'-1"
20"
4'-11"
4'-11"
4'-11"
4'-11"
16"
6'-1"
6'-1"
6'-1"
6'-1"
12"
8'-1"
8'-1"
8'-1"
8'-1"
40
24"
T-1"
T-1"
3'-1"
3'-1"
20"
T-8"
3'-8"
T-8"
3'-8"
16"
4'-7"
4'-7"
4'-7"
4'-7"
12"
6'-1"
6'-1"
6'-1"
6'-1"
60
24"
2'-0"
2'-0"
2'-0"
2'-0"
20"
2'-5"
2'-5"
2'-5"
2'-5"
16"
T-1"
T-1"
T-1"
T-1"
12"
4'-1"
4'-1"
4'-1"
4'-1"
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exp B Exposure C
(psf)
(in)
110 90 105 110
10
24"
10'-10"
10•_10„
10,_10"
10'-7"
LIVE
20"
12'-2"
12'-2"
12'-2"
11'-9"
16"
14'-0"
14,_0„
13'-11
13'-2"
12"
16,-6"
16'-6"
16-1"
15,_3"
20
24"
6'-8"
6'-8"
6'-8"
6'-8"
LIVE
20"
7'-7"
T-7"
T-7"
T-7"
16"
8'-11"
8'-11"
8'-11"
8'-11"
12"
10'-10"
10'-10"
10'-10"
10'-10"
25
24"
6'-5"
6'-5"
6'-5"
6777-
20"
T-4"
7'-4"
7'4"
7'4"
16"
8'-8"
8'-8"
8'-8"
8'-8"
12"
10'-6"
10,_6"
10,-6"
10,-6"
30
24"
5'-7"
T-7"
5'-7"
5'-7"
20"
6'-5"
6'-5"
6'-5"
6'-5"
16"
T-7"
7'-7"
7'-7"
T-7..
12"
9._3..
9._3..
9._3..
9._3..
40
24"
4'-5"
4'-5"
4'-5"
4'-5"
20"
5'-2"
5'-2"
5'-2"
5'-2"
16"
6'-1"
6'-1"
6'-1"
6'-1"
12"
7'-7"
T-7"
T-7"
7'-7"
60
24"
T-1"
3'-1"
3'-1"
3'-1"
20"
T-8"
3'-8"
3'-8"
3'-8"
16"
4'-5"
4'-5"
4'-5"
4'-5"
12"
5'-7"
5'-7"
5'-7"
5'-7"
IAbLt 1.2
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure B Exposure C
(PSI)
(in)
90 110 90 110
10
24"
14'-1"
13'-0"
13'-6"
10'-7"
LIVE
20"
15'-5"
14'-4"
14'-10"
11'-9"
16"
17,-2"
16'-0"
16,_8"
13'-2"
12"
19,_8"
18'-6"
19'-2"
15'-3"
20
24"
8'-10"
8'-10"
8'-10"
8'-10"
LIVE
20"
10,_6"
10'_6"
10'-0"
10,-6"
16"
12'_3„
12,_3"
12'-3"
12'-3"
12"
14,_1„
14,_1"
14'_1"
14'-1"
25
24"
8'-5"
8'-5"
8'-5"
8'-5"
20"
10,_1"
10'-1"
10'-1"
10'-1"
16"
12'-0"
12,_0„
12,_0••
12'_0"
12"
13'_9,•
13,_9"
13'-9"
13'-9"
30
24"
T-0"
T-0"
T-0"
T-0"
20"
8'-5"
8'-5"
8'-5"
8'-5"
16"
10'-6"
10'-6"
10•-6„
10'-6"
12"
12'-7"
12,_7•,
12'-7"
12•_7"
40
24"
5'-3"
5'-3"
5'-3"
5'-3"
20
6' 4"
6'-4"
6'-4"
6'-4"
16"
T-10"
7'-10"
T-10"
T-10"
12"
10'-6"
10'-6"
10'-6"
10'-6"
60
24"
3'-6"
T-6"
T-6"
T-6"
20"
4'-2"
4'-2"
4'-2"
4'-2"
16"
5'-3"
5'-3"
5'-3"
5'-3"
12" 1
T-0"
T-0"
1 T-0"
1 T-0"
n 040"r7Y6 625" Rafter /Multisnan\
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exp B Exposure C
(pso
(n)
110 90 105 110
10
24"
14'-4"
14'-4"
14'4"
14'-3"
LIVE
20"
16'-0"
16'-0"
16'-0"
15'-8"
16"
18'-3"
18'-3"
18'-3"
17,_5"
12"
21'-5"
21'-5"
20'-5"
19'-10"
20
24"
9'-2"
9'-2"
9'-2"
9'-2"
LIVE
W'
10'-4"
10'-4"
10'-4"
10'-4"
16"
12'-0"
12'-0"
12,_0"
12'_0"
12"
14'-4"
14'-4"
14•-4"
14'-4„
25
24"
8'-10"
8'-10"
8'-10"
8'-10"
20"
10'-0"
10'-0"
10'-0"
10'-0"
16"
11,-7"
1V -T,
11,_7,
11'-7'
12"
13'-11"
13'-11"
13'-11"
13'-11"
30
24"
7'-9"
T-9"
T-9"
T-9..
20"
8'-10"
8'-10"
8'-10"
8'-10"
16"
10'-3"
10'-3"
10'-3"
10'-3"
12"
12'-5"
12'-5"
12'-5"
12'-5"
40
24"
6'-3"
6'-3"
6'-3"
6'-3"
20"
7•-2"
7_2"
7_2"
7-2"
16"
8'-5"
8'-5"
8'-5"
8'-5"
12"
10'-3"
10'-3"
10'-3"
10'-3"
60
24"
4'-6"
4'-0"
4'-6"
4'-6"
20"
5'-0"
5'-3"
5'-3"
5'-3"
16"
6'-3"
6'-3"
6'-3"
6'-3"
16"
6'-11"
6'-11"
6'-11"
6'-11"
0.040"x2"x6
0.042"xTW" Rafter (Multisoan)
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exp B Exposure C
(ps
(in)
110 90 105 110
10
36"
12•_5"
12'_5"
12'_5"
12,_5"
LIVE
32"
13'-5"
13'-5"
13'-5"
13'-5"
24"
16'-1"
16•_1"
16'-1"
15'-9"
16"
20'-5"
20'-5"
20'-3"
19'-2"
20
36"
T-7"
T-7"
T-7"
T-7.,
LIVE
32"
8'-3"
8'-3"
8'-3"
8'-3"
24"
10'-2"
10'_2"
10,_2"
10,_2"
16"
13'-5"
13'-5"
13'-5"
13'-5"
25
36"
T-3"
T-3"
7'-3"
T-3..
32"
8'-0"
8'-0"
8'-0"
8'-0"
24"
9'-10"
9'-10"
T-10"
T-10"
16"
13'-0"
134"
13'-0"
13'-0"
30
36"
6'4"
6'-4"
6'4"
6'-4"
32"
6'-11"
6-11"
6'-11"
6'-11"
24"
8'-7"
8'-7"
8'-7"
8'-7"
16"
11,_6"
11'_6"
11'_6•,
111-4-
40
36"
5'-0"
5'-0"
5'-0"
5-0"
32"
5'-6"
5'-6"
5'-6"
5'-6"
24"
6'-11"
V-11"
V-11"
6-11"
16..
9._5..
9'-5"
9'-5"
9'-5"
60' ,
36"
3'-6"
3'-6"
T-6"
3'-6"
32"
3'-10"
T-10"
T-10"
T-10"
24"
5'-0"
5'-0"
5'-0"
5'-0"
16"
6'-11"
6'-11"
6'-11"
6'-11"
I AbLt l.:t IAtSLt 1.4
NOTE: RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN
n n42"r3"z R" Raftpr rSinnlp snnnl
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure B Exposure C
(pso
(in)
90 110 1 90 110
10
24"
17'-10"
17'-2"
17'-9"
14'-3"
LIVE
20"
19'A"
18'-9"
19'-1"
15,_8•,
16"
20•-6"
20'-5"
20'-6"
17,_5•,
12"
22'-7"
22_3"
22'-7"
19'_10"
20
24"
12'-9"
12,_9„
12'_9"
12'_9"
LIVE
20"
13•_11•,
13'_11"
13'_11"
13'-11"
16"
15'-6"
15'-6"
15'-6"
15'-6"
12"
17'-10"
17'-10"
17'-10"
17'-10"
25
24"
12'-5"
12,_5,
12,_5,
12'_5'
20"
13'-7"
13,_7,
13,_7•,
13'_7,
16"
15'-2"
15'-2"
15'-2"
15'-2"
12"
17'-5"
17;_5'
17.5"
17'_5,
30
24"
10,-7"
10•_7"
10•_7"
10,_7•
20"
12'-5"
12•_5"
12•_5"
12,_5••
16"
13'-10"
13'-10"
13'-10"
13'-10"
12"
15•-11"
15•_11.
15•_11.
15•_11"
40
24"
T-11"
T-11"
T-11"
T-11"
20.,
9.-6"
9,-6..
9._6..
9'-6"
16"
11•_10,•
111_10.
11,_10,•
11•_10"
12"
13'-10"
13'-10"
13,_10•
13•_10.•
60
24"
5'-4"
5'-4"
5'4"
5'4"
20"
6'4"
6'4"
6'-4"
6'-4"
16"
T-11"
7'-11"
7'-11"
T-11"
12"
10'-7" 1
10•_7"
10._7"
10'-7"
Ila; tJK Zbfb b/'ZIZU1 TFABLE 1.5 IABLt 1.6 rage 11 oT ou IAbLt 1.1
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure B Exposure C
(psf)
(in)
90 110 90 110
10
36"
16'-6"
15'-5"
16'-0"
12'-8"
LIVE
32"
17'-5"
16'-5"
17'-1"
13'-6"
24"
20'-0"
19,_1"
19,_9"
15'_9'•
16"
24,_2'•
23,_2"
24,-0"
19'_2"
20
36"
9'-8"
9'-8"
91-61•
91-8"
LIVE
32"
10'-10"
10'-10"
10'-10"
10'-10"
24"
14'-4"
14'-4"
14'4"
14,4"
16"
17•_5,.
17'-5"
17'_5,
17,_5,
25
36"
9'-3"
9'-3"
9'-3"
9'-3"
32"
10'4"
10,4„
10'4"
10,4"
24"
13,_9•,
13,_9"
13'-9"
13'-9"
16"
17,_0"
17•_0"
17'-0"
17'-0"
30
36"
T-8"
T-8"
T-8"
7'-8"
32"
8'-8"
8'-8"
8'-8"
8'-8"
24"
11'-6"
11'-6"
1 V-6"
11'-6"
16"
15•_7•
15•_7•,
15•_7"
15•_7,
40
36"
5'-9"
5'-9"
5'-9"
5'-9"
32"
6'-6"
6'-6"
6'-6"
6'-6"
24"
8'-8"
8'-8"
8'-8"
8'-8"
16"
12'-11"
12'-11"
12,_11•
12'-11"
60
36"
T-10"
T-10"
S-10"
T-10"
32"
4'4"
4'4"
4'-4"
4'4"
24"
5'-9"
5'-9"
5'-9"
5'-9"
16"
8'-8"
8'-8"
8'-8"
8'-8"
MULL t.b
United Duralume
350 S. Raymond Ave
Fullerton, CA
Carl Putnam, P. E.
3441 Ivylink Place
Lynchburg, VA 24503
cad putnam(a)comcast.net
RAFTERS O/C SPACING MAY BE DOUBLED IF THE
RAFTERS ARE DOUBLED UP TO 48" OIC
May 3, 2011
VIL �p
OF CALIF
Y 1 3 Lail
I ATTICF Cr3VFR 2.D PACT SPACINr:C FOR PATin ANn rl1MMFRPJAI r nv F:RC 9n MPN wimn ARFA4
0.042'7x3"x89
Box Beam Detail 12 Double 0.042"x3- x89 (Detail 13 Double 0.0329x2"x6.5" Detail 11
0.042'W -W Box Beam Detail 12
Double 0.042"x3"x8" Detail 13 Double 0.032'k2'7x6.5" (Detail 11)
TABLE 2.1
Attached single Freestanding or Attached single Freestanding or Attached Single Freestanding or TABLE 2.1
ARacned singes Freestanding or
Attached Single Freestanding or .2*SingileFreestanding or
26
Seen Structure Mullis an Units Span structure Multis an Units span structre Multis an Units
spn struma Multis n Units
scan strcture Multis an Units spaMulOs n Units
GROUND TRIB MAX POST MAX
MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIS MAX POST
MAX MAX POST LENGTH
MAX MAX POST LENGTH MAXMAX POST LENGTH
SNOW WIDTH POST REO'D POST
MIN FOOTER 8' I 10' I 17 POST MIN FOOTER 8' 1 10' I 17 POST MIN1017SNOW WIDTH POST REO'
POST MIN FOOTER 0 I 10• I 17
POST MIN FOOTER 8' I 10 I 17 POST MI8' I 10 I 12'LOAD
(FT) SPACING FOR SPACIN
POST $IZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS SPACING POS SIZE CONSTRAINED FOOTS LOAD (FT) SPACING FOR
SPACIN PO SQE CONSTRAINED FOOTS
SPACIN POST SIZE CONSTRAINED FOOTS SPACING POCONSTRAINED FOOTS(PSF)
ON SLAB SLAB IFT)
TYPE 'd' 'd' 'Q.'d' (FT) TYPE "d' 'd' 'C 'd (FT) TYPE "d' 'C"'(PSF) ON SLAB SLAB
(FT) TYP"C'd-'d' "d'
(FT) TYPE 'd- "d' "d" 'd' IFT) TY"d' 'd"(FTI
18
lint (!n) lin) On) Im) (!n) 0.) lint (in) (in) lm! lint (FT)
C 1 (int lin) (in)
(in) tint hn) lin) On) I (in) (in)
10
ae 3r^
rs 27-r
e C
13'3"
C
18
24
26
27
20'6"
C
20
27
28
30
14'-5•
C
18
24
25
27
LIVE
3.5
1915•
C
17.1'
C
18
24
25
27
19'-1"
C
21
26
28
29
13'-3"
C
19
23
25
26
4'-5"
4
1T6
C
11'-2"
C
18
23
25
26
1T-10'
C
21
26
28
29
12'4"
C
18
23
24
26
16
4.5
1S-1"
C
104"
C
19
23
24
26
16'6"
C
22
26
27
29
11'6'
C
19
23
24
25
21
5
13'-7"
C
9'6"
C
19
23
24
25
15-10'
C
22
25
27
28
10'-101
C
20
22
24
25
18
5.5
12'A"
C
9'-1"
C
19
22
24
25
15'40"
C
23
25
27
28
10'3"
C
20
22
23
25
1 2'-0'
6
11'-0"
C
8'6'
C
19
22
24
25
14'4"
C
23
25
26
28
0-9"
C
20
22
23
24
6'-7•
6.5
10-5"
C
8'-1"
C
19
22
23
25
17-8"
C
23
24
26
27
9'3"
C
20
22
23
24
14
7
06'
C
T6'
C
20
22
23
24
13'-Y
D
23
24
26
27
8'-10"
C
20
21
23
24
20
7.5
0.1'
C
T-0'
C -
20
21
23
24
176"
D
24
24
26
27
81-61
C
21
21
23
24
8
B6'
C
T-0'
C
20
21
23
24
17-2'
D
24
24
25
27
8'-1"
C
21
2122
24
24
7-5"
8.5
8'-0'
C
V-8-
C
20
21
22
24
111-9"
D
24
24
25
26
T-10"
C
21-
21
22
23
74"
9
T6'
C
61S"
C
20
21
Z2
23
11'4"
D
24
24
25
26
T6
C
21
21
22
23
9.5
T -Y
C
6'-2"
C
20
21
22
23
11111"
D
24
24
25
26
T-3"
C
21
21
22
23
10
1-9"
C
5'-11"
C
20
21
22
23
101-8"
D
25
25
25
26
T-0'
C
21
21
22
23
11
V-2'
C
5'6"
C
20
20
22
23
10'-1"
D
25
25
25
26
6r
C
22
22
22
23
12
SS"
C
5'-2"
C
21
21
22
23
B'6'
D
25
25
25
25
S-7
C
22
22
22
23
13 1
S -Y
C
4'-9'
C
21
21
22
23
9'-t'
D
25
25
25
25
6'-10"
C
22
22
22
23
an MPH
FXPnSl1RF
C
10
3
27.8"
C
13'-3"
C
20.
28
28
30
20'-2'
C
23
29
31
32
14'-0"
C
20
26
27
29
E
3.5
19'5"
C
12'-1'
C
20
♦26
28
29
18'-7"
C
23
29
30
32
12'-11'
C
21
25
27
28
4'-5"
4
1T-0"
C
11'-2'
C
21
25
27
28
17'4"
C
24
28
30
31
11'-11,
C
21
25
26
28
16
4.5
15•-1"
C
10'4'
C
21
25
27
26
16'4"
C
24
28
29
31
11•-2"
C
21
24
26
27
21
5
13* -7'
C
9'6"
C
21
25
25
28
151-5"
C
25
27
29
31
106-
C
22
24
26
27
18
5.5
12'4"
C
9'-1"
C
21
24
26
27
14'-7"
C
25
27
29
30
9'-11"
C
22
24
25
27
1 2'-0'
6
11'4"
C
8'6"
C
22
24
26
27
13'-11'
C
25
27
28
30
91-5"
C
22
24
25
27
6'-7•
6.5
10'-5"
C
8'-1'
C
22
24
25
27
13'4'
C
26
26
28
30
0-0-
C
23
23
25
26
14
7
6
B'"
C
T6'
C
22
24
25
26
12'-9"
C
26
26
28
29
17"
C
23
23
25
26
20
7.5
9'-1"
C
7'4"
C
22
23
25
26
17-39
D
26
26
28
29
8'-2"
C
23
23
24
26
B
8'6"
C
T-0"
C
22
23
25
26
11'-10"
D
26
26
27
29
T-10"
C
23
23
24
26
7-5"
8.5
8'-0"
C
66'
C
22
23
24
26
11'-5"
D
27
27
27
29
T-7-
C
23U24
19
20
22
74"
9
T6'
C
6'-5"
C
23
23
24
26
11 1.,
D
27
27
27
28
T3"
C
23
19
20
22
9.5
T-2"
C
6'-2'
C
23
23
24
25
10'6"
D
27
27
27
28
T-0'
C
24
19
21
22
10
6'-9"
C
5'-11"
C
23
23
24
25
10'4"
0
27
27
27
28
643'
C
2411
19
21
22
11
6'-2"
C
5'6"
C
23
23
24
25
9'-0"
D
28
26
28
28
6'4"
C
2412
20
21
22
12
S6'
C
5-Y
C
23
23
23
25
B-3"
D
28
28
28
28
6'6
C
2413
20
22
23
13
5'-2'
C
46'
C
23
23
24
25
8'-8'
D
28
2B
28
28
5'6'
C
24
20
21
23
20
3
11'-10"
C
8'-10"
C
15
22
24
25
14'6
C
18
25
26
28
10-0"
C
16
22
23
25
LIVE
3.5
10'-2"
C
T-11'
C
16
22
23
24
13'6"
C
19
24
26
27
9'-1"
C
16
22
23
24
4'-5"
4
V-11"
C
73-
C
16
21
23
24
176"
D
19
24
25
27
8'4"
C
17
21
23
24
16
4.5
7'-11'
C
616'
C
16
21
22
24
1116"
D
19
24
25
26
T-9'
C
17
21
22
23
21
5
7* -1'
C
V -Y
C
16
21
22
23
10'-11'
D
20
23
25
26
T3"
C
17
21
22
23
18
5.5
6'-5"
C
5'-9"
C
16
20
22
23
1014"
D
20
23
24
26
6--8'
C
17
20
22
23
1 2'-0'
6
5'-11"
C
54'
C
16
20
21
23
9'-10"
D
20
23
24
25
6'-5"
C
17
20
21
23
6'-7•
6.5
T-5"
C
51-0"
C
17
20
21
22
9'4"
D
20
22
24
25
6'-0"
C
18
20
21
22
14
7
5'-1"
C
4'6'
C
17
20
21
22
8'-11'
D
21
22
24
25
51-9"
C
1B
20
21
22
20
7.5
4'-9"
C
4'4'
C
17
19
21
22
8'6'
0
21
22
23
25
5'-5'
C
1B
19
21
22
8
4'S"
C
4'-1'
C
17
19
20
22
8'-2'
D
21
22
23
25
T-2"
C
18
19
21
22
7-5"
8.5
4'-Y
C
3'-10'
C
17
19
20
21
T-10"
D
21
22
23
24
4'-11"
C
18
19
20
22
74"
9
T-11'
C
7-7"
C
17
1920
22
22
T6"
D
21
22
23
24
4'-9'
C
18
19
20
22
9.5
3•-9"
C
3'-5"
C
17
19
21
22
T3'
D
21
21
23
24
46
C
18
19
21
22
10
T6'
C
3'3'
C
17
19
21
22
T-0'
D
21
21
23
24
4'4'
C
18
19
21
22
11
T -Y
C
7-11"
C
17
20
21
22
6'6'
D
22
22
22
24
4'-0"
C
18
20
21
22
12
2'-11'
C
7-e'
C
17
20
22
23
6'-2'
. D
22
22
22
23
3'-9'
C
18
20
22
23
13
7-0"
C
2'6'
C
17
20
22
23
5'-0'
D
22
22
22
23
3'6"
C
19
20
21
23
ICC ESR 2676 5/2/2011
30
YU MVM
tXP05URE
e
7'-T
C
16
23
25
26
13•-0'
D
20
26
28
29
8'6"
C
17
23
25
26
30
3
81-0'
C
T.7'
C
15
22
23
24
13'-0"
D
18
24
26
27
W6"
C
15
21
23
24
4'-5"
3.5
6'-10"
C
F-9'
C
15
21
22
24
11'-10"
D
16
24
25
26
T-11-
C
16
21
22
24
16
4
6'-0"
C
6'-2"
C
15
21
22
23
N'-0"
D
18
23
25
26
73"
C
16
21
22
23
21
4.5
5'4"
C
5'6'
C
15
20
22
23
101-3"
D
19
23
24
26
66'
C
16
20
22
23
18
5
4'-10'
C
5'-Y
C
75
20
21
23
9'-7"
D
19
23
24
25
63•
C
16
20
2123
24
1 2'-0'
5.5
4'4"
C
4'6'
C
15
20
21
22
9'-0"
D
19
22
24
25
5-10'
C
16
20
21
22
6'-7•
6
4'-0"
C
4'4'
C
15
19
21
22
8'6•
D
19
22
23
25
5'-5"
D
17
19
21
22
14
6.5
3'6"
C
4'-0'
C
15
19
20
22
8'-1'
D
19
22
23
25
5'-2"
D
17
19
21
22
20
7
Y-5"
C
3'-9'
C
15
19
22
23
T-0'
D
20
22
23
24
4'-10"
D
17
19
20
22
7.5
3'-Y
C
3'-0'
C
/5
19
22
23
14'
D
20
21
23
24
4'-7"
D
17
19
20
21
7-5"
8
T-0"
C
Tr
C
15
19
22
23
T6
E
20
21
23
24
4'4"
D
17
19
20
21
74"
8.5
7-10"
C
3'-I'
C
15
19
22
j2122
6'6'
E
20
21
22
24
4'-Y
D
17
19
20
21
9
2'6'
C
7-11'
C
15
19
22
24
6'S'
E
20
21
22
23
4'-0"
D
17
19
20
22
9.5
2'6
C
2'-9'
C
15
19
6'-2"
E
20
21
22
23
3'-10'
D
17 1
19
21
22
30
3
8'-0"
C
7'-T
C
16
23
25
26
13•-0'
D
20
26
28
29
8'6"
C
17
23
25
26
5'-2"
3.5
8'-10-
C
6'-9'
C
17
23
24
26
11'-10"
D
20
26
27
29
7-11'
C
18
23
24
26
4'-5"
4
616
C
6'-2'
C
17
22
24
25
11'-0'
D
21
25
27
26
7'-3"
C
18
22
24
25
16
4.5
5*4'
C
s6
C
17
22
24
25
10'-3'
D
21
25
27
28
6'6"
C
1B
22
24
25
21
5
4'-10"
C
5'-2`
C
17
22
23
25
9'-7'
D
21
- 25
26
28
e'3"
C
18
22
23
25
18
5.5
4'4'
C
4'-9'
C
17
21
23
24
0-0'
D
21
24
26
27
5'-10'
C
18
21
23
24
1 2'-0'
6
4'1"
C
4'4-
C
17
21
23
24
816'
D
22
24
26
27
5'-5'
D
19
21
23
24
6'-7•
6.5
316'
C
4'-0'
C
17
21
22
24
8'-1'
D
22
24
25
27
5'-2"
D
19
21
22
24
14
7
T-5'
C
3'-9'
C
17
20
22
23
T6"
D
22
24
25
26
4'-10'
D
19
21
22
24
20
7.5
3'-Y
C
3'6'
C
17
20
22
23
T4'
D
22
23
25
26
4'-7'
D
19
21
22
23
6
T -T
C
3'-3"
C
17
20
22
23
T-0"
E
22
23
25
26
4'4"
D
19
20
22
23
7-5"
8.5
7-10"
C
T-1"
C
17
21
22
23
V-8"
E
22
23
24
26
4'-Y
D
19
2t
7-1"
23
74"
9
2'6"
C
2'-11"
C
17
21
22
24
6'-5'
E
23
23
24
26
4'-0"
D
19
21
22
24
9.5
2'6"
C
2'-9"
C
17
21
22
24
6'-2'
E
23
23
24
25
3'-10'
O
19
21
22
24
Page 12 of 59
11'-0"
9D MPH
EXPOSURE
C
27
28
10•-1'
D
19
25
40
3
6'-1"
C
6'-Y
C
15
23
24
25
20
3.5
5'-2"
C
5.6"
C
16
22
24
25
T6"
4
4'6"
C
4•-11"
C
16
22
23
24
25
4.5
4'-0"
C
4'-5"
C
16
21
23
24
21
5
Y.7"
C
T-11"
C
16
21
22
24
5'6'
5.5
3'-T
C
T -T
C
16
20
22
23
23
6
3'-0"
C
3'3'
C
16
20
22
23
17
6.5
2'-0"
C
3'6
C
16
20
21
23
9'3"
7
2'-7"
C
2'-10'
C
16
20
21
23
24
7.5
7-5"
C
2'-T
C
16
20
22
23
18
8
2'3"
C
2'-5"
C
16
20
22
23
6'6'
8.5
2'-1'
C
74"
C
16
21
22
23
22
9
1 2'-0'
1 C
2'-Y
L
1 16
1 21
1 22
1 24
19
90 MPH
EXPOSURE
B
516"
F
19
20
22
23
40
3
6-1'
C
6'-7•
C
14
21
22
23
3.5
T -Y
C
5'6"
C
14
20
22
23
4
4'6
C
4'-11'
C
14
20
21
22
4.5
4'-0"
C
4'-S
C
14
19
21
22
5
T-7"
C
3'-11"
C
14
19
20
22
5.5
3'3"
C
3'-T
C
14
19
20
21
6
3'-0"
C
3'3"
C
14
18
20
21
6.5
76
C
3'-0"
C
14
18
19
21
7
7-7"
C
7-10'
C
14
IB
20
21
7.5
7-5"
C
7-T
C
14
16
20
21
8
2'-3"
C
7-5"
C
14
19
20
21
1
8.5
7-1"
C
74"
C
14
19
20
21
9
74"
C
2'-Y
C
14
19
20
22
Page 12 of 59
11'-0"
D
19
25
27
28
10•-1'
D
19
25
26
28
9'-3"
D
19
24
26
27
8'-7'
D
20
24
26
27
8'-0'
D
20
24
25
27
T6"
D
20
23
25
26
T-1'
D
20
23
25
26
6'6"
E
20
23
24
26
6'-0"
E
21
23
24
25
V-0"
E
21
22
24
25
5'6'
F
21
22
24
25
5'-51
F
21
22
23
25
5'-3'
F 1
21
1 22 1
23
1 25
11'-0'
D
17
23
25
26
10'-1"
D
17
23
24
26
9'3"
D
17
22
24
25
8'-7'
0
17
22
24
25
D
18
22
23
24
T6'
D
18
21
23
24
T-1"
D
18
21
23
24
6'6'
E
18
21
22
24
6'4'
E
18
21
22
23
6'-0'
E
18
21
22
23
F'V
F
19
20
22
23
516"
F
19
20
22
23
5' 3"
F
19
20
21
23
T-3"
C
16
22
24
25
6'-7'
C
17
22
23
25
6'4"
C
17
22
23
24
516"
D
17
21
23
24
5'-1"
D
17
21
22
24
4'S"
D
17
21
22
23
4'S"
D
17
20
22
23
4'-1'
D
17
20
22
23
3'-11'
D
18
20
21
23
7.8'
D
16
20
22
23
3'6"
D
16
I
20
22
23
314"
D
18
21
22
23
3'-2*
D
18
21
22
24
May 3, 2011
r .-1. muco I n 1aA4T coer•rhlr_c - .,. - .- -L.L.-1..1 -1 COC On MOLT tan Mrl a CCa4
0.042"x3"x8"
Box Beam (Detail 12)
Double 0.042"x3"x8" (Detail 13)
Double 0.032"x2"x6.5" Detail 11
0.042"x3"x8" Box Beam Detail 12
Double 0.042"x3"x8" Detail 13)
Double 0.032'X2"x6.5" (Detail 11)
TABLE 2.1
Attached Single Freestanding or
Attached side Freestanding or
Attached single Freestanding or
TABLE 2.1Anecned single Freestanding or
Artacned Single Freestanding or
ttached Single Freestanding or
27
Span Structure Mullis an Units
Span St-wre Mullis an Units
Span structure Muftis n Units
Span StNure Multis an Units
a
Span Suuchue MUIt1S an Units
span Stnicture Multis an Units
GROUND TRIB MAX POST MAX
MAX POST LENGTH
MAX MAX POST LENGTH
MAX MAX POST LENGTH
GROUND TRIB MAX POST MAX MAX POST LENGTH
MAX MAX POST LENGTH
MAX MAX POST LENGTH
SNOW WIDTH POST REO'D POST
MIN FOOTER 8' I 10' I IT
POST MIN FOOTER 8' I 10' I 12'
POST MIN FOOTER 8' ' 10' I 12'
SNOW 1MDTH POST REO' POST MIN FOOTER 8' I 10' I , 17
POST MIN FOOTER S' I 10' I 17
POST MIN FOOTER B' I 10' I 17
LOAD (FT) SPACING FOR SPACIN
POST SIZE CONSTRAINED FOOTER SPACINGPOST SIZE CONSTRAINED FOOTS
SPACING POS SIZE CONSTRAINED FOOTER
LOAD (FT) SPACING FOR SPACIN POS SIZE CONSTRAINED FOOTS
SPACIN POST SIZE CONSTRAINED FOOTS
SPACING POST SIZE CONSTRAINED FOOTER
(PSF) ON SLAB SLAB (FT)
TYPE 'd "d "d" "d
(FT) TYPE -d" -d- "d -d-
(FT) TYPE "d "d' 'd 'd
(PSF) ON SLAB SLAB (FT) TYPE "d "d 'd' 'd
(FT) TYPE 'd" -d- "d' •d
(FT)
(FT)
(int (in) (in) (in)
fin) (in) (in) (in)
(in) (in) (iI) (in)
(FT) (in) (in) (int (int
lint (in) (in) (in)
(int (in) (in) ( )
90 MPH EXPOSURE C
20
3
1 t'-10"
C
8'-10"
C
17
24
26
27
14'57"
C
21
27
29
30
10'-0"
C
18
24
25
27
LIVE
3.5
10'•2"
C
T-11'
C
18
24
25
27
13'6"
C
21
27
28
30
9'-1'
C
18
23
25
26
4
4
8'-11"
C
T-3'
C
18
23
25
26
12'6"
D
21
26
28
29
8'-4"
C
19
23
25
26
4.5
4.5
7'-17"
C
6'A'
C
18
23
24
26
1116"
D
22
26
27
29
7'-9"
C
19
23
24
26
5
5
T•1"
C
5-2"
C
18
22
24
25
10'-11"
D
22
25
27
28
T-3"
C
19
22
24
25
5.5
5.5
6'•5"
C
516'
C
18
22
24
25
10'4"
D
22
25
27
28
6'-9"
C
19
22
24
25
6
6
5'-11"
C
5'4"
C
19
22
23
25
9'-10"
D
23
25
26
28
6'-5"
C
20
22
23
25
6.5
6.5
56"
C
5'-0"
C
19
22
23
24
9'4'
D
23
25
26
27
6'-0"
C
20
22
23
24
7
7
5'•1"
C
4'57"
C
19
21
23
24
8'-11"
D
23
24
26
27
5'-9"
C
20
21
23
24
7.5
7,5
41"
C
4'4"
C
19
21
23
24
816'
D
23
24
26
27
5'-5'
C
20
21
23
24
8
84'6"
C
C
4'-1"
C
19
21
22
24
6-2"
D
23
24
25
27
T-2"
C
20
21
22
24
8.5
8.5
4'•2"
C
T-10•
C
19
21
22
23
7'-10"
D
24
24
25
27
4'-11"
C
20
21
22
24
9
9
T-11"
C
7-7"
C
19
21
22
24
T6•
D
24
24
25
26
4'-9"
C
20
21
22
24
9.5
9.5
3'•9"
C
T-5'
C
19
21
22
24
T-3"
D
24
24
25
26
4'6'
C
20
21
22
24
10T6"
C
3'57'
C
19'
21
23
24
T-0'
D
24
24
25
26
4'4"
C
21
21
23
24
11
3'-2"
C
2'-11'
C
19
22
1 23
1 24 11
6'6'
1 D
1 24
1 24
1 24
1 26 11
4'-0'
1 C
1 21
1 22
1 23
1 24
90 MPH
FXPOSURF
R
'
25
3
9'-T
C
V-6"
C
15
22
24
25
14'4'
D
18
25
26
28
9'57"
C
16
22
23
24
3.5
3.5
8'-2"
C
TS•
C
16
22
23
24
13'-7'
D
19
24
26
27
8'-10"
C
16
21
23
24
4
4
T-2"
C
7-0"
C
16
21
23
24
12'-2"
D
19
24
25
27
8'-1"
C
17
21
22
24
2'S" C
4.5
6'4"
C
6'S'
C
16
121
22
23
1114"
D
19
23
25
26
TS•
C
17
21
22
23
757•
5
57.9"
C
5'-11"
C
16
21
22
23
101-8"
D
19
23
25
26
7'1•
C
17
20
22
23
C
5.5
5.2"
C
56'
C
16
20
22
23
10'-1"
D
20
23
24
26
6-7"
C
17
20
22
23
12
6
4'-9"
C
S-2"
C
16
20
21
23
916'
D
20
23
24
25
6'-2"
C
17
20
21
23
18
6.5
4'-5"
C
4'-9'
C
16
20
21
22
9'-1"
D
20
22
24
25
5'-10"
C
17
20
21
22
TO
7
4'-1'
C
4'-5'
C
16
19
21
22
8'-7'
D
20
22
24
25
5'6"
0
18
20
21
22
21
7.5
3'-10"
C
4'-2'
C
16
19
21
22
8'57'
0
20
22
23
25
5-3"
0
18
19
21
22
4'-2•
8
T-7"
C
T-11"
C
16
19
20
22
T-11"
D
21
22
23
24
S-0"
D
18
19
21
22
F
8.5
3'4"
C
3'57•
C
16
19
20
21
7'-7'
D
21
22
23
24
4'-9"
D
16
19
20
22
9
T-2"
C
3'-5"
C
16
19
20
22
TJ'
D
21
21
23
24
4'-7"
D
19
19
20
22
9.5
1 X -O'
1 C
1 T-3'
1 C
1 16
1 19
1 27
1 22 11
T-0'
1 D
1 21
1 21
23
24
1 4'-5"
D
/8
14
1 21
1 22
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2" CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
4. CHOOSE A RAFTER FROM TABLES 1.1 TO 1.8 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR
CALCULATE FROM TRIBUTARY DIAGRAM ONPAGE 1
S. CHOOSE A HEADER FROM TABLE 2.1 THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2.1
ICC ESR 2676 5/2/2011
90 MPH EXPOSURE B
60
3
4'•1 C
4'57"
C
12
19
21
22
81-7"
D
15
22
24
25
5-6"
D
13
19
21
22
3.5
3.5
3'6" C
T-10'
C
12
19
20
21
T.I.
D
16
22
23
24
4'-11"
D
13
19
20
22
4
4
3'-0" C
3'4'
C
12
18
20
21
7-1"
D
16
21
23
24
41"
D
14
19
20
21
4.5
4.5
2'S" C
2'-11"
C
12
18
19
21
6'6"
E
16
21
22
24
4'-0"
D
14
18
20
21
5
5
2'-5" C
757•
C
12
18
19
20
6'-0"
E
16
21
22
23
3'S"
D
14
18
20
21
5.5
5.5
2'-2" C
2'-5•
C
12
18
19
20
5'-7•
F
16
20
22
23
T-5"
D
14
18
19
21
6
. 6
2'-0" C
T-2'
C
12
18
19
20
5'.3"
F
16
20
21
23
T-2"
0
14
18
19
20
6.5
6.5
1'-10' C
7-0"
C
12
18
19
21
4'-11'
F
16
23
24
22
2'•11'
D
14
18
19
21
7
7
1'-9" C
1'-11'
C
12
18
TO
21
4'57'
F
17
1 23
22
2'-9"
D
14
18
20
27
7.5
1'-7" C
1'-9'
C
12
18
20
21
4'-5"
F
17
12.
22
2'-7"
D
14
78
20
21
6
1'6" C
1'57'
C
12
19
20
21
4'-2•
F
17
22
2'-S
D
14
19
20
21
8.5
I' .. C
1'-T
C
12
79
ZO
21
4'-0"
F
17
22
2'4"
D
14
19
20
21
On MPH
FYP(1C1IRF f.
60
3
4'-1' C
41"
C
14
21
23
24
8'-7"
D
17
24
25
27
516"
D
15
21
23
24
4.5'
3.5
T6" C
3'•10•
C
14
21
22
23
TA"
D
18
24
25
27
4'-11'
D
15
21
22
24
5'
4
3'-0" C
3'4•
C
14
20
22
23
7'-1"
D
18
23
25
26
4'-1"
D
15
20
22
23
4'
4.5
2'57" C
2'-11"
C
14
20
21
22
6'6'
E
IB
23
24
26
4'-0"
D
15
20
22
23'
13.5'
5
2'S" C
757"
C
14
19
21
22
6'1"
E
18
22
24
25
11.1
D
15
20
21
23
5.5
2'-7' C
2'-5'
C
14
19
21
22
5'-7"
F
18
22
24
25
3'S"
D
15
20
21
22
6
21" C
2'-2"
C
14
19
21
22
5'-3"
F
18
22
23
25
T-2"
D
16
19
21
22
6.5
1'-10" C
7-0"
C
14
20
21
22
4'-11"
F
19
22
23
24
7-11"
D
16
20
21
22
7
1 V-9" I C
I V-11'
I C
1 14
1 20
1 21
1 27 11
4'57"
1 F
1 19
1 21
1 23
1 24 11
2'-9'
1 D
1 16
1 20
1 21
1 23
OVER-
HANG
United Duralume
Post Description
Max POST
H t
TABLE 2.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
PROJECTION OF SINGLE SPAN STUCTURES (FT)
0.032"Post w/ 0.024" Sideplate 10'
C
21
(FT)
8'
9'
10'
11'
12' 1T 14' 15' 16' 1T
IV
19'
20'
21'
22'
0'
4'
4.5'
S'
5.5'
6' 6.5' T 7.5' 8' 8.5'
9'
9.5'
10'
10.6
11'
1'
4.5'
5'
5.5'
6'
6.5' 7' 7.5' 8' 8.5 9'
9.5'
10'
10.5
11'
11.5'
7
5'
5.5'
S
6.5'
7' 7.5' 8' 8.5' 9' 9.5'
IV
10.5'
11'
11.57
17
T
5.5'
6'
6.5'
7'
7.5' 8' 8.5' 9' 9.57 10
10.5'
11'
11.5'
17
12.5'
4'
8'
8.5'
7'
i.5'
8" B.S 9' 9.5' 10, 10.5'
11'
11.51
17
12.5'
13'
5'
6.5'
T
7.5'
8'
8.5' 9' 9.5' 10' 10.5' 11'
11.5'
12'
12.5'
13'
13.5'
TABLE 2.3 Post Requirements for
Attached Single S an Structures
United Duralume
Post Description
Max POST
H t
Detail
0.032"Post w/ 0.024" Sideplate 10'
C
21
0.032"Post w/ 0.032" Sideplate 12'
D
21
Clover 0.040"x3"x3" Alum
10'
E
24
Magnum 0.075"x3"x3" Post
12'
F
23
0.048'X3"x3" Steel Clover
12'
G
24
3116"x3"x3" Steel Square
12'
H
19
1/4'"'xTW" Steel Square
15'
1
19
3/16"x4"x4" Steel Square
15'
J
19
1/2"x4"x4" Steel Square
15' 1
K
19
Page 13 of 59
May 3, 2011
United Duralume
8. FOR SINGLE SPAN ATTACHED UNITS USE THE POST SHOWN IN
350 S. Raymond Ave
TABLE 2.1 AND 2.3. UPGRADE THE POST IF THE HEIGHT
Fullerton, CA
IS NOT SUFFICIENT.
FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4
Carl Putnam, P. E.
9. FIND THE 0/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 AND.OR TABLE 7.7
3441 Ivylink Place
10. USE THE APPROPRIATE DETAILS (1-39). DETAILS MAY REQUIRE THE POST TO BE UPGRADED.
Lynchburg, VA 24503
11. ALL LATTICE NOT USING DETAIL 27 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET M5
carloutnannocomcast.nel
FOR PATIO SLABS FOLLOW 1"6 FROM ABOVE THEN
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.1
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
SLAB 9. FOLLOW 9-11 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR POST SPACING ON SLAB REQUIREMENTS INSTEAD OF THESE TABLES
Page 13 of 59
May 3, 2011
I ATT1rP rnUPO 2 n PnCT SPArINrB 5:n0 Penn AMn rn MaaP0riai rnUFOS an miow 1Anhin ARFAc
D
10
14 Gau Steel C Beam (Detail 14 Double 14 Gau Steel C Beam Detail 16 Double 12 Gau Steel C Beam Detail 16
14 Gau Steel C Beam (Detail 14)
Double
14 Gau Steel C Beam Detail 16
Double 12 Gau Steel C Beam (Detail 16
TABLE 2.5
cued single Freestanding or Attaches single Freestanding w Attached Single Freestanding or TABLE 2.5
Attached Seigle Freestanding w
30
Attaeh Single Freestanding or
Attached single Freestanding or
27
span svumue Mullis an Units Span Stractare Mullis n Units Span Structure Mullis an Units
Span strud- Mullis an Uni[s
34
span slnuiure Mullis an Units
Span Strvdure Mullis n Units
GROUND TRIB MAX POST
MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIG MAX POST
MAX MAX POST LENGTH
MAX
MAX POST LENGTH
MAX MAX POST LENGTH
SNOW WIDTH POST REOD
POST MIN FOOTER e' ' 17 I 15' POST MIN FOOTER 8' 1 17 I 15' POST MIN FOOTER 8' I 17 ' 15' 6NOW WIDTH POST REO'
POST MIN FOOTER 8' I 12' I t5'
POST
MIN FOOTER B' I 1Y I 15'
POST MIN FOOTER 8' I 17 I 15
LOAD (FT) SPACING FOR
SPACIN POST SIZE CONSTRAINED FOOTER SPACING POS SIZE CONSTRAINED FOO SPACING POS SIZE CONSTRAINED FOOTS LOAD (FT) SPACING FOR
SPACIN POS SIZE CONSTRAINED FOOTS
SPACINGPOST
SIZE CONSTRAINED FOOTS
SPACING POST SIZE CONSTRAINED FOOTE
(PSF) ON SLAB SLAB
(FT) TYPE "d "d 'd "d (FT) TYPE "d 'd 'd 'd (FT) TYPE 'd 'd' 'd 'd (PSF) ON SLAB SLAB
IFT1 TYPE 'd "d "d 'd'
(IT)
TYPE 'd 'd 'd' 'd
(FT) TYPE 'd 'd 'd 'd
fFT)
(tn) (in) (in) hn) fel) (in) (n) fn) (inl (In) (in lin) (FT)
Iln) (int (in) (in)
6
(int (in) (inl lei)
Lin) lin) fn) (ei)
10
au-
cn ,3=7 nc
C
24'S"
D
26
28
31
30
30'-0"
D
27
29
32
34
301-0'
D
27
29
32
34
LIVE
5.5
174"
C
23'-0"
D
26
28
31
30
30'-0'
E
28
29
32
34
3014"
E
28
29
32
34
26
6
11'4"
C
21'-8'
D
26
27
30
29
30'-0"
F
29
29
32
33
30'-0"
F
29
29
32
34
2'S"
6.5
101-5"
C
206"
D
27
27
30
29
30'-0"
F
30
30
32
33
30'-0'
F
30
30
32
34
24
7
913"
C
19'-e'
D
27
27
30
29
30'-0'
G
31
31
32
33
30'-0"
G
31
31
32
34
29
7.5
9'-1"
C
18'-10"
D
27
27
29
28
30'-0'
G
31
31
32
33
30'-0'
G
31
31
32
34
5'-9'
8
8'6"
C
18'-1'
0
Z7
27
29
28
29'6"
G
32
32
32
33
30-0'
G
32
32
32
34
15'-9-
8.5
F -T
C
1T4"
0
27
27
29
28
29'-0"
G
32
32
36
32
30'-0'
G
33
33
33
34
9
T6"
C
16'-8"
D
27
27
28
27
28'-7
G
33
33
_32
33
32
30'-0"
G
33
33
33
33
9.5
7'-2"
C
16'-1"
D
28
28
28
27
28'-1'
G
33
33
33
32
30'-0'
G
34
34
34
33
10
6'-9'
C
15'-6"
D
28
28
28
27
2716"
G
34
34
34
32
30'-0'
G
35
35
35
33
10.5
6'S"
C
1S'-0"
D
28
28
28
27
273'
G
34
34
34
32
30'-0"
G
35
35
35
33
11
6'-2'
C
14'6'
E
28
26
28
26
26'-9'
G
34
34
34
31
30'-0"
G
36
36
%
33
11.5
5'-11"
C
14'-1"
E
28
28
28
26
26'-5'
G
35
35
%
31
30'-0"
G
%
36
%
34
90 MPH EXPOSURE B
12
516"
C
13'6"
E
28
28
28
26
26'-0"
G
35
35
35
32
29'-10'
G
37
37
37
34
13
S-7
C
17-11"
E29
32
29
29
26
25'4'
G
36
%
38
32
29'-2'
G
37
37
37
35
14
4'-10"
C
173"
F
29
29
29
25
24':7
G
36
_ 36
36
32
28'-6-
H
%
38
%
35
15
4'.6"
C
11'3"
F
29
29
29
25
23'-9'
G
37
37
37
33
27'-11'
H
39
39
39
38
MDH
FYPhCI1RF
f
10
5
13'-7"
C
24'-5"
0
29,
30.
34
30
30'-0"
D
31
32
35
34
30'-0"
D
31
32
35
34
LIVE
5.5
174"
C
23'-0'
D
29
X30
33
30
30'-0'
E
32
32
35
34
30'-0'
E
32
32
35
34
26
6
11'4"
C
21'-8"
D
30
30
33
29
30'-0"
F
33
33
35
33
30'-0"
F
33
33
35
34
2'S"
6.5
103'
C
20'-8-
D
30
30
33
29
29'S'
F
34
34
35
33
30'-0'
F
34
34
35
34
24
7
9'S "
C
'5
19-
D
30
30
32
29
28'5-
G
34
34
35
33
30'-0'
G
35
35
35
34
29
7.5
9'-1"
C
18'-1O'
D
30
30
32
28
28'-1"
G
35
35
35
33
30'-0"
G
35
35
35
34
5'-9'
8
8'6"
C
18'-1"
D
31
31
32
28
27'-6"
G
35
35
%
33
30-0'"
G
36
36
36
34
15'-9-
8.5
8'-0"
C
1T4"
D
31
31
31
28
27'-0'
G
36
%
36
32
30'-0'
G
37
37
37
34
9
7'S"
C
16'-8"
D
31
31
31
27
26'-6'
G
36
36
36
32
30'-0"
G
38
38
38
33
9.5
7'-2"
C
16-1"
D
31
31
31
27
26'-0'
G
36
36
%
32
30'-0'
G
%
38
38
33
10
6'-9"
C
15'"
3
D
31
31
31
27
25'-7'
G
37
37
37
32
29'-6'
G
39
39
39
33
10.5
6'-5"
C
15'-0"
D
31
31
31
27
25'-2'
G
37
37
37
32
29'-1"
G
39
39
39
33
11
6'-2'
C
14'3"
E
32
32
32
26
24'5-
G
38
38
%
31
28'-7'
G
40
40
40
33
11.5
5'-11"
C
14'-1'
E
32
32
32
26
24'-S'
G
38
38
38
31
28'-2'
G
40
40
40
34
90 MPH EXPOSURE B
12
51"
6
C
13'-8"
E
32
32
32
26
24'-0'
G
38
%
38
32
275'
G
40
40
40
34
13
F-2'
C
12'-11"
E
32
32
32
26
23'-5'
G
39
39
39
32
27'-1'
G
41
41
41
35
14
4'-10"
C
12'3"
F
32
32
32
25
22'-10'
G
40
40
40
32
26'-5'
G
42
42
42
35
15
4'6'
C
11'3'
F
32
32
32
25
224'
G
40
40
40
33
25'5'
H
42
42
42
38
20
5
7'-i"
C
16'-0"
D
22
25
28
30
27'•8-
G
27
29
32
34
30'-0"
G
27
29
32
34
LIVE
5.5
6S"
C
15'-0'
D
23
25
28
30
26'5'
G
27
28
32
34
30'-0"
G
28
29
32
34
26
6
5'-11"
C
14'-1"
E
23
25
27
29
26'-0"
G
28
28
31
33
30'-0'
G
29
29
32
34
2'S"
6.5
5'-5"
C
13'4"
E
23
24
27
29
25'4'
G
28
28
31
33
29'3'
G
30
30
32
34
24
7
5'-1"
C
12'6"
F
23
24
27
29
24'-9'
G
29
29
31
33
28'-7"
G
30
30
32
34
29
7.5
4'-8"
C
17-0"
F
23
24
27
28
24'-2"
G
29
29
31
33
27'-11'
H
31
31
32
34
5'-9'
8
4'-5'
C
11'3"
F
23
23
26
28
23'-0'
G
30
30
31
33
2T4"
H
31
31
32
34
15'-9-
8.5
4'-2"
C
10-7"
F
23
23
26
28
22'-0'
G
30
30
31
32
26'-9"
H
32
32
32
34
9
3'-11"
C
IU -0"
F
23
23
26
27
22'-1"
G
30
%
30
32
26'-3"
H
32
32
32
33
9.5
3'-9"
C
91S"
F
23
23
25
27
21'3'
H
30
30
30
32
25-10"
H
32
32
32
33
10
3'6'
C
9'-0"
F
23
23
25
27
20'•10'
H
31
31
31
32
254'
H
33
33
33
33
10.5
314"
C
e'•7"
F
23
23
25
27
20'4'
H
31
31
31
32
24'-11"
H
33
33
33
33
11
3'-7
C
8'-2"
F
23
23
25
26
19'-9"
H
31
31
31
31
24'-7'
H
33
33
33
33
11.5
3'-1'
C
7'•10'
F
23
23
24
26
19'4"
H
31
31
31
31
24'-7
H
34
34
34
34
90 MPH EXPOSURE B
12
2'-11"
C
T6"
F
23
23
24
26
18'-10'
H
32
32
32
32
23'•10'
H
34
34
34
34
13
75"
C
6'•11'
F
23
23
24
26
18'-0'
H
32
32
32
32
23'3'
H
35
35
35
35
14
76'
C
8'6^
F
23
23
23
25
173'
H
32
32
32
32
276'
H
35
35
35
35
15
7-0"
C
6'-0"
F
23
23
24
25
16'-7'
H
33
33
33
33
21'-9
H
36
38
%
38
ICC ESR 2676 5/2/2011
30
9u MPH
EXPOSURE
B
13'-9'
F
24
27
30
32
24'-1"
G
29
30
34
36
2T-10"
H
30
31
35
37
30
5
4'•10'
C
13'-9'
F
21
24
27
29
24'-1'
G
26
28
31
33
27'40'
H
27
29
32
34
26
5.5
414"
C
17-10"
G
21
24
27
29
23'-4'
G
25
28
31
33
27'-0"
H
27
29
32
34
2'S"
6
4'-0"
C
17-V
G
22
24
27
28
276'
H
27
27
30
32
26'-2"
H
28
28
32
33
24
6.5
3'48"
C
11'-1'
G
22
23
26
28
27-1•
H
27
27
30
32
256'
H
28
28
3133
35
29
7
3'S"
C
10'4'
G
22
23
26
27
211.6'
H
28
28
10
32
24'-11'
H
29
29
31
33
5'-9'
7.5
T-2'
C
B'6'
G
22
23
25
27
21'-0'
H
28
28
30
32
24'-4'
H
29
29
31
33
15'-9-
8
3'-0"
C
9'4"
G
22
22
25
27
20'-7'
H
28
28
30
32
23'-10'
H
30
30
31
33
8.5
2'-10'
C
81S'
G
22
22
25
26
20'-2"
H
. 29
29
30
32
234'
H
30
30
31
33
9
2'6"
C
8'-0'
G
22
22
24
26
19-7
H
2929
33
30
31
27-11-
H
31
31
31
32
9.5
2'S"
C
7'-r
G
22
22
24
26
1914-
H
29
29
29
31
221-5'
H
31
31
31
32
10
2'1"
C
7'3'
G
22
22
24
28
1813-
H
'29
29
29
31
27.1'
H
31
31
31
32
10.5
73"
C
6'-11'
G
22
22
24
25
17-11'
H
30
30
30
31
21'5'
H
32
32
32
32
11
2'-7'
C
6'-7
G
22
22
24
25
1T6"
H
30
%
30
31
21'-5'
H
32
32
32
32
90 MPH EXPOSURE B
11.5
T-1'
C
6'4"
G
22
22
23
25
1T-0'
H
30
30
30
30
21'-1"
H
32
32
32
32
30
5
4'-10'
C
13'-9'
F
24
27
30
32
24'-1"
G
29
30
34
36
2T-10"
H
30
31
35
37
40
5.5
4'4"
C
12-10"
G
24
26
29
31
234"
G
29
30
33
36
2T-0'
H
31
31
35
37
26
6
4'1"
C
IT -T
G
24
26
29
31
27-8-
H
%
.30
33
35
26'-2"
H
31
31
34
%
2'S"
6.5
3'6"
C
11'-1'
G
24
25
28
30
27-1'
H
30
30
33
35
256"
H
32
32
34
36
24
7
3'-5"
C
10'4'
G
24
25
28
30
21'5'
H
31
31
33
35
24'-11"
H
32
32
34
35
29
7.5
3'-2"
C
916'
G
24
25
28
30
21'-0'
H
31
31
33
35
244"
H
33
33
34
35
5'-9'
8
3* -0"
C
9'-0"
G
24
24
27
29
20'-7'
H
32
32
33
35
23'-10"
H
33
33
34
36
15'-9-
8.5
7-10"
C
816"
G
24
24
27
29
20'-2'
H
32
32
32
34
234"
H
34
34
34
36
9
2'6"
C
8'-0"
G
24
24
27
29
19'-7•
H
33
33
33
34
21'-2"
H
34
34
34
35
9.5
2'6"
C
7'-7
G
24
24
26
28
19'-0•
H
33
33
33
34
20'-9'
H
35
35
35
35
10
2'-5"
C
7'3'
G
24
24
26
28
18'-5-
H
33
33
33
34
20'-5"
H
35
34
34
34
10.5
2'-3"
C
6'-11"
G
24
24
26
28
1T-11•
H
33
33
33
34H
El'
H
3611
34
34
34
10.5
2-2"
C
6'-7
G
24
24
26
28
17'3'
H
34
34
34
34H
19'-9-
1
36113
34
11
2'-1"
C
6'4'
G
24
24
25
27
'IT -0-
H
34
34
34
34
19'-S
H
36
35
35
35
Page 14 of 59
90 MPH
EXPOSURE
C
9'-11"
G
20
23
26
27
21'-2'
H
25
27
30
32
6
3'4"
C
9'-1"
G
40
5
T-7"
C
10'-11"
G
22
25
28
30
21'-11"
H
28
30
31
35
25'4"
H
29
31
34
36
26
5.5
3'3"
C
9'-11"
G
22
25
28
30
21'-2"
H
28
29
33
35
243"
H
30
30
34
36
2'S"
6
3'-0"
C
9'-1"
G
22
24
27
29
20'-7"
H
29
29
33
35
23'-10"
H
30
30
34
36
24
6.5
2'S"
C
8'-5'
G
22
24
27
29
20'-1"
H
29
29
32
34
23'-2"
H
31
31
33
%
29
7
2'-T'
C
7'-10'
G
22
24
27
28
19'3"
H
%
30
32
34
22'-7"
H
31
31
33
35
5'-9'
7.5
2'-5"
C
T4'
G
22
23
26
28
18'-7
H
%
30
32
34
22'•1'
H
32
32
33
%
15'-9-
823"
28
C
6'-10"
G
22
23
26
28
1T-11"
H
30
30
32
34
21'-7•
H
32
32
33
35
8.5
T-1"
C
6'6"
G
22
23
26
27
1T-3'
H
31
31
31
33
21'-2"
H
33
33
33
%
9
2'-0"
C
6'-1'
G
22
22
25
27
16'-9"
H
31
31
31
33
20'-9'
H
33
33
37
%
9.5
1'-11"
C
51S"
G
22
22
25
27
16'3'
H
31
31
31
33
20'-5"
H
34
34
34
34
10
11S"
C
5'-0"
G
22
22
25
27
1515"
H
31
31
31
33
20'-1"
H
34
34
34
34
10.5
1'S"
C
5'-3"
G
22
22
25
26
1S4'
H
32
32
' 32
32
19'-9-
1
34
34
11
1'-7'
C
5'-0'
G
Z2
22
24
25
14'-11'
H
32
32
32
32
19'-S
I
35
35
35
35
90 MPH EXPOSURE B
40 5 T-7' C 10'-11" G 20 23 26 28 21'•11' H 25 27 30 32 May 3, 2011
Page 14 of 59
5.5
3'3"
C
9'-11"
G
20
23
26
27
21'-2'
H
25
27
30
32
6
3'4"
C
9'-1"
G
20
22
25
27
20'-7
H
26
27
30
32
6.5
21"
C
B'-5"
G
20
22
25
26
20'-1'
H
26
27
30
32
7
2'-7
C
T-10'
G
20
22
24
26
19V"
H
27
27
29
31
7.5
2'S"
C
7'4'
G
20
21
24
26
18'-7
H
Z7
27
29
31
8
2-3"
C
6'-10'
G
20
21
24
25
1T-11-
H
Z7
27
29
31
8.5
2'-1"
C
6'6"
G
20
21
23
25
17-3-
H
27
27
29
31
9
2'-0"
C
6'-1"
G
20
21
23
25
16'-9'
H
28
28
29
30
9'5
1'-11"
C
5'-9'
G
20
20
23
25
16'3"
H
28
28
28
30
10
1'-9"
1
C
i
516"
G
20
20
23
24
15'-9-
H
28
28
28
30
10.5
1'3"
C
5'3"
G
20
20
23
24
15'4'
H
28
28
28
3D
11
1'-7'
C
6-o"
G
20
20
22
24
14'-11"
H
28
28
28
30
Page 14 of 59
TABLE 2.5
14 Gau Steel C Beam
(Detail 14)
Double 14 Gau Steel C Beam Detail 16
Double 12 Gau Steel C Beam Detail 16
14 Gau Steel C Beam (Detail 14) Double 14 Gau Steel C Beam Detail 16 Double 12 Gau Steel C Beam Detail 16
TABLE 2.5 Attached single Freestanding or Attached Single Freestanding or Anached Single Freestanding or
Attached Single
Freestanding or
Attached Single
Freestanding or
Attached Single
Freestanding or
26
Span structure
Mullis an Units
Span Structure
Multis an Units
span Structure
Mullis an Units
span Swdure Mullis an Units span Structure Mullis an Units span structure Mullis an Units
GROUND TRIS MAX POST
MAX
MAX POST LENGTH
MAX
MAX POST LENGTH
MAX
MAx POST LENGTH
OUND TRIS MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH
SNOW WIDTH POST REO'D
POST MIN FOOTER
V I 17 I 15'
POST MIN FOOTER
8' I 1Y I 15'
POST MIN FOOTER
e' I 17 I 15'
WIDTH POST REO' POST MIN FOOTER V I IT I 1S POST MIN FOOTER B' I 17 I 15' POST MIN FOOTER 8- I 12' I 15'
LOAD (FT) SPACING FOR
SPACINGPOST SIZE
CONSTRAINED FOOTER
SPACINGPOST SIZE
CONSTRAINED FOOTS
SPACING POST SIZE
CONSTRAINED FOOTEROAD
[SNOW
(FT) SPACING FOR SPACIN POS SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTE(PSF)
ON SLAB SLAB
(FT) TYPE 'd'
"d" 'd' •d"
(FT) TYPE •d•
"d" `d" "d"
(FT) TYPE "d'
'd" "d" •d"
SF) ON SLAB SLAB (FT) TYPE "d" "d' •d" "d" (FT) TYPE "d "C 'd' 'd' (FT) TYPE 'd' 'd" 'd'
(FT)
(in)
(in) (in) (in)
lin)
fin) lin) (in)
lint
(in) (in) (in)
(FT) (in) (in) (in) (int tin) (int in(int lint (61) lin lint
25
90 MPH
EXPOSURE
C
1515"
F
22
25
28
30
25'-7"
G
26
28
31
33
29'-T
G
27
29
32
34
20
5
T-1"
C
16'-0"
D
' 25
28
31
33
27'6`
G
30
31
35
37
30'-0"
G
31
32
35
38
LIVE
5.5
6-5"
C
15'-O"
D
25
27
30
32
26'-9"
G
31
31
.35
37
30'-0"
G
32
32
35
38
26
6
5'-11"
C
14'-1"
E
26
27
30
32
26'-0"
G
31
31
34
35
30'-0'
G
33
33
35
38
10'-1"
6.5
V-5'
C
13'4"
E
26
26
30
32
25'3"
G
32
32
34
36
293•
G
33
33
35
37
3'-0"
-
5'-1"
C
17.8"
F
26
26
29
31
24'-9"
G
32
32
34
36
28'-7•
G
34
34
35
37
7.5
4'4`
C
17-0"
F
26
26
29
31
24'-Y
G
33
33
34
36
27'-11'
H
35
35
35
37
19'3"
8
4'S"
C
11'3"
F
26
26
29
30
236"
G
33
33
34
36
2714"
H
35
35
35
37
26
8.5
4'-2'
C
10'-7"
F
26
26
28
30
22'1'
G
34
34
34
35
26'-9-
H
35
35
35
37
9
T-11`
C
101-0"
F
26
26
20
30
Z2'-1`
G
34
34
34
35
293•
H
36
36
36
36
9.5
3'-9"
C
96"
F
26
26
28
29
21'5'
H
34
34
34
35
25-10`
H
36
36
36
36
10
3'6'
C
9-0"
F
26
26
27
29
20'-10'
H
34
34
34
35
25'-0"
H
37
37
37
37
10.5
3'-0`
C
1-7"
F
26
26
27
29
20'4"
H
35
35
35
35
24'-11"
H
37
37
37
37
11
3'-2"
C
8'-2-
F
26
26
27
29
1911"
H
35
35
35
35
24'-7"
H
38
38
38
38
11.5
3'-1"
C
T-10"
F
26
26
27
26
19'4"
H
35
35
35
35
24'-2"
H
38
38
38
38
12
7-11"
C
711"
F26
26
26
28
18'-10'
H
35
35
35
35
23'-10"
H
38
38
38
38
13
76'
C
V-11"
F
26
26
26
28
18'-0"
H
36
36
36
36
233'
H
39
39
39
39
90 MPH
EXPOSURE
B
25
5
514`
C
1515"
F
22
25
28
30
25'-7"
G
26
28
31
33
29'-T
G
27
29
32
34
24'-10'
5.5
S-2"
C
14'6"
F
22
25
28
29
24'-10"
G
27
28
31
33
28'-8'
G
28
29
32
34
29
6
4'-0'
C
13'"
1
F
Z2
24
27
29
24'-1'
G
27
28
31
33
27'-10"
H
28
29
32
34
26
6.5
4'-5`
C
12'-11"
G
23
X24
27
29
_
23'-5"
G
28
28
31
33
27'-1"
H
29
29
32
34
10'-1"
7
4'-1"
C
173"
G
23
24
27
28
22'-11"
G
28
28
31
32
26'-5"
H
29
29
32
34
3'-0"
7.5
Y-10"
C
111-5"
G
23
24
26
28
22'4"
H
29
29
30
32
25'-10`
H
30
30
31
33
8
3'-7"
C
10'4"
G
23
23
26
28
21'-11"
H
29
29
30
32
25'4'
H
30
30
31
33
19'3"
8.5
3'1"
C
19.1"
G
23
23
26
27
21'-S
H
29
29
30
32
24'4'
H
31
31
31
33
26
9
T-2"
C
9'-7'
G
23
23
25
27
21'-0'
H
30
30
30
32
24'4"
H
31
31
31
33
9.5
3'-0'
C
9-1"
G
23
23
25
27
2015"
H
30
30
30
32
23'-11"
H
32
32
32
33
10
2'-10"
C
V-7'
G
23
23
25
27
20'4'
H
30
30
30
32
23'6"
H
32
32
32
33
10.5
76'
C
8'-2'
G
23
23
25
26
191-9"
H
31
31
31
31
23'-1"
H
32
32
32
33
11
7-7'
C
T-10"
G
23
23
24
26
1913`
H
31
31
31
31
27.9"
H
33
33
33
33
11.5
760
C
716"
G
23
23
1 24
1 26 11
18--10-
H
31
31
31
31
1 22'-5•
H
33
33
1 33
1 33
25
nv 5rn
uswnc
C
156"
F
25
27
31
33
25'-7"
H
26
5.5
57-2`
C
14'S"
F
25
27
30
32
24'-10'
5
7-5
6
4'-9"
C
13'6"
F
25
27
30
32
24'-1`
26
29
6.5
4'-5'
C
12'-11"
G
25
26
29
31
23'S`
G
6'-9"
7
4'-1•
C
12'•
G
26
26
29
31
22'-11'
G
21'5"
7.5
T-10'
C
111.5`
G
26
26
29
31
22'4"
G
17
a
T-7"
C
10'4-
G
26
28
26
30
21'-i 1'
H
26
8.5
3-4'
C
10'-1"
G
26
28
28
30
21'S'
20
23
9
3'-Y
C
V-7"
G
26
26
28
29
21•-0`
27
30
9.5
3'-0"
C
V-1"
(3
26
26
27
29
20'6'
24
15'S`
10
7-10'
C
V-7'
G
26
26
27
29
20'4"
31
10.5
2'6"
C
V-2'
G
26
26
27
29
19'-9'
H
25
11
7-7"
C
T-10`
G
26
26
27
28
19'3"
8
11"
6
11.5
76`
C
7'6'
G
26
26
26
28
18'-10'
2S
28
12
2'-0`
C
7'.2"
G
26
26
26
28
18'4`
C
GENERAL INSTRUCTIONS FOR THESE TABLES
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
4. CHOOSE A RAFTER FROM TABLES 1.1 TO 1.8 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR
CALCULATE FROM TRIBUTARY DIAGRAM ONPAGE 1
6. CHOOSE A HEADER FROM TABLE 2.5 THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2.5
ICC ESR 2676 5/2/2011
G 30 31 34 36 2V-8' G 31 32 35 37
G 31 31 34 36 27'-10" H 32 32 35 37
3 31 31 33 36 27'-1' H 33 33 35 37
32 32 33 35 26'-5" H 33 33 34 37
H 32 32 33 35 25'-10" H 34 34 34 36
H 33 33 33 35 25'4" H 34 34 34 38
H 33 33 33 35 24'-8" H 35 35 35 36
H 33 33 33 35 24'-0` H 35 35 35 36
H 34 34 34 35 23'-11' H 35 35 35 36
H 34 34 34 34 236" H 36 36 36 36
H 34 34 34 34 23'-1' H 36 36 36 36
H 35 35 35 35 22'-9` H 37 37 37 37
H 35 35 35 35 22'-5" H 37 37 37 37
6D
90 MPH
EXPOSURE
B
7'.5"
G
19
23
26
28
18'1"
H
26
29
32
34
22'-1"
H.
28
30
33
35
60
5
7-5
C
7'-5"
G
17
21
24
26
18'-8"
H
23
26
29
31
22'-1"
H
25
27
30
32
11'
5.5
7-2"
C
6'-9"
G
17
21
24
25
171.81
H
24
26
29
31
21'5"
H
25
27
30
32
6
7-0"
C
V-2'
G
17
21
23
25
I6'-10"
H
24
26
29
30
20'-9'
H
26
27
30
324
6.5
1'-10"
C
5'"
G
17
20
23
25
1-1"
6'
H
24
25
2B
30
20'-3"
H
25
27
30
32
7
1'-9'
C
5'3`
G
17
20
23
24
15'S`
H
25
25
28
30
19'-9'
1
27
27
30
31
7.5
V-7"
C
4'-11"
G
17
20
22
24
14'-9'H
H
25
25
28
30
19'-0"
1
27
27
29
31
8
11"
6
C
4 '-T
G
17
20
22
24
14' 3`
H
25
2S
28
29
18'-11"
1
28
28
29
31
8.5
1'-5"
C
4'-0"
G
17
19
22
24
13'1"
H
25
25
27
29
18'<"
1
28
28
29
3B1
9
V-4"
C
4'-1"
G
17
19
22
23
13'3'
H
25
25
27
29
17'-10'
I
28
28
29
31
9.5
1'-3'
C
T-11"
G
17
19
22
24
17-19•
H
26
26
27
29
173"
I
28
28
29
31
10
V-2"
C
T-8'
G
17
19
22
24
176"
H
26
26
27
29
16'-9"
1
29
29
29
30
10.5
V-2'
C
3'6"
G
17
20
22
24
17-1"
H
26
26
27
28
16'4"
J
29
29
29
30
90 MPH
EXPOSURE
C
6D
5
2'S"
C
7'.5"
G
19
23
26
28
18'1"
H
26
29
32
34
22'-1"
H.
28
30
33
35
4.5'
5.5
7-2"
C
V-9'
G
19
23
26
28
1713"
H
27
28
31
33
21'5"
H
28
29
33
35
11'
6
7-0"
C
V-2"
G
19
23
25
27
16'-10"
H
27
28
31
33
20'-9"
H
29
29
33
35
6.5
1'-10"
C
4
5'"
G
19
22
25
27
16'-1"
H
27
28
31
33
20'-3"
H
30
30
32
34
7
V-91
C
5'3"
G
19
22
25
27
1SS
H
28
28
31
32
19'4•
1
30
30
32
34
7.5
V-7"
C
4.11'
G
19
22
24
26
14'1'
H
28
28
30
32
18'-0"
1
31
31
32
34
8
1'6"
C
4'-7'
G
19
21
24
26
14'-7
H
20
28
30
32
18'-11,
1
31
31
32
34
8.5
1'S"
C
4'4'
G
19
21
24
26
13'4"
H
28
28
30
32
18'4'
1
31
31
32
34
9
1.4-
C
4--1'
G
19
21
24
25
13'3'
H
29
29
30
31
17'-1D"
1
32
32
32
33
OVER-
HANG
Post Description
Max POST
H t
TABLE 2-2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
PROJECTION OF SINGLE SPAN STUCTURES [FT)
F
8'
9
10'
11'
12' 13' 14' 1S 16' 1T
18'
19
0'
4-
4.5'
V
5.5'
6' 6.5' 7' 7.5' 8' 8.5'
9'
9.5
1'
4.5'
S
5.5'
6'
6.5 7- 7.5' e' 8.S 9
9.5
19
7
5'
5.5'
S'
6.5'
7- 7.5' e' 8.6 9 9.5
10'
10.5'
3'
6.S
6'
6.5'
T
7.5' V 8.5' 9' 9.5' 1910.5'
d= 31"
11'
4'
6-
6.5'
T
7.5'
8' 8.5' 9• 9.6 10' 10.5'
11•
11.5'
r
TABLE 2.3 Post Requirements for
Attached Single Sp an Structures
Post Description
Max POST
H t
Detail
0.032"Post w/ 0.024" Side late 10'
C
21
0.032"Post w/ 0.032" Side late 12'
D
21
Clover 0.040"x3"x3" Alum
10'
E
24
Ma num 0.075"x3'x3" Post
12'
F
23
0.048'X3"x3" Steel Clover
12'
G
24
3/16"X3"Xd" Steel Square
12'H
E
19
1/4'"'xWx3" Steel Square
15'
1
19
3/16'x4"x4" Steel Square
18'
J
19
1/2"x4"x4" Steel S uare
18'
K
19
10• 10.5' 11'
10.5' 11' 11.5'
11' 11.5' 12'
11.5' 17 12.5'
17 12.5 13'
12.5 13' 13.5'
TABLE 2.4 Post Requirements for
FreestandingStructures or Muttis an Attached Structures
Post Description
Maximum
Fooling
Max
Hei hl
POST
Detail #
0.048'x3"x3" Steel Clover
d= 20"
10'
B
24
0.048'x3"x3" Steel Clover
d= 21"
8'
C
24
3/16'x3"x3" Steel Square
d= 28"
10'
E
19
3/16"x3"x3" Steel Square
d= 25"
12'
E
19
1/4'"'xWx3" Steel Square
d= 28"
12'
E
19
3/16"x4"x4" Steel Square
d= 30"
12'
G
19
1/2"x4"x4" Steel Square
d= 3T'
12'
H
19
1/2"x4"x4" Steel Square
d= 31"
15'
H
19
H 35 35 35 35 22'-1" H 37 37 37 1 37
United Ouralume
8. FOR SINGLE SPAN ATTACHED UNITS USE THE POST SHOWN IN 350 S. Raymond Ave
TABLE 2.5 AND 2.3. UPGRADE THE POST IF THE HEIGHT Fullerton, CA
IS NOT SUFFICIENT.
FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 Carl Putnam, P. E-
9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 AND/OR TABLE 7.7 3441 Ivylink Place
10. USE THE APPROPRIATE DETAILS (1-39). DETAILS MAY REQUIRE THE POST TO BE UPGRADED. Lynchburg, VA 24503
11. ALL LATTICE NOT USING DETAIL 27 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET M5 carlputnam?Dcomcast.net
FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.5
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
SLAB 9. FOLLOW 9-11 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR POST SPACING ON SLAB REQUIREMENTS INSTEAD OF THESE TABLES
Page 15 of 59
May 3, 2011
I ATTICS COVER 3.0 POST SPACINGS FOR PATIO ANO COMMFRCIAI COVFRS I11C.N WINn ARFAI
TABLE 3.1
0.042"x3"x8" Box Beam (Detail 12)
Double 0.042')x3"x8" IDetail 13
Double 0.032'V"A6.5" IDetaif 11
Attached Single
Freestanding or
Attached single
Freestanding or
26
Attached Single Freestanding or
20'5"
Span Structure
Multis an Units
span Structure
Mulbs an Units
31
Span StrucNm Multispan Units
GROUND
TRIB
MAX
POST
MAX
LIVE
MAX POST LENGTH
MAX
C
MAX POST LENGTH
MAX
19
MAX POST LENGTH
SNOW
WIDTH
POST
REO'D
POST MIN
FOOTER
S' I 10' I 12'
POST MIN
FOOTER
V I 1V I IT
POST
MIN
FOOTER e' I 10 I 17
LOAD
(FT)
SPACING
FOR
SPACINC POST
SIZE
CONSTRAINED FOOTER
SPACING
24
CONSTRAINED FOOTER
SPACING
POST
SIZE CONSTRAINED FOOTS
(PSF)
27
ON SLAB
SLAB
(FT) TYPE
-d'
•d' 'd 'd"
(FT) TYPE
'O'
'd' "d' 'd'
(FT)
T\'PE
'd' "d" "d' -d-
C
10'4'
(FT)
19
24
(in)
(In) (m) (In)
161-9"
lin)
(in) (in) Onl
%
28
IiN (in) Iml (In)
10
3
27-8"
C
13'3-
C
18
25
26
28
20'5"
C
21
28
29
31
14'-5-
C
19
24
%
27
LIVE
3.5
191-5"
C
17-1'
C
19
24
26
27
19'-1"
C
22
27
29
30
13'-T
C
19
24
25
27
4
17'-0"
C
11'-2'
C
19
24
26
27
17'-10"
C
22
27
28
30
12'4'
C
20
24
%
26
4.5
15'-1"
C
10'4'
C
19
24
25
26
161-9"
C
23
%
28
29
IV -6"
C
20
23
25
%
5
13'4"
C
9S
C
20
23
25
26
15'-10'
C
23
28
28
29
10'-10'
C
20
23
24
26
5.5
1"..
C
9'-1'
C
20
23
24
26
15'-0"
C
23
26
27
29
IV -3"
C
21
23
24
25
6
1114"
C
W-61
C
20
23
24
25
14'4-
C
24
25
27
28
9'-9'
C
21
22
24
25
6.5
101-5"
C
8'-1'
C
20
22
24
25
13'-8'
C
24
25
27
26
9'-3"
C
21
22
24
25
7
91S'
C
T-8'
C
20
22
24
25
13'-r
D
24
25
25
28
8'-101
C
21
22
23
25
7.5
9'-1"
C
7-4'
C
20
22
23
25
175"
D
24
25
26
28
81S
C
21
22
23
24
8
814"
C
T -M
C
21
22
23
24
17-2"
D
25
25
26
27
8'-1"
C
22
22
23
24
8.5
8'-0"
C
V-81
C
21
22
23
24
11'-9"
D
25
25
26
27
7-101
C
22
22
23
24
9
T-6"
C
6'S
C
21
21
23
24
11'4-
D
25
25
%
27
TS"
C
22
22
23
24
9.5
7"-2"
C
6'.Y
C
21
21
23
24
11'-0"
D
25
25
25
27
7'3"
C
22
22
23
24
105 MPH EXPOSURE C
10
6'S
C
5'-11"
C
21
21
22
24
1V-8'
D
25
25
25
27
7'-0"
C
22
22
22
24
C
11
6'-r
C
51S
C
21
21
22
23
1VA"
D
%
%
26
26
T -T
C
22
22
22
23
C
12
SS"
C
5'-r
C
21
2122
23
23
9'S' •
D
%
26
%
26
6'-7
C
23
23
1
23
23
C
13
5'-r
C
4'-9'
C
21
21
22
24
F-1'
D
%
26
%
26
5'-101
C
23
23
23
24
10
3
22'5"
C
1""
C
20
26
28
30
20'-r
C
23
29
31
32
14'-0'
C
20
%
27
2 9
LIVE
E
3
19'-5"
C
17-1"
C
20
26.
28
29
18'-7'
C
23
29
30
32
17-11'
C
21
25
27
28
4
17'-0"
C
11'-2"
C
21
25
27
28
1T-0"
C
24
28
30
31
11'-11"
C
21
25
%
28
4.5
15'-1"
C
1014"
C
21
25
27
28
1614"
C
24
28
%
31
11'-21
C
21
24
%
27
5
13'-7"
C
91S
C
21
25
26
28
16-5"
C
25
27
29
3D
1015"
C
22
24
26
27
5.5
12'4"
C
9'-11
C
21
24
26
27
14'-T
C
25
27
29
30
9'-11"
C
22
24
%
27
6
11'4"
C
81S
C
22
24
26
27
13'-11"
C
25
27
28
30
9'-51
C
22
24
25
27
6.5
101-5"
C
8'-1"
C
22
24
25
27
13'4'
C
%
%
28
30
9'4'
C
23
23
%
%
7
9'-8"
C
TS'
C
22
24
25
26
17-9-
C
%
%
28
29
8'-7-
C
23
23
25
%
7.5
9'-1"
C
14"
C
22
23
25
26
173'
O
%
%
%
29
8'-2"
C
23
23
24
%
8
B'-5"
C
T-0"
C
22
23
25
26
11'-10"
D
26
%
27
29
7-101
C
23
23
24
%
8.5
1-1.
C
1S"
C
22
23
24
26
115"
D
27
27
27
29
T-7'
C
23
23
24
25
9
TS"
C
11•
C
23
23
24
%
1114"
D
27
27
27
28
7'-3"
C
23
23
24
25
9.5
T -r
C
6'-21
C
23
23
24
25
1015"
D
27
27
27
28
T -T
C
24
24
24
25
105 MPH EXPOSURE C
10
61S
C
5'-11"
C
23
23
24
25
10'4"
D
27
27
27
28
6'-9'
C
24
24
24
25
C
11
6'-2"
C
5'S"
C
2323
22
24
25
9'-9'
D
28
%
26
28
6'4"
C
24
24
24
25
C
12
S
5'"
C
5' -Y
C
23
23
23
25 '
9'3"
D
28
28
28 .
28
6'-0'
C
24
24
24
25
C
13
V-2"
C
4'-9"
C
23
27
24
25
8'-9'
1 D 1
26 1
28 1
28
28 11
5'4'
I C
1 24
1 24 1
24
1 25
10
3
22'S"
C
IT -3"
C
19
26
27
29
2V -S"
C
22
28
30
31
14'-5'
C
20
25
27
28
LIVE
3.5
19'5"
C
17-1-
C
19
25
27
28
19'-1"
C
23
28
29
31
13'-T
C
20
%
%
27
4
IT -O"
C
11'-2"
C
20
25
26
28
17'-10'
C
23
27
29
30
174-
C
%
24
%
27
4.5
IVA"
C
104"
C
20
24
%
27
18'-9"
C
24
27
29
30
11'5-
C
21
24
25
27
5
13-7"
C
VS
C
20
24
25
27
15'-10"
C
24
27
28
30
10'-10-
C
21
24
25
%
5.5
12'4"
C
9'-1'
C
20
24
25
26
151-0"
C -
24
%
28
29
101-3'
C
21
23
25
26
6
11'4"
C
81S'
C
21
23
25
26
14'4'
C
25
26
28
29
9'-9'
C
22
23
24
26
6.5
1015"
C
8'-1'
C
21
23
25
26
1 Y-8"
C
25
%
27
29
9'3"
C
22
23
24
%
7
91S"
C
TS"
C
21
23
24
26
13'-2"
D
25
26
27
29
F-10'
C
22
23
24
25
7.5
9'-1"
C
14"
C
21
23
24
25
175"
D
25
25
27
28
8'S
C
22
22
24
25
8
8'S"
C
T-0"
C
21
22
24
25
'17-2"
D
%
26
27
28
8'-1'
C
22
22
24
25
8.5
81-0"
C
11'
C
21
22
24
25
1115"
D
%
26
%
28
7'-101
C
23
23
23
25
9
7'S"
C
W-51
C
22
22
23
25
11'4"
D
25
26
26'
28
7'S'
C
23
23
23
%
9.5
7'-r
C
6'-Y
C
22
22
23
25
111-0-
D
%
26
%
27
7'3"
C
23
23
23
24
105 MPH EXPOSURE C
10
6'-01'
C
5'-11•
C
22
22
23
24
10151
D
%
26
%
27
7'-0"
C
23
23
23
24
C
11
6'-r
C
51S'
C
22
22
23
24
1VA"
D
27
27
27
Z7
6'-T
C
23
23
23
24
C
12
SS"
C
5'-7
C
22
22
23
24
VS'
D
27
27
27
27
6'-Y
C
23
23
23
24
C
13
5'-T
C
4'S'
C
22
22
23
24
V-1'
D
27
27
27
27
5'-10'
C
24
24
24
24
0.042"x3'7x8"
Box Beam Detail 12
Double 0.042'X3"x8" (Detail 13
Double 0.037ttg 6.5" Detail 111
TABLE 3.1
Attached single Freestanding or
Attached Single Freestanding or
single Freestanding or
30
span shUcturo Muftis n Units
Span Structure Multis an Units
Shreftre MulGspan Units
GROUND TRIG MAX POST MAX
MAX POST LENGTH
MAX MAX POST LENGTH
MAx MAX POST LENGTH
SNOW WIDTH POST REDID POST
MIN 8' I 10' I 12'
POST MIN FOOTE 8' I 10' I IT.
POST ZION o0 8' I 10' I 17
LOAD (FT) SPACIN FOR SPACIN
I
IFOOTE
POST SIZE CONSTRAINED FOOTER
SPACIN POST SIZE CONSTRAINED FOOTS
SPACIN POST SIZE CONSTRAINEDFOOTE
(PSF) ON SLAB SLAB (FT)
TYPE "d' 'd' 'd" "d"
(FT) TYPE 'd" 'd' 'd' 'd'
(FT) TYPE •Q'
(FT)
(41) (in) (in) (in)
(in) (in) (in) (in l
(in) (in) (in) (in)
10
3
2Z -B"
C
17-0'
C
21
28
30
31
17'5'
C
24
30
32
34
17-01'
C
21
27
29
30
20
3.5
153-
C
10'-11•
C
22
27
29
31
18'-0'
C
25
30
32
33
111-0-
C
22
26
28
30
4
1T-0"
C
10'-1'
C
22
27
29
30
14'-11"
C
25
29
31
33
10-Y
C
22
%
28
29
4.5
15'-1"
C
914'
C
22
26
28
30
13'-11•
C
26
29
31
32
91S
C
23
%
27
29
5
13'-7'
C
8'-V
C
23
26
28
29
13'-2"
C
26
29
30
32
8'-1 D"
C
23
25
27
28
5.5
174'
C
e'3'
C
23
26
27
29
175"
C
26
28
30
31
8'4'
C
23
25
27
28
6
11'4'
C
T-8"
C
23
25
27
29
11'-101'
C
27
28
30
31
T-10'
C
23
25
%
28
6.5
10'-5'
C
7'4'
C
23
25
27
28
11'-3'
C
27
28
29
31
TS
C
24
24
26
27
7
91S'
C
7'-0'
C
24
25
27
28
10'?"
C
27
27
29
31
T -I'
C
24
24
%
27
7.5
9'-1'
C
6'S"
C
24
25
26
28
10'4'
C
28
28
29
30
6'-9'
C
24
24
25
27
8
8'S'
C
6'-0'
C
24
24
%
28
9'-11'
C
28
28
29
30
6'S
C
24
24
25
27
8.5
8'-0'
C
6'-1'
C
24
24
28
27
9'-7"
C
28
28
28
30
6'3"
C
24
24
22
24
9
TS'
C
5'-10'
C
24
24
%
27
901"
C
28
28
28
30
6'-0'
C
24
24
25
28
9.5
T -T
C
5'-T
C
24
24
25
27
8'-11'
C
28
28
28
29
5'-9'
C
25
25
25
26
20
3
11-10"
C
8'-10•
C
17
24
26
27
14'-8'
C
21
27
29
30
101-0"
C
16
24
25
27
20
3.5
10'-2"
C
T-11"
C
18
24
25
27
13'5"
C
21
27
28
30
91-1'
C
18
23
25
26
4
8'-11"
C
7'-T
C
18
23
25
%
12'5-
D
21
%
28
29
94"
C
19
23
25
%
4.5
1
7'-1t'
C
11"
C
18
23
24
%
1115"
D
22
%
27
29
7'S
C
19
23
24
26
5
T-1"
C
6'-r
C
18
Z2
24
25
10'-11-
D
22
25
27
28
T3"
C
19
22
24
25
5.5
6'-5'
C
5'-9"
C
18
22
24
25
10'4'
D
22
25
27
28
6'-9"
C
1g
22
24
25
6
5'-11"
C
5'4"
C
19
22
23
25
F-10'
0
23
25
%
28
61S
C
20
22
23
25
6.5
5'-5"
C
5'-0'
C
19
22
23
24
9'4"
D
23
24
%
27
6'-0'
C
20
22
23
24
7
5'-1"
C
4'S"
C
19
21
23
24
8'-11-
D
23
24
%
27
6'4"
C
20
21
23
24
7.5
4'-9'
C
4'4'
C
19
21
23
24
8'S'
D
23'
24
%
27
T -9'C
C
20
21
23
24
8
4'-S
C
4'-1'
C
19
21
22
24
8'-2'
D
23
24
25
27
5'-5"
C
20
21
22
24
8.6
4'-2"
C
T-10'
C
19
21
22
23
7-10'
D
24
24
25
27
j4'-6'*
C
%
21
22
24
9
3'-11'
C
3'-7'
C
19
21
22
24
7'S"
D
24
24
25
%
4'-11'
C
20
21
22
24
9.5
3'-9'
C
3'S"
C
19
21
22
24
T-3'
D
24
24
25
%
4'S'
C
20
21
22
24
ICC ESR 2676 5/2/2011 Page 16 of 59
100 MPH
EXPOSURE
C
20
3
11'-10"
C
8'-10"
C
19
%
27
29
141-5"
C
22
29
30
32
101-0"
C
19
25
27
26
3.5
10'-2"
C
T-11'
C
19
25
27
28
13'5"
C
23
28
30
31
9'-1"
C
20
25
26
28
4
6'-11"
C
7'-Y
C
19
24
26
28
12'5"
D
23
28
29
31
8'4'
C
20
24
%
27
4,5 -
7'-11"
C
61S•
C
18
24
26
27
1115"
D
23
27
29
30
7'-9'
C
20
24
26
27
5
7'-1'
C
6'-r
C
20
24
25
27
10'-11"
D
24
27
28
30
7'3"
C
21
24
25
27
5.5
T-5'
C
5'-9'
C
20
23
25
26
10'4"
D
24
26
28
30
6'-01
C
21
23
2S
26
6
5'-11'
C
5'4"
C
20
23
25
%
9'-10"
0
24
26
28
29
61S"
C
21
23
25
26
6.6
51S"
C
51-0"
C
20
23
24
%
14"
D
25
25
27
29
6'4"
C
21
23
24
26
7
5'-1"
C
4'1"
C
20
22
24
25
8'-11"
D
25
%
27
%
T -9'C
21
23
24
%
7.5
4'-9"
C
4'4"
C
20
Z2
24
25
8'S'
D
25
25
27
28
5'-5"
C
22
22
24
25S
8
4'"
C
4'-1'
C
20
22
23
25
8'-2"
D
25
25
27
28
S -r
C
22
22
24
25
8.5
4'-2"
C
T-10"
C
20
22
23
25
T-10"
D
25
25
27
28
4'-11'
C
22
22
24
25
9
T-11'
C
3'-T
C
20
22
24
25
TS-
D
25
25
%
28
4'S'
C
22
22
24
25
105 MPH EXPOSURE C
20
3
11'-10'
C
8'-10'
C
19
26
28
29
14'5'
C
23
29
31
33
May 3, 2011
3.5
10'-2"
C
7'-11"
C
20
26
27
29
13'5"
C
23
29
30
32
4
8'-11'
C
T-3"
C
20
25
27
28
1751
D
24
28
30
32
4.5
T-11'
C
6'51
C
20
25
%
28
11'5"
0
24
28
30
31
!!SsXON
G1
5
7'-1"
C
V -r
C
20
24
26
27
10'-11'
O '
25
27
29
31
O�4
5.5
8'-5'
C
5'-9"
C
20
24
%
27
10'4'
D
25
27
29
30
6
5'-11"
C
514'
C
21
24
25
27
9'-10"
D
25
27
28
30
t
6.5
51S
C
5'-0"
C
21
23
25
26
14"
D
25
26
28
30
I
601
7
5'-1'
C
4'S"
C
21
23
25
26
8'-11"
D
%
26
28
29
11
7.5
4'S'
C
4'4"
C
21
23
24
%
8'S'
D
26
%
28
29
O/1
8
1
4 '-5"
C
4'-1"
C
21
22
24
%
8'-2'
D
26
26
27
29
41 ", k,
a
8.5
4'-r
C
T-10'
C
21
22
24
25
7'-101
D
26
26
27
29
�,J
*
9
T-11"
C
3'-7"
C
21
22
24
26
TS
D
26
26
27
28
....
n
ICC ESR 2676 5/2/2011 Page 16 of 59
I ATTIr_F r 0VFR 3 0 Pr3ST CPArINr:C FnP DATtr1 ANn rrimmFRr w Cr3VFR4; HIr.H WINn ARFar
0.042"x3"x6" Box Beam Detail 12
Double 0.042"x3"x8" Detail 13
Double 0.032"x2"x6.5" Detail 11
TABLE 3.1 Attached Single Freestanding or
Attached Single Freestanding or
Attached Single Freestanding or
Span Structure Multis an Units
span Structure Multis an Units
span structure Multis n Units
GROUND TRIB MAX POST MAX MA%POST LENGTH
MAX MAX POST LENGTH
MAX MAX POST LENGTH
SNOW WIDTH POST RED'D POST MIN_ FOOTER e' I 10' I 12'
POST MIN FOOTER 8' I 10' I 12'
POST MIN FOOTER S.I 10'112
LOAD (F7) SPACING FOR SPACIN POST 5¢E CONSTRAINED FOOTS
SPACIN POST 512E CONSTRAINED FOOTS
SPACING POST SIZE CONSTRAINED FOOTS
(PSF) ON SLAB SLAB (FT) TYPE "d" "d" `d' 'd"
(FT) TYPE 'd' 'd' -Ir "d"
(FT) TYPE 'd' "d' 'd' 'd'
(FT) (In) (in) (in) (in)
lin) (in) (in) (in)
lin) (in) 1 Cm) 1 tin)
10.63
3
22'-8"
C
12'-7"
C
21
28
29
31
18'-3"
C
24
30
32
33
12'-7"
C
21
26
28
30
LIVE
3.5
191-5"
C
11'6"
C
21
27
29
30
16'-10"
C
24
29
31
33
11'-T
C
21
26
28
29
6'
4
17'-0"
C
10'-6"
C
22
27
28
30
151-81
C
25
29
31
32
10'-8"
C
22
26
27
29
T
4.5
15'-1"
C
9'-11`
C
22
26
28
29
14'-8'
C
25
29
30
32
10'-0"
C
22
25
27
28
5
73'-T'
C
""
C
22
26
27
29
13'-10'
C
26
28
30
31
9'4"
C
23
25
26
28
5.5
12'4"
C
8'-9"
C
23
25
27
29
13'-1"
C
26
28
30
31
8'-10"
C
23
25
26
28
6
11'4"
C
8'-3'
C
23
25
27
28
12'S'
C
26
27
29
31
8'-0"
C
23
24
26
27
6.5
101-5"
C
T-10"
C
23
25
27
28
11'-11"
C
27
27
29
30
T-11"
C
23
24
26
27
7
9'-0"
C
T-5"
C
23
25
26
28
11'-5"
C
27
27
29
30
T-7"
C
23
24
25
27
7.5
9'-1"
C
7* -1'
C
24
24
26
27
10'-11"
C
27
27
28
30
7'J"
C
24
24
25
27
6
8'S"
C
6'-9•
C
24
24
26
27
101-6•
C
27
27
28
30
6-11`
C
24
24
25
26
8.5
8'-0"
C
6'6"
C
24
24
26
27
10'-2-
C
28
28
28
29
6'6•
C
24
24
25
26
9
T6"
C
6-2•
C
24
24
25
27
9'-9"
C
28
28
28
29
6'4"
C
24
24
25
26
9.5
T-2"
C
6'-0"
C
24
24
25
27
9'-5"
C
28
28
28
29
6'-Y
C
24
24
24
26
10
6'-9`
C
5'-9"
C
24
24
25
26
9'-2"
D
28
28
28
29
5-11"
C
24
24
24
26
11
8'-2"
C
5'4'
C
24
24
25
28
8'-T
D
29
Z9
29
29
5'6"
C
25
25
25
26
1019'-5"3
3
22'-6"
C
13'-0"
C
20
2fi
28
29
201-8"
C
23
29
31
32
14'-3"
C
20
26
27
29
LIVE
3.5
19'-5"
C
12'-1"
C
20
26
27
29
19'-1•
C
23
28
30
32
13'-1"
C
21
25
27
28
6'
4
17'-0"
C
11'-2"
C
20
25
27
26
17'-10"
C
24
28
30
31
17-Y
C
21
25
26
28
T
4.5
15'-1"
C
10'4'
C
21
2S
26
28
16'-9`
C
24
28
29
31
11'4'
C
21
24
26
27
5
13'-7"
C
6-8"
C
21
24
26
27
15'-10'
C
25
27
29
30
1014"
C
22
24
26
27
5.5
12'4"
C
6-1"
C
21
24
26
27
15'-0"
C
25
27
29
30
10'-1"
C
22
24
25
27
6
11'4"
C
816'
C
21
24
25
27
14'4'
C
25
27
28
30
9'-T
C
22
23
25
26
6.5
101-5"
C
8'-1'
C
22
24
25
27
13'6"
C
26
26
28
30
9'-1"
C
22
23
25
26
-
W-81
C
T-01
C
22
23
25
26
13'-Y
D
26
26
28
298'-0"
7'-1"
C
23
23
25
26
7.5
9'-1"
C
T4"
C
22
23
25
26
176'
D
26
26
28
29
8'4"
C
23
23
24
26
8
816"
C
7'-0'
C
22
23
24
26
1Z-2"
D
26
26
27
29
8'-0"
C
23
23
24
26
8.5
8'-0"
C
W-81
C
22
23
24
26
111-9'
D
27
27
27
29
7'6"
C
23
23
24
25
9
T6"
C
6'-5'
C
22
22
24
25
11'4"
D
21
21
27
28
7'-5"
C
23
23
24
25
B9
9.5
7'-2"
C
6•-Y
C
22
22
24
25
11'-0' I
D
1 27
1 27
27
28
T -Y
C
24
24
1 24
1 25
10
3
22'S"
C
12'-0"
C
21
28
30
31
17'-5'
C
24
30
32
34
12`0"
C
21
27
29
30
E
3.
191-5"
C
10'-11"
C
22
27
29
31
16'-0"
C
25
30
32
33
1 11-0"
C
22
26
28
30
6'
4
17'-0"
C
101-1"
C
22
27
29
30
14'-11"
C
25
29
31
33
10'-2
C
22
26
28
29
T
4.5
15'-1"
C
9'4'
C
22
26
28
30
13'-11"
C
26
29
31
32
91S"
C
23
25
27
29
5
13'-7"
C
8'-9"
C
23
25
28
29
13'-2"
C
25
29
30
32
8'-10"
C
23
25
27
25
5.5
12'4"
C
8'-3"
C
23
26
27
29
12'S"
C
26
28
30
31
8'4"
C
23
25
27
28
6
114"
C
7"-9"
C
23
25
27
29
11'-10"
C
27
28
30
31
7'-10"
C
23
25
26
28
6.5
10'S"
C
T4"
C
23
25
27
28
111-3'
C
27
28
29
31
T6"
C
24
24
26
27
7
9'6"
C
T-0"
C
24
25
27
28
10'-9"
C
27
27
29
31
7'-1"
C
24
24
26
27
7.5
9'-1"
C
6S"
C
24
25
26
28
10.4"
C
28
28
29
30
6'•s"
C
24
24
25
27
88'6"
3'-T
1
C
6'4•
C
24
24
26
28
F-11"
C
28
28
29
30
6'6"
C
24
24
25
27
8.5
8'-0"
C
6-7"
C
24
24
26
27
9'-7"
C
26
28
28
30
61J"
C
24
24
25
27
9
T6"
C
5•-10"
C
24
24
26
27
g'-3"
C
28
28
28
30
6'-0"
C
24
24
25
26
9.5
T-2"
C
5'-7"
C
24
24
25
27
8'-11'
C
28
28
28
29
5'-9"
C
25
25
25
26
70
6'-8"
C
5'4'
C
24
24
25
27
C
29
29
29
29
11.1
C
25
25
25
26
"!Mnl L1 QI muu IIVIYJ rum inc.JC INCL=J
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
4. CHOOSE A RAFTER FROM TABLES 1.1 TO 1.8 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
S. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2 OR
CALCULATE FROM TRIBUTARY DIAGRAMON PAGE 1
6. CHOOSE A HEADER FROM TABLE 3.1 THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 3.1
ICC ESR 2676 5/2/2011
0.042"x3"x8"
Box Beam Detail 12
Double 0.042"x3"x8" (Detail 13 Double 0.032 .5" Detail 11)
TABLE 3.1
Attached Single Freestanding or
Attached Single Freestanding or Attached sxtgle Freestanding or
20
Span structure Multispan Units
Span Structure Multispan Units Span slnxura Multis an Units
GROUND TRIG MAX POST MAX
MAX POST LENGTH
MAX MAX POST LENGTH MAX MAX POST LENGTH
SNOW WIDTH POST REDID POST
MIN FOOTE 8' ' la I 12'
POST MIN FOOTS V I 10• I 12' POST MIN 8' I 10' I 12'
LOAD (FT) SPACINGFOR SPACIN
POST SIZE CONSTRAINED FOOTER
SPACIN POST SIZE CONSTRAINED FOOTS SPACIN ZE CONSTRAINED FOOTS
(PSF) ON SLAB SLAB (FT)
TYPE "d' 'd' "d" "d"
LTYPEtcr
(FT) TYPE "d" "d' 'd' 'd' (FT) "d' "d" "d"
(FT)
(In) (in) (in) (in)
(in) I.1 fn) (in) ) lin) (in) (in)
25
3
6-7"
C
81S"
C
20
27
28
30
14'4"
D
23
30
32
33
9'-9"
C
21
26
28
30
5'
3.5
e11"
C
T-8"
C
20
26
28
29
13'-2"
D
24
29
31
33
6-10"
C
21
26
27
29
6'
4
T -Y
C
T-0"
C
20
26
27
29
12'-2"
D
24
29
30
32
e'-1"
C
21
25
27
29
T
4.5
6'4"
C
6'-5"
C
20
25
27
28
1 t'4"
D
25
28
30
32
7'6"
C
22
25
27
28
5
5'-9"
C
5'-11•
C
21
25
26
28
1016"
D
25
28
30
31
7'-0"
C
22
25
26
28
5.5
5'-2"
C
66"
C
21
24
25
28
10'-1"
D
25
28
29
31
6-7"
C
22
24
26
27
6
4'-9"
C
5'-Y
C
21
24
26
27
91S1
D
26
27
29
31
6•2'
C
22
24
26
27
6.5
4'-5"
C
4'-9•
C
21
24
25
27
9'-1"
D
26
27
29
30
5'-10"
C
22
24
25
27
7
4'-1'
C
4'S"
C27
1 20
23
25
26
8'-1'
D
26
27
28
30
5'6'
D
23
2J
25
27
7.5
3'-10'
C
4'-2"
C
21
23
25
25
8'-0'
D
26
26
28
30
5'-3"
D
23
23
25
26
8
3'-T
1
C
T-11•
C
21
2324
26
T-11'
D
27
27
28
29
5'-0"
D
23
23
25
26
8.5
3.4"
C
T-8'
C
21
23
24
26
T-7'
D
27
27
28
29
4'-9-
D
23
23
25
2b
30
3
8•-0"
C
7'-7"
C
19
26
28
29
13'-0"
D
23
29
31
33
6-9"
C
20
26
27
29
5'
3.5
6'-10"
C
19'
C
1925
11'
27
29
11'-10'
D
23
29
30
32
T-11"
C
20
25
27
28
6'
4
6-V
C
6'-2'
C
19
25
27
28
11'-0"
D
24
28
30
31
T-3"
C
21
25
26
28
T
4.5
5'4"
C
516'
C
20
24
26
26
10'-3'
D
24
28
29
31
6'6"
C
21
24
26
28
5
4'-10"
C
5'-2'
C
20
24
26
27
9'•7"
D
24
27
29
31
6'J•
C
21
24
26
27
5.5
4'4"
C
4'A"
C
20
24
25
27
91-0"
D
25
27
29
30
5'-10"
C
21
24
25
27
6
4'-0"
C
4'4'
C
20
23
25
26
8.6"
D
25
27
28
30
SS"
D
21
23
25
27
6.5
316"
C
4'-0"
C
20
23
25
26
8'-1"
D
25
26
28
30
5'-2"
D
22
23
25
26
7
1 T-5" 1
C
1 X-9°
1 C
1 20
1 23
1 24
1 26
T6'
1 D
1 25
1 26
1 28
1 29 11
4'-10•
1 D
1 22
1 23
1 25
1 26
OVER-
HANG
Post Description
Max POST
H t
TABLE 3.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
PROJECTION OF SINGLE SPAN STUCTURES (FT)
0.032"Post w/ 0.024" Sideplate
10'
C
(FT)
8'
9'
10'
11'
12' 13' 14' 15' 18' 1T
181
19'
20'
21'
22•
0'
4'
4.5'
5'
5.5'
6' 6.5' T 7.5' V 8.5'
9'
9.5'
10'
10.5'
11'
1'
4.6
5'
5.5'
6'
6.5' 7' 7.5' 8' 8.5' 9'
9.5'
10'
10.5'
11'
17.5
2'
5'
5.5'
6'
6.6
7' 7.5' 8' 8.5' 6 9.5'
10'
10.5'
11'
11.5'
12'
3'
5.5'
6'
6.5
7'
7.5' 8' 8.5' 9' 9.51 10'
10.5'
11'
11.5'
12'
12.5
4'
6'
8.5'
T
7.5'
8' 8.5' 9' 9.5' 10' 10.5'
11'
11.5
12'
12.5'
13'
5'
6.5'
7'
7.5'
8'
8.5' 9' 9.51 10' 10.5' 11'
11.5'
12'
12.5'
13'
13.5'
TABLE 3.3 Post Requirements for
Attached Single Sp an Structures
Post Description
Max POST
H t
Detail
0.032"Post w/ 0.024" Sideplate
10'
C
21
0.032"Post w/ 0.032" Sideplate
12'
D
21
Clover 0.040"x3"x3" Alum
10'
E
24
Ma num 0.076'x3"x3" Post
12'
F
23
0.048"x3"x3" Steel Clover
12'
G
24
3/16'x3"0" Steel Square
12'
H
19
1/4""x3"x3" Steel Square I15'
E
1
19
3/16"x4"x4" Steel Square
15'
J
19
1/2"x4"x4" Steel Square
15'
K
19
TABLE 3.4 Post Requirements for
Freestanding Structures or Itispan Attached Structures
Post Description
Maximum
Footing
Max
Hei ht
POST
Detail #
0.048"x3'x3" Steel Clover
d= 20"
10'
B
24
0.048"x3"x3" Steel Clover
d= 21"
8'
C
24
3/16"x3"x3" Steel Square
d= 28"
10'
E
19
3/16'x3"x3" Steel Square
d= 25"
12'
E
19
1/4"1x3"x3" Steel Square
d= 28"
12'
E
19
3/16"x4"x4" Steel Square
d= 30"
12'
G
19
1/2'x4"x4" Steel Square
d= 37"
12' 1
H 1
19
1/2"xcl'W" Steel Square
d= 31"
15'
H
19
8. FOR SINGLE SPAN ATTACHED UNITS USE THE POST SHOWN IN
TABLE 3.1 AND 3.3. UPGRADE THE POST IF THE HEIGHT
United Duralume
IS NOT SUFFICIENT.
350 S. Raymond Ave
FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4
Fullerton, CA
9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 AND.OR TABLE 7.7
10. USE THE APPROPRIATE DETAILS (1-39). DETAILS MAY REQUIRE THE POST TO BE UPGRADED.
Carl Putnam, P. E.
11. ALL LATTICE NOT USING DETAIL 27 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET M5
3441 Ivylink Place
FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN
Lynchburg, VA 24503
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.1
cariputnam 5@comcast.nel
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
AY 1 3 2611
SLAB 9. FOLLOW 9-11 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR POST SPACING ON SLAB REQUIREMENTS INSTEAD OF THESE TABLES
Page 17 of 59
May 3, 2011
6.1139 C
I
�
�(. 6/30/', . 1
c :P
V I L
AY 1 3 2611
10
11
6'•7
C
14'5'
E
29
29
29
Atlached Single
26'5'
G
36
36
36
37
30.0'
G
37
37
37
38
LIVE
11.5
5'-11'
C
14'-1'
E
29
29
29
MAX
26'4•
G
36
36
35
37
301-0•
G
38
38
30
MIN
FOOTE
12
5'1"
C
13'5-
E
29
29
29
8' I 17 I 1S
25'-11"
G
36
36
38
SIZE
29'-10'
G
38
38
38
SPACIN
POST
13
T-2"
C
12'-11"
E
30
30
30
"d' "d" "d'
25'3"
G
37
37
37
TYPE
25-7
G
39
39
39
31
C
14
4'-10'
C
12'3'
F
30
30
30
l'n)
24'-7"''
G
36
38
38
36
285"
H
40
40
40
37
C
15
4'1"
C
11'5'
F
30
30
30
31
2J'.9"
G
38
38
38
36
27'-10'
M
40
40
40
37
10
5
13'-7'
C
24'-5'
D
29
30
34
Atlached Single
30'-0"
D
31
32
35
37
30'-0"
D
31
32
35
38
LIVE
5.5
12'4"
C
23'-0"
D
29
30,
33
MAX
30'-0'
E
32
32
35
37
30-0"
E
32
32
35
MIN
FOOTE
6
11'4"
C
21'-9"
D
30
30
33
8' I 17 I 1S
30'-0•
F
33
33
35
SIZE
30'-0-
F
33
33
35
SPACIN
POST
6.5
10'5"
C
20'5'
D
30
30
33
"d' "d" "d'
29'5•
F
34
34
35
TYPE
30'-0•
F
34
34
35
31
C
7
9'1"
C
19'.9•
D
30
30
32
l'n)
28'-9"
G
34
34
35
36
30-0'
G
35
35
35
37
C
7.5
9'-1"
C
18'-10"
D
30
30
32
31
28'-1"
G
35
35
35
36
301-0-
G
35
35
35
37
C
8
811"
C
18'-1'
D
31
31
32
30
2T1"
G
35
35
35
36
301-0-
G
36
36
36
37
C
8.5
8'-0.
C
17'4'
D
31
31
31
30
2T-0"
G
36
36
36
35
304'
G
37
37
31
37
C
9
T.6"
C
16'5•
D
31
31
31
30
26'5'
G
36
36
36
35
30'-0'
G
38
38
36
36
C
9.5
7' ..
C
16'-1"
D
31
31
31
29
28'-0"
G
36
36
36
35
30'-0"
G
38
38
38
36
C
10
T-9"
C
15'"
5
D
31
31
31
29
25'-7'
G
37
37
37
35
29'5"
G
39
38
39
37
C
10.5
6'S"
C
15'-0"
D
31
31
31
28
25'-7
G
31
37
37
35
25-1"
G
39
39
39
37
C
11
6'-2"
C
14.5•
E
32
32
32
29
24'5"
G
38
38
38
35
28'-7'
G
40
40
40
38
C
11.5
5'-11"
C
14'-1•
E
32
32
32
28 11
24'-5"
G
38
38
38
35
28'-7
G
40
40
40
_
12
5'1"
C
13'5•
E
32
32
32
24'-0"
G
38
38
38
5
2T-9'
G
40
40
40
30
33
13
5'-7
C
12'-11'
E
32
32
32
23'5"
G
39
39
39
5.5
27'-1'
G
41
41
41
29
33
14
4'-10'
C
12'3'
F
32
32'
32
22'-10"
G
40
40
40 '
B
26'5"
G
42
42
42
29
32
15
4'1'
C
11'•5'
F
32
32
32
22'4'
G
40
40
40
6.5
25.8"
H
42
42
42
29
10
5
13'-7
C
24'-5-
D
28
29
33
Atlached Single
30'-0"
0
30
31
34
37
301-0'
D
30
31
34
38
LIVE
5.5
174"
C
23'-0'
D
28
29
32
MAX
30'-0"
E
31
31
34
37
301-0'
E
31
31
34
MIN
FOOTE
6
11'4"
C
21'-9'
D
28
29
32
8' I 17 I 1S
30-0"
F
31
31
34
SIZE
3014-
F
31
31
34
SPACIN
POST
6.5
10'5"
C
20'-8'
D
29
29
32
"d' "d" "d'
30-0"
F
32
32
34
TYPE
30-0"
F
32
32
34
31
C
7
B'1"
C
19'-9-
D
29
29
31
l'n)
30'-0'
G
33
33
34
36
30.0'
G
33
33
34
37
C
7.5
9'-1"
C
18'-10•
D
29
29
31
31
254
G
34
34
34
36
301-0"
G
34
34
34
37
C
8
811"
C
18'-1"
D
28
29
31
30
28'1'
G
34
34
34
36
30-0"
G
35
35
35
37
C
8.5
81-0"
C
1T4'
D
29
29
30
30
28'-1'
G
35
35
35
35
30-0'
G
35
35
35
37
C
9
7'1"
C
16'1-
D
30
30
30
30
2'"'
G
35
35
35
35
301-0'
G
35
38
36
36
C
9.5
T-2"
C
16'-1"
D
30
30
30
29
2T -i•
G
35
35
35
35
301-0"
G
37
37
37
36
C
10
8'.9'
C
15'1'
D
30
30
30
29
26'1'
G
36
36
36
35
301-0"
G
37
37
37
37
C
10.5
6'S"
C
15'-0'
D
30
30
30
28
253'
G
36
36
36
35
3014'
G
38
38
38
37
C
11
6'-7
C
141-
1
E
30
30
30
29
25'-10-
G
37
37
37
35
29'-10'
G
38
38
38
38
C
11.5
5'-11'
C
14'-1-
E
30
30
30
28 11
255-
G
37
37
37
35
20-5•
G
39
39
39
_
12
5'S"
C
13'1-
E
30
30
30
25-1"
G
37
37
37
5
25-0•
G
39
39
39
30
33
13
51•7
C
12'-11'
E
31
31
31
24'.5'
G
38
38
38
5.5
28'-7
G
40
40
40
29
33
14
4'-10•
C
173'
F
31
31
31
23'-10"G
39
39
39
B
275"
H
40
40
4D
29
32
15
4'1"
C
S11''
F
31
31
31
23'3'
G
39
39
39
6.5
26'-11"
H
41
41
41
29
ICC ESR 2676 5/2/2011
TABLE 3.5
14 Gau Steel C Beam
(Detail 14)
Double 14 Gau Steel C Beam Detail 16
Double 12 Gaut Steel C Beam Detail 16
D
Aftuhed Single
Freestanding or
36
Atlached Single
Freestanding or
D
d.ched single
Freestanding or
38
37
Span st.dur.
Multis an Units
34
Span SDuctwe
Multis an Units
38
Sp..Swcture
Muftis an Units
TRIS
MAX
POST
MAX
32
32
MAX POST LENGTH
MAX
28-7
D
MAX POST LENGTH
MAX
38
37
MAX POST LENGTH
WIDTH
POST
REOU
POST
MIN
FOOTE
e' I 17 I 15'
POST
MIN
FOOTER
8' ' 17 I 15'
POST
MIN
DOTE
8' I 17 I 1S
(FT)
SPACING
FOR
;PACING
POST
SIZE
CONSTRAINED FOOTER
SPACING
POST
SIZE
CONSTRAINED FOOTE
SPACIN
POST
SIZE
CONSTRAINED FOOT
C
ON SLAB
SLAB
(FT)
TYPE
"d'
"d' "d" "d'
(FT)
TYPE
"d'
'd •d' 'd"
(FT)
TYPE
'd"
'd' 'd' 'd
37
(F7)
38
31
C
On)
lint linl fn)
C
101.9-
(N
(ml fn) (in)
33
35
l'n)
(in) lint (in)
10
5
13'-7'
C
23'-1'
D
31
32
36
33
29'-1'
D
34
34
38
37
30'-0"
D
34
34
38
38
C
5.5
17-4'
C
274'
D
32
32
36
32
28-7
D
35
35
38
37
30'-0"
E
35
35
38
38
C
6
11'4'
C
21W
D
33
33
36
32
2T4"
E
35
35
37
36
30'-0'
F
36
36
38
38
C
6.5
101.5"
C
205•
D
33
33
35
31
25-7'
F
36
36
37
36
301-0"
F
37
37
38
31
C
7
51"
C
101.9-
D
33
33
35
31
26'-0•
F
37
37
37
36
301-0"
6
38
38
38
37
C
7.5
5-1"
C
18'-10"
0
34
34
34
31
25'4•
F
37
37
37
36
254'
G
39
39
39
37
C
8
8'1'
C
18'-1"
D
34
34
34
30
24-10"
G
38
38
38
36
28'-8-
G
40
40
40
37
C
8.5
814'
C
1T-4-
D
34
34
34
30
24'4'
G
38
38
38
35
28'-1"
G
40
40
40
37
C
9
7'S"
C
16'-8'
D
34
34
34
30
23'-10"
G
39
39
79
35
27'-i"
G
41
41
41
36
C
9.5
7'-7
C
t6'-1"
D
35
35
35
29
23'5"
G
39
39
39
35
27'.1•
G
41
41
41
36
C
10
6'-9"
C
1515'
D
35
35
35
29
23'-1'
G
40
40
40
35
26'5"
G
42
42
42
37
C
10.5
S5'
C
15'-0"
D
35
35
35
28
275"
G
40
40
40
35
26'-7
G
42
42
42
37
C
11
6'-7
C
14'5'
E
35
35
35
29
274"
G
40
40
40
35
25'-10"
G
42
42
42
38
C
11.5
5'-11'
C
14'-1•
E
35
35
35
28 11
22'-0"
G
41
41
41
35
2TS'
G
43
43
43
38
20
5
7'-1"
C
16.0
D
25
28
31
33
27'5'
G
30
31
35
37
30'-0'
G
31
32
35
38
C
5.5
6'S"
C
1T -O"
D
25
27
30
32
26'-9'
G
31
31
34
37
301-0•
G
32
32
35
38
C
6
5'-11"
C
14'-1•
E
26
27
30
32
26-0"
G
31
31
34
36
30'-0•
G
33
33
35
38
C
6.5
61S
C
13'-0'
E
26
26
30
31
25'-0"
G
32
32
34
36
29'-3'
G
33
33
35
31
C
7
5'-1"
C
175"
F
26
26
29
31
24'-9"
G
32
32
34
36
28'-7"
G
34
34
35
37
C
7.5
4'-9"
C
12-4"
F
26
26
29
31
24'-2-
G
33
33
34
36
27-11'
H
35
35
35
37
C
8
4'-5"
C
11'-3•
F
26
26
29
30
23'5'
G
33
33
33
36
27'-0"
H
35
35
35
37
C
8.5
4'-7
C
10'-7'
F
26
26
28
30
27.9'
G
34
34
34
35
26'-9•
H
35
35
35
37
C
9
T-11•
C
101-0•
F
26
26
28
30
27-1"
G
34
34
34
35
28'-3"
H
36
36
36
36
C
9.5
3'1"C
28
9'S'
F
26
26
28
29
215"
H
34
34
34
35
25'-10"
H
36
36
36
36
C
10
3'-0•
C
9'-0'
F
26
26
27
29
20'-10"
H
34
34
34
35
25'4"
H
37
37
37
37
C
10.5
11.1
C
8'-7'
F
26
26
27
28
20'4'
H
35
35
35
35
24'-11"
H
37
37
37
37
C
11
3'-2'
C
8'-7
F
26
26
27
29
1915"
H
35
35
35
35
24'•7'
H
38
38
38
38
C
11.5 1
T-1" 1
C
1 7'-10'
1 F 1
26
1 26
1 27 1
28 11
19'4"
1 H
35
35
35
35
24-7
H
38
38
38
38
100 MPH EXPOSURE C
20
5
T-1"
C
16'-0•
D
27
29
32
35
2715"
G
32
33
37
39
30'-0"
G
33
34
37
40
5.5
6'-5"
C
15'-0'
027
29
32
34
26'-9"
G
33
33
36
39
30'-0"
G
34
34
37
40
6
T-11•
C
14'-1"
E
27
28
32
34
26'-0"
G
34
34
36
38
30'-0"
G
35
35
37
40
6.5
5'S"
C
13'4'
E
28
28
31
33
25'4"
G
34
34
36
38
29'3"
G
36
36
37
39
7
T-1'
C
17-8"
F
28
26
31
33
24'-9"
G
35
35
36
38
28'-7"
G
37
37
37
39
7.5
4'-9"
C
17-0'
F
28
28
30
32
24'-2'
G
35
35
36
38
27-11"
H
37
37
37
39
B
4'-5'
C
11'3'
F
28
28
30
32
23'5'
G
36
36
36
37
27'4'
H
38
38
38
39
8.5
4'-7'
C
10-7'
F
28
28
30
32
27-9'
G
36
36
36
37
26'-9"
H
38
38
38
39
9
3'-11"
C
101-0"
F
28
28
29
31
22'-1'
G
36
36
36
37
26'3"
H
39
39
39
39
9.5
3'•9•
C
55"F
28
28
29
31
21'•5"
H
37
37
37
37
25'•10-
H
39
38
39
39
10
3'S'
C
9'-0"
F
28
28
29
31
20'•10"
H
37
37
37
37
254•
H
40
40
40
40
10.5
-0
3'-
C
8'-7-
F
28
28
26
30
20'4-
H
37
37
37
37
24'-11"
H
40
40
40
40
11
Y-2" 1
C
1 8'-2" 1
F
1 28
1 28
1 28 1
30
11 155' 1
H
1 38
1 38
1 38
38
24'-7'
H
40
40
40
40
105 MPH EXPOSURE C
May 3, 2011
20
5
T-1'
C
18'-0'
0
28
30
33
35
275'
G
33
34
38
40
5.5
61 S"
C
15'-0"
D
28
29
33
35
26'-9•
G
34
34
37
40
B
5'41'
C
14'-1'
E
28
29
32
34
26'-0'
G
35
35
37
39
6.5
5'S'
C
13'4'
E
29
29
32
34
25'4'
G
35
35
37
39
,Sg10NA
7
5'-1"
C
1751
F
29
29
32
34
24'-9•
G
36
36
37
39
_
7.5
4'•9'
C
17-0'
F
29
29
31
33
24'•7
G
37
37
37
39
Q�O
G
1IA1
8
4'-5"
C
11'-7•
F
29
29
31
33
23'1'
G
37
37
37
38
1 I
8.5
4'-7
C
10-7'
F
29
29
30
32
27-9'
G
37
37
37
38
I
Sp
9
T-11'
C
10-0'
F
29
29
30
32
27-1'
G
38
38
38
38
`I3,l
9.5
3'-9"
C
01"
F
29
29
30
32
215"
H
38
38
38
38
tjty(-
6/10/
10
3'S"
C
9'-0"
F
29
29
29
31
20'-10'
H
38
38
38
38
=),_ 11
`
10.5
3'4"
C
8'-7'
F
29
29
29
31
2014"
H
39
39
39
39
Y2.
11
37
C
8'-7
F
29
29
29
31
15.91
H
39
39
39
39
7.
r
Page 18 of 59
I ATTIrF r(3VFR A n Pr15T SPArlMr:S FOR PATIO AMn rr3MMFRr.IAI rAVERS NIGH WINr3 ARFAS
10
14 Gau Steel C Beam Detail 14
Double 14 Gau Steel C Beam Detail 16) Double 12 Gau Steel C Beam (Detail 16)
TABLE 3.5
Attached Single Freestanding or
Attached Single Freestanding or ached Single Freestanding or
31
span structure Multis an Units
I
span Structure Mullis n Units Span Structure Multispan Units
GROUND TRIG MAX POST
MAXdMAX POST LENGTH
MAX MAX POST LENGTH MAX MAX POST LENGTH
SNOW WIDTH POST REO'D
POST TER S' ( 12' I 1S'
POST
POST MIN FOOTER 8' I 12' ' 15' POST MIN FOOTER S' I IT I 15'
LOAD (FT) SPACING FOR
SPACING ZE CONSTRAINED FOOTE
POST SIZE CONSTRAINED FOOTE SPACING POST SIZE CONSTRAINED FOOTE
(PSE) ON SLAB SLAB
(FT) d "d "d 'd'
(FT) TYPE 'd 'd "d "d' (FT) TYPE 'd 'd 'd' 'd'
(FT)
n) (In) (ml (In)
(in) (in) (in) (In) (in) (in) (In) (in)
10
5
13'-7"
C
23'-10'
D
31
32
3530'-0"
GROUND TRIG MAX POST
30'-0"
D
33
34
37
LOAD (FT) SPACING FOR
30'-01
D
33
34
37
(FT)
LIVE
5.5
12'-4"C
C
23'-0'
D
31
32
35
35
29'-1"
E
34
34
37
40
30'-01
E
34
34
37
41
6'
6
114"
C
21'-9'
D
32
32
35
35
28'-3'
F
35
35
37
40
30'-0"
F
35
35
37
41
T
6.5
1015"
C
20'-8-
D
32
32
34
35
275-
F
35
35
37
39
30'-0'
F
36
36
37
41
7
9'8"
C
1815'
D
32
32
34
34
26'-10"
F
36
36
36
39
30'-0'
G
37
37
37
40
7.5
9'-1"
C
16'-10-
D
33
33
34
34
26'•3-
G
36
36
36
39
30'-0"
G
38
38
38
40
8
8'8"
C
18'-1'
D
33
33
33
33
25'-8-
G
37
37
37
39
291-8"
G
39
39
39
40
8.5
8'-0"
C
17'4-
D
33
33
33
33
25'-2"
G
37
37
37
39
29'-i'
G
39
39
39
40
9
TS"
C
16'•8'
D
33
33
33
33
24'-8"
G
38
38
38
38
281-6'
G
40
40
40
40
9.5
T-2"
C
IVA"
D
33
33
33
32
24'-3"
G
38
38
38
39
28'-0"
G
40
40
40
41
10
6'-9"
C
15'8
D
34
34
34
32
23'-10'
G
39
39
39
39
8"
27'"
G
41
41
41
41
10.5
6'S"
C
15'-0'
D
34
34
34
32
23'S"
G
39
39
39
40
2T-1'
G
41
41
41
42
11
6'-2"
C
14'-6"
E
34
34
34
23'-1"
G
40
40
40
26'-6"
G
42
42
42
11.5
5'-i t-
C
14'-1"
E
34
34
34
22'-9'
G
40
40
40
26'-3'
G
42
42
42
12
5'•8-
C
13'-8-
E
34
34
34
22'-5^
G
40
40
40
25' -it'
G
42
42
42
13
V-2"
L
12'-11"
E
34
34
34
21'-10'
G
41
41
41
25'-3"
G
43
43
43
106
5
13'-7"
C
24'S"
D
29
30
34
GROUND TRIG MAX POST
30'-0"
D
31
32
35
LOAD (FT) SPACING FOR
30'-0"
D
31
32
35
(FT)
LIVE
6.5
12'4"
C
23'-0"
D
29
30
33
35
30'-0"
E
32
32
35
40
30'-0"
E
32
32
35
41
6'
6
1114"
C
21'-9'
D
29
29
33
35
30'-0"
F
32
32
35
40
30'-0"
F
32
32
35
41
T
6.5
10'1"
C
20'-8"
D
29
29,
32
35
30'-0"
F
33
33
35
39
0'-0
3'
F
33
33
35
41
7
8
9'"
C
19'-9"
D
30
30
32
34
30'-0"
G
34
34
35
39
30'4"
G
34
34
35
40
7.5
9'-1"
C
18'-10"
D
30
30
32
34
294"
G
35
35
35
39
30'4'
G
35
35
35
40
B
F-6"
C
IVA"
D
30
30
31
33
281"
8
G
35
35
35
39
30'-0"
G
36
36
36
40
8.5
8'-0"
C
1T4"
D
30
30
31
33
28'-1"
G
36
36
36
39
30'-0"
G
36
36
36
40
9
T8"
C
16'1'
D
31
31
31
33
2T-7"
G
36
36
36
38
30'-0"
G
17
37
37
40
9.5
T-2"
C
16'-1"
-D
31
31
31
32
2T -I"
G
37
37
37
39
30'-0"
G
38
38
38
41
10
S
6'"
C
15'8"
D
31
31
31
32
26'-8"
G
37
37
37
39
29'-10"
G
38
38
38
41
10.5
6'S"
C
15'-0"
D
31
31
31
32
26'-3"
G
37
37
37
40
29'4'
G
39
39
39
42
11
6.2"
C
14'8"
E
31
31
31
25'-10"
G
38
38
38
28'-10'
G
39
39
39
11.5
5'-11"
C
14'-1"
E
31
31
31
25'1"
G
30
38
38
28'-5"
G
40
40
40
10
5
13'-7'
C
23'-1"
D
31
32
36
GROUND TRIG MAX POST
29'-1"
0
34
34
38
LOAD (FT) SPACING FOR
30'-0"
D
34
34
38
(FT)
LIVE
5.5
124"
C
22'4^
D
32
32
36
35
28'-2"
D
35
35
38
40
30'-0"
E
35
35
38
41
6'
6
11'-0"
C
21'-8"
D
33
33
36
35
274'
E
35
35
37
40
30'-0"
F
36
36
38
41
T
6.5
10'1"
C
20'-8'
D
33
33
35
35
28'-7"
F
36
36
37
39
30'-0'
F
37
37
38
41
7
9'8"
C
19'5"
D
33
33
35
34
26'-0"
F
37
37
37
39
3O-0"
G
38
38
38
40
7.5
9'-1"
C
18'-10'
D
34
34
34
34
25'4'
F
37
37
37
39
29'4"
G
39
39
39
40
8
8'8"
C
18'-1"
D
34
34
34
33
24'-10"
G
38
38
38
39
28'-8`
G
40
40
40
40
8.5
8'-0"
C
17'4'
D
34
34
34
33
244"
G
38
38
38
39
28'-1'
G
40
40
40
40
9
T8"
C
16'8-
D
34
34
34
33
23'-10"
G
39
39
39
38
27-7'
G
41
41
41
40
9.5
T-2"
C
16'-1'
D
35
35
35
32
23'5"
G
39
39
39
39
27-1"
G
41
41
41
41
10
6'-9"
C
15'8'
D
35
35
35
32
23'-1"
G
40
40
40
39
26-8'
G
42
42
42
41
10.5
6'S"
C
15'-0"
D
35
35
35
32
22'8"
G
40
40
40
40
26'-2"
G
42
42
42
42
11
6'-2"
C
14'5"
E
35
35
35
2241
G
40
40
40
25'-10"
G
42
42
42
11.5
5'-11"
C
14'-1"
E
35
35
35
22-0"
G
41
41
41
25'-5'
G
43
43
43
12
5'8"
C
13'-8"
E
35
35
35
21'-8"
G
41
41
41
25'-1"
G
43
43
43
t.LNtKALINb IKU6IIUNDr'VK IKtbt IAPLLb
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
4. CHOOSE A RAFTER FROM TABLES 1.1 TO 1.8 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2 OR
CALCULATE FROM TRIBUTARY DIAGRAMON PAGE 1
6. CHOOSE A HEADER FROM TABLE 3.5 THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 3.5
ICC ESR 2676 5/2/2011
25
14 Gau Steel C Beam
(Detail 14) Double 14 Gau Steel C Beam Detail 16 Double 12 Gau Steel C Beam Detail 16)
TABLE 3.5
AAecnea single
Freestanding or Anachea single Freestanding or Attached Ser,�e Freestanding or
28
span Structure
Mullis an Units Span Structure Multispan Units Span S1nevae Multispan Units
GROUND TRIG MAX POST
MAX
MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH
SNOW WIDTH POST REDD
POST MIN FOOTER
8' I 17 ,' 15' POST MIN FOO EP 8' ' 12' ' 15' POST MIN FOGIFIR 6 ' 17 1 15'
LOAD (FT) SPACING FOR
SPACING POST SIZE
CONSTRAINED FOOTER SPACING POST - SIZE CONSTRAINED FOOTE SPACIN POST S9EE CONSTRAINED FOOTE
(PSF) ON SLAB SLAB
(FT) TYPE "d
'B' `d- -d- (FT) TYPE -d- 'd -d- -d- (FT) TYPE "d "d - 'd
I I
(FT)
(int
(in) (in) (in) (in) (in) (in) (in) (in) fin) (in) (in)
25
5
5'-9"
C
15'8"
F
28
30
34
36
25'-7"
G
34
34
38
40
29'-7"
G
35
35
39
41
5'
5.5
5'-2"
C
14'-6"
F
29
30
33
35
24'-10"
G
34
34
38
40
28'-8"
G
36
36
39
41
6'
6
4'-9"
C
13'-8"
F
29
29
33
35
24'-1'
G
35
35
37
40
27'-10'
H
37
37
39
41
T
6.5
4'1"
C
17-11"
G
29
29
32
35
2T-6"
G
36
36
37
39
27'-1"
H
37
37
38
41
7
4'-1"
C
12'-3"
G
29
29
32
34
27-11"
G
36
36
37
39
265`
H
38
38
38
40
T5
T-10'
C
11'-5'
G
29
29
32
34
22'4"
H
37
37
37
39
25'-10"
H
39
39
39
40
8
Y-7-
C
10'-9"
G
29
29
31
33
21'-11"
H
37
37
37
39
25'4`
H
39
39
39
40
8.5
3'4'
C
10'-1"
G
29
29
31
33
21'-5'
H
38
w
38
39
24'-9'
H
40
40
40
40
9
T-2'
C
9'-7-
G
29
29
31
33
2"-o
H
38
38
38
38
24'-0"
H
10
40
40
40
9.5
3'1'
C
9'-1"
G
29
29
30
32
20-8"
H
39
39
39
39
23'•11"
M
41
qi
41
41
10
2'-10"
C
8'-T'
1
G
1
29
29
30
32
20'4'
H
39
39
39
39
23'8"
H
11
41
41
41
10.5
7-8"
C
8'-2"
G
29
29
30
32
19'-9"
H
40
40
40
40
23'-1"
H
42
42
1 42
42
30
5
4'-10"
C
13'-9"
F
27
29
33
35
24'-1"
G
33
34
37
40
27'-10'
H
35
35
39
41
5'
5.5
4'4"
C
17.10"
G
28
29
32
35
23'4-
G
34
34
37
39
2T-0"
H
35
35
38
41
6'
6
4'-0"
C
17-0'
G
28
29
32
34
275"
H
34
34
37
39
26'-2"
H
36
36
38
40
T
6.5
3'8"
C
11'-1"
G
28
28
31
34
27.1"
H
35
35
37
39
25'5"
H
37
37
38
40
7
T-5"
C
1014'
G
28
28
31
33
21'8'
H
36
36
38
39
24'-11'
H
37
37
38
40
7.5
T-2"
C
918"
G
28
28
31
33
21'-0"
H
36
36
36
38
244"
H
38
38
38
40
8
T -W
C
9'-0'
G
28
28
30
32
20'-7-
H
37
37
37
38
23'40'
H
38
38
38
39
8.5
7-10"
C
818"
G
28
28
30
32
20'-2"
H
37
37
37
38
23'-0"
H
39
39
39
39
9
1 78"
I C
1 8'-0'
1 G
1 28
1 28
1 30
1 32 11
19'-7"
H
1 37
1 37
1 37
1 38 11
22'-11^
1 H
1 39
1 39
39
1 39
OVER-
HANG
Post Description
Max POST
H t
TABLE 32 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
PROJECTION OF SINGLE SPAN STUCTURES (FT)
0.032"Post w/ 0.024" Sideplate
10'
C
FT)
8'
9'
IV
11'
12' 13' 14' 15' 16' 1T
18'
19'
20'
21'
27
0'
4'
4.5
5'
5.5'
6' 6.5 T 7.5' 8' 8.5'
0'
9.5'
17
10.5'
11'
1'
4.5'
S
5.5'
6'
6.5' 7' 7.5' B' 8.5' T
9.5'
10'
10.5'
11'
11.5
2'
5'
5.5'
6'
6.5'
7' 7.5 8' 8.5' 9' 9.5'
10'
10.5'
11'
11.5'
12'
3'
5.5'
6'
65
7'
7.5' 8' 6.5' 9' 9.5' 10'
10.5'
11'
11.5'
17
12.5
4'
6'
6.5'
T
7.5'
8' 8.5, 9' 9.5' 10' 10.5'
11'
11.5'
12'
12.5'
13'
5'
1 6.6
7'
7.5'
8'
8.5' 9' 9.5' 10' 10.5' 11'
11.5'
17
12.5'
13'
13.5'
TABLE 3.3 Post Requirements for
Attached Single Sp an Structures
Post Description
Max POST
H t
Detail
0.032"Post w/ 0.024" Sideplate
10'
C
21
0.032"Post w/ 0.032" Sideplate
12'
D
21
Clover 0.040'x3'x3" Alum
10'
E
24
Magnum 0.075'x3"x3" Post
12'
F
23
0.048"x3"x3" Steel Clover
12'
G
24
3/16"xWx3" Steel Square 1
12'
H
19
1/41ry1x3"x3" Steel S uare
15'
1
19
3/16"x4"x4" Steel Square 1
18'
J
19
1/7'x4"x4" Steel Square 1
18'
-.1
19
TABLE 3A Post Requirements for
[ABLE
Structures or Muttispan Attached Structures
Post Description I Maximum I Max I POST
May 3, 2011
8. FOR SINGLE SPAN ATTACHED UNITS USE THE POST SHOWN IN
gSION
TABLE 3.5 AND 3.3. UPGRADE THE POST IF THE HEIGHT
IS NOT SUFFICIENT.
United Duralume
350 S. Raymond Ave
FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4
Fullerton, CA
9. FIND THE OIC SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 AND/OR TABLE 7.7
10. USE THE APPROPRIATE DETAILS (1-39). DETAILS MAY REQUIRE THE POST TO BE UPGRADED.
Carl Putnam, P. E
I 6. 91
11. ALL LATTICE NOT USING DETAIL 27 MUST COMPLY WITH TABLES L7 AND L2 ON SHEET MS
3441 Ivylink Place
FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN
Lynchburg, VA 24503
6/ 0/
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.5
carlputnam@comcast.net
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
SLAB 9. FOLLOW 9-11 FROM ABOVE
vlL \P
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR POST SPACING ON SLAB REQUIREMENTS INSTEAD OF THESE TABLES
F�FCALIF��
Page 19 of 59
I � ('• r e7 ..
C-
*
c ` C
MA 13 20`11
ATTACHMENT CHANNEL
ALUMINUM SEE DETAIL
ROOF PANEL WIDTH MUST BE AT LEAST
SEE SCHEDULE 100% OF PROJECTION
FOR SPANS
WIDTH \
OVERHANG VARIES, SEE SCHEDULE
SEE DETAIL FOR SPLICE _
1 1/2' SQ. SCROLL POSTS ff SCHED N PROJECTION
3 1/2' SLAB ATTACHMENT OH NOT T
MAY B ED WHE—RE7 O ekC
PERMITTED. CCD 2qI
SEE SCHEDULE
OTE,NO SPLICE AT HISS
POST AND AT END BAYS.
FOOTINGS WHERE REQUIRED
SEE SCHEDULE FOR CUBED
FOOTING SIZE
Al ATTACHED SINGLE SPAN
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
MAX PANEL OVERHANG
IS 25% OF PANEL SPAN
V_A
SOLID PATIO TYPES
12' MAX HGT FOR
PATIO COVERS
5' MAX HEIGHT FOR
OTHERS
MAX HEADER ALUMINUM
OVERHANG ROOF PANEL
IS 25% OF POST
SPACING SEE SCHEDULE
FOR SPANS
OPTIONAL,
O.H, VARIES, SEE SC
SEE DETAIL FOR SP
SQ. POSTS, SIZE V1
CONCRETE SLAB REQUIRED
FOR CONSTRAINED
FOOTINGS
SEE SHEET M8
SEE DETAIL FOR SPLICE'
SQ. POSTS, SIZE VARIES —
CONCRETE SLAB
REQUIRED FOR
CONSTRAINED
FOOTINGS
SEE SHEET MB
SEE SCHEDULE FOR CUBED
FOOTING SIZE
1/2"x9" STEEL'
REBAR OR BOLT
C1 FREESTANDING W/CANTILEVER OPTION
ICC ESR 2676 5/2/2011
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
4O.H.O.H. VARIES, SEE SCHEDULSEE DETAIL FOR SPLIC1 1/2' SQ. SCROLL POSTS
ALT
CONCRETE SLAB REQUIRED SIN(
FOR CONSTRAINED SEE
FOOTINGS
SEE SHEET M8 J�
SEE SCHEDULE FOR CUBED J J
FOOTING SIZE
B1 ATTACHED MULTISPAN
ATTACHWNT CHANNEL
SEE DETAIL —
MAX PANEL OVERHANG
t—L IS 25% OF PANEL SPAN
REBAR or BOLT
D1 FREESTANDING_ MULTISPAN
Page 20 of 59
IAX HEADER OVERHANG IS
5% OF POST SPACING
13 2011
May 3, 2011
V I L ��\P
OFCALIFO
ENGINEERS STAMP
:4
\
1�
r 1
�y.
•tr+Vr 151.! �1, J
13 2011
May 3, 2011
V I L ��\P
OFCALIFO
ENGINEERS STAMP
DETAILS AN, AO, AQ
SOLID PATIO TYPES
A2 ATTACHED SINGLE SPAN
HE
SPLIC
FREESTANDING PC
C2 FREESTANDING W/CANTILEVER OPTION
ICC ESR 2676 5/2/2011
, bt
DETAILS:
PANEL: E, F, G, H
HEADER: J, K. L, M, N. O, P, SI
Q. R, S. T, U, V, W
POST: AE, AH, AK, AF, AL,
AJ, AO MULTISF
POSTS FOR
FREESTANDING AND
MULTISPAN UNITS:
AF AND AK (STEEL ONLY)
SPLICE: X, Y, Z, AA, AC, AD
DETAIL AN
12' MAX HGT FOR B2 ATTACHE
PATIO COVERS
5' MAX HEIGHT FOR
OTHERS
ALUMINUM
HE/
SPLICI
FREESTANDING/MULTISPAN PO
REBAR or BOLT
D2 FREESTANDING MULTISPAN
Page 21 of 59
,y 1 "3 2011
ENGINEERS STAMP
O3" x 12" "W" PANEL
(ALUM. ALLOY 3004-1-134 OR EQUAL)
DECORATIVE PANEL (OPTIONAL)
0.018" ALUM 3003-H14 #8-l- LG. S.M.S. @ 12.O.C.
0.786'
FENER & SCHEDULE
CHART 4.9 or 4.10
0,
-0.75" ALUM. ALLOY
_00"
O 2.25" x 6" FLAT PANEL
(ALUM. ALLOY 3004-1-134 OR EQUAL)
6.000"
0.28".7r1� .7s I
o.2s"
FASTENER &SCHEDULE
2,25" SEE CHART 4.9 or 4.10
1 I r 0.375",
I- 0.75•
O 3" or 4" OR 6" INSULATED
ROOFING PANEL
ROOF SLOPE SHALL BE 1/4": 12" MIN.
ICC ESR 2676 5/2/2011
OF 2 2" x 24" TRI -PANEL
(ALUM. ALLOY 3004-1-134 OR EQUAL)
FASTENER & SCHEDULE
0.75" SE CHART 4.9 or 4.10
0.1"
2.50" 2.56'
0.25' � I-- 0.381 0.25'
-� 8"
\I
`#8 SMS @ 36" O/C
ALONG PANEL LENGTH
O 3" x 6" FLAT PANEL
(ALUM. ALLOY 3004-H34 OR EQUAL)
6.000"
.71'� �.75"� `
T 0.32'
0.28 J -
3.0" FASTENER & SCHEDULE
SEE CHART 4.9 or 4.10
0375"
—r 0.75"
USE OF FOAM CORE
SANDWICH PANELS WILL
REQUIRE THE USE OF A
REGISTERED DESIGN
PROFESSIONAL TO COMPLY
WITH EXISTING ICC ESR
Page 22 of 59
0.68" -t—�
May 3, 2011
0
0
0
0
0
3" SQ. STEEL BEAM
DBL. 2" x 6.5" BEAM
3" x 8" BEAM
DBL. 3" x 8" BEAM
3" x 8" BEAM
(ASTM A653 GRADE 40)
(ALUM. ALLOY 3004-H34 OR EQUAL)
(ALUM. ALLOY 3004-H34 OR EQUAL)
(ALUM. ALLOY 3004-H34 OR EQUAL)
W/ STL. INSERT
3' SO.
—I 1.00' I—
1 2" 2'
r �2
I I-^3.0'�
�(
�3.0"� I-3.0' I
�3°�
T
i_Q
5'
T I
0.048"
6.5'
0.032
6.5"
8.0' — 0.042'
8' 0.042' 8"
I
0.042'
1
� 1
.6.
DETAIL L
(4) #14 SMS
(4) #14 SMS
PER SIDE
PER SIDE
POST F OR STRONGER
.. POST E OR STRONGER
(DETAIL AK)
(DETAIL AJ)
DETAIL 0
May 3, 2011
O
O
6" I-BEAM
7" I-BEAM
6. Ag,
139
(ALUM. ALLOY 6061-T6) .
(ALUM. ALLOY 6061-T6)
s Iot V
3" x 8" BEAM
4" I-BEAM
STEEL INSERT
(ALUM. ALLOY 6061-T6)
4.5'
0.10'
1 55"
Vll
OFCAL%f.
r
(ASTM A653 GRADE 50)
�-2.375--�
0.5'
—0.10 "
0.110
s-"- 7-
(= )`�`
4 00" 0.060°
6.00" LUM. ALLOY 6001-T6
.125"
7 00"
7.875'
0.070° = 14 Gau
--I I— 0.060"
0.060•
�0.80'TYP
.125" 1.00'
�' • ''
�``:.\'�)
—
�
�
` _ ��,.�
0.105'= 12 GaujL__j
`
A F T
0.875'
I— 2.875" --I _
by 1 3 2011
ICC ESR 2676 5/2/2011
Page 23 of 59
ENGINEERS STAMP
0
DBL. STEEL 3" x 8" C BEAM
0.042'X3'X8" AL
DETAI
STEEL CINSERT
DETAIL O
DETAILS AK OR AF
.35".65" .50'.
ul
1.875 O V
035' ,
EIGHT#14 SMS FOR
FOOTINGS UP TO d = 39'
EIGHT 1/4' BOLTS FOR
FOOTINGS UP TO d =42'
TWELVE 1/4' THRU BOLTS FOR
FOOTINGS UP TO d = 48"
1.75'
1.90
6.500"IL .
10.69"
2.50"
1.875" .225'
35'
1_7W
2.46'
3
50"
ROLL FORMED ALUM
FASCIA 3004 H34
ICC ESR 2676 5/2/2011
10" I -BEAM
(ALUM. ALLOY 6061-T6)
I n��•—J I O
10"
1
1.00"
1.25 —
225'
f —r 0.625'
0.75
�I
0.25" J
2'
I-- 3' —�
ROLL FORMED ALUM
FASCIA 3004 H34
Page 24 of 59
0
I
May 3, 2011
- �Q
PFCAL-0
I 0.42"
O
5.34'
--� 0.72" F—
T
0.078 2.26"
1
F-- 3.15"
EXTRUDED ALUM FASCIA
6063 T5
O
DETAILS X, Y, Z AND AA ARE FULL MOMENT SPLICES
7" x 5.5 I -BEAM SPLICE 6061T6
38' 3/8'0 BOLTS
1-1 16" 1. 1" 16' 1 (8 -TOTAL )
10" x 5.5 I -BEAM SPLICE 6061T6
40" 112"0 BOLTS
50" 1• 18• 1' 1" 18" 1 (8 -TOTAL)
1.1401" 75'
9.66•
ZO 4" x 2.375 I -BEAM SPLICE 6061T6
19" 1/4'0 BOLTS
1' 7.5• 1" 1" 7.5" Ili (8 -TOTAL)
I BEAM SPLICES ARE ON
BOTH SIDES OF WEB
ICC ESR 2676 5/2/2011
6" x 4.5 I -BEAM SPLICE 6061T6
32• 3/8"0 BOLTS
0• in 1-1 14" 1. 1` 14• 1 (8 -TOTAL)
N f
80
5.78" .10"
+ + + +
.035"R.F.
ALUM. ALLOY
3004-H36
y-
6 1n' R. F.
�.__b
ROLLFORME
FASCIA SPLICE
DETAILS V AND W 30041-134
f F 2' 1 2 1'" 1
•1 2' 1 2• 1''}
DETAILS AC AND AD ARE SHEAR SPLICES
AND MUST BE CENTERED ON A POST
(@EXTRUDED FASCIA SPLICE 6063T6
FOR DETAIL U
#14 S.M.S.
( 12 TOTAL)
�
_j ) 2'
0
�__ 2.85• ---I
Page 25 of 59
2 1n
21n•_ ,•.z 1/2•.
I 1 11 1 1 1
+ + + 1 + + +
LINE
May 3, 2011
�I
I BEAM SPLICES ARE ON
BOTH SIDES OF WEB
ICC ESR 2676 5/2/2011
6" x 4.5 I -BEAM SPLICE 6061T6
32• 3/8"0 BOLTS
0• in 1-1 14" 1. 1` 14• 1 (8 -TOTAL)
N f
80
5.78" .10"
+ + + +
.035"R.F.
ALUM. ALLOY
3004-H36
y-
6 1n' R. F.
�.__b
ROLLFORME
FASCIA SPLICE
DETAILS V AND W 30041-134
f F 2' 1 2 1'" 1
•1 2' 1 2• 1''}
DETAILS AC AND AD ARE SHEAR SPLICES
AND MUST BE CENTERED ON A POST
(@EXTRUDED FASCIA SPLICE 6063T6
FOR DETAIL U
#14 S.M.S.
( 12 TOTAL)
�
_j ) 2'
0
�__ 2.85• ---I
Page 25 of 59
2 1n
21n•_ ,•.z 1/2•.
I 1 11 1 1 1
+ + + 1 + + +
LINE
May 3, 2011
AE 3" SQ. ALUM POST
ALUM. ALLOY 3004-H34
3.00"SQ.
A 032"
® 3" SQ. ALUM POST WITH
SIDE PLATES
ALUM. ALLOY 3004-H34
032" (�A.SMS
t -Fl -024" IV:::;ffl#10
24"O.C.
A. SIDE
6.5"
3"
I.032"
5/8" PLASTIC
3" SQ. ALUM POST ALUM. ALLOY 3004-1-134
3" SQ. STEEL POST ASTM A653 SS GRADE 40
3.00" SQ.
1
14"R .040" ALUM
TYP. .048"STEEL
28"
ICC ESR 2676 5/2/2011
AF SQ. STEEL POST
ASTM A500 GRADE A
= t.
H=3"SQ.xt=.188"
`v I=3"SQ.xt=.250of "1
O J =4"SQ.xt=.188'1 l
co
K=4"SQ.xt-0.5' „
3" OR 4"
@ ALUM "T" BRACKET
.090" BRACKET FOR 3" POSTS
ALUM. ALLOY 6063-T5
3.00" OR
2.40"
1.375"
OAL 1 1/2". /;2" POST
3004 H34 ALUM
090" TYP.
Page 26 of 59
STEEL "T" BRACKET FOR 3".POSTS
ASTM A653 GRADE 33
5.5"
1.75'
O :off O O
1.5" 1" O 3.0"
4.0' O
318"—/114"
t- 2.18• J
0.70
3/8" 1 0- 0.125"
2.5"
�3"�
May 3, 2011
e" 0 ANCHOR BOLT
MAG POST -3" SQ. ALUM POST
ALUM. ALLOY 6063-T5
VIl �Q
-0FCAUFC��
DETAIL AM IS NOT
USED
(9 EMBEDDED STEEL POST
STEEL POST
DETAILS AF OR AK
x 9" ASTM A615 GRADE 60 REBAR
d" 18' MIN
• a "
�8
3 e d :.e .. . 'e'. d
d
POST ON CONC. SLAB OR FOOTING
FOR SINGLE SPAN ATTACHED STRUCTURES ONLY
® 3' POST
ALUM. FOUR #14 SMS
SCREWS EACH SIDE
STD 3" ALUM OR STEEL BRCKT FOR FOOTINGS UP TO
SEE DETAILS At OR AG d = 26"
r 3.5" MIN
2Yi MIN
EDGE DISTANCE
3/80 GALVANIZED POWERS PE1000+ EPDXY ADHESIVE
ANCHOR (ICC ESR 2583) W/ 2.375" EMBED AND 1"0
WASHER OR EQUIVALENT
ICC ESR 2676 5/2/2011 Page 27 of 59
1 1/2" / 2" POST TO CONIC SLAB CONNECTION FOR
SINGLE SPAN ATTACHED STRUCTURES ONLY
in 90 mph Exposure B Areas
ORNAMENTAL SCROLL STRAP
OR ALT. SOLID FILLER
1 1/2"SQ. OR 2'SQ.
POST 9'
0.060"6063T6
alum "U" bracket
TWELVE #14 SMS
SCREWS EACH
BRACKET—�
3.5' CONCRETE SLAB
3/8'0 GALVANIZED POWERS PE1000+ EPDXY ADHESIVE
ANCHOR (ICC ESR 2583) W/ 2.375" EMBED AND 1' 0
WASHER OR EQUIVALENT
May 3, 2011
#10 SMS
12" O/C FOR DETAIL E
8" OIC FOR DETAIL F
6" OIC FOR DETAILS
GAND H
ROLLFORMED HANGER
ALUM. ALLOY 3004-H34
0.5' MIN
0.5' MIN
Lu w
SEE TABLE 7.5 FOR
FASTENER SCHEDULE—a a F
.039" 2
LL
P. a!w w
05" LL LL
O O p
M of o
M N M
0.5" MIN
DETAIL AU IS NOT
USED
ICC ESR 2676 5/2/2011
0.5" MIN
AS INSULATED ROOFING PANEL
HANGER
ALUM. ALLOY 6063-T5
2.740" -----{-
I
3.200" T=.060'
OR 4.200"
SCREWS TO BE SPECIFIED BY
DESIGN PROFESSIONAL
SEE TABLE 7.5 FOR
FASTENER SCHEDULE
DETAILS U, V AND W
#14 sms
1
CONTROLLOCK
\ ALUMINUM PANEL
SEE TABLE
4.9 FOR
FASTENERS
AT Yx8" BEAM TO POST CONNECTION
USING SIDE PLATES (SEE DETAIL AH)
3"Wx .042" ALUM BEAM
W/ OR W/O STEEL C INSERT
(DETAILS L OR N)
(4) #14 SDS @ EA SI
24" o/c app
FOUR #14 SMS EAC SIDE
DETAIL U MAX FOOTING IS d = 28"
DETAIL V MAX FOOTING IS d = 22"
DETAIL W MAX FOOTING IS d = 25'
SEE TABLE 7.3 FOR MAX WIND SPEED ON SLAB
1' MIN May 3, 2011
,SSION
0.032"X3"X3"
ALUM POST Q GP
OF CAL*
(4)-#14 SDS @ EA. SIDE
SIDEPLATE TO HEADER
MIN 1" O/C SPACING
3"X 3" ALUM. OR
STEEL POST
® 3"x8" BEAM W/ STEEL INSERT TO
POST USING ALUM. T BRACKET
FOUR #14 SMS FOR FOOTINGS UP TO d =25"
EIGHT #14 SMS FOR FOOTINGS UP TO d = 30"
1" I— 0.625 in — — — — — — — —
0 00 0 3 x 8" x.042" HEADER W/ STEEL INSERT
11 1"
2 I -"—FOUR #14 SMS
\STEEL OR ALUM T -BRACKET
(Detail Al or AG)
3" X 3" STEEL POST
O NOTCHED I BEAM TO POST
CONNECTION
SEE TABLE 4.9 OR 4.10 FOR
SCREW REQUIREMENTS ,
FOUR 3/8" BOLTS FOR 7" 1 BEAM
FOUR 1/2' BOLTS FOR 10"I BEAM
7"X5.5° ALUM I BEAM
10"X5.5° ALUM I BEAM
NOTCHIBEAM FLANGE
TO CLEAR SO POST
DETAIL AF/
STEEL SQUARE POST
ICC ESR 2676 5/2/2011
3"x8" BEAM TO POST CONNECTION
USING H BRACKET
042"x3" x 8" Alum Beam (Detail L)
048"x3"x3" Steel Beam (Detail J)
LUM'H' BRACKET
ETAIL BA
(4)-#14 SMS @ EA. SIDE
TOP & BOT, 16 TOTAL
032"X3" X 3" ALUM. POST MAX
DOTING SIZE IS d=26"
R
048"X3"X3" STEEL POST MAX
DOTING SIZE IS d=29"
SEE TABLE 7.3 FOR MAXIMUM
WIND RATING ON SLAB
6063T6 ALUM "H" BRACKET
Page 29 of 59
I BEAM TO POST CONNECTION
SEE TABLE 4.9 OR 4.10 FOR
c SCREW REQUIREMENTS
ROOF PANEL
4"X3" ALUM I BEAM
6"X4" ALUM I BEAM
7'x5.5" ALUM I BEAM
1.5" MIN
STEEL POST, DETAIL
May 3, 2011
BOLT LAY OUT
Four 1/4"0 BOLTS TOP VIEW
W/ 1" WASHERS
L -11 -min
1-0O
IBEAM
o
0
]41-mIn
Eight #14 SMS
max footing size is d= 38"
STEEL BRACKET
DETAIL AG
PANEL TO EXISTING EAVE
C CONNECTION
2X DF WOOD
SEE GENERAL NOTE #8
0.019" ALUM OR 0.035'
VINYL COVER
#14X2' SCREW
SEE TABLE 7.5
FOR SPACING
AR 20 GAUGE
ASTM A653
HANGER GRADE 33
ANGLE W/ 4
#8 SCREWS
r
EXIST. EAVE
PROJECTIONOVERHANG
SEE PANEL
LEDGER TO STRUCTURE
CONNECTION
EXISTING
SHEATHING
EXISTING DF WOOD SEAL TOP COMPLETELY
FRAMED WALL CONTINUOUS 2"x6" DOUGLAS FIR
LEDGER OR PROVIDE SIMPSON
STRONG TIE MSTA36 (ICC ESR 2105)
AT SPLICE LOCATION
COVER W/ 0.019' ALUMINUM
1/4" LAG SCREW
to 't
c'i SEE TABLE 7.7 FOR MAX
RAFTER SPANS
SEE GENERAL NOTE #8
EXISTING 1' STUCCO
u OR EQUAL
2.25" EMBED INTO WOOD FRAMING
WITH MIN SG = 0.5
ICC ESR 2676 5/2/2011
ROOF COVERING IS A MAXIMUM OF 3 PSF
HEAVIER ROOF COVERING SHALL REQUIRE
ADDITIONAL ENGINEERING ANALYSIS
20 GA ASTM A653 GRADE 33 STEEL BRACKET
FOUR #8 WOOD SCREWS INTO RAFTER AND
2X FASCIA
ONE PER RAFTER
FACE OF EXIST.
WOOD STUD OR
BEARING WALL
DF#2 OR BETTER
Live/Snow Load
RAFTER
IMAX DISTANCE TO FIRST ROW OF POSTS •'L"
Solid Coeer Wind
Sig
EAVE OVERHANG
i EAVE OVERHANG
(24" OIC)
6" 12" 18" 24" i 30"
10 psi
2x4
22'-0'_
20'-7"
11'-9"
6'-9"
3'-3'•
_
_
3'-3"
.....................................................................
2x6
22'-0'
-
.......... ....... .
22'-U
zx8
Zr-0'
2T-0•
22'-0'
2r-0'
zz•-o'
10 psf
10 psi
22'-0'_
20'-i
11'-9"
6'•9"
T-3"
_
90 MPH Exp C
_2x4
2x6
12-0'
'
2i'Y-
_
22'-0'-
22'-0'
16'-8"
_
Lattice=110 Exp C
_
22'-0" --
- 22'-0-
—22'-0—'
22'-0'
—22'-0-'-
20 psf
2x4.
16-3'
10'-3"
51-10"
3'-0"
V-7"
105 MPH Exp B
2x6
2x6
—16'-:f-
16'-3'
16'-3"
11'-9"
8'-0"
2x8
16-3'
18'-3'
16'-3'
16-3'
16'-3' -
25 psi_
25 psf
151-8"
9'-10"
5'•i
-l"
S-1"
105 MPH Exp C
_2x4_
2x6
15' 8"
15'4-
15•-8"
_T
11'-3"
T-11"-
_. -
2x8'
�15'-0"
15-8"
15-8" -
15' 8"
15 8"
30 psf
2x4
13'-0"_J.
8'-0"
ICA'
2'-3"
0'-0" -
-6'
_ _
110 MPH Exp C
2x6
13'-0_"_
13' 0"
X13-0"
9'-0'
1"
- --- -- -
2x8
13'-0"
13' 0"
13'-0"
13'-0"
_
12'-9"
Live/Snow Load
RAFTER
IMAX DISTANCE TO FIRST ROW OF POSTS "L"
Lattice Co%ers
SIZE
i EAVE OVERHANG
(24" O/C)
6"
� 12" 1B"�
24" ; 30"
10 psf
2x4
22'-0'
20'-7"
11'-9"
6'-9"
3'-3"
.....................................................................
2x6
22'-0'
_.—...... .
27-T
.......... ....... .
22'-U
.....................
2T-0'
2T-0'
..... -....._.......
22'-0'
Lattice=105 Exp C
2x8
22'-0'
2Z-7
22'-U
10 psi
2x4
22-0'
20'-7"
11'-9"
6'-9"
3'-3"
zx6
22'-0'
2Z-3'
27-0'
22'-0'
16-8"
Lattice=110 Exp C
2x8
22'-0'
22-D'
274
22'-0'
22'-0'
20 PSI
2x4
16'-3°
10'-3"
5'-10"
3'-1"
V-7"
2x6
16'-3"
16'3"
16'-3"
11'-9"
8'-0"
_ _
Lattic_e=130 Exp_ C
2x8_
16'-3"
16'3"
_
16'-3'
16'-3°
16-3"
25 psf
2x4
151-8"
9-1D"
5'-7"
S-1"
l'-5"
2x6
15'•8"
15.8'
15'•8'
11'•3"
7'•11'
- - --- ---- -
2x8
15'-8"
152: -
—15,$.-
- 15:$"-
- 15.$
30 psi
2x4
13'-T
8'-0"
4'-4"
2'-3"
0'-0"
-- -_ _
-
2x6
13'-0'
13'-0'
13'-0--
9 0" -
- 6'-1°
2x8
13'-0"
Page 30 of 59
May 3, 2011
o��gS10N
Q� cPR� 1 `
V I L �P
OFCALIFO��
SOLID COVERS 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES
517r," Y6" Flat Panel (Multisnnnl nptail r- 3"Y17" W Panel (Multisnanl netail F 7 6" Y 7d" Tri \/eP PanPl Wi°Itisnnnl Detail F 3"x6" Flat Panel (Multisoan) Detail H
Ground
Panel
Wind Speed and Exposure
Ground
Panel
Wind Speed and Exposure
Ground
Panel
Wind Speed and Exposure
Ground
Panel
Wind Speed and Exposure
Snow Load
Gauge
Exposure B Exposure C
Snow Load
Gauge
Exposure B Exposure C
Snow Load
Gauge
Exposure B Exposure C
Snow Load
Gauge
Exposure B Exposure C
ps
(in)
85 1 90 85 90
(psl)
(in)
85 90 85 90
(ps
(in)
85 90 85 90
(psl)
(in)
85 90 85 90
10
0.018
9'4"
8'-8"
7'-9"
7'-3"
10
0.021
9'-7"
9'.d"
8'-0"
7'-5"
10
0.018
8'-0"
8'-0"
U-10"
6'-4"
10
0.018
10'-10"
10'-2"
9'-0"
8'-6"
LIVE
0.024
12'-0"
11'-6"
10'-2"
9'-7"
LIVE
0.024
11'-0"
10'-11"
9'-7"
V-11"
LIVE
0.024
10'-9"
10'-9"
9'-8"
9'-0"
LIVE
0.024
14'-2"
13'-7"
12'-1"
11'-4"
7'-6"
0.032
15'-6"
15-1"
13'-5"
12'-7"
10'_7"
0.032
14'-1"
14'-1"
12'-6"
11'-9"
12'_7"
0.032
13'-11"
13'-11"
12'-6'
11'-9"
13'4"
0.032
18'-5"
18'-2"
16'-1"
15'-1"
7'-6"7'-1"
0.038
184"
17'_9"
15_9"
14'-10"
9'-5"
0.038
16'_1"
16'_1"
14,_3"
13'_5,
11' 2"
0.038
15'_9"
15'_1"
14'_1"
13'_6'
12,_3"
0.038
21,_6,
21'-6'
19'_1"
17'_11"
20
0.018
V-7"
6-7"
6'-7"
6'-7"
20
0.021
6-2"
6'-2"
6-2"
6'-2"
20
0.018
6-0"
5'-0"
5'-0"
5'-0"
20
0.018
7'-8"
7'-8"
7'-8"
7'-8"
LIVE
0,024
8'-8"
8'-8"
8'-8"
8'-8"
LIVE
0.024
7'-2"
7'-2"
7'-2"
7'-2"
LIVE
0.024
7'-1"
7'-1"
7'-1"
T-1"
LIVE
0.024
10'-2"
10'4"
10'-2"
10'-2"
8'-2"
0.032
11'_2„
11,_2„
11'_2,•
11,_2"
12'-4"
0.032
9-7"
9'-7"
9'-7"
9'-7"
V-10"
0.032
9'-6"
9'-6"
9'-6"
9'-6"
14'-10"
0.032
13'-4"
13,-4"
13'4"
13.4"
10'-11"
0.038
13,_0"
13,_0"
13,4"
13,4"
16'-6"
0.038
11'_2"
11'_2"
11'_2"
1 11'4"
3'-11"
0.038
11'_2"
11,_2"
11'_2"
11'_2"
8'-11"
0.038
15'_8"
15,_8"
15,_8"
15'_8"
25
0.018
V-3"
V-3"
5'-11"
-8
5'"
25
0.021
5'-8"
5'-8"
5'-3"
4'-1"
25
0.018
4'-2"
3'-11"
3'-5"
3'-3"
25
0.018
7'-2"
7'-2"
6'-10"
6' 6"
9'-8"
0.024
8'-2"
8'-2"
7'-9"
7'-5"
14'_8"
0.024
6'-8"
6'-8"
6-2"
5'-10"
2'-9"
0.024
6'-6"
6-6"
6'-1"
5'-9"
7'4"
0.024
9'-7"
9'-7"
9'-1"
8'-8"
5'-11"
0.032
10'-7"
10'-7"
10'-1"
9'-7"
9'-0"
0.032
9'-0"
V-0"
8'-5"
7'-11"
7'-1"
0.032
V-11"
V-11"
8'4"
7'-10"
10'_10"
0.032
12'-7"
12'-7"
12'-0"
11'-5"
7'-11"
0.038
12'4"
12'-4"
11'-8"
11'-2"
0.038
10'-5"
10'-5"
9'-10"
9'4"
1 0.038
10'-6"
10'-6"
V-11"
9'-4"
0.038
14'-9"
14'-9"
14'-1"
13'-5"
30
0.018
6-8"
5'-8"
5'-8"
5-8"
30
0.021
4'-11"
4'-7"
4'-4"
T-11"
30
0.018
V-11"
T-8"
T-5"
T-0"
30
0.018
6'-0"
6'-6"
6'-6"
6'-6"
0.024
7'-5"
7'-5"
7'-5"
7'-5"
0.024
5'-10"
5'-10"
5'-10"
5'-10"
0.024
5'-9"
5'-9"
5'-9"
5'-9"
0.024
8'-8"
8'-8"
8'-8"
8'-8"
0.032
9'-7"
9'-7"
9'-7"
9'-7"
0.032
7'-11"
7'-11"
7'-11"
7'-11"
0.032
7'-10"
7'-10"
7'-10"
7'-10"
0.032
11'-5"
11'-5"
11'-5"
11'-5"
0.038
11'_2"
11'4"
11'_2"
11'_2"
0.038
9' 4"
9'4"
9'4"
9,4"
0.038
9'4"
9'4"
9'4"
9'4"
0.038
13'_5'
13'_5"
13'_5,
13'_5"
40
0.018
5'-0"
6-0"
4'-10"
4'-8"
40
0.021
4'-1"
4'-1"
T-11"
T-8"
40
0.018
T-3"
T-3"
T-0"
2'-11"
40
0.018
5'-8"
6-8"
6-8"
5'-8"
0.024
6'-7"
6-7"
6-7"
V-7"
0.024
4'-11"
4'-11"
4'4"
4'-5"
0.024
4'-10"
4'-10"
4'-7"
4'-5"
0.024
7'-8"
7'-8"
7'-8"
Ill.-irliv-11"
7'-8"
0.032
8'-6"
8'-6"
8'-0"
8'-6"
0.032
6'-10"
6'-10"
V-10"
V-10"
0.032
6-9"
6'-9"
V-9"
6-9"
0.032
10'-2"
10'-2"
10'-2"
10'-2"
0.038
9'-11"
9'-11"
9'-11"
9'-11"'
0.038
8'-1"
8'-1"
1 8'-1"
1 V-1"
0.038
8'-2"
8'-2"
8'-2"
8'-2"
0.038
11'-11"
11'-11"
60
0,018
4'-0"
4'4"
4'-0"
4'-0"
60
0.021
2'-11"
2'-11"
2'-11"
2'-11"
60
0.018
2'-3"
2'-3"
2'-2"
2'-2"
60
0.018
4'-7"
4'-7"
4'-7"
4'-7"
0.024
5'�"
5' 4"
5'�"
5'-4"
0.024
3'-7"
3'-7"
3'-7"
3'-7"
0.024
3'-7"
3'-7"
3'-7"
3'-7"
0.024
6'-3"
6'-3"
6'-3"
6'-3"
0.032
7'-0"
7'-0"
7'-0"
7'-0"
0.032
6-3"
5'-3"
5'-3"
5'-3"
0.032
5'-2"
5'-2"
5'-2"
6-2"
0.032
8'-4"
8'4"
8'4"
8'4"
0.038 1
8'-2"
1 8'-2"
8'-2"
8'-2"
0.038
6'4"
6'4"
6'4"
6'4"
0.038
6'-4"
6'4"
6' 4"
6' 4"
0.038
V-9"
1 9'-9"
9'-9"
9'-9"
TABLE 4.1
2.25" x6" Flat Panel (Single Span) Detail G
Ground
Panel
Wind Speed and Exposure
Snow Load
Gauge
Exposure B Exposure C
(ps
(in)
85 90 85 90
10
0.018
7'-6"
7'-1"
6'4"
5'-11"
LIVE
0.024
12'-3"
11'-6"
8'-3"
7'-9"
10
0.032
16'_1"
15_1"
13'_5"
12'_7"
10
0.038
16_8"
17'_9"
15_9"
14'_10„
20
0.018
7'-6"
7'-1"
6'4"
5'-11"
LIVE
0.024
12'-3"
11'-0"
8'-3"
7'-9"
MAX
0.032
14'-3"
14'-3"
13'-5"
12'-7"
MAX
0.038
15'-1"
15'-1"
15'-1"
14'-10"
25
0.018
7'-6"
7'-1"
64"
5'-11"
MAX
0.024
11'_8"
11'-6'
8'-3"
7'-9"
20
0.032
13'_8"
13'_9"
13'_2"
12'_7"
20
0.038
14'-6"
14'-6"
14'-1"
13'-8"
30
0.018
7'-6"
7'-1"
64"
5'-11"
LIVE
0.024
10'_7"
10,_7"
8'-3"
7'-9"
MAX
0.032
12'_7"
12'_7"
12,_7"
12'_7"
MAX
0.038
13'4"
13'4"
13'-8"
13'-8"
40
0.018
7'-6"7'-1"
4'-8"
6'4"
6-11"
MAX
0.024
9'-5"
9'-5"
8'-3"
7'-9"
25
0.032
11' 2"
11'_2"
11'4"
11'4"
25
0.038
12,_3"
12'-3"
12,_3"
12'_3"
60
0.018
6'-3"
6'-3"
6'-3"
6-11"
MAX
0.024
7'-9"
7'-9"
1
7'-g"
7'-9"
MAXMAX
0.032
9'-2"
9'-2"
9'-2"
9'-2"
0.038✓ L 14'-0" (10 10'-0"
BLE 4.5BLE 4.5
I ABLE: 4.2
3"x12" W Panel (Single Span) Detail E
Ground
Panel
Wind Speed and Exposure
Snow Load
Gauge
Exposure B Exposure C
(pso
(in)
85 1 90 1 85 90
10
0.021
11'-3"
10'-7"
7'-8"
7'-3"
LIVE
0.024
12'-5"
11'-8"
10'-5"
8'-0"
10
0.032
15,4"
14,_5'
12,_10"
12'_1"
10
0.038
17'-3"
16'-3"
14'-5"
13'-7"
20
0.021
8'-7"
8'-7"
7'4"
7'-3"
LIVE
0.024
9'-9"
V-9"
9'-9"
8--o"
MAX
0.032
12,_5,
12,_5'
12,_5'
12,_1"
MAX
0.038
13--10",13'-10"
18'-2"
13'-10"
13'-7"
25
0.021
7'-0"
6'-5"
5'-5"
4'-2"
MAX
0.024
8'-9"
8'4"
7'-8"
7'-5"
20
0.032
11,_8"
11'_8"
11,_1"
10'_7"
20
0.038
13'-1"
13'-1"
12'-5"
11'-10"
30
0.021
6'-5"
6-10"
5'-5"
T-11"
LIVE
0.024
8'-4"
8'-0"
7'-8"
T-0"
MAX
0.032
10'_7,
10'-7"
10,_7"
10'_7"
MAX
0.038
11'-10"
11'-10"
11'-10"
11'-10"
40
0.021
4'-8"
4'-8"
T-11"
T-8"
MAX
0.024
7'-5"
7'-5"
7'-0"
V-7'
25
0.032
9'-5"
9'-5"
9'-1"
8'-10"
25
0.038
10'-7"
10'-7"
10'-7"
10'-7"
60
0.021
T-4"
3'-4"
T-2"
T-2"
MAX
0.024
5'-0"
5'-0"
5'-0"
4'-9"
MAXMAX
0.032
7'-8"
7'-8"
7'4"
7'-8"
MAX
0.038
8'-8"
8'-8"
8'-8"
8'-8"
I AbLt 4.3 I AbLt 4.4
NOTE: PANELS MAY OVERHANG 25% OF THEIR CLEARSPAN
2.5" x 24" Tri Vee Panel Single Span) Detail F 3"x6" Flat Panel Single
Span Detail H
Ground
Panel
Wind Speed and Exposure
Ground
Panel
Wind Speed and Exposure
Snow Load
Gauge
Exposure B Exposure C
Snow Load
Gauge
Exposure B lExposure C
so
(in)
85 1 90 85 90
(psl)
(in)
85 90 85 90
10
0.018
7'-11"
7'-6"
64"
6-8"
10
0.018
11'-0"
8'-4"
7'-5"
7'-0"
LIVE
0.024
12'-1"
11'-4"
8'-3"
7'-9"
LIVE
0.024
14'-6"
13'-8"
12'-1"
11'-5"
MAX
0.032
14'-10"
14'-2"
12'-8"
11'-11"
MAX
0.032
19'-4"
18'-2"
16-1"
15'-2"
MAX
0.038
15,_9"
15'_1"
14'_1"
13'_6'
MAX
0.038
23'_0"
21'_7"
19'_1"
17'_11"
20
0.018
7'-2"
7'-2"
64"
6-8"
20
0.018
11'-0"
8'-4"
7'-5"
7'-0"
LIVE
0.024
9'-7"
9'-7"
8'-3"
7'-9"
LIVE
0.024
14'-5"
13'-8"
12'-1"
11'-5"
MAX
0.032
11,_5'
11'_5'
11'_5'
11'_5'
MAX
0.032
17'-4"
17'-4"
16_1"
15'_2"
MAX
0.038
12'_8"
12'_8"
12,_8"
12'_8"
MAX
0.038
18'_9'.
18'_9"
18'_9.,
17'_11"
25
0.018
6-10"
6-3"
T-8"
T-5"
25
0.018
11'-0"
8'4"
7'-5"
7'-0"
MAX
0.024
8'-7"
8'-2"
7'-6"
7'-3"
MAX
0.024
13'-7"
13'-7"
12'-1"
11'-5"
MAXMAX
0.032
10'-10"
10'-10"
9'4"
8'-9"
MAX
0.032
16'-4"
16'-4"
15'-7"
14'-10"
MAX
0.038
12'_0"
12'_0"
11'_5'
10'-11"
MAX
0.038
18'_1,.
18,_1"
17'_3.,
16.6,
30
0.018
5'-3"
4'-2"
T-5"
T-3"
30
0.018
10'-1"
8'-4"
7'-5"
7'-0"
MAX
0.024
8'-2"
7'-10"
7'-6"
7'-0"
MAX
0.024
12'-4"
12'-4"
12'-1"
11'-5"
MAX
0.032
V-10"
V-5"
9'4"
8'-5"
MAX
0.032
14'-10"
14'-10"
14'-10"
14'-10"
MAX
0.038
10'-11"
10'-11'
10'-11"
10'-11"
0.038
16'-6"
16'-6"
16'-6"
16'-6"
40
0.018
3'-11"
T-11"
T-3"
T-1"
40
0.018
8'-11"
8'-4"
7'-5"
7'4"
0.024
7'-3"
7'-3"
7'-0"
V-10"
0.024
11'-0"
11'-0"
11'-0"
11'-0"
0.032
8'-9"
8'-9"
8'-5"
8'-2"
0.032
13'-3"
13'-3"
13'-3"
13'-3"
0.038
9'-8"
9'-8"
9'4"
9'-1"
0.038
14'_8"
14'_8„
14,_8"
14'_8"
60
0.018
2'-9"
2'-9"
2'-8"
2'-8"
60
0.018 7'-4"
7'4"
7'-4"
7'-0"
0.024
5'-11"
5'-11"
VA 1"
5'-11"
0.024 V-0"
9'-0"
9'-0"
9'-0"
0.032
7'-1"
7'-1"
7'-1"
7'-1"
0.032 10_10••
10'_10"
10'_10"
10'_10"
0.038
7'-11"
7'- 1"
7'-11"
7'-11"
0.038 12' 1"
12'-1"
12'-1"
12'-1"
'TAKE
4.7
TABLE
4.8
MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#10 SCREWS
FOR PANFI /HFADFR COMRINATIONC T.W. e o
'MAX' means the maximum possible tributary width
MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#14 SCREWS
FOR PANEUHEADER COMBINATIONS Table 4.10
Panel # of #14 screws PER FOOT to attach panel to header
Headers Gauge 1 I 2'
1 1 2 3 1 I 2 I 3 I 4
(in) 90 mph Exp B 90 mph Exp C 110 mph Exp C
Dble 2x6.625 0.018 4' MAX 3' 5' MAX 2' 4' MAX MAX
RF Fascia 0.018 4' MAX 3' MAX MAX 2' MAX MAX MAX
3x8 0.018 4' MAX 3' 5' MAX 2' 4' MAX MAX
All Others 0.018 4' MAX 3' 5' MAX 2' 4' MAX MAX
Dble 2x6.625
Panel
# of #10 screws PER
FOOT to attach panel to header
Headers
Gauge
1 I 2 I 3 2
I 3 4 2 I 3 I 4 I 5
2'
(in)
90 mph Exp B 90 mph
Exp C 110 mph Exp C
Dble 2x6.625
0.018
3'
6'
MAX
4'MAX
MAX
MAX
3'
4'
MAX
MAX
RF Fascia
0.018
3'
MAX
MAX
MAX
MAX
MAX
3'
MAX
MAX
MAX
3x8
0.018
3'
6'
MAX
4'
MAX
MAX
3'
4'
MAX
MAX
All Others
0.018
3'
6'
MAX
4'
MAX
MAX
3'
4'
MAX
MAX
Dble 2x6.625
0.024
4'
8'
MAX
6'
MAX
MAX
4'
6'
MAX
MAX
RF Fascia
0.024
4'
MAX
MAX
MAX
MAX
MAX
4'
MAX
MAX
MAX
3x8
0.024
4'
8'
MAX
6'
MAX
MAX
4'
6'
MAX
MAX
All Others
0.024
4'
8'
MAX
6'
MAX
MAX
4'
6'
MAX
MAX
Dble 2x6.625
0.032
5'10'
MAX
MAX
7'
11'
MAX
5'
7'
MAX
MAX
RF Fascia
0.032
5'
MAX
MAX
8'
MAX
MAX
5'
MAX
MAX
MAX
3x8
0.032
5'
11'
MAX
8'
12'
MAX
5'
8'
MAXMAX
MAX
All Others
0.032
5'
11'
MAX
8'
12'
MAX
5'
8'
MAX
MAX
Dble 2x6.625
0.038
5'
10'
MAX
7'
11'
MAX
5'
7'
10'
MAX
RF Fascia
0.038
6'
MAX
MAX
8'
MAX
MAX
5'
MAX
MAX
MAX
3x8
0.038
6'
13'
MAX
9'
MAX
MAX
6'
9'
MAX
MAX
All Others
0.038
6'
13'
MAX
9'
MAX
MAX
6'
9'
MAX
MAX
'MAX' means the maximum possible tributary width
MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#14 SCREWS
FOR PANEUHEADER COMBINATIONS Table 4.10
Panel # of #14 screws PER FOOT to attach panel to header
Headers Gauge 1 I 2'
1 1 2 3 1 I 2 I 3 I 4
(in) 90 mph Exp B 90 mph Exp C 110 mph Exp C
Dble 2x6.625 0.018 4' MAX 3' 5' MAX 2' 4' MAX MAX
RF Fascia 0.018 4' MAX 3' MAX MAX 2' MAX MAX MAX
3x8 0.018 4' MAX 3' 5' MAX 2' 4' MAX MAX
All Others 0.018 4' MAX 3' 5' MAX 2' 4' MAX MAX
Dble 2x6.625
0.024
5'
10'
4'
7'
MAX
2'
5'
MAX
MAX
RF Fascia
0.024
5'
MAX
4'
MAX
MAX
2'
MAX
MAX
MAX
3x8
0.024
5'
10'
4'
7'
MAX
2'
5'
MAX
MAX
All Others
0.024
5'
10'
4'
7'
MAX
2'
5'
MAX
MAX
Dble 2x6.625
0.032
7'
MAX
5'
10'
MAX
3'
6'
MAX
MAX
RF Fascia
0.032
7'
MAX
5'
MAX
MAX
3'
MAX
MAX
MAX
3x8
0.032
7'
MAX
5'
10'
MAX
3'
6'
MAX
MAX
All Others
0.032
7'
MAX
1 5'
10'
MAX
3'
6'
1 MAX
MAX
Dble 2x6.625
0.038
7'
MAX
5'
10'
MAX
3'
6'
10'MAX
RF Fascia
0.038
7'
MAX
5'
MAX
MAX
4'
7'
MAX
MAX
3x8
0.038
8'
MAX
6'
12'
MAX
4'
8'
MAX
MAX
All Others
0.038
8'
MAX
6'
12'
MA
4'
8'
MAX
MAX
May 3, 2011
_SSION
1pf
`n c• . ty °�
SOF
i
fY'vf i
VIL
iM:;
FOFCALIFO��
- - I-- c n otter con rlNr_e one .- a n 1-11.Dr IAI rnwi=oC 1N On ru1pN wimn ARLAe
10
0.042"xTW" Box Beam Detail L
Double 0.042'X3"x8" Beam Detail M
Double 0.032"x2'76.5" Beam Detail K
TABLE 5.1
Attached Single Freestanding or
Attached Single Freestandi09 or
Attached single Freestanding or
2fi
Span structure Mullispan Units
Span Structure Mulfispan Units
sp�nsirucure Mullis an Units
GROUND TRIB POST POST
MAX MAX POST LENGTH
MAX MAX POST LENGTH
M AX MAX POST LENGTH
SNOW WIDTH SPACING REDID
POST MIN FOOTER 8' I 10' I 12'
POST MIN FOOTER S' I 10' I 12'
POST MIN FOOTER 8' I 10' I 17
LOAD (FT) ON SLAB FOR
SPACING POST SIZE CONSTRAINED FOOTER
SPACING POST SIZE CONSTRAINED FOOTER
SPACING POST SIZE CONSTRAINED FOOTS
(PSF) (FT) SLAB
(FT) TYPE 'd' 'T "d' I "d"
(FT) TYPE 'C "d'"d" 'd'
(FT) TYPE 'd' "d' "d' 'd'
20
(in) lin) (in) (in)
lin) (int (in) (m)
(int (in) f) (in)
10
3
22'5"
8
17-1"
A
20
25
2fi
28
18'-5'
B
23
27
29
30
12'.5'
A
20
24
26
27
LIVE
3.5
1P1S"
8
10'-11'
A
20
24
26
27
1T-0"
B
23
27
28
30
11'-5'
A
20
24
25
26
LOAD
4
17'-0"
B
10'-0-
A
20
24
25
27
15'-10-
B
24
25
28
29
10'-0-
A
21
23
25
26
ONLY
4.5
15'-1"
B
9'-3"
A
20
23
25
26
14'-10"
B
24
26
28
29
9'-70'
A
21
23
24
26
5
13'-7'
B
8'-T
A
21
23
24
26
13'-11"
B
24
26
27
29
9'-Y
A
21
23
24
25
5.5
12'4"
B
8'-0'
A
21
23
24
25
131-3'
B
25
25
27
28
8'6'
B
21
22
24
25
6
11'-4"
B
T6'
A
21
22
24
25
12'-7"
B
25
25
27
28
S' -Y
B
22
22
23
25
6.5
1015"
B
7'-1'
A
21
22
23
25
17-0'
B
25
25
26
28
T-8'
B
22
22
23
24
7
9'S"
B
61S"
A
21
Z2
23
24
11'6'
8
26
26
26
27
71.5"
B
22
22
23
24
7.5
9'-1"
B
6'4'
8
21
22
23
24
11'-0'
B
26
26
25
27
T-1"
B
22
22
23
24
68'6"
816"
B
6'-0'
B
22
22
23
24
10'-7'
B
26
26
26
27
6'1"
B
22
22
23
24
8.5
8'-0"
B
51S"
B
22
22
23
24
10'-2'
C
26
26
26
27
6'6"
B
23
23
23
24
9
T6"
B
516"
B
22
22
22
24
9'-10'
C
26
26
26
26
6'-3'
B
23
23
23
23
9.5
T-2"
8
5'-3'
B
22
22
22
23
9161
C
27
27
27
27
61-0'
B
23
23
23
23
90 MPH EXPOSURE 8
10
6'S"
B
T-0'
B
22
22
22
23
9'-Y
D
27
27
27
27
51-9"
B
23
23
23
23
5'-1"
11
6'-2"
B
4'6'
B
22
22
22
23
81S"
D
27
27
27
27
5'4"
B
23
23
23
23
4'6"
12
SS"
B
4'4'
B
22
22
22
23
8'-7
D
27
27
27
27
5'-0'
B
23
23
23
23
4'-0"
17
F-7-
8
4'-0"
B
22
22
22
22
i'-9'
D
27
2)
27
27
4'S'
B
23
23
23
23
10
3
221-8'
B
10'6-
A
21
26
28
29
15'-7"
B
24
29
30
32
104"
A
21
25
27
28
LIVE
3.5
191.5"
B
9'-7'
A
21
2e,
27
29
14'-3"
B
24
28
30
31
91S"
A
21
25
26
28
LOAD
4
17'1"
B
e'-9'
A
22
25
27
28
13'-3'
B
25
28
29
31
8'4"
A
22
24
26
27
ONLY
4.5
15'-1"
B
8'-1"
B
22
25
26
28
174'
B
25
27
29
30
8'4'
A
22
24
25
27
5
13'-T'
B
7'-7'
B
22
24
26
27
11'-7"
B
25
27
28
30
7'6'
B
22
24
25
26
5.5
174"
B
T-1'
B
23
24
26
27
11'-0"
B
26
26
28
30
7'-0"
B
22
23
25
26
6
11'4"
B
61-8'
B
23
24
25
27
175"
B
26
26
28
29
e' -T
B
23
23
24
26
6.5
10'5"
B
6'J'
B
23
23
25
26
9'-11'
B
27
27
27
29
61J'
B
23
23
24
26
7
9'S"
B
5-11'
B
23
23
25
26
9'-5"
B27
23
27
27
29
5'-11"
B
23
23
24
25
7.5
T-1"
B
5'-T
B
23
23
24
26
91 -0'
C
27
27
27
28
51S'
8
23
23
24
25
8
816"
8
5'4"
B
23
23
24
26
81S"
C
27
27
27
28
5'4"
B
23
23
24
25
8.5
&-(r
B
5'-1'
B
23
23
24
25
814"
D
27
27
27
28
5'-Y
B
23
23
23
25
9
T6"
B
4'-1('
B
23
23
24
25
8'-0"
D
28
28
28
28
4'-11'
B
24
24
24
24
9.5
T-7'
B
4'6'
B
24
24
24
25
T-8"
D
28
28
28
28
4'S"
B
24
24
24
24
90 MPH EXPOSURE 8
10
6'-9"
B
4'S'
8
24
24
24
25
7'S'
D
28
28
28
26
4'6"
B
24
24
24
24
5'-1"
11
6'-2"
B
4'-1'
8
24
2424
20
24
6'-11"
D
28
28
28
2B
4'-Y
B
24
21
24
24
4'6"
12
5'S"
B
T-10'
B
24
24
24
24
6'6'
D
28
28
28
28
34 V
8
24
24
24
24
4'-0"
13
5'-7'
8
T-7-
B
24
24
24
24
6'-Z'
1 D
1 29
1 29
1 29
1 29
1 3'41"
1 B
1 24
1 24
1 24
1 .24
20
3
11'-10"
B
T-9'
A
17
22
24
25
14'4-
8
21
26
27
29
9'-5-
8
18
23
24
25
LIVE
3.5
10'-2"
8
6'-11"
A
17
22
23
25
13'-1"
C
21
25
27
28
8'-7'
B
18
22
24
25
LOAD
4
8'-11"
B
611"
B
17
21
23
24
17-2"
D
22
25
26
28
T -it"
B
19
22
23
25
ONLY
4.5
T-11"
B
51S'
B
17
21
22
24
11'4'
D
22
24
26
27
7'4'
B
19
21
23
24
5
T•1"
8
51-3"
B
18
21
22
23
101-8"
0
22
24
26
27
6'-10"
B
19
21
23
24
5.5
6'-S"
8
4'-10"
B
18
20
22
23
17-0'
D
23
24
25
27
6'4"
B
19
21
22
24
6
S'-11"
8
4'6'
B
18
20
22
23
916'
D
23
23
25
26
81-0"
B
20
21
22
23
6.5
5'-5"
B
4'-2"
8
18
20
21
22
9'-0'
D
23
23
25
26
51S-
B
20
20
22
23
7
5'-1"
B
T-11"
B
18
20
21
22
8'-T
D
23
23
24
26
514-
B
20
20
22
23
7.5
4'-8"
B
3'6'
8
1B
19
21
22
8'-3"
D
23
23
24
26
5'-1"
B
20
20
21
23
8
4'.5"
B
3'6"
B
1B
19
21
22
71•11"
D
24
24
24
25
4'-10'
8
20
20
21
22
8.5
4'-Y
B
3'4"
B
18
19
20
22
7'-7"
D
24
24
24
25
4'-7-
B
20
20
21
22
9
T-11"
B
T-2'
B
18
19
20
21
T-3"
D
24
24
24
25
4'-5'
B
20
20
21
22
9.5
3'S"
B
T-0'
B
18
19
20
21
T -O"
D
24
24
24
25
4'-0"
8
20
20
21
22
90 MPH EXPOSURE 8
10
3'6"
B
7-10"
B
18
19
20
216'-9"
D
24
24
24
25
4'-1"
B
20
20
21
22
5'-1"
11
3'-7'
B
2'-7"
B
18
18
20
21
64"
D
24
24
24
24
3'-9'
B
20
20
20
22
4'6"
12
7-11"
B
2'.5'
B
18
18
19
21
5'-11'
D
25
25
25
25
3'6"
B
21
21
21
21
4'-0"
17
Y6"
B
Y-7"
B
18
18
19
20
5'-T
0
25
25
25
26
3'-3'
B
21
21
21
21
0.042"x3'718" Box Beam Detail L
Double 0.042')8'x8" Beam Detail M
Double 0.032'X2 .5" Beam Detail K
TABLE 5.1 Attached Single Freestanding or
Attached Single Freestanding or
Attached smgle Freestanding or
Span structure Multis an Units
span Structure Multispan Units
Span Structure Multis an Units
GROUND TRIG POST POST MAX MAX POST LENGTH
MAX MAX POST LENGTH
MAX MAX POST LENGTH
SNOW WIDTH SPACING REO'D POST MIN FOOTS 8' I 10' I 12'
POST MIN FOOTER 8' I 10' I 1Y
POST MIN FOOTS 8' I 10' I 17
LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER
SPACING POST SIZE CONSTRAINED FOOTEF
SPACING POST SIZE CONSTRAINED FOOTS
(PSF) (FT) SLAB (FT) TYPE -d- 'd" I "d" I "d'
I
(FT) TYPE -d- "d' 'd' 'd'
(FT) TYPE -d- "d' 'd' 'd"
(in) (inl (in) (in)
(i1) (in) (in) (in)
(in) (in) I (In) I (in)
30
3
9'6"
B
6'S"
A
16
22
23
24
17.51
C
20
25
26
28
8'-1'
B
17
22
23
25
40
3.5
8'-2'
B
5'S'
B
16
21
22
24
114"
D
20
24
26
27
74"
B
17
21
23
24
4
T-1"
B
5'-1'
B
16
21
22
23
10'-5'
D
21
24
25
27
6'6'
B
18
21
23
24
4.5
64"
B
4'-7-
B
16
20
22
23
9'-9'
D
21
24
25
26
6•2"
B
18
21
22
23
5
5'S"
B
41-W
B
16
20
21
23
91•1'
D
21
23
25
26
51-8"
B
18
20
22
23
5.5
5'-Y
B
T-11'
B
16
20
21
22
8'-7"
D
21
23
24
26
64'
B
18
20
22
23
6
A'-9'
B
T-7'
B
17
19
21
22
8'-1"
D
22
23
24
25
51-0'
B
18
20
21
23
6.5
4'4"
B
34'
B
17
19
20
22
TS'
D
22
22
24
25
4'S'
B
18
20
21
22
7
4'-1"
B
3'-21
B
17
19
20
21
T-3'
D
22
22
N
25
4'.5'
B
19
19
21
22
7.5
3'-9'
B
T-0"
B
17
19
20
21
6'-11'
D
22
22
23
25
4'-Y
B
1g
19
21
22
B
3'6'
B
7S"
B
17
18
20
21
6'-7'
0
22
22
23
24
4'-0"
B
19
19
20
22
8.5
3'4' .
B
2'S'
B
17
18
20
21
64"
0
22
22
, 23
24
T-7"
B
21
19
20
22
9
T -Y
B
2'6"
B
17
18
19
21
6'-1"
D
22
22
23
24
3'•7'
B
19
19
20
21
9.5
3'-0"
B
2'-S
B
17
18
19
21
5'-10'
D
23
23
23
24
3'-5'
B
19
19
20
21
30
3
8'-9"
B
6'-Y
B
18
23
25
26
12'-0"
D
22
27
29
30
T-10"
B
19
24
25
27
40
3.5
7.61
B
55''
B
18
23
24
26
11'-0"
D
22
26
28
30
T-1'
8
19
23
25
26
4
6'6'
B
4'-11"
B
18
22
24
25
10-i'
D
23
26
28
29
6'S-
8
20
23
24
26
4.5
5-10-
B
4'S'
B
18
22
23
25
9'S'
D
23
26
27
29
5'-11'
0
20
22
24
25
5
F-3'
B
4'-0"
B
18
21
23
24
8'S'
D
23
25
27
28
5'6"
8
20
22
24
25
5.5
4'S"
B
3'S"
B
18
21
23
24
8'J'
D
24
25
26
28
5-1'
8
20
22
23
25
6
4'4"
B
3'-S
B
18
21
22
24
T61
D
24
25
26
27
4'-8'
0
20
22
23
24
6.5
4'-0"
B
T -Y
B
18
21
22
23
T4'
D
24
24
26
27
4'6'
8
20
21
23
24
7
3'-9'
B
3'-0"
B
18 _
20
22
23
T-01
0
24
24
26
27
4'-3'
8
21
21
23
24
7.5
3'6'
B
7-10'
8
18
20
22
23
SS'
D
25
25
25
27
4'-0"
B
21
21
22
24
8
3'S'
B
7S'
8
18
20
21
23
6'4'
0
25
25
25
26
7-9'
8
21
21
22
23
8.5
3'-1'
B
76'
8
19
20
21
23
6'-1'
D
25
25
25
26
T-7"
B
21
21
22
23
92'41-
76'
B
7.5'
8
19
20
21
22
5'-10'
0
25
25
25
26
7•5'
8
21
21
22
23
9.5
2'-9'
B
7J"
B
19
1 19
1 21
1 22
S -T
D
1 25
25
1 25
26
T-3'
1 B
1 21
1 21
1 22
23
ICC ESR 2676 5/2/2011 Page 33 of 59
9V MPH
t UbUHt
U
40
3
T -Y
B
5'-1'
B
17
22
24
25
10'-S
D
21
26
28
29
67S'
B
18
23
25
26
3.5
6'-J"
B
4'6'
8
17
22
23
25
9161
D
21
26
27
29
6'-0'
B
1B
23
24
25
4
5'4"
B
4'-0"
8
17
2123
24
8'S'
D
22
25
27
28
5-5"
B
19
22
24
25
4.5
4'-9'
B
T-7-
8
17
21
23
24
&A,
D
22
25
26
28
S-0'
B
19
22
23
25
5
4'-3"
B
T-3"
8
17
21
22
24
T6'
D
22
24
26
27
4'-7'
B
19
21
23
24
5.5
T-11"
B
T -W
B
17
20
22
23
T-0'
D
22
24
26
27
4'1'
B
19
21
23
24
.6
3'-7'
B
7-0"
B
17
20
22
23
6'-7-
D
23
24
25
27
4'-0'
B
19
21
22
24
6.6
31J"
B
7-7'
B
17
20
21
23
6'-3'
D
23
23
25
26
T-9"
B
19
21
22
23
7
T-0'
B
7-51
B
17
20
21
22
5'-11'
D
23
23
25
28
36'
B
19
20
22
23
7.5
7-10'
B
7-S
B
17
19
21
22
S-7'
D
23
23
24
26
T-3"
B
19
20
22
23
8
7S'
B
7-2'
8
17
19
21
22
5'4'
D
23
23
24
26
N-1"
B
19
20
Z1
23
8.5
76'
B
7-0'
8
17
19
21
22
5'-1'
D
23
23
24
25
T-11"
B
20
20
Z1
23
2'4' 1
B
1 1'-11'
B
1 17 1
19 1
20
22
4'-10-
D
23
23
24
1 25 11
7-10" I
B
20
20
21
22
90 MPH EXPOSURE 8
May 3, 2011
40
3
T-2"
B
5'-1"
B
15
21
22
23
1015'
D
19
24
25
27
3.5
6'-Y
B
4'6"
B
15
20
22
23
76"
D
19
23
25
26
4
5'-5"
B
4'-0"
B
15
20
21
22
8'S'
D
19
23
25
26
4,5�0N
4.5
4'-9'
B
3'-7'
B
15
19
21
22
8'-1'
D
20
23
24
25
(
O[�
5
4'4'
B
T-3'
6
15
19
20
22
T6'
D
20
22
24
25
5.5
T-11'
B
3'-0"
B
15
19
20
21
T-0'
D
20
22
23
25
3'-7"
B
7S'
B
15
18
20
21
6'-7'
D
20
22
27
24
.
8.5
3'4'
B
7-T'
B
15
18
20
21
6'J'
D
20
21
23
24
7
T-1'
B
2'-5'
B
15
18
19
21
F-11"
0
20
21
23
24
7.5
2'-10'
B
2'J'
B
15
18
19
20
5'-7"
D
21
21
22
24
. S/ Q/
% C
6
7S'
B
2'-Y
8
15
18
19
20
5'4'
D
21
21
22
23
8.5
76"
B
2'-W
B
15
18
19
20
5'-1'
D
21
21.
22
23
9
7-0'
B
1'-11"
B
15
17
19
20
4'-10-
D
21
21
22
23
.!:.
_
V 11-
ICC ESR 2676 5/2/2011 Page 33 of 59
GENERAL INSTRUCTIONS FOR THESE TABLES
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR
CALCULATE FROM TRIBUTARY DIAGRAM PAGE 1
6. CHOOSE A HEADER FROM TABLE 5.1 THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.1
ICC ESR 2676 5/2/2011
Twin 0.032'x1.5"x1.5" Scroll
5
51S"
A
4'-3"
B
18
22
23
25
9'-1"
D
24
25
27
28
5'6"
B
20
22
24
25
F
5.5
5'-2"
A
T-11"
B
18
21
23
24
8'-7"
D
24
25
27
28
5'4"
a
21
22
23
25
15
6
4'2"
A
3'-7"
B
19
21
23
24
8'-1"
D
24
25
26
28
5'-0"
8
21
22
23
25
T-1"
6.5
4'S"
A
T4"
B
19
21
22
24
7'-0"
D
24
24
26
27
4'6"
8
21
21
23
24
22
7
4'-1"
A
3'-7
B
19
21
22
23
7'-3"
D
25
25
26
27
4'1"
8
21
21
23
24
19
7.5
3'-10"
A
3'-0"
B
19
20
22
23
6'-11"
D
25
25
25
27
4'-7'
B
21
21
22
24
T-9"
a
3'-7"
A
7-9"
B
19
20
22
23
6'-7"
D
25
25
25
27
4'-0"
B
21
21
22
24
8.5
3'4"
A
2'4"
B
19
20
21
23
6'4"
D
25
25
25
26
T-9"
B
21
21
22
23
9
T-2"
A
76"
8
19
20
21
23
61•1"
D
25
25
25
26
34"
B
21
21
22
23
9.5
T-0"
A
7S"
8
19
20
21
22
5-10"
D
25
25
25
26
3'-5"
B
21
21
22
23
I.
2'-10"
A
7J'
B
19
19
21
22
5'•7"
D
25
25
25
26
3'S"
B
21
2t
22
23
GENERAL INSTRUCTIONS FOR THESE TABLES
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR
CALCULATE FROM TRIBUTARY DIAGRAM PAGE 1
6. CHOOSE A HEADER FROM TABLE 5.1 THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.1
ICC ESR 2676 5/2/2011
Twin 0.032'x1.5"x1.5" Scroll
8'
A
AO
Twin 0.024'W"x2" Scroll
8'
B
AO
0.032"Post w/0.024" Side laces
10'
C
AH
0.032"Post w/ 0.032" Sideplates
12'
D
AH
Clover 0.040"x3"x3" Alum
10'
E
AK
Magnum 0.075"x3'x3" Post
12'
F
AJ
0.048"x3"x3" Steel Clover
12'
G
AK
3/16"x3"x3" Steel Square
1 15'
H
AF
1/4""x3'x3" Steel Square
15'
1
AF
3/16"x4"x4" Steel Square
15'
J
AF
1/2"x4"x4" Steel Square
15' I
K
AF
Double 0.042"xTIAB" Beam Detail M Double 0.032'rrx6.5' Beam Detail K
Atlechad Single Freestanding or .dsingk Freestanding or
Span structure Mullis an Units Span Sbudue Multispan Units
MAXMAX POST LENGTH MAX MAX POST LENGTH
POST MIN FOOTE 8' I 10' I 17 POST NM T 8' I 10' I 17
SPACIN POST SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTS
(FT) TWE "d" "d' "d I "d" (FT) TYPE 'd' "d' "a• -
tin) (in) (in) (in) (nl (in) I (in) I (in)
8'-3"
D
17
23
24
26
51-1"
B
15
20
21
23
T-5"
D
18
22
24
25
4'6"
B
is
20
21
22
6'-9"
D
18
22
23
25
4'-1"
B
15
19
21
22
6'-2"
D
18
21
23
24
T-8"
B
15
19
20
21
5'-e"
D
18
21
23
24
3'4"
B
15
19
20
21
5'4"
D
18
21
22
23
T-1"
B
15
18
20
21
5'-0"
D
18
21
22
23
7-10"
B
15
18
19
21
4'6"
D
18
20
22
23
76"
B
is
18
19
20
4'S"
D
19
20
21
237S"
76"
B
15
18
19
20
4'-2"
D
19
20
21
22
74"
B
15
11
19
20
T-11"
D
19
20
21
22
7-2"
B
15
17
19
20
T-9"
D
19
19
21
22
7-1'
S
15
17
19
20
8'•3"
D
19
25
26
28
5'-1"
8
17
?Z
23
25
7'S"
D
20
24
26
27
4'6"
B
17
21
23
24
616"
D
20
24
25
27
4'-1"
B
17
21
22
24
6'-2"
D
20
23
25
26
T-8"
B
17
21
22
23
51•9"
E
20
23
25
26
T4"
B
17
20
22
23
514"
E
21
23
24
26
31-1"
B
17
20
21
23
5'-0"
E
21
22
24
25
T-10"
B
17
20
21
23
4'6"
F
21
22
24
25
76"
B
17
19
21
22
4' S"
F1
21 1
22
1 23
1 25 11
76"
1 B
1 17
1 19
21
22
rTACNED STRUCTURES
:S (FT)
Post Description
Maximum
Fooling -
Max POST
Hei ht CODE Detail
0.048"x3'x3" Steel Clover
d=
1s' iS 17'
ffi'
19'
20'
21'
27
7.5' 8' 8.5'
9'
9.5'
10'
10.5'
11'
8' 8.5' 9'
9.S'
10'
10.5
11'
11.5
8.5' 9' 9.51
10'
10.5'
11'
11.5'
17
n/a 9.5' 10'
10.5'
11'
11.5'
12'
125
n/a Na Na
n/a
Na
Na
12.5'
13'
TABLE 5.4 Post Requirements'lor
Freestanding
reestandin or Muftis an Attached Structures
United Duralume
Post Description
Maximum
Fooling -
Max POST
Hei ht CODE Detail
0.048"x3'x3" Steel Clover
d=
20"
10'
B
AK
0.048"xTIAW Steel Clover
d=
21"
8'
C
AK
3/16"x3"x3" Steel Square
d=
28"
10'
E
AF
3/16x3"x3" Steel Square
d=
25"
12'
E
AF
1/4'"'x3"x3" Steel Square
d=
28"
12'
E
AF
3/16"x4"x4" Steel Square
d=
30"
12'
G
AF
1/2"x4"x4" Steel S uare
d=
3T'
12'
H
AF
1/2"x4"x4" Steel S uare
d=
31
15'
H
AF
Note: Post Codes In Tables 5.3 and 5.4 are different for identical posts.
. May 3, 2011
S. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN
United Duralume
TABLE 5.1 AND 5.3. UPGRADE THE POST IF THE HEIGHT
350 S. Raymond Ave
IS NOT SUFFICIENT.
Fullerton, CA
FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4
9. FIND THE OIC SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 AND/OR TABL 7.7
Carl Putnam, P. E.
10. USE THE APPROPRIATE DETAILS (A -BE). DETAILS MAY REQUIRE THE POST TO BE UPGRADED.
3441 Ivylink Place
Lynchburg, VA 24503
FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN catiputnamocomcast.net
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.1
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
SLAB 9. FOLLOW 9-10 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR POST SPACING ON SLAB REQUIREMENTS INSTEAD OF THESE TABLES
Page 34 of 59
MAY
Cn1 in r'nuFR S n Pn'ZT zparimRC rno Penn Burl e-nMMFRr im r'nVFRC IN 9n MPH WIMn ARFAC
10
14 Gauge
3"x8" Steel C Detail N
Double 14 Gauge Steel C Detail S Double 12 Gauge Steel C Detail S
TABLE 5.5
C
Attached Single Freestanding or
Attached single Freestanding or Attached Single Freestanding or
3339-0'
29'4'
Span structure Multis an Units
Span Structure Mullis an Units span stucture Mullis an Units
GROUND TRIB POST POST
MAX
MAXPOSTLENGTH
MAX MAX POSTLENGTH MAX MAX POST LENGTH
SNOW WIDTH SPACING REO'D
POST
MIN FOOTER 8' I 12' I 1S'
7 I 15'
POST MIN FOOTER 6 I 12' I 15' POST MIN FOOTER 8' I 12-
LOAD (FT) ON SLAB FOR
SPACN
POST SIZE CONSTRAINED FOOTERSPACINGPOST
ST
51� CONSTRAINED FOOTERSPACING POST 612E CONSTRAINED FOOTER
(PSP) (FT) SLAB
(FT)
TYPE 'd' 'T "d' 'd'
I
(FT) TYPE 'd 'C 'C "C (FT) 71'PE 'd' "d 'd' 'd'
I I
26
29
(i4) (in) pN lin)
(m) (in) (in) (in) (inl (in) (in) (in)
10
3
22'8"
B
26-1"
C
25
30
3339-0'
29'4'
D
C
26
31
34
30-0"
39-0"
C
26
31
34
LIVE
LIVE
3.5
191-5"
B
24 '-9-
C
26
29
32
D
-0
30'"
D
28
31
34
0
301-0"
D
28
31
34
4
LOAD
4
17'-0"
B
23'8'
D
27
29
32
32
29'-10'
D
29
31
34
33
30'-0"
D
29
31
34
15'-1" B
ONLY
4.5
15'-1"
B
27-9"
D
28
29
32
32
28'8'
D
30
30
34
34
30.0"
D
30
31
34
19'3"
D
5
13'-7"
B
21'-5"
D
28
28
31
35
2T3'
D
31
31
33
37
39.0'
D
31
31
34
D
31
5.5
4
12'"
B
29-Y
D
28
28
31
29
26'-10'
D
31
31
33
33
30'-0"
E
32
32
34
32
32
6
1114"
B
194"
D
29
29
31
2T-11'
26'-1'
D
32
32
33
33
39-0"
F
33
33
34
32
33
6.5
10'5'
B
18'-2'
D
29
29
30
F
25'-5'
E
32
32
33
7
39-0"
F
34
34
34
32
B
7
'8
9'
B
1r-3'
0
29
29
30
38
24'-9"
F
33
33
33
9'-1" B
29'-8"
F
35
35
35
J4
21'8"
7.5
9'-1"
B
168"
D
29
29
30
38
24'-2"
F
33
33
33
15'8-
29'-0"
F
36
36
36
21'-Y
F
e
B'8"
B
15'-10"
0
30
30
30
39
23'-0"
F
34
34
34
E
284"
F
36
36
36
F
37
8.5
e'-0"
B
15'-2'
D
30
30
30
27
23'-3'
F
34
34
34
34
2T-9"
G
37
37
376
38
38
9
T'
8
14'- T
D
30
30
30
27
27- 9'
F
35
35
35
N
2Ta"
G
37
37
37
38
38
9.5
7'-2*
B
14'-1"
D
30
30
30
10
274"
F
35
35
35
34
26.9"
G
37
37
37
39
10
61"
3
8
-
17T
0
30
30
30
6'-2" B
27.0"
F
36
36
36
30
6'4
2"
G
38
38
38
22
27-9"
11
6'-2"
B
12'-9"
0
31
31
31
17-0'
21'4'
G
36
36
36
18'-1"
2T-6"
G
. 39
39
39
27-Y
G
12
5'8"
B
17-0"
D
31
31
31
F
20'-8"
G
37
37
37
G
24'-9'
G
39
39
39
G
43
13
5'-7'
B
11'4'
D
31
31
31
20'-Y
G
38
38
78
24'-1"
G
40
40
40
23
10
3
22'8" B
27'4"
C
27
31
35
soar ft..- Mullis an Units
29'4'
D
30
33
37
POST MNL8' I 17 I 15'
30-0"
D
30
33
37
TYPE "d 'd" "d -
LIVE
3.5
19'5" B
27-2*
D
28
31♦
34
27
27'-11"
D
31
33
36
29
39-0"
0
31
33
37
31
LOAD
4
17'-0" B
21'-2"
D
29
31
34
23
26-8"
D
32
32
35
27
39-0"
0
33
33
37
29
ONLY
4.5
15'-1" B
20'4'
D
30
30
34
D
25'-8'
D
32
32
36
F
30'-0"
F
34
34
37
G
30
5
13'-7" B
19'3"
D
31
31
34
/2'-10"
243-
E
33
33
35
27A"
29'-8"
F
35
35
37
2T-1"
G
5.5
174" B
18'-10-
D
31
31
33
8
24'-0"
F
34
34
35
29
26-9"
F
36
36
37
33
26'-3"
6
11'4" B
18'-1-
D
32
32
33
5'S
23'4"
F
34
34
35
27
2T-11'
F
37
37
37
31
33
6.5
101-51 B
17'4-
D
32
32
33
6.5
27.8"
F
35
35
35
24
2T -Y
F
37
37
37
30
31
7
9'8" B
168"
D
32
32
32
B
27.2"
F
36
36
36
24
268"
G
38
38
38
31
31
7.5
9'-1" B
16'-1'
D
33
33
33
J4
21'8"
F
36
36
36
D
25'-11"
G
38
38
38
G
31
8
8'8" 8
15'8-
E
33
33
33
33
21'-Y
F
37
37
37
9'-0"
254"
G
39
39
39
19'4"
G
8.5
8'-0" 8
15-1"
E
33
33
33
34
20'-9"
F
37
37
37
8
24'-10"
G
40
40
40
27
18'-10"
9
T8" B
14'-7"
F
34
34
34
_
20'4"
G
38
38
38
3'-7'
244"
G
40
40
40
25
27
9.5
T-2" B
14'-1"
F
34
N
34
H
20'-0"
G
38
38
38
9.5
23'-11'
G
41
41
41
1 25
1 25
10
6'3" - B
13'-7'
F
34
34
34
21'-11"
19'-8-
G
38
39
39
23'8"
G
41
41
41
11
6'-2" B
17-9"
F
35
35
35
30
18'-10"
G
39
39
39
22
27-9"
G
42
42
42
25
29
12
5'8" B
17-0'
F
35
35
35
18'-1"
G
40
40
40
D
27-Y
G
43
43
43
F
26
13
5'-2' B
t1'4'
F
35
35
35
17'4'
G
40
40
10
13'-9-
21'-T
G
43
43
43
23'S'
10
3
22'8" B
24'4"
C
27
31
34
soar ft..- Mullis an Units
30'-0"
D
28
32
36
POST MNL8' I 17 I 15'
301-0"
D
28
32
36
TYPE "d 'd" "d -
LIVE
3.5
19'-5" B
23'-1"
D
27
30
34
27
29'-1"
D
30
32
35
29
301-0'
D
30
32
36
31
LOAD
4
17'-0" B
27-1'
D
28
30
33
23
27'-10"
D
31
32
35
27
301-0"
D
31
32
36
29
ONLY
4.5
15'-1" B
21'-3"
D
29
30
33
D
26'3"
D
31
31
35
F
39-0"
0
33
33
36
G
30
5
13'-7" B
20'8"
D
10
30
33
/2'-10"
25'-f0'
D
32
32
35
27A"
39-0"
F
34
34
36
2T-1"
G
5.5
1".. B
19'-10"
D
30
30
33
8
25'-0"
E
33
33
34
29
29'-i l"
F
35
35
36
33
26'-3"
6
114' B
IVA"
D
31
31
32
5'S
24'4"
E
33
33
34
27
29'-l"
F
36
36
36
31
33
6.5
101-6" B
18'-Y
D
31
31
32
6.5
23'-8'
F
34
34
34
24
28'4'
F
36
36
36
30
31
7
9'8" B
1TJ"
D
31
31
32
B
23'-1"
F
35
35
35
24
2T-8"
F
37
37
37
31
31
7.5
7.1" B
18'8'
D
32
32
32
J4
27-7"
F
35
35
35
D
27-0'
G
37
37
37
G
31
8
8'8" 8
15'-10'
D
32
32
32
33
27-1"
F
36
36
36
9'-0"
26.5
G
38
38
38
19'4"
G
8.5
8'-0" B
151.2*
D
32
32
32
34
21'3"
F
36
36
36
8
25-11"
G
38
38
38
27
18'-10"
9
T-6" B
1414"
0
32
32
32
_
21'J"
F
37
37
37
3'-7'
25'•5
G
39
39
39
25
27
9.5
T-2" B
14'-i"
D
33
33
33
H
20'-10'
F
37
37
37
9.5
24'-11"
G
39
39
39
1 25
1 25
10
6'-9" B
13'-7"
D
33
33
33
21'-11"
20'8"
G
38
36
38
24'8"
G
40
40
40
11
6'-7' B
173'
E
33
33
33
30
19'-10"
G
38
38
38
22
23'•9'
G
41
41
41
25
29
12
68" B
17-0"
E
33
33
33
19-2*
G
39
39
39
D
23'•1'
G
41
41
41
F
26
17
5'-7' B
11'4'
F
34
34
34
t8'-5"
G
40
q0
40
13'-9-
22'8-
G
42
42
42
23'S'
14 Gaut a 3"x8" Steel C Detail N
Double 14 Gauge Steel C Detail S
Double 12 Steel C Detail S
TABLE 5.6 Attached Single Freestanding or
Attached single Freestanding or
Attadred s.rgk Freestanding or
Span Stricture Mullis an Units
Span Structure Mullis an Units
soar ft..- Mullis an Units
GROUND TRIB POST POST MAX MAX POST LENGTH
MAX MAX POST LEI4GTH
MAX MAX POST LENGTH
SNOW WIDTH SPA." REDID POST MIN FOOTE 8' I 17 I 15'
POST MIN OOT 8' I 17 I IF
POST MNL8' I 17 I 15'
LOAD (FT) ON SIA. FOR SPACIN POST SIZE CONSTRAINED FOOTER
SPACIN POST SIZE CONSTRAINED FOOTE
SPACIN POSTCONSTRAINED FOOTE(PSF)
(FT) SLAB (FT) TYPE dd"d' -d-
(FT) TYPE 'd' 'd"'d" "d"(FT)
TYPE "d 'd" "d -
(in) (in)
(in) (in) (in) (in)
(in) tin) In)
25
3
10'-11'
B
18'-1'
D
22
27
30
32
26'-11"
E
26
30
33
35
30-0"
F
25
]t
34
36
B
3.5
9'4"
B
164'
D
23
27
30
31
255"
F
26
29
33
35
39-0"
F
28
31
34
35
B
4
8'-7'
8
14-11"
D
23
26
29
31
245"
F
27
29
32
34
29'J"
G
29
30
34
35
B
4.5
T-3"
B
13'-9'
D
23
26
26
30
23'8'
F
28
29
32
34
26-l"
G
30
30
33
35
B
5
68"
8
/2'-10"
D
24
25
28
30
27A"
G
29
29
32
34
2T-1"
G
30
30
33
35
B
5.5
5'-11"
8
17-0'
D
24
25
28
29
21'-11"
G
29
29
32
33
26'-3"
G
31
31
33
35
B
6
5'S
8
11'-3'
D
24
24
27
29
21'4'
G
30
30
31
33
25'-6"
G
32
32
33
35
B
6.5
51-0"
8
19-7'
D
24
24
27
29
293'
G
30
30
31
33
24'-19'
G
32
32
32
34
B
7
4.8"
B
19-1"
D
24
24
27
28
29.3"
G
31
31
31
33
24'a"
G
33
33
33
J4
B
7.5
4'4'
B
9'-7"
D
25
25
26
28
19'3"
G
31
31
31
33
23'8'
G
99
33
33
34
B
8
4'-1"
8
9'-0"
D
25
25
26
28
19'4"
G
32
32
32
33
23'-Y
H
K
34
34
34
B
8.5
T-10'
8
818"
D
25
25
26
27
18'-10"
G
32
32
32
32
273'
H
34
34
34
34
B
9
3'-7'
B
8'-1"
D
25
25
25
27
18'-3"
G
32
32
32
32
27-3'
H
35
35
35
JS
B
9.5
T-5"
8
T -T'
D
25
1 25
1 25
1 27
1 1T-9'
G
33
33
33
33
21'-11"
H
35
35
35
35
25
3
9'-7"
B
16-9"
D
25
29
32
34
25'-10"
F
28
32
36
38
301-0"
F
30
33
37
39
B
3.5
8'-2'
B
15'•1"
D
25'
28
32
34
248"
F
29
32
35
37
294'
G
31
33
37
39
B
4
T-2"
8
13'-9'
D
25
28
31
33
23'-5-
F
30
31
35
37
28'-1'
G
32
33
36
39
B
4.5
64"
B
12'8"
D
26
27
30
32
278'
G
31
31
35
37
2T-0"
G
33
33
36
38
B
5
5'-9"
B
11'"9-
D
28
27
30
32
21'3"
G
32
32
34
36
26-T
G
34
34
36
38
B
5.5
5'-2"
B
IT -T
0
26
26
30
31
21'-1"
G
32
32
34
36
253"
G
34
34
36
38
B
6
4'-9"
B
194'
D
26
26
29
31
20'-6"
G
33
33
34
36
24'8"
G
35
35
35
37
B
6.5
4'-5"
B
9'-9'
D
26
26
29
31
19'-11"
G
34
34
34
36
23'-10"
G
36
36
36
37
B
7
4'-1"
8
91•7'
D
27
27
28
3D
19'-5"
G
34
34
34
36
23'-3"
H
36
'636
"
37
B
7.5
3'-10"
B
8'-T
D
27
27
28
30
18'-11"G
36
35
35
35
35
273"
H
37
37
37
37
B
8
T-7•
B
81•1"
D
27
27
28
30
18'-3-
G
35
35
35
35
27J"
H
37
37
37
37
B
8.5
3'4"
S
T -T
D
27
27
27
29
1T3"
G
35
35
35
35
21'-10'
H
38
38
38
38
B
9
3'-Y
B
7'-Y
D
27
27
27
29
17'8'
G
36
36
36
36
21'8"
H
38
38
38
3B
B
9.5
3'-0'
B
8'•9"
D
27
27
27
29
18'3'
G
36
36
36
36
21'-0'
H
39
39
39
J9
100 MPH EXPOSURE C
25
3
8'-3"
B
16-1"
D
25
30
33
35
24.8"
F
30
33
37
39
29'-Y
G
32
35
39
41
3.5
T-1'
B
17.7"
D
26
29
33
35
23'-3'
F
31
33
37
39
27'-10"
G
33
35
38
41
4
6-2*
B
17.4-
D
26
29
32
34
27-3'
G
32
33
36
39
26-7'
G
34
34
38
40
4.5
5'8'
B
1114"
D
27
28
31
33
21'4'
G
33
33
36
38
25-7-
G
35
35
38
40
5
4'-11'
B
10'8-
D
27
28
31
33
20'-7'
G
33
33
36
38
24'8'
G
35
36
37
40
5.5
1'-5'
B
9'-1 D'
D
27
27
30
32
20'-0"
G
34
34
36
38
23'-11"
G
36
36
37
39
6
4'-1'
B
9'-7'
D
27
27
30
32
19'5'
G
35
35
35
37
231-3-
G
37
37
37
39
6.5
T-10"
B
e'6'
D
27
27
30
31
18'-10'
G
35
35
35
37
27-7"
H
38
38
38
39
"
3'8"
B
T-11'
D
27
27
29
31
t8'-1"
G
36
36
36
37
27.1"
H
38
38
38
39
7.5
T-3"
B
7 .4'
D
27
27
29
31
1T"
8
G
36
36
36
37
21'-T
H
39
39
39
39
8
3'-1"
B
6'-11'
D
27
27
26
30
16'-11"
G
37
37
37
37
21'•1"
H
39
39
39
39
8.5
7-11-
B
6'8-
D
27
27
28
30
164-
G
37
37
37
37
20'-8'
H
40
40
40
40
9
73'
B
6'-7
D
27
27
28
30
15-11"
H
37
37
37
37
29J"
H
4/
41
41
41
90 MPH EXPOSURE 6
May 3, 2011
30
3
9'8'
B
16'-9'
D
22
27
30
32
25'-10"
F
25
29
33
3S
3.5
8'-Y
B
15'-1"
D
22
26
29
31
248'
F
26
29
32
34
4
7'-1"
B
13'-9-
D
22
26
28
30
23'S'
F
27
29
32
74rE
4.5
8'4"
B
12'-8-
D
23
25
28
30
278'
G
28
29
32
345
5'-e"
B
11'•9"
D
23
25
27
29
21'3'
G
28
28
31
3J5.5
5'-Y
B
11'8-
D
23
24
27
29
21'-1'
G
29
29
31
33
6
4-9"
B
10' 4-
0
23
24
27
28
20'8'
G
29
29
31
33(118544"
B
9'-9"
D
24
24
26
28
19'-11"
G
30
30
31
3J.7'7
4'•1'
B
9-2"
D
24
24
26
28
19'5'
G
303D
31
337.5
3'3"
B
8'-7'
D
24
24
26
27
18'-11"
G
31
31
31
328
3'8'
B
8'-1"
D
24
24
25
27
18'-3'
G
31
31
31
328.53'4"B
T-7'
D
24
24
25
27
1T-9"
G
31
31
31
323'-7'
B
T-2"
D
24
24
25
27
1T-3'
G
32
32
32
32••���
i
ICC ESR 2676 5/2/2011 Page 35 of 59
SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREA:
14 Gau a TW" Steel C Detail N Double 14 Gauge Steel C Detail S Double 12 Gauge Steel nFreestanding
TABLE 5.5 Attached Single Freestanding or Attached Single Freestanding or ea Single ng orSpan Structure Multis an Units Span Structure Mullis Units span Stu=. UnitsGROUND TRIG POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX T LENGTHSNOW WIDTH SPACING RED'D POST MIN FOOTER 8' I 12' I 15'POST MIN FOOTER 6 I 17 I 15' POST MM FOOTER7 I 15'LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED F( SPACIN POST SIZE CONSTRAINED FOOTE SPACING POST 812E ED FOOTE(PSF) (FT) 6LAB (FT) TYPE .1.1 "d' "d^ (FT) TYPE "d' .1 "d' "d" (FT) TYPE 'd' " .d.(in) On) (in) ON (m) (int (in) (in) lin) nt fin)
100 MPH EXPOSURE C
10
3
224r
B
21'•9'
D
29
33
36
33
2TS"
D
31
34
38
35
30-0'
D
32
35
39
36
LIVE
3.5
191-5"
B
201-8"
D
30
32
38
32
26-0'
0
32
34
38
35
30-0"
E
34
35
39
36
LOAD
4
1710'
B
191-9"
D
31
32
35
31
24'-10'
D
33
34
37
35
29'-9^
F
35
35
39
36
ONLY
4.5
15'-1"
B
18'-10"
D
31
32
35
31
23'-11'
F
34
34
37
34
28-7"
F
36
36
39
36
4'
5
13'-7^
B
17-10"
D
32
32
35
30
23'-1"
F
35
35
37
34
2TS
F
37
37
38
35
5.5
12'-0^
8
17'-0'
D
32
32
34
30
274'
F
36
36
36
34
26-9"
F
38
38
38
35
6
11'4^
8
16'4'
D
33
33
34
30
21'-8"
F
36
36
36
34
26-0"
G
38
38
38
35
6.5
10'-5"
8
15'-7'
E
33
33
34
29
21'-2"
F
37
37
37
33
25-4"
G
39
39
39
35
7
B'6"
B
15'-0"
E
34
34
34
29
W.S.
F
37
37
37
33
24'S
G
40
40
40
35
7.5
9'-1"
B
14'-S'
F
34
34
34.
29
20'-2'
G
38
38
38
33
24'-2"
G
40
40
40
34
8
8'S
B
13'-11"
F
34
34
34
28
19'5"
G
39
39
39
33
2T-7"
G
41
41
41
34
6.5
8'-0"
B
136"
F
35
35
35
28
19'4"
G
39
39
39
33
23'-2'
G
42
42
42
35
9
TS
B
13'-1"
F
35
35
35
28
18'-10"
G
40
40
40
33
27.8"
G
42
42
42
35
9.5
T-2"
B
17-8"
F
35
35
35
28
18'4'
G
40
40
40
33 11
22.1-
G
43
43
43
36
10
6'S"
B
174'
F
36
36
38
30
17'-10^
G
40
40
40
38
21'-11"
G
43
43
43
40
11
8'-2'
B
11'5'
F
36
38
36
1T-0"
G
41
41
41
21'4'
G
44
44
44
20
3
11'-10'
B
19'1"
D
23
28
31
33
28'-2"
E
26
30
33
35
301-0'
F
26
31
34
36
10'
3.5
10'-2"
B
17'-10'
D
23
27
30
32
2615"
F
27
30
33
35
36-0"
F
2831
33
34
36
9'
4
8'-11"
B
16'4"
D
24 ...
27
30
31
26-7"
F
28
29
33
35
30'S
F
29
31
34
36
n/a
4.5
T-11"
B
15'-11
D
24
26t
29
31
24'-7'
F
28
29
32
34
25S'
G
30
30
34
36
4'
5
T-1"
B
14'-V
D
24
26
29
30
23'-9"
F
29
29
32
34
28'-5"
G
31
31
33
35
5.5
61S
B
13'-2^
D
25
25
28
30
23'-V
G
30
30
32
34
2TS"
G
31
31
33
35
6
5'-11"
B
174^
D
25
25
28
30
274'
G
30
30
32
34
26-9'
G
32
32
33
35
6.5
SS
B
111-8'
D
25
25
27
29
21'-9"
G
31
31.
31
33
26-0"
G
33
33
33
35
7
5'-1"
B
11'-11
D
25
25
27
29
21'4"
G
11
31
31
33
25,S"
G
33
33
33
35
7.5
4'S"
B
10'1'
D.
25
25
27
29
20r-9"
G
32
32
32
33
24'-10'
G
34
34
34
34
8
4'S"
B
10'-1"
D
26
26
27
28
20'4'
G
32
32
32
33
24'-3"
G
34
34
34
34
8.5
4'-2
B
9'-7"
D
26
26
26
28
19'-11"
G
33
33
33
33
23'-10"
H
35
35
35
35
9
T-11"
B
9'-2'
D
26
26
26
28
1916"
G
33
33
33
33
214"
H
35
35
35
35
9.5
3'S
B
8'-8"
E
1 26
26
26
28
IVA'
I G
1 33
1 33
1 33 1
33 11
27-11"
1 H
1 36
36
36
36
20
3
11'-1V
B
19'-8"
D
26
30
34
36
28'-2"
E
29
33
35
39
30-0"
F
30
33
37
39
10'
3.5
10-7
B
1TAV
D
26
29
33
35
26'5'
F
30
32
36
38
30'-0^
F
31
33
37
39
9'
4
B'-11"
B
16'4'
D
27
29
32
34
26-7"
F
31
32
36
38
301-0^
F
33
33
37
39
n/a
4.5
T-11"
B
15-1'
D
27
28
32
34
24'-7"
F
32
32
35
37
2915"
G
34
34
37
39
4'
5
T-11
B
14'-0'
D
27
28
31
33
235^
F
33
33
35
37
211"
G
35
35
37
39
5.5
61"
B
13'-2^
D
28
28
31
33
23'-0^
G
33
33
35
37
216-
G
35
35
36
38
6
5'-11"
B
174"
D
28
28
30
32
274^
G
34
34
35
37
26'-9^
G
36
36
36
38
6.5
511^
B
11'-81
D
28
28
30
32
21'5^
G
35
35
35
35
266'
G
37
37
37
38
7
T-1'
B
11'-1^
D
28
28
30
31
21'4"
G
35
35
35
36
25'-S"
G
37
37
37
38
7.5
4'S"
B
1016"
D
29
29
29
31
20'5"
G
36
36
36
36
24'-10'
G
38
38
38
38
8
4'S-
B
10'-1'
D
29
29
29
31
204"
G
36
36
36
36
241-7
G
38
38
38
38
8.5
4'-2"
B
9'4"
D
29
29
29
31
19'-11"
G
37
37
37
37
23'-10'
H
39
39
39
39
9
7-11"
B
9'-2"
D
29
29
29
30
19'6"
G
37
37
37
37
234"
H
39
39
39
39
9.5
3'S"
B
8'-8'
E
29
29
29
30
19'-1"
G
38
38
38
38
22'-11"
H
40
40
40
40
10
1 3'S
B
1 8'4'
E
29
29
29
30
18'-7^
1 G
1 38
1 38
36
38
27-7"
H
40
40
40
40
UMNGKALINJIKUL:IIUNAFUK IKtbt IAtSLCJ
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR
CALCULATE FROM TRIBUTARY DIAGRAM PAGE 1
S. CHOOSE A HEADER FROM TABLE -5.5 THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.5
ICC ESR 2676 512/2011
30
14 Gaul
a 3"x8" Steel C Detail N Double 14 Gauge Steel C Detail S Double 12 Gauge Steel C Detail S
TABLE 5.5
16'-2"
Attached Single Freestanding or Attached Single Freestanding or Attached single Freestanding or
24
29
Span swcure Multispan Units span Svu4ture Multis an Units span Stnlcture Multispan Units
GROUND TRIS POST POST
MAXUI..TE
AX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH
SNOW WIDTH SPACIN REOD
POST
MIN ' I 17 I 15' POST MIN FOO V I 17 I 15' POST NUJ FOOTE a- I 17 I 15'LOAD
(FT) ON SLAB FOR
SPACW
POSTNSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED FOOTE SPACIN POST SIZE CONSTRAWED FOOTE(PSF)
(Fn SLAB
(FT)
TYPEd" 'C'd' (FT) TYPE 'd' "d" 'd^ 'd• (FT) TYPE 'd' ^d 'd^ -d-
39
10'
nt (In) (in) (in) (i0 Onl ( ) finl (in) (int (in)
30
3
8'S^
B
16'-2"
D
24
29
32
34
25'4'
F
28
32
36
38
30'-0-
G
30
33
37
39
10'
3.5
7'S
B
14'S
D
25
28
31
33
24'-1'
F
29
32
35
37
265"
G
31
33
37
39
9'
4
6S
B
13'4'
D
25
28
31
33
2T -V
G
30
31
35
37
27*6^
G
32
33
35
38
n/a
4.5
FAV
8
17-W
D
25
27
30
32
27-1"
G
31
31
34
37
266"
G
33
33
36
38
4'
5
514"
B
11'-0"
D
26
27
30
32
21'4"
G
32
32
34
36
25'-7"
G
33
33
36
38
5.5
4'S
B
10'-T
D
26
26
29
31
20'-0"
G
32
32
34
36
24'-9"
G
34
34
35
36
6
4'4"
B
B'-111
D
26
26
29
31
20'-1^
G
33
33
34
36
24'-0"
G
35
35
35
37
6.5
4'-0"
B
914"
D
26
26
29
30
19'-7^
G
33
33
34
36
23'•5"
H
35
35
35
37
7
3'S"
B
8'S
E
26
26
28
30
19'-1"
G
34
34
34
35
22'-10'
H
36
76
36
37
7.5
3'-0'
8
8'-T
E
28
26
26
30
18'•5"
G
34
34
34
35
274"
H
37
37
37
37
8
7-3'
B
T-7'
E
26
26
27
29
17'5"
G
35
35
35
35
21'-10"
H
37
37
37
37
8.5
T-1".
B
T-2"
E
26
26
27
29
1T4"
O
35
35
35
35
21'1"
H
38
38
a8
38
30
3
T-10"
B
14'-T
D
25
30
33
35
24'-1"
F
30
33
37
39
28-10"
G
32
35
39
41
10'
3.5
6-9'
B
13'-7
D
26
29
32
34
27-10"
F
31
33
37
39
2T4"
G
33
34
38
40
9'
4
5'-11-
8
17-0"
D
26
28
32
34
21'-10"
G
32
33
36
38
26'-2"
G
34
34
38
40
n/a
4.5
514"
B
11'-0"
D
26
28
31
33
21'-W
G
33
33
36
38
25'-2"
G
35
35
37
40
4'
5
4'S
B
10'-2'
D
26
27
31
33
20'4"
G
33
33
36
38
24'4"
G
35
35
37
39
5.5
4'-3"
B
9'E"
D
27
27
30
32
19'-8"
G
34
34
35
38
23'4"
G
36
36
37
39
6
3'-11"
B
81-0"
D
27
27
30
32
IVA"
G
35
35
35
37
22'-10"
H
37
37
37
39
6.5
T -T
B
8'-/'_
D
27
27
29
31
18'4"
G
35
35
35
37
274"
H
37
37
37
39
7
3.4-
1 B
1 TS
1 D
1 27
1 27
1 29
31 11
1T-6'
I G
1 36
1 36 1
36 1
37
21'-8-
1 H
1 38 1
38
1 38
1 38
OVER-
United Duralume
Post Description
Max POST
HgI
TABLE 52 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
Twin 0.032"x1.5"x1.5" Scroll
8'
A
AO
Twin 0.024"x7x2" Scroll
HANG
B
AO
0.032^Post w/ 0.024" Sideplates
10'
PROJECTION OF SINGLE SPAN STUCTURES (FT)
AH
0.032 -Post w/ 0.032" Side ates
12'
D
AH
Clover 0.040"x3"x3" Alum
10'
(FT)
6'
T
8'
9'
10' 11' 12' 13' 14' 15
16'
17'
18'
19'
20'
21'
22'
0'
3'
3.6
4-
4.5'
5' 5.5 6 6.5' T 7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
1'
3.5,
4-
4.5
S
5.6 6' 6.5' T 7.5' 8'
8.5'
9'
9.5'
10'
10.5
11'
11.5
21
Na
Na
Na
n/a
Na 6.5 T 7.5' 8' 8.5'
9'
9.5'
16
10.5'
11'
11.5'
17
3'
Na
Na
va
Na
Ne Na We Na Na We
9.5'
10'
10.5'
11'
11.5'
17
125,
4'
Na
Na
Na
Na
Na Na Na Na Na Na
Na
Na
Na
Na
Na
12.5'
13'
TABLE 5.3 Post Requirements
for Attached Single S an Structures
United Duralume
Post Description
Max POST
HgI
Detail
Twin 0.032"x1.5"x1.5" Scroll
8'
A
AO
Twin 0.024"x7x2" Scroll
8'
B
AO
0.032^Post w/ 0.024" Sideplates
10'
C
AH
0.032 -Post w/ 0.032" Side ates
12'
D
AH
Clover 0.040"x3"x3" Alum
10'
E
AK
Magnum 0.075"x3"x3" Post
12'
F
AJ
0.048"x3"x3' Steel Clover
12'
G
AK
3/16"x3"x31 Steel Square
15'
H
AF
1/4"7xT'x3" Steel Square
15
1
AF
3/16"x4"x4" Steel Square
15'
J
AF
1/2"x4"x4" Steel Square
15'
K
AF
TABLE 6.4 Post Requirements for
Freestanding or Multis an Attached Structures
United Duralume
Post Description
Maximum
Footing
Max POST
Height CODE Detail #
0.048"x3"x3" Steel Clover
d=
20"
10'
B
AK'
0.048"x3"x3" Steel Clover
d=
21"
8'
C
AK
3/16'x3"x3" Steel Square
d=
28"
10'
E
AF
3/16"x3"x3" Steel Square
d=
25"
12'
E
AF
1/4"1x3"x3" Steel Square
d=
28"
12'
E
AF
3/16'W'W" Steel Square
d=
30"
12'
G
AF
1/2'W'W" Steel S uare
d=
37"
12'
H
AF
1/2'W'W" Steel Spuare
tl=
31"
15'
H
AF
Note: Post Codes in Tables 5.3 and 5.4 are different for identical posts
8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN
United Duralume
TABLE 5.5 AND 5.3. UPGRADE THE POST IF THE HEIGHT
350 S. Raymond Ave
IS NOT SUFFICIENT.
Fullerton, CA
FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4
9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 AND/OR TABL 7.7
Carl Putnam, P. E.
10. USE THE APPROPRIATE DETAILS (A -BE). DETAILS MAY REQUIRE THE POST TO BE UPGRADED.
3441 Ivylink Place
Lynchburg, VA 24503
FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN
cariputnam(iacomcast.net
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.5
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
SLAB 9. FOLLOW 9-10 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR POST SPACING ON SLAB REQUIREMENTS INSTEAD OF THESE TABLES
Page 36 of 59
May 3, 2011
' 'E3iVll �Q'
OF CAUVDO
Ei
SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREM
90 MPH
10
0.040''x6.5" RF Fascia Detail W
0.035'x6.5" RF Fascia
Detail V I Extruded Fascia Detail U
TABLE 5.6
Attached Single Freestanding ar
ached single
Freestanding or ached Single Freestanding or
26
S pan structure Mullis an Units
Span Structure
Mullis an Units Span Strucim. Mulfispan Units
GROUND TRIG POST POST
AX POST LENGTH
MAYUFOOTER
MAX
MAX POST LENGTH NAIL MAX POST LENGTH
SNOW WIDTH SPACING REO'D
POST MIN ' I 10' ' 17
POST MIN FOOTER
8' I 10' I 12' POST MIN FOOTER 8'I10' I 17LOAD
(FT) ON SLAB FOR
SPACIN POSTSTRAINED FOOTS
SPACIN POST 811E
CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTE
(PSF) (F7) SLAB
d'"S(FT)
(FT) TYPET-h
TYPE 'd'
•R''d''d'(F7) TYPE 'd" -e, 'd" 'd'
I
20
n) h) linl
fin)
(in) (in) (in) (in) (in) (in) (in)
90 MPH
10
3
22'-B"
B
11'-7'
A
19
25
26
27
10'-9"
A
19
24
26
27
10'-11"
A
19
23
25
26
LIVE
3.5
191.5"
B
10'-5'
A
20
24
25
27
9'-T
A
19
24
25
26
10'-T
A
20
23
25
26
LOAD
4
17'-0"
B
9'-7'
A
20
24
25
26
8'-0"
A
19
23
25
26
W4r
A
20
23
24
26
ONLY
4.5
15'-1"
B
8'-10"
A
20
23
25
26
T-11"
A
19
23
24
25
e'S
A
21
23
24
25
5
13'-7"
B
8'-2"
A
20
23
24
25
7'-0'
A
20
22
24
25
6-11•
A
21
22
24
25
5.5
12'-0"
B
T-7"
A
21
22
24
25
6'-9"
A
20
22
23
25
8'-7`
B
21
22
24
25
6
11'4"
B
T-2'
A
21
22
24
25
61-4•
A
20
22
23
24
8'3•
B
22
22
23
25
6.5
1015"
B
6'-9'
A
21
22
23
25
5'-11"
A
20
21
23
24
W -G`
B
22
22
23
25
7
9'-0"
8
6'-0'
A
21
22
23
24
5'-7'
A
20
21
22
24
1"-10"
B
22
22
23
24
7.5
9-1"
B
6'-0'
A
21
21
23
24
513"
A
20
21
22
23
T -T
B
23
23
23
24
8
8'S"
B
5'-9'
A
21
21
73
24
5'-0'
A
20
21
22
23
T-0"
B
23
23
23
24
8.5
8'-0"
8
51S"
A
21
21
22
24
4'-B"
A
20
20
22
23
T -T
B
23
23
23
24
9
T-6"
B
5'3'
8
21
21
22
23
4'S•
A
20
20
22
23
T-0"
B
24
24
24
24
9.5
T-7
B
5'-01
B
21
21
22
23
4'3'
A
20
20
21
23
6-10"
B
24
24
24
24
10
T-81
B
4'-9'
B
22
22
22
23
4'-1"
A
20
20
21
22
64r
B
24
24
24
24
11
6'-2"
B
41S
B
22
22
22
23
3'-9"
A
20
20
21
22
6S
8
24
24
24
24
12
5'-8"
B
4'-1'
B
22
22
72
22
T-6' '
A
21
21
21
72
6-2'
8
25
25
25
25
13
S-7'
B
3'-10'
B
22
22
22
22
3'-3"
A
21
21
21
22
61-W
8
25
25
25
1 25
90 MPH EXPOSURE C
10
3
7Y5"
B
11'-3"
A
21
27
2B
30
10'-9"
A
21
26
28
29
91-8'
A
20
25
26
28
LIVE
3.5
1915"
B
10'4"
A
22
20,
28
29
8'-7"
A
21
26
27
29
6-1"
A
21
25
26
27
LOAD
4
17'-0"
B
911"
B
22
26
27
29
81-8"
A
22
25
27
28
8'-7-
A
22
24
26
27
ONLY
4.5
15'-1"
B
8'-10"
B
23
25
27
28
7"-11"
A
22
25
26
28
8'-T
B
22
24
26
27
5
13'-T'
B
e'-2"
B
23
25
26
28
7'4"
B
22
24
26
27
T-10"
B
23
24
25
27
5.5
174"
B
7'-7•
B
23
24
26
27
6'-9"
B
22
24
25
27
7'-6'
B
23
24
25
26
6
11'4"
B
T-2"
B
23
24
26
27
6'-0"
B
22
23
25
26
T3•
8
23
23
25
26
6.5
10'51.
8
61-0"
B
23
24
25
27
5'-11"
B
22
23
25
26
T-0•
B
24
24
25
26
7
B'S"
8
6'-4'
B
24
24
25
26
5'-7"
B
23
23
24
26
5-10•
B
24
24
25
26
7.5
9'-1"
8
6'-0"
B
24
24
25
26
5'-3"
B
23
23
24
25
6'-7-
B
24
24
24
26
88'S"
3'S
8
5'-9"
B
24
24
25
26
5'-0"
B
23
23
24
25
6'S
B
25
25
25
26
8.5
4'-2"
8
51S"
8
24
24
24
26
4'-9"
B
23
23
24
25
SRT
B
25
25
25
26
9
TS"
B
T-3'
8
24
24
24
25
4'S"
B
23
23
23
25
6* -1"
B
25
25
25
25
9.5
T-2"
8
5'-0"
B
24
24
24
25
4'3•
B
23
23
23
25
5-11"
B
26
26
26
26
10
8'-9"
B
4'-9'
B
24
24
24
25
4'-1"
B
23
23
23
24
5-10"
B
26
26
26
26
11
6'-2"
S
4'-5'
B
24
24
24
25
T-9•
B
23
23
23
24
5'-T
B
28
28
26
26
12
5'S"
8
4'-1•
B
24
2424
19
24
3'S
B
23
23
23
24
SS
B
27
27
27
27
13
5'-2'
B
T-10"
8
25
25
25
25
3' 3'
B
23
23
23
23
5'-2"
C
27
1 27
1 27
1 27
90 MPH
20
3
11'-10"
B
T-5"
A
17
22
24
25
6'-T
A
16
22
23
24
101-2'
B
18
23
25
26
LIVE
3.5
10'-2"
8
6'-7'
A
17
22
23
24
5'-9"
A
16
21
23
24
q-0'
B
19
23
24
25
LOAD
4
8'-11"
B
5'-11"
A
17
21
23
24
5'-2"
A
16
21
22
23
S-0"
B
19
22
24
25
ONLY
4.5
T-11"
B
5'-5•
A
17
21
22
24
41-8"
A
15
20
22
23
S -T
8
20
22
23
25
5
7-1"
6
S-0"
8
17
21
22
23
4'3"
A
16
20
21
23
T$'
B
20
22
23
24
5.5
6'-5'
B
4'-7"
B
17
20
22
23
Y-11'
A
16
20
21
22
T-0"
B
20
22
23
24
6
6.11"
B
4'-3"
B
17
20
21
23
3'-T
A
17
19
21
22
T -W
B
21
21
23
24
6.5
5'-5'
B
4'-0"
B
18
20
21
22
3'-4'
A
17
19
20
22
6'S
B
21
21
23
24
7
V-11,
B
T-9"
B
18
19
21
22
T-7
A
17
19
20
21
61S
8
21
21
22
24
7.5
4'1"
B
T-6"
B
18
19
21
22
2'-11"
A
17
19
20
21
6'-7
C
21
21
22
23
84'S
3'S
B
-0"
3'"
B
18
19
20
22
2'-9"
A
17
18
20
21
5'-11"
C
21
21
22
23
6.5
4'-2"
B
3'1-
B
18
19
20
21
2'-T
A
17
18
20
21
51-9'
D
22
22
22
23
9
T-11"
B
T -G'
B
18
19
20
21
2'S"
A
17
18
19
21
5'6
D
22
22
22
23
9.5
Y -S"
B
T-10'
B
18
18
20
21
2'•4"
A
17
18
19
21
514"
D
22
22
22
23
10
31"
B
7-9"
B
18
18
20
21
2'3'
A
17
18
19
20
5'3"
D
22
22
22
23
11
3'-2"
a
2'-0'
B
18
18
19
21
2'-1"
A
17
18
19
20
4'-11"D
22
22
22
22
12
7-11"
B
74•
B
18
18
19
20
1'-11"
A
17
17
19
20
41-W
D
23
23
23
23
13
7S"
B
2'-2"
B
18
18
19
20
1'-9'
A
17
18
19
20
4'-5"
D
23
23
23
23
0.040"x6.5" RF Fascia Detail W
TABLE 5.6 Attached Single Freestanding or
0.035X6.5" RF Fascia Detail V
Extruded Fascia Detail
U
6'-1"
Attached single
Freestanding or
21
Attached Sngle
Freestanding or
Span Structure Mullis an Units
A
span Structure
Mullis an Units
22
span structure
Mulfispan Units
GROUND
TRIS
POST
POST MAX
MAX POST LEO GT
MAX
3.5
8'-2"
MAX POST LENGTH
MAX
A
16
MAX POST LENGTH
SNOW
WIDTH
SPACING
REO'D POST MIN
FOOTS 8' 1 10' .1 17
POST
MIN
FOOTER
8' I 10' I 17
POST
MIN
F007-
B' ' 10' I 17
LOAD
(FT)
ON SLAB
FOR SPACING POST
512E CONSTRAINED FOOTER
SPACING
POST
SIZE
CONSTRAINED FOOTEF
SPACING
POST
SIZE
CONSTRAINED FOOTS
(PSF)
20
(FT)
SLAB (FT) TYPE
"d" "d" 'd' 'd.
(FTI
TYPE
"d"
"d' •d• "d"
(FT)
TYPE
'd'
"d' 'd' 'd"
B
4'-S
B
16
(in) (in) (in) fin)
21
23
(n)
(in) (in) (m)
15
19
(int
(in) (int lin
]SURE B
30
3
9'S
B
6'-1"
A
16
21
23
24
5'-4'
A
15
21
22
23
B'•11"
B
16
22
24
25
3.5
8'-2"
B
5'-5"
A
16
21
22
24
4'-8'
A
15
20
22
23
8'-2"
B
18
22
23
25
4
7'-1"
B
4'-10'
A
16
20
22
23
4'-2"
A
15
20
21
22
T -T
B
18
22
23
. 24
4.5
6.4"
B
4'-S
B
16
20
21
23
3'•9"
A
15
19
21
22
7'.1"
B
19
21
23
24
5
51-8•
B
4'-0"
B
16
20
21
22
3'S"
A
15
19
20
22
6* -9"
B
19
21
23
24
5.5
5'-21
8
T-9"
B
16
19
21
22
Y-1"
A
15
19
20
21
1-4-
B
19
21
22
24
6
4'-9"
B
3'S"
B
16
19
21
22
T-10"
A
15
19
20
21
6'-1"
c
20
21
22
23
6.5
4'-0"
B
3'-T
8
16
19
20
22
2'-0"
A
15
18
20
21
51-9"
O
20
21
22
23
7
4'-1"
B
3'-W
B
16
19
20
21
2'-6"
A
15
18
19
21
T-6"
0
20
20
22
23
7.5
3'-9"
B
7-10"
B
16
18
20
21
7.4"
A
1518
19
19
20
5'-0"
D
20
20
22
23
8
3'S
8
2'S"
B
16
18
20
21
7-2"
A
151
19
19
20
5'-1"
D
20
20
21
23
8.5
3'-4"
B
2'S
B
16
18
19
21
2'-1'
A
15
18
19
20
4'-11"
0
21
21
21
23
9
3'-2"
B
75"
B
17
18
19
21
1'-11"
A
15
17
19
20
4'-4"
D
21
21
21
22
9.5
3'-0"
B
7-3"
B
17
18
19
20
1'40'
A
15
17
19
20
4'-7"
0
21
21
21
22
30
3
81-9'
B
5'-10'
A
17
23
25
26
5'-1"
A
17
22
24
25
81S'
B
20
24
26
27
3.5
T-6"
B
5'-2"
B
17
23
24
25
4'S'
A
17
22
23
25
7'-11'
8
20
24
25
27
4
6'S"
8
4'S"
B
18
22
24
25
4'-0'
A
17
21
23
24
TS"
8
21
23
25
26
4.5
5-10"
B
4'3"
8
1B
22
23
25
3'-7-
A
17
21
22
24
5-11"
8
21
23
25
26
5
5'3'
B
T-10'
B
18
21
23
24
3'-3'
A
17
21
22
23
6'-0'
B
21
23
24
26
5.5
4'A"
B
T -T
8
18
21
22
24
3'-0'
A
17
20
22
23
6'-2"
c
22
23
24
26
6
4'-0"
B
T-3"
B
18
21
22
24
2'-9"
A
17
20
22
23
5'-10"
D
22
22
24
25
8.5
4'-0"
B
T-1'
8
18
20
22
23
2'1•
A
17
20
21
23
57-7"
D
22
22
24
25
7
T-9•
B
7-10'
8
18
20
22
23
2'-4"
A
17
20
21
22
1-4"
D
22
22
24
25
7.5
3'S
B
2'S•
B
18
20
21
23
2'-2"
A
17
19
21
22
V-2'
D
23
23
23
25
6
Y3"
B
21"
8
18
20
21
23
2'-1"
A
17
19
21
22
5'-0"
0
23
23
23
25
8.5
3'-1"
B
2'-5"
8
18
20
21
22
1'-11"
A
17
19
20
22
4'-9"
0
23
23
23
24
9
7-11"
B
73"
B
18
19
21
22
11-10•
A
W
19
20
22
4'-7"
0
23
23
23
24
9.5
1 2'4"
B
1 7-7'
1 B
1 18
1 19
21
1 22
1'-9"
A
1 17 1
19
1 20
1 22
1 4'-0"
1 D
23
23
23
24
90 MPH
May 312011
ICC ESR 2676 5/2/2011 Page 37 of 59 MAY 13
crit to rnDFR S n PflcT SPACINGS FOR PATIn ANn Cn MMFRr_IGI CnVFRS IN qn uP14 WINn aRta9
20
0.040"x6.5"
RF Fascia Detail W
0.035'78.5" RF Fascia Detail V I Extruded Fascia Detail U
TABLE 5.6
A
Attached single Freestanding or
Attached Single Freestanding or Attached single Freestanding or
26
27
Span Structure Multis an Units
Span Structure IMulfispan Units span structure Multis an Units
GROUND -IB POST POST
MAX
MAX POST LENGTH
MAX MAX POST LENGTH MAX MAX POST LENGTH
SNOW WIDTH SPACING REDID
POST
MIN FOOTER 6' I 10' I 17
POST MIN FOOTER 8' I 10' I 12 POST MIN FOOTER 8' I 10' I IT
LOAD (FT) ON SLAB FOR
SPACIN
POST SIZE CONSTRAINED FOOTS
SPACIN POST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS
(PSI) (FT) SLAB
IFT)
TYPE "d" .d. "d" 'T
IFT) TYPE 'd 'C 'd' 'T (FT) TYPE "d" 'T 'd' 'd'
19
24
(1 lin) On) (1111
lin) (in) (111) (m) lin) (m) (111) lin)
20
3
11'-10'
B
7'-5'
A
19
24
26
27
6'-7"
A
18
24
25
27
91A"
8
20
25
26
28
E
3.5
10'-71
B
6'-7-
A
19
24
25
27
5'-01
A
18
23
25
26
9'-1"
B
21
25
26
27
LOAD
4
8'-111•
B
51-11'
A
19
23
25
26
5'-r
A
18
23
24
25
8'-7'
B
22
24
26
27
ONLY
4.5
T-11"
'e
5'-5"
A
19
23
24
26
4'-8"
A
18
22
24
25
8'-21
B
22
24
26
27
4'
5
7'-1"
B
5'-0"
B
19
22
24
25
4'J"
A
18
22
23
25
7'43"
B
22
24
25
27
5.5
6-5"
B
4'-7"
8
20
22
24
25
T-11"
A
19
21
23
24
7'4"
B
23
23
25
26
6
5'-11"
B
4'J'
B
20
22
23
25
3'-7"
A
19
21
23
24
T -O"
8
23
23
25
26
6.5
5'S"
B
4'-0'
B
20
21
23
24
3'-0"
A
19
21
22
24
6'-8"
8
23
23
25
26
,
V -i"
B
T-9"
B
20
21
23
24
3'-2"
A
19
21
22
23
6S"
8
24
24
24
26
7.5
4'-9'
B
3'S"
B
20
21
22
24
2'-11'
A
19
20
22
23
6'-2"
C
24
24
24
26
8
4'S'
B
3'4'
B
20
21
22
24
2'-5'
A
19
20
22
23
5'-11"
C
24
24
24
25
8.5
4'-2'•
B
T-2'
B
20
21
22
23
2'-7"
A
19
20
21
23
5'-9'
D
24
24
24
25
9
3'-11"
B
T-0'
B
20
20
22
23
2'-0"
A
19
20
21
23
51S
D
24
24
24
25
9.5
7-91.
B
7-10'
B
20
20
22
23
7.4"
A
19
2D
21
22
5'4"
D
25
25
25
25
10
3'-0"
B
7-9"
B
20
20
72
23
2'-3'
A
19
19
21
22
5'-3"
D
25
25
25
25
11
3'-2"
B
7S'
B
20
20
21
23
2'-1'
A
19
19
2t
22
4'.11"
D 1
25
25
25
25
25
3
10'-11"
B
6'-8'
A
16
22
23
24
5.11"
A
15
21
23
24
9'-6'
B
18
23
24
25
(in) (in) (int (311) (in) (IN (int (SI M}
3.5
9'1'1
B
5'-11"
A
16
21
23
24
5'-2"
A
16
21
22
23
8'-9'
B
18
22
24
25
9'
4
8'-2"
B
5'-0'
A
16
21
22
23
4'-7"
A
16
20
22
23
8'-1"
B
19
22
23
25
n/a
4.5
7'-3"
B
4'-10"
A
17
2A
22
23
4'-2"
A
16
20
21
22
7'-T
B
19
22
23
24
4'
5
6'E"
B
4'-5"
A
17
20
21
23
3'-9'
A
16
19
21
22
T-2"
B
20
21
23
24
5.5
5'-11"
B
4'-1'
B
17
20
21
22
T-6"
' A
16
19
21
22
6'-10"
B
20
21
23
24
6
51S"
B
T-10"
B
17
20
21
22
T -r
A
16
19
20
21
6'-6"
B
20
21
22
24
6.5
1"'.
B
3'-7"
B
17
19
21
22
3'A"
A
16
19
20
21
6'-r
B
20
21
22
23
7
4'6'
8
3'-0"
B
17
19
20
22
2'-9"
A
16
18
20
21
5--11"
C
20
21
22
23
7.5
4"..
B
3-2"
B
17
19
20
21
2'-7"
A
16
18
20
21
5'A"
c
21
2t
22
23
8
4'-1'•
B
T-0"
B
17
19
20
21
2'-5"
A
16
18
19
21
5'6'
D
21
21
22
23
8.5
3'-19,
B
2'-10'
B
11
18
20
21
2'-4"
A
16
18
19
20
5'-4"
D
21
2t
22
23
9
3'-T'
B
2•-0"
B
17
18
20
21
2•-2'
A
16
18
19
20
5'-1"
D
21
21
21
23
9.5
3'S'•
B
2•-6'
B
17
t8
20
21
2'-1"
A
16
18
19
20
5'-0"
I D
1 21
21
21
23
2S
3
9'-T'
8
6'-1'
A
18
23
25
26
S-4"
A
17
23
24
26
8'-11'
B
20
24
26
27
(in) (in) (int (311) (in) (IN (int (SI M}
3.5
8'-2"
a
5'-5'
A
1a
23
24
26
4'-8'
A
17
22
24
25
8'-2"
B
20
24
26
27
9'
4
T-2"
B
4.10'
A
18
22
24
254-2"
7-3'
A
17
22
23
24
7•-7"
8
21
24
25
27
n/a
4.5
6'-4"
B
4'-S-
B
18
22
23
25
3'-9-
A
17
21
23
24
T-1"
B
21
23
25
26
4'
5
5'-9"
B
4'-0'
B
18
21
23
24
3'-5"
A
17
21
22
24
- 6's"
B
21
23
2S
26
5.5
5'-2"
B
T-9"
8
18
21
23
24
T-1'
A
17
20
22
23
6'-4"
B
22
23
24
26
6
4'-9'
B
3'-5"
8
18
21
22
24
2'-10"
A
17
20
22
23
6'-1"
C
22
23
24
25
6.5
4'1"
B
3'-2'
B
16
21
22
23
2'S"
A
17
20
21
23
5'-9"
C
22
22
24
25
7
4'-1"
B
3'-0'
B
18
20
22
23
2'S"
A
17
20
21
23
5'6'
D
23
23
24
25
7.5
T-10"
8
7-10"
B
18
20
22
23
2'-0"
A
17
19
21
22
S'4"
D
23
23
23
25
8
3'-7"
B
2'-8'
B
18
20
21
23
2'-2"
A
17
19
21
22
5'-1"
D
23
23
23
25
8.5
3'-0"
B
7.6"
B
19
20
21
23
2'-1'
A
17
19
21
22
4'-11"
D
23
23
23
25
9
T-2"
B
2'-5"
B
19
20
21
22
1'-11'
A
17
19
20
22
4'-9"
D
23
23
23
24
9.5
3'-0"
B
2'3"
B
19
19
21
22
1'-10"
A
17
19
20
22
4'-T'
D
23
23
23
24
10
2'-10"
B
7-2'
8
19
19
21
22
1'-9'
A
17
19
20
22
4'E"
D
24
24
24
24
LICNCKAL iNJ 1 Kul" IIuNJ ruK 1n=;= IAOLCZ
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2 CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
S. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR
CALCULATE FROM TRIBUTARY DIAGRAM PAGE 1
6. CHOOSE A HEADER FROM TABLE 5.6 THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.6
ICC ESR 2676 5/2/2011
0.040"4.5"
RF Fascia Detail W 0.035"x6.5" RF Fascia Detail V Extruded Fascia Detail
U
TABLE 5.6
Attached single Freestanding or Attached Single I Freestanding or Attached Setgra
Freestanding or
13
span structure IMultispan Units Span structure MUttispan Units span SouRrge
Multis an Units
GROUND TRIB POST POST MAX
MAX POST LENGTH MAX MAX POST LENGTH MAX
MAX POST LENGTH
SNOW VdIDTH SPACIN REDID POST
MIN FOOTE 8' I 16 1 17 POST MIN FOOTE IT I 19 I 12' POST MW ao
8' I IV I 17
LOAD (FT) ON SLAB FOR SPACIN
POST SIZE]CONSTRAINED FOOTER SPACW POST SIZE CONSTRAINED FOOTS SPACIN POST SIZE
CONSTRAINED FOOTS
(PSF) (FT) SLAB (FT)
TYPE 'd' 'd" 'd' 'd' (FT) TYPE "d' "d 'd' "d' (FT) TYPE 'd.
'd" 'd" "d"
23
(in) (in) (int (311) (in) (IN (int (SI M}
(1111 (in) (IN
60
3
4'-10'
B
3' 6"
B
13
19
21
72
2'41'
A
12
19
20
21
6-2'
C
16
21
22
23
10'
3.5
4•-r
B
3'-1"
B
13
19
20
21
7-7"
A
12
18
20
21
T-8*
D
16
20
22
23
9'
4
3'-7'
B
7A"
B
13
18
20
21
7-3'
A
12
18
19
20
S-3•'
D
16
20
21
23
n/a
4.5
T -r
8
7-5"
B
13
18
19
21
74'
A
12
17
19
20
4'-10"
D
17
20
21
22
4'
5
7-11'
B
7-3"
B
13
18
19
20
1'-10'
A
12
17
19
20
4•-7'
D
/7
20
21
22
5.5
7-7-
B
T-0'
8
13
t8
19
20
1'6'
A
12
17
18
20
4'1"
D
17
19
21
22
6
2'S'
B
1'-10"
B
13
17
19
20
11S'
A
12
17
18
19
4'-1'
D
17
19
21
22
6.5
7-2"
B
1'-9"
B
13
17
18
20
11$
A
12
17
18
19
T-11"
D
17
19
20
22
77-1-
1 7-1'
B
V -T'
11
13
17
18
20
1'-0'
A
12
16
18
19
3'-8"
D
18
1g
20
21
7.5
1'-11"
B
11.,
B
13
17
18
19
1'-Y
A
12
16
18
19
3'43"
D
18
19
20
21
8
1'A'
B
1'-5"
B
13
17
18
19
V - 2'A
12
16
18
19
3'-5"
D
18
19
20
21
8.5
1'-8"
B
1'4'
8
13
17
1B
19
1'-1'
A
12
17
18
19
3-3"
D
18
18
20
21
60
3
4'-10'
B
3'S"
B
15
21
22
24
7-11"
A
14
20
2223
PROJECTION OF SINGLE SPAN STUCTURES (FT)
6-2"
C
18
23
24
26
10'
3.5
4'-r
B
3'-i"
B
15
20
22
23
Z_r
8
14
20
21
23
5'-8-
D
18
22
24
25
9'
4
3'-7"
B
2'-9"
B
15
20
22
23
7J'
B
14
19
21
22
5'-3"
D
16
22
23
25
n/a
4.5
3'-2"
8
2'S"
B
15
20
21
22
7-0'
B
14
19
21
22
4'-10"
D
19
22
23
24
4'
5
2'-11"
B
7-3'
B
15
19
21
Z2
1'-10'
B
14
19
20
22
4'-7'
D
19
21
23
24
5.5
7-7-
B
7-01
B
15
19
21
22
1'-0"
B
14
19
20
21
4'-4'
D
19
21
23
24
6
7S"
B
1'-10"
B
15
19
20
22
1'S'
B
14
18
20
21
4'-1"
D
19
21
22
24
6.5
7-2"
B
1•-9"
B
15
19
20
21
11S'
8
14
18
20
21
X-11"
D
20
21
22
24
7
1 7-1'
1 8 1
V-7"
1 8
1 15
1 18
1 20
1 27 11
V-4- 1
B 1
14
1 18 1
19
1 21 11
3'-8"
1 D
1 20
1 21 1
22
1 23
OVER-
Post Description
Max POST
H t I
TABLE S.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
Twin 0.032'x1.5"x7.5" Scroll
8'
A I
AO
Twin 0.024'72'x2" Scroll
HANG
B
AO
0.032 -Post w/ 0.024" Side fates
10'
PROJECTION OF SINGLE SPAN STUCTURES (FT)
AH
0.032"Post w/0.032"Side fates
12'
D
AH
Clover 0.040"103"x3" Alum
10'
(FT)
6
7'
8'
9'
10' 11' 17 13' 14' 15
16'
17'
18'
19'
20'
21'
27
0'
3'
3.6
4'
4.5'
F S.5' 6' 6.5' T 7.5'
8'
8.5
9'
9.5'
10'
10.6'
11'
V
3.5
4'
4.6
5'
5.5' 6' 6.5' T 7.6 r
8.5'
9'
9.5'
10'
10.5'
11'
11.5
2'
Na
Na
Na
n/a
Me 6.5' 7' 7.6 8' 8.6
9'
9.51
10•
10.5'
11'
11.5'
17
3'
Iia
NB
n/e
Na
Na Na Ne We we We
9.5'
10'
10.5'
11'
11.5'
12'
125'
4'
NB
Na
Na
We
Na Na Na Na Na ria
Na
Na
Na
Na
n/a
12.5'
13'
TABLE 6.3 Post Requirements
for Attached Single Span Structures
Post Description
Max POST
H t I
Detail
Twin 0.032'x1.5"x7.5" Scroll
8'
A I
AO
Twin 0.024'72'x2" Scroll
8'
B
AO
0.032 -Post w/ 0.024" Side fates
10'
C
AH
0.032"Post w/0.032"Side fates
12'
D
AH
Clover 0.040"103"x3" Alum
10'
E
AK
Magnum 0.075'x3'x3" Post
12'
F
AJ
0.048"x3"x3" Steel Clover
12'
G
AK
3/16"x3"x3" Steel Square
15'
H
AF
1/4'"'x3"0" Steel Square
15'
1
AF
3/16'x4"x4" Steel Square
15'
J I
AF
12"x4'x4"Steel Square
15'
K I
AF
TABLE 5.4 Post Requirements for
Freestanding or Mull tis an Attached Structures
Post Description
Maximum
Footin
Max POST
Hei ht CODE Detail #
0.048-x3"x3" Steel Clover
d=
20"
10'
B
AK
0.048'x3'x3" Steel Clover
d=
21"
8'
C
AK
3116'x3"x3" Steel Square
d=
28"
10'
E
AF
Steel Square
d=
25"
12'
E
AF
--6"x3"x3"
1/4-x3Sx3" Steel Square
d=
28"
12'
E
AF
3/16'x4'x4" Steel S uare
d=
30"
12'
G
AF
12"x4"x4" Steel S uare
d=
37"
12'
H
AF
12"x4'x4" Steel S uare
d=
31"
15'
H
AF
I-, rWl I.UOes In I aDle6 J.J anu A4 are ulaerenl lot IDenucal posm.
May 3, 2011
8. FOR SINGLE SPAN ATTACHED UNITS USE THE POST SHOWN IN United Duralume
AND 6.3. UPGRADE THE POST IF THE HEIGHT 350 S. Raymond Ave
IS NOT SUFFICIENT. Fullerton, CA
FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4
9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 AND/OR TABLE 7.7 Cart Putnam, P. E.
10. USE THE APPROPRIATE DETAILS (A -BE). DETAILS MAY REQUIRE THE POST TO BE UPGRADED. 3441 Ivylink Place
Lynchburg, VA 24503
FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN carioutnam(bcomcasLnet
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.6
SLAB S. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
SLAB 9. FOLLOW 9-10 FROM ABOVE -
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR POST SPACING ON SLAB REQUIREMENTS INSTEAD OF THESE TABLES
Page 38 of 59
Cnr In -tco e n oncT CCAr1Mre1 cno DA- nun rnIU114cor1Al rnVFRC w 4n rulou WtMn AocAc
7x2.375" I Beam Detail P
TABLE 5.7 Attached single Freestanding or
6"x4.5" 1 Beam Detail Q
22'6"
0.048NTW" Steel Beam Detail J
7'6"
Attached Single
Freestanding or
20
Attached single
Freestanding or
Span structure Multis an Units
A
span Structure
Multis an Units
26
s an strut ure
Multis an Units
GROUND
TRIB
POST
POST MAX
27
MAX POST LENGTH
MAX
1915"
B
MAX POST LENGTH
MAX
17
20
MAX POST LENGTH
SNOW
WIDTH
SPACING
REO'D POST MIN
FOOTER
S' I 10' I 17
POST
MIN
FOOTER
8' I 10' I IT
POST
MIN
FOOTER
8' I 10' I 17
LOAD
(FT)
ON SLAB
FOR SPACIN POST
SIZE
CONSTRAINED FOOTS
SPACIN
POST
SIZE
CONSTRAINED FOOTERSPACING
8
POST
SIZE
CONSTRAINED FOOTS
(PSF)
11'4'
(FT)
SLAB (FT) TYPE
'd'
"d' 'd' 'd"
(FT)
TYPE
'd'
'd" I 'd I 'd'
(FT)
TYPE
'8
•d' 'C 'T
20
21
22
13'-10"
(in)
lin)
24
26
(in)
(in) (int On)
B
22
(int
(in) lint fin)
10
3
22'6"
B
7'6"
A
17
20
21
23
16.3-
A
21
25
26
26
12'6'
A
20
24
26
27
LIVE
3.5
1915"
B
T -S
A
17
20
21
23
14'-8"
8
22
25
26
27
11'-10"
A
20
24
26
27
LOAD
4
17'-0'
B
T-2"
A
18
20
21
22
14'-3"
8
23
24
26
27
11'4'
A
21
24
25
27
ONLY
4.5
15.1"
B
6'-11"
A
19
20
21
22
13'-10"
B
23
24
26
27
10'-11'
B
22
24
25
26
B
5
13'-7"
B
6'A"
A
19
20
21
22
13'6'
B
24
24
26
27
101-6-
8
22
23
25
26
8
5.5
12'-4"
8
6-7"
A
20
20
21
22
13'-2"
B
25
25
25
27
10.2-
B
23
23
25
26
B
6
111'..
S
6S
A
20
20
21
22
17-11"
B
25
26
25
27
IT -11"
B
23
23
25
26
B
6.5
1015"
B
647
A
20
20
21
22
17-8-
B
26
26
26
27
916"
B
23
23
24
26
B
7
9118^
8
6J•
A
21
21
21
22
12'-5"
C
26
26
26
26
9'-5"
8
24
24
24
26
B
7.5
9'.1"
B
64"
A
21
21
21
22
12'-2"
D
27
27
27
27
9'-2"
8
24
24
24
26
B
8
8'•6"
8
5'-0"
B
22
22
22
22
17-0"
D
27
27
27
27
91-0"
B
25
25
25
25
B
8.5
8'A^
6
5'-111
B
22
22
22
22
111•10-
D
28
28
28
28
8'-9"
B
25
25
25
25
B
9
7'b"
B
5'-10'
B
22
22
22
22
11'-8"
D
28
28
26
28
816"
B
25
25
25
25
B
9.5
7'-2"
8
5'-9'
B
22
22
22
22
111-6-
D
28
28
28
28
8'-3'
B
25
25
25
25
10
61-6"
8
51-V
B
23
23
23
23
11'4^
0
29
29
29
29
8'-0"
B
25
25
25
25
20
11
6'-2"
B
5'-7•
B
23
23
23
23
11'-1'
D
29
29
29
29
7'6"
B
26
26
26
26
19
12
5'-8"
B
5'6'
B
24
24
24
24
10'-10'
D
30
30
30
30
7'-7
B
26
26
26
26
13
5'•2"
6
5'4"
B
24
24
24
24
10'6'
O
31
31
31
31
6'-9'
C
26
26
26
26
1019'S"3
3
22'6"
B
T-1'
A
18
22
23
24
14'-2'
B
23
27
28
30
11'-2'
A
21
26
27
29
LIVE
3.5
19'S"
B
6-10"
A
19
21.,
23
24
13'6'
B
24
26
28
29
10'-7"
8
22
26
27
29
LOAD
4
17*0"
B
6'-7'
A
20
21
23
24
13'-2"
8
25
26
26
29
10-1"
8
23
25
27
28
ONLY
4.5
15'-1-
B
6'S
A
20
21
23
24
12'-10'
B
26
26
26
29
9'-9'
B
23
25
27
28
B
5
13'-7"
B
6'-3-
A
21
21
23
24
176'
8
26
26
27
29
9'-5'
B
24
25
27
28
8
5.5
12'A"
8
6-1'
A
21
21
22
24
121-3'
C
27
27
27
29
9'-1"
B
25
25
26
28
B
6
11'4"
B
6'-0'
A
22
22
22
24
11'-11-
D
28
28
28
29
8'-10'
B
25
25
26
28
B
6.5
10'5"
B
5'-10'
B
22
22
22
24
11'6'
D
28
28
28
28
8'-7"
8
25
25
26
27
B
7
91-8"
B
5'-9'
B
23
23
23
24
11''
D
29
2B
29
29
8'-3"
B
26
26
26
27
B
7.5
9'-i"
B
5'6"
B
23
23
23
24
11'46"
O
29
29
29
29
8'-0"
8
26
26
26
27
B
8
81-6"
B
S' -r
8
24
24
24
24
11'-1'
D
30
30
30
30
7'-9"
B
26
26
26
27
B
8.5
8'-0"
B
516"
B
24
24
24
24
10'-11'
D
30
30
30
30
716'
B
27
27
27
27
B
9
TS"
B
51S
B
24
24
24
24
10'6•
D
31
31
31
31
7'-3'
8
27
27
27
27
B
9.5
7'-2"
8
5'4•
B
25
25
25
25
10'6-
D
31
Jt
31
31
7'-1"
C
27
27
27
27
10
6'1"
B
5'-3•
B
25
25
25
25
106^
D
31
31
31
31
6'-11"
C
27
27
27
27
20
116'-2'
T-2"
B
5'-1"
B
26
26
28
26
101-3^
D
32
32
32
32
6'-T
D
28
28
28
28
19
125'-0'
7-11"
B
3'6"
B
26
26
26
26
10'-0'
D
33
33
33
33
6'4"
D
28
28
28
28
13
Y-0"
B
4'•11"
8
27
27
27
27
91.10'
I E
1 34 1
34
1 34
1 34
11 6'-1'
1 D
1 29
1 29
1 29
1 29
20
3
11'-10"
B
T6"
A
17
20
21
23
15'5'
C
21
25
26
28
10'-10"
B
19
24
25
26
LIVE
3.5
10'"7'
B
T -S"
B
17
20
21
23
14'6"
D
22
25
26
27
10'-2"
B
19
23
25
26
LOAD
4
8'-11"
B
T-7
B
18
20
21
22
14'-3'
D
23
24
26
27
11"
B
20
23
24
26
ONLY
4.5
T-11"
B
T-11"
B
19
20
21
22
13'-10'
D
23
24
26
27
8'-9'
8
20
23
24
25
B
5
T-1"
B
6'6'
B
19
20
21
22
13'6"
D
24
24
26
27
81r
8
20
22
24
25
8
5.5
6'-5"
B
6'-7"
B
20
20
21
22
13'-2"
D
25
25
25
27
7'4"
8
21
22
23
25
B
6
5'-11"
B
6'-2"
B
20
20
21
22
12'-11'
D
25
25
25
27
7'-0'
B
21
22
23
24
B
6.5
5'-5"
B
5'-10'
B
20
20
20
22
17.8"
D
26
28
26
27
7'-0•
C
21
21
23
24
B
7
5'-1"
B
5'6'
B
20
20
20
21
17.5"
E
28
26
25
26
6'6"
C
21
21
23
24
B
7.5
4'-9"
B
S-3'
B
20
20
20
21
12'-2'
F
27
27
27
27
6'4"
D
21 -
21
23
24
B
8
4'-5"
B
4'-11"
B
20
20
20
21
17-0"
F
27
27
27
27
6'-1"
0
22
22
22
24
B
8.5
4'-7'
B
4'-9'
8
20
20
20
21
11'-10"
F
28
28
28
28
5'-11"
0
22
22
22
23
B
9
T-11"
8
4'6•
B
20
20
20
21
1116"
G
28
28
28
28
516"
D
22
22
22
23
B
9.5
T-9"
B
4'4•
B
20
20
20
21
11'6"
G
28
28
28
28
516"
D
22
22
22
23
10
31"
B
4'-1"
B
20
20
20
21
11'-2'
G
29
29
29
29
F-3"
D
22
22
22
23
20
11
T-2"
B
T-10"
B
21
21
21
2110'6'
G
29
29
29
29
5'4"
D
22
22
22
23
19
12
7-11"
B
3'6"
B
21
21
21
21
9'-10"
G
29
29
29
29
4'6"
D
23
23
23
23
13
Y-0"
B
3V'
8
21
21
21
21
9'-3"
G
29
29
29
29
4'•5'
D
23
23
23
23
30
4"x2.375" I Beam Detail P
6"x4.5" I
Beam Detail Q 0.048"x3"x3" StW Beam Detail J
TABLE 5.7
Attached single Freestanding or
17
Aneched Single Freestanding or AltaUted Freestanding or
21
Span Structure Multis an Units
15'-3^
span Structure Multispan Units StrutYue Multis an Units
GROUND TRIS POST POST
MAX MAX POST LENGTH
MAX
MAX POST LENGTH MAX MAX POST LENGTH
SNOW WIDTH SPACINC REVD
POST MIN FO EF 8' I 10' I 17
POST
MIN DOTER 8' I 10' I 12' POST MIN ao 8' I 10' I 17
LOAD (FT) ON SLAB FOR
SPACIN POST SIZE CONSTRAINED FOOTER
SPACIN
POST SIZE CONSTRAINED FOOTEF SPACINC POST CONSTRAINED FOOTER
(PSF) (FT) SLAB
(FT) TYPE -d- "d' I "cr'd'
(FT)
TYPE 'd' •d' 'd" 'd' (FT) TYPE '6" "d" "d -d-
17
(in) (in) (int (in)
21
(in) (in) (in) lint �) (in) (in) (In)
30
3
"1,
B
T-8"
B
17
20
21
23
15'-3^
0
21
25
26
28
9-7'
B
18
23
24
26
B
3.5
8'-2"
B
T-5"
B
17
20
21
23
14'-8'
D
22
25
26
27
81-9'
B
t9
23
24
25
B
4
T-1"
B
T -T
B
18
20
21
22
14'-3"
D
23
24
26
27
8'-1'
B
19
22
24
25
B
4.5
8'-0"
0
6'-51
B
18
19
21
22
13'-10"
D
23
24
26
27
T4-
B
19
22
23
25
B
5
5'-0"
B
5'-11"
8
18
19
20
22
13'-8"
E
24
24
26
27
T-0"
B
19
22
23
24
8
5.5
51-2"
B
516"
8
18
19
20
21
13'-1"
F
25
25
25
27
6'-7"
C
20
21
23
24
B
6
4'-9"
8
5'-1'
B
19
19
20
21
176"
F
25
25
25
27
6'J'
C
20
21
22
24
B
6.S
4'4"
8
4'-9'
B
19
19
20
21
174"
F
26
26
26
26
5'-11"
D
20
21
22
23
B
7
4'-1"B
B
4'6"
6
19
19
20
21
17-1'
G
Z6
26
26
26
56"
D
20
21
22
23
B
7.5
T-9'
B
4'-1"
8
19
19
19
21
111.6"
G
26
26
26
26
55'
D
.
20
22
23
B
8
3'6'
B
T-10'
8
19
19
19
21
11'-0"
G
26
26
26
26
5'-2"
D
21
21
22
23
B
8.5
3'4"
B
3'-10'
B
19
19
19
20
10'6'
G
26
26
26
25
5'4"
D
21
21
21
23
B
9
Y-2"
B
3'6'
8
19
19
19
20
10'-1"
G
27
27
27
27
4'-10"
D
21
21
21
23
B
9.5
T -W
B
J'6'
B
19
19
19
20
96'"
G
27
27
27
27
4'-T
D
21
27
21
22
30
3
8'-9"
B
7'-1'
8
18
22
23
24
14'-2-
D
23
27
28
30
SW
B
20
25
26
28
B
3.5
T6"
B
6'-10^
6
19
21
23
24
13'6"
D
24
26
28
29
8'6"
6
21
24
26
27
B
4
66•
8
6'-7"
8
20
21
23
24
IY-2'
D
25
26
28
29
7'-10"
B
21
24
26
27
B
4,5
5'-10"
B
6'-1"
B
20
21
22
24
12'-10"
0
26
26
28
29
T-3'
B
21
24
25
27
B
5
11"
B
516'
B
20
21
22
24
176'
E
26
26
27
29
6-10"
C
22
Z3
25
26
8
5.5
4'-9"
B
5'J'
B
20
20
22
23
176"
F
27
27
27
29
6'-5'
D
22
23
25
26
B
6
4'4"
B
4'-11'
B
21
21 .
22
23
11'-11"
F
28
26
28
29
6'-1'
D
22
23
24
26
B
6.5
4'1"
B
4'-T
B
21
21
21
23
11'-9"
G
28
28
28
28
51-9"
O
22
23
24
25
B
7
T-9"
B
4'4'
B
21
21
21
23
11'6'
G
29
29
29
29
5'6"
D
22
22
24
25
B
7.5
3'6'
B
4'-1"
8
21
21
21
22
11'-1"
G
29
29
29
29
5.3'
0
23
23
24
25
B
8
T-3"
B
T-10'
8
21
21
21
22
10-7"
G
29
29
29
29
5.0'
O
23
23
23
25
B
8.5
3'-1'
B
3'6"
8
21
21
21
22
10'-1'
G
29
29
29
29
4'-10"
0
23
23
23
25
B
92'-11'
B
B
3'6•
8
21
21
21
22
9'6"
G
29
29
29
29
4'-7"
0
23
23
23
24
B
8.5
2'-9•
B
3'4"
8
21
21
21
22
'4
9'
G
30
30
30
30
4'S'
D
23
23
23
24
90 MPH EXPOSURE C
40
3
T-2"
B
7 "
B
18
21
23
24
14'-2"
D
23
27
28
30
8'-1"
B
19
24
26
27
3.5
6'-1"
B
6-2"
8
19
21
23
24
13'6'
0
24
26
28
29
T4'
B
20
24
25
27 ,
4
64"
B
5'-7'
B
19
21
22
23
13'-2'
E
25
26
28
29
6'A'
B
20
23
25
26
4.5
4'6"
B
5'-1"
B
19
20
22
23
176"
F
26
26
28
29
6.3"
C
20
23
24
26
5
4'J"
8
416'
B
19
20
21
23
17-3'
F
26
26
27
29
51-10^
D
21
23
24
25
5.5
T-11"
B
4'4•
B
19
20
21
23
11'6"
G
27
27
27
28
5'S
D
21
22
24
25
6
3'-7"
B
4'4"
B
19
20
21
22
11'-0"
G
27
27
27
28
S-2"
D
21
22
24
25
6.5
Y-3"
B
3'.9"
B
19
19
21
22
104"
G
27
27
27
28
4'-11"
D
21
22
23
25
7
3'1"
B
3'6'
B
19
19
21
22
9-10"
G
27
27
27
27
4'4'
D
21
22
23
24
7.5
T-10'
B
3'4"
B
19
19
20
22
9'4"
G
27
27
27
27
4'6'
0
21
21
23
24
8
76"
B
3'-2'
B
20
20
20
22
8'-11"
G
28
28
28
28
4'-3'
D
22
22
1
23
24
8.5
76"
B
3'4"
B
20
20
20
21
8'6'
G
28
28
28
28
4'4'
D
22
22
23
24
9
74' 1
B
1 T-10' 1
B
1 20
1 20
20
21
8'-2'
G 1
28
1 28
28
1 28 11
T-111"
D
22
22 1
22
24
90 MPH EXPOSURE B
May 3, 2011
40
3
T-2"
B
7'-0'
B
16
20
21
22
14'6'
D
21
24
26
27
3.5
6-2"
B
6'-2"
B
17
19
21
22
13'-9"
D
22
24
26
27
C
4.5
4=9"
8
5'-1"
8
17
19
20
21 S�ION
12'6^
F
23
24
25
27
5
4'4"
B
4'6"
B
17
18
20
21
17-3"
F
23
24
25
28
5.5
T-11"
B
4'4"
B
17
18
19
21
111-8"
G
24
24
25
26
6
T-7"
B
4'-0^
B
17
18
19
21
11'-0"
G
24
24
24
26
6.5
3'4'
B
3'-9"
B
17
18
19
20
10'4'
G
.24
24
24
25
7
3'-1^
B
3'6'
B
17
18
19
20
9'-70"
G
24
24
24
25
'
7.5
7-10'
B
3'4"
8
17
17
t9
20
9'-0"
G
24
24
24
25
�-
• 6 0/
`
B
2'6'
B
3'-7
B
17
17
19
20
8'-11'
G
25
25
25
25
8.5
2'6"
B
3'4"
B
17
17
18
20
8161
G
25
25
25
25
/,r,
�� •/
9
74"
B
Y-10"
B
17
17
18
20
8'-2"
G
25
25
25
25
ICC ESR 2676 5/2/2011 Page 39 of 59
C/11 In COVER!; o POST SPACINGS FOR PATIO ANn CnMMFRCIAI COVFRS IN 9n MPH WINn ARFac
20
4'x2.375" I Beam Detail P
6'x4.5" I
Beam Detail
I 0.048"x3"x3" Steel Beam Detail J
TABLE 5.7
Attached Single Freestanding or
22
thea single
Freestanding or Attached Single Freestanding or
14•-r
Span structure MUItiS an Units
23
Span Structure
Multis n Units span structure Mullis an Units
GROUND TRIG POST POST
MAX MAX POST LENGTH
MAX
21
MAX POST LENGTH MAX MAX POST LENGTH
SNOW 'MDTH SPACING RE09
POST MIN FOOTER 6 I 10' ' 17
POST
MIN FOOTER
6 I IT I 17 POST MIN FOOTER B' I 10' I 17
LOAD (FT) ON SLAB FOR
SPACIN POST SIZE CONSTRAINED FOOTS
SPACIN
POST SIZE
CONSTRAINED FOOTS SPACING POST 517E CONSTRAINED FOOTS
(PSF) (FT) SLAB
(FT) TYPE '1r 'd' "d' 'd'
(FT)
TYPE 'C
"C 'd" 'S (FT) TYPE 'd' 'd' 'd' "d"
26
(int (in1 lin) (in)
2e
('in)
(int (int (int (511 (int Ont lel
20
3
11'-10"
B
T-1'
A
18
22
23
24
14•-r
B
23
27
28
30
m-10"
8
21
26
27
29
LIVE
3.5
t0' -r
B
6'-10"
A
19
21
23
24
13'41-
C
24
26
28
2e
10-7
B
22
25
27
26
LOAD
4
8'-11"
B
6'-7"
B
20
21.
23
24
13'-r
D
25
26
28
29
91-V
B
22
25
27
26
ONLY
4.5
T-11"
B
6-5"
B
20
21
23
24
17-10"
D
26
26
28
29
81-9'
8
23
25
26
28
4'
5
T-1"
B
6'J'
B
21
21
23
24
17S"
D
26
26
27
29
81-7
B
23
24
26
27
5.5
6-S
B
6-1"
B
21
21
22
24
17-3"
D
27
27
27
29
71-9'
B
23
24
25
27
6
6-11"
B
6'-0'
B
22
22
22
24
11'-11'
D
28
28
28
29
7'4'
B
23
24
25
27
6.5
SS'
B
V-10"
B
22
22
22
24
111-9"
D
28
28
28
28
Td
C
24
24
25
26
7
S-1'
8
SS
B
22
22
22
23
ITS
D
29
29
29
29
6'-8"
C
24
24
25
26
7.5
014'
B
5-3'
B
23
23
23
23
11'4'
E
29
29
29
29
6'4"
D
24
24
25
26
B
4'S'
8
4'-11'
B
23
23
23
23
11'-1"
F
30
30
30
30
6'-1'
D
24
24
24
26
8.5
4•-7
B
4'-9"
B
23
23
23
23
10'-11'
F
30
30
30
30
6-11"
D
25
25
25
26
9
3-11'
B
4'4"
B
23
23
23
23
101.6"
F
31
31
31
31
5'4"
D
25
25
25
25
9.5
34"
8
4'4"
B
23
23
23
23
1014"
F
31
31
31
31
51S
D
25
25
25
25
103!"
7-10"
B
4'-1'
B
23
23
23
23
10'6'
G
31
31
31
31
5'-3"
D
25
25
25
25
11
3-r
B
3'-10'
B
23
23
23
23
10'J'
G
2
32,
32
32
32
5'-0'
D
251
25 1
25
1 25
25
3
10,41"
B
T6-
8
17
20
21
23
1 SJ'
D
21
25
26
28
10'4-
8
19
23
25
26
SPACIN POST 61ZE CONSTRAINED FOOTS
3.5
9'4'
B
T-5"
B
17
20
21
23
14'-6'
D
22
25
26
27
91S
B .
19
23
24
26
9'
4
8'-r
B
7'-r
B
18 ...
20
21
22
14'-3'
D
23
24
26
27
814'
B
19
22
24
25
Na
4.5
r_r
B
V-11'
B
19
20N
21
22
13'-10'
D
23
24
26
27
8'-1-
B
20
22
24
25
4'
5
66'
B
6'-5'
B
19
19
27
22
136'
D
24
24
26
27
7'-T
B
20
22
23
25
5.5
5'-11-
B
6'-0'
B
19
19
21
22
13-21
D
25
25
25
27
7'-2'
B
20
22
23
24
6
5'S'
B
5'-T
B
19
19
20
22
17-11-
E
25
25
25
27
6'-9-
B
20
21
23
24
6.5
51-0"
B
F-3'
B
19
19
20
21
174-
F
26
26
26
27
616'
C
21
21
23
24
7
4'4"
B
4'-11"
B
19
19
20
21
176'
F
26
26
26
26
6'-1"
C
21
21
22
24
7.5
4'4'
B
4'4'
B
19
18
20
2/
17-r
F
27
27
27
27
6-10-
D
21
21
22
23
8
4'-1"
8
4'-6-B
B
19
19
20
21
11'-11'
G
27
27
27
27
5'-T
D
21
21
22
23
8.5
TAU'
B
4'J'B
B
20
20
20
21
11•S
G
27
27
27
27
51S"
D
21
21
22
23
8
7-7-
B
4'-0'
B
20
20
20
21
11'-0'
G
27
27
27
27
5'-7
D
21
21
22
23
8.5
3'S"
B
3'-10-
B
20
20
20
20
101-7"
G
27
27
27
27
5'-0"
D
21
21
21
23
25
3
9-7"
B
r-1"
B
18
22
23
24
14'-r
D
23
27
28
30
6-T
B
20
25
27
28
SPACIN POST 61ZE CONSTRAINED FOOTS
3.5
6-7
B
6'-10"
B
19
21
23
24
134'
D
24
26
28
29
81-9"
B
21
25
26
28
9'
4
r -r
B
6'4"
B
20
21
23
24
13'-2"
D
25
26
28
29
8'-1"
B
21
24
26
27
Na
4.5
64'
B
6'-5'
B
20
21
23
24
12'-10'
D
26
26
28
29
T4'
B
22
24
25
27
4'
5
514"
B
T-11"
B
21
21
22
24
17S
D
26
26
27
29
7'-0"
B
22
23
25
26
5.5
51-2"
B
5.6'
B
21
21
22
23
17-3'
E
27
27
27
29
6•-7"
C
22
23
25
26
6
*Sr
B
51-1"
B
21
21
22
23
11'-11'
F
28
28
28
29
6'J"
C
22
23
24
26
6.5
4'S'
B
4'-9'
B
21
21
22
23
1114-
F
28
28
28
28
6-11'
D
22
23
24
26
7
4'-1'
B
4'4-
B
21
21'
21
23
11'6
F
29
29
29
29
4'
5'"
D
23
23
24
25
7.5
3-10"
B
4'J'
B
21
21
21
23
11'4-
G
29
29
29
29
51S
D
23
23
24
25
8
3-7'
B
4' 0"
B
21
21
21
22
111-0'
G
30
30
30
30
5'-7"
D
23
23
24
25
8.5
34'
B
T-10"
B
21
21
21
22
101S
G
30
30
10
30
51-0'
D
23
23
23
25
9
3-r
8
3'4'
B
21
21
21
22
101-i'
G
30
10
30
30
4'-10'
D
23
23
23
25
9.531W
B
3'4"
B
21
21
21
22
9'4"
G
30
30
30
30
4'-T
D
23
23
23
24
10
7-10"
B
3'4'
B
21
21
21
22G
G
30
30
30
30
1 4'6'
D
24
24
24
24
GENERALINSTRUGIION5 FOK IHESE IABLES
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR
CALCULATE FROM TRIBUTARY DIAGRAM PAGE 1
6. CHOOSE A HEADER FROM TABLE 5.7 THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.7
ICC ESR 2676 5/2/2011
4"x2.375" I Beam Detail
P
6'x4.5" I Beam Detail 0
0.048x3"x3' Steel Beam Detail J
TABLE 5.7 Attached Sin91e
Freestanding or
Attached single Freestanding or
Attached Freestanding or
span structure
Multis an Units
Span Structure Multis an Units
S Multis an Units
GROUND TR18 POST MAX
MAX POST LENGTH
MAX MAX POST LENGTH
MA% MAX POST LENGTH
SNOW WIDTH SPACIN REO'D POST MIN FOOTER
S.I 10' [ 12'
POST MIN FOOTS 8' I 19 I 17
POST NB4 OOTE 8• I 101 I 17
LOAD (FT) JOPOST
N SLAB FOR SPACIN POST SIZE
CONSTRAINED FOOTER
SPACIN POST 61ZE CONSTRAINED FOOTS
SPACIN PAST SIZE CONSTRAINED FOOTS
(PSF) (FT) SLAG (FT) TYPE 'd'
'd' "d' 'd"
(FT) TYPE 'G "d 'd• "d'
(FT) TYPE 'd' "d' "S 'd"
1511
(511 (int (1
(Int (In) (int I (In)
fin) (in) I (in) I (in)
60
3
4.1 D'
B
5'-r
B
15
19
20
21
12'-9'
F
20
24
25
27
61'
C
16
21
23
24
10'
3.5
4'-2"
8
4'-T'
B
15
18
20
21
12'-1'
G
21
24
25
26
51-91
O
16
21
22
23
9'
4
T -T
B
4'-1'
B
15
1S
10
21
11'-2-
G
21
23
25
26
S-3'
D
16
20
22
23
Na
4.5
T -r
B
3'-9'
8
15
18
19
20
IVA"
G
21
23
24
25
4'-11'
D
17
20
21
23
4'
5
Z-11"
B
T-5'
B
15
17
19
20
9'S"
G
21
22
24
25
4'-r
0
17
20
21
22
5.5
2'-7"
B
3'-2"
B
15
17
19
20
8'-11-
G
22
22
23
25
4'-3-
O
17
20
21
22
6
7S
B
T-11"
B
IS
17
18
20
8'4"
G
22
22
23
24
4'-0'
0
17
19
21
22
6.5
7-7
B
74'
B
15
17
18
19
7'-10"
G
22
22
23
24
3A"
D
17
19
20
22
7
T-1".
B
7-0"
B
15
11
18
19
T-5'
G
22
22
23
24
1
D
17
18
20
22
7.5
1'-11'
8
74'
8
15
17
18
19
7'-0'
G
22
22
22
24
3'-5"
D
17
19
20
21
8
1
V-9'
8
7-3'
B
16
16
18
19
8'S'
G
22
22
22
23
T-3'
D
18
19
20
21
8.5
1'-8"
B
T-1'
B
16
17
18
19
6.4'
G
22
22
22
23
T-1"
D
18
18
20
21
60
3
4'-10"
B
51J"
B
17
20
22
23
1"..
F
22
26
28
29
64'
C
18
23
25
26
10'
3.5
4'-7
B
4'-T
B
17
20
21
23
1Z-1"
G
23
26
27
29
SA'
D
18
23
24
25
9'
4
3-7'
B
4•-1'
B
17
20
21
22
11'-2"
G
24
25
27
28
S-3"
D
18
22
24
25
Na
4.5
3-7
8
3S"
B
1.7
19
21
22
10'4-
G
24
25
26
28
4'-11"
D
19
22
23
25
4'
5
7-11"
B
T-5'
8
17
19
20
22
"1
G
24
24
26
27
4'-7-
D
19
22
23
24
5.5
2'-7"
B
3'1'
B
17
19
20
22
8'-t1-
G
24
24
26
27
4'-3."
0
19
21
23
24
6
7S'
8
7-11-
B
17
19
20
21
14'
G
24
24
25
27
4'-0-
D
19
21
23
24
6.5
Z-2"
B
76'
B
17
18
20
21
T-101'
G
25
25
25
26
34'
D
19
21
22
24
7
1 7-1'
I B
1 2.6' 1
B I
17
1 1e
1 20 1
21 11
TS' I
G 1
25 1
25
1 25
1 26 11
T-7"
1 D
1 20
1 21
22 1
23
OVER-
United Duralume
Post Description
Max POST
Hgt
TABLE 52 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
Twin 0.032"xl.5'x1.5" Scroll
8'
A
AO
Twin 0.024"x2"x2" Scroll
HANG
B
AO
0.032"Post w/ 0.024" Sideplates
10'
PROJECTION OF SINGLE SPAN STUCTURES (FT)
AH
0.032'Post w/0.032"Side fates
12'
D
AH
Clover 0.040"x3"x3" Alum
10'
(FT)
6
7'
e'
9'
10 11' 17 13' 14' 16
1&
1T
18'
19'
20'
21'
27
01
3'
3.S
4'
4.5'
S' 5.5' 6 6.6 T 7.5'
8'
8.51
9'
9.5'
10'
10.5'
11'
1•
3.S
4'
4.S'
S'
5.5 6' 6.5' 7• 7.5' 6
8.5'
9'
9.5'
10
10.5
11'
11.5
21
Na
Na
Na
Na
Na 6.5' r 7.5' 1. 8.5'
9•
9.51
10•
10.5'
11'
11.5'
17
3'
Na
Na
Na
Na
Na n/a We Ne NO n/a
9.5'
10'
10.5'
11'
11.5'
17
125'
4'
Na
n/a
Na
Na
Na Na Na Na Na Na
Na
Na
n/a
Na
Na
12.5'
13
TABLE 5.3 Post Requirements
for Attached Single S an Structures
United Duralume
Post Description
Max POST
Hgt
Detail
Twin 0.032"xl.5'x1.5" Scroll
8'
A
AO
Twin 0.024"x2"x2" Scroll
9
B
AO
0.032"Post w/ 0.024" Sideplates
10'
C
AH
0.032'Post w/0.032"Side fates
12'
D
AH
Clover 0.040"x3"x3" Alum
10'
E
AK
Magnum 0.075"x3"x3" Post
12'
F
AJ
0.048"x3"x3" Steel Clover
1 12' 1
G I
AK
3/16"x3"x3" Steel Square
15'
H
AF
1/4'"'xYx3" Steel Square
15'
I
AF
3116'x4"x4" Steel Square
15'
J
AF
12"x44`x4" Steel Square 1
15
K
AF
TABLE 5.4 Post Requirements for
Freestanding or Multis an Attached Structures
United Duralume
Post Description
Maximum
Footing
Max POST
Height CODE Detail #
0.048"xT 6" Steel Clover
d=
20"
10'
B
AK
0.048"x3"x3" Steel Clover
d=
21"
8'
C
AK
3/16'x3"x3" Steel Square
d=
28"
10'
E
AF
3/16"x3"x3" Steel Square
d=
25"
12'
E
AF
1/4'"x3"x3" Steel Square
d=
28"
12'
E
AF
3/16"x4'x4" Steel Square
d=
30"
12'
G
AF
quare
12"x4"x4" Steel S uare
I d=
3T'
12'
H
AF
12'x4"x4" Steel
I d=
31"
1 15'
H I
AF
Note: Post Codes in Tables 5.3 and 5.4 are different for identical
8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN
United Duralume
TABLE 5.7 AND 5.3. UPGRADE THE POST IF THE HEIGHT
350 S. Raymond Ave
IS NOT SUFFICIENT.
Fullerton, CA
FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4
9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 AND/OR TABL 7.7
Carl Putnam, P. E.
10. USE THE APPROPRIATE DETAILS (A -BE). DETAILS MAY REQUIRE THE POST TO BE UPGRADED.
3441 Ivyllnk Place
Lynchburg, VA 24503
FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN
carioutnam0comeast.net
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.7
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
SLAB 9. FOLLOW 9-10 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR POST SPACING ON SLAB REQUIREMENTS INSTEAD OF THESE TABLES
Page 40 of 59
May 3, 2011
SOLID COVER 5.0 POST SPACINGS FOR PATIn Ahin CnMMFRCIAL COVERS IN 90 MPH WINn ARFAS
77.5" 1
TABLE 5.8
Beam Detail R
10"x5.5" 1 Beam Detail T
Attached Single
Freestanding or
8
Attached Single
Freestanding or
29
span structure
Multis an Units
B
Span Structure
Mullis an Units
GROUND
TRIG
POST
POST MAX
79'-5"
B
MAX POST LENGTH
MAX
24
24
MAX POST LENGTH
SNOW
WIDTH
SPACING
REO'D POST
MIN
FOOTER
8' I 17 ' 15'
POST
MIN
FOOTER
8' I IT I 15'
LOAD
(FT)
ON SLAB
FOR SPACING
POST
SIZE
CONSTRAINED FOOTER
SPACING
POST
BIZE
CONSTRAINED FOOTS
(PSF)
ONLY
(FT)
SLAB (FT)
TYPE
"d"
"d" I "d" I "d"
(FT)
TYPE
'0'
"d" "d" 'd"
29-T
D
27
27
30
(in)
(in) (in) (in)
5
13'-T'
(In)
(int (in) (in)
10
3
22'6"
B
20'-1"
8
23
2527
29
29
2Z -B"
B
24
27
30
32
LIVE
3.5
79'-5"
B
191•5"
B
24
24
27
29
21'-10"
B
25
27
30
32
LOAD
4
17'.W
B
16'-9"
B
25
25
27
29
21'-2"
B
26
27
30
32
ONLY
4.5
15'-1"
B
18'-7
B
26
25
27
29
29-T
D
27
27
30
31
5
13'-T'
B
1T-10"
C
26
26
27
29
20'-7
D
27
27
29
31
5.5
4
12'"
B
1T-5"
D
27
27
27
28
19'-8'
D
28
28
29
31
6
11'4"
B
17'-0"
D
28
28
28
28
19'3'
D
29
29
29
31
6.5
105"
B
16'2-
D
28
28
28
28
18'-11'
D
29
29
29
31
7
9'2"
B
16'4-
D
29
29
29
29
18'-7'
D
30
30
30
31
7.5
9'-1"
B
IT -2'
D
29
29
29
29
163"
D
30
30
30
31
8
8'6"
B
15'-11'
D
30
30
30
30
16-0"
D
31
31
31
31
8.5
8'-0"
B
15'2'
D
30
30
30
30
1T -e"
D
31
31
31
31
9
T6"
B
15'-5'
D
31
31
31
31
1T6"
D
32
32
32
32
90 MPH EXPOSURE B
9.5
T-7
B
15'3'
D
31
31
31
31
1T3"
E
32
32
32
32
B
10
6'S"
8
15 -1"
D
31
31
31
31
-0
1T'
F
33
33
33
33
B
11
6'-2"
B
14'2'
E
32
32
32
32
16'6-
F
34
34
34
34
B
12
S2'
B
141-5'
F
33
33
33
32
16'4"
G
34
34
34
34
B
1J
S-2"
B
id' -1'
F
34
34
34
32
1640'
G
35
35
35
35
10
3
276"
B
18'-7'
B
25
26
29
29
21'-1'
6
26
29
32
32
LIVE
3.5
19's"
B
1T-11"
B
26
26,
29
29
20.4"
0
28
29
32
32
LOAD
4
17'-0"
B
17'-5'
C
27
27
29
29
17-81
D
28
29
32"7
32
ONLY
4.5
15'-1"
B
16'-10'
D
28
28
29
29
19'
D
29
29
32
31
5
13'-7"
B
6
16."
D
29
29
29
29
18'2"
D
30
30
31
31
5.5
17
8
16'-1"
D
30
30
30
28
34"
18'"
D
31
31
31
31
6
11'4"
B
15'-10"
D
30
30
30
28
17'-11'
D
32
32
32
31
6.5
101-5"
B
S
151'
0
31
31
31
28
1T6"
D
32
32
32
31
7
66"
B
15'3'
0
32
32
32
29
17-7
D
33
33
33
31
7.5
9'-1^
B
14'-11'
D
32
32
32
29
16-11'
E
33
33
33
31
6
66"
B
141.9'
D
33
33
33
30
16'6"
F
34
34
34
31
8.5
8'-0"
B
14'1"
E
33
33
33
30
16S'
F
34
34
34
31
9
T6"
8
14'4"
E
34
34
34
31
16-2"
F
35
35
35
32
90 MPH EXPOSURE B
9.5
T-2"
B
14'-V
F
34
34
34
31
16-W
G
35
35
35S
32
B
10
6'"
B
13'-10'
F
34
34
34
31
165"
G
36
36
36
33
B
11
8'-2"
B
1T-7'
F
35
JS
35
32
151-5"
G
37
37
37
34
B
12
T-1
8
13'3"
G
36
36
36
32
15'-t'
G
38
38
38
34
B
17
6-2"
8
13'6'
G
37
37
37
32
14'•9'
G
38
38
38
35
20
3
11'-10"
B
20'-1'
D
23
25
27
29
272'
0
24
27
30
32
LIVE
3.5
16-7
B
19'-5"
D
24
24
27
29
21'-10"
D
25
27
3D
32
LOAD
4
8'-11"
B
18'-9"
D
25
25
27
29
21'-2'
E
26
27
30
32
ONLY
4.5
T-11"
B
18'-7
D
26
26
27
29
20'-7-
F
27
27
30
31
5
7'-1"
B
17'-10"
F
26
26
27
29
26.7
F
27
27
29
31
5.5
6'-5"
B
17'S'
F
27
27
27
28
19'6-
G
28
28
29
31
65'-11"
4'S"
B
17'-0'
F
28
28
28
28
19'3-
G
29
29
29
31
6.5
5'S"
0
1S-8'
G
28
28
28
28
18'-11"
G
29
29
29
31
7
5'-1"
B
16'4"
G
29
29
29
29
18'-71
G
30
30
30
31
7.5
41"
B
16'1"
G
29
29
29
29
18'3'
G
30
30
30
31
8
4'S"
B
15'-11"
G
30
30
30
30
18'-0"
G
31
31
31
31
8.5
4'-2"
B
15'-8-
G
30
30
30
30
IT -9"
G
31
31
31
31
9
T-11"
B
1515"
G
31
31
31
31
1T6-
G
32
32
32
32
90 MPH EXPOSURE B
9.5
3'S"
B
1513'
G
31
31
31
31
17'3-
G
32
32
32
32
B
10
3'6"
B
15'-1'
G
31
31
31
31
1T-0"
G
33
73
33
33
B
11
X-2"
B
14'-1"
G
32
32
32
32
16'6'
G
34
34
34
34
B
127-11"
G
B
13'-2'
G
32
32
32
32
16'4"
G
34
34'4
4.5
34
B
17
2'1"
a
12'-5'
G
32
32
32
32
27
H
35
35
35
35
ICC ESR 2676 5/2/2011
T'x5.5" I Beam Detail R
TABLE 5.8 Attached Single Freestanding or
10"x5.5" I Beam Detail T
9'6'
Attached Freestanding or
Span Structure Multispan Units
D
Structure Multispan Units
GROUND
TRIB
POST
POST MAX
E
MAX POST LEI4GTH
MAX
70
MAX POST LENGTH
SNOW
WIDTH
SPACINGREDID
POST
MIN
FOOTS 8' ' 17 .1 15'
POST
MIN
FOOTS 8' I 1Z I 15
LOAD
(FT)
ON SLAB
FOR SPACINGPOST
27
SIZE CONSTRAINED FOOTER
SPACIN
POST
SIZE CONSTRAINED FOOTS
(PSF)
B
(FT)
SLAB (FT)
TYPE
"C 'd" I 'd" "d'
(FT)
TYPE
'd' .1 'd' "Q.
G
26
27
30
32
lin) (in) (int (I)
4.5
6'4"
(in) (in) (in) (in)
30
3
9'6'
B
20'-1'
D
23
25
27
29
27-8'
E
24
27
70
32
3.5
8'-7
B
19'-5"
E
24
24
27
29
21'-10'
F
25
27
30
32
4
T•1"
B
18'-9"
F
25
25
27
29
21'-2"
G
26
27
30
32
4.5
6'4"
B
16'-7
F
26
26
27
29
20-7'
G
27
27
30
31
5
62"
B
1T-10"
G
26
26
27
29
20'-2"
G
27
27
29
31
5.5
T-7'
B
17'-3"
G
27
27
27
28
IT -81
G
28
28
29
31
6
4'S"
B
1619"
G
27
27
27
28
19'3'
G
29
29
29
31
6.5
4'4"
B
16'4"
G
28
28
28
28
18'-11-
G
29
29
29
31
7
4'-1"
B
15'-11"
G
28
28
28
28
18'-T
G
30
30
30
31
7.5
3'S"
B
15'6"
G
29
29
29
29
18'-3"
G
30
30
30
31
8
T-6"
B
14'-10"
G
29
29
29
29
18'-0"
G
31
31
31
31
8.5
3'4'
B
14'-2"
G
29
29
29
29
S
17'"
G
31
31
31
31
9
3'-Z'
B
13'-7"
G
29
29
29
29
1T6"
G
32
32
32
32
90 MPH EXPOSURE B
9.5
T.0'
B
13'-0"
G
29
29
29
29
16'-9"
G
32
32
32
32
30
3
8'S"
B
18'-T
D
25
26
29
31
21'-1'
E
26
29
32
34
3.5
716"
8
1T-11"
E
26
26
29
31
204"
F
28
29
32
34
4
6'6"
B
17'6"
F
27
27
29
31
17-8"
G
28
29
32
34
4.5
5'-10"
B
16-10"
G
28
28
29
31
19-7
G
29
29
32
34
5
5'-T
8
16'6"
G
29
29
29
31
18'6"
G
30
30
31
37
5.5
4'-9'
B
16'-1"
G
30
30
30
30
18'-3'
G
31
31
31
33
6
4'4"
8
15'-10"
G
30
30
30
30
1T-11"
G
32
32
32
33
6.5
4'-W
B
15'-5"
G
31
31
31
31
1761
G
32
32
32
33
7
3'S"
8
15'-3'
G
32
32
32
32
IT -Z"
G
33
33
33
33
7.5
3'6"
B
14'-11"
G
32
32
32
32
16.11"
G
33
33
33
33
8
3'-3"
B
14'3"
G
32
32
32
32
162'
G
34
34
34
34
8.5
T-1"
B
13'-7"
G
32
32
32
32
16'-5'
G
34
34
34
34
9
7-11"
B
131-0"
G
33
33
33
33
16-7
G
35
35
35
35
90 MPH EXPOSURE B
9.5
7S"
B
12'6'
1 G
33
1 33
33
33
16'-0-
M
1 35
1 35
35
35
40
'"•3 ••N7'•7
V•"VB
IB' -T'
F
25
26
29
31
21'-1'
G
26
29
32
34
3.5
8'-1"
B
.17'-11"
G
26
26
29
312014'
G
28
29
32
34
4
5'4"
B
1T4"
G
27
27
29
31
19'4-
G
28
29
32
34
4.5
4'S"
B
16'2"
G
28
28
29
31
16-7
G
29
29
32
34
5
4'3'
B
16'-1"
G
29
29
29
30
1816'
G
30
30
31
33
5.5
TA V
B
15'-7"
G
29
29
29
30
18'3"
G
31
31
31
33
6
T -T
B
/4'-10"
G
30
30
30
30
17'-11'
G
32
32
32
33
6.5
3'3"
B
IT -11"
G
30
30
30
30
1T6"
G
32
32
32
33
7
3'4'
B
13'-2"
G
30
30
30
30
1T-0"
G
33
33
33
33
7.5
7-10"
B
176"
G
30
30
30
30
16'-7
H
33
33
33
37
6
212"
B
11'-11"
G
30
30
30
30
15'4"
H
33
33
33
33
8.5
2'6"
B
11'-S
G
31
31
31
31
14'2'
H
33
33
33
33
9
1 2'4" 1
B
10'-11"
G
1 31
1 31
31
31
14'-0' 1
H
1 33
1 33
33
1 33
90 MPH EXPOSURE B
40
3
7'•2"
B
19'-1"
F
23
24
27
29
272"
G
24
27
30
32
3.5
T-7
B
18'-7
G
24
24
27
29
21'-10"
G
25
27
30
32
4
51$
B
174"
G
24
24
27
28
21'-7
G
26
27
30
32
4.5
4'S"
B
16'2"
G
25
25
26
28
20'-T
G
27
27
30
31
5
4'4"
B
16'-1"
G
26
26
26
28
20'-7
G
27
27
29
31
5.5
Y-11"
B
15'-T'
G
26
26
26
28
18'21
G
28
28
29
31
6
3'-7"'
B
14'-10"
G
26
26
26
27
IT -1"
G
29
29
29
31
6.5
3'4"
B
17-11"
G
27
27
27
27
18'-0"
G
29
29
29
30
7
3'-1"
B
13'-7'
G27
27
27
27
1T -V
G
29
29
29
30
7.5
7-10"
B
12'6"
G
27
27
27
27
16-7
G
29
29
29
30
8
75"
B
11'-11"
G
27
27
27
27
15'4"
H
29
29
29
29
8.5
Z6"
B
11'-5"
G
27
27
27
27
14'-8"
H
30
30
30
30
9
74"
B
10'-11"
G
127
27
27
27
14'-0"
H
30
30
30
30
Page 41 of 59
May 3, 2011
JJJ 11
VIL �Q.
FCA-wo ;
I
SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREA:
T'x5.5" 1 Beam Detail R
TABLE 5.8 Attached Single Freestanding or
10"x5.5" I Beam Detail
T
Attached Single
Freestanding or
Span Structure MWGs an Units
span s0uctura
Mullis Units
GROUND
TRIG
POST
POST MAX
MAX POST LENGTH
MAX
32
MAX POST LENGTH
SNOW
WIDTH
SPACING
REO') POST MIN
FOOTER 8' I 1Y I 15'
POST MIN
FOOTER
e' I 17 ' 15'
LOAD
(FT)
ON SLAB
FOR SPACINGPOST
SIZE CONSTRAINED FOOTS
SPACINGPOST
SIZE
CONSTRAINED FOOTS
(PSF)
4
(FT)
SLAB IFT) TYPE
'd' 'C "d' 'd"
(FT) TYPE
'd"
"d' "d' 'd'
29
31
191-8'
D
(in) (in) (in) (in)
29
(In)
(in) (In) (m)
90 MPH EXPOSURE C
20
3
11'•10'
B
18'-7'
D
25
26
29
31
21'-1'
0
26
29'
32
34
LIVE
3.5
10'-2'
B
1T-11'
D
26
26
29
31
20'-0"
D
28
29
32
34
LOAD
4
8'-11"
B
17'5-
D
27
27
29
31
191-8'
D
28
29
32
34
ONLY
4.5
T-11'
B
16'-10'
D
28
28
29
31
19'-2"
E
29
29
32
34
Na
5
T-/'
B
165-
0
29
29
29
31
1815"
F
30
30
31
33
Na Na Na We Na We
5.5
6'-5-
B
16'•1"
F
30
30
30
30
18'•3'
F
31
31
31-
33
We
6
5'-11"
B
151-10-
F
30
30
30
30
1T-11'
G
32
32
32
33
6.5
5-5"
B
15'-5'
F
31
31
31
31
1T5"
G
32
32
32
33
7
5'-1"
B
151-3-
G
32
32
32
32
17-2"
G
33
33
33
33
7.5
4'-9"
B
14'-11'
G
32
32
32
32
16'-11'
G
33
33
33
33
8
4'•5"
B
14'-9"
G
33
33
33
33
15-0'
G
34
34
34
34
8.5
4'-7'
B
14'5'
G
33
33
33
33
16'-5'
G
34
34
34
34
9
7-11"
B
14'-0'
G
34
34
34
34
16'-2"
G
35
35
35
35
9.5
3'-0"
8
14'-0"
G
34
34
34
34
16'-0"
G
35
35
35
35
10
3'S"
B
13'-10'
G
34
34
34
34
15'-9'
G
36
36
38
36
11
3'-2"
B
13'•7'
G
35
35
35
35
151-8'
G
37
37
37
37
90 MPH
25
3
10'-11"
B
20'-1"
D
23
25
27
29
22'S"
D
24
27
30
32
MAX
3.5
9'-4"
8
19'-5"
D
24
24
27
29
21'-10"
E
25
27
30
32
LOAD
4
8'-2"
B
18'-9'
D
25
25
27
29
21'-Y
F
26
27
30
32
'd' "d" 'd"
4.5
7'-3"
B
18'-2'
F
26
26
27
29
20'-7"
F
27
27
30
31
Na
5
6'S"
B
17'-10'
F
26
26
27
29
20-Y
G
27
27
29
31
Na Na Na We Na We
5.5
5'-11"
B
17'4"
G
27
27
27'
28
W-8,
G
28
28
29
31
We
6
5'-5"
B
171-0"
G
28
28
28
28
19'-3"
G
29
29
29
31
6.5
51-0"
B
16'-81
G
28
28
28
28
18'-11"
G
29
29
29
31
7
4'S"
B
16'-4'
G
29
29
29
29
18'-7'
G
30
30
30
31
7.5
4'-0"
B
16'-2"
G
29
29
29
29
18'-3'
G
30
30
30
31
8
4'-1"
a
15'-10'
G
30
30
30
30
16'-0"
G
31
31
31
31
8.5
T-10"
B
15141
G
30
30
30
30
1T -T
G
31
31
31
31
9
3'•7'
B
14'-10"
G
30
30
30
30
1T5'
G
32
32
32
32
8.5
3'S'
B1
14'•3'
G
1 30
1 30 1
31) 1
30 11
1T-3'
1 G
32
1 32 1
32
1 32
90 MPH EXPOSURE C
25
3
9'-T'
B
18'-7"
D
25
26
29
31
21'-1'
D
2b
29
32
34
MAX
3.5
8'-2"
B
17'-11'
D
26
26
29
31
204"
F
28
29
32
34
LOAD
4
1-2"
B
17'.5"
E
27
27
29
31
19'4'
F
26
29
32
34
'd' "d" 'd"
4.5
6'4'
8
16'-10'
F
28
28
29
31
19-7
G
29
29
32
34
Na
5
51-9"
B
16'4"
G
29
29
29
31
185'
G
30
30
31
33
Na Na Na We Na We
5.5
5'-2'
B
16'-1"
G
30
30
3D
30
18'-3'
G
31
31
31
33
We
6
41"
B
15'-10'
G
30
30
30
30
17'-11"
G
32
32
32
33
6.5
4'4"
B
15'-5'
G
31
31
31
31
1714-
G
32
32
32
33
7
4'-1"
8
15'-3"
G
32
32
32
32
17'-2"
G
33
33
33
33
7.5
TAG"
8
14'-11"
G
32
32
32
32
16'-11'
G
33
33
33
33
8
T-7'
B
14'-9'
G
33
33
33
33
15-8-
G
34
34
34
34
8.5
3'"
B
14'-2'
G
33
33
33
33
16'4"
G
34
34
34
34
9
3'-2"
B
13'-7'
G
33
33
33
33
16'-2"
G
35
35
35
35
9.53'-0"
B'
13'-0"
G
33
33
33
33
16'-0"
G
35
35
35
35
10
7-10"
8
12'4'
G
33
33
33
33
15'•9'
G
36
36 1
36
1 36
GENERAL INSTRUCTIONS FOR THESE TABLES
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
S. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR
CALCULATE FROM TRIBUTARY DIAGRAM PAGE 1
6. CHOOSE A HEADER FROM TABLE 5.8 THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.8
ICC ESR 2676 5/2/2011
TABLE 5.8
Tx5.5" I Beam Detail R
10'x5.5" I Beam Detail T
Attached Single
Freestanding or
G
Attached Freestanding or
24
span swchne
Mullis an Units
22'5'
Structure MutUs an Units
GROUND
TRIG
POST
POST
MAX
3.5
MAX POST LENGTH
MAX
15-11"
MAx POSTLENGTH
SNOW
WIDTH
SPACIN
REOV
POST MIN
FOOT
8' I 17 .1 15'
POST
MIN
FOOTS B. I 17 I 15
LOAD
(FT)
ON SLAB
FOR
SPACING POST
SIZE
CONSTRAINED FOOTER
SPACING
POST
612E CONSTRAINED FOOTS
(PSF)
G
(FT)
SLAB
(FT) TYPE
'd"
'd' "d" 'd"
(FT)
TYPE
'd' "Q' 'd" "B
17-10"
G
23
23
25
(in)
(in) (In) lin)
G
26
lint (in) (in) (m)
90 MPH EXPOSURE B
60
3
4'-10"
B
16-10'
G
22
24
26
28
22'5'
G
24
27
30
32
AH
3.5
4'-2"
B
15-11"
G
23
23
26
28
21'5'
G
25
27
30
32
19'
4
3'-T
B
15'-1"
G
23
23
26
28
17.61
G
25
26
29
31
it'
4.5
T-2"
a
17-10"
G
23
23
25
27
17'•10'
G
26
26
29
30
Na
5
7-11"
B
17-10"
G
24
24
25
27
16'-6'
H
26
26
28
30
Na Na Na We Na We
5.5
7-7-
B
11'-11"
G
24
24
25
26
15'-4'
H
26
26
28
29
We
674'
74"
6
11'-7'
G
24
24
24
26
14'-0'
H
26
26
27
29
6.5
7-2"
B
105"
G
24
24
24
26
13'5-
H
26
26
27
29
7
7-1"
B
T-10"
G
24
24
24
2512'-8'
175' I
H
26
26
27
28
7.5
1'-11"
B
9'-4"
G
24
24
24
25
11'-11'
H
26
26
26
28
8
1'-91'
1
8
I
8'-10"
G
24-
24
1
24
1
25
1
114"
H
1
27
27
27
28
8.5
11-8"
B
81•5'
G
25
25
25
25
10'-9"
H
27
27
27
27
90 MPI
60
3
4'-10"
B
16'-10"
G
25
26
29
31
21'-1-
G
26
29
32
34
AH
3.5
4'-2"
B
15'-11"
G
25
25
29
30
2014"
H
28.
29
32
34
19'
4
Y-7'
B
15'-1"
G
26
26
28
30
1915"
H
28
29
32
34
it'
4.5
3'-2"
B
13'-10"
G
26
26
28
30
17'-10'
H
29
29
31
33
Na
5
7-11'
B
12'-10"
G
27
27
27
29
IV -6"
H
29
29
31
33
Na Na Na We Na We
5.5
7-7"
B
11'-11"
G
27
27
27
29
15'-0"
H
29
29
30
32
We
6
74"
8
11'-7'
G
27
27
27
28
14'-4"
H
29
29
30
32
6.5
7-7'
B
1015"
G
27
27
27
28
13'S"
H
29
29
29
31
7
1 7-1"
I B
I T-10'
I G
1 27
1 27
1 27
1 28 11
175' I
H
1 30
1 30
1 30
1 31
OVER-
United Duralume
Post Description
Max POST
H t
TABLE 52 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
Twin 0.032'x1.5"x1.5" Scroll
8'
A
AO
Twin 0.024'x2"x2" Scroll
HANG
B
AO
0.032"Post w/ 0.024" Sideplates
10'
PROJECTION OF SINGLE SPAN STUCTURES (FT)
AH
0.032"Post w/ 0.032" Side fates
12'
D
AH
Clover 0.040'x3"x3" Alum
10'
(FT)
6'
T
8'
9'
10' 11' 12' 13' 14' 15
16'
17'
18'
19'
20
21'
27
0
3'
3.5'
4'
4.5'
5' S.5 6' 6.5' T 7.5'
S
8.5'
9'
9.5'
10'
10.5'
it'
1'
3.5'
4'
4.5
S
5.5' 6' 6.5' 7' 7.5' 8'
8.5'
9'
9.5'
10
10.5
11'
11.5
Y
Na
Na
Na
Na
Ne 6.5 T 7.5' 8' 8.5'
9
9.5'
10
10.5'
11'
11.5'
17
3'
Na
We
Na
Na
Na Na Na We Na We
9.5'
10
10.5
11'
11.5'
12'
125'
4'
Na
Na
Na
Na
Na Na ' Na Na Na Na
Na
Na
We
Na
Na
12.5'
13'
TABLE 5.3 Post Requirements
for Attached Single Span Structures
United Duralume
Post Description
Max POST
H t
Detail
Twin 0.032'x1.5"x1.5" Scroll
8'
A
AO
Twin 0.024'x2"x2" Scroll
8'
B
AO
0.032"Post w/ 0.024" Sideplates
10'
C
AH
0.032"Post w/ 0.032" Side fates
12'
D
AH
Clover 0.040'x3"x3" Alum
10'
E
AK
Magnum 0.075'x3"x3" Post
12'
F
AJ
0.048'7r3'x3" Steel Clover
12'
G
AK
3116"x3"x3" Steel Square
15'
H
AF
1/4-`x3"6" Steel Square
15'
1
AF
3/16"x4"x4" Steel Square
15'
J
AF
1/2"x4"x4" Steel Square
15'
K
AF
8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN
United Duralume
TABLE 5.8 AND 5.3. UPGRADE THE POST IF THE HEIGHT
350 S. Raymond Ave
IS NOT SUFFICIENT.
Fullerton, CA
FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4
9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 AND/OR TABLE 7.7
Carl Putnam, P. E '
10. USE THE APPROPRIATE DETAILS (A -BE). DETAILS MAY REQUIRE THE POST TO BE UPGRADED.
3441 Ivylink Place
Lynchburg, VA 24503
FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN cariputnamilDcomcastnet
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.8
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
SLAB 9. FOLLOW 9-10 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR POST SPACING ON SLAB REQUIREMENTS INSTEAD OF THESE TABLES
Page 42 of 59
Attached Structures
SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAE
0.042"xSW" Box Beam Detail L
TABLE 6.1 Attached Surg1e Freestanding or
Double 0.042"x3"x8" Beam Detail M
Double 0.032"x2"x6.5•' Beam
Detail K
Attached single Freestanding or
Attached Single Freestanding or
Span Structure Mullis an Units
Attached Single
Freestanding or
Spanstructure Mullis an Units
MAX MAX POST LENGTH
Span Structure M,11,,n Units
SNOW WIDTH SPACINGREO'D POST MIN FOOTER8' I 10 • I 17
span structure
Mulls an Units
GROUND
TRIB
POSTPOST
MAX
(FT) TYPE 'd "d •d "d
(FT) TYPE -T 'd 'd 'd
MAX POST LENGTH
MAX
(m) lint fin) lin)
MAX POST LENGTH
MAX
21
25
MAX POST LENGTH
SNOW
WIDTH
SPACING
REO'D POST
MIN
FOOTER
e' I 10' I 12'
POST
MIN
FOOTER S.I 10 I 17
POST
MIN
FOOTER
8' I f0' I 17
LOAD
(FT)
ON SLAB
FOR SPACIN
POST
SIZE
CONSTRAINED FOOTE
SPACIN
POST
SIZE CONSTRAINED F
SPACING
POST
SIZE
CONSTRAINED FOOTER
(PSF)
A
(FT)
SLAB (FT)
TYPE
'd'
"d 'd 'd
(FT)
TYPE
'0' "d 'd "d
(FT)
TYPE
'd
-d-
d
28
17-7"
B
25
27
(in)
(in)
(in) IE+1 fin)
8'-2"
A
(In) (in) (in) (In)
24
25
lint
(in) 1�1 llnl
0.042"x3"x8" Box Beam Detail L
Double 0.042"x3"x8" Beam Detail M
Double 0.0329x2'4.5" Beam Detail K
TABLE 6.1 -1-1d single I Freestanding or
Attached single Freestanding or
AIIagle tlled sinFreestanding or
Span Structure Mullis an Units
Seen structure Multis an Units
span Structure Multispan Units
GROUND TRIB POST POST MAX MAX POST LENGTH
MAX MAX POST LENGTH
MAX MAX POST LENGTH
SNOW WIDTH SPACINGREO'D POST MIN FOOTER8' I 10 • I 17
POST MIN FOOTER 8' I 10117
POST MIN FOOTIER 8' I 10 I 17
LOAD (FT) ON SLAB FOR SPACINPOST SIZE CONSTRAINED FOOTER
SPACING POST 612E CONSTRAINED FOOTEF
SPACINC POST SLM CONSTRAINED FOOTE
(PSF) (FT) SLAB (FT) TYPE "d 'd 'd' 'd
(FT) TYPE 'd "d •d "d
(FT) TYPE -T 'd 'd 'd
(in) (in) (in) fin) Iilnl
(in) (in) (in)
(m) lint fin) lin)
- MPH Flt ones - P 110 MPH FXPOSURF R
10
3
276" B
1019"
A
.21
26
28
29
15'-9"
8
24
28
30
32
10.6•
A
21
25
27
28
LIVE
3.5
19'5" B
9.9"
A
21
25
27
29
14'-6"
B
24
28
30
31
T-7-
A
21
25
26
28
LOAD
4
17'-0" B
8'-11'
A
22
25
27
28
13'5"
B
25
27
29
31
8'-19'
A
22
24
26
27
ONLY
4.5
15'-1" B
8'-3"
A
22
25
26
28
17-7"
B
25
27
29
30
8'-2"
A
22
24
25
27
23
5
13'-T' B
7'-8'
B
22
24
26
27
11'-10'
B
26
27
28
30
T6"
B
22
23
25
28
B
5.5
12'1' B
7'-2"
B
22
24
25
27
11'-2"
B
16
26
28
29
T-2'
B
22
23
25
26
5'6"
6
11'41* 8
6'"9"
B
23
24
25
26
10'-7-
B
26
28
28
29
6'6'
B
23
23
24
26
30
6.5
1015" B
61•
B
23
23
25
26
10'-1"
B
27
27
27
28
64'
B
23
23
24
25
28
7
9'6" B
61"
B
23
23
25
26
9'-7"
B
27
27
27
28
6'-1"
B
23
23
24
25
28
7.5
9'-1" B
5'-9'
B
23
23
24
26
9'-2"
C
27
27
27
28
51-9"
B
23
23
24
25
28
8
8'-6" B
5'-5'
B
23
23
24
25
8'-10"
C
27
27
27
28
56
B
23
23
23
26
D
8.5
8'-0" 8
5'-2"
8
23
23
24
25
6-5
C
27
27
27
28
56"
B
23
23
23
25
6'-9"
9
T6" B
5'-0"
B
23
23
24
25
8'-2"
D
28
28
28
28
51-0"
B
23
23
23
24
26
9.5
7'-7' B
4'•9'8
B
23
23
23
25
T-10'
D
28
28
28
28
4'-10"
8
24
24
24
24
24
10
61" B
4'-7'
B
24
24
24
25
T-7"
0
28
28
28
28
4'-T
8
24
24
24
24
24
11
6'-7' 8
4'-2'
B
24
24
24
24
7'-1"
D
28
28
28
28
41 r
B
24
24
24
24
24
12
66" 8
3'"11'
B
24
24
24
24
6'-8"
D
28
2828
29
28
4'-0'
0
24
24
24
24
B
17
S-7' 6
3'-6'
B
24
24
24
24
6-3"
D
29
28
29
29
3'-9'
B
24
24
24
24
10
3
27-8" B
10'-2'
A
21 • -
26
28
29
15'-0'
8
24
29
31
32
10-0'
A
21
25
27
26
E
3.5
195" B
9'-Z•
A
22
26
27
29
13'-10'
8
25
28
30
31
0-1"
A
22
25
26
28
LOAD
4
17'-0" B
B' -S•
A
22
25
27
28
176"
B
25
28
29
31
94'
A
22
24
26
27
ONLY
4.5
15'-1" B
T.9"
0
22
25
26
28
11'-11'
B
26
27
29
30
T -e"
B
22
24
26
27
23
5
13'-7" B
7'-3-
B
22
24
26
27
11'-T
B
25
27
29
30
T-2"
B
22
24
25
27
B
S.S
174" B
6'-9"
8
23
24
26
27
10-7-
B
26
27
28
30
6'-9"
B
23
23
25
26
5'6"
6
11'4" B '
6A'
B
23
24
25
27
10'-0'
B
27
27
28
29
64'
B
23
23
25
26
30
6.5
19-518
6-0 "
B
23
24
25
26
9' 6'
B
27
27
28
29
64"
B
23
23
.24
26
28
7
96" B
5'-8'
B
23
23
25
26
9'-1"
C
27
27
27
29
5•8'
8
23
23
24
25
28
7.5
9'-1' B
51"
B
23
23
25
26
816'
C
27
27
27
29
5'S
8
23
23
24
25
28
6
8'6" B
5'-1'
B
23
23
24
26
8'-0'
D
28
28
28
28
S-1"
B
23
23
24
25
D
8.5
6-0" B
4'-10•
B
24
24
24
25
8'-0"
D
28
28
28
28
4'-11'
B
24
24
24
25
6'-9"
9
T6" B
4'.7'
B
24
24
24
25
71-8"
D
28
28
28
28
4$
B
24
24
24
25
26
9.5
7'-2" B
4'-5"
B
24
24
24
25
T-5"
D
28
28
28
28
4'6'
B
24
24
24
24
24
10
8'•9" B
4'-3'
B
24
24
24
25
7'-1"
D
28
28
28
28
4'4'
B
24
24
24
24
24
11
6'-2" B
3'41-
B
24
24
24
25
6'6"
D
28
28
28
28
4'-0'
B
24
24
24
24
24
12
516" B
3'-7"
B
24
2424
29
24
6'-3'
D
2B
29
29
29
3-r'
'- r
B
24
24
24
24
B
13
5'-2" B
3'-4"
B
24
24
24
24
5'-10'
D
29
29
29
29
3'S
B
24
24
24
24
OS MPH FXPOSLIRF f
10
3
27-8"
B
e'•9•
A
22
27
29
30
13'-2'
B
25
30
32
33
V-8"
A
22
26
28
29
LIVE
3.5
191-5"
B
7'•11'
B
22
27
28
30
17-1"
B
26
29
31
32
T-10'
B
22
26
27
29
LOAD
4
17'-0"
B
7'-2'
B
23
26
28
29
11'-2"
8
26
29
30
32
7* -2'
B
23
25
27
28
ONLY
4.5
15'-1"
B
6'-T
B
23
26
27
29
10'4"
B
27
28
30
31
6'-T
B
23
25
26
28
5
13'-7"
8
6'-1"
B
23
25
27
28
96"
8
27
28
28
31
6'4"
B
23
24
26
27
5.5
174"
B
5'-8'
B
23
25
26
28
9'-1"
C
27
27
29
31
5'6"
B
23
24
26
27
6
11'4"
8
5'A•
B
23
24
25
28
8'-T
C
28
28
29
30
5'4"
8
24
24
25
27
8.5
1015"
B
5'-0'
B
24
24
26
27
8'-2"
D
28
28
28
30
5'-0"
8
24
24
25
27
7
9'6"
B
4'-B'
B
24
24
25
27
T-9'
D
28
28
28
30
4'-0'
B
24
24
25
26
7.5
9'-1"
8
1-5"
B
24
24
25
27
7'S"
O
28
28
28
29
4'6"
B
24
24
25
26
8
8'6"
B
4'-2"
B
24
24
25
26
7'-1"
D
28
28
28
29
4-3-
B
24
24
24
26
8.5
8'-0"
B
4'-0'
B
24
24
25
26
6'-9"
D
29
29
29
29
4'-l'
B
24
24
24
26
9
7'6"
B
X-10"
B
24
24
25
26
6.6'
D
29
29
29
29
T-/0'
B
24
24
24
25
9.5
T-2"
B
3'-7'
B
24
24
24
26
6'J"
D
29
29
29
29
3'6"
B
24
24
24
25
10
6'-9"
B
T-6'
B
24
24
24
26
6'4"
D
29
29
29
29
3'6•
B
24
24
24
25
11
8'-2"
B
T-2"
B
24
24
24
2S
S-7'
D
29
29
29
29
3'-3'
B
24
24
24
25
12
5'6'
B
7-11•
B
24
24
24
25
9-3"
D
29
29
29
29
3'-0"
B
25
25
25
25
13
1 5'-2'
1 B
2'-9"
B
1 24
1 24
1 24
1 25 11
4'-11'
1 D
1 30
30
30
30
7-10"
1 B
25
1 25
25
25
25
3
9'-2'
B
6'-2"
A
18
24
25
27
174"
C
22
27
29
31
T-10"
B
19
24
26
27
3.5
T-10"
B
5'-5"
B
18
23
25
26
11'-0"
D
23
27
28
30
7'-1"
B
20
24
25
27
4
6'-10"
B
4'-11'
B
18
23
24
26
10'-1"
D
23
26
28
29
6'-5"
B
20
23
25
26
4.5
6'-1"
B
4'-5"
B
18
22
24
25
9'-5'
D
24
26
28
29
5'-11'
B
20
23
24
26
5
516'
B
4'-0"
B
19
22
23
25
8'-9'
D
24
28
27
29
66"
B
21
22
24
25
5.5
51-V
B
X-8'
8
19
21
23
24
e'-0"
D
24
25
27
28
F-1"
8
21
22
24
25
6
4'-T
B
3'1'
8
19
21
23
24
T-9"
D
24
25
26
28
4'-8'
8
21
22
23
25
6.5
4'-2"
8
3'-2"
B
19
21
22
24
T4"
D
25
25
26
28
4'-0'
B
21
22
23
24
7
3'-11"
8
T -O"
B
19
21
22
24
T-0'
D
25
25
26
27
4'J'
B
21
2123
24
24
7.5
3'6"
B
7-10"
a
19
20
22
23
6'6•
D
25
25
26
27
4'-0"
B
21
21
23
24
8
T-5"
B
2'-8"
B
19
20
22
23
6'4'
D
25
25
25
27
T-9"
B
21
21
22
24
8.5
X-2"
B
2'6•
B
19
20
22
23
6'-1"
D
25
25
25
27
T-7"
B
21
21
22
24
9
T-0'
B
2'-5•
B
19
20
21
23
5'-10"
D
25
25
25
26
3'6"
B
21
21
22
23
9.5
7-10'
B
2'J"
B
19
20
21
23
5'-7'
D
26
26
26
26
3'J'
B
21
21
122
23
110 MPH EXPOSURE C
25
3
T-7
B
5'-1'
8
19
25
26
28
101-5'
D
24
29
31
32
66'
B
21
25
27
29
3.5
6'-2"
B
4'6•
a
19
24
26
27
B'-0'
D
25
28
30
32
6'-0'
6
21
25
27
28
4
5'-5'
B
4'-0•
B
19
24
25
27
8'S'
D
25
28
30
31
95"
B
21
24
26
28
4.5
4'6"
B
3'-T
B
19
23
25
26
8'-1"
D
25
27
29
31
5'-0•
B
22
24
26
27
5
4'4"
B
T-3'
B
19
23
24
26
T6'
D
26
27
29
30
4'-T
8
22
24
25
27
5.5
T-11"
B
3'-0'
B
20
22
24
26
T-0'
D
26
26
28
30
4'-3'
8
22
23
25
26
6
T -T
B
=-9
B
20
22
24
25
6'-T
D
28
26
28
29
4'-0"
B
22
23
25
26
6.5
3'4•
B
2'-T
B
20
22
24
25
6'-3'
D
26
26
28
29
T-9•
B
22
23
24
26
7
T-1"
B
7-5"
"B
20
22
23
25
5'-11"
D
26
26
27
29
3'-6
B
22
22
24
26
7.5
7-10"
B
2'-3'
B
2D
21
23
25
1-7"
D
27
27
27
28
T-3"
8
22
22
24
25
B
2'6'
B
7-7'
B
20
21
23
24
5'4'
D
27
27
27
28
T-1"
6
22
2224
25
8.5
76"
B
2'-0"
B
20
21
23
24
5'-1"
D
27
27
27
28
7-11"
B
22
22
23
25
9
2'4'
B
1'-11"
B
20
21
23
24
4'-10"
D
27
27
27
28
2'-10"a
22
22
23
25
9.5
23
B
1'-10'
B
20
21
22
24
4'6'
D
27
27
27
28
76'
B
22
22
123
25
110 MPH EXPOSURE C
May 3, 2011
ICC ESR 2676 5/2/2011 Page 43 of 59 w i 3 2011
cnl In COVFR R O POST SPACINGS FOR PATIO ANO COMMERCIAL COVFRS HIGH WINO ARFAF
TABLE 6.1
D.042"x3"x8"
Box Beam Detail L
Double 0.042"x3"x8" Beam Detail M
Double 0.032"x2"x6.5" Beam Detail K
A
Attached Single
Freestanding or
Attached Single
Freestanding or
Attached Single Freestanding or
B
26
Span Structure
Multis an Units
Span Structure
Mulfispan Units
Span Structure Multispan Units
GROUND
TRIB
POST
POST
MAX
3.5
19'S
MAX POST LENGTH
MAX
B
MAX POST LENGTH
MAX
MAX POST LENGTH
SNOW
WIDTH
SPACING
REOD
POST
MIN
FOOTER
8' I 10' I 17
POST MIN
FooTFJt
8' I 10' I IT
POST MIN
FOOTER 8' I 10' I /7
LOAD
(FTI
ON SLAB
FOR
SPACINC
POST
SIZE
CONSTRAINED FOOTEI
SPACINC
30
CONSTRAINED FOOTEP
SPACING POST
SQE CONSTRAINED FOOTS
(PSF)
31
(FT)
SLAB
(FT)
TYPE
`d
•d 'd' I •d
(FT) TYPE
'd
•d •d 'd
(FTI TYPE
'd •d 'd •d
5-2-
B
23
26
27
29
(in)
lin) f ) (in)
27
Un)
(in) (in) On)
32
lint (in) (in) (in)
10
3
2741'
B
8'-3'
A
22
27
29
31
176'
B
26
30
32
34
B' -Z'
A
22
26
28
30
LIVE
3.5
19'S
B
7'S'
B
23
27
29
30
11'S'
8
26
29
31.
33
7'4"
8
23
26
28
29
LOAD
4
1T-0"
B
6'-9"
B
23
26
28
30
1016-
B
27
29
31
32
6'S"
8
23
25
27
29
ONLY
4.5
15'-1"
B
5-2-
B
23
26
27
29
F-101
B
27
28
30
32
6'-T
B
23
25
27
28
4'
5
13'-7-
B
51-8'
8
23
25
27
29
9'-2"
C
27
28
30
31
51-9"
8
23
25
26
28
5.5
174•
B
5'4'
B
24
25
27
28
8'-T
C
28
26
29
31
5'4"
B
24
24
26
27
6
11'4•
B
4'-11"
B
24
25
26
28
81-7•
D
28
28
29
31
5'-0"
B
24
24
26
27
6.5
10'S
B
4'6•
B
24
24
26
28
T-8"
D
28
28
29
30
4'S'
B
24
24
25
27
7
9'S'
B
4'4"
B
24
24
25
27
7'-0"
D
28
28
28
30
4'-S
B
24
24
25
27
7.5
9'-1'
8
4'-1'
B
24
24
25
27
6'-11"
D
29
29
29
30
4'-2"
8
24
24
25
26
8
8'S
B
T-11'
8
24
24
25
27
V-8"
D
29
29
29
29
4'-0"
B
24
24
25
26
8.5
8'-0'
B
T-8'
B
24
24
25
26
6'4"
D
29
29
29
29
3'S"
B
24
24
24
26
9
TS
B
T-6"
B
24
24
25
26
6'-1-
D
29
29
29
29
T-7"
B
24
24
24
26
9.5
T -T
B
3'4•
B
24
24
25
26
5'-10"
D
29
29
29
29
3'-S
B
24
24
24
26
106'S'
1 3'6" 1
B
3'-T
B
24
24
24
26S',1
5'-7"
D
29
29
29
29
T-3'
B
2d
24
24
25
71
S -T
B
I'-11'
B
241
24
1 24 1
26 11
5'•T 1
D 1
28 1
29 1
29
1 29 11
3'4'
8 1
25
25
25
25
20
3
11'-10•
B
1-9•
A
19
25
26
26
14'4'
8
24
28
30
32
9'S
8
21
25
27
28
LIVE
3.5
10'-T
B
6'-11•
A
20
24
26
27
13'-7'
C
24
28
30
31
8'-T
B
21
25
26
28
LOAD
4
6-11*
8
S3'
8
20
24
25
27
12'-2"
D
25
27
29
31
T-11'
B
21'
24
26
27
ONLY
4.5
T-11"
B
516"
B
20
23'"
25
26
114•
D
25
27
29
30
7'4'
B
22
24
25
27
4'
5
7-1'
B
T-3'
B
20
23
24
26
10'6-
D
26
27
28
30
6'40"
B
22
23
25
26
5.5
6S1
B
4'-10•
B
20
23
24
25
10-0•
D
26
26
28
29
"..
8
22
23
25
26
6
5'-71•
B
4'6"
B
20
22
24
25
916"
D
26
26
28
29
6'-0"
B
22
23
24
26
6.5
5'6'
B
4'-2"
B
20
22
23
25
9'-0'
D
26
26
27
29
5161.
8
23
23
24
25
7
5'-1'
8
3'-11"
B
21
22
23
25
8'-7"
D
27
27
27
28
5'4"
B
23
23
24
25
7.5
4'-e'
8
3'1'
B
21
21
23
24
8'3'
D
27
27
27
26
S'-1"
B
23
23
24
25
a
4'S'
B
3'6"
B
21
21
23
24
T-11'
D
27
27
27
28
4'-10"
B
23
23
23
25
8.5
4'-2"
B
3'4'
B
21
21
23
24
7'-T
D
27
27
27
28
4'1'
B
23
23
23
25
9T-11•
7-11'
8
X-2-
B
21
21
22
24
T-3•
D
27
27
27
28
4'S"
B
23
23
23
24
9.5
3'S'
8
3'-0•
B
21
21
22
24
7'-0"
D
28
28
28
28
4'J"
B
23
23
23
24
20
3
11'-10"
B
7'-9'
A
22
27
29
30
17-626
Span structure Mullis an Units Span saudure Multis an Units
GROUND TRIB POST POST
JO
32
34
8'-T
A
22
26
28
30
LIVE
3.5
10'-7
B
6'-11'
A
22
26
28
30
7v-5"
8
26
29
31
33
7'4"
B
23
26
28
29
LOAD
4
8'-111
B
6'3'
B
22
26
28
29
10'5"
B
27
29
31
32
6'S"
B
23
25
27
29
ONLY
4.5
T-11"
B
5'S"
B
22
25
27
29
9'401
B
27
28
30
32
6'1"
B
23
25
27
28
4'
5
T-1"
B
5'-3-
B
23
25
27
28
9'-T
C
27
28
30
31
5'S`
6
23
25
26
28
5.5
6'S"
B
4'-10•
B
23
25
26
28
8'-7'
C
28
28
29
31
5'4"
B
24
24
26
27
6
F-11•
B
4'6'
B
23
24
26
27
8'-1"
D
28
28
29
31
5'-0"
8
24
24
26
27
6.5
5'S'
B
4'-T
B
23
24
26
27
7'S"
D
28
28
29
30
4'6'
B
24
24
25
27
7
5-1'
B
Y-11'
B
23
24
25
27
T4"
D
28
28
28
30
4'-5"
8
24
24
25
27
7.5
4'S'
B
31S•
B
23
23
25
26
6'-11'
D
29
29
29
30
4'-7'
B
24
24
25
26
8
4'-5'
a
3'6'
B
23
23
25
26
61S'
D
29
29
29
29
4'-0"
B
24
24
25
26
8.5
4'-2'
B
3'4'
8
23
23
25
26
6'4'
D
29
29
29
29
T-9"
B
24
24
24
26
9
7-11'
B
T-2'
B
23
23
24
26
6'-1`
0
29
29
29
29
Y -T'
Bc
24
24
24
26
9.5
X-9"
B
3'-0"
B
23
23
24
26
5'-10`
D
29
29
20
29
3'S"
B
24
24
24
26
10
1 3'6" 1
B
1 2'-10' 1
B 1
23 1
23 1
24
1 25 1,
5'-7"
1 D 1
29
29
29
29
3'3"
B
24
24
24
25
uCIYCIW ilia r -I MVD rVK IKCJC IACLCJ
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
S. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR
CALCULATE FROM TRIBUTARY DIAGRAM ONPAGE 1
6. CHOOSE A HEADER FROM TABLE 6.1 THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.1
ICC ESR 2676 5/2/2011
40
0.042"x3
-x8" Box Beam Detail L
Double 0.042"x3"x8" Beam Detail M Double 0.032x2'A.5" Beam Detail K
TABLE 6.1
B
Attached single Freestanding or
Attached Single I Freestanding or Atthdisingia Freestanding or
26
28
Span Structure Mullis an Units
Span structure Mullis an Units Span saudure Multis an Units
GROUND TRIB POST POST
MAX
MAX POST LENGTH
MAX MAX POST LENGTH MAX MAX POST LENGTH
SNOW WIDTH SPACIN =
POST
MIN FOOTE S.I IT .I 1T'
POST MIN OOTE 8' I 10' I 17 POST Mp TER 8' 10' I 17
LOAD (FT) ON SLAB FOR
SPACIN
POST Slc-E CONSTRAINED FOOTER
SPACIN POST SIZE CONSTRAINED FOOTS SPACI POST SIZE CONSTRAINED FOOTER
(PSF) (FT) SLAB
(FT)
TYPE "d •d- I "d 'd
(FT) TYPE 'd •cr I 'd I "d (FT) TYPE 'd •8 "d I -d-
d(In)
19
24
0n)(in) lint fin) I
(in) (in) lin) (in) (in) (inl I fin) I (in)
40
3
6'-0"
B
4'-7"
B
18
24
26
28
9'-9"
D
23
28
30
32
6-2'
B
20
25
27
28
d= 25"
3.5
51S
B
4'-1"
B
19
24
25
27
8'-10"
D
24
28
30
31
5S
B
20
24
26
28
9'
4
4'-9"
B
T_'r'
B
19
23
25
26
F-7"
D
24
27
29
31
S-0"
B
21
24
26
27
Na
4.5
4'-r
8
3'3"
B
19
23
24
26
TS"
D
25
27
29
30
4'-7'
8
21
24
25
27
4'
5
3* -9"
B
T -G"
8
19
22
24
26
6'-11"
D
25
26
28
30
4'-T
B
21
23
25
26
5.5
Y-5`
B
2'1"
8
19
22
24
25
6'S'
D
25
26
28
29
T-10"
8
21
23
25
26
6
7.2"
B
2'S"
B
19
22
23
25
6'-1•
D
25
26
27
29
T.7-
B
21
23
24
26
6.5
7-11•
B
2'4`
B
19
22
23
25
51S•
D
25
25
27
29
3'4•
B
21
22
24
25
7
2'-8"
B
2'-2"
B
19
21
23
24
5'S"
D
26
26
27
28
3'-T
B
21
22
24
25
7.5
2'6'
B
Y-0"
B
79
21
23
24
S-1'
D
26
26
27
28
3'-0"
B
22
22
23
25
8
Z4'
B
1'-11'
B
19
21
23
24
4'-10"
D
26
26
26
28
7-101
B
22
Z2
23
25
8.5
2'-Y
B
1'-10"
B
19
21
22
24
4'6"
D
2b
28
20
28
26'
B
22
22
23
25
6o
3
4'-10"
8
3'6'
B
17
23
25
26
8'3'
D
22
2)
29
31
51-11
B
is
24
26
27
d= 25"
3.5
4'-1'
B
3'3'
8
17
23
24
26
TS'
D
23
27
29
30
4'S
B
19
24
25
27
9'
4
3'-T
B
2'-10'
B
17
22
24
25
6%9"
D
23
26
28
30
4'-1'
B
19
23
2S
26
Na
4.5
Y -T
B
7-7•
B
17
22
24
25
F -T
D
23
26
28
29
3'S•
B
19
23
24
26
4'
5
21-10'
B
74•
B
17
22
23
25
51-9•
D
23
25
27
29
3'4'
B
20
22
24
25
5.5
7-7"
B
7-2"
8
17
21
23
24
5'4•
D
24
25
27
28
3'-1'
a
20
22
24
25
6
7S'
B
7-V
8
17
21
23
24
5'-0"
D
24
25
26
28
2'-10"
8
20
22
23
25
6.5
7-2"
B
1'-10"
B
17
21
22
24
4'6`
D
24
24
26
28
76"
B
20
21
23
25
7
1 2'-0' 1
8
1 V-8-
1 B
1 17
1 21
1 22
1 24 11
4'S'
1 D
1 24
1 24
1 26
1 27 11
76"
1 B
1 20
1 21
1 23
1 24
OVER-
United Duralume
Post Description
Maximum
Footing
TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
POST
CODE Detail #
0.048"x3"x3" Steel Clover
d= 20"
10'
B
HANG
0.048"x3"x3" Steel Clover
d= 21"
8'
C
PROJECTION OF SINGLE SPAN STUCTURES (FT)
3/16"x3"x3" Steel Square
d= 28"
10'
E
AF
3/16"x "xi Steel Square
d= 25"
(FT)
6'
7'
8'
9'
10' 11' ' 12' 13' 14' 15'
16'
17'
18'
19'
20'
21'
2Y
0'
3'
3.S
4'
4.5'
5' 5.5' S 6.5' T 7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
1'
3.5'
4'
4.5'
5'
5.5' 6' 6.5' T 7.5' 8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5
2'
Na
Na
Na
Na
Na 6.6 T 7.5' 8' 8.5'
1.
9.S
10'
10.5'
11'
11.5'
77
3'
Na
Ne
Na
Na
Na Na r9a Ne Na We
9.5'
10'
10.5'
11'
11.5
17
12.5
4'
We
nla
Na
Ne
Na Na Na Na Na Na
Na
Ne
Na
Na
Na
125'
IT
IH
for
rN&'X.rzw
TABLE 6.4 Post Requirements for
Freestanding or Multis ani Attached Structures
United Duralume
Post Description
Maximum
Footing
Max
Heigh
POST
CODE Detail #
0.048"x3"x3" Steel Clover
d= 20"
10'
B
AK
0.048"x3"x3" Steel Clover
d= 21"
8'
C
AK
3/16"x3"x3" Steel Square
d= 28"
10'
E
AF
3/16"x "xi Steel Square
d= 25"
12'
E
AF
1/4'"x3"x3" Steel Square
d= 28"
12'
E
AF
3/16"x4'5(4" Steel Square
d= 30"
12'
G
AF
12"x4"x4" Steel Square
I d= 37"
12'1
H
AF
12"x4"x4" Steel Square
I d= 31"
15' 1
H
AF
Note: Post Codes in Tables 6.3 and 6.4 are different for identical Dosts.
8. FOR SINGLE SPAN ATTACHED UNITS USE THE POST SHOWN IN
United Duralume
TABLE 6.1 AND 6.3. UPGRADE THE POST IF THE HEIGHT
350 S. Raymond Ave
IS NOT SUFFICIENT.
Fullerton, CA
FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4
9. FIND THE OIC SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 ANDIOR TABLE 7.7
Carl Putnam, P. E.
10. USE THE APPROPRIATE DETAILS (A -BE). DETAILS MAY REQUIRE THE POST TO BE UPGRADED.
3441 Ivylink Place
Lynchburg, VA 24503
FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN
cartputnam0comcast.net
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 6.1
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
SLAB 9. FOLLOW 9-10 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR POST SPACING ON SLAB REQUIREMENTS INSTEAD OF THESE TABLES
Page 44 of 59
May 3, 2011
SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAE
14 Gauge 3"xe" Steel C Detail N Double 14 Gauge Steel C Detail S Double 12 Gauge Steel C Detail S
TABLE 6.5 Attached Single Freestanding or Attached Single Freestanding or Attached Freestanding a
Span Structure Multis an Units Span Structure Muftis n Units Structure Multis an Units
GROUND TRIG POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH
SNOW WIDTH SPACING REDID POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' ' 17 I 15'
LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTS SPACINGPOST 512E CONSTRAINEDFOOTE SPACING POST SIZE CONSTRAINED FOOTS
(PSF) (FT) SLAB (FT) TYPE •Q. 'd' "d' 'd' (FT) TYPE 'C "d' •d" "d (FT) TYPE "d' "C 'C 'd"
(in) (in) (in) Iin) lin) (in) (.n) lin (in) lint (in) (in)
10
3
22'6"
B
23'-6"
C
27
31
35
Attached Freestanding or
29'.8"
D
29
33
37
GROUND TRIG POST POST
SNOW WIDTH SPACING REDID
30-0"
D
29
33
37
SPACING
LIVE
3.5
191-6"
B
224"
D
28
31
34
33
28'-2"
D
30
32
36
37
30'-0'
D
Jt
33
37
39
LOAD
4
17'-0"
B
21'4"
D
29
30
34
33
26•11"
D
31
32
36
37 ,
30'-0"
D
32
33
37
38
ONLY
4.5
15'-1"
B
20'-7"
D
30
30
34
32
25'-11'
D
32
32
35
36
30-0"
F
34
34
37
38
5
13'-T'
B
19'-10"
D
30
30
33
32
25'-0'
D
33
33
35
36
29'-17"
F
35
35
37
38
5.5
12'4"
B
19'-2'
D
31
31
33
31
24'-3'
E
34
34
35
38
20-0"
F
36
36
36
37
6
71'4"
B
1814•
D
32
32
33
31
23'6'
F
34
34
35
36
28'-2'
F
36
36
38
37
6.5
10'-5"
8
17'-7"
D
32
32
32
30
22'-11"
F
35
35
35
35
2T•5"
F
37
37
37
37
7
9'.8"
B
16'-11'
D
32
32
32
30
22'4"
F
35
35
35
35
25'-9'
G
38
38
38
37
7.5
9'-1"
8
16'4•
D
33
33
33
30
21'•10'
F
36
35
36
35
26'-2"
G
38
38
36
36
8
8'-6"
B
15'-9"
E
33
33
33
29
21'4"
F
37
37
37
35
25'-71
G
39
39
39
37
8.5
8'-0"
B
15'-2'
E
33
33
33
29
20'•71"
F
37
37
37
35
25'-1"
G
39
39
39
38
9
T -G"
B
14'-7•
E
33
33
33
29
20'-7"
G
37
37
37
35
24-71
G
40
40
40
38
9.5
T-7'
B
14'-1"
F
34
34
34
2B
20'-2"
G
38
38
38
36
24'-2"
G
40
40
40
38
105 MPH EXPOSURE 8
10
6'.8"
B
13'-7"
F
34
34
34
19'-10"
G
38
35
38
23'-9'
G
41
41
41
D
24
it
6'-2"
B
12'-9"
F
34
34
34
37
19'-2"
G
39
39
39
T-71
23'-0"
G
42
42
42
31
33
12
S-6"
B
12'-0"
F
34
34
34
18'4' +
G
40
40
40
D
274"
G
42
42
42
G
30
13
5'-7'
B
11'4'
F
JS
35
35
5'-10'
1T-7"
G
40
40
40
30
21'•9'
G
43
47
43
34
10
3
22'6"
B
22'-10"
0
28
32
3528'-9"
Attached Freestanding or
26'-6"
D
30
33
37
GROUND TRIG POST POST
SNOW WIDTH SPACING REDID
30'-0"
0
30
34
37
SPACING
LIVE
3.5
19'S"
B
21'6-
D
29
31,
35
33
27`4'
D
31
33
37
37
30'-W
D
32
34
37
39
LOAD
4
17'-0"
B
20'-9"
D
30
31
34
33
26'-1"
D
32
33
36
37 ,
30-0"
E
33
34
37
38
ONLY
4.5
15'-1"
B
19'-11•
D
30
31
34
32
25'-1"
D
33
33
36
36
30-0'
F
35
35
37
38
5
13'-71
B
19'-2'
D
31
31
34
32
243"
E
34
34
36
36
29'-T
F
36
38
37
38
5.5
12'4"
B
3
18''
D
32
32
33
31
23'-6"
F
34
34
35
38
28'-1'
F
36
36
37
37
6
114"
B
17'6'
D
32
32
33
31
27-10'
F
35
35
35
36
2T4•
F
37
37
37
37
6.5
10'S"
8
16'-9•
D
32
32
33
30
27-2'
F
36
36
36
35
26'-7'
G
38
38
38
37
7
-6"
9'-6"B
B
16'-2"
D
33
33
33
30
21'6'
F
36
36
36
35
25'-11'
G
38
38
38
37
7.5
9'-1"
B
15'-7"
E
33
33
33
30
21'-2'
F
37
37
37
35
2S4"
G
39
39
39
36
8
8'6"
B
15'-0'
E
34
34
34
29
20-9'
F
37
37
37
35
24'-10"
G
40
40
40
37
8.5
8'-0"
8
14'-71
F
34
34
34
29
20'4'
G
38
38
36
35
244'
G
40
40
40
38
9
T6"
8
14'-1"
F
34
34
34
29
19'-11•
G
38
38
38
35
23'-10"
G
41
41
41
38
9.5
7'-2"
B
13'-9"
F
34
34
34
2B
19'-7'
G
39
39
39
36
23'-S
G
41
41
41
38
105 MPH EXPOSURE 8
10
6'-0"8
B
13'4-
F
35
35
35
19'-2"
G
39
39
39
23'-0"
G
42
42
42
D
24
11
6'-2"
8
12'6'
F
35
35
35
37
18'-3"
G
40
40
40
T-71
274'
G
43
43
43
31
33
12
5'-8"
B
12'-0•
F
36
36
36
1T-6"
G
40
40
40
D
21'-6"
G
43
43
43
G
30
13
5'-2"
B
11'-0'
F
36
36
36
5'-10'
16'6"
G
41
41
41
30
21'-1"
G
44
44
44
34
10
3
22'.8"
B
21'-0"
D
29
33
37
Attached Freestanding or
26'-6"
D
32
35
39
GROUND TRIG POST POST
SNOW WIDTH SPACING REDID
30-0"
D
33
36
40
SPACING
LIVE
3.5
19'S"
B
20'-0"
D
30
33
36
33
25'-2'
D
33
34
3830-0"
37
214"
F
35
36
40
39
LOAD
4
17'-0"
B
19'-1"
D
31
32
36
33
24'-1'
E
34
34
3828'-10"
37 ,
28'-1'
F
36
36
40
38
ONLY
-4.5
15'-1"
B
16'-0"
D
32
32
35
32
23'-2"
F
35
75
38
36
27'-8"
F
37
37
39
38
5
13'-7"B
B
17'-0"
D
32
32
35
32
224"
F
35
36
37
36
6'-9"
F
38
38
39
38
5.5
124"
B
16'-2'
D
33
33
35
31
21'-8"
F
36
36
37
38
25'-11"
G
39
39
39
37
6
11'4"
8
151.6"
E
33
33
34
31
21'-0"
F
37
37
37
36
25-2"
G
39
39
39
37
6.5
10'-5"
8
14'-10'
E
34
34
34
30
20'-6'
F
38
38
38
35
24'6'
G
40
40
40
37
7
-6
9'"
B
14'-3'
F
34
34
34
30
6'-0"
G
38
38
38
35
23'-11"
G
41
41
41
37
7.5
9'-1"
8
13'•9'
F
35
35
35
30
19'6"
G
39
39
39
35
234'
G
41
41
41
36
8
8'6"
B
13'-3o.
F
35
35
35
29
19'-1"
G
39
39
39
35
22'-10"
G
42
42
42
37
8.5
8'-0"
B
12'-10"
F
35
35
35
29
18'-6"
G
40
40
40
35
22'S"
G
42
42
42
38
9
T-6"
B
12'-5'
F
36
36
36
29
-0
16'"
G
40
40
40
35
27-0"
G
43
43
43
38
9.5
7'-7'
B
12'-1"
F
36
36
36
2B
17'6'G
G
41
41
41
36
21'-71
G
44
44
44
38
105 MPH EXPOSURE 8
10
6'•9"
B
111•9"
F
36
36
36
17'-0"
G
41
41
41
21'-3"
G
44
44
44
D
24
11
6'-7'
B
IVA"
F
37
37
37
37
16'-2'
G
42
42
42
T-71
20'-71
H
45
45
45
31
33
12
5'6"
B
10'-7"
F
37
37
37
15'-6"
G
42
42
42
D
20-0'
M
48
46
46
G
30
13
5'-2"
B
10'-1"
F
38
38
38
5'-10'
14'-10'
G
43
43
43
30
19'-5'
H
47
47
47
34
ICC ESR 2676 5/2/2011
25
14 Gauge
3"xB" Steel C Detail N
Double 14 Gauge Steel C Detail S
12 Gauge Steel C Detail S
TABLE 6.5
24
Attached Single Freestanding or
Attached Freestanding or
Attached Freestanding or
25'-10'
F
span Stucture Multis an Units
Structure Multis an Units
Structure Multis an Units
GROUND TRIG POST POST
SNOW WIDTH SPACING REDID
MAX
POST
MAX POST LENGTH
MIN FOO 8' ' 17 1 15'
MAX MAX POST LENGTH
POST MIN FOOTS B' ' 17 I 15'
MAX POST LENGTH
MIN FOOTS 8' ' 17 I 15'
[SPACINC
LOAD (FT) ON SLAB FOR
SPACING
POST SIZE CONSTRAINED FOOTER
SPACING POST SIZE CONSTRAINED FOOTS
POST SIZE CONSTRAINED FOOTE(PSF)
(FT) SLAB
(F7)
TYPE 'd' 'd' 'd" 'd'
(FT) TYPE "d" •C 'd" "d'TYPE
'C "B' 'd' 'S
31
33
lin) (in) (in) (in)
(in) (in) (in) (in)
(n) (in) (in) (in)
25
J
9'-9"
B
16'6"
D
24
28
32
34
25'-10'
F
28
32
35
37
30-0"
F
28
33
37
38
25
3.5
8'4"
B
15'-1"
D
25
28
31
33
24'-6"
F
29
31
35
37
214"
G
31
33
36
39
4
7'3"
B
13'-9"
D
25
28
31
33
23'-5"
F
30
31
35
37 ,
28'-1'
G
32
32
36
38
4.5
616"
B
12'-8"
D
25
27
30
32
22'-6"
G
31
31
34
36
27'-0'
G
33
33
36
38
5
5'-10"
B
11'-9"
D
26
27
30
32
21'-9"
G
31
31
34
36
6'-0"
G
33
33
35
38
5.5
5'-3"
B
1116"
D
6
6
29
31
21'-1"
G
32
32
34
38
25-3"
G
34
34
35
37
6
4'-10"
B
10'4"
D
26
26
29
31
20'-6"
G
33
33
34
36
24'6"
G
35
35
35
37
6.5
4'6"
B
9'-0'
D
6
6
29
30
19'-11"
G
33
33
33
35
23'-10'
G
35
35
35
37
7
4' -TB
B
9'-2"
D
26
26
28
30
191-6'
G
34
34
34
35
23'-3'
G
36
36
36
37
7,5
X-10"
B
8I-
D
26
6
28
30
18'-11"
G
34
34
34
35
276'H
H
36
36
36
36
B
3'-71
B
8'-1"
D
6
6
27
29
18'3"
G
35
35
35
35
273'
H
37
37
37
37
8.5
J' -S
B
7'-7"
D
26
26
27
29
17'6-
G
35
35
35
35
21'-7D"
H
38
38
38
38
9
7-3"
B
7'-7'
D
26
25
27
29
17'3'
G
35
35
35
35
21'-5"
H
38
38
38
38
9.5
X-1"
B
6'-9'
D
26
6
27
2B
16'6"
G
36
36
36
36
21'6"
H
38
38
38
38
25
3
7'•9"
B
14'-71
D
26
30
34
36
24'-1'
F
31
, 34
38
40
28'-10"
G
33
36
40
42
25
3.5
6'-7"
8
13'-2'
D
26
30
33
35
22'-10"
G
32
34
37
40
2T4"
G
34
35
39
41
4
5'-9"
B
17-0"
D
27
29
32
35
21'-10"
G
33
33
37
39
26'-2"
G
35
35
39
41
4.5
5'•2"
8
11'-0"
D
27
29
32
34
21'-0"
G
34
34
37
39
25'-2'
G
36
36
38
41
5
4'-T'
B
10'-2"
D
27
28
31
33
204"
G
34
34
36
39
24'3"
G
37
37
38
40
5.5
41"
B
9'-6"
D
28
28
31
33
191.8"
G
35
35
36
38
23'.8"
G
37
37
38
40
6
T-10"
B
8'-9"
D
28
28
30
32
19'-1'
G
36
36
36
38
27-10"
H
3B
38
38
40
6.5
316"
B
8'-1'
D
28
6
30
32
18'4"
G
36
38
36
38
273"
H
39
39
39
39
7
3'3"
B
7'-6"
D
28
28
29
31
17'6"
G
37
37
37
38
21'6'
H
39
39
39
39
7.5
3'-1"
B
T -W
D
28
28
29
31
17'-1"
G
37
37
37
37
3"
21'3"H
H
40
40
40
40
8
2'-10"
B
6'-71
D
28
6
29
31
16'-W
H
38
33
38
38
20'6"
H
41
41
41
41
8.5
T-8"
B
6'-2"
D
28
28
28
30
16'-0'
H
38
38
38
38
204'
H
41
41
41
41
97
-7"
B
T-10'
D
28
28
28
30
15' 6"
H
38
38
38
38
20-0"
H
42
42
42
42
9.5
7.5"
B
5'-T'
I D
1 28
1 28
1 28
1 30 11
15'-1'
I H
1 39
39
39
39
19'-71
H
42
42
1 42
42
Page 45 of 59
MAY 13 W1
- MYH
t-buxt
u
25
3
T•2"
8
13'S"
D
26
31
34
36
23'4•
F
31
35
39
41
27-11'
G
33
36
40
43
3.5
6'•r
8
12'4'
D
27
30
33
36
27-2'
G
33
34
38
40
26-71
G
35
36
40
42
4
51S"
6
11'-3•
0
27
29
33
35
21'-3'
G
34
34
38
40
25S"
G
36
36
39
42
4.5
4'-9"
8
10'4'
D
27
29
32
34
20'S-
G
34
34
37
40
24'S"
G
37
37
39
41
5
4'4"
B
9'-7"
0
28
28
32
34
1916"
G
35
35
37
39
23'-71
G
37
37
39
41
5.5
T-11"
B
8'•9"
D
28
28
31
33
19'-1"
G
36
36
37
39
27-10"
H
38
38
38
41
6
3'-7"
B
8'-1"
D
28
28
31
33
18'3'
G
37
37
37
39
27-2"
H
39
39
39
40
6.5
3'4"
B
7'S"
D
28
28
30
32
1T-7"
G
37
37
37
38
21'-7"
H
40
40
40
40
7
T-1"
B
6'-11'
D
28
28
30
32
I6'-11"
G
37
37
37
38
21'-1'
H
40
40
40
40
7.5
2'-10"
B
6'-5"
D
28
28
29
31
16'-3'
H
38
38
38
38
20-71
H
41
41
41
41
8
2'-6"
B
6'-1"
D
28
28
29
31
15'-9'
H
38
38
38
38
20-2'
H
41
41
41
41
8.5
76"
B
5'.8"
D
28
6
29
31
15'3'
H
_ 39
39
39
39
106-
H
42
42
42
42
9
1 2'4' 1
B
1 51S"
D
1 26
1 28
1 28
30
14'-10" I
H
39 1
39
39
1 39
19'4"
1 H
1 43
1 43
1 43
1 43
105 MPH EXPOSURE 8
May 3, 2011
30
3
8'-10'
B
16'-2'
D
24
29
32
34
25'4'
F
28
32
35
37
3.5
T-71
B
14'S'
D
24
28
31
33
24'-1'
F
29
31
35
37
4
6'-71
B
13'3"
D
25
27
30
32
23'-0"
G
30
31
34
37
ss`ON
`(j�,A1•
4.5
5'-10'
B
12'-3"
D
25
27
30
32
22'-1'
G
30
31
34
36
((C
O``1�
�� •Y��
Q�
�%`�� t
5.5
4'-9"
B
10'-71
D
26
6
29
31
20'.8'
G
32
32
34
36
t�
6
4'-5"
B
9'-17'
D
26
6
29
71
20'-1'
G
32
72
33
35
`
6.5
4'-1"
B
9'4"
D
26
26
28
30
19'-7'
G
33
33
33
35
O1 (lI
6 1i ag
7
3'-9•
B
8'6"
D
26
26
28
30
19'-1-
G
34
34
34
35
i
7,5
B
T.6"
3'-3'
6
B
8'-2"
7'-7"
D
D
26
6
6
6
27
27
29
29
16'S"
174'
G
G
34
34
34
34
34
34
35
35
*
, 6/30/\�
35
V
6.5
9
T-1"
7-11"
B
B
T-7
6'-9'
D
D
26
6
6
6
27
27
29
28
17 V"
16'6-
G
H
35
35
35
35
35
35
35
Page 45 of 59
MAY 13 W1
SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA!
14 Gauge 3"x8" Steel C Detail N Double 14 Gauge Steel C Detail S Double 12 Gauge Steel C Detail S
TABLE 6.5 Aftecahed Single Freestanding or AOe<hed Single Freestanding or Attached Freestanding or
Span Sducture iMuftispan Units Span Structure Mulfispan Units Structure Mullis an Units
GROUND TRIG I POST I POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH
SNOW WIDTH SPACING REDID POST MIN FOOTER Ir i 17 I 15' POST MIN FOOTER V I 12' I 1S' POST MIN fODTER e' I 12' I 15'
LOAD (FT) ON SLAB FOR PACINC POST SIZE CONSTRAINED FOOTER SPACING POST 812E CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTS
(PSF) (F7) SLAB (FT) TYPE 'd' 'd I 'd' I 'B (FT) TYPE 'd' 'd' •d 'd' (FT) TYPE 'd' 'd' 'd' 'd'
(n) (n) (n) (in) (in) (in) (in) (in) (int (in) (in) (In)
110 MPH EXPOSURE C
10
3
22.8"
B
20'-5"
D
30
34
3725-8"
3B
28'-2"
D
32
35
39
42
30-0'
F
34
37
41
42
LIVE
3.5
1915"
B
19'4'
D
31
33
37
38
24'S'
E
34
35
39
41
24-2'
F
35
37
41
42
LOAD
4
17'-0"
B
18'-3"
D
32
33
36
37
234'
F
35
35
39
41
2T-11'
F
37
37
40
42
ONLY
4.5
15'-1"
B
17'-2'
D
32
32
36
36
22' 5-
F
35
35
38
40
26'-10"
F
38
38
40
42
4'
5
13'-7"
B
16J"
D
33
33
35
36
21'•8"
F
36
36
38
40
25-11"
G
39
39
39
42
5.5
121 4"
B
15'-S"
E
34
34
35
35
21'-0"
F
37
37
38
40
25'-1'
G
39
39
39
41
8
11'4"
B
14'-9"
E
34
34
35
35
20'-5"
F
38
38
38
40
245"
G
40
40
40
41
6.5
101-51,
B
14'-1"
F
34
34
34
34
19'•10"
G
39
39
39
39
23'-9"
G
41
41
41
41
7
9'.8"
B
13'-7'
F
35
35
35
34
19'4'
G
39
39
39
39
23'-2'
G
42
42
42
42
7,5
9'-1"
B
13'-1"
F
35
35
35
34
18'-10"
G
40
40
40
40
27-8"
G
42
42
42
42
8
8'•6"
B
12'-7'
F
36
35
36
33
18'-3"
G
40
40
40
40
27-7
G
43
43
43
43
8.5
"..
B
12'-2"
F
36
36
36
33
1T.8"
G
41
41
41
41
21'-9'
G
43
43
43
43
9
T6"
B
11'-10"
F
36
36
36
33
1T-2"
G
41
41
41
q1
21'4'
G
44
44
44
44
9.5
T-7'
B
11'.6"
F
36
36
36
32
16'-8"
G
41
41
41
42
20'-11"
G
44
44
44
44
10
6'-9"
B
11'-2'
F
37
37
37
33
16'•3'
G
42
42
42
42
20-7"
H
45
45
45
45
11
6'-2"
8
10'-7'
F
37
37
37
IV -5'
G
42
42
42
18'-11'1
H
1 46 1
46 1
46
20 '
3
11'-10"
8
191.8"
D
29
31
36
3B
28'-2"
E
32
35
39
42
30.0"
F
33
36
40
42
LIVE
3.5
10'-2"
B
17'-10"
D
29
32
35
38
2
261"
F
34
35
39
41
30-(r
F
35
36
40
42
LOAD
4
B'-11"
B
16'4'
D
30 -
31
35
37
25'-7"
F
35
35
38
41
30-0"
F
36
36
40
42
ONLY
4.5
7'-11"
B
15'-1"
D
30
3R
34
36
24'-7"
F
35
35
38
40
29'-S
G
38
38
40
42
4'
5
7'-1"
B
14'-0'
D
30
30
34
36
23'-9"
F
36
36
38
40
285
G
39
39
39
42
5.5
6'S"
B
13'-2"
D
31
31
33
35
23'-0'
G
37
37
38
40
27'-6'
G
39
39
39
41
6
5'-11"
B
12'4"
D
31
31
33
35
224"
G
38
38
38
40
26'-9"
G
40
40
40
41
6-5
V-5"
B
111-8"
D
31
31
32
34
21'-9"
G
38
38
38
39
26.0"
G
41
41
41
41
7
5'-1"
B
11'-1"
D
32
32
32
34
21'-3'
G
39
39
39
39
2T -S'
G
42
62
42
42
7.5
4--9"
B
10'.8"
D
32
32
32
34
20'-9"
G
40
40
40
40
24'-10"
G
42
42
42
42
8
4'-5"
B
10'-1'
D
32
32
32
33
20'4"
G
40
40
40
40
24'-3"
G
43
43
43
43
8.5
41"
B
9'-7"
D
32
32
32
33
19'-11'
G
41
41
41
41
23'-10"
H
43
43
43
43
9T-11"
T-11"
8
9'-2"
D
32
32
32
33
11.6'
G
41
41
41
q1
23'4"
H
44
44
44
44
9.5
3'2"
B
B'.8"
E
32
32
32
32
19'-1'
G
42
42
42
42
27-11' 1
H
44
44
44
44
20
3
11'-10"
B
19'.8'
D
30
33
37
39
26-8'
D
32
35
39
42
30'-IY
F
34
37
41
43
LIVE
3.5
10'-2"
8
17'-10'
D
30
33
36
38
24'-5•
E
34
35
39
41
29'-7
F
36
37
41
43
LOAD
4
6'-11"
B
16'4'
D
31
32
as
38
23'4"
F
35
35
39
41
27-11•
F
' 37
37
40
43
ONLY
4.5
7'-11"
B
15'-1'
D
31
31
35
37
22'-5"
F
35
35
38
41
26'-10"
F
38
38
40
42
4'
5
T•1"
B
14'-0'
D
31
31
34
37
21'.8"
F
35
36
38
40
25'-11"
G
39
39
39
42
5.5
6'S'
B
13'-2'
D
32
32
34
36
21'-0'
F
37
37
38
40
25'-1"
G
39
39
39
42
6
5'-11"
B
12'4•
D
32
32
33
36
20-5'
G
38
38
38
40
24'-S
G
40
40
40
41
6.5
V-5"
8
111-8-
D
32
32
33
35
19'-10"
G
39
39
39
39
23'-9"
G
41
41
41
41
7
5'-1"
B
11'-1"
D
33
33
33
35
174'
G
39
39
39
39
23'-7
G
42
42
42
42
7.5
4'2"
B
101.6*
D
33
33
33
34
18'-10"
G
40
40
40
40
27-8"
G
42
42
42
42
8
4'-5-
B
101•1'
D
33
33
33
34
16-3"
G
40
40
40
40
22'-2"
G
43
43
43
43
8.5
4'-2"
8
9'-T
D
33
33
33
34
17.8"
G
41
41
41
41
21'-9"
G
43
43
43
43
9
T-11"
B
9'-2-
D
33
33
33
33
17'-2"
G
41
41
41
41
21'4'
G
44
44
44
44
9.5
3'2"
B
8'.8"
E
33
33
33
33
16'.8"
G
41
41
41
41
20-11"
G
44
44
44
44
10
3
B
8'J'
E
33
33
33
33
16'•3"
G
42
42
42
42
20-T
-H
45
45
45 1
45
k7rIN KHL INJ I RUi-IIVNJ rUK IM=21t IAtlLtJ
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2 CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 62 OR
CALCULATE FROM TRIBUTARY DIAGRAM ONPAGE 1
6. CHOOSE A HEADER FROM TABLE 6.5 THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.5
ICC ESR 2676 5/2/2011
14 Gau
a 3"x8" Steel C Detail N
Double 14 Gau a Steel C Detail S
Double 12 Ga a Steel C Detail 5
TABLE 6.5
Attached Single Freestanding or
Attached Freestanding or.
Attached Freestanding or
34
span structure Multis an Units
Structure IMultispan Units
Structure Mullis an Units
GROUND TRIB POST POST MAX
MAX POST LENGTH
MAX MAX POST LENGTH
MAx MAX POST LENGTH
SNOW WIDTH SPACIN REO -D POST
MIN FOOTS 8' 117.1 IV
POST MIN FOOTER8- I 17 I 15' POST MIN DOTE B' I 17 I 16
LOAD (FT) ON SLAB FOR SPACIN
POST SIZE CONSTRAINED FOOTER
SPACIN POST SIZE CONSTRAINED FOOTS
SPACIN POST SIZE CONSTRAINED FOOTER
(PSF) (FT) SLAB (FT)
TYPE "d' 'd" 'd• 'd"
(FT) TYPE 'd" 'd' 'd' -d'
(FT) TYPE 'd' "d" 'd' 'd'
D
(H) (in) lin) (in)
Iln) (M) (in) C)
lin) (in) I (in) 1 (nl
30
3
7'4"
B
14'-2"
D
26
30
34
36
23'-8-
F
31
34
38
40
284'
G
32
35
39
42
10'
3.5
V-4"
B
12'-9-
D
26
29
33
35
22'-6'
G
32
34
37
40
26-11"
G
34
35
38
41
9'
4
5'S"
B
11'-7'
D
27
29
32
34
21'-6"
G
33
33
37
39
26-0"
G
35
35
38
41
Na
4.5
4'-11"
B
10-81
D
27
28
32
34
20.81
G
33
33
37
39
24'-9"
G
36
36
38
40
4'
5
4'-5'
B
9'-10'
D
27
28
31
33
20'-0"
G
34
34
36
39
23.11"
G
36
36
38
40
5.5
4'-0"
B
9'-2"
D
27
27
31
33
194'
G
35
35
35
38
23'-2"
H
37
37
38
40
6
3'-8"
B
81"
D
27
27
30
32
18'-01
G
36
36
36
38
=-6'
H
38
38
38
40
6.5
3'4'
B
7'•9'
D
27
27
30
32
1T-11"
G
36
36
36
38
21'-11"
H
39
39
39
39
7
3'-2"
B
7'-2"
D
27
27
29
31
1TJ"
G
37
37
37
37
21'S"
H
39
39
39
39
7.5
2'-11'
B
6'-9"
D
27
27
29
31
16'-8'
H
37
37
37
37
20'-11"
H
40
d0
40
40
8
7-9"
B
6'4"
D
27
27
28
30
16'-1'
H
37
37
37
37
20'-5'
H
40
40
40
40
8.5
7-7"
B
5'-11'
D
27
27
28
30
15'-7'
H
38
38
38
38
20'-0'
H
41
41
47
41
30
3
6'-11"
B
131-5"
D
26
30
34
36
23'-0"
F
31
35
38
41
27'-7"'
G
33
36
40
42
10'
3.5
5'-11"
B
12'-0"
D
27
30
33
35
21'-11"
G
32
34
38
40
26'-2"
G
34
36
40
42
9'
4
V-2"
B
10'-11"
D
27
29
33
35
20-11"
G
33
34
38
40
25'-0"
G
35
35
39
42
Na
4.5
4'-7"
8
10'-0"
D
27
29
32
34
20'-1"
G
34
34
37
40
24'-1'
G
36
36
39
41
4'
5
4'-1"
B
9'-3'
D
27
28
31
34
1915"
G
35
35
37
39
231.3"
G
37
37
38
41
5.5
T-9"
B
8'-5"
D
27
28
31
33
16'2•
G
36
36
37
39
27.8"
H
38
38
38
41
6
3'S"
B
T-9"
D
27
27
30
32
1T-11"
G
36
36
36
39
21'-i0"
H
39
39
39
40
6.5
3-2"
B
T-2"
D
27
27
30
32
1T-2"
G
37
37
37
38
21'4"
H
39
39
39
40
7 1
7-11" I
B
I 6'.8"
I D
1 27
1 27
1 29
1 31 11
16'-6'
1 G
1 37
1 37
1 37
1 38 11
20'-9"
1 H
1 40
1 40
1 40
1 40
OVER-
United Duralume
Post Description
Max POST
H t
TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
Twin 0.032"x1.5"x1.5" Scroll
8'
'
AO
Twin 0.024'X2"x2" Scroll
HANG
B
AO
0.032"Post w/ 0.024" Side aces
10'
PROJECTION OF SINGLE SPAN STUCTURES (FT)
AH
0.032"Post w/ 0.032" Side lates
12'
D
AH
Clover 0.040"x3"x3" Alum
10'
(FT)
6'
7'
8'
9'
10' 11' 17 13' 14' 15'
16'
17'
18'
19'
20
21'
22'
0'
3'
3.5'
4'
4.5'
S' 5.5' 6 6.5' T TV
8'
8.5'
9'
9.5'
10'
10.5'
11'
1'
3.5'
4'
4.5'
5'
5.5' 6' 6.5 T 7.5' 8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5
2.
Na
Na
n/a
Na
Na 6.6 T 7.5' 8' 8.5'
1.
9.51
10'
10.5'
11'
11.5'
17
3'
Na
We
Na
Na
Na n/a n/a Na n/a n/a
9.5'
10'
10.5'
11'
11.5'
12'
12.5'
4'
Na
n/a
Na
Na
Na Na n/a Na Na n1a
Na
Na
n/a
Na
Na
12.5'
13'
TABLE 6.3 Post Requirements
for Attached Single S an Structures
United Duralume
Post Description
Max POST
H t
Detail
Twin 0.032"x1.5"x1.5" Scroll
8'
A
AO
Twin 0.024'X2"x2" Scroll
8'
B
AO
0.032"Post w/ 0.024" Side aces
10'
C
AH
0.032"Post w/ 0.032" Side lates
12'
D
AH
Clover 0.040"x3"x3" Alum
10'
E
AK
Magnum 0.075"x3"x3" Post
12'
F
AJ
0.048"x3"x3" Slee) Clover
12'
G
AK
3/16"x3"x3" Steel Square
15'
H
AF
1/4""x3"x3" Steel S uareI
12'
H
AF
3/16'k4'k4" Steel Square
1515' '
J
AF
1/2"x4"x4" Steel Square
15'
K
AF
TABLE 6.4 Post Requirements for
Freestanding or Mulcts an Attached Structures
United Duralume
Post Description
Maximum
Footing
Max
Heigh
POST
CODE Detail #
0.048"x3"x3" Steel Clover
d= 20"
10'
B
AK
0.048"x3"x3" Steel Clover
d= 21"
6'
C .
AK
3/16"x3"x3" Steel Square
d= 28"
10'
E
AF
3/16"x3"x3" Steel Square
d= 25"
12'
E
AF
1/4""x3"x3" Steel Square
d= 28"
12'
E
AF
3/16"x4"x4" Steel Square
d= 30"
12'
G
AF
1/2"x4"x4" Steel S uare
d= 3T'
12'
H
AF
1/2"x4"x4" Steel S uare
d= 31"
15'
H
AF
Note: Post Codes in Tables 6.3 and 6.4 are different for identical
Dosis.
B. FOR SINGLE SPAN ATTACHED UNITS USE THE POST SHOWN IN
United Duralume
TABLE 6.5 AND 6.3. UPGRADE THE POST IF THE HEIGHT
350 S. Raymond Ave
IS NOT SUFFICIENT.
Fullerton, CA
FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4
9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 AND/OR TABLE 7.7
Carl Putnam, P. E.
10. USE THE APPROPRIATE DETAILS (A -BE). DETAILS MAY REQUIRE THE POST TO BE UPGRADED.
3441 Ivylink Place
Lynchburg, VA 24503
FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN
carloutnam comcast.net
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 6.5
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
SLAB 9. FOLLOW 9-10 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR POST SPACING ON SLAB REQUIREMENTS INSTEAD OF THESE TABLES
Page 46 of 59
May 3, 2011
y f" ♦ ;
to
C6
J
P? F
61;012 13
c. t
t
AY 1 3 2011
Sr11 In CnvPR 6 n PAST SPACINRS FnR PA71n ANn COMMFRCIAL COVERS HIGH WINn ARFAS
10
0.040"x6.5" RF Fascia Detail W
0.035"x6.5" RF Fascia
Detail V Extruded Fascia Detail U
TABLE 6.6
Attached sm9h, Freestanding or
Attached Single
Freestanding or Attached Single Freestanding or
29
sown Structure Muftis an Units
span structure
Mults an Units span structure Multispan Units
GROUND TRIG POST POST
MAX MAX POST LENGTH
MAX
MAX POST LENGTH MAX MAX POST LENGTH
SNOW WIDTH SPACING REO'D
POST MIN FOOTER 8' I 10' I 12'
POST MIN FOOTER
8' I 10' I 17 POST MIN FOOTER v I 10' I 12'
LOAD (FT) ON SLAB FOR
SPACINGPOST SIZE CONSTRAINED FOOTERSPACINGPOST
SIZE
CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTE
(PSF) IFT) SLAB
(FTI TYPE 'C 'd' 'd' 'd"
(FT) TYPE 'tl'
'd" 'd' 'd (FT) TYPE 'd' "d' 'd' 'd'
28
(m) (in) (in) (in)
(in)
(int (in) (n) lint (it lin) fin)
10
3
22'-8" B
11'-5'
A
21
26
28
29
10'-9"
A
21
26
28
29
9'-9"
A
20
25
26
28
LIVE
3.5
19'•5" B
10'-5•
A
22
26
28
29
9'-T'
A
21
25
27
28
9'-7'
A
21
24
26
27
LOAD
4
17'10' B
9'-7'
B
22
25
27
28
8'S"
A
21
25
26
28
8'S"
A
22
24
26
27
ONLY
4.5
15'-1" B
8'-10"
B
22
25
27
28
7-11"
A
22
24
26
27
8'-0'
A
22
24
25
27
22
5
13'•7" B
81-2'
B
23
25
26
28
7'4"
A
22
24
26
27
T-11"
8
22
24
25
27
B
5.5
121" 8
T -T
B
23
24
28
27
6'-9"
A
22
24
25
27
T-8'
8
23
23
25
26
7'4"
6
11'A" B
7-2"
B
23
24
25
27
64"
B
22
23
25
26
7'4"
8
23
23
25
26
27
6.5
10'-5" B
6'-9'
B
23
24
25
26
6-11"
B
22
23
24
26
T-1"
B
24
24
25
26
25
7
9'1" B
6'-0'
B
23
23
25
26
6'-7-
B
22
23
24
26
6-11-
B
24
24
24
26
23
7.5
9'.1" B
6'4'
B
23
23
25
26
5'J"
B
22
22
24
25
614"
B
24
24
24
26
23
8
8'" B
5'4'
B
24
24
24
26
5'-0"
B
22
22
24
25
6'S'
B
25
25
25
26
B
8.5
6$-0" 8
5'S'
B
24
24
24
25
4'-8"
B
23
23
23
25
6.4-
B
25
25
25 -
25
4'-9"
9
TS" B
5'-T
B
24
24
24
25
4'S'
B
23
23
23
25
6'-2'
B
25
25
25
25
26
9.5
1-2" B
S-0"
B
24
24
24
25
4'-3"
B
23
23
23
24
6'-0"
B
25
25
25
25
24
10
64" B
4'-9"
B
24
24
24
25
4'-1"
8
23
23
23
24
5-11"
B
26
26
26
26
24
11
6'-2" B
4'S'
B
24
24
24
24
3'-9"
B
23
23
23
24
5'4"
B
26
26
26
28
25
12
SS" B
4'-1'
B
24
24
24
24
3'4' '
B
23
23
23
24
5'S"
B
27
27
27
27
B
17
5'-2" B
3'-10'
B
T4
24
24
24
J'_3
B
27
27
23
23
5'-3"
C
27
27
27
27
10V
3
22'A'
8
10'-11'
A
22 .
27
28
30
10'-5"
A
21
26
28
30
9'S"
A
21
25
27
28
LIVE
3,5
19'-5"
8
10'-0"
B
22
2e.
28
29
9'-7"
A
22
26
28
29
8'-10"
A
21
25
26
28
LOAD
4
17'-0"
8
9'-21
B
23
26
27
29
8'4"
8
22
25
27
29
81S"
A
22
24
26
27
ONLY
4.5
15'-1"
B
8'-5'
B
23
25
27
28
T-11"
B
22
25
27
28
8'-0"
B
22
24
26
27
28
5
13'-7"
B
T-10"
B
23
25
27
28
7'4"
8
23
25
26
28
7'S"
B
23
24
26
27
28
5.5
12'A"
B
7'4'
B
23
25
26
28
61•9"
B
23
24
26
27
7'4"
B
23
24
25
27
27
6
11'A"
B
6'-11"
B
24
24
26
27
6'4"
B
23
24
25
27
T-1"
B
24
24
25
27
27
6.5
10'•5"
B
6'4"
B
24
24
26
27
5'-11"
B
23
23
25
26
6'-10"
B
24
24
25
26
27
7
9W4"
B
6'-2"
B
24
24
25
27
5'-T
B
23
23
25
26
6'-7-
B
24
24
25
26
27
7.5
9'-1"
B
5'-10'
B
24
24
25
26
5'-3"
B
23
23
24
26
6'S'
8
25
25
25
26
27
8F.6"
T -S"
a
T-7"
B
24
24
25
26
5'-0'
B
23
23
24
26
613"
B
25
25
25
26
26
8.5
84"
B
5'-3•
B
24
24
25
26
4'-9"
8
23
23
24
25
6'-1"
B
25
25
25
26
26
9
TS"
B
5'-1'
B
24
24
24
26
4'S"
8
23
23
24
25
5'-11"
8
26
26
26
26
26
9.5
7-2'
B
4'-10"
B
24
24
24
25
4'-3"
8
23
23
24
25
5'-9"
8
26
26
26
26
514"
10
614"
B
4'S'
B
24
24
24
25
4'-1"
B
23
23
23
25
5'S"
8
26
26
26
26
4'-3'
11
64"
B
4'-3'
B
25
25
25
25
3'-9"
B
24
24
24
24
51S"
B
27
27
27
27
24
12
F -S"
B
4'-0"
B
25
2525
25
2S
3'S"
B
24
24
24
24
5'J"
C
27
27
27
27
B
13
5--2"
B
3'4'
B
25
25
25
25
T-3"
8
24
20
24
24
5'-0"
C
27
27
27
27
10
3
22'8"
B
9'10"
B
23
28
29
31
T-3"
B
22
27
29
31
8'-T
A
22
26
28
29
LIVE
3.5
193"
B
8'-1'
B
23
27
29
30
8'-7"
B
23
27
29
30
8'-1-
B
23
26
27
29
LOAD
4
17'10" *
B
7'-10'
B
23
26
28
30
8'-0"
B
23
27
28
30
T-7"
B
23
25
27
29
ONLY
4.5
15'-1"
B
T-2"
B
24
26
28
29
7'-T'
B
24
26
28
29
T-3"
B
24
25
27
28
28
5
13'-7"
B
6'S'
B
24
26
27
29
7'-2"
B
24
26
28
29
6'-11"
B
24
25
27
28
28
5.5
12'A"
B
61-21
8
24
25
27
28
6'-9"
B
25
26
27
29
6'4"
B
25
25
26
28
27
6
1I'A"
B
5'-9"
B
24
25
27
28
6'4'
B
25
25
27
28
61S"
B
25
25
-26
28
27
6.5
10'3"
B
5'-5"
B
24
25
26
28
5'-11'
6
25
25
27
28
6'1'
B
25
25
26
28
27
7
914"
B
5'-1"
B
24
24
26
27
5'-7'
B
25
25
26
28
6'-0"
B
26
26
26
27
27
7.5
9'-1"
B
4'-/0'
B
25
25
26
27
5'-3•
B
25
25
26
27
5'-9"
B
26
26
26
27
27
88'4"
T -S"
B
4'-7"
B
25
25
25
27
5'-0"
B
25
25
26
27
5'4"
B
26
26
26
27
26
8.5
8'-0"
B
4'4'
B
25
25
25
27
4'-9"
B
25
25
26
27
51S"
B
27
27
27
27
26
9
TS"
B
4'-2"
B
25
25
25
26
4'4"
B
25
25
25
27
5'4"
B
27
27
27
27
26
9.5
T-2"
B
4'-0'
B
25
25
25
26
4'-3"
B
25
25
25
27
5'-3"
C
27
27
27
27
514"
10
6'-9"
B
T-10'
B
25
25
25
26
4'-1"
B
26
26
26
25
5'-1"
C
27
27
27
27
4'-3'
11
6'-2"
B
3'S'
B
25
25
25
26
3'-9"
B
26
26
26
26
4'-10"
D
28
28
28
28
24
12
5'S"
B
3U"
B
25
25
25
25
3'S'
B
26
26
26
26
4'S"
D
28
28
28
28
B
13
5'-2"
a
3'-0"
B
25
25
25
25
T-3'
B
25
26
26
26
4'4"
D
29
29
29
29
TABLE 6.6
0.040"x6.5" RF Fascia Detail W
0.035"x6.5"
RF Fascia Detail V
Extruded Fascia Detail
U
18
Attached Single
Freestanding or
26
Attached single
Freestanding or
Attached Single
Freestanding or
24
26
Span Structure
Mullis an Units
20
span structure
Multispan Units
Span structure
Mullis an Units
GROUND
TRIG
POST
POST
MAX
18
23
MAX POST LENGTH
MAX
4'-5"
A
MAX POST LENGTH
MAX
24
MAX POST LENGTH
SNOW
WIDTH
SPACINGREQ'D
24
POST
MIN
FOOTER8'
I 10' 1 IT
POST
MIN
FOOTE
8- I 10' I 12'
POST MIN
FOOTE
T I 10' I 12'
LOAD
(FT)
014 SLAB
FOR
SPACINGPOST
23
SIZE
CONSTRAINED FOOTER
SPACING
POST
SIZE
CONSTRAINED FOOTE
SPACIN POST
SIZE
CONSTRAINED FOOTER
(PSE)
B
(FT)
SLAB
(FT)
TYPE
'd'
'd" •d"
(FT)
TYPE
"d'
"d 'd- "d'
(FT) TYPE
'd'
•d' "d' 'd"
B
21
23
25
26
28
(in)
(int (in) (in)
B
Y-10'
(in)
(in) (in) (in)
22
(in)
(int
25
3
9'-2"
8
5'-1D"
A
18
23
25
26
5'-1'
A
17
23
24
26
81S'
B
20
25
26
28
29
3.5
T-10"
8
5'-2'
A
18
23
24
26
4'-5"
A
17
22
24
25
T-11"
B
21
24
26
27
29
4
6'-10"
B
4'S"
A
18
22
24
25
4'1"
A
17
22
23
25
7-5"
B
21
24
25
27
28
4.5
e'-1"
B
4'-3-
B
18
22
23
25
T-7'
A
17
21
23
24
V-11"
B
21
23
25
26
28
5
514"
B
Y-10'
B
18
22
23
24
3'-3'
A
17
21
22
24
6'S"
B
22
23
25
26
28
5.5
5'-0"
B
3'-7"
B
18
21
23
24
3'-0"
A
17
21
22
23
6'•2"
B
22
23
25
26
27
6
4'-T
B
T-3"
B
18
21
22
24
7-9-
A
17
20
22
23
5'-10"
C
22
23
24
26
27
6.5
4'-2'
B
3'-1"
B
18
21
22
24
7S-
A
17
20
22
23
1-7"
C
23
23
24
25
27
7
3'-11'
B
2'-10'
8
19
20
22
23
74'
A
17
20
21
23
5'4"
D
23
23
24
25
27
7.5
3'S"
B
2'S"
B
19
20
22
23
7.7
A
17
20
21
23
5'-2"
D
23
23
24
25
27
8
T -S"
B
74"
B
19
20
22
23
2'-1'
A
1119
20
21
22
5'-0"
D
23
23
24
25
26
8.5
3'-7'
B
7S'
B
19
20
21
23
1'"11"
A
17
1g
21
22
4'1"
D
23
23
23
25
26
9
7'-0"
B
2'4"
B
19
20
21
23
11•10"
A
17
19
21
22
4'-7"
D
24
24
24
25
26
9.5
7-10"
B
7.2"
B
19
20
21
22
1 1'-9' 1
A
17
19
20
22
4'S'
D
24
24
24
24
25
3
T-2"
B
4'-10'
A
19
25
26
28 •
4'-2"
A
18
24
26
27
T-7"
8
22
26
28
29
29
3.5
6'-2'
6
4'-3"
B
19
24
26
27
3'-7-
A
18
23
25
26
T-0"
B
22
26
27
29
29
4
5'-5'
B
T-10"
B
19
23
25
27
Y-2"
A
18
23
24
26
64"
B
23
25
27
28
28
4.5
4'-0"
B
3'S•
a
19
23
25
26
7-10"
A
18
22
24
25
6'-1•
B
23
25
27
28
28
5
4'4"
B
3'-7'
B
19
23
24
26
7-7'
A
18
22
24
25
54"
C
23
25
26
28
28
5.5
T-11"
B
7-11"
B
19
22
24
25
2'4"
A
18
22
23
25
SS"
D
24
24
26
28
27
6
3'-7"
B
7S"
B
19
22
24
25
2'-2'
A
18
21
23
24
5'-1"
D
24
24
26
27
27
6.5
3'4"
B
2'S"
B
19
22
23
25
7-0"
A
18
21
23
24
4'-11"
D
24
24
26
27
27
7
3'-1'
B
74"
B
19
21
23
25
1'-11"
A
18
21
22
24
4'4'
D
24
24
25
27
27
7.5
7-10"
B
7-2"
B
19
21
23
24
V-9"
A
18
21
22
24
4'4"
D
25
25
25
27
27
B
21-
8
7-0"
8
19
21
23
24
11S'
A
18
20
22
24
410'
D
25
25
25
26
26
8.5
2'4"
B
1'-11"
B
19
21
23
24
1'-7"
A
18
20
22
23
4'4'
O
25
25
25
26
26
9
74"
8
1'-10"
B
19
21
22
24
1'-0'
A
18
20
22
23
4'10'
D
25
25
25
26
26
9.5
2'-3'
B
1 1'-9"
1 8
1 20
1 21
1 22
1 24 11
1'-5'
1 A
1 18 1
20
1 22
23
T-10"
D
25
25
25
26
110 MPH EXPOSURE C
30
3
6'-11"
B
4'S"
A
18
24
26
28
4'10"
A
18
24
25
27
T-5"
B
21
26
28
29
3.5
5'-11"
B
4'-7'
B
19
24
25
27
3'1"
A
18
23
25
26
5-10"
B
22
25
27
29
4
5'-2"
B
31S"
B
19
23
25
26
3'-1"
A
18
23
24
26
6'4"
B
22
25
27
28
4.5
4'-7"
B
3'4"
B
19
23
25
26
7-9'
A
18
22
24
25
5'-11"
C
23
25
26
28
5
4'-1"
B
3'-0"
B
19
22
24
26
2'S'
A
18
22
23
25
5'-7"
D
23
24
26
28
5.6
T-9"
8
7-9"
B
19
22
24
25
2'S'
A
18
21
23
25
S-3"
D
23
24
26
27
6
3'-5'
B
2'-7"
B
19
22
24
25
2'-1'
A
18
21
23
24
S-0"
D
24
24
26
27
6.5
T-2"
B
7-5"
8
19
22
23
25
1'-11'
A
18
21
23
24
41"
D
24
24
25
27
7
7-11"
B
2'-3'
B
19
21
23
25
1'-10•
A
18
21
22
244-7"
D
24
24
25
27
7.5
2 '-9"
B
2'-1"
B
19
21
23
24
4
1'"
A
16
21
22
24
4'4"
D
24
24
25
27
8
2'-7"
B
1'-11"
B
19
21
23
24
1'-7"
A
18
20
22
23
4.2"
D
25
25
25
26
8.5
2'S"
B
1'-10"
B
19
21
22
24
1'S'
A
18
20
22
23
4'-1'
D
25
25
25
26
9
2'J'
B
1'4•
B
19
21
22
24
1'-5'
A
18
20
22
23
T-11"
D
2S
25
25
26
110 MPH
EXPOSURE
B
May 3, 2011
30
3
8'-7'
B
514"
A
17
23
25
26
4'-10"
A
17
23
24
26
3.5
T-4'
B
5'-0"
A
18
23
24
26
4'-3'
A
17
22
24
25
4
6'-S'
B
4'S"
B
18
22
24
25
T-9"
A
17
22
23
24
t,1
CJS1OIY '
4.5
S
51"
B
4'-P'
B
18
22
23
25
Y-5"
A
17
21
23
24
(
5
5'-1"
B
T-8"
B
18
21
23
24
T-1"
A
17
21
22
24
�yOC�
'
5.5
4'S"
B
314"
6
18
21
23
24
T-10"
A
17
20
22
23
6
4'-3"
B
7-2"
B
18
21
22
24
7-7"
A
17
20
22
23
C
6.5
3'-11"
B
7-11'
B
18
21
22
23
7-5'
A
17
20
21
23
r1I
I V .T
7
3'S'
B
7S"
B
18
20
22
23
2'J'
A
17
20
21
23
1
7.5
3'S'
B
7-7"
B
18
20
22
23
2'-1'
A
17
19
21
22
S/ 0/�;
8T-2"
B
18
20
21
23
T -O'
A
17
19
21
- 22
8.5
1-1.
B
2'-3'
B
18
20
21
23
1'-10"
A
17
19
21
22
9
7-10"
B
7-2"
B
18
20
21
22
11•9•
A
17
19
20
22
VIL
ICC ESR 2676 5/2/2011 Page 47 of 59
SOLID COVER 6.0 POST
i HIGH WIND AREAE
TABLE 6.6
Detail V
Attached2COfNSTRAINED
anding or
Span suucmro
Muftis an Units
MAX
span sw
an Units
GROUND
TRIG POST POST
MAX
PACINGPOST
POSTLENGTH
CONSTRAINED FOOTE
SNOW
WIDTH
SPACING
REO'D
POST
MW
E
I 10' I 12'
191S"
LOAD
(FT)
ON SLAB
FOR
SPACINGPOSTRAINED
29
31
FOOTE(PSF)
B
23
27
(FT)
SLAB
(FT)
TYPE'd'
23
'd'(n>
28
29
LOAD
4
17'-0"
A
7'4'
B
In)
i HIGH WIND AREAE
.035'x6.5" RF Fascia
Detail V
Attached Seigle
Ffeestanding Or
Span suucmro
Muftis an Units
MAX
PACING POST
MAX POST LENGTH
POST MIN
FOOTER
8' I 10'I 17
PACINGPOST
SUE
CONSTRAINED FOOTE
(FT) TYPE
-C
-d- I 'B I "C
Attached Single Freestanding or
Span Structure
MulOs an UNIS
MAX
MAX POST LENGTH
POST MIN
FOOTER
B' I 10' I 17
PACING POST
SUE
CONSTRAINED FOOTE
(FT) TYPE
'd'
-d' I •d" I 'd'
10
3
27S"
A
8'-11'
B
23
28
30
31
8'-10"
B
23
28
30
31
81J"
A
22
27
28
30
E
3.s
191S"
A
8'-0'
B
23
27
29
31
8'41
B
23
27
29
31
7'S"
8
23
26
28
29
LOAD
4
17'-0"
A
7'4'
B
24
27
26
30
7'S"
B
24
27
29
30
7'4'
B
24
26
28
29
ONLY
4.5
15'-1"
A
6'-9"
a
24
26
28
29
T-3"
8
24
27
28
30
71-0-
B
24
26
27
29
4'
5
13'-7"
A
6'J•
B
24
26
28
29
6'-10"
B
25
26
28
30
6'1'
B
25
25
27
29
5.5
174"
A
5'-9'
B
24
25
27
29
6'S"
B
25
26
28
29
6'-51
B
25
25
27
28
6
1114"
A
5'S"
B
24
25
27
28
6'-3'
B
26
25
28
29
6'-Y
B
25
25
27
28
6.5
10'-5'
A
5'-11
B
24
25
26
28
5'-11"
B
26
26
27
29
F-11•
8
26
26
26
28
7
81"
A
4'-9"
B
25
25
26
28
5'-7'
B
25
25
27
28
5'9'
B
26
26
26
28
7.5
9'-1'
A
4'S'
a
25
25
26
27
5'-3'
B
26
26
P
28
5'-7"
B
27
27
27
28
88'S"
4'.A
A
4'-3'
B
25
25
26
27
5'-0'
B
26
26
26
28
5'-S
B
27
27
27
28
8.5
8'-0"
A
4'-1'
B
25
25
2S
27
4'S'
B
26
25
26
28
51J"
B
27
27
27
27
9
71S"
A
T-10'
B
25
25
25
27
4'S"
B
25
26
26
27
5'-2"
C
27
27
27
27
9.5
T -Y
A
3'S"
B
25
25
25
26
4'J'
B
26
26
26
27
5'-0"
C
28
28
28
28
10
3'S'
A
3'S"
B
25
25
25
26
4'-1"
B
26
26
26
27
4'-10"
D
28
28
28
29
11
6'-7'
A
3'-3"
B
25
25
25
26
3'-9"
B
25
26
26
27
4'S"
D
28
28
28
28
20
3
11'-10"
A
TS"
A
19
25
26
28
6'-7"
A
18
24
26
27
10'-2"
B
21
25
27
29
LIVE
3.5
10'-7'
A
6'-T
A
19
24
26
27
5'-9"
A
19
23
25
26
9'4"
B
22
25
27
28
LOAD
4
V-11"
A
5'-11"
A
20
24
25
26
5'-Y
A
19
23
24
25
814"
B
22
25
26
28
ONLY
4.5
T-11"
A
515'
A
20
2'J'
25
26
4'S'
A
19
22
24
25
8'-Y
B
23
24
28
27
4'
5
T-1"
A
5'-0"
B
20
23
24
26
4'-3"
A
19
22
24
25
7'4"
B
23
24
26
27
5.5
6'-5"
A
4'-7"
B
20
22
24
25
7-11'
A
19
22
23
25
714"
B
23
24
25
27
6
5'-11"
A
4'-3'
B
20
22
24
25
T.r
A
19
21
23
24
7'-0"
B
24
24
25
26
6.5
S-5"
A
4'-0"
B
20
22
23
25
3'4'
A
19
21
23
24
61S"
B
24
24
25
26
7
5'-1"
A
T-9'
B
20
21
23
24
31"
A
19
21
22
2d
6'S"
B
24
24
25
26
7.5-
4'-9"
A
T.6'
B
20
21
23
24
2'-11'
A
19
21
22
23
6'-Y'
C
24
24
24
26
84'S"
4'.A
A
3'4'
B
20
21
23
24
2'-9"
A
19
20
22
23
5'-11"
C
25
25
25
26
8.5
4'-2"
A
31.
B
20
21
22
24
7-7-
A
19
20
22
23
5'-9'
D
25
25
25
26
9
T-11"
A
3'-0"
B
20
21
22
24
2'S"
A
19
20
22
23
5'S"
D
25
25
25
25
9.5
3'S"
A
7.10"
B
21
21
22
23
2'4"
A
19
20
21
5'-0"
D
25
25
25
25
20
3
11'-10"
A
71-5A
B
21
27
29
30
6'-7"
A
21
26
26
28
8'-3"
B
22
27
28
30
LIVE
3.5
10'-2"
A
6'-7'
A
22
26
28
29
5'-9"
A
21
25
27
29
71"
B
23
26
28
29
LOAD
4
8'-11"
A
5'-11"
A
22
26
27
20
5'-Y
A
21
25
27
28
7'4"
8
24
26
28
29
ONLY
4.5
7'-11"
A
5'S"
A
22
25
27
26
4'S"
A
21
24
26
28
T-0"
8
24
26
27
29
4'
5
T -i"
A
51-0"
B
22
25
26
28
4'S•
A
2124
22
26
27
6'S"
B
25
25
27
29
5.5
S
61"
A
4'-T
B
22
24
26
27
3'-11"
A
21
24
25
27
6'S"
B
26
25
27
28
6
5'-11"
A
4'-3'
B
23
24
26
27
T-7"
A
21
23
25
26
6'-Y
B
25
25
27
28
6.5
51S"A
B
4'-0"
B
23
24
25
27
3'4"
A
21
23
25
26
S-11"
B
26
26
26
28
7
5'-1"
A
T-9"
B
23
23
25
27
3'-Y
A
21
23
24
26
5'S"
B
26
26
26
28
7.5
4'S'
A
3'S'
B
23
23
25
26
7-11'
A
21
22
24
26
5'-7'.
B
27
21
27
28
8
4'.A
B
3'4'
B
23
23
25
26
7.9'
A
22
22
24
25
5'-S
B
27
27
27
28
8.5
4'-2'
A
3'-2'
8
23
23
24
26
2'.7•
A
22
22
24
25
5'S"
B
27
27
27
27
9
T-11"
A
3'-0'
B
23
23
24
26
2'S"
A
22
22
23
25
5'-2"
C
27
27
27
27
9.53'-9"
A
T-10'
B
23
23
24
25
2'4'
A
22
22
2325
5'-0"
C
28
28
28
28
10
3'S'
A
2'-9-
B
23
23
24
25
2'-3'
A
22
22
23
25
4'-1D"
D
28
28
288
28
GENEKAL INS I RUCTIONS FOR THESE TABLES
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR
CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1
6. CHOOSE A HEADER FROM TABLE 6.6 THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.6
ICC ESR 2676 5/2/2011
0.040'7x6.5" RF Fascia Detail W 0.035'X6.5" RF Fascia Detail V Extruded Fascia Detail U
TABLE 6.6 Attached Singly Freestanding Or Attached Single Freestanding or ad Single Freestanding or
span Sixtus Mullis Units Span structure Mullipan
s an Units sstrumae Multispan Units
GROUND TRIS POST POST MAX MAX POST LENGTH MA% 11" POST LENGTH MAX MAX POST LENGTH
SNOW WIDTH SPACINGREO'D POST MIN FOO e' I 10' . I 12' POST jqZE
OT 8' I 19 I 17 POST MIN DOTE 8' I 10' I 17
LOAD (FT) ON SLAB FOR SPACINGPOST SIZE CONSTRAINED FOOTER SPACIN CONSTRAINED FOOTS SPACIN PAST SUE CONSTRAINED FOOTS(PSF) (FT) SLAB (FT) TYPE •C"d" 'd' -d- (FT) 'd' 'd 'd' 'd (FT) TYPE 'd' 'd' •d' 'd -
fm) (n) (n) (in) (in) (in) lin) Int (in)
40
3
6'4"
B
4'-5"
B
18
24
26
27
3'S'
A
17
23
25
27
T-11
B
21
26
27
29
3.5
5'5'
B
Y-10'
8
18
24
25
27
3'S'
A
17
23
24
26
6S'
a
22
25
27
28
9'
4
4'-9"
B
31S"
B
18
23
25
26
2'-10'
A
17
22
24
25
6'-1'
C
22
25
27
28
We
4.5
4'-2-
B
T-1'
8
18
23
24
26
7-7-
A
17
22
24
25
SS-
C
22
25
26
28
4'
5
Y-9'
8
7-10'
8
18
22
24
25
74'
A
17
22
23
25
5'4'
0
23
24
26
27
5.5
3'-S
8
7-T
B
19
22
24
25
7.1'
A
17
21
23
24
S-0'
0
23
24
26
27
6
3'-2'
B
2'1•
B
19
22
23
25
1'-11'
A
17
21
23
24
4'S'
D
23
24
25
27
6.5
7-11'
B
2'S"
B
19
21
23
25
1•-10'
A
17
21
22
24
4'-T
D
24
24
25
27
7
2'S"
B
2'-1"
B
19
21
23
24
1'S"
A
17
20
22
24
4'4'
D
Z4
N
25
27
7.5
2'S"
B
1'-11•
B
19
21
23
24
1'-T
A
17
20
22
23
4'-7
D
24
24
25
26
8
2'4'
B
1'-10'
B
19
21
22
24
1'S"
A
17
20
22
23
4'4-
D
24
24
25
26
8.5
2'-Y
B
11-8"
B
19
21
22
24
1'S'
A
17
20
22
23
T-10'
D
24
24
25
26
60
3
4'-10
B3'S"
TABLE 62 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
8
17
2325
9. FIND THE OIC SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 ANDIOR TABLE 7.7
26
7-11-
A
16
22
24
26
6'-7
C
20
25
27
28
3.5
4'-1"
B
3'-1'
8
17
23
24
26
7-7'
A
16
22
24
25
SS'
D
21
25
26
28
9'
4
T-7'
B
2'S"
B
17
22
24
25
7S'
A
16
21
23
25
5'3'
D
21
24
26
27
We
4.5
3'1"
B
75"
8
17
22
23
25
7-0•
A
16
21
23
24
4'-1(r
0
21
24
26
27
4'
5
T-10'
8
7-3'
B
17
21
23
25
1'-10"
A
16
21
22
24
4'-T
D
22
24
25
27
5.5
2'-7"
B
7-0"
B
17
21
23
24
1'S'
A
16
20
22
24
4'4'
D
22
23
25
26
6
T-5"
B
1'-10'
8
17
21
72
24
1'1'
A
16
20
22
23
4'-1'
D
22
23
25
26
6.5
2'-2"
B
1'A"
B
17
21
22
24
11S'
A
16
20
22
23
T-11'
0
22
23
25
26
7
1 7-0"
1 B
1 V-7•
1 8 1
17
1 20
1 22
1 24 11
1'4' 1
A 1
16 1
20
1 21
1 23 11
T -Er
I D
1 23
1 23
1 24
1 26
OVER-
United Duralume
TABLE 6.6 AND 6.3. UPGRADE THE POST IF THE HEIGHT
350 S. Raymond Ave
TABLE 62 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
Fullerton, CA
FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4
9. FIND THE OIC SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 ANDIOR TABLE 7.7
Carl Putnam, P. E.
HANG
3441 Ivylink Place
Lynchburg, VA 24503
FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN
PROJECTION OF SINGLE SPAN STUCTURES (FT)
IFT)
6'
7'
8'
9'
10' 11' 17 13' 14' 15'
16'
17'
18'
19'
20'
21'
27
0'
3'
3.5'
4'
4.5'
5' 5.5' T 6.5' T 7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
1'
3.5'
4'
4.5'
5'
5.51 6' 6.5' 7' 7.5' 8'
6.5'
9'
9.5'
10'
10.5
11'
11.5
2'
Na
We
Na
We
Na 6.5' T 7.5' 8' 8.5'
8'
9.5'
10'
10.5'
11'
11.5'
17
3'
Na
Ne
Ne
Na
We n/a n1a We n1a We
9.5'
10'
10.5'
11'
11.5'
17
125
4'
Na
nla
Ne
Na
We We Na n1a We Na
Na
Na
Na
Na
We
12.5'
13'
Structures
1 uc wr xY u m JVume I 1 �- 1 1
Note: Post Codes in Tables 6.3 and 6.4 are different for Identica
8. FOR SINGLE SPAN ATTACHED UNITS USE THE POST SHOWN IN
United Duralume
TABLE 6.6 AND 6.3. UPGRADE THE POST IF THE HEIGHT
350 S. Raymond Ave
IS NOT SUFFICIENT.
Fullerton, CA
FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4
9. FIND THE OIC SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 ANDIOR TABLE 7.7
Carl Putnam, P. E.
10. USE THE APPROPRIATE DETAILS (A -BE). DETAILS MAY REQUIRE THE POST TO BE UPGRADED.
3441 Ivylink Place
Lynchburg, VA 24503
FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN
carlputnam(bcomcast.net
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 6.6
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
SLAB 9. FOLLOW 9-10 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR POST SPACING ON SLAB REQUIREMENTS INSTEAD OF THESE TABLES
Page 48 of 59
May 3, 2011
#
Cn1 In rn1ICD a n onCT CDArlur_C GnO DATn AMn rnMMr Mr IAI r11VFRC MIRK NIINn ARFAS
TABLE 6.7
4"x2.375" 1 Beam Detail P
6"x4.5" I Beam Detail Q
0.048"x3"x3" Steel Beam Detail J
T -r
Attached Single Freestanding or
18
Attached Single Freestanding or
23
Attached Single Freestanding or
14'-3"
8
Span Structure Multis an Units
I
26
span structure Multispan Units
29
span structure MulBs an Units
GROUND
TRIS
POST
POST
MAX
LIVE
MAX POST LENGTH
MAX
8
MAX POST LENGTH
MAX
19
MAX POST LENGTH
SNOW
WIDTH
SPACING
REO'D
POST
MIN
FOOTER 8' I 10' I 12'
POST
MIN
FOOTER 8' I 10' I 17
POST
MIN
FOOTER 8' I 10' I 12'
LOAD
(FT)
ON SLAB
FORSPACIN
B
POST
SIZE CONSTRAINED FOOTS
SPACINGPOST
21
SIZE CONSTRAINED FOOTS
SPACING
POST
SIZE CONSTRAINED FOOTS
(PSF)
26
(FT)
SLAB
tFT)
TYPE
"d' "d' 'd' "d"
(FT)
TYPE
'T "d" "d' 'd
(FT)
TYPE
'd' 'd" 'd" I "d'
I
B
V -S"
A
20
21
22
(in) lin) (in) On)
12'-11'
B
In) (m) lin) (in)
26
27
(inl (in) Ilet (in)
10
3
22'5"
B
T -r
A
18
21
23
24
14'-3"
8
23
26
28
29
111-3"
A
21
26
27
29
LIVE
3.5
1915"
8
6-11'
A
19
21
23
24
13'-0"
8
24
26
28
29
101-8-
A
22
25
27
28
LOAD
4
17'-0^
B
6-8-
A
20
21
23
24
13'J'
B
25
26
28
29
10'-3'
8
23
25
27
28
ONLY
4.5
15'-1"
B
V -S"
A
20
21
22
24
12'-11'
B
25
26
27
29
9'-10"
8
23
25
27
28
5
13'-7"
B
614-
A
21
21
22
24
17-7'
B
26
26
27
29
91S
8
24
25
26
28
5.5
124"
B
V -r
A
21
21
22
24
17-3'
B
27
27
27
28
9'-2"
8
24
25
26
28
6
11'4"
B
61-0'
A
22
22
22
24
17-0"
C
27
27
27
28
8'-11'
B
25
25
26
27
6.5
10'5"
B
5'-11"
B
22
22
22
23
1115'
0
28
28
28
28
81S"
B
25
25
26
27
110 MPH EXPOSURE B
7
9'S"
B
5'-0"
8
23
23
23
23
11'-r
D
28
28
28
28
8'4"
B
26
26
26
27
23
7.5
6.1"
B
51-8'
B
23
23
23
23
11'4'
D
29
29
29
29
8'-1'
B
26
26
26
27
28
28
8
8'S"
B
5'-7'
8
23
23
23
23
11'-7
D
29
29
29
29
T-10"
B
26
26
25
27
4'-8"
8.5
8'-0"
B
5'S'
B
24
24
24
24
111-0"
D
30
30
30
30
7'-r
B
26
26
26
27
21
21
21
e
r5•'
B
5'S'
B
24
24
24
24
10'-11'
D
30
30
30
30
7'-S"
B
27
27
27
27
10'5"
9.5
7-7'
B
5'4"
B
24
24
24
24
10'S'
D
31
31
31
31
7'-7
C
27
27
27
27
29
30
30
10
6'-0"
B
5'-V
B
25
25
25
25
10'-7"
D
31
31
31
31
7'4r"
C
27
27
27
27
11
6'-2"
8
5'-2'
B
25
25
25
25
10'4-
D
32
32
32
32
61S^
D
28
28
26
28
12
51S"
8
5'-1'
B
26
26
26
26
10'-2'
D
33
33
33
33
6'-6'
D
28
28
28
28
13
T-2"
B
4'-11'
B
26
25
26
28
9'-11'
E
33
37
33
33
6`2"
D
28
2B1
28
1 28
103
3
22'-0'
B
71-0"
A
19
22
23
25
13'-11"
B
24
27
28
30
10'-11'
A
22
26
28
29
E
LIVE
3
5
19'"
B
6'-9'
A
19
22+
23
25
13'S"
8
25
27
28
30
10'4"
B
22
26
27
29
LOAD
4
17'-0"
B
6'S"
A
20
22
23
24
13'-0"
8
25
26
26
30
9'-11"
B
23
26
27
29
ONLY
4.5
15'-1"
B
6'4"
A
21
21
23
24
12'-7"
8
26
26
28
29
T-6"
B
24
25
27
28
5
13'-7"
B
6'-2'
A
21
21
23
24
12'4'
8
27
27
28
29
T-2"
B
24
25
27
28
5.5
124"
B
6'-0'
A
22
22
23
24
12'-0"
C
27
27
28
29
8'-11"
B
25
25
27
26
6
11'4"
B
5'-10'
8
22
22
23
24
11'-9"
D
28
26
28
29
8'S"
B
25
25
26
28
6.5
1015'
B
5'-0'
B
23
23
23
24
1115'
D
29
29
29
29
8'4"
B
26
26
26
28
110 MPH EXPOSURE B
7
911"
B
S'S'
B
23
23
23
24
11'4'
D
29
28
29
29
8'-0"
B
26
26
26
27
23
7.5
9-1"
B
S -r
B
24
24
24
24
11'-1"
D
30
30
30
30
7'-9"
8
26
26
26
27
28
28
8
6'1"
8
51S"
8
24
24
24
24
10'-11'
D
30
30
30
3D
T-6"
8
27
27
27
27
4'-8"
8.5
8'-0"
8
5'-5"
8
24
24
24
24
10'-10'
D
31
31
31
31
T-3"
B
27
27
27
27
21
21
21
9
TS"
8
5'4'
8
25
25
25
25
101-8-
D
31
31
31
31
7'-1"
C
27
27
27
27
10'5"
9.5
T-2"
8
T-3'
8
25
25
25
25
1015-
D
32
32
32
32
6'-11"
C
27
27
27
27
29
30
30
10
6'-0"
8
5'-2'
B
25
25
25
25
10'4-
D
32
32
32
32
6'-9"
D
28
28
28
28
11
6-2"
B
5'-0'
8
26
26
26
26
10'-1'
D
33
33
33
33
6'-S
D
28
28
23
28
12
51-8"
8
4'-11"
8
27
27
27
27
9'-11"
E
33
33
33
33
6'-1"
D
28
28
28
28
13
1 T-2'
1 8
1 4'-10'
1 C
1 27
1 27
1 27
1 27
11 9-9' 1
F
1 34
1 34
1 34
1 34 11
5-11" 1
D 1
28
1 28
1 29
1 29
10
3
22'5"a
TABLE 6.7
6'-r
A
20
23
25
26
13'-r
B
25
28
30
31
10'-1"
8
23
27
29
31
LIVE
3.5
1915"
8
6'4'
A
21
23
24
26
175'
8
2a
28
30
31
9'-7"
B
24
27
29
30
LOAD
4
17'-0"
8
V.2"
A
22
23
24
26
17J'
B
27
28
29
31
e' -r
B
25
27
28
30
ONLY
4.5
15'-1"
8
6-11"
A
22
23
24
26
11'-11'
D
28
28
29
31
8'S"
B
25
26
28
30
5
13'-7"
B
6-10'
8
23
23
24
25
it' -r
D
29
29
29
31
e'S"
B
26
26
28
29
5.5
174"
B
51-V
B
23
23
24
25
11'4"
D
29
29
29
31
8'-1"
B
26
26
28
29
6
11'4'
B
51S"
B
24
24
24
25
11'-1"
D
30
30
30
30
7'-8'
B
27
27
27
29
6.5
10'5"
B
51S'
B
24
24
24
25
10'-11'
0
31
31
31
31
T-5"
B
27
27
27
29
110 MPH EXPOSURE B
7
8'1"
B
5'4'
B
25
25
25
25
10'-8"
D
31
31
31
31
T -r
C
27
27
27
29
23
7.5
9'-1"
B
5'-3"
B
25
25
25
25
1015"
D
32
32
32
32
6'-11"
C
28
28
28
28
28
28
8
81S"
8
5'-2'
B
26
26
26
26
10'4"
D
32
32
32
32
61S"
D
28
28
28
28
4'-8"
8.5
814"
B
5'-1'
8
26
26
26
26
10'-2"
D
33
33
33
33
61S"
D
28
28
28
28
21
21
21
9
7'S"
8,
5'-0-
B
26
26
26
26
10'-1'
D
33
33
33
33
6'4"
D
28
28
28
28
10'5"
9.5
T-2"
B
4'-11'
8
27
27
27
27
9'-11"
E
34
34
34
34
V-7'
D
29
29
29
29
29
30
30
10
6'-9"
B
4'-10'
B
27
27
27
27
9'-9"
F
34
34
34
34
6'4"
D
29
29
29
29
11
6'-7'
B
4%S'
C
28
28
28
28
9'S"
F
35
35
35
35
5'-0"
D
29
29
29
29
12
6-0"
B
4'-8"
D
28
28
28
28
914'
F
36
36
36
36
5'-5"
D
30
30
30
30
13
5'-2"
B
4'-7'
1 D
1 29
1 29
1 29
1 29 11
9-2'
1 G
1 36
1 36
1 36
1 36 11
5'-3'
1 D
30
1 30
30
30
ICC ESR 2676 5/2/2011
25
4'72.375" I Beam Detail
P 6"x4.5" I Beam Detail Q 0.048"x3"x3" Steel Beam Detail J
TABLE 6.7
Attached Single
Freestanding or Attached single Freestanding or Attached Single Freestanding or
19
Span Structure
Multis an Units Seen Structure Multis an Units Span Structure Multis an Units
GROUND TRIB POST POST
MAX
AX MAX POST LENGTH MMAX POST LENGTH LW MAX POST LENGTH
SNOW WIDTH SPACINGREO'D
POST MIN FOOTS
8' I 10' I IT POST MIN DOTE T I lit 12' POST MIN FOO 8' I 10' I 17
LOAD (FT) ON SLAB FOR
SPACIN POST SIZE
CONSTRAINED FOOTER SPACINGPOST SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS
(PSF) (FT) SLAB
(FT) TYPE "d"
'd' 'd' 'd' (FT) TYPE 'C' "d "d" 'd" (FT) TYPE 'd' 'd' "d^ 'd"
28
(m)
(in) (inl fin) fin) finl I (in) I (a,) (int (in) I lin) I (in)
25
3
9'-r
B
7'-0"
B
19
22
23
25
13'-11"
0
24
27
28
30
914'
B
21
25
27
28
3.5
T-10'
B
61S"
B
19
22
23
25
175"
0
25
27
28
30
8'S"
B
21
25
26
28
4
6'-10"
B
11"
B
20
22
23
24
13'-0'
D
25
26
28
30
7'-10'
B
21
24
26
27
4.5
6'-1"
B
6'-11
B
21
21
23
24
17-7"
D
26
26
28
29
T-3'
8
22
24
26
27
5
65"
B
51-8-
B
21
21
22
24
174"
D
27
27
28
29
6'-10"
8
22
24
25
27
5.5
5'-0"
8
5'-3'
8
21
21
22
24
17-0"
E
27
27
28
29
6'5"
C
22
23
25
26
6
4'-7"
B
4'-11'
B
21
21
22
23
11'-9"
F
28
28
28
29
6'-1"
C
23
23
25
26
6.5
4'-r
8
4'-7'
B
21
21
22
23
11'5'
F
29
29
29
29
51-9"
D
23
23
24
26
110 MPH EXPOSURE B
7
3'-11'
B
4'4'
B
21
21
22
23
11'4"
G
29
29
29
29
65"
D
23
23
21
26
23
7.5
3'S"
8
4'-1"
8
21
21
21
23
11'-1"
G
30
30
30
30
SJ"
D
23
23
24
25
28
28
8
Y-5"
8
3'-10'
8
21
21
21
23
10'-7'
G
30
30
30
3D
5'-0"
D
23
23
24
25
4'-8"
8.5
3'-2"
B
T-8"
B
21
21
21
22
10'-1"
G
30
30
30
30
4'-10"
D
23
23
24
25
21
21
21
9
3-0"
B
3'S'
B
21
21
21
22
9141'
G
30
30
30
30
4'4"
D
24
20
24
25
10'5"
9.5
T-10"
B
3'4"
B
22
22
22
22
14"
G
30
30
30
30
4'-S"
D
24
20
24
25
25
3
T-2"
B
11"
B
2123
23
25
27
17-11"
D
26
29
31
32
B'-1'
8
72
27
28
30
3.5
6'-2'
8
6'-2"a
B
B
21
23
25
26
12'5-
0
27
28
30
32
r4'
8
23
26
28
29
4
5'-5"
B
5'-7"
B
22
23
24
26
17-0"
0
28
28
30
32
6-9'
8
23
26
27
29
4.5
4'-0"
B
T-1^
6 _
22
22
24
26
11'5^
E
29
29
30
31
6'-3'
C
23
25
27
28
5
4'4'
8
4'S'
B
22
22
24
25
11'4"
F
29
29
30
31
5'-10"
D
24
25
27
28
5.5
T-11"
B
4'4"
B
22
22
23
25
11'-1'
F
30
30
30
31
65"
D
24
25
26
28
6
Y-7"
B
4'-0'
8
22
22
23
25
10'-10"
G
31
31
31
31
6-2"
D
24
24
26
28
6.5
3'4"
B
3'-9'
B
22
22
23
24
1014'
G
31
31
31
31
4'-11"
D
24
24
26
27
110 MPH EXPOSURE B
7
T-1"
B
3'S"
8
22
22
23
24
9'-101
G
31
31
31
31
4'S"
D
24
24
26
27
23
7.5
2'-10'
B
3'4"
8
22
22
23
24
9'4'
G
31
31
31
31
4'S"
D
25
25
25
27
28
28
8
2'-e'
B
3'-2"
8
22
22
22
24
8'-111
G
32
32
32
32
4'-0"
D
25
25
25
27
4'-8"
8.5
75"
8
3'-0"
8
22
22
22
24
81S-
G
32
32
32
32
4'-1"
D
25
25
25
26
21
21
21
9
74"
B
2'-10'
8
23
23
23
24
8'-2"
G
32
32
32
32
Y-11"
D
25
25
25
26
10'5"
9.5
1 7.3^
1 B
1 7S"
1 B
23
1 23
1 23
1 23 11
7'-10'
1 G
1 32
1 32
32
32 11
YS"
I D
1 25
25
25
26
30
l la MYH
3
t-buxt
6'-11"
u
B
6'-5'
B
21
23
25
27
12'-11"
D
26
29
31
32
7'-11"
B
22
27
28
30
3.5
4
T-11'
5'-r
B
B
6'-0"
5'-5'
B
B
21
21
23
23
25
24
26
26
12'S"
12'-0"
D
D
27
28
28
28
30
30
32
32
T-7
6.7"
B
C
22
23
26
26
28
27
29
29
4.5
5
4'-7"
4'-1"
B
B
4'-11"
4'S'
B
B
21
22
22
22
24
24
25
25
1115"
11'4"
F
F
29
29
29
29
30
30
31
31
6-1"
51-V
C
D
23
23
25
25
27
26
28
28
5.5
6
YS"
Y -S"
B
B
4'-2'
T-11'
B
B
22
22
22
22
23
23
25
25
11'-1'
1015"
. G
G
30
31
30
31
30
31
31
31
64"
F-1"
D
D
24
24
25
24
26
26
28
27
6.5
X -r
B
3'-8"
8
22
22
23
24
10'-11
G
31
31
31
31
4'-9"
D
24
24
26
27
7
7.5
2.11"
2'-9"
B
B
T -S'
Y -r
B
a
22
22
22
22
23
22
24
24
9'S"
9'-1"
G
G
31
31
31
31
31
31
31
31
4'-7"D
4'4'
D
24
24
24
24
25
25
27
27
8
2'-r
B
3'-V
B
22
22
22
24
64"
G
31
31
31
31
4'-2'
D
25
25
25
26
8.5
75
2'-3"
8
B
7-10'
T-9"
B
B
22
22
22
22
22
22
24
23
8'-3'
T-11"
G
G
31
32
31
32
31
32
31
32
-0"
4''
T-10'
D
D
25
25
25
25
25
25
26
26
110 MPH EXPOSURE B
May 3, 2011
30
3
8'-7"
B
71-W
B
19
22
23
25
13'-11'
D
24
27
28
30
3.5
4
T4"
6.5"
B
B
6'-9"
6'-5"
B
B
19
20
22
21
23
23
25
24
13'S"
13'-0'
D
D
25
25
27
26
28
28
30
30
SS�ON
4.5
5
51S"
5'-1"
B
B
5'-11"
5'-S
B
B
20
20
21
21
23
22
24
24
17-7"
174'
D
E
26
27
26
27
28
28
29
29
(l
5.5
4'-8"
B
5'-0"
B
21
21
22
23
12'-0'
F
27
27
28
29�
6
6.5
7
4'-3'
3'-11"
3'-8"
B
8
B
4'$'
4'4'
4'-1-
B
B
8
21
21
21
21
21
21
22
22
21
23
23
23
111-9"
111-
5
11'-r
F
G
G
28
29
29
28
29
29
28
29
29
29C
29
29
9 %
V
'0 /
7.5
X-5"
B
T-11"
8
21
21
21
23
10'5"
G
29
29
29
29
.6/
8
8.5
9
T-2"
Y-0"
1 7-10'
B
B
B
-0
3''
T-6'
3'4"
8
B
B
21
21
21
21
21
21
21
21
21
22
22
22
10'-r
9'-9'
9'4"
G
G
G
29
30
30
29
30
30
29
30
30
29
30
30
/J
I
Page 49 of 59
MAY 1 3 2011
cn1 In COVER 6-0 POST SPACINGS FOR PATIO AND COMMFRCIAL COVERS HIGH WINO ARFA�
4"x2.375" I Beam Detail P
TABLE 6.7 Attached single Freestanding or
6'-X4.5" I Beam Detail 0
0.048"x3"x3" Steel Beam Detail J
B
Attached Single
or
21
ched sergie
Freestanding or
Span Structure Multis an Units
12'-11"
Span SWcture
ltis an Units
29
Span Structure
Muftis an Units
GROUND
TRIB
POST
POST MAX
30
MAX POSTLENGTH
MAX
3.5
191-5"
AX POST LENGTH
MAX
A
21
MAx POST LENGTH
SNOW
WIDTH
SPACING
REO'D POST MIN
FOOTER
B' I 10' I 12'
POST
MIN
FOOTER8'
[Freestanding
I 10' I IT
POST
MM
FOOTER
8' I 10' I 17
LOAD
(FT)
ONSLAB
FOR SPACIN POST
SIZE
CONSTRAINED FOOTE
SPACIN
POST
SIZE
NSTRAINED FOOTE
SPACING
POST
SQE
CONSTRAINED FOOTE(PSF)
30
32
(FT)
SLAB (FT) TYPE
"d'''"d''d"
27
(FT)
TYPE
-d•
d"'''d"
(FT)
TYPE
'd"
'd' 'd""d"(in)
23
23
25
26
11'-8-
(in) (in) (in)
29
29
(in)
in) (in) (in)
8'S"
a
Im)
(in) (in) (in)
10
3
22'-8"
B
V-5"
A
21
23
25
27
12'-11"
B
26
29
31
32
9'-9"
B
24
28
30
31
LIVE
3.5
191-5"
B
6'-2"
A
21
23
25
26
12'S"
B
27
28
30
32
91d"
B
24
27
29
31
LOAD
4
IT -O"
B
6'-0"
A
22
23
25
26
12'-0"
C
28
26
30
32
8'-10"
B
25
27
29
30
ONLY
4.5
15'-1"
B
T-10'
B
23
23
25
26
11'-8-
D
29
29
30
31
8'S"
a
26
27
29
30
4'
5
13'-7-
B
5'-8•
B
23
23
25
26
11'-4"
D
29
29
30
31
8'-1"
8
26
27
28
30
5.5
174"
B
S-7"
B
24
24
24
26
11'-1"
D
30
30
30'
31
7'-8"
B
27
27
28
30
6
11'4"
B
5'-5"
a
24
24
24
26
10'-10"
D
31
31
31
31
7'4"
B
27
27
28
29
6.5
10'-5"
B
5'4"
B
25
25
25
26
101-8"
D
31
31
31
31
T-1'
C
27
27
28
29
7
11"
B
S -Y
B
25
25
25
26
101-5'
D
32
32
32
32
V-/0"
C
28
28
28
29
7.5
9'-1"
B
5'-1"
B
26
26
26
26
10'-3'
D
32
32
32
32
6'-7"
D
28
28
28
29
8
8'S"
B
5'-1"
B
26
26
26
26
10'-1"
D
33
33
33
33
6'-S
D
28
28
28
29
8.5
e'-0"
B
5'-0"
B
27
27
27
27
10'-0"
E
33
33
33
33
6'-2"
D
29
29
29
29
9
T-6"
B
4'-11"
B
27
27
27
27
9'-10"
E
34
34
34
34
6'-0" .
D
29
29
29
29
9.5
1-7'
B
4'-10"
C
27
27
27
27
9'-8"
F
34
34
34
34
5'-10"
D
29
29
29
29
10
6'-9"
8
4'-9"
C
28
28
28
28
9'-7"
F
35
35
35
35
5'A"
D
29
29
29
29
11
6'-2"
B
4'-8'
D
28
28
28
28
9'4"
F
36
36
36
36
5'S"
D
30
30
30
30
20
3
11'-10"
a
7'-0"
A
19
22
23
25
1T-6"
. D
25
28
30
31
10'-10'
B
22
26
28
29
LIVE
, 3.5
10'-2"
6
V-9'
A
19
22
23
25
16'4"
D
26
28
30
31
10-2"
B
22
26
27
29
LOAD
4
8'-11"
B
11"
B
20
22
23
24
15'-11"
D
27
28
29
31
1"..
B
23
25
27
28
ONLY
4.5
T-11"
B
64"
B
21
21.
23
24
15'-3"
D
28
28
29
31
819'
B
23
25
27
26
4'
5
T-1"
B
V-2"
B
21
21
23
24
14'-9'
D
28
28
29
30
8'3"
B
23
25
26
28
5.5
6'S"
B
6'-0"
B
22
22
23
24
14'-3"
D
29
29
29
30
71A"
B
24
24
26
27
6
S'-11"
B
5'-10"
B
22
22
23
24
13'-10"
E
30
30
30
30
7'4"
B
24
24
26
27
6.5
5'-5"
8
5'-9"
B
23
23
23
24
13'S'
E
30
30
30
30
7'-0"
C
24
24
25
27
7
5'-1"
B
51-0"
B
23
23
23
24
13'-2"
F
31
31
31
31
6' -WC
C
24
24
25
26
7.5
N-9"
B
51a"
B
23
23
23
24
12'-10'
F
31
31
31
31
6'4"
D
25
25
25
26
8
4'-5"
B
4' -Il'
B
23
23
23
23
17-7"
F
32
32
32
32
6'-1"
D
25
25
25
26
8.5
4'-2"
B
4'-0"
B
23
23
23
23
174"
G
32
32
32
32
5'-11"
D
25
25
25
26
9
3'-11"
B
4'S"
B
23
23
23
23
17-1"
G
32
32
32
32
5'-0"
D
25
25
25
26
8.5
3'S"
B1
4'4"
B
1 23
23
1 23
1 23 11
11'-7"
G
1 33
1 33
33
33
S'S" 1
D
25
25
25
26
20
3
11'-10"
B
61S"
A
21
23
25
27
12'-11'
B
26
29
3132
LOAD (FT) ON SLAB FOR SPACINGPOST SIZE
9'-9"
B
24
28
30
31
LIVE
3.5
10'-2"
B
6'-2'
A
21
23
25
26
173"
B
27
28
30
32
1"..
8
24
27
29
31
LOAD
4
8'-11"
B
6'-0"
A
22
23
25
26
12'-0"
D
28
28
30
32
8'-10'
B
25
27
29
30
ONLY
4.5
T-11"
B
F-10"
B
23
23
25
26
11'-8"
D
29
29
.30
31
1"..
B
26
27
-29
30
4'
5
T-1"
B
51-8"
B
23
23
25
26
11'4"
D
29
29
30
31
8'-7"
B
26
27
28
30
5.5
61S"
B
T-7"
B
24
24
24
26
11'-1"
0
30
30
30
31
7'-0"
8
27
27
28
30
6
5'-11"
B
5'-5"
B
24
24
24
26
10'-10"
D
31
31
31
31
7'4"
8
27
Z7
28
29
6.5
5'S"
B
514•
B
25
25
25
26
19-8"
D
31
31
31
31
T-0"
C
27
27
28
29
7
5'-1'
B
5'-2'
B
25
25
25
26
101-5"
D
32
32
32
32
6'-0"
C
27
Z7
2i
29
7.5
4'-9"
B
5'-1'
8
26
2b
26
26
10'-3"
D
32
32
32
32
6'4"
D
28
28
28
28
8
4'-5"
B
4'-11"
B
26
26
26
26
10'-1"
D
33
33
33
33.
6'-1"
D
28
28
28
28
8.5
4'-2"
B
4'-9"
B
26
26
26
26
10'-0"
E
33
33
33
33
5'-11"
0
28
28
28
28
9
X-11"
B
4'S"
B
26
2`c
26
26
9'-10"
F
34
34
34
34
S.
D
28
28
28
28
9.5
3'S"
B
4'4"
B
26
20'
26
26
9'-8"
F
34
34
34
34
1.,..
D
28
28
28
28
10
3'S"
B
4'-1"
8
26
26
26
26
9'-7"
F
35
35
35
35
5'J"
D
29
29
29
29
GENEKAL INb I KUU I IUN5 FUK I KESS I At5LE5
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
4" CHOOSE A PANEL FROM SECTION 4.0 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR
CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1
6. CHOOSE A HEADER FROM TABLE 6.7 THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.7
ICC ESR 2676 5/2/2011
4' -X2.375 --I Beam Detail
P
6"x4.6'1 Beam Detail 0 0.048"x3"x3" Steel Beam Detail J
TABLE 6.7Attached Single
Freestanding or
Attached Single Freestanding or Attached Single Freestanding or
Span Structure
Multis an Units
Span structure Mullispan Units Span Structure MUllispan Units
GROUND TRIG POST POST MAX
MAX POST LENGTH
MAX MAX POST LENGTH MAX MAX POST LENGTH
SNOW WIDTH SPACINGREOD POST MIN FOOTE
B' I 10 .I 12'
POST MIN OOT B' I 10' I 17 POST MIN FO07 8' I 10 I 17
LOAD (FT) ON SLAB FOR SPACINGPOST SIZE
CONSTRAINED FOOTER
SPACIN POST 612E CONSTRAINED FOOTE SPACIN POST SIZE CONSTRAINED FOOTER
(PSF) (FT) SLAB (FT) TYPE "d"
"d" 'd' 'd'
(FTI TYPE 'd" "C "d" "d" (FT) TYPE "d' "d" 'd' 'd`
(in)
(in) 0n1 (in)
fin) (In) (in) (in) (int lin) (in) (in)
40
3
6'4"
B
6'S"
B
20
23
25
26
12'-11"
D
26
29
31
32
TS"
B
22
26
28
30
E
3.5
51S"
B
5'-"
B
21
23
24
26
12'S"
0
27
28
30
32
V-10"
B
22
26
27
29
9'
4
4'-9"
B
5'-1"
B
21
22
24
26
12'-0"
F
28
28
30
32
6'J"
C
22
25
27
28
Na
4.5
4'-2'
B
4'-0"
8
21
22
24
25
111-81
F
29
29
30
31
5'-10"
D
23
25
27
28
4'
5
X-9"
B
4'J'
B
21
22
23
25
11'4"
G
29
29
30
31
V-5"
D
23
25
26
28
5.5
Y-5"
B
T-11"
8
21
21
23
25
10'-9"
G
30
30
30
31
5'-1"
D
23
24
26
27
6
3'-2"
B
3'-0"
B
21
21
23 .
24
10'-1"
G
30
30
30
31
4'-10"
D
23
24
_ 26
27
6.5
7-11"
B
3'S•
B
21
21
23
24
9'-0"
G
30
30
30
30
4'S"
D
24
24
25
27
7
2'-8"
B
3'-7'
B
22
22
22
24
T-0`
G
30
30
30
30
4'4"
D
24
24
25
27
7,5
2'S"
B
3'4T
B
22
22
22
24
8'-7'
G
31
31
31
31
4'-1'
D
24
24
25
Z6
B
2'4"
B
2'-10"
B
22
22
22
24
B'-2"
G
31
31
31
31
3'-11"
D
24
24
25
26
8.5
2'-2'
B
7-"a
22
22
22
T-9'
G
31
31
31
31
3'-9'
D
24
24
25
28
60
3
4'-10"
B
V-3"
6
19
23
24
26
12'-9"
F
26
29
30
32
14'
C
20
25
27
29
E
3.5
4'-i"
B
4'-7"
B
19
22
24
25
12'-1'
G
27
28
30
32
5'-9"
D
2125
5' S.S 6' 6.5' 7' 7.5
27.
28
9'
4
T-7"
B
4'-1'
B
19
22
23
25
11'-2"
G
27
28
30
31
5'J"
D
21
24
26
28 '
Na
4.5
Y-2"
B
13"
6
20
21
23
24
10'4"
G
27
27
29
31
4'-11"
D
21
24
26
27
4'
5
7-10"
B
'3'-5`
B
20
21
23
24
91S"
G
28
28
29
30
4'-7"
D
22
24
25
27
5.5
7-7"
B
T-2'
B
20
21
22
24
8'-11"
G
28
28
28
30
4'.3"
D
22
23
25
27
6
2'S"
B
2'-11"
6
20
20
22
24
8'4'
G
28
28
28
29
4'-0"
D
22
23
25
26
6.5
2'-2"
B
7.8"
B
20
20
22
23
T-10"
G
28
28
28
29
3'-9"
D
22
23
25
26
7
1 2'-0`
1 B
1 7-W
I B
1 20
1 20
1 22
1 23 11
TS'
I G
1 28
1 28
1 28
1 29 11
Y-7"
1 D
1 22
1 23
1 24
1 26
OVER-
United Duralume
Post Description
Maximum
Footing
TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
POST
CODE Detail #
0.048"x3"x3" Steel Clover
d=
20"
10'
HANG
AK
0.048"x3"x3" Steel Clover
d=
21"
PROJECTION OF SINGLE SPAN STUCTURES (FT)
C
AK
3/16"x3"x3" Steel Square
d=
28"
10'
E
(FT)
6'
7'
8'
9'
10' 11' 12' 13' 14' 15'
18'
IT
18'
19'
20'
21'
27
0'
3'
3.5'
4'
4.5
5' S.S 6' 6.5' 7' 7.5
' 8'
8.5'
9'
9.5'
10'
10.5'
11'
1'
3.5'
4'
4.5'
S.
5.5' 6' 6.5' 7' 7.5' 8'
8.5'
9'
9.5'
td
10.5
11'
11.5'
2.
Na
Na
Na
Na
Na 6.6 7' 7.5' 8' 8.5'
11
9.6
10
10.5'
11'
11.5'
12'
3'
Ne
Na
Na
We,
Na Na n/a rda Na n/a
9.5'
10'
10.5
11'
11.5'
17
12.5'
4'
1 Na
Na
. Na
Na
We n/a Na Na Na Na
nla
Na
Na
Na
Na
12.5'
13'
IA9LE 6.3 F
for Attached
TABLE 6.4 Post Requirements for
Freestandin or Multis an Attached Structures
United Duralume
Post Description
Maximum
Footing
Max
t2!2h.
POST
CODE Detail #
0.048"x3"x3" Steel Clover
d=
20"
10'
B
AK
0.048"x3"x3" Steel Clover
d=
21"
8'
C
AK
3/16"x3"x3" Steel Square
d=
28"
10'
E
AF
3/16"x3"x3" Steel Square
d=
25"
12'
E
AF
1/4""0"x3" Steel Square
d=
28"
12'
E
AF
3/16"x4"x4" Steel Square
d=
30"
12'
G
AF
1/2"x4"x4" Steel Square
d=
3T'
12'
1 H
Al
1/2'X4"x4" Steel Square
I d=
31"
15'
1 H
AF
Note: Post Codes in Tables 6.3 and 6.4 are different for identica
8. FOR SINGLE SPAN ATTACHED UNITS USE THE POST SHOWN IN
United Duralume
TABLE 6.7 AND 6.3. UPGRADE THE POST IF THE HEIGHT
350 S. Raymond Ave
IS NOT SUFFICIENT.
Fullerton, CA
FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4
9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 AND/OR TABLE 7.7
Carl Putnam, P. E.
10. USE THE APPROPRIATE DETAILS (A -BE)- DETAILS MAY REQUIRE THE POST TO BE UPGRADED.
3441 Ivylink Place
Lynchburg, VA 24503
FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN
cariputnam(-Comcast.net
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 6.7
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
SLAB 9. FOLLOW 9-10 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USETABLE 7.1 ON SHEET M3 FOR POST SPACING ON SLAB REQUIREMENTS INSTEAD OF THESE TABLES
Page 50 of 59
May 3, 2011
' Y'fVlt �Q"
OFCALIF
SOLID COVER 6.0 POST SPArIhI .S FOR PATO Alin COMMERCIAL COVERS HIGH WIND ARFAS
7x5.5" I Beam Detail R
TABLE 6.8 Attached Single Freestanding or
10"x5.5" 1 Beam Detail
T
B
Attached Single
Freestanding or
Span Structure Multis an Units
26
Span Structure
Mullis an Units
GROUND
TRIG
POST
POST MAXIMINFOOTER
32
MAX POST LENGTH
MAX
3.5
191.5"
MAX POST LENGTH
SNOW
WIDTH
SPACING
REO'D POST
29
8' I 12' I 15'
POST
MIN
FOOTER
8' I 17 I 15'
LOAD
(FT)
ON SLAB
I
FOR SPACIN
IZE
CONSTRAINED FOOTE
SPACING
POST
612E
CONSTRAINED FOOTE(PSF)
29
POST
(FT)
SLAB (FT)
d'
'd' "d' 'd"
(FT)
TYPE
'd'
'd" 'd"''in)
15'-1"
0
17'-0"
D
28
(in) (in) (int
29
'd' 'd" 'd" "d.
lin)
(in) (in) Lm)
10
3
221-8"
B
18'-9'
B
25
26
2e
32
21'-2"
B
26
29
32
TRIS
LIVE
3.5
191.5"
B
18'-1"
B
26
26
29
SNOW
20'-6"
C
27
29
32
FOOTER
LOAD
4
17'-0"
B
1T-5"
C
27
27
29
POST
19'-10"
D
28
28
32
(PSF)
ONLY
4.5
15'-1"
0
17'-0"
D
28
28
29
'd' 'd" 'd" "d.
19'-3"
D
29
29
31
34
(in)
5
13'-T'
B
16'•7"
D
29
29
29
31
18'-9"
D
30
30
31
34
5.5
12'4"
B
16'-2"
D
29
29
29
31
18'-5"
D
31
31
31
34
6
11'4"
B
15'-10"
D
30
30
30
31
18'-0"
D
31
31
31
34
6.5
10'5"
B
1516"
D
31
31
31
31
17'-8"
D
32
32
32
33
7
9'.8"
B
15'4"
D
31
31
31
32
1T4"
D
33
33
33
33
7.5
9'-1"
B
15'-1"
D
32
32
32
33
17'•1"
E
33
33
33
34
8
8'6"
B
14'3'
D
32
32
32
33
16'-9"
F
34
34
34
35
8.5
8'-0"
B
14'6"
D
33
33
33
33
16'-T
F
34
34
34
35
976"
T6"
B
1414'
E
33
33
33
33
16'4"
F
35
35
35
36
110 MPH EXPOSURE B
9.5
T-2"
B
143"
F
34
34
34
33
16'-1"
F
35
35
35
36
35
10
613"
B
14'-1'
F
34
34
34
30
15'-11'
G
36
36
36
32
34
11
6'-2"
B
13'.8"
F
35
35
35
29
15'6"
G
37
37
37
32
34
12
5'61"
B
13'61'
G
35
36
38
29
15'-T '
G
37
37
37
32
34
1J
S-7'
8
13'-2'
G
77
3i
3J
29
/4'-11"
G
38
38
78
32
10
3
27.8"
B
18'-5"
B
26 -
27
30
32
20'-9"
B
27
29
33
TRIS
E
3.6
191-5"
B
17'-9"
B
27
27+
30
SNOW
20'-0'
D
28
29
32
FOOTER
LOAD
4
17'-0"
B
17* -2"
D
26
28
29
POST
1916"
D
29
29
32
(PSF)
ONLY
4.5
15'-1"
B
16161"
D
29
29
29
'd' 'd" 'd" "d.
18'•10'
D
30
JO
32
34
(in)
5
13'-T'
B
16'-2'
D
29
29
29
31
181-5"
D
31
31
32
34
5.5
17-4"
B
15'-11'
D
30
30
30
31
18'-0"
D
31
31
32
34
6
11'4'
B
15'6"
0
31
31
31
31
17'-7"
D
32
32
32
34
6.5
10'-5"
B
15'3"
0
31
31
31
31
17'3"
D
33
33
33
33
7
9'61"
B
14'-11'
D
32
32
32
32
17'-0"
E
33
33
33
33
7.5
9'-1"
B
14'-9"
D
33
33
33
33
W-8,
F
34
34
34
34
8
8'6"
B
14'6'
E
33
33
33
33
16'-5'
F
35
35
35
35
8.5
8'-0"
B
14'-3"
E
34
34
34
33
/6'-2"
F
35
35
35
35
9
T6"
B
14'-1"
F
34
34
34
33
15'-11"
G
36
36
36
36
110 MPH EXPOSURE B
9.5
T-2"
B
'IT -11"
F
35
35
35
33
15'-9"
G
36
36
36
36
35
10
6'61"
B
13'-81
F
35
35
35
30
15'-7"
G
37
37
37
32
34
11
6'-2"
B
13'4"
G
36
36
38
29
15'-2"
G
37
37
37
32
34
12
5'61"
8
1J'-1'
G
37
37
37
29
14'-10'
G
38
38
38
32
34
13
5'-2"
B
t2'-10'
G
37
37
37
29
14'-7'
G
39
38
39
32
10
3
22'61"
B
1T-5'
C
28
28
31
32
191-81
0
29
31
34
TRIS
LIVE
3.5
19'-5"
B
16'6-
D
29
29
31
SNOW
19'-0"
D
30
31
34
FOOTER
LOAD
4
17'-0"
B
16'-3'
D
30
30
31
POST
18'4-
D
31
31
34
(PSF)
ONLY
4.5
15'-1"
8
15'-8-
D
31
31
31
'd' 'd" 'd" "d.
17'-10"
D
32
32
34
34
(in)
5
13'-T
B
15'4'
D
31
31
31
31
1 TS"
D
33
33
33
34
5.5
12'4"
B
14'-11"
D
32
32
32
31
1T-0"
E
34
34
34
34
6
11'4'
B
14'61-
D
33
33
33
31
161-8-
F
34
34
34
34
6.5
10'5"
B
14'-5'
E
34
34
34
31
16'4'
F
35
35
35
33
7
9'61"
B
14'-1'
F
34
34
34
32
16'-0"
F
36
35
36
33
7.5
9'-1"
B
13'-10'
F
35
35
35
33
15'-9"
G
36
36
36
34
8
8'6"
B
13'S-
F
35
35
35
33
15'6"
G
37
37
37
35
8.5
8'-0"
B
13'6'
G
36
36
36
33
153"
G
37
37
37
35
9
T6"
B
13'-3"
G
36
36
36
33
15'-1"
G
38
38
38
36
110 MPH EXPOSURE B
8.5
T-2"
B
13'-2'
G
37
37
37
33
14'.10'
G
38
38
38
36
35
10
61-9"
B
12'-11'
G
37
37
37
30
14'S"
G
39
39
39
32
34
11
6'-2"
B
17-7'
G
38
38
38
29
14'4-
G
40
40
40
32
34
12
5'-8
B
12'4-
G
39
39
39
29
14'-0"
G
41
41
41
32
34
13
5'-2"
B
12'-1'
G
40
40
40
29
13'-9"
G
42
42
42
32
TABLE 6.8
7"x5.5" I Beam Detail R
10'k5.5" I Beam Detail T
B
Attached Single
Freestanding or
26
Attached Single Freestanding or
30
32
Span Structure
Multis an Units
27
Span Structure Muftis an Units
GROUND
TRIS
POST
POST
MAX
B
17-9"
MAX POST LENGTH
MAX
27
MAX POST LENGTH
SNOW
WIDTH
SPACING
REO'D
POST
MIN
FOOTER
8' I 17' 15'.
POST
MIN
FOOTE 8' I 17 I 1S'
LOAD
(FT)
ON SLAB
FOR
SPACING
POST
SIZE
CONSTRAINED FOOTER
SPACING
POST
SIZECONSTRAINED FOOTE
I
(PSF)
(FT)
SLAB
(FT)
TYPE
'd'
'd" 'd -d-
(FT)
TYPE
'd' 'd" 'd" "d.
18'-10"
G
30
30
32
34
(in)
(in) (in) (in)
516"
B
(in) (in)
25
3
1.,..
B
18'S"
D
26
27
30
32
20'•9'
D
27
29
33
35
3.5
T-10"
B
17-9"
D
27
27
30
32
20'-0"
F
28
29
32
34
4
F-10"
B
17'-2"
F
28
26
29
31
19'-5'
F
29
29
32
34
4.5
6'-1"
8
16'.8"
F
29
29
29
31
18'-10"
G
30
30
32
34
5
516"
B
16'-2"
G
29
29
29
31
18'-5"
G
31
31
32
34
5.5
5' ..
B
15'-11"
G
30
30
30
31
18'-0"
G
31
31
32
34
6
4'-T'
B
15'-6"
G
31
31
31
31
1T-7,
G
32
32
32
34
6.5
4'-2"
B
15'-3"
G
31
31
31
31
1T-3"
G
33
33
33
33
7
3'-11'
B
14'-11"
G
32
32
32
32
1T-0'
G
33
33
33
33
7.5
3'S"
B
14'-9"
G
33
33
33
33
16161'
G
34
34
34
34
8
3'-5"
B
14'3"
G
33
33
33
33
16'-5'
G
35
35
35
35
8.5
3'-2'
B
13'-T
G
33
33
33
33
16'-T
G
35
35
35
35
9
3-0"
B
13'-0"
G
33
33
33
33
15'-11"
G
36
36
38
36
110 MPH EXPOSURE B
9.5
TAU'
B
176"
G
33
33
33
33
15'-9'
G
36
36
36
36
25
3
T-7'
B
17'-1"
E
28
29
32
34
19'3'
F
29
31
35
37
3.5
6'4'
B
16'4"
F
29
29
32
34
18'-T
G
31
31
35
3 7
4
S
S'"
B
15'-10"
G
30
30
31
34
18'-0"
G
32
32
34
37
4.5
4'3"
B
15'6"
G
31
31
31
33
176'
G
33
33
34
36
5
4'4"
B
15'-1"
G
32
32
32
33
1T-0'
G
34
34
34
36
5.5
T-11"
B
14'61"
G
33
33
33
33
161.8-
G
34
34
34
36
6
T -T
B
14'4"
G
34
34
34
34
16'-3'
G
35
35
35
36
6.5
3'4"
B
13'-11"
G
34
34
34
34
16'-0'
G
36
36
36
36
7
It..
8
13'-2"
G
34
34
34
34
151-8'
G
37
37
37
37
7.5
7-10"
B
176"
G
35
35
35
35
15'-5-
G
37
37
37
37
8
761"
B
11'-11"
G
35
35
35
35
15'-2"
G
38
38
38
38
8.5
76"
B
111.5"
G
35
35
35
35 -
14'61'
H
38
38
38
38
-
74"
8
10'-11"
G
35
35
35
35
14'-0'
H
38
38
38
38
110 MPH EXPOSURE B
9.5
73"
B
1 10'61
I G
1 35
1 35
1 35
1 35
13'-5"
1 H
1 38
38
1 38
1 38
30
3•,
6'•11" V,•`
B
17'-1"
E
28
29
32
34
19'•3'
F
29
31
35
37
3.5
6.11"
B
16'4'
F
29
29
32
34
18'-7'
G
31
31
35
37
4
5'-2"
B
15-10"
G
30
30
31
34
18'-0-
G
32
32
34
37
4.5
4"..
B
1515"
G
31
31
31
33
1T6-
G
33
33
34
36
5
4'-1"
B
15'-1'
G
32
32
32
33
17'-0'
G
34
34
34
36
5.5
3'.8"
B
14'-V
G
33
33
33
33
16'-61
G
34
34
34
36
6
X-5"
8
14'4"
G
34
34
34
34
16'-3'
G
35
35
35
16
6.5
T-7'
8
13'-0"
G
34
34
34
34
16'-0'
G
36
36
36
36
7
7-11"
B
17-10"
G
34
34
34
34
15'-8'
G
37
37
37
37
7.5
2'•9"
B
12'-2"
G
34
34
34
34
15-5'
G
37
37
37
37
6
2'-T'
B
11'-T
G
35
35
35
35
14'-10"
H
38
38
38
38
8.5
761"
B
11'-0"
G
35
35
35
35
14'-2'
H
38
38
38
38
910'-T
G
35
35
35
35
13'61'
H
38
38
1 38
1 38
110 MPH EXPOSURE B
30
3
8'-7"
B
18161"
D
26
27
10
32
20'3'
E
27
29
33
35
3.5
7'4'
B
17'3"
E
27
27
30
32
20'-0'
F
28
29
32
34
4
6'-5"
B
17'-7'
F
28
28
29
31
19'-5'
G
29
29
32
34
4.5
5'.8'
B
16'6"
G
29
29
29
31
18'•10-
G
30
30
32
34
5
5'-1"
B
16'-7'
G
29
29
29
31
18'-5"
G
31
31
32
34
5.5
41"
B
15-11"
G
30
30
30
31
18'•0-
G
31
31
32
34
6
4'-3"
B
15'6"
G
31
31
31
31
1T•7'
G
32
32
32
34
6.5
X-11"
B
15'3"
G
31
31
31
31
1T-3"
G
33
33
33
33
7
T-8`
B
14'-11"
G
32
32
32
321T-0'
G
33
33
33
33
7.5
T-5"
B
14'4"
G
32
32
32
32
16'61'
G
34
34
34
34
8
3'-2"
B
13'61"
G
33
33
33
33
16-5"
G
35
35
35
35
8.5
7'-0"
B
13'-1'
G
33
33
33
33
16-2'
G
35
35
35
35
9
7-10'
B
12'6-
G
1 33
33
33
33 1
15'-11'
G
36
36
36
36
ICC ESR 2676 5/2/2011 Page 51 of 59
May 3, 2011
SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA4
3
22'-8"
B
7"x5.5" I Beam Detail R
D
10"x5.5" I Beam Detail T
29
TABLE 6.8
Attached single
Freestanding or
D
neched Single
Freestanding or
35
38
Span sauchne
Muftis an Units
19'6"
Span Saucture
Multis an Units
GROUND
TRIG POST POST
MAX
MAX POST LENGTH
MAX
18'-7-
MAX POST LENGTH
SNOW
WIDTH
SPACING
REDD
POST MIN
FODTER
F I 12' I 15'
POST
MIN
FOOTER
8' I 17 I IS -
S
LOAD
LOAD
(FT)
ON SLAB
FOR
SPACINGPOST
SIZE
CONSTRAINED FOOTE
SPACINGPOST
37
SIZE
CONSTRAINED FOOTI
(PSF)
B
(FT)
SLAB
OFT) TYPE
'd'
"d• "d" "d'
(FT)
TYPE
'd'
"d' "d' "d"
33
34
37
Ne
5
(in)
(in) (in) nn)
1514"
D
(in)
(in) (in) (i )
32
roAGNRFf
17'6-
E
34
34
10
3
22'-8"
B
17'-1'
D
28
29
32
32
19'-3"
D
29
31
35
38
LIVE
3.5
19'6"
B
16'-0•
D
29
29
32
32
18'-7-
D
31
31
35
38
LOAD
4
17'-0"
B
15'-10"
D
30
30
31
31
18'-0•
D
32
32
34
37
ONLY
4.5
15'-1"
B
ISIS"
D.
31
31
31
31
1716-
D
33
33
34
37
Ne
5
13'-7"
B
1514"
D
32
32
32
31
17'6-
E
34
34
34
37
Na Na Ne n/a Na Na
5.5
12'4"
B
14'-8-
D
33
33
33
31
161-81
F
34
34
34
36
Na
6
11'4"
B
14'-4'
E
34
34
34
31
16'-3'
F
35
35
35
36
6.5
1016"
B
14'-1"
F
34
34
34
31
16'-0'
G
36
36
36
37
7
8'6'
a
13'-10"
F
35
35
35
32
1S'6"
G
37
37
37
37
7.5
9'-1"
B
13'-7'
F
36
36
36
33
15'-5'
G
37
37
37
38
8
8'..
B
1316"
G
36
36
36
33
15'-2'
G
38
38
38
38
8.5
8'-0"
B
13'-0"
G
37
37
37
34
15-0"
G
38
38
38
39
9
T6"
B
13'-0"
G
37
37
37
34
14'-9"
G
39
39
39
39
9.5
7'.7'
B
12-10"
G
38
38
38
1 35 11
146"
G
39
39
39
1 39
10
6'1"
B
17-8-
G
38
38
38
1 38
14'-5'
G
40
40
40
40
11 1
612" 1
B 1
176'
I G 1
39
39
39
14'-0" 1
G
1 41
41 1
41
20
3
11'-10"
B
18'6"
D
26
27
30
32
31'6"
F
31
32
36
38
LIVE
3.5
1012"
B
1T5"
D
27
27
30
32
29'-11'
G
32
32
35
38
LOAD
4
W-/1"
B
1T-2"
D
28
28
29
31
28'-7"
G
33
33
35
37
ONLY
4.5
T-11"
B
1616"
D
29
291
29
31
27'6"
G
34
34
35
37
Ne
5
T-1"
B
1T.2"
D
29
29
29
31
26'-7"
G
35
35
35
37
Na Na Ne n/a Na Na
5.5
61"
B
15'-11"
E
30
30
30
31
25'-9'
G
35
35
35
36
Na
6
5'-11"
B
151"
6
F
31
31
31
31
25'-0"
G
36
36
35
36
6.5
5'.5"
8
15'-31
F
31
31
31
31
24'4"
G
37
37
37
37
7
5'-1"
B
14'-11'
G
32
32
32
32
23'-9"
G
37
37
37
37
7.5
4'.9"
B
141.0'
G
33
33
33
33
23'-2'
G
38
38
38
38
8
4'-S'
B
14'6'
G
33
33
33
33
276'
G
38
38
38
38
8.5
41"
B
141-3"
G
34
34
34
34
21'-11'
G
39
39
39
39
9
T-11"
B
14'-1'
G
34
34
34
34
21'-1"
G
39
39
39
39
9.5 1
3'JS'
1 B
1 13'-11'
I G
1 35
35
1 35
1 35 11
20'-3"'
G
1 39
1 39
1 39
1 39
20
3
I1'-10"
B
1T-/"
D
28
29
32
34
191-3'
D
29
31
35
37
LIVE
3.5
to"T'
B
16'4'
D
29
29
32
34
18'-7"
D
31
31
35
37
LOAD
4
F."..
B
15'-10'
D
30
30
31-
34
18'6"
D
32
32
34
37
ONLY
4.5
T-11"
B
1516"
D
31
3/
31
33
17'6"
D
33
33
34
36
Ne
5
T-1'
B
15-1"
D
32
32
32
33
17'-0'
E
34
34
34
36
Na Na Ne n/a Na Na
5.5
6'-5"
B
14'6"
D
33
33
33
33
1616"
F
3A
34
34
36
Na
6
5'•11"
B
14'4"
E
34
34
34
34
16'-3"
F
35
35
35
36
6.5
6'.5"
B
14'-1"
F
34
34
34
34
16'-0"
G
36
36
36
36
7
5'-1"
B
13'-10"
F
35
35
35
35
1516"
G
37
37
37
37
7.5
4'4"
B
13'-7"
F
36
36
36
36
15'511
G
37
37
37
37
8
4'•5'
B
13'6"
G
36
36
36
36
15'-2'
G
38
38
38
38
8.5
4'-7'
B
131-3"
G
37
37
37
37
15'-0'
G
38
38
38
38
9
T-11"
B
13'-0"
G
37
37
37
37
14'5"
G
39
39
39
39'
9.5
3'-9'
B
12'-10"
G
38
38
38
38
14'6'
G
39
39
39
39
10 1
3'$'
B 1
176' 1
G
1 38
1 38 1
38
1 38
14'5' 1
G 1
40
1 40
1 40 1
40
I.LNtKALINJIKUL,lIUNJFUK IKtSt IAdLt9
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR
'CALCULATE FROM TRIBUTARY DIAGRAM ONPAGE 1
6. CHOOSE A HEADER FROM TABLE 6.8 THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.8
ICC ESR 2676 5/2/2011
T715.5" 1
TABLE 6.8
Beam Detail R
14"
10"x5.5"
I Beam Detail T
Attached Single
Freestanding or
29
Attached Single Freestanding or
34
span structure
Multis an Units
29
Span sauclure Mullis an Units
GROUND
TRIB
POST MAX
516"
B
MAX POST LENGTH
MAX
29
MAX POST LENGTH
SN01A
WIDTH
N
REO'D POST
MIN
FOOTE
S' I 17 15'
POST
MW
00 8' ( 17 I 1S
LOAD
(FT)
ISPPAOCIT
ON SLAB
FOR SPACINGPOST
30
SIZE
CONSTRAINED FOOTER
SPACINGPOST
16'-0'
SIZE CONSTRAINED FOOTE
(PSF)
32
(FT)
SLAB (FT)
TYPE
"d"
'd• "d" "d"
(FT)
TYPE
'd' 'd 'd' 'd"
31
31
31
33
17*6"
(in)
(in) (in) lin)
33
34
(in (in) (in) (in)
40
3
14"
B
17'-1'
F
28
29
32
34
19'-3"
G
29
31
35
37
AH
1.5
516"
B
16'4"
G
29
29
32
34
18'-T
G
31
31
35
37
19'
4
.4'.0'
B
15'-10•
G
30
30
31
34
16'-0'
G
32
32
34
37
11'
4.5
4'-7'
B
151-5"
G
31
31
31
33
17*6"
G
33
33
34
36
Ne
5
3'-9'
B
15'-1"
G
32
32
32
33
1T-0'
G
34
34
34
36
Na Na Ne n/a Na Na
5.5
3'6"
B
14'6"
G
33
33
33
33
16'-8"
G
34
34
34
36
Na
6
Y-7
B
13'-T
G
33
33
33
33
16'r
G
35
35
35
36
6.5
7-11"
B
175"
G
33
33
33
33
16'-0^
G
36
36
36
36
7
76"
8
17-1"
G
33
33
33
33
15'-T
M
36
36
36
36
7.5
76"
B
1116"
G
34
34
34
34
1b'-9'
H
37
37
37
37
8
74"
B
10'-11"
G
34
34
3434
14'-0'
H
37
37
37
37
8.5
7-2"
B
10'6"
G
34
34
34
34
13'4'
H
37
37
37
37
60
3
4'-10"
8
15-10"
G
28
28
32
34
19'-3"
G
29
31
35
37
AH
3.5
4'-1"
B
15'-11"
G
29
29
31
34
18'-7-
G
31
31
35
37
19'
4
T -T
8
15'-1"
G
30
30
31
33
18'-w
G
32
32
34
37
11'
4.5
3'-2"
8
13'-10"
G
30
30
31
33
1T6"
G
33
33
34
36
Ne
5
7-10"
B
17-10"
G
31
31
31
32
16'6'
H
33
33
34
36
Na Na Ne n/a Na Na
S.5
7-T'
B
11'-11"
G
31
31
31
32
15'4'
H
33
33
33
35
Na
6
2'6"
B
11'-2"'
G
31
31
31
31
14'4"
H
34
34
34
35
6.5
2'-2'
B
10'6"
G
31
31
31
31
13'-5"
H
34
34
34
34
7 1
2'-0" 1
B 1
9'-10" 1
G
1 31 1
31 1
31 1
31 11
176' 1
H
1 34
1 34 1
34
1 34
OVER-
United Duralume '
Post Description
Max POST
H t
TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
Twin 0.032"x1.5"x1.5" Scroll
8'
A
AO
Twin 0.024"x7x2" Scroll
HANG
B
AO
0.032"Post wl 0.024" Side fates
10'
PROJECTION OF SINGLE SPAN STUCTURES (FT)
AH
0.032"Post w10.032"Side laces
12'
D
AH
Clover 0.040"x31 x3" Alum
10'
(FT)
6'
T
8'
9'
10' 11' 12' 13' 14' 15'
16'
17'
18'
19'
20'
21'
22'
0'
3'
3.5'
4'
4.5'
5' 6.5' 8' 6.5' 7' 7.5'
S.
8.5'
9'
9.5'
10'
10.5'
11'
1'
3.5'
4'
4.5'
S
5.5' 6' 6.5' i 7.5' 8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
7
We
Ne
Na
Na
Na 6.51 7' 7.5' 8' 8.5'
9'
9.5'
10'
10.5'
11'
11.5'
12'
3'
Na
Na
Ne
Na
Na Na Ne n/a Na Na
9.5'
10'
10.5'
11'
11.5'
12'
12.5'
4'
Na
We
We
Na
Na Na We Na Na Ne
Ne
Na
Na
We
We
12.5'
13'
TABLE 6.3 Post Requirements
for Attached Single Span Structures
United Duralume '
Post Description
Max POST
H t
Detail
Twin 0.032"x1.5"x1.5" Scroll
8'
A
AO
Twin 0.024"x7x2" Scroll
B.
B
AO
0.032"Post wl 0.024" Side fates
10'
C
AH
0.032"Post w10.032"Side laces
12'
D
AH
Clover 0.040"x31 x3" Alum
10'
E
AK
Magnum 0.075"x3"x3" Post
12'
F
AJ
0.048"x3"x3" Steel Clover
12'
G
AK
3116"x3"x3" Steel Square
15'
H
AF
1/4"'k3"x311 Steel Square
15'
1
AF
3/16'h4'x4" Steel Square
15'
J
AF
12"x4"x4" Steel Square
15'
K
AF
TABLE 6.4 Post Requirements for
Freestanding or Multis an Attached Structures
United Duralume '
Post Description
Maximum
Footing
Max
Heigh
POST
CODE Detail #
0.048"x311X3" Steel Clover
d= 20"
10'
B
AK
0.048"x3'7c3" Steel Clover
d= 21"
8'
C
AK
3/16' xWx3" Steel Square
d= 28"
10'
E
AF
3/16'k3"x3" Steel Square
d= 25"
12'
E
AF
1/4'"k3"x3" Steel Square
d= 28"
12'
E
AF
3/16"x4"x4" Steel Square
d= 30"
12'
G1
AF
12"x4"x4" Steel Square
d= 37"
If
H
AF
1/2"x4"x4" Steel Square
d= 31"
15'
H
AF '
Note: Post Codes in Tables 6.3 and 6.4 are different for identical posts.
B. FOR SINGLE SPAN ATTACHED UNITS USE THE POST SHOWN IN
United Duralume '
TABLE 6.8 AND 6.3. UPGRADE THE POST IF THE HEIGHT
350 S. Raymond Ave
IS NOT SUFFICIENT.
Fullerton, CA
FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4
9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 AND/OR TABLE 7.7
Carl Putnam, P. E.
10. USE THE APPROPRIATE DETAILS (A -BE). DETAILS MAY REQUIRE THE POST TO BE UPGRADED.
3441 Ivylink Place
Lynchburg, VA 24503
FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN
cartputnamcomcastnet
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 6.8
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
SLAB 9. FOLLOW 9-10 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR POST SPACING ON SLAB REQUIREMENTS INSTEAD OF THESE TABLES
Page 52 of 59
May 3, 2011
_____.Z .. I
.�.✓ :`1.
'3zr
LOAD BEARING POST
SEE DETAILS FOR POST/
CONCRETE ATTACHMENT
RAFTERS OR SOLID PANELS
2'X6.25' ALUMINUM DOUBLE HEADERS NOTES
3'X8' ALUMINUM DOUBLE HEADER 1. FIBERGLASS POSTS ARE NON -LOAD BEARING.
2. ATTACHMENT TO HOLD COVERING AGAINST MINOR
LATERAL FORCES.
3. USE MULTIPLE BRACKETS AS NEEDED.
4. FIBERGLASS POSTS MAY BE USED FOR ANY STRUCTURE.
I I
I I
I I
I I
I
I
I i
FIBERGLASS
NON LOAD
BEARING POST
0.032'X2'X6.5'
ALUM HEADERS OR
0.042'X3'X8'
ALUM HEADERS
PLASTIC HOLE PLUGS—
FIBERGLASS
POST COLLAR
DECORATIVE
POST COVER
IBERGLASS DECORATIVE
POST COVER
POST COLLAR
L5'X1.S' STEEL L
I ANGLE BRACKET (TYP)
I
SLAB OR i i 3/8'X3/4' BOLT
FOOTING
CONCRETE ANCHOR
A3 d a
STRUCTURES COMPLYING WITH
THIS DETAIL DO NOT REQUIRE
ADDITIONAL DRIFTING SNOW
CONSIDERATI❑NS
GROUND
SNOW MAXIMUM
SEE GENERAL NOTE #9 FOR
LOAD (PSF) 'h' (IN)
C❑RROSI❑N PROTECTION
10
9
h
15
14
10
._ ._._..
20
17
24'-0" - 18'-5'
.1._.._ ._.. ._ ._ ._.
25
30
18
A4
24--9-_ 1e's-
20
6.8.
UTILTIY
ICC ESR 2676 5/2/2011
- -
--
EXISTING ROOF
#14 SMS
#14X3/4'
TEK SCREW
—3/8'X 44' BOLT
1.5'X1.5' STEEL L
ANGLE BRACKET (TYP)
STEEL OR ALUMINUM
LOAD BEARING POST
ATTACHED STRUCTURE POST
TO DECK FLOOR JOIST
May 3. 2011
ALTERNATIVE EAVE ATTACHMENT
3/16" ASTM AM STEEL A 5
SEE GEN NOTE f9 FOR EXISTING EAVE
CORROSION PROTECTION OF WOOD
8' BRACKET IS L75' WIDE FRAMING
8'�
k2X6 LEDGER BOARD (DF)
ALUM PANEL HANtUNT
ER
OR RAFTER TDP
L
SEE TABLE 7-1
FOR FASTENER
TYPE AND
SPACINL
TOP MOUNT BRACKET
ROOF SNOW LOAD
PATI❑ COVER
SEE GENERAL NOTE /6
140.5' screws
/1_4r/14x35" SCREWS J
1' MIN GAP
BETWEEN
LEDGER AND
ROOF FOR DRAINAGE
STEEL BRACKET
SEE CROSS SECTIO
1" SPACING #14xi.*:
BETWEEN SCREWS SCREWS
2"X DF LEDGER BOARD
EAVE OVERHANG AND 'L' MUST
ALSO COMPLY WITH DETAIL BC
NOT ALLOWED IN SNOW LOAD AREAS
MAX WIND LOAD IS 110 MPH EXP C
Page 53 of 59
THESE DETAILS
ARE APPLICABLE
TO SOLID OR
LATTICE COVERS
SIDE MOUNT BRACKET
ATTACHMENT TO WOODEN DECK FOR SINGLE SPAN ATTACHED
SEE GENERAL NOTE #9 FOR
PATIO COVERS ONLY. SEE GENERAL NOTE #19
C❑RROSI❑N PROTECTION
GRADE 33
� STEEL
}��188. STEEL BRACKET
W x 3' METAL POST
POST SPACING IS RESTRICTED TO THE 'ON
Imph)
16" olc . 24"olc 16" olc 24"otc
10
._ ._._..
SLAB' SPACING SHOWN IN TABLES 2.1, 2.5, 3.1,
t9'-6-• 13'-0"
24'-0" - 18'-5'
.1._.._ ._.. ._ ._ ._.
.,........
3.5, 5.1, 5.5, 5.6, 5.7, 5.8, 6.1, 6.5, 6.6, 6.7 OR
DOUG FIR
24--9-_ 1e's-
ETAIL Al OR 22
6.8.
UTILTIY
- -
--
SOLID COVERS MUST USE THESE RESTRICTIONS
GRADE
19'-10" 13'a--
TVO-3/8' x s' LAG SCREW
FOR 10 PSF SNOW/LIVE LOAD
OR BTR
O
/ I'm WASHER. ONE DH
MAXIMUM WINDSPEED IS
_14'-T
�t-
EACH SIDE�pF COLUMN.
110 MPH EXP B
5-
ts'-1'_10'-6;
100 MPH EXP C
8'-7" �• 514" -
14'-4" 9 --
3/4'
FOR 20 PSF OR GREATER SNOW/LIVE LOAD
_ 14'-$" 9'-7"
14'-S" 9'-0_
-
105 mph Ezp B
MAXIMUM WINDSPEED IS
11_0 mph Exp B
DOUGLAS FIR LUMBER
110 MPH EXP C
-_ -
90 mph Ezp C
12' -K'_ -j -6
FLODR JOIST OR
105 mph Exp C
9'-4' ' 6'-0"
14'-5" 9'-r'
HEADER
FOR LATTICE COVERS
8'-7" ' 514"
t4'-4- 9'-r'
A6
ALL SNOW AND LIVE LOADS
MAXIMUM WIND SPEED IS 110 MPH EXP C
ATTACHED STRUCTURE POST
TO DECK FLOOR JOIST
May 3. 2011
ALTERNATIVE EAVE ATTACHMENT
3/16" ASTM AM STEEL A 5
SEE GEN NOTE f9 FOR EXISTING EAVE
CORROSION PROTECTION OF WOOD
8' BRACKET IS L75' WIDE FRAMING
8'�
k2X6 LEDGER BOARD (DF)
ALUM PANEL HANtUNT
ER
OR RAFTER TDP
L
SEE TABLE 7-1
FOR FASTENER
TYPE AND
SPACINL
TOP MOUNT BRACKET
ROOF SNOW LOAD
PATI❑ COVER
SEE GENERAL NOTE /6
140.5' screws
/1_4r/14x35" SCREWS J
1' MIN GAP
BETWEEN
LEDGER AND
ROOF FOR DRAINAGE
STEEL BRACKET
SEE CROSS SECTIO
1" SPACING #14xi.*:
BETWEEN SCREWS SCREWS
2"X DF LEDGER BOARD
EAVE OVERHANG AND 'L' MUST
ALSO COMPLY WITH DETAIL BC
NOT ALLOWED IN SNOW LOAD AREAS
MAX WIND LOAD IS 110 MPH EXP C
Page 53 of 59
THESE DETAILS
ARE APPLICABLE
TO SOLID OR
LATTICE COVERS
SIDE MOUNT BRACKET
Llve
SEE GENERAL NOTE #9 FOR
�2• 0.188-x2'X2- ASTM
C❑RROSI❑N PROTECTION
GRADE 33
� STEEL
}��188. STEEL BRACKET
11-55--1
2' T
' MAX "L" FOR TOP OR SIDE MOUNT
Llve
Speed
TRUSSIRAFTER OIC SPACING_
_
Load
__Wind
andExposure
SOUD COVER LATTICE COVER
( s1)
Imph)
16" olc . 24"olc 16" olc 24"otc
10
._ ._._..
95 mph Exp B
_..
t9'-6-• 13'-0"
24'-0" - 18'-5'
.1._.._ ._.. ._ ._ ._.
.,........
.._. _. _...
.90 mph Exp B
_.. _.._.._
17:-6' lV-8"
24--9-_ 1e's-
- -
--
110 mph Exp B
11'40" 6'd'
19'-10" 13'a--
s
9'-
23'-7" ; 1s'4_
--
95 mph Exp C
_14'-T
�t-
05 m
1ph Exp C
5-
ts'-1'_10'-6;
110 mph Exp C
8'-7" �• 514" -
14'-4" 9 --
?0.
90 mph Exp B..
_ 14'-$" 9'-7"
14'-S" 9'-0_
-
105 mph Ezp B
73'-1" � 8'4"
11_0 mph Exp B
N'-10" ; 8'O"
_t4'S'
14'-5" ~ 9'A_
-_ -
90 mph Ezp C
12' -K'_ -j -6
-14'-5"
105 mph Exp C
9'-4' ' 6'-0"
14'-5" 9'-r'
110 m h Exp C
8'-7" ' 514"
t4'-4- 9'-r'
PANEL
ENGINEERS STAMP
M1-2006
7.0 POST AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURES
Table 7.3: Required Number of Fasteners for Shearina Loads Table 7.4: Reavired Number of Fasteners for Tension Loads
Trib
Width (ft)
Allowable Width
for Attached Two
Post Suructures on Slab
Live or Ground Snow Load
MAX
POST
HGHT
10 pill 20 psf
4
32'-1" 16'-11"
4.5
28'•6" 15'-1"
5
25'-8" 13'•6"
5.5
23'-0" 1214"
6
21'-5" 11'-3"
6.5
19'-9" 10'-5"
7
18'-0" Na
7.5
1T-1" Ne
8
16'-0" Na
8.5
15'-1" Na
9
14'-3" Na
tame r.i
POST
TYPE
POST DESCRIPTIONS
DETAIL
MAX
POST
HGHT
A
Twin 0.032"x1.5"x1.5"
AL, AD
8'
B
Twin 0.024"x2V"
AL, AO
8'
C
0.032"Post wet 0.024' $Fits
AT, 21, 30, 31
10'
D
0.032"Post with 0.03r Sideptateates
AT, 21, 30, 31
12'
E
Clover 0.032"x30" Alum
AK, 24
9'
F
MAG 0.075"X3X3" Extruded
AJ, 23
12'
G
0.048"xTW" Steel Clover
AK, 24
12'
H
3/16"4"x3" Steel Square
AF, 19
15'
1
1/4"x3"x3" Steel Square
AF, 19
15'
J
3/16"x4"x4" Steel Square
AF, 19
15'
K
112"x4"x4" Steel Square
AF, 19
15'
Table 7.2
ICC ESR 2676 5/2/2011
rastener i-il Logy
#14 SMS = #14 sheet metal screw. 1/2" minimum length
3/8" B = 3/8" Diameter ASTM A 307 Steel Boh
See General Notes for specifics on fasteners
1 Clearspan on this chart is the distance from the wall to the first row of columns.
2 Hilti Kwik Boll TZ 3/8" diameter and 2- embed and 1" dia steel washer. ICC ESR 1917 or other
anchor w/ 40D# allowable shear and 200# allowable tensile vs live, snow, wind and
seismic loads.
3 Masonry anchors must have An allowable shear value of 400# and 200# tensile for live, snow, wind
or seismic loads or be specified by a design professional.
411/4" Lag screws must have 2 1/4" of penetration into studs and 0.5" washers
These lag screws mustmust be installed as per AFP&A NDS Section 11.1.3. See General Note
#11 for washerspecifications.
5110 and 20 Dsf are live or snow loads, 25-60 psf are snow loads.
ANC 1 ANC 2
ANC 3 ANC 4
LIVE/
O/C
O/C
Aluminum Material
Gage (n)
WIND SPEED SNOW
SPACING
Steel Gage (n)
SPANSTUD
@ 16" O/C SPACING
Aluminum Gage (n)
CONCRETE
MASONRY
(FT)
#14 X 2" 1/4" LAG
EXPOSURE (PSF)
ANCHORS
0.024
0.024
0.032
0.036 0.040 0.040
0.060 0.060
0.041
0.048
1 1
0.036
0.06
0.060
0.090
0.100
110 B 20
12"
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
9"
16'
3 3
30
Design footer
Footer Design
#14 3/8- B 3/8" B #14 #14 318-8 #14 3/8-8
#14 318" B
Lynchburg, VA 246031
318- B #14 3/8" B Wit" 8 #14
24'
Size
Uprift
SMS
BOLT
BOLT
SMS
SMS
BOLT
SMS
BOLT
SMS
BOLT
30
BOLT
SMS
BOLT
BOLT
SMS
Uplift
Size
d (in)
((bs)
las
424
566
293
315
708
462
1364
507
18x2
14'
654
128
Sas
1298
255
(Ibs)
d (in)
5'
12
100
1
1
1
1
1
1
1
1
1
1
4
1
1
1
1
1
100
12
3
13
127
1
1
1
1
1
1
1
1
1
1
4'
1
1
1
1
1
127
13
14
159
1
1
1
1
1
1
1
1
1
1
1
2
1
1
1
159
14
Maximum Wind Speed and
15
195
2
1
1
1
1
1
1
1
1
1
1
2
1
1
1
195
15
Exposure for Concrete
16
237
2
1
1
1
1
1
1
1
1
1
1
2
1
1
1
237
16
Slab Attachment
17
284
2
1
1
2
1
1
1
1
1
1
1
3
1
1
2
284
17
Lattice Solid
18
338
2
1
1
2
2
1
1
1
1
1
1
3
1
1
2
338
18
Covers Covera
19
397
3
1
1
2
2
1-
1
1
1
1
1
4
1
1
2
397
19
90 mph Exp C
20
463
3
2
1
2
2
1
2
1
1
1
1
4
1
1
2
463
20
21
536
3
2
1
2
2
1
2
1
2
1
1
5
1
1
3
536
21
22
616
4
2
2
3
2
12
1
2
1
2
5
1
1
3
616
22
23
704
4
2
2
3
3
1
2
1
2
1
2
6
1
1
3
704
23
90 m h B
722
4
2
2
3
3
2
2
1
2
1
2
6
1
1
3
722
Slab
110 mph Exp B
24
800
5
2
2
3
3
2
2
1
2
1
2
7
1
1
4
800
24
100 mph Exp C 90 mph Exp C 886
5 3 2 4 3 2 2 1
2 1
2 7 2 1 4
886
Slab
25 9D4
5 3 2 4 3 2 2 1
2 1
2 8 2 1 4
904
25
105 mph Exp C 100 mph Exp B
26
1017
6
3
2
4
4
2
3
1
3
1
2
8
2
1
4
1017
26
110 MPH Exp C 195 mph Exp B
27
1139
7
3
3
5
4
2
3
1
3
1
3
9
2
1
5
1139
27
110 mph Exp B
28
1270
7
3
3
5
5
2
3
1
3
1
3
n1a
2
1
5
1270
28
29
1411
8
4
3
5
5
2
4
2
3
1
3
Na
2
2
6
1411
29
100 mph' Exp C
30 '
1563
9
4
3
6
5
3
4
2
4
1
3
Na
2
2
7
1563
30
105 mph Exto C
31
1724
n/a
5
4
7
6
3
4
2
4
1
4
Na
2
2
7
1724
31
110 mph Exp C
32
1896
Na
5
4
7
7
3
5
2
4
1
4
n/a
3
2
8
1896
32
33
2080
n/a
5
4
8
7
3
5
2
5
2
4
Na
3
2
9
2080
33
To determine the uplift force on
34
2275
n/a
6
5
9
8
4
5
2
5
2
5
Na
3
2
9
2275
34
a post w/o footings use this
35
2481
n/a
6
5
9
8
4
6
2
5
2
5
Na
3
2
Na
2481
35
procedure.
36
2700
n/a
7
5
Na
9
4
6
2
6
2
5
n1a
4
3
n/a
2700
36
1. Determine wind speed and
37
2931
Na
7
6
Na
Na
5
7
3
6
2
6
n/a
4
3
n/a
2931
37
exposure.
38
3175
n/a
8
6
Na
Na
5
7
3
7
2
6
Na
4
3
Na
3175
38
2. For Lattice covers use Lattice
39
3433
n/a
9
7
n/a
Na
5
8
3
7
2
7
Na
4
3
Na
3433
39
cover columns, for solid covers
40
3704
n/a
9
7
n/a
n/a
6
9
3
6
2
7
n1a
5
3
Na
3704
40
use solid cover column.
41
3988
Na
Na
8
n/a
Na
6
9
3
8
3
8
Na
5
4
Na
3988
41
3. Use appropriate column to
42
4288
Na
Na
8
Na
Na
7
Na
4
9
3
8
Na
5
4
n/a
4288
42
determine # and type of fastener.
43
4601
n/a
Na
9
n1a
Na
7
No
4
n/a
3
9
Na
6
4
n/a
4601
43
44
4930
We
Na
9
Na
n/a
7
Na
4
Na
3
9
Na
6
4
We
4930
44
45
5273
Na
Ne
n1a
Na
Na
a
Na
4
Na
3
Na
Na
7
5
No
5273
45
46
5633
We
n/a
Na
Na
n/a
8
Na
5
n1a
3
Na
Na
7
5
Na
5633
46
47
6008
n/a
Na
n/a
No
Na
9
Na
5
Na
4
Na
Na
7
5
Na
6008
47
48
6400
We
Na
n/a
n/a
Na
Na
Na
5
We
4
Na
Na
8
5
Na
6400
48
49
6808
Na
Na
n/a
Na
Na
n1a
Na
5
n/a
4
Na
Na
8
6
Na
6808
49
50
7234
n/a
Na
Na
Na
Na
n1a
Na
6
n/a
4
Na
Na
9
6
Na
7234
50
rastener i-il Logy
#14 SMS = #14 sheet metal screw. 1/2" minimum length
3/8" B = 3/8" Diameter ASTM A 307 Steel Boh
See General Notes for specifics on fasteners
1 Clearspan on this chart is the distance from the wall to the first row of columns.
2 Hilti Kwik Boll TZ 3/8" diameter and 2- embed and 1" dia steel washer. ICC ESR 1917 or other
anchor w/ 40D# allowable shear and 200# allowable tensile vs live, snow, wind and
seismic loads.
3 Masonry anchors must have An allowable shear value of 400# and 200# tensile for live, snow, wind
or seismic loads or be specified by a design professional.
411/4" Lag screws must have 2 1/4" of penetration into studs and 0.5" washers
These lag screws mustmust be installed as per AFP&A NDS Section 11.1.3. See General Note
#11 for washerspecifications.
5110 and 20 Dsf are live or snow loads, 25-60 psf are snow loads.
ANC 1 ANC 2
ANC 3 ANC 4
LIVE/
O/C
O/C
PANEL
NUMBER OF FASTENERS PER
WIND SPEED SNOW
SPACING
SPACING
SPANSTUD
@ 16" O/C SPACING
(MPH) AND LOAD
CONCRETE
MASONRY
(FT)
#14 X 2" 1/4" LAG
EXPOSURE (PSF)
ANCHORS
ANCHORS
LIVE
SCREWS SCREWS
105 8 10
20"
16"
13'
1 1
90 C LIVE
13
8'
21'
2 2
110 B 20
12"
12"
13'
2 2
110 C LIVE
10'
8'
19'
3 3
25
12"
9"
11'
2 2
11'
25
9"
16'
3 3
30
12"
9"
11'
2 2
Lynchburg, VA 246031
3
24'
15'
3 3
40
12"
9"
13'
3 3
60
10"
7"
T
3 3
Page 54 of 59
1 Spacing between bolls and screws
shag be 2.5 times the shank
diameter
2 The edge distance of bolts and
screws shag be 3 times the
shank diameter
3 Connections shag be arranged so that the
center of resistance of the connection shag
coincide with the resultant line of action
of the load.
May 3, 2011
TABLE 7.6: WALL ATTACHMENTS FOR LATTICE COVERS
GRND
Wind
# of
SNOWSpeed
24" a/c
Screws'
ALUMINUM RAFTER SPACING
LOAD
and
per
12" 1 16" 1 24" 1 32" 36"
(PSF)
Exposure
Rafter
MAXIMUM ALUMINUM RAFTER SPAN
24' IT12' 9' 8'
10
110 mph
2
LIVE
Exp C
3
24' 24' 19' 14' 12'
20
Live 10
2
17'
13
8'
6'
S.
LIVE
4.6' 6.9'
3
24'
20'
13'
10'
8'
60
3.3' 5'
4
24'
24'
1T
13'
11'
25
Fullerton, CA
2
17'
12'
8'
6'
5'
Lynchburg, VA 246031
3
24'
1912'
carlautnarriftomcastnet
9'
8'
4
24'
24'
1T
12'
30
2
14'
10'
7'
5'
4'
3
21'
16'
10'
8'
T
4
24'
21'
14'
10'
9'
40
2
10'
8'
5'
4'
3'
3
16'
12'
8'
6'
5'
4
21'
16'
10'
8'
7'
60141'
3
10'
8'
T
4'
3'
4
14'
10'
T
5'
4'
-Screws are#14 screws 1N 1.5" embedment into G=0.5 wood studs (Douglas Fir)
TABLE 7.7 STUCCO ATTACHMENT TO WALL
ALLOWABLE DISTANCE TO FIRST ROW OF POSTS
FOR LATTICE AND SOLID COVER STRUCTURES
16" o/c
24" a/c
Ground Snow
Wind
Load (psf)
2 Lag 3 Lags
2 Lags 3 Lags Condition
Live 10
13.5' 20.2'
9' - 13.5' 90 mph Exp 8
Live 10
11.T 17.6'
7.8' 11.7'
Live 10
9.T 14.6'
6.5' 9.7'
Live 10
10.4' 15.5'
6.9' 10.4' MExC
Live 10
8.4' 12.6'
5.6' 8.4'
Live 20
6.9' 10.4'
4.6' 6.9'
25
6.9' 10.4'
4.6' 6.9'
30
6.5' 9.8'
4.3' 6.5'
40
4.9' 7.4'
3.3' 4.9'
60
3.3' 5'
2.2' 3.3'
Lag = 1/4" Lag Screw with 2.25" penetration into G=0.5 wood studs (Dou as Fir)
Lattice Structures always use 90 mph Exposure B for the wind condition
United Duralume
360 S. Raymond Ave
Fullerton, CA
r\'.
Carl Putnam, P. E.
3441 Ivylink Place
Lynchburg, VA 246031
(434) 384-2514
i ••
carlautnarriftomcastnet
� E11 ^! Cl 0?3
M3-2006
11 2011
7.0 CONCRETE FOOTING OPTIONS
EQUIVALENT FOOTINGS FOR
FREESTAND AND
ATTACHED
Trib
p
DIAMETER OF
w z
z z CIRCULAR
Required "d" of Footing (in)
(sq ft)
Q
24"
FOOTINGS
(IN)
a z_
v� z
12"
18"
24"
18"
o~
15"
21"
23"
v~ip
18"
16"
22"
24„
DEPTH
z0 p
Z O
OF
V U.
o
CIRCULAR
20"
18"
z
FOOTINGS (IN)
14"
17"
24"
14"
14"
15"
18"
30"
15"
15"
16"
19"
36"
16"
16"
17"
21"
43"
19"
17"
18"
22"
52"
23"
18"
19"
23"
61"
27"
19"
20"
24"
n/a
31"
20"
21"
26"
n/a
36"
21"
22"
27"
n/a
42"
24"
23"
28"
n/a
48"
27"
24"
30"
n/a
54"
31"
25"
31"
n/a
61"
35"
26"
32"
n/a
69"
39"
27"
34"
n/a
77"
44"
28"
35"
n/a
86"
49"
29"
36"
n/a
n/a
54"
30"
38"
n/a
n/a
60"
31"
39"
n/a
n/a
66"
32"
40"
n/a
n/a
72"
33"
42"
n/a
n/a
79"
34"
43"
n/a
n/a
87"
1 At$Lt 7.S
Carl Putnam, P. E.
3441 Ivylink Place
Lynchburg, VA 24503
CONVERSION TO SQUARE TOP FOOTING
TABLE 7.9
SITE SPECIFIC FOOTING TABLE
for SINGLE SPAN Attached Structure's
For
Single Span Attached
Footings Only
Trib
Area
Exp B Exp C Exp C
Footing Depth
(sq ft)
Required "d" of Footing (in)
(sq ft)
18"
24"
30"
36"
d (in)
Required Side of Square Footing
17"
20"
21"
18"
16"
15"
21"
23"
20"
18"
16"
22"
24„
21"
191,
17"
23"
26"
23"
20"
18"
24"
28"
24"
21"
20"
25"
29"
26"
23"
21"
26"
31"
27"
24"
22"
27"
33"
29"
26"
23"
28"
35"
30"
27"
25"
29"
37"
32"
29"
26"
30"
39"
34"
30"
27"
31"
41"
35"
32"
29"
32"
43"
37"
33"
30"
33"
45"
39"
35"
32"
34"
47"
40"
36"
33"
35"
49"
42"
38"
35"
36"
51"
44"
39"
36"
37"
53"
46"
41"
38"
38"
55"
48"
43"
39"
39"
57"
50"
44"
41"
40"
60"
52"
46"
42"
41"
N/A
54"
48"
44"
42"
N/A
56"
50"
45"
43"
N/A
58"
51"
47"
44"
N/A
60"
53"
49"
45"
N/A
N/A
55"
50"
46"
N/A
N/A
57"
52"
47"
N/A
N/A
59"
54"
48"
N/A
N/A
N/A
55"
49"
N/A
N/A
N/A
57"
50"
N/A
N/A
N/A
59".
TABLE 7.9
SITE SPECIFIC FOOTING TABLE
for SINGLE SPAN Attached Structure's
ICC ESR 2676 5/2/2011 Page 55 of 59
Existinq Residence
Panel Spat
---------- -----
Corner Trib Area Trib Area for
I Middle Post
I I
I I Post Spacing
I I
Figure 1
Determine Trib Area from Figure 1
INSTRUCTIONS TO USE TABLE 7.10
1. TABLE IS FOR SINGLE SPAN ATTACHED UNITS ONLY
2. DETERMINE ACTUAL TRIBUTARY AREA
FOR MIDDLE POSTS THIS IS:
TRIB WIDTH x POST SPACING
FOR END POSTS THIS IS:
(OVERHANG+ HALF OF POST SPACING) x TRIB WIDTH
3. DETERMINE FOOTING SIZE FOR WIND CONDITION
4. FOR LATTICE USE LAST COLUMN FOR TRIB AREA
United Duralume
350 S. Raymond Ave
Fullerton, CA
May 3, 2011
j"i
VIL �Q.
_OF CALIFO��
1/2 OF PANEL SPAN
1/2 OF PANEL SPAN
Panel
M4-2006
Wind Condition
90 mph 90 mph 110 mph
I
Lattice
Trib
Trib
Area
Exp B Exp C Exp C
Area
(sq ft)
Required "d" of Footing (in)
(sq ft)
15
15"
17"
20"
25
20
17"
19"
21"
33
25
18"
20"
23"
42
30
19"
21"
25"
50
35
20"
23"
26"
58
40
21"
24"
27"
67
45
22"
25"
28"
75
50
23"
25"
29"
83
55
23"
26"
30"
92
60
24"
27"
31"
100
65
25"
28"
32"
108
70
25"
28"
33"
117
80
26"
30"
34"
133
90
27"
31"
35"
150
100
28"
32"
37"
167
110
29"
33"
38"
183
120
30"
34"
39"
200
130
31"
35"
40"
217
140
32"
36"
41"
233
150
33"
37"
42"
250
160
33"
37"
43"
267
170
34"
38"
44"
283
180
35"
39"
45"
300
190
35"
40"
45"
317
200
36"
40"
46"
333
210
36"
41"
47"
350
220
37"
42"
48"
367
230
38"
42"
48"
383
240
38"
43"
49"
400
TABLE 7.10
ICC ESR 2676 5/2/2011 Page 55 of 59
Existinq Residence
Panel Spat
---------- -----
Corner Trib Area Trib Area for
I Middle Post
I I
I I Post Spacing
I I
Figure 1
Determine Trib Area from Figure 1
INSTRUCTIONS TO USE TABLE 7.10
1. TABLE IS FOR SINGLE SPAN ATTACHED UNITS ONLY
2. DETERMINE ACTUAL TRIBUTARY AREA
FOR MIDDLE POSTS THIS IS:
TRIB WIDTH x POST SPACING
FOR END POSTS THIS IS:
(OVERHANG+ HALF OF POST SPACING) x TRIB WIDTH
3. DETERMINE FOOTING SIZE FOR WIND CONDITION
4. FOR LATTICE USE LAST COLUMN FOR TRIB AREA
United Duralume
350 S. Raymond Ave
Fullerton, CA
May 3, 2011
j"i
VIL �Q.
_OF CALIFO��
1/2 OF PANEL SPAN
1/2 OF PANEL SPAN
Panel
M4-2006
7.0 Requirements for Surface Mounted Posts on Concrete Slabs or Footings for Single Span Attached Lattice Structure
United Duralume Carl Putnam, P. E.
350 S. Raymond Ave 3441 Ivylink Place
Fullerton, CA Lynchburg, VA 24503
ICC ESR 2676 5/2/2011 Page 56 of 59
Seismic Size Requirements for Single Span
Attached Lattice Structures
Table 1-2a Table L 2
3x8 Alum Header Double 3x8 Alum Header
Double 2x6.5 Alum Header, Double Steel C Beam
Single Steel C Beam
Ss Allowed
cubic feet)
REQUIRED NUMBER OF POSTS FOR SINGLE SPAN LATTICE UNITS WITH SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS
Ss Allowed
(cubic feet;
20% 2022
Table L1a: Use this table for the following headers
30% 1348
30% 2080
40% 1011
Table L1 b: Use this table for the following headers
40% 1560
50% 924
50% 1427
3x8 Alum
Header
60% 1189
70% 660
70% 1019
80% 674
80% 1040
90% 599
90% 925
Double 3x8 Alum Header
100% 832
110% 535
110% 825
120% 490
120% 757
Double 2x6.5 Alum
Header
130% 768
140% 462
140% 713
150% 431
150% 666
Double Steel
C
Beam
Single Steel C Beam
Post Height (ft)
Post
Height (ft)
Required
8'
9'
10'
11'
12'
8'
9'
10'
11'
12'
equired
8'
9'
10'
11'
12'
8'
9'
10'
11'
12'
Wind
Number
Wind Exposure B
Wind Exposure C
iumber
[Spejedof
Wind Exposure B
Wind Exposure C
Speed
of Posts
MAXIMUM TRIBUTARY WIDTH ALLOWED
Posts
MAXIMUM TRIBUTARY
WIDTH ALLOWED
85 mph
2 or 3
10'
8'
7'
6'
S'
6'
5'
4'
3'
2'
85 mph
2 or 3
13'
13'
12'
10'
9'
10'
9'
7'
6'
S'
4
13'
13'
12'
10'
9'
10'
8'
7'
6'
5'
4
13'
13'
13'
13'
13'
13'
13'
12'
10'
9'
5
13'
13'
13'
13'
12'
13'
12'
10'
9'
7'
S
13'
13'
13'
13'
13'
13'
13'
13'
13'
13'
6
13'
13'
13'
13'
13'
13'
13'
13'
11'
10'
6
13'
13'
13'
13'
13'
13'
13'
13'
13'
13'
7
13'
13'
13'
13'
13'
13'
13'
13'
13'
13'
7
13'
13'
13'
13'
13'
13'
13'
13'
13'
13'
90 mph
2 or 3
9'
7'
6'
5'
4'
S'
4'
3'
2'
2'
90 mph
2 or 3
13'
12'
10'
9'
8'
9'
7'
6'
5'
4'
4
13'
12'
10'
9'
7'
9'
7'
6'
S'
4'
4
13'
13'
13'
13'
13'
13'
12'
10'
9'
8'
5
13'
13'
13'
12'
11'
12'
10'
9'
7'
6'
S
13'
13'
13'
13'
13'
13'
13'
13'
13'
11'
6
13'
13'
13'
13'
13'
13'
13'
11'
10'
9'
6
• 13'
13'
13'
13'
13'
13'
13'
13'
13'
13'
7
13'
13'
13'
13'
13'
13'
13'
13'
12'
11'
7
13'
13'
13'
13'
13'
13'
13'
13'
13'
13'
95 mph
2 or 3
8'
6'
5'
4'
3'
S'
4'
3'
2'
1'
95 mph
2 or 3
13'
11'
9'
8'
7'
8'
7'
S'
4'
4-
4
12'
10'
9'
8'
6'
8'
6'
5'
4'
3'
4
13'
13'
13'
13'
11'
13'
11'
9'
8'
7'
5
13'
13'
12'
11'
9'
11'
9'
8'
6'
5'
5
1.13'
13'
13'
13'
13'
13'
13'
13'
11'
10'
6
13'
13'
13'
13'
12'
13'
12'
10'
9'
7'
6
-13'
13'
13'
13'
13'
13'
13'
13'
13'
13'
7
13'
13'
13'
13'
13'
13'
13'
13'
11'
10'
7
13'
13'
13'
13'
13'
13'
13'
13'
13'
13:
100 mph
2 or 3
7'
5'
4'
4'
3'
4'
3'
2'
2'
1'
100 mph
2 or 3
11'
9'
8'
7'
6'
7'
6'
5'
4'
3'
4
11'
9'
8'
7'
S'
7'
5'
4'
4'
3'
4
13'
13'
13'
11'
10'
11'
9'
8'
7'
6'
5
13'
13'
11'
10'
8'
9'
8'
7'
6'
S'
S
13"
13'
13'
13'
13'
13'
13'
11'
10'
9'
6
13'
13'
13'
13'
11'
12'
10'
9'
8'
6'
6
13'
13'
13'
13'
13'
13'
13'
13'
13'
11'
7
13'
13'
13'
13'
13'
13'
13'
11'
10'
8'
7
13'
13'
13'
13'
13'
13'
13'
13'
13'
13'
105 mph
2 or 3
6'
S'
4'
3'
2'
3'
3'
2'
1'
1'
105 mph
2 or 3
10'
8'
7'
6'
S'
6'
S'
4'
3'
2-
4
10'
8'
7'
6'
S'
6'
S'
4',
3'
2'
4
"13'
13'
12'
10'
9'
10'
8'
7'
6'
S'
5
13'
11'
10'
8'
7'
8'
7'
6'
5'
4'
5
13'
13'
13'
13'
13'
13'
12'
10'
9'
8'
6
13'
13'
13'
11'
10'
11'
9'
8'
7'
6'
6
13'
13'
13'
13'
13'
13'
13'
13'
12'
10'
7
13'
13'
13'
13'
12'
13'
11'
10'
8'
7'
7
13'
13'
13'
13'
13'
13'
13'
13'
13'
13'
110 mph
2 or 3
5'
4'
3'
2'
2'
3'
2'
1'
1'
0'
110 mph
2 or 3
9'
7'
6'
5'
4'
5'
4'
3'
3'
2-
4
9'
7'
6'
S'
4'
S'
4'
3'
3'
2'
4
13'
12'
10'
9'
8'
9'
8'
6'
5'
4'
5
12'
10'
9'
7'
6'
8'
6'
S'
4'
3'
5
13'
13'
13'
13'
11'
13'
11'
9'
8'
7'
6
13'
13'
11'
10'
9'
10'
8'
7'
6'
S'
6
13'
13'
13'
13'
13'
13'
13'
12'
10'
9'
7
13'
13'
13'
12'
11' 1
12'
10'
9'
8'
6'
7
13'
13'
13'
13'
13'
13'
13'
13'
13'
11'
Tables L1 and L2 need to be checked for surface
mount concrete attachment
United Duralume Carl Putnam, P. E.
350 S. Raymond Ave 3441 Ivylink Place
Fullerton, CA Lynchburg, VA 24503
ICC ESR 2676 5/2/2011 Page 56 of 59
Seismic Size Requirements for Single Span
Attached Lattice Structures
Table 1-2a Table L 2
3x8 Alum Header Double 3x8 Alum Header
Double 2x6.5 Alum Header, Double Steel C Beam
Single Steel C Beam
Ss Allowed
cubic feet)
Ss Allowed
(cubic feet;
20% 2022
20% 3121
30% 1348
30% 2080
40% 1011
40% 1560
50% 924
50% 1427
60% 770
60% 1189
70% 660
70% 1019
80% 674
80% 1040
90% 599
90% 925
100% 539
100% 832
110% 535
110% 825
120% 490
120% 757
130% 498
130% 768
140% 462
140% 713
150% 431
150% 666
Directions for using Seismic Table 1-2a or L2b***—'
1. Determine Tributary width
2. Determine width of structure
3. Determine height of structure
4. Determine number of posts structure has
5. Determine Ss for your area (conta(
your local building department)"**
6. Choose Table 1-2a or L2b based on the header
7. Determine the maximum size allowed on the chart
8. Multiply #1, #2 and #3 and divide by #4*****
9. If 98 is lower than #7 the structure is OK for seismi,
May 3, 2011
*no check needed for Patio Covers attached to slab under these conditions \A `( I
**no check needed for Patio Covers that are 10' tall attached to slab under these nditions
***no check needed for Patio Covers that are 8' tall attached to slab under these conditions
****Ss is the Maximum Considered Earthquake Ground Motion (0.2 se.
mapped on Figures 1613.5(1), 1613.5(3) in the 2006 IBC
Alternatively, divide by these numbers .
For 2 post Structrues divide by 3
For 3 post Structrues divide by 3
For 4 post Structrues divide by 4.5.
For 5 post Structrues divide by 6
For all others add 1.5 to number of posts
Not for use in areas with flat roof snow loads exceeds 30 psf.
MS -2006
�w
P/2
P/2
IF
Y
X
Z 11000,
/ Existing Residen
Panel Span (P)
---------------------
-----------------------------------
------Header
Header
Kzt
1
Topographic factor
Patio Cover Length (L)
1
Determine Snow Loads on Existing Structure
1 Determine Roof Snow/Live Load, S. See General Note 3.
2 Dead Load =1 psf
3 Add Dead and Live/Snow Loads, mulitply by half of Panel Span
Wall Load = (D + S) P /2
4 Result is wall load in pounds per linear foot.
Determine Wind Loads on Existing Structure
1 Determine Wind Load, W+ or W-. See Table 1
2 Dead Load included in Down and Up loads
3 Mulitply W+ or W- by half of Panel Span
Wall Load = W P /2
4 Result is wall load in pounds per linear foot.
5 Maximum Shear Load in X direction is 633 Ibf (110 mph Exposure C, 18' Projection)
Max load in Y direction (towards house) is 36 plf.
Max load in Y directiondue to force couple resiting lateral is 77 plf.
Determine Seismic Loads on Existing Structure (Excludes Roof Snow Load over 30 psf)
1 Vertical Loads and Horizontal Loads = maximum of 1 psf
Kz
0.7
0.98 height factor, Exposure B and C
Kzt
1
Topographic factor
Kd
0.85
Wind Directionality factor
1
1
Importance Factor
G
0.85
Gust Factor
Cnet
1.2
Net Pressure Coeficent
Dead
1 psf
Wind
Design
Design
Wind
Load
Down Load
Up Load
Wind
Exposure
(s
C&C
(psf)
(psf)
Speed(mph)
Exposure
qh s
(psf)
W+
W-
85
B
11.0
11.2
12.2
10.6
90
B
12.3
12.6
13.6
12.0
100
B
15.2
15.5
16.5
.14.9
105
B
16.8
17.1
18.1
16.5
110
B
18.4
18.8
19.8
18.2
85
C
15.4
15.7
16.7
15.1
90
C
17.3
17.6
18.6
17.0
100
C
21.3
21.8
22.8
21.2
105
C
23.5
24.0
25.0
23.4
110
C
25.8
26.3
27.3
25.7
26.3
TABLE 1
47.8
52.0
68.5
United Duralume
350 S. Raymond Ave
Fullerton, CA
Carl Putnam, P. E.
3441 Ivylink Place
Lynchburg, VA 24503
(434)384-2514
ca rlputnam0comcast.net
May 3, 2011
TABLE 2
Combination Loads based on Equation 16-18 and 16-19
1 Determine Combination Load, C. See Table 2
3 Mulitply C by half of Panel Span
Wall Load = C P /2
4 Result is wall load in pounds per linear foot.
ICC ESR 2676 5/2/2011 Page 57 of 59
\
cy C 9
Y.P 1\130-13
Y 9 3 Ni
M6-2006
Combination Loads: Snow+ Wind +Dead Loads
Wind
Wind
Load
Ground Snow Loads (psf)
Speed (mph)
Exposure
(s
25
30
40
60
85
B
11.2
29.3
33.5
41.9
58.7
90
B
12.6
30.2
34.4
42.8
59.6
100
B
15.5
32.1
36.3
44.7
61.5
105
B
17.1
33.8
37.3
45.7
62.5
110
B
18.8
35.9
38.4
46.8
63.6
85
C
15.7
32.2
36.4
44.8
61.6
90
C
17.6
34.4
37.7
46.1
62.9
100
C
21.8
39.8
41.9
48.7
65.5
105
C
24.0
42.7.
44.8
50.2
67.0
110
C
26.3
45.7
47.8
52.0
68.5
TABLE 2
Combination Loads based on Equation 16-18 and 16-19
1 Determine Combination Load, C. See Table 2
3 Mulitply C by half of Panel Span
Wall Load = C P /2
4 Result is wall load in pounds per linear foot.
ICC ESR 2676 5/2/2011 Page 57 of 59
\
cy C 9
Y.P 1\130-13
Y 9 3 Ni
M6-2006
United Duralume Structural Properties of Beams, Fascia, Panels and Rafters for Use by Design Professionals
ASSUMES FULL LATERAL BRACING
Max Allowable
Max Allowable
Structural Element
I (in^4) bottom
I for deflection
1 for deflection
Moment (top in
Moment (bottom
Max
I (in^4) top in
in
talcs (in ^4) top
talcs (in A4) bottom
compression
in compression
Allowable
Ftu or Fu Fty or Fy
Fey
compression
compression
in compression
in compression
(Ibf ft)
(lbrft)
Shear (lbf)
Material
E (ksi)
(ksi)
(ksi)
(ksi)
Rafters
0.024"x2"x6.5" Aluminum Rafter Detail 6
2.176
same
1.636
1.668
278
267
135
3004H34
10100
32
25
22
0.032"x2"x6.5" Aluminum Rafter Detail 6
2.929
same
2.602
2.692
508
483
324
3004H34
10100
32
25
22
0.042"x2"x6.5" Aluminum Rafter Detail 6
3.693
same
3.693
3.693
816
766
640,
30041-134
10100
32
25
22
0.042"x3"x8" Aluminum Rafter Detail 7
7.907
same
7.907
7.907
1061
1019
609
3004H34.
10100
32
25
22
Aluminum Panels
0.021"x3"x12" W Panel Detail E
0.445
same
0.443
0.445
189
171
112
0.024'x3"x12" W Panel Detail E
0.509
same
0.508
0.509
247
208
167
3004H34
10100
32
25
22
0.032"x3"x12" W Panel Detail E
0.679
same
0.679
0.679
399
311
397
3004H34
10100
32
25
22 .
0.038"x3"x12" W Panel Detail E
0.806
same
0.806
0.806
502
391
664
3004H34
10100
32
25
22
0.018"x2.25"x6" Flat Panel Detail G
0.192.
same
0.192
0.18
132
67
218
3004H34
10100
32
25
22
0.024"x2.25"x6" Flat Panel Detail G
0.256
same
0.256
0.255
200
114
500
3004H34
10100
32
25
22
0.032"x2.25"x6" Flat Panel Detail G
0.342
same
0.342
0.342
282
195
890
30041-134
10100
32
25
22
0.038"x2.25"x6" Flat Panel Detail G
0.406
same
0.406
0.406
338
266
1183
3004H34
10100
32
25
22
0.018'72.5"x24" Panel Detail F
0.463
same
0.463
0.463
266
262
185
30041-134
10100
32
r
25
22
0.024"x2.5"x24" Panel Detail F
0.618
same
0.618
0.618
473
394
439
30041-134
10100
32
25
22
0.032"x2.5"x24" Panel Detail F '
0.824
same
0.824
0.824
682
606
1042
3004H34
10100
32
25
22
0.038"x2.5"x24" Panel Detail F
0.978
same
0.978
0.978
843
790
1744
30041-134
10100
32
25
22
0.018"x3"x6" Flat Panel Detail H
0.374
same
0.374
0.35
179
90
153
3004H34
10100
32
25
22
0.024"x3"x6" Flat Panel Detail H
0.499
same
0.499
0.494
271
154
376
3004H34
10100
32
25
22
0.032"x3"x6" Flat Panel Detail H
0.665
same
0.665
0.665
397
267
868
30041-134
10100
32
25
22
0.038"x3"x6" Flat Panel Detail H
0.79
same
0.79
0.79
492
370
1255
.30041-134
10100
32
25
22
same
Aluminum Headers
0.042"x3"x8" Aluminum Header Detail L/12
7.907
same
6.171
7.907
1061
1019
609
3004H34
10100
32
25
22
Double 0.042"x3"x8" Aluminum Header Detail
M/13
15.814
same
12.342
15.814
2122
2038
1218
30041-134
10100
32
25
22
Double 0.040"x2"x6.5" Aluminum Header
Detail K/11
7.386
same
7.386
7.386
1632
1532
1280
30041-134
10100
32
25
22
4"x2.375" I beam Detail P
1.712
same
1.712
1.712
1411
1411
2587
6063T5
10100
22
16
16
6"x4.5" I beam Detail Q
11.453
same
11.453
11.453
6305
6305
.7881
6063T5
10100
22
16
16
7"x5.5" I beam Detail R
26.15
same
26.15
26.15
12399
12399
9911
6061T6
10100
38
35
35
10"x5.5" 1 beam Detail T
66.724
same
66.724
66.724
22046
22046
13372
6061IT6
10100
38
35
35
Aluminum Fascia
Extrudedf Fascia Detail U
3.68
same
3.68
3.68
1005
924
5369
6063T5
10100
22
' 16
16
6.5".RF.Fascia Detail V
2.68
same
2.68
2.68
824
920
2918
3004H34
10100
32
25
22
6,5" Smooth RF Fascia Detail W
3.59
same
3.59
3.59
1173
895
649
30041-134
10100
32
25
22
Steel Headers
14 Gouge Steel C Beam Detail N/14
9.4
9.4
n/a
n/a
6044
6044
8035
ASTM A653 Grade 50
29000
65
50
Double 14 Gauge Steel C Beam Detail S/16
18.8
18.8
n/a
n/a
12088
12088
16070
ASTM A653 Grade 50
29000
65
50
Double 12 Gauge Steel C Beam Detail S/16
24.8
24.8
n/a
n/a
15976
15976
24542
ASTM A653 Grade 50
29000
65
50
0.048"x3"x3" Lockseam Header Detail J/10
0.904
0.904
n/a
n/a
1203
1203
9175
ASTM A653 Grade 40
29000
55
40
M7-2006
ICC ESR 2676 5/2/2011 Page 58 of 59
May 3, 2011
5
n
M
W
X
N
O
J
O
N
N
O
CD
N
O
0
CONSTRAINED
FOOTING SIZE
d (IN)
REQUIRED SLAB AREA PER POST
(SQUARE FEET)
CONCRETE SLAB THICKNESS (IN)
3.5" 5.5" 7.25" 9.25"
20
24
15
12
9
21
28
18
14
11
22
33
21
16
13
23
38
24
19
15
24
44
28
21
17
25
51
32
24
19
26
58
37
28
22
27
65
42
32
25
28
74
47
36
28
29
83
53
40
31
30
93
59
145'
35
31
104
66
50
39
32.
116
74
56
44
33
128
82
62
49
34
142
90
68
54
35
157
100
76
59
36
172
110
83
65
37
189
120
91
72
38
207
132
100
78
39
226
144
109
86
40
247
157
119
93
41
269
171
130
102
42
292
186
141
110
43
317
201
153
120
44
343
218
165
130
45
370
236
179
140
46
400
254
193
151
47
431
274
208
163
48
463
295
224
175
49
498
317
240
188
50
1 534
340
258
202
United Duralume
350 S. Raymond Ave
Fullerton, CA
Carl Putnam, P. E.
3441 Ivylink Place
Lynchburg, VA 24503
c
C� � 4
.,s
C:
Y
6.
q
T
9