10-1112 (PAT)r ��f
P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
i0-0-0001112
Property Address:
55460 RIVIERA
APN:
775-153-046- - -
Application description:
PATIO COVER - RESIDENTIAL
Property Zoning:
LOW DENSITY RESIDENTIAL
Application Valuation:
2913
. ? - 4 c&ht 4 1 ,
a".
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Applicant: Architect or Engineer:
--------------------------------------------------
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
License Class: DO3/ License No.: 83'5140
i Date: )l3 _Contractor: _6 r! ��` jgw"11-4
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior, to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption.' Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
(_ I I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
1 _ I 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 acontractor(s) licensed
pursuant to the Contractors' State License Law.).
(_) I am exempt under Sec. , B.&P.C. for this reason
Date: Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
LQPERMIT
Owner:
GARTHUNE JAMES
55-460 RIVIERA
LA QUINTA, CA 92253
(
Contractor:
ATLAS AWNING & SCREEN,
754 S. WILLIAMS ROAD
PALM SPRINGS, CA 92264
(760)327-8466
Lica. No.: 835140
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 10/27/10
D)i l�J U
1
N s 2" 2010
Gil; 'r t; el . •.i3.d•7rt
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations: -
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier EVEREST NATL Policy Number 7600004167101
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should become subject to the workers' compensation provisions of Section
3700 of the Labor Coe I sh Il f9rtlhwith comply with those provisions.'
Date:JrayjApplicant:
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 1$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 buildi g construction, an e�y2athorize representatives
of this county to enter upon the above-mentioned propert fo ep n our.
Dat JCJ> 2-6 Signature (Applicant or Agent):
r�
Application Number 10-00001112
Permit PATIO COVER
PERMIT
Additional desc
Permit Fee . . . . 54.00
Plan Check Fee
35.10
Issue Date . . . .
Valuation
2913
Expiration Date 4/25/11
Qty Unit Charge Per
Extension
BASE
FEE
45.00
1.00 9.0000 THOU BLDG
2..001-25.000
9 -nn
Special Notes and Comments
--------------------
ALUMAWOOD PATIO LATTICE 14' X 15'.TOTAL
OF 219 SQUARE FT . PER 2006 IBC;
2007
CBC & APPROVED PLANS.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
Fee summary Charged
Paid Credited
Due
Permit Fee Total 54.00
.00 .00
54.00
Plan Check Total 35.10
.00 .00
35.10
Other Fee Total 1.00
.00 .00
1.00
Grand Total 90.10
.00 .00
90.10
r
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10/22/2010 15:10 FAX 760 771 5125 PGA WEST RES ONE @002
U
PGA WEST..
RESIDENTIAL ASSOCIATION, INC.
Page 1 of 2
October 20, 2010
Mr. & Mrs. Tames Garthune
55-460 Riviera
La Quinta, CA 92253
RE; Architectural Variance Request—New Alumawood Shade Structure
Dear Mr. & Mrs. Garthune,
The Architectural Committee has reviewed your request to install .an Alumawood patio cover at
your 55-460 Riviera residence. The proposed modification is acceptable in accordance with the
Architectural Guidelines and the Homeowner's Association CC&R's.
The following comments and requirements are applicable:
1. Contact William Aceves, the Maintenance Manager, to have a preconstruction meeting,
(760) 771-1234, extension 24.
2. The contractor cannot use the street for stockpiling construction material at debris.
3. The street gutters are not to be used for concrete and construction material clean up.
Neither debris nor dirt is to be washed down the gutter.
4. The contractor to repair and/or. replace any damaged irrigation, landscape, hardscape,
lights or street surface to the'satisfaction of the H.OA.
5. Contractor to observe all parking and driving regulations.
6. The in to have a City of La Quinta. building permit and the signed inspection
card provided to the Association upon completion.
7. The homeowner is required to purchase two signs from the Association to be installed on
the top of the structure. The verbiage on each sign issues a warning regarding walking on
the overhang. The signs are available from the Association for a fee of $25.00 each.
8. The contractor to provide a framing plan with callout of all component sizes, spacing
and dimensions prior to starting work,
9. The contractor to use sealant in holes for attachment through stucco into support.
10. Any damage to stucco or roofing to be repaired by the contractor. Walking on the roof
tiles may cause damage to the underlayment.
54-320 Southern Hills, La Quinta, California 92253-5665, Telephone 760-771-1234 FAX 760-771-5125
10/22/2010 15:11 FAX 760 771 5125 PGA WEST RES ONE 0 003
Page 2 of 2
11. The HOA is not responsible for any damage to the Alumawood patio cover during the
painting of the unit and they are not liable for any injury or damages due to the patio
cover.
12. The installation does not attach to the adjacent unit and therefore the unit should not have
any construction noise on their wall.
13. Contractor to provide a signed copy of the `Contractor's Notice of Completion
Certification Letter' (enclosed) with the `Notice of Completion' form.
We reserve the right to make a final inspection of this change to make sure that it matches the
original request. An approval is based only on the aesthetics of your proposed plan and should
not be taken as any certification as to the construction worthiness or structural integrity of the
proposed change.
We appreciate your cooperation in submitting this request for approval. If I may be of further
assistance, please contact me at the HOA office, (760) 771-1234, Extension 15.
4ycGZalliard
Operations Manager
For the Architectural Committee
KM/bvf
Enc. l
Cc: Architectural Committee
%LAS
WN/NG
ff AND SOREM
For:
0 I v
754 Williams Rd., Palm Springs, CA 92264 Lic #: 835140
i? illN
Pli: 327-8466 FAX: 327-8467
i Park: hone: v,6 J -313 - a/
P6,g v-wJ-)-t-xr "ew1d
GENERAL NOTES:
1. DESIGNED IN ACCORDANCE WITH THE 2006 INTERNATIONAL BUILDING CODE. THIS REVIEW INCLUDES
THE 2007 CALIFORNIA BUILDING CODE PROVISIONS THAT ARE LOCALLY ENFORCEABLE AND UNDER THE
JURISDICTION OF CITY AND COUNTY BUILDING OFFICIALS. PROVISIONS RELATED SPECIFICALLY TO
HOSPITIALS AND PUBLIC SCHOOLS IN CALIFORNIA ARE NOT PART OF THIS REVIEW.
2. ALUMINUM DESIGN IN ACCORDANCE WITH THE 2000 EDITION OF ALUMINUM ASSOCIATION'S
SPECIFICATIONS AND CHAPTER 20 OF THE INTERNATIONAL BUILDING CODE.
3. DCOIG14 LOADINGS.
GROUND SNOW LOAD
10 PSF
20 PSF
25 PSF
30 PSF
40 PSF
60 PSF
FOR 0.25/12 > SLOPE < 1/12
DESIGN LOAD
10 PSF LIVE OR GROUND SNOW
20 PSF LIVE OR GROUND SNOW
21 PSF
25.2 PSF
33.6 PSF
50.4 PSF
WIND SPEEDS IN THE 2006 IBC ARE "3 SECOND GUST WIND SPEED." ALL STRUCTURES DESCRIBED IN THIS
REPORT ARE DESIGNED USING PRESSURES CALCULATED FORM "3 SECOND GUST WIND SPEEDS
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 OR 2 PAGES)
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.
NOTE: EXPOSURE B: URBAN AND SUBURBAN AREAS, WOODED AREAS, OR_OTHER.TERRAIN WITH NUMEROUS.
-CLOSELY"SPACED OBSTRUCTIONS HAVING THE SIZE OF SINGLE-FAMILY
DWELLINGS OR LARGER. EXPOSURE B SHALL BE ASSUMED UNLESS THE SITE MEET THE DEFINITION OF
ANOTHER TYPE EXPOSURE.
EXPOSURE C: OPEN TERRAIN WITH SCATTERED OBSTRUCTIONS, INCLUDING SURFACE UNDULATIONS OR
OTHER IRREGULARITIES, HAVING HEIGHTS GENERALLY LESS THAN 30 FEET (9144 MM) EXTENDING MORE
THAN 1,500 FEET (457.2 M) FROM THE BUILDING SITE IN ANY QUADRANT THIS EXPOSURE SHALL ALSO APPLY
TO ANY BUILDING LOCATED WITHIN EXPOSURE B TYPE TERRAIN WHERE THE BUILDING IS DIRECTLY
ADJACENT TO OPEN AREAS OF EXPOSURE C TYPE TERRAIN IN ANY QUADRANT FOR A DISTANCE OF MORE
THAN 600 FEET (182.9 M). THIS CATEGORY INCLUDES FLAT OPEN COUNTRY, GRASSLANDS AND SHORELINES
IN HURRICANE -PRONE REGIONS.
SEISMIC LOADING
MAXIMUM Ss = 150% SHOWN IN 2006 IBC FIGURE 1613.5(1)
MAXIMUM Ss = 55% FOR 40 PSF AND 60 PSF GROUND SNOW LOADS. SEE GENERAL NOTE #20
S1 NOT APPLICABLE TO THESE STRUCTURES
SITE CLASS = D
BASIC SEISMIC FORCE RESISTNG SYSTEM
POSTS SURFACE MOUNTED = GENERIC SYSTEM » R= 1.25
ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE
,,,t+.
4/27/2009 I
ENGINEERS STAMP
P
2009
r
uiler]MCIX SUITTE 1OONNYSON PARKWAY
BUILDINC PRODUCTS, INC. PLANO, TEXAS 75024
CMP
Amerimax Building Products Patio Cover, Carport and Commercial Structure Engineerin!
PAGES DRAWING SECTION DESCRIPTION
2 PAGES GN01-2006 GENERAL NOTES
GN02-2006
4 PAGES SC01-2006 SOLID PANEL STRUCTURAL CONFIGURATIONS
SCO2-2006 SOLID PANEL DETAIL CALLOUTS
SC03-2006 ALUMAWOOD STRUCTURAL CONFIGURATIONS
SC04-2006 ALUMAWOOD DETAIL CALLOUTS
1 PAGE 1 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES
4 PAGES 2 - 5
4 PAGES' 6-9
3 PAGES LT01-2006
LT02-2006
LT03-2006
1 PAGE
10 PAGES
10 PAGES
4 PAGES
9 PAGES
5 PAGE
1
2=11'
12-21
N P01-2006
NP02-2006
NP03-2006
NP04-2006
CD01-2006
CD02-2006
CD03-2006
CD04-2006
CD05-2006
CD06-2006
CD07-2006
CD08-2006
CD09-2006
Ml -2006
M2-2006
M3-2006
M4-2006
M5-2006
LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 90 MPH WIND AREAS .
LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES. IN HIGH WIND AREAS
COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES
SOLID COVER 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES
SOLID'COVER-55.O POST•SPACINGS•FOR•LATTICE PATIO AND. COMMERCIAL -STRUCTURES IN 90 MPH WIND AREAS-
SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO'AND COMMERCIAL STRUCTURES IN HIGH. WIND AREAS,. --
COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS
COMPONENT PARTS AND CONNECTION DETAILS
g
MISCELLANEOUS DETAILS
MISCELLANEOUS DETAILS
7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES
7.0 FOOTING AND SLAB ATTACHMENT TABLES
7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS
I
4/27/2009
April 27, 2005
�T.
PRINTED ON 4/29/2009
GENERAL NOTES:
(CONTINUED FROM SHEET NO. 1)
IAPMO ES REPORT #0113
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 WHEN THE POST LOAD IS 750# OR LESS.
CONCRETE SHALL BE A MINIMUM OF 3.5 INCHES THICK AND NO CRACKS WITHIN 2'-6" OF POSTS.
POSTS SHALL BE SET BACK A MINIMUM OF 4 INCHES FROM EDGE OR EXPANSION JOINT OF A
SLAB. POSTS WILL COMPLY WITH THE CORNER DISTANCES OF TABLES SLAB1 AND SLAB2 OF
SHEET M5
6. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL. ALLOWABLE FOUNDATION PRESSURE IS
1500 POUNDS PER SQUARE FOOT. LATERAL BEARING PRESSURE IS 100 PSF/FT AND IS DOUBLED
PER 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. UNITS IN
SNOW/LIVE LOAD AREA OF 25 PSF OR LESS MAY BE BUILT ON 1000 PSF BEARING SOIL W/O
ADDITIONAL ENGINEERING.
7. 20 PSF AND HIGHER LIVE LOAD STRUCTURES MAY BE USED FOR PARKING OF MOTOR
VEHICLES. CARPORTS MUST HAVE AT LEAST TWO OPEN SIDES AND HAVE FLOOR SURFACES
MADE OF APPROVED NONCOMBUSTIBLE MATERIAL OR ASPHALT.
8. FREESTANDING STRUCTURES SHALL NOT BE ENCLOSED IN ANY MANNER.
--� 9.-- STEEL BOLTS SHALL BE ASTM A7307. -AND HOT DIPPED_GALVANIZED, MECHANICALLY
GALVANIZED, ZINC ELECTROPLATED, ALUMINIZED OR 3000 SERIES STAINLESS STEEL
10. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED.
11. STEEL FASTENERS SHALL BE EITHER STAINLESS (3000 SERIES), GALVANIZED OR DOUBLE
CADMIUM PLATED. CONCRETE ANCHOR BOLTS ARE 3/8" W/ 2" EMBED STAINLESS STEEL HILTI
KWIK BOLT TZ (ICC ESR 1917) OR EQUIVALENT. ANCHORS ATTACHED TO CONCRETE SLAB WILL
HAVE ALLOWABLE TENSILE OF 750 LBF AND SHEAR OF 500 LBF.
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 0, U, AND X) MAY BE LOCATED ANYWHERE.
14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO ICC ESR -5202, ESR -56
OR EQUIVALENT.
15. ATTACHED STRUCTURES MAY NOT BE ENCLOSED IN ANY MANNER WITHOUT ADDITIO
ENGINEERING ANALYIS OR APPROVAL OF THE LOCAL BUILDING AUTHORITY.
i
16. ROOF PANELS ARE CLASS "B" FIRE RATED. \`
17. STRUCTURES MAY BE ATTACHED TO EAVE OVERHANGS PER SCHEDULE. N
NOVO18 2009
nF
IAPMO PAGE NUMBER 2 OF 57
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 + LIVE LOAD FROM THE PATIO COVER IS 750LBS AND THE POST SPACING SHALL NOT
EXCEED THAT SPECIFIED FOR ATTACHING TO A CONCRETE SLAB. THE MAXIMUM CONNECTION
UPLIFT LOAD IS 800 LBS FOR 90MPH.EXP C WIND SPEED. CONNECTIONS ARE FOR MAXIMUM PATIO
ROOF HEIGHTS OF 12FT. 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 L13, L14, N12, N13,'AL OR AM. THE MAXIMUM HEIGHT
ABOVE GRADE IS 12. CONSTRUCTION OUTSIDE OF THESE PARAMETERS MAY REQUIRE
ADDITIONAL ENGINEERING.
20. ANY UNIT BUILT WITH A ROOF SNOW LOAD GREATER THAN 30 PSF IN A SEISMICALLY ACTIVE
AREA MAY REQUIRE ADDITIONAL ENGINEERING AT THE DISCRETION OF THE LOCAL BUILDING
AUTHORITY. UNITS ATTACHED TO ONE AND TWO FAMILY DWELLINGS W/ Ss < 0.55, SITE CLASS D
DO NOT REQUIRE ADDITIONAL SESIMIC ANALYSIS PER 1613.1 EXCEPTION #1.
21. DRIFTING SNOW IS ADDRESSED IN DETAIL BR. SLIDING,SNOW IS BEYOND THE SCOPE OF THIS
REPORT.
22. ALL MULTISPAN TABLES AND DETAILS ASSUME EQUAL SPANS WITHIN 20%. ALL
SPECIFICATIONS MUST BE BASED ON LONGEST ACTUAL SPAN.
GENERAL NOTES FOR LATTICE STRUCTURES
(PE INS TO LATTICE STRUCTURES ON DRAWINGS SCO2-2006 AND LT01-2006 THRU LT03-2006.)
1 SEE GENERAL NOTES, SHEET 1, SECTION 4 FOR LIVE AND SNOW LOADS.
2. OP�N LATTICE STRUCTURES SHALL NOT BE ENCLOSED.
3. SIGLE SPAN LATTICE STRUCTURES THAT USE DETAILS L13, L14 OR L25 MUST COMPLY WITH
TABLEL1 AND L2 ON SHEET M5.
"4�
Ef40aNg STAMP
s
leriniaX 5208 TENNYSON PARKWAY
BUILDING PRODUCTS. LNC. SUITE 100
PLANOTEXAS 75024
DRAWN UT: CMP
SCALE: DRAWING
NONE TORR PART GENERAL NOTES
GN02-2006 2 OF 2
I
FRIN I tU ON 4/29/2009
i
LENGTH VARIES OF pROJECT10N
MIN. LENGTH 757
MIN. LENGTH c
SEE SCHEDULE FOR FASTENERSNELPA
NO. OF #10 SM FASTE
DCTeD_ AC FASCIA
HEADER INSTALL
COLUMN
VERTICAL
1 1/2• DRA
FASCIA TYPE
HEADER
mm. sLUPE 0.50
SINGLE SPAN
ATTACHED PATIO
COVERS DO NOT
ZSTRUCTURAL PANEL REOUIRE FOOTINGS
x
w
POST =
PROVIDE 1
::::3.5 CONCRETE SLAB DRAIN
REQ'D W/ CONSTRAINED
FOOTINGS
SEE SCHEDULE FOR
FOOTING SIZE. SINGLE SPAN ATTACHED STRUCTURE
ri INTERMEDIATEDPANEL
PANEL MAY MAX.HEADER OVERHANG 25% .
OF CLEARSPANMAXIMUM 25% COL. STEEL POST
SPACING
PROVIDE 1 1/2" I __ d SEE SCHEDULE FOR SIZE
DRAIN DETAIL AQ OR N29 ONLY
n/ I
3.5' CONCRETE SLAB REQ'D W/ --I
CONSTRAINED FOOTINGS "d" "d"
MULTI" ATTACHED CANTILEVERED STRUCTURE
PATI❑ COVERS ARE LIMITED TO 12' sFF scHEDULES
HEIGHT. CARPORTS AND COMMERCIAL GIH vARIES. PROD
STRUCTURES ARE LIMITED TO 18' pAN
HEIGHT. .,,..
YL��I'LUMNTICALL`F"
POSJROVlDE
ISTALL
/2'
_ STLCOLTYP
d
DRAIN
3.5' CONCRETE SLAB REO'D W/
•d 'd" 'd'
CONSTRAINED FOOTINGS
J
MULTISPAN ATTACHED STRUCTURE
SEE SCHEDULE FOR
FOOTING SIZE •d• •d�
SINGLE SPAN ATTACHED CANDLEVERED STRUCDIRE
25X POST
SPACING
NOTE: SEE SCHEDULE FOR POSTS. ALL POSTS TO BE
INSTALLED VERTICALLY. MAY HAVE MORE THAN 2 POSTS (PER INTERMEDIATE BEAM).
END
F CIA
MULTISPAN FREESTANDING SO
URAL STRUCTURE �oQE °� S 0
ScyFDU'o
c�
Q /•
t
3.5' CONCRETE SLAB REQ'D W/
CONSTRAINED FOOTINGS
E4T/ Sp�Si
MAX. O'HANG 25% OF
I t POST SPACING
SEE SCHEDULE FOR
POST SPACING
C •4g�.6� ON
3.5' CONCRETE SLAB REQ'D W/
CONSTRAINED FOOTINGS
SEE SCHEDULE FOR SIZE d • STEEL POST
DETAIL AQ OR N29 ONLY
SINGLE SPAN FREESTANDING STRUCTURE
LENGTH VARIES
FOR POST SIZE SEE
POST SCHEDULES 1
ORAINua �c
3.5' CONCRETE SLAB REQ'D W/ •d• I I
CONSTRAINED FOOTINGS L � I SEE SCHEDULE FOR SIZE
DETAIL AQ OR N29 ONLY
SEE SCHEDULE FOR SIZE
DETAIL AQ OR N29 ONLY
4/27/2009
ENGINEERS STAMP
.,
WALL CONNECTION DETAILS
L7, LIO OF PAGE 16 '
L17, L22 ON PAGE 17
• L28 ON PAGE 18
• LATTICE TUBE AND CONNECTION DETAILS '
L3, L6 OF PAGE 16
✓ RAFTER CONNECTION DETAILS
- L9 OF. PAGE 16
L30 OF PAGE 18 -
HEADER/WALL CONNECTION DETAIL
L15 OF PAGE 16
DETAILS L1, L2,
L3 OF PAGE 76
HEADER DETAILS
:L1, L8, L12 OF PAGE 16
L18 OF PAGE 17
POST DETAILS
L4, Lll OF PAGE 16 -
L21 OF PAGE 17
L24 OF PAGE 18
• POST BOTTOM CONNECTION DETAILS ' • POST/FOOTINCr7 a
L13, L14 OF PAGE 16 CONNECTION DETAIL
L25, L29 OF PAGE 18 L29 OF PAGE 18
SINGLE'SPAN•ATTACH D,-
HEADER/POST I CONNECTION DETAILS �LATiICE STRUCTURE
L8 ❑F .PAGE 16 �ITICE
L16;:.L19, .1_23 OF PAGE 17
L26, L27 ❑F,PAGE 18
Q-011141,141 114,01MIDEN I in
PAGE NUMBER 6 OF 51
RAFTER CONNECTION DETAILS - -
L9 OF PAGE 16 '
L30 OF PAGE 18
a.
r
HEADER/POST CONNECTION DETAILS
L8, L12 OF PAGE 16
L16, L19, L23 OF PAGE 17
L26, L27 '❑F PAGE 18
POST DETAILS
Lll OF PAGE 16
L21 OF PAGE 17 .
LATTICE TUBE AND CONNECTION DETAILS
L3, L6 OF PAGE .16
4
RAFTER CONNECTION DETAILS
' L9 OF PAGE 16
.L30 OF PAGE 18
POST DETAILS
L11 OF PAGE 16
L2 OF PAGE 17
GUTTER/RAFTER TAIL CONNECTION DETAILS
HEADER DETAILS
N9 OF PAGE 41
.
N4, N5 OF PAGE 40'
NIO OF PAGE 41
N25 OF PAGE 42
SINGLE SPAN FREESTANDING
N23, N28 OF PAGE 42
N30 OF PAGE 43
_.
LATTICE STRUCTURE
N3I OF PAGE 43
PANEL/VAC CONNECTION DETAIL
•"
•
STRUCTURAL
-
NIS OF PAG at
N21,N26, N OF PAGE 42
r
PEST/FOOTING -
CONNECTION DETAIL
•
HEADER/POST CONNECTION DETAILS
PANEL DETAILS
N33, N34 OF GE 43
L29 OF PAGE 18 - -
N22, N24 OF PAGE 42
NI, N3 OF PAGE
40
-•
:r
'i
t
•. N32, N35 OF PAGE 43
Jr r '•; •:
- - _
POST DETAILS
-� NII, N14, N16; N17 OF PAGE 41 _
�"" -
r
-
- (� AU
�OQaQP�
Q'.
'
1
1
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W C 68139l..
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.
Ameri nax 5208 TENNYSON PARKWAY
POST/SLAB/FOOTING CONNECTION DETAILS
1__y�J
7!i
EXP
.
2009
NS OF PAGE 40 •
OF PAGE 41
3
--' RLILDINC PRODUCPS, INC SUITE 100
N12, N13
_
,.
.
PLANO, TEXAS 75024
N29 OF PAGE 43
��
_ CINdF
caAN ATTACHE) ra_NniFVF_RF_D STRMRE-
OFCALtiF QLD.
.."� #
BY:cl
• -
ei�Y
0qr:�__
DRAWING ALUMAWOOD DETAILCALLOUTS
NONE
NAMEART
4/27/2009
r
4
5ATE:
DRAWING
SHEET
ENGINEERS STAMP{
ORPART "- SC04-2006
4 OF 4
PRINTED ON 4/29/2009
LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES
0.024"x2"x6.625" Raftpr lMuRicnanl n .39'49"vA A9F" R.ft.r lAAuNie... I
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure C
s
(in)
90 110 120 130
10
24"
7'-11"
7'-11"
6'-11"
6'-0"
LIVE
20"
9'-0"
9'-0"
8'-0"
7'-0"
20
16"
10,_5,
10,_5"
9'-5"
8'-3"
LIVE
12"
12'-6"
12'-6"
10'-6"
8'-11"
20
24"
4'-8"
4'$"
4'-8"
4'-8"
LIVE
20"
5'-5"
5'-5"
5'-5"
5'-5"
30
16"
6'-5"
6'-5"
6'-5"
6'-5"
12"
7'-11"
7'-11"
7'-11"
7'-11"
25
24"
4'-6"
4'-6"
4'-6"
4'-6"
20"
5'-2"
5'-2"
5'-2"
5'-2"
64"
16"
6'-2"
6'-2"
6'-2"
6'-2"
12"
7'-8"
7'-8"
7'-8"
7-8„
30
24"
3'-10"
3'-10"
3'-10"
3'-10"
20"
4'-6"
4'-6"
4'-6"
4'-6"
16"
5'-4"
5'-4"
5'-4"
5'-4"
12"
6'-8"
6'-8"
6'-8"
6'-8"
40
24"
3'-0"
3'-0"
3'-0"
3'-0"
20"
3'-6"
3'-6"
3'-6"
3'-6"
16"
4'-3"
4'-3"
4'-3"
4'-3"
12"
5'-4"
5'-4"
5'-4"
5'-4"
60
24"
2'-0"
2'-0"
2'-0"
2'-0"
20"
2'-5"
2'-5"
2'-5"
2'-5"
16"
3'-0"
3'-0"
3'-0"
T-0-
12-
3'-10"
3'-10"
3'-10"
3'-10"
n n9d"v9"vA A99" Raftor !Ginn!. c-%
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure C
s
in
90 110 120 130
10
24"
10'-3"
8'-0"
6'-11"
6'-0"
LIVE
20"
11'-10"
9'-2"
8'-0"
7'-0"
20
16"
13._2"
10'-9"
9'-5"
8'-3"
LIVE
12"
15'-2"
12'-6"
10'-0"
8'-11"
20
24"
5'-2"
5'-2"
5'-2"
5'-2"
LIVE
20"
6'-3"
6'-3"
6'-3"
6'-3"
30
16"
7'-9"
7'-9"
7'-9"
7'-9"
12"
10'-3"
10,4"
10,_3"
8'-11"
25
24"
4'-11"
4'-11"
4'-11"
4'-11"
20"
5'-11"
5'-11"
5'-11"
5'-11"
64"
16"
7'-5"
7'-5"
7'-5"
7'-5"
12"
9'-10"
9'-10"
9'-10"
8'-11"
30
24"
4'-1"
4'-1"
4'-1"
4'-1"
20"
4'-11"
4'-11"
4'-11"
4'-11"
16"
6'-2"
6'-2"
6'-2"
6'-2-
12"
8'-2"
8'-2"
8'-2"
8'-2-
40
24"
3'-1"
3'-1"
3'-1"
3'-1"
20"
3'-8"
3'-8"
3'-8"
3'-8"
16"
4'-8"
4'-8"
4'-8"
4'-8"
12"
6'-2"
6'-2"
6'-2"
6'-2"
60
24"
2'-1"
2'-1"
2'-1"
2'-1"
20"
2'-0"
2'-6"
2'-6"
2'-6-
16"
3'-1"
3'-1"
3'-1"
T-1-
12"
4'-1"
4'-1"
4'-1"
4'-1"
TABLE 1.6
t
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure C
s
(in)
90 110 120 130
10
24"
11,_7,
11'-7"
11'_7"
11,_1„
LIVE
20"
13'-0"
13'-0"
13'-0"
12'-5"
20
16"
14'-11"
14'_11"
14,_11"
14'_1"
LIVE
12"
17'_7,
17,_7,
17'_7,
16'-5"
20
24"
7'-2"
7'-2"
7'-2"
7'-2"
LIVE
20"
8'-2"
8'-2"
8'-2"
8'-2"
30
16"
9'-7"
9'-7"
9'-7"
9'-7"
12"
11,_7,
11,_7'
11,_7'
11,_7'
25
24"
V-11"
6'-11"
6'-11"
6'-11"
20"
7'-11"
7'-11"
7'-11"
7'-11"
64"
16"
9'-3"
9'-3"
9'-3"
9'-3"
12"
11'-3"
11'-3"
11'-3"
11'-3"
30
24"
6'-0"
6'-0"
6'-0"
6'-0"
20"
6'-11"
6'-11"
6-11"
6'-11"
16"
8'-2"
8'-2"
8'-2"
8'-2"
12"
9'-11"
9'-11"
9'-11"
9'-11"
40
24"
4'-10"
4'-10"
4'-10"
4'-10"
20"
5'-7"
5'-7"
5'-7"
5'-7"
16"
6'-7"
6'-7"
6'-7"
6'-7"
12"
8'-2"
8'-2"
8'-2"
8'-2"
60
24"
3'-5"
3'-5"
3'-5"
3'-5"
20"
4'-5"
4'-0"
4'-0"
4'-0"
am
5'-7"
4'-10"
1
4'-10"
4'-10"
12"
7'-5"
6-0"
6''
6'-0"
0 032"x2"vA A25" Raftpr!Sinn!. Rnnnl
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure C
(ps
in)
90 110 120 130
10
24"
14,_7'
13'_9"
12,-4"
11,_1„
LIVE
20"
16'-0"
15'-4"
13'-9"
12'-5"
20
16"
17'-9"
17•_4"
15•_7•
14'_1"
LIVE
12"
19,_8„
19,_8"
18'_1"
16'-S"-
20
24"
9'-4"
9'-4"
9'-4"
9'-4"
LIVE
20"
11,_2"
11'_2"
11,_2"
11,_2„
30
16"
12,_8•,
12'-8„
12'-8"
12,-8„
12"
14'_7'
14,_7'
14,_7•
14'_7,
25
24"
8'-11"
8'-11"
8'-11"
8'-11"
20"
10'-8"
10'-8"
10'-8"
10'-8"
64"
16"
12'-5"
12'-5"
12'-5"
12'-5"
12"
14'-3"
14'-3"
14'-3"
14'-3"
30
24"
7'-5"
7'-5"
7'-5"
7'-5"
20"
8'-11"
8'-11"
8'-11"
8'-11"
16"
11,_1„
11'_1"
11,_1„
11,_1„
12"
13,_1"
13,_1„
13,_1"
13,_1„
40
24"
5'-7"
5'-7"
5'-7"
5'-7"
20"
6'-8"
6'-8"
6'-8"
6'-8"
16"
8'4"
8'-4"
8'-4"
8'-4"
12"
11,_1"
11,_1"
11,_1"
11,_1„
60
24"
3'-9"
3'-9"
3'-9"
3'-9"
20"
4'-5"
4'-5"
4'-5"
4'-5"
16"
5'-7"
5'-7"
5'-7"
5'-7"
12"
7'-5"
7'-5"
7'-5"
7'-5"
IABLt 1.1
IAPMO ES REPORT #0113
n 04n"v2"v6 625" Rafter lMulticnnnl 0 nd2"v3"v A" Raftor !Multi... nl
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure C
s
in
90 110 120 130
10
24"
15'-0"
15'-6"
15'-6"
15'-6"
LIVE
20"17'-3"
15'-0"
17'-3"
17'-3"
17'-0"
20
16"
19'-7"
19,_7••
19._7••
18•_10"
LIVE
12"
22'-4"
22'-4"
21'-8"
20'-6"
20
24"
9'-11"
9'-11"
9'-11"
9'-11"
LIVE
20"
11'_2"
11•_2"
11•_2"
11•_2"
30
16"
12'-11"
12'-11"
12'-11"
12'-11"
12"
15'-6"
15'_6"
15'-6"
15'-6"
25
24"
9'-7"
9'-7"
9'-7"
9'-7"
20"
10'-10"
10'-10"
10'-10"
10'-10"
64"
16"
12•_6"
12'_6"
12'-0"
12'-0"
12"
15'-0"
15'-0"
15'-0"
15'-0"
30
24"
8'-5"
8'-5"
8'-5"
8'-5"
20"
9,_7..
9,_7"
9,_7.,
91.7,
16"
11.2'
11.2"
11.2'
11.2"
12"
13'-5"
13'-5"
13'-5"
13'-5"
40
24"
6,_9„
6,_9.,
6,_9,.
6._g„
20"
7'_9„
7'_9„
7._9"
7,_9.,
16"
9'-2"
9'-2"
9'-2"
9'-2"
12"
11•_2"
11•_2••
11'_2"
11•_2"
60
24"
4'-11"
4'-11"
4'-11"
4'-11"
20"
5'-8"
5'-8"
5'-8"
5'-8"
16"
6'-9"
6'-9"
6'-9"
6'-9"
12" 1
8'-5"
8'-5"
8'-5"
8'-5"
n ndn"v9"vA A95" Raftor !Sinn). Rnanl
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure C
s
in
90 110 120 130
10
36"
13'-4"
13'-4"
13'-4"
13'-0"
LIVE
30"
15'-0"
15'-0"
15'-0"
14'-11"
20
24"
17,_2"
17,_2„
17'_2"
16,_11"
LIVE
16"
21'-g"
21'_9"
21,_9"
20,_10"
20
36"
8'-2"
8'-2"
8'-2"
8'-2"
LIVE
30"
9'-4"
9'-4"
9'-4".
"9'-4"
30
24"
11,_0,.
11'_0"
11'-0"
11'-0"
16"
14,_4„
14,_4•,
14'-4"
14'-4"
25
36"
7'-10"
7'-10"
7'-10"
7'-10"
30"
9'-0"
9'4"
9'-0"
9'-0"
64"
24"
10,_7,
10,_7'
10'_7'
10'_7,
16"
13'_11"
13'_11"
13,_11.,
13'_11"
30
36"
6'-10"
V-10"
6'-10"
6'-10"
30"
7'-10"
7'=10"
7'-10"
T-10"
24"
9'-4„
9'_4„
9,_4"
9'_4,.
16"
12,_4„
12,_4„
12,-4"
12'4"
40
36"
5'-5"
5'-5"
5'-5"
5'-5"
30"
6'-3"
6'-3"
6'-3"
6'-3"
24"
7'-6"
7'-6"
7'-6"
T-6-
16"
10'_2"
10,_2"
10,_2„
10'-2"
60
36"
3'-10"
3'-10"
3'-10"
3'-10"
30"
4'-6"
4'-6"
4'-6"
4'-6"
24"
5'-5"
5'-5"
5'-5"
1
5'-5"
16" 1
7'-6"
7'-6" 1
7' 6"
7'-6"
IAPMO PAGE NUMBER 7 OF 57
3"v3" Raftpr n6" nlr lMnftirnan nr Rinnlpl
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure C
s
in
90 110 120 130
10
0.024"
11'-8"
11'-8"
11'-8"
11'-8"
LIVE
0.040"
16'-5"
16'-5"
16'-5"
15'-10"
20
0.024"
7'-11"
7-11"
7-11"
7'-11"
LIVE
0.040"
13'-0"
13'-0"
13'-0"
13'-0"
25
0.024"
T-8"
7'$"
7'-8"
7'-8"
LIVE
0.040"
12,_10"
12,_10"
12._10•,
12,_10"
30
0.024"
6'-11"
6'-11"
6'-11"
6-11"
0.040"
12,-0"
12'-0"
12'-0"
12'-0"
40fiO..040"
4"
5'-9"
5'-9"
5'-9"
5'-9"
20"
10' 6"
10' 6"
10' 6"
10' 6"
64"
16"
4'-5"
4'-5"0"
15'-8"
15,-8"
12"
8'-4"
8'-4"
8'-4"
8 -4 -
Amerimax Building Products
5208 Tennyson Parkway
Plano, Texas 75024
Carl Putnam, P. E.
3441 Ivylink Place
Lynchburg, VA 24503
carloutnam0comc2st.net
TABLE 1.3 TABLE 1.4
NOTE: RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN
0.042"x3"x8" Rafter (Single Span) I RAFTERS O/C SPACING MAY BE DOUBLED IF
TABLE 1.5
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure C
s
in
90 110 120 130
10
24"
17'-8"
17' 8"
17'-0"
15'-6"
LIVE
20"
18,_10"
18,_10"
18'_7.,
17'_0"
16"
20'_3,.
20'-3"
19'_11"
18'_10„
12"
22 4„
22,_4"
21'-8"
20'-0"
20
24"
13,_2"
13,_2"
13,_2•,
13'_2"
LIVE
20"
14'-5"
14'-5"
14'-5"
14'-5"
16"
16,_1"
16'_1"
16'_1"
16,_1"
12"
17'_8"
17'-8"
1 17•-8„
17'-8„
25
24"'
12,_10"
12._10"
12'_10„
12'_10'•
20"
14'_1"
14,_1„
14,_1„
14'_1"
16"
15'-8„
15•_8„
15'-8"
15,-8"
12"
17'-5"
17'-5"
17'-5"
17'-5"
30
24"
11'_2„
11,_2"
11,_2„
11,_2„
20"
12'_10"
12,_10„
12,_10„
12,_10"
16"
14,-4„
14,_4„
14,-4„
14,-4"
12"
16'-5"
16'-5"
16'-5"
16'-5"
40
24"
8'-5"
8'-5"
8'-5"
8'-5"
20"
10,_1"
10'_1„
10,_1"
10,_1„
16"
12'-0"
12'-6"
12'-6"
12'-6"
12"
14,_4"
14'-4" 1
14'4"
14'-0"
60
24"
5'-7"
5'-7"
5'-7"5'-7"
4'-1"
20"
6'-9"
6'-9"
6'-9"
6'-9"
16"
8'-5"
8'-5"
8'-5"
8'-5"
12"
11,_7,
11,_2„
11,_2„
11,_7,
IABLE 1.13
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure C
s
in
90 110 120 130
10
36"
17•_1'•
16•-6"
14•-10"
13'-5"
LIVE
30"
18'-8"
18'-4"
16'-6"
14'-11"
24"
20•_9'•
20._8"
18•_7"
16_11••
16"
25•_1'•
25_1,•
22•_11••
70'_10"
20
36"
10'-3"
10'-3"
10'-3"
10'-3"
LIVE
30"
12'-3"
12'-3"
12'-3"
12'-3"
24"
14'-10"
14'-10"
14'-10"
14'-10"
16"
18._1•.
18•_1"
18•_1••
18•_1••
25
36..
9,_9„
9,_9,.
9,_9„
9,_9„
30"
11'-8"
11'-8"
11'$"
11'$"
24"
14'-6"
14•_6"
14•-6"
14'-0"
16"
17'_8'
17'_8'•
17'-8"
17•_8'•
30
36"
8'-2"
8'-2"
8'-2"
8'-2"
30"
9._9„
9,_9.,
91_9.,
91_9,.
24"
12•_2••
12•_2"
12'_2"
12•_2"
16"
16•_2"
16'_2••
16•_2••
16•_2'
40
36"
6'-2"
6'-2"
6'-2"
6'-2"
30"
7'-4"
7'-4"
7'-4"
7'-4"
24"
9'-2"
9'-2"
9'-2"
9'-2"
16"
13•_8'•
13•_8••
13'-8"
13'-8"
60
36"
4'-1"
4'-1"
4'-1"
4'-1"
30"
4'-11"
4'-11"
4'-11"
4'-11"
24"
6'-2"
6'-2"
6'-2"
6'-2"
16"
9'_2„
9,_2"
9'_2„
9,_2„
TABLE 1.9
RAFTERS ARE DOUBLED UP TO 48" O/C
SINGLE SPAN TABLES 1
PRINTED ON 4/29/2009 IAPMO ES REPORT #0113
)LATTICE COVER 3 0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA:
0.042"x3"x8' Box Beam Detail 1-1 Double 0.042"x3x8" Box Beam Detail L12 Double 0.032"x2"x6.625'-Box Beam Detail L1
TABLE 3.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or
Structure Multis an Units Structure Muftis an Units Structure Mullis an Units
MAX
ST
GROUND
WIDTH POST REDD POST MIN FOOTER F POST LENGTH
2 POST MIN FOOTER V I010'I LENGTH12' POST MIN FOOTER MAX' POST 100 LEI G12
LOAD (FT) SPACING FOR SPACIN OST SIZE CONSTRAINED FOOTS SPACINGPOST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS
(PSF) ON SLAB SLAB (FT) TYPE 'd 'd' 'd' 'd' (FT) TYPE 'd' 'd 'd' 'd (FT) TYPE 'd' 'd- 'd -d
(FT) On (in) (in) (in) lin) (in) On lin) lin, (in) (in) (in)
10 3 22'-8' A 15'-0" A 22 28 30 32 22'-2' A 25 31 33 34 15'-8' A 22 27 29 31
LIVE 3.5 19'-5' A IT -6" A 22+ 28 29 31 20'-T' B 26 30 • 32 34 14'-2' A 23 27 28 30
4 IT -T A 12'•3' A 23 27 28 30 19'-3" B 28 30 32 33 17.11' A 23 26 28 29
4.5 15'•1' A 11'•2' A 23 26 28 30 18'-7' B 27 29 31 33 11%11' A 23 26 27 29
5 13'-T A 10'4' A 23 28 28 29 17'-3' B 27 29 31 32 11'-0' A 23 25 27 28
5.5 12'-4' A 9'-7' A 23 26 27 29 16'-2" B 27 29 30 32 10'•3' A 24 25 27 26
a 11'4' A T-11" A 23 25 27 24 15-2" 11 26 28 30 37 9':8' A 74 75 78 711
6.5 10'-5" A 81S' A 23 25 27 28 14'4" C 28 28 30 31 91•1' A 24 24 26 27
7 9'-8' A T-11' A 23 25 26 28 13'-7- C 28 28 29 31 F-7' A 24 24 26 27
7.5 0-1' A T-5' A 24 24 26 27 12'•11" C 28 28 29 31 8'•1' A 24 24 25 27
8 8'S" A T-7' A 24 24 28 27 12'4' C 28 28 29 30 7'•9' A 24 24 25 27
8.5 8'_W A 8'•9" A 24 24 25 27 11'-9" C 29 29 29 30 7'4' A 24 24 25 26
9 7'S' A 6'-5" A 24 24 25 27 ' 11%3' C 29 29 29 30- T -T A 25 25 25 26
9.5 T-2' A 6'-1' A 24 24 25 26 10'-10" C 29 29 29 29 8'•9" A 25 25 25 26
10 6'-9' A 5'-10' A 24 24 25 26 10'-5- C 29 29 29 29 6'-5' A 25 25 25 28
11 8'-7 A 5'4' A 24 24 24 26 9'S" C 29 29 29 29 5'•11' A 25 25 25 25
12 5'-8' A 5'-0' A 24 24 24 28 9'-0' C 29 29 29 29 5'S' A 25 25 25 26
13 5'-7 A 4'-7' A 24 24 25 26 8'-5' C 29 2B 29 29 5'-2" 1 A 1 25 25 25 28
10 1 , 3•'• ` 275' ,-` V A 15'-0" A 23 29 31 32 22'-2' A 26 32 34 35 15'5' A 23 28 30 31
LIVE .3.5 19'5' A 13'5" A 23 28 30 32 20'-7' B 26 31 33 35 14'-2' A 23 27 29 31
''.4 17'-0' A 12'-3' A 23 28 29 31 19'-3' B 27 31 32 34 17-11' A 24 27 29 30
' 4.5 15'-1" A 11'-2" A 23 27 29 30 18'-7 B 28 30 32 34 11'-11" A 24 26 28 30
5 13'-7' A 10'4' A 24 27 28 30 1T-37 B 28 30 32 33 11'-0" A 24 26 28 29
5.5 12'-4" A 9'-7' A 24 26 28 29 18'-2" B 28 29 31 33 10-3' A 24 26 27 29
6 11'41' A 8'-11' A 24 26 28 29 15'-2' B 29 29 31 32 9'S" A 25 25 27 28
6.5 10'-5" A 8'•5" A 24 25 27 29 14'4' C 29 29 30 32 9'-1' A 25 25 27 28
7 9'-8' A T-11' A 24 25 27 28 13'-7' C 29 29 30 32 8'-7' A 25 25 26 28
7.5 B'-1' A 7'-5' A 24 25 27 28 12'-11" C 29 29 30 31 8'-1" A 25 25 20 27
8 8'S' A 7'-1" A 24 25 28 28 124' C 29 29 29 31 7'-9' A 25 25 26 27
8.5 8'-0' A e'-9' A 24 24 26 27 11'•9" C 30 30 30 31 7'4' A 25 25 25 27
9 7'-8" A 6'5" A 25 25 28 27 11'-3' C 30 30 30 30 T_W A 25 25 25 27
9.5 1.7'-2' A 6'-1' A 25 25 26 27 10'-10" C 30 30 30 30 6'-9' A 25 25 25 27
_10 ��6'-B- A 5'-10' A 25 ' 25 25 27 105' C 30 30 30 30 6'-5' A 26 26 26 26
11 6'-2' A 5'4' A 25 25 25 26 9'-8- C 30 30 30 30 5'•11" A 26 26 26 26
+ 12 5'-8: 7 A 5'-T A 25 25 25 27 9'•0" C 30 30 30 30 6S' A 26 26 26 27
13 , 5'-2''C -.A-- • 4'-7' 1 A 1 25 25 1 25 27 8'•5" 1 C 1 30 30 30 30 5'-2' 1 A 1 28 1 28 1 26 1 27
20 } 'VJ3,% 11'-10"aAa B'4' A 19 25 27 29 15'5' B 22 2B 30 32 10'-1" A 19 25 26 28
LIVE.„ X3.5 10'-2' A* 8'S' A 19 25 26 28 14'•7 C 23 28 30 31 8'•11' A 19 24 26 27
�J f �4 8'•11- A X7'•5' A 19 24 26 -27 12'-10' C 23 27 29 30 8'-1' A 20 24 25 27
4,5 T-11" A 6'S' A 19 24 25 27 11'-9' C 23 27 28 30 7'•4" A 20 23 25 26
5 T-1' A 6'-1" `A 19 23 25 26 10'-10' C 23 26 28 29 8'•9' A 20 23 24 26
5.5 6'5- A 5'S' A 19 23 25 26 10'•1• C 23 26 28 29 6'-3' A 20 23 24 26
6' 5'-11' A 5'-3" A 19 23 24 26 9'-5" C 24 26 27 29 5'-9' A 20 22 24 25
6.5 5'5' A 4'-10" A 19 22 24 25 8'-10' C 24 25 27 28 5'•5' A 20 22 24 25
7 5'-1' A 4'S" A 20 22 24 25 814" C 24 25 26 28 5'-1' B 20 22 23 25
7.5 4'-9' A 4'-3' A 20 22 23 25 T -IT C 24 25 26 28 4'-9' B 20 21 23 24
8 4-5" A 4'-0" A 20 22 23 25 7'-5" C 24 24 26 27 4'S" B 20 21 23 24
8.5 4'-2- A T-10' A 20 21 23 24 7'•1' C 24 24 26 27 4'•3' B 20 21 23 24
9 7_11' A 3'•7" A 20 22 23 25 6'-9" C 24 24 25 27 . 4'•1' B 20 22 23 25
9.5 3'-T A 3'5" A 20 22 23 25 e'-5" C 24 24 25 27 T-10' 8 21 22 23 25
10 3'S' A T-3' A 20 22 24 25 e'-7 C 24 24 25 26 T-8' B 21 22 24 25
11 3'-7 A Y -T A 20 23 24 25 5'-8" C '24 24 25 26 3'•5' 8 21 23 24 25
12 7-11' A 2'•9" A 20 23 24 265'-3" C 25 25 25 28 3'-1' 8 21 23 24 28
13 2'-8" A 2'S' A 20 23 25 26 4'•10' C 25 25 25 28 2'•11' B 211 23 1 25 1 26
IAPMO PAGE NUMBER 12 OF 57
2) 0.042"x3"x8" Box Beam Detail L1 I% Double 0.042x3'x8" Box Beam Detail L12 Double 0.032"x2'x6.625" Box Beam Detail
TABLE 3.1 Attached Freestanding or - Attached lFreestanding or Attached Freestanding or
Structure Multis an Units Structure IMultispan Units Structure Multis an Units
GROUND TRIG MAX POST MAX MAX POST LENGTH MAX L(i.)
ST LENGTH MAX MAX POST LENGTH
SNOW WIDTH POST REO'D POST MIN FOOTS 8' I 10' I 12' POST MIN FOO10' I 17 POST MIN FOOTS 8' I IT I 12
LOAD (FT) SPACINGFOR SPACING POST 512E CONSTRAINED FOOTER SPACIN OST SINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS
(PSF) ON SLAB SLAB (FT) TYPE 'd 'd- 'd 'S (FT) TYPE ''d' 'd IFT) TYPE 'd -d' 'd- -d'
(FT) lint (int lin) lin) (Ilin) I.
(in) lin (in) lin
MPH FYP(1
25 3 9'-7' A 9'-0' A 78 25 27 28 15'-3' C 22 28 30 32 9'-8' B 19 25 26 28
3.5 8'-2' A T-11' A 19 25 26 28 13'-8- C 22 28 29 31 8'•8' 8 19 24 26 27
4 7'•2" A 7'-1' A 19 24 26 27 12'-5" C 23 27 29 30 7'-9' B 19 24 25 27
4.5 6'4' A 6'-5" B 19 24 25 27 11'41" C 23 27 28 30 7'•1- 8 20 23 25 26
5 5'•9" A 5'-11- B 19 23 25 26 10'5' C 23 26 28 29 6'S' B 20 23 24 26
5.5 5'-2' A 5'•5" B 19 23 24 26 9'-9' C 23 26 27 29 6'-0" B 20 22 24 25
e 4•n" e n9 ,. 22 21 25 B'-1' C zl 4u u•1 u 41' " '14 25
8.5 4'5' A 4'S' B 19 22 24 25 8'S' C 23 25 27 28 5'-2' B 20 22 23 25
7 4'-1" A 4'4" 819 22 23 25 8'-0' C 24 25 26 28 4'•10" B 20 22 23 25
A 4'-1' B 19 22 23 25 7'•7' C 24 24 26 27 4'•T B 20 21 23 24
8 9'•7" A T-10' B 19 21 23 24 T•2' C 24 24 26 27 4'4' B 20' 21 23 24
A 3'S" B 19 21 23 24 6'-10' C 24 24 25 27 4'-1' B 20 21 23 24
8 3'•2" A Y-5' B 19 22 23 25 6'S' C .24 2a 25 27 3'-11- B 20 22 23 25
A 3'-3" 8 19 22 23 25 6'-2' C 24 24 25 28 3'S' B 20 22 23 25
25 3 e'-7' A 9'-0' A 19 26 28 29 15'-3" C 23 29 31 32 9'-8" B 20 25 27 28
3.5 8'-2' A T-11' A 19 25 27 28 13'S' C 23 28 30 32 8'S' B 20 25 26 28
4 7'-7 A T-1' A 19 25 26 28 12'5' C 23 28 29 31 7%9' B 20 24 26 27
4.5 6'4' A 6'-5" 8 20 24 26 27 11'4- C 24 27 29 30 7'-1' B 20 24 25 27
5 5'-9" A 5'-11" B 20 24 25 27, 10'5" C 24 27 28 30 ' 6'S' B 20 23 25 26
5.5 5'-2' A 5'-5" B 20 23 25 26' 9'-9' C 24 26 28 29 6'-0" B 20 23 25 26
6 4'-9" A 5'-0- B 20 23 25 26" 9'-1' C 24 26 28 29 5'-7- B 21 23 24 28
6.5 4'•5' A 4'S" B 20 23 24 26 8'S" C 24 26 27 29 5'-2' B 21 22 24 25
7 4'-1' A 4'4' B 20 22 24 25 8'-0' C 24 25 27 28 4'-10" B 21 22 24 25
7.5 T-10' A 4'•1' B 20 22 24 25 7'-7' C 24 25 27 28 4'-T B 21 22 23 25
8 T-7" A Y-10' B 20 22 23 25 , 7'-2' C 25 25 26 28 4'4' B 21 22 23 25
8.5 3'4- A 3'S" B 20 22 24 25 6'-10' C 25 25 26 27 4'-1' 8 21 22 24 25
9 Y-2" A 3'-5' B 20 22 24 25 ,' 6'S' C 25 25 28 27 Y-11" B 21 22 24 25
9.5 7-0' A T-3" B 20 22 24 25 6'-2' C 1 25 25 26 27 3'-8' B 21 22 24 25
110 MPH EXPOSURE C
30 3 8'-0' A T -IT A 18 25 27 28 13'5' C 22 28 30 32 8'S' B 19 25 26 28
3.5 6'-10" A 6'-11' B 18 24 26 28 12'-1' C 22 28 29 31 T-6' B 19 24 26 27
4 6'-0" A e'•7 B 18 -24 26 27 10'-11' C 22 27 29 30 6'-9" B 19 23 25 27
4.5 5'4' A 5'S' 8 19 23 25 26 9'-11- C 23 26 28 30 6'-2' B 19 23 25 26
5 4'-10' A 5'-1' B 19 23 25 26 B'-2- C 23 28 28 29 5'-7' 8 19 23 24 26
5.5 4'4' A 4'-8- B 19 23 24 26' 8'-6' C 23 26 27 29 5'-7 B 19 22 24 25
6 4'-T A 4'-3' B 19 22 24 25 7'-10" C 23 25 27 28 4'S' B 20 22 24 25
6.5 3'S' A 4'-T B 19 22 24 25 7'4' C 23 25 26 28 4'S' B 20 22 23 25
7 Y-5' A 3'S' B 19 22 23 25 6'-11" C 23 24 26 28 4'-2" 8 20 21 23 25
7.5 T-2' A T-6' B 19 22 23 25 6'S' C 23 24 27 T-11' 8 20 21 23 25
A T' , A T-3' B 10 22 23 25 6'-2" C 23 24 8 27 3'-8' B 20 22 23 26
. 8.5 2'-10" A 3'•1" 8 19 22 24 25 5'-10' C 23 24 5 27 3'S' B 20 22 24 25
9 2'-8' A 2'-11' B 19 22 24 25 - 5'-7' c 23 2 25 27 3'4' 8 20 22 24 25
105 MPH EXPOSURE C
30 3 8'-0' A T-10' A 18 25 26 28 13'5' C 21 28 29 31
3.5 6'-10" A 6'•11' B 18 24 25 27 12'-1' C 21 2 229 30
4 6'-0' A e'•7 B 18 23 25 26 10'•11" C 22 26 28 29 'I
4.5 5'4- A 5'S" 8 18 23 24 26 9'-11' C 28 27 29
5 4'•10' A 5'-1' B 18' 22 24 25 '-2' C 2 2 27 28
5.5 4'4" A 4'-8- B 18 22 24 25 C 22 27 28 QP
6 4%T A 4'-3' B 18 22 23 25 7'• 0" C 22 QS 26 28
6.5 3'S' A 4'-T B 18 22 23 24 22 24 26 27
7 3'-5" A 3'S' B 78 21 23 24 8 11 22 24 28 27 Z
7.5 T-2' A 3'S' 8 18 21 23 . 24 e ' _ 23 24 25 27 � C 6813
8 Y-0" A 3'-3' B 16 21 23 24 6'- ' PS, . 23 25 26 ,,tg
8.5 T-10" A T-1' B 18 21 23 24 2'.f� '1 �23.�. 25 28 '' * E206
9 2'S" A 7.11' B 18 22 23 25 • - - '(, 24 26 11 \\`Yllllj
a
10 32,
4/27/2009
NO'S 18 2609
10 1 , 3•'• ` 275' ,-` V A 15'-0" A 23 29 31 32 22'-2' A 26 32 34 35 15'5' A 23 28 30 31
LIVE .3.5 19'5' A 13'5" A 23 28 30 32 20'-7' B 26 31 33 35 14'-2' A 23 27 29 31
''.4 17'-0' A 12'-3' A 23 28 29 31 19'-3' B 27 31 32 34 17-11' A 24 27 29 30
' 4.5 15'-1" A 11'-2" A 23 27 29 30 18'-7 B 28 30 32 34 11'-11" A 24 26 28 30
5 13'-7' A 10'4' A 24 27 28 30 1T-37 B 28 30 32 33 11'-0" A 24 26 28 29
5.5 12'-4" A 9'-7' A 24 26 28 29 18'-2" B 28 29 31 33 10-3' A 24 26 27 29
6 11'41' A 8'-11' A 24 26 28 29 15'-2' B 29 29 31 32 9'S" A 25 25 27 28
6.5 10'-5" A 8'•5" A 24 25 27 29 14'4' C 29 29 30 32 9'-1' A 25 25 27 28
7 9'-8' A T-11' A 24 25 27 28 13'-7' C 29 29 30 32 8'-7' A 25 25 26 28
7.5 B'-1' A 7'-5' A 24 25 27 28 12'-11" C 29 29 30 31 8'-1" A 25 25 20 27
8 8'S' A 7'-1" A 24 25 28 28 124' C 29 29 29 31 7'-9' A 25 25 26 27
8.5 8'-0' A e'-9' A 24 24 26 27 11'•9" C 30 30 30 31 7'4' A 25 25 25 27
9 7'-8" A 6'5" A 25 25 28 27 11'-3' C 30 30 30 30 T_W A 25 25 25 27
9.5 1.7'-2' A 6'-1' A 25 25 26 27 10'-10" C 30 30 30 30 6'-9' A 25 25 25 27
_10 ��6'-B- A 5'-10' A 25 ' 25 25 27 105' C 30 30 30 30 6'-5' A 26 26 26 26
11 6'-2' A 5'4' A 25 25 25 26 9'-8- C 30 30 30 30 5'•11" A 26 26 26 26
+ 12 5'-8: 7 A 5'-T A 25 25 25 27 9'•0" C 30 30 30 30 6S' A 26 26 26 27
13 , 5'-2''C -.A-- • 4'-7' 1 A 1 25 25 1 25 27 8'•5" 1 C 1 30 30 30 30 5'-2' 1 A 1 28 1 28 1 26 1 27
20 } 'VJ3,% 11'-10"aAa B'4' A 19 25 27 29 15'5' B 22 2B 30 32 10'-1" A 19 25 26 28
LIVE.„ X3.5 10'-2' A* 8'S' A 19 25 26 28 14'•7 C 23 28 30 31 8'•11' A 19 24 26 27
�J f �4 8'•11- A X7'•5' A 19 24 26 -27 12'-10' C 23 27 29 30 8'-1' A 20 24 25 27
4,5 T-11" A 6'S' A 19 24 25 27 11'-9' C 23 27 28 30 7'•4" A 20 23 25 26
5 T-1' A 6'-1" `A 19 23 25 26 10'-10' C 23 26 28 29 8'•9' A 20 23 24 26
5.5 6'5- A 5'S' A 19 23 25 26 10'•1• C 23 26 28 29 6'-3' A 20 23 24 26
6' 5'-11' A 5'-3" A 19 23 24 26 9'-5" C 24 26 27 29 5'-9' A 20 22 24 25
6.5 5'5' A 4'-10" A 19 22 24 25 8'-10' C 24 25 27 28 5'•5' A 20 22 24 25
7 5'-1' A 4'S" A 20 22 24 25 814" C 24 25 26 28 5'-1' B 20 22 23 25
7.5 4'-9' A 4'-3' A 20 22 23 25 T -IT C 24 25 26 28 4'-9' B 20 21 23 24
8 4-5" A 4'-0" A 20 22 23 25 7'-5" C 24 24 26 27 4'S" B 20 21 23 24
8.5 4'-2- A T-10' A 20 21 23 24 7'•1' C 24 24 26 27 4'•3' B 20 21 23 24
9 7_11' A 3'•7" A 20 22 23 25 6'-9" C 24 24 25 27 . 4'•1' B 20 22 23 25
9.5 3'-T A 3'5" A 20 22 23 25 e'-5" C 24 24 25 27 T-10' 8 21 22 23 25
10 3'S' A T-3' A 20 22 24 25 e'-7 C 24 24 25 26 T-8' B 21 22 24 25
11 3'-7 A Y -T A 20 23 24 25 5'-8" C '24 24 25 26 3'•5' 8 21 23 24 25
12 7-11' A 2'•9" A 20 23 24 265'-3" C 25 25 25 28 3'-1' 8 21 23 24 28
13 2'-8" A 2'S' A 20 23 25 26 4'•10' C 25 25 25 28 2'•11' B 211 23 1 25 1 26
IAPMO PAGE NUMBER 12 OF 57
2) 0.042"x3"x8" Box Beam Detail L1 I% Double 0.042x3'x8" Box Beam Detail L12 Double 0.032"x2'x6.625" Box Beam Detail
TABLE 3.1 Attached Freestanding or - Attached lFreestanding or Attached Freestanding or
Structure Multis an Units Structure IMultispan Units Structure Multis an Units
GROUND TRIG MAX POST MAX MAX POST LENGTH MAX L(i.)
ST LENGTH MAX MAX POST LENGTH
SNOW WIDTH POST REO'D POST MIN FOOTS 8' I 10' I 12' POST MIN FOO10' I 17 POST MIN FOOTS 8' I IT I 12
LOAD (FT) SPACINGFOR SPACING POST 512E CONSTRAINED FOOTER SPACIN OST SINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS
(PSF) ON SLAB SLAB (FT) TYPE 'd 'd- 'd 'S (FT) TYPE ''d' 'd IFT) TYPE 'd -d' 'd- -d'
(FT) lint (int lin) lin) (Ilin) I.
(in) lin (in) lin
MPH FYP(1
25 3 9'-7' A 9'-0' A 78 25 27 28 15'-3' C 22 28 30 32 9'-8' B 19 25 26 28
3.5 8'-2' A T-11' A 19 25 26 28 13'-8- C 22 28 29 31 8'•8' 8 19 24 26 27
4 7'•2" A 7'-1' A 19 24 26 27 12'-5" C 23 27 29 30 7'-9' B 19 24 25 27
4.5 6'4' A 6'-5" B 19 24 25 27 11'41" C 23 27 28 30 7'•1- 8 20 23 25 26
5 5'•9" A 5'-11- B 19 23 25 26 10'5' C 23 26 28 29 6'S' B 20 23 24 26
5.5 5'-2' A 5'•5" B 19 23 24 26 9'-9' C 23 26 27 29 6'-0" B 20 22 24 25
e 4•n" e n9 ,. 22 21 25 B'-1' C zl 4u u•1 u 41' " '14 25
8.5 4'5' A 4'S' B 19 22 24 25 8'S' C 23 25 27 28 5'-2' B 20 22 23 25
7 4'-1" A 4'4" 819 22 23 25 8'-0' C 24 25 26 28 4'•10" B 20 22 23 25
A 4'-1' B 19 22 23 25 7'•7' C 24 24 26 27 4'•T B 20 21 23 24
8 9'•7" A T-10' B 19 21 23 24 T•2' C 24 24 26 27 4'4' B 20' 21 23 24
A 3'S" B 19 21 23 24 6'-10' C 24 24 25 27 4'-1' B 20 21 23 24
8 3'•2" A Y-5' B 19 22 23 25 6'S' C .24 2a 25 27 3'-11- B 20 22 23 25
A 3'-3" 8 19 22 23 25 6'-2' C 24 24 25 28 3'S' B 20 22 23 25
25 3 e'-7' A 9'-0' A 19 26 28 29 15'-3" C 23 29 31 32 9'-8" B 20 25 27 28
3.5 8'-2' A T-11' A 19 25 27 28 13'S' C 23 28 30 32 8'S' B 20 25 26 28
4 7'-7 A T-1' A 19 25 26 28 12'5' C 23 28 29 31 7%9' B 20 24 26 27
4.5 6'4' A 6'-5" 8 20 24 26 27 11'4- C 24 27 29 30 7'-1' B 20 24 25 27
5 5'-9" A 5'-11" B 20 24 25 27, 10'5" C 24 27 28 30 ' 6'S' B 20 23 25 26
5.5 5'-2' A 5'-5" B 20 23 25 26' 9'-9' C 24 26 28 29 6'-0" B 20 23 25 26
6 4'-9" A 5'-0- B 20 23 25 26" 9'-1' C 24 26 28 29 5'-7- B 21 23 24 28
6.5 4'•5' A 4'S" B 20 23 24 26 8'S" C 24 26 27 29 5'-2' B 21 22 24 25
7 4'-1' A 4'4' B 20 22 24 25 8'-0' C 24 25 27 28 4'-10" B 21 22 24 25
7.5 T-10' A 4'•1' B 20 22 24 25 7'-7' C 24 25 27 28 4'-T B 21 22 23 25
8 T-7" A Y-10' B 20 22 23 25 , 7'-2' C 25 25 26 28 4'4' B 21 22 23 25
8.5 3'4- A 3'S" B 20 22 24 25 6'-10' C 25 25 26 27 4'-1' 8 21 22 24 25
9 Y-2" A 3'-5' B 20 22 24 25 ,' 6'S' C 25 25 28 27 Y-11" B 21 22 24 25
9.5 7-0' A T-3" B 20 22 24 25 6'-2' C 1 25 25 26 27 3'-8' B 21 22 24 25
110 MPH EXPOSURE C
30 3 8'-0' A T -IT A 18 25 27 28 13'5' C 22 28 30 32 8'S' B 19 25 26 28
3.5 6'-10" A 6'-11' B 18 24 26 28 12'-1' C 22 28 29 31 T-6' B 19 24 26 27
4 6'-0" A e'•7 B 18 -24 26 27 10'-11' C 22 27 29 30 6'-9" B 19 23 25 27
4.5 5'4' A 5'S' 8 19 23 25 26 9'-11- C 23 26 28 30 6'-2' B 19 23 25 26
5 4'-10' A 5'-1' B 19 23 25 26 B'-2- C 23 28 28 29 5'-7' 8 19 23 24 26
5.5 4'4' A 4'-8- B 19 23 24 26' 8'-6' C 23 26 27 29 5'-7 B 19 22 24 25
6 4'-T A 4'-3' B 19 22 24 25 7'-10" C 23 25 27 28 4'S' B 20 22 24 25
6.5 3'S' A 4'-T B 19 22 24 25 7'4' C 23 25 26 28 4'S' B 20 22 23 25
7 Y-5' A 3'S' B 19 22 23 25 6'-11" C 23 24 26 28 4'-2" 8 20 21 23 25
7.5 T-2' A T-6' B 19 22 23 25 6'S' C 23 24 27 T-11' 8 20 21 23 25
A T' , A T-3' B 10 22 23 25 6'-2" C 23 24 8 27 3'-8' B 20 22 23 26
. 8.5 2'-10" A 3'•1" 8 19 22 24 25 5'-10' C 23 24 5 27 3'S' B 20 22 24 25
9 2'-8' A 2'-11' B 19 22 24 25 - 5'-7' c 23 2 25 27 3'4' 8 20 22 24 25
105 MPH EXPOSURE C
30 3 8'-0' A T-10' A 18 25 26 28 13'5' C 21 28 29 31
3.5 6'-10" A 6'•11' B 18 24 25 27 12'-1' C 21 2 229 30
4 6'-0' A e'•7 B 18 23 25 26 10'•11" C 22 26 28 29 'I
4.5 5'4- A 5'S" 8 18 23 24 26 9'-11' C 28 27 29
5 4'•10' A 5'-1' B 18' 22 24 25 '-2' C 2 2 27 28
5.5 4'4" A 4'-8- B 18 22 24 25 C 22 27 28 QP
6 4%T A 4'-3' B 18 22 23 25 7'• 0" C 22 QS 26 28
6.5 3'S' A 4'-T B 18 22 23 24 22 24 26 27
7 3'-5" A 3'S' B 78 21 23 24 8 11 22 24 28 27 Z
7.5 T-2' A 3'S' 8 18 21 23 . 24 e ' _ 23 24 25 27 � C 6813
8 Y-0" A 3'-3' B 16 21 23 24 6'- ' PS, . 23 25 26 ,,tg
8.5 T-10" A T-1' B 18 21 23 24 2'.f� '1 �23.�. 25 28 '' * E206
9 2'S" A 7.11' B 18 22 23 25 • - - '(, 24 26 11 \\`Yllllj
a
10 32,
4/27/2009
NO'S 18 2609
20 } 'VJ3,% 11'-10"aAa B'4' A 19 25 27 29 15'5' B 22 2B 30 32 10'-1" A 19 25 26 28
LIVE.„ X3.5 10'-2' A* 8'S' A 19 25 26 28 14'•7 C 23 28 30 31 8'•11' A 19 24 26 27
�J f �4 8'•11- A X7'•5' A 19 24 26 -27 12'-10' C 23 27 29 30 8'-1' A 20 24 25 27
4,5 T-11" A 6'S' A 19 24 25 27 11'-9' C 23 27 28 30 7'•4" A 20 23 25 26
5 T-1' A 6'-1" `A 19 23 25 26 10'-10' C 23 26 28 29 8'•9' A 20 23 24 26
5.5 6'5- A 5'S' A 19 23 25 26 10'•1• C 23 26 28 29 6'-3' A 20 23 24 26
6' 5'-11' A 5'-3" A 19 23 24 26 9'-5" C 24 26 27 29 5'-9' A 20 22 24 25
6.5 5'5' A 4'-10" A 19 22 24 25 8'-10' C 24 25 27 28 5'•5' A 20 22 24 25
7 5'-1' A 4'S" A 20 22 24 25 814" C 24 25 26 28 5'-1' B 20 22 23 25
7.5 4'-9' A 4'-3' A 20 22 23 25 T -IT C 24 25 26 28 4'-9' B 20 21 23 24
8 4-5" A 4'-0" A 20 22 23 25 7'-5" C 24 24 26 27 4'S" B 20 21 23 24
8.5 4'-2- A T-10' A 20 21 23 24 7'•1' C 24 24 26 27 4'•3' B 20 21 23 24
9 7_11' A 3'•7" A 20 22 23 25 6'-9" C 24 24 25 27 . 4'•1' B 20 22 23 25
9.5 3'-T A 3'5" A 20 22 23 25 e'-5" C 24 24 25 27 T-10' 8 21 22 23 25
10 3'S' A T-3' A 20 22 24 25 e'-7 C 24 24 25 26 T-8' B 21 22 24 25
11 3'-7 A Y -T A 20 23 24 25 5'-8" C '24 24 25 26 3'•5' 8 21 23 24 25
12 7-11' A 2'•9" A 20 23 24 265'-3" C 25 25 25 28 3'-1' 8 21 23 24 28
13 2'-8" A 2'S' A 20 23 25 26 4'•10' C 25 25 25 28 2'•11' B 211 23 1 25 1 26
IAPMO PAGE NUMBER 12 OF 57
2) 0.042"x3"x8" Box Beam Detail L1 I% Double 0.042x3'x8" Box Beam Detail L12 Double 0.032"x2'x6.625" Box Beam Detail
TABLE 3.1 Attached Freestanding or - Attached lFreestanding or Attached Freestanding or
Structure Multis an Units Structure IMultispan Units Structure Multis an Units
GROUND TRIG MAX POST MAX MAX POST LENGTH MAX L(i.)
ST LENGTH MAX MAX POST LENGTH
SNOW WIDTH POST REO'D POST MIN FOOTS 8' I 10' I 12' POST MIN FOO10' I 17 POST MIN FOOTS 8' I IT I 12
LOAD (FT) SPACINGFOR SPACING POST 512E CONSTRAINED FOOTER SPACIN OST SINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS
(PSF) ON SLAB SLAB (FT) TYPE 'd 'd- 'd 'S (FT) TYPE ''d' 'd IFT) TYPE 'd -d' 'd- -d'
(FT) lint (int lin) lin) (Ilin) I.
(in) lin (in) lin
MPH FYP(1
25 3 9'-7' A 9'-0' A 78 25 27 28 15'-3' C 22 28 30 32 9'-8' B 19 25 26 28
3.5 8'-2' A T-11' A 19 25 26 28 13'-8- C 22 28 29 31 8'•8' 8 19 24 26 27
4 7'•2" A 7'-1' A 19 24 26 27 12'-5" C 23 27 29 30 7'-9' B 19 24 25 27
4.5 6'4' A 6'-5" B 19 24 25 27 11'41" C 23 27 28 30 7'•1- 8 20 23 25 26
5 5'•9" A 5'-11- B 19 23 25 26 10'5' C 23 26 28 29 6'S' B 20 23 24 26
5.5 5'-2' A 5'•5" B 19 23 24 26 9'-9' C 23 26 27 29 6'-0" B 20 22 24 25
e 4•n" e n9 ,. 22 21 25 B'-1' C zl 4u u•1 u 41' " '14 25
8.5 4'5' A 4'S' B 19 22 24 25 8'S' C 23 25 27 28 5'-2' B 20 22 23 25
7 4'-1" A 4'4" 819 22 23 25 8'-0' C 24 25 26 28 4'•10" B 20 22 23 25
A 4'-1' B 19 22 23 25 7'•7' C 24 24 26 27 4'•T B 20 21 23 24
8 9'•7" A T-10' B 19 21 23 24 T•2' C 24 24 26 27 4'4' B 20' 21 23 24
A 3'S" B 19 21 23 24 6'-10' C 24 24 25 27 4'-1' B 20 21 23 24
8 3'•2" A Y-5' B 19 22 23 25 6'S' C .24 2a 25 27 3'-11- B 20 22 23 25
A 3'-3" 8 19 22 23 25 6'-2' C 24 24 25 28 3'S' B 20 22 23 25
25 3 e'-7' A 9'-0' A 19 26 28 29 15'-3" C 23 29 31 32 9'-8" B 20 25 27 28
3.5 8'-2' A T-11' A 19 25 27 28 13'S' C 23 28 30 32 8'S' B 20 25 26 28
4 7'-7 A T-1' A 19 25 26 28 12'5' C 23 28 29 31 7%9' B 20 24 26 27
4.5 6'4' A 6'-5" 8 20 24 26 27 11'4- C 24 27 29 30 7'-1' B 20 24 25 27
5 5'-9" A 5'-11" B 20 24 25 27, 10'5" C 24 27 28 30 ' 6'S' B 20 23 25 26
5.5 5'-2' A 5'-5" B 20 23 25 26' 9'-9' C 24 26 28 29 6'-0" B 20 23 25 26
6 4'-9" A 5'-0- B 20 23 25 26" 9'-1' C 24 26 28 29 5'-7- B 21 23 24 28
6.5 4'•5' A 4'S" B 20 23 24 26 8'S" C 24 26 27 29 5'-2' B 21 22 24 25
7 4'-1' A 4'4' B 20 22 24 25 8'-0' C 24 25 27 28 4'-10" B 21 22 24 25
7.5 T-10' A 4'•1' B 20 22 24 25 7'-7' C 24 25 27 28 4'-T B 21 22 23 25
8 T-7" A Y-10' B 20 22 23 25 , 7'-2' C 25 25 26 28 4'4' B 21 22 23 25
8.5 3'4- A 3'S" B 20 22 24 25 6'-10' C 25 25 26 27 4'-1' 8 21 22 24 25
9 Y-2" A 3'-5' B 20 22 24 25 ,' 6'S' C 25 25 28 27 Y-11" B 21 22 24 25
9.5 7-0' A T-3" B 20 22 24 25 6'-2' C 1 25 25 26 27 3'-8' B 21 22 24 25
110 MPH EXPOSURE C
30 3 8'-0' A T -IT A 18 25 27 28 13'5' C 22 28 30 32 8'S' B 19 25 26 28
3.5 6'-10" A 6'-11' B 18 24 26 28 12'-1' C 22 28 29 31 T-6' B 19 24 26 27
4 6'-0" A e'•7 B 18 -24 26 27 10'-11' C 22 27 29 30 6'-9" B 19 23 25 27
4.5 5'4' A 5'S' 8 19 23 25 26 9'-11- C 23 26 28 30 6'-2' B 19 23 25 26
5 4'-10' A 5'-1' B 19 23 25 26 B'-2- C 23 28 28 29 5'-7' 8 19 23 24 26
5.5 4'4' A 4'-8- B 19 23 24 26' 8'-6' C 23 26 27 29 5'-7 B 19 22 24 25
6 4'-T A 4'-3' B 19 22 24 25 7'-10" C 23 25 27 28 4'S' B 20 22 24 25
6.5 3'S' A 4'-T B 19 22 24 25 7'4' C 23 25 26 28 4'S' B 20 22 23 25
7 Y-5' A 3'S' B 19 22 23 25 6'-11" C 23 24 26 28 4'-2" 8 20 21 23 25
7.5 T-2' A T-6' B 19 22 23 25 6'S' C 23 24 27 T-11' 8 20 21 23 25
A T' , A T-3' B 10 22 23 25 6'-2" C 23 24 8 27 3'-8' B 20 22 23 26
. 8.5 2'-10" A 3'•1" 8 19 22 24 25 5'-10' C 23 24 5 27 3'S' B 20 22 24 25
9 2'-8' A 2'-11' B 19 22 24 25 - 5'-7' c 23 2 25 27 3'4' 8 20 22 24 25
105 MPH EXPOSURE C
30 3 8'-0' A T-10' A 18 25 26 28 13'5' C 21 28 29 31
3.5 6'-10" A 6'•11' B 18 24 25 27 12'-1' C 21 2 229 30
4 6'-0' A e'•7 B 18 23 25 26 10'•11" C 22 26 28 29 'I
4.5 5'4- A 5'S" 8 18 23 24 26 9'-11' C 28 27 29
5 4'•10' A 5'-1' B 18' 22 24 25 '-2' C 2 2 27 28
5.5 4'4" A 4'-8- B 18 22 24 25 C 22 27 28 QP
6 4%T A 4'-3' B 18 22 23 25 7'• 0" C 22 QS 26 28
6.5 3'S' A 4'-T B 18 22 23 24 22 24 26 27
7 3'-5" A 3'S' B 78 21 23 24 8 11 22 24 28 27 Z
7.5 T-2' A 3'S' 8 18 21 23 . 24 e ' _ 23 24 25 27 � C 6813
8 Y-0" A 3'-3' B 16 21 23 24 6'- ' PS, . 23 25 26 ,,tg
8.5 T-10" A T-1' B 18 21 23 24 2'.f� '1 �23.�. 25 28 '' * E206
9 2'S" A 7.11' B 18 22 23 25 • - - '(, 24 26 11 \\`Yllllj
a
10 32,
4/27/2009
NO'S 18 2609
IAPMO PAGE NUMBER 12 OF 57
2) 0.042"x3"x8" Box Beam Detail L1 I% Double 0.042x3'x8" Box Beam Detail L12 Double 0.032"x2'x6.625" Box Beam Detail
TABLE 3.1 Attached Freestanding or - Attached lFreestanding or Attached Freestanding or
Structure Multis an Units Structure IMultispan Units Structure Multis an Units
GROUND TRIG MAX POST MAX MAX POST LENGTH MAX L(i.)
ST LENGTH MAX MAX POST LENGTH
SNOW WIDTH POST REO'D POST MIN FOOTS 8' I 10' I 12' POST MIN FOO10' I 17 POST MIN FOOTS 8' I IT I 12
LOAD (FT) SPACINGFOR SPACING POST 512E CONSTRAINED FOOTER SPACIN OST SINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS
(PSF) ON SLAB SLAB (FT) TYPE 'd 'd- 'd 'S (FT) TYPE ''d' 'd IFT) TYPE 'd -d' 'd- -d'
(FT) lint (int lin) lin) (Ilin) I.
(in) lin (in) lin
MPH FYP(1
25 3 9'-7' A 9'-0' A 78 25 27 28 15'-3' C 22 28 30 32 9'-8' B 19 25 26 28
3.5 8'-2' A T-11' A 19 25 26 28 13'-8- C 22 28 29 31 8'•8' 8 19 24 26 27
4 7'•2" A 7'-1' A 19 24 26 27 12'-5" C 23 27 29 30 7'-9' B 19 24 25 27
4.5 6'4' A 6'-5" B 19 24 25 27 11'41" C 23 27 28 30 7'•1- 8 20 23 25 26
5 5'•9" A 5'-11- B 19 23 25 26 10'5' C 23 26 28 29 6'S' B 20 23 24 26
5.5 5'-2' A 5'•5" B 19 23 24 26 9'-9' C 23 26 27 29 6'-0" B 20 22 24 25
e 4•n" e n9 ,. 22 21 25 B'-1' C zl 4u u•1 u 41' " '14 25
8.5 4'5' A 4'S' B 19 22 24 25 8'S' C 23 25 27 28 5'-2' B 20 22 23 25
7 4'-1" A 4'4" 819 22 23 25 8'-0' C 24 25 26 28 4'•10" B 20 22 23 25
A 4'-1' B 19 22 23 25 7'•7' C 24 24 26 27 4'•T B 20 21 23 24
8 9'•7" A T-10' B 19 21 23 24 T•2' C 24 24 26 27 4'4' B 20' 21 23 24
A 3'S" B 19 21 23 24 6'-10' C 24 24 25 27 4'-1' B 20 21 23 24
8 3'•2" A Y-5' B 19 22 23 25 6'S' C .24 2a 25 27 3'-11- B 20 22 23 25
A 3'-3" 8 19 22 23 25 6'-2' C 24 24 25 28 3'S' B 20 22 23 25
25 3 e'-7' A 9'-0' A 19 26 28 29 15'-3" C 23 29 31 32 9'-8" B 20 25 27 28
3.5 8'-2' A T-11' A 19 25 27 28 13'S' C 23 28 30 32 8'S' B 20 25 26 28
4 7'-7 A T-1' A 19 25 26 28 12'5' C 23 28 29 31 7%9' B 20 24 26 27
4.5 6'4' A 6'-5" 8 20 24 26 27 11'4- C 24 27 29 30 7'-1' B 20 24 25 27
5 5'-9" A 5'-11" B 20 24 25 27, 10'5" C 24 27 28 30 ' 6'S' B 20 23 25 26
5.5 5'-2' A 5'-5" B 20 23 25 26' 9'-9' C 24 26 28 29 6'-0" B 20 23 25 26
6 4'-9" A 5'-0- B 20 23 25 26" 9'-1' C 24 26 28 29 5'-7- B 21 23 24 28
6.5 4'•5' A 4'S" B 20 23 24 26 8'S" C 24 26 27 29 5'-2' B 21 22 24 25
7 4'-1' A 4'4' B 20 22 24 25 8'-0' C 24 25 27 28 4'-10" B 21 22 24 25
7.5 T-10' A 4'•1' B 20 22 24 25 7'-7' C 24 25 27 28 4'-T B 21 22 23 25
8 T-7" A Y-10' B 20 22 23 25 , 7'-2' C 25 25 26 28 4'4' B 21 22 23 25
8.5 3'4- A 3'S" B 20 22 24 25 6'-10' C 25 25 26 27 4'-1' 8 21 22 24 25
9 Y-2" A 3'-5' B 20 22 24 25 ,' 6'S' C 25 25 28 27 Y-11" B 21 22 24 25
9.5 7-0' A T-3" B 20 22 24 25 6'-2' C 1 25 25 26 27 3'-8' B 21 22 24 25
110 MPH EXPOSURE C
30 3 8'-0' A T -IT A 18 25 27 28 13'5' C 22 28 30 32 8'S' B 19 25 26 28
3.5 6'-10" A 6'-11' B 18 24 26 28 12'-1' C 22 28 29 31 T-6' B 19 24 26 27
4 6'-0" A e'•7 B 18 -24 26 27 10'-11' C 22 27 29 30 6'-9" B 19 23 25 27
4.5 5'4' A 5'S' 8 19 23 25 26 9'-11- C 23 26 28 30 6'-2' B 19 23 25 26
5 4'-10' A 5'-1' B 19 23 25 26 B'-2- C 23 28 28 29 5'-7' 8 19 23 24 26
5.5 4'4' A 4'-8- B 19 23 24 26' 8'-6' C 23 26 27 29 5'-7 B 19 22 24 25
6 4'-T A 4'-3' B 19 22 24 25 7'-10" C 23 25 27 28 4'S' B 20 22 24 25
6.5 3'S' A 4'-T B 19 22 24 25 7'4' C 23 25 26 28 4'S' B 20 22 23 25
7 Y-5' A 3'S' B 19 22 23 25 6'-11" C 23 24 26 28 4'-2" 8 20 21 23 25
7.5 T-2' A T-6' B 19 22 23 25 6'S' C 23 24 27 T-11' 8 20 21 23 25
A T' , A T-3' B 10 22 23 25 6'-2" C 23 24 8 27 3'-8' B 20 22 23 26
. 8.5 2'-10" A 3'•1" 8 19 22 24 25 5'-10' C 23 24 5 27 3'S' B 20 22 24 25
9 2'-8' A 2'-11' B 19 22 24 25 - 5'-7' c 23 2 25 27 3'4' 8 20 22 24 25
105 MPH EXPOSURE C
30 3 8'-0' A T-10' A 18 25 26 28 13'5' C 21 28 29 31
3.5 6'-10" A 6'•11' B 18 24 25 27 12'-1' C 21 2 229 30
4 6'-0' A e'•7 B 18 23 25 26 10'•11" C 22 26 28 29 'I
4.5 5'4- A 5'S" 8 18 23 24 26 9'-11' C 28 27 29
5 4'•10' A 5'-1' B 18' 22 24 25 '-2' C 2 2 27 28
5.5 4'4" A 4'-8- B 18 22 24 25 C 22 27 28 QP
6 4%T A 4'-3' B 18 22 23 25 7'• 0" C 22 QS 26 28
6.5 3'S' A 4'-T B 18 22 23 24 22 24 26 27
7 3'-5" A 3'S' B 78 21 23 24 8 11 22 24 28 27 Z
7.5 T-2' A 3'S' 8 18 21 23 . 24 e ' _ 23 24 25 27 � C 6813
8 Y-0" A 3'-3' B 16 21 23 24 6'- ' PS, . 23 25 26 ,,tg
8.5 T-10" A T-1' B 18 21 23 24 2'.f� '1 �23.�. 25 28 '' * E206
9 2'S" A 7.11' B 18 22 23 25 • - - '(, 24 26 11 \\`Yllllj
a
10 32,
4/27/2009
NO'S 18 2609
MPH FYP(1
25 3 9'-7' A 9'-0' A 78 25 27 28 15'-3' C 22 28 30 32 9'-8' B 19 25 26 28
3.5 8'-2' A T-11' A 19 25 26 28 13'-8- C 22 28 29 31 8'•8' 8 19 24 26 27
4 7'•2" A 7'-1' A 19 24 26 27 12'-5" C 23 27 29 30 7'-9' B 19 24 25 27
4.5 6'4' A 6'-5" B 19 24 25 27 11'41" C 23 27 28 30 7'•1- 8 20 23 25 26
5 5'•9" A 5'-11- B 19 23 25 26 10'5' C 23 26 28 29 6'S' B 20 23 24 26
5.5 5'-2' A 5'•5" B 19 23 24 26 9'-9' C 23 26 27 29 6'-0" B 20 22 24 25
e 4•n" e n9 ,. 22 21 25 B'-1' C zl 4u u•1 u 41' " '14 25
8.5 4'5' A 4'S' B 19 22 24 25 8'S' C 23 25 27 28 5'-2' B 20 22 23 25
7 4'-1" A 4'4" 819 22 23 25 8'-0' C 24 25 26 28 4'•10" B 20 22 23 25
A 4'-1' B 19 22 23 25 7'•7' C 24 24 26 27 4'•T B 20 21 23 24
8 9'•7" A T-10' B 19 21 23 24 T•2' C 24 24 26 27 4'4' B 20' 21 23 24
A 3'S" B 19 21 23 24 6'-10' C 24 24 25 27 4'-1' B 20 21 23 24
8 3'•2" A Y-5' B 19 22 23 25 6'S' C .24 2a 25 27 3'-11- B 20 22 23 25
A 3'-3" 8 19 22 23 25 6'-2' C 24 24 25 28 3'S' B 20 22 23 25
25 3 e'-7' A 9'-0' A 19 26 28 29 15'-3" C 23 29 31 32 9'-8" B 20 25 27 28
3.5 8'-2' A T-11' A 19 25 27 28 13'S' C 23 28 30 32 8'S' B 20 25 26 28
4 7'-7 A T-1' A 19 25 26 28 12'5' C 23 28 29 31 7%9' B 20 24 26 27
4.5 6'4' A 6'-5" 8 20 24 26 27 11'4- C 24 27 29 30 7'-1' B 20 24 25 27
5 5'-9" A 5'-11" B 20 24 25 27, 10'5" C 24 27 28 30 ' 6'S' B 20 23 25 26
5.5 5'-2' A 5'-5" B 20 23 25 26' 9'-9' C 24 26 28 29 6'-0" B 20 23 25 26
6 4'-9" A 5'-0- B 20 23 25 26" 9'-1' C 24 26 28 29 5'-7- B 21 23 24 28
6.5 4'•5' A 4'S" B 20 23 24 26 8'S" C 24 26 27 29 5'-2' B 21 22 24 25
7 4'-1' A 4'4' B 20 22 24 25 8'-0' C 24 25 27 28 4'-10" B 21 22 24 25
7.5 T-10' A 4'•1' B 20 22 24 25 7'-7' C 24 25 27 28 4'-T B 21 22 23 25
8 T-7" A Y-10' B 20 22 23 25 , 7'-2' C 25 25 26 28 4'4' B 21 22 23 25
8.5 3'4- A 3'S" B 20 22 24 25 6'-10' C 25 25 26 27 4'-1' 8 21 22 24 25
9 Y-2" A 3'-5' B 20 22 24 25 ,' 6'S' C 25 25 28 27 Y-11" B 21 22 24 25
9.5 7-0' A T-3" B 20 22 24 25 6'-2' C 1 25 25 26 27 3'-8' B 21 22 24 25
110 MPH EXPOSURE C
30 3 8'-0' A T -IT A 18 25 27 28 13'5' C 22 28 30 32 8'S' B 19 25 26 28
3.5 6'-10" A 6'-11' B 18 24 26 28 12'-1' C 22 28 29 31 T-6' B 19 24 26 27
4 6'-0" A e'•7 B 18 -24 26 27 10'-11' C 22 27 29 30 6'-9" B 19 23 25 27
4.5 5'4' A 5'S' 8 19 23 25 26 9'-11- C 23 26 28 30 6'-2' B 19 23 25 26
5 4'-10' A 5'-1' B 19 23 25 26 B'-2- C 23 28 28 29 5'-7' 8 19 23 24 26
5.5 4'4' A 4'-8- B 19 23 24 26' 8'-6' C 23 26 27 29 5'-7 B 19 22 24 25
6 4'-T A 4'-3' B 19 22 24 25 7'-10" C 23 25 27 28 4'S' B 20 22 24 25
6.5 3'S' A 4'-T B 19 22 24 25 7'4' C 23 25 26 28 4'S' B 20 22 23 25
7 Y-5' A 3'S' B 19 22 23 25 6'-11" C 23 24 26 28 4'-2" 8 20 21 23 25
7.5 T-2' A T-6' B 19 22 23 25 6'S' C 23 24 27 T-11' 8 20 21 23 25
A T' , A T-3' B 10 22 23 25 6'-2" C 23 24 8 27 3'-8' B 20 22 23 26
. 8.5 2'-10" A 3'•1" 8 19 22 24 25 5'-10' C 23 24 5 27 3'S' B 20 22 24 25
9 2'-8' A 2'-11' B 19 22 24 25 - 5'-7' c 23 2 25 27 3'4' 8 20 22 24 25
105 MPH EXPOSURE C
30 3 8'-0' A T-10' A 18 25 26 28 13'5' C 21 28 29 31
3.5 6'-10" A 6'•11' B 18 24 25 27 12'-1' C 21 2 229 30
4 6'-0' A e'•7 B 18 23 25 26 10'•11" C 22 26 28 29 'I
4.5 5'4- A 5'S" 8 18 23 24 26 9'-11' C 28 27 29
5 4'•10' A 5'-1' B 18' 22 24 25 '-2' C 2 2 27 28
5.5 4'4" A 4'-8- B 18 22 24 25 C 22 27 28 QP
6 4%T A 4'-3' B 18 22 23 25 7'• 0" C 22 QS 26 28
6.5 3'S' A 4'-T B 18 22 23 24 22 24 26 27
7 3'-5" A 3'S' B 78 21 23 24 8 11 22 24 28 27 Z
7.5 T-2' A 3'S' 8 18 21 23 . 24 e ' _ 23 24 25 27 � C 6813
8 Y-0" A 3'-3' B 16 21 23 24 6'- ' PS, . 23 25 26 ,,tg
8.5 T-10" A T-1' B 18 21 23 24 2'.f� '1 �23.�. 25 28 '' * E206
9 2'S" A 7.11' B 18 22 23 25 • - - '(, 24 26 11 \\`Yllllj
a
10 32,
4/27/2009
NO'S 18 2609
25 3 e'-7' A 9'-0' A 19 26 28 29 15'-3" C 23 29 31 32 9'-8" B 20 25 27 28
3.5 8'-2' A T-11' A 19 25 27 28 13'S' C 23 28 30 32 8'S' B 20 25 26 28
4 7'-7 A T-1' A 19 25 26 28 12'5' C 23 28 29 31 7%9' B 20 24 26 27
4.5 6'4' A 6'-5" 8 20 24 26 27 11'4- C 24 27 29 30 7'-1' B 20 24 25 27
5 5'-9" A 5'-11" B 20 24 25 27, 10'5" C 24 27 28 30 ' 6'S' B 20 23 25 26
5.5 5'-2' A 5'-5" B 20 23 25 26' 9'-9' C 24 26 28 29 6'-0" B 20 23 25 26
6 4'-9" A 5'-0- B 20 23 25 26" 9'-1' C 24 26 28 29 5'-7- B 21 23 24 28
6.5 4'•5' A 4'S" B 20 23 24 26 8'S" C 24 26 27 29 5'-2' B 21 22 24 25
7 4'-1' A 4'4' B 20 22 24 25 8'-0' C 24 25 27 28 4'-10" B 21 22 24 25
7.5 T-10' A 4'•1' B 20 22 24 25 7'-7' C 24 25 27 28 4'-T B 21 22 23 25
8 T-7" A Y-10' B 20 22 23 25 , 7'-2' C 25 25 26 28 4'4' B 21 22 23 25
8.5 3'4- A 3'S" B 20 22 24 25 6'-10' C 25 25 26 27 4'-1' 8 21 22 24 25
9 Y-2" A 3'-5' B 20 22 24 25 ,' 6'S' C 25 25 28 27 Y-11" B 21 22 24 25
9.5 7-0' A T-3" B 20 22 24 25 6'-2' C 1 25 25 26 27 3'-8' B 21 22 24 25
110 MPH EXPOSURE C
30 3 8'-0' A T -IT A 18 25 27 28 13'5' C 22 28 30 32 8'S' B 19 25 26 28
3.5 6'-10" A 6'-11' B 18 24 26 28 12'-1' C 22 28 29 31 T-6' B 19 24 26 27
4 6'-0" A e'•7 B 18 -24 26 27 10'-11' C 22 27 29 30 6'-9" B 19 23 25 27
4.5 5'4' A 5'S' 8 19 23 25 26 9'-11- C 23 26 28 30 6'-2' B 19 23 25 26
5 4'-10' A 5'-1' B 19 23 25 26 B'-2- C 23 28 28 29 5'-7' 8 19 23 24 26
5.5 4'4' A 4'-8- B 19 23 24 26' 8'-6' C 23 26 27 29 5'-7 B 19 22 24 25
6 4'-T A 4'-3' B 19 22 24 25 7'-10" C 23 25 27 28 4'S' B 20 22 24 25
6.5 3'S' A 4'-T B 19 22 24 25 7'4' C 23 25 26 28 4'S' B 20 22 23 25
7 Y-5' A 3'S' B 19 22 23 25 6'-11" C 23 24 26 28 4'-2" 8 20 21 23 25
7.5 T-2' A T-6' B 19 22 23 25 6'S' C 23 24 27 T-11' 8 20 21 23 25
A T' , A T-3' B 10 22 23 25 6'-2" C 23 24 8 27 3'-8' B 20 22 23 26
. 8.5 2'-10" A 3'•1" 8 19 22 24 25 5'-10' C 23 24 5 27 3'S' B 20 22 24 25
9 2'-8' A 2'-11' B 19 22 24 25 - 5'-7' c 23 2 25 27 3'4' 8 20 22 24 25
105 MPH EXPOSURE C
30 3 8'-0' A T-10' A 18 25 26 28 13'5' C 21 28 29 31
3.5 6'-10" A 6'•11' B 18 24 25 27 12'-1' C 21 2 229 30
4 6'-0' A e'•7 B 18 23 25 26 10'•11" C 22 26 28 29 'I
4.5 5'4- A 5'S" 8 18 23 24 26 9'-11' C 28 27 29
5 4'•10' A 5'-1' B 18' 22 24 25 '-2' C 2 2 27 28
5.5 4'4" A 4'-8- B 18 22 24 25 C 22 27 28 QP
6 4%T A 4'-3' B 18 22 23 25 7'• 0" C 22 QS 26 28
6.5 3'S' A 4'-T B 18 22 23 24 22 24 26 27
7 3'-5" A 3'S' B 78 21 23 24 8 11 22 24 28 27 Z
7.5 T-2' A 3'S' 8 18 21 23 . 24 e ' _ 23 24 25 27 � C 6813
8 Y-0" A 3'-3' B 16 21 23 24 6'- ' PS, . 23 25 26 ,,tg
8.5 T-10" A T-1' B 18 21 23 24 2'.f� '1 �23.�. 25 28 '' * E206
9 2'S" A 7.11' B 18 22 23 25 • - - '(, 24 26 11 \\`Yllllj
a
10 32,
4/27/2009
NO'S 18 2609
110 MPH EXPOSURE C
30 3 8'-0' A T -IT A 18 25 27 28 13'5' C 22 28 30 32 8'S' B 19 25 26 28
3.5 6'-10" A 6'-11' B 18 24 26 28 12'-1' C 22 28 29 31 T-6' B 19 24 26 27
4 6'-0" A e'•7 B 18 -24 26 27 10'-11' C 22 27 29 30 6'-9" B 19 23 25 27
4.5 5'4' A 5'S' 8 19 23 25 26 9'-11- C 23 26 28 30 6'-2' B 19 23 25 26
5 4'-10' A 5'-1' B 19 23 25 26 B'-2- C 23 28 28 29 5'-7' 8 19 23 24 26
5.5 4'4' A 4'-8- B 19 23 24 26' 8'-6' C 23 26 27 29 5'-7 B 19 22 24 25
6 4'-T A 4'-3' B 19 22 24 25 7'-10" C 23 25 27 28 4'S' B 20 22 24 25
6.5 3'S' A 4'-T B 19 22 24 25 7'4' C 23 25 26 28 4'S' B 20 22 23 25
7 Y-5' A 3'S' B 19 22 23 25 6'-11" C 23 24 26 28 4'-2" 8 20 21 23 25
7.5 T-2' A T-6' B 19 22 23 25 6'S' C 23 24 27 T-11' 8 20 21 23 25
A T' , A T-3' B 10 22 23 25 6'-2" C 23 24 8 27 3'-8' B 20 22 23 26
. 8.5 2'-10" A 3'•1" 8 19 22 24 25 5'-10' C 23 24 5 27 3'S' B 20 22 24 25
9 2'-8' A 2'-11' B 19 22 24 25 - 5'-7' c 23 2 25 27 3'4' 8 20 22 24 25
105 MPH EXPOSURE C
30 3 8'-0' A T-10' A 18 25 26 28 13'5' C 21 28 29 31
3.5 6'-10" A 6'•11' B 18 24 25 27 12'-1' C 21 2 229 30
4 6'-0' A e'•7 B 18 23 25 26 10'•11" C 22 26 28 29 'I
4.5 5'4- A 5'S" 8 18 23 24 26 9'-11' C 28 27 29
5 4'•10' A 5'-1' B 18' 22 24 25 '-2' C 2 2 27 28
5.5 4'4" A 4'-8- B 18 22 24 25 C 22 27 28 QP
6 4%T A 4'-3' B 18 22 23 25 7'• 0" C 22 QS 26 28
6.5 3'S' A 4'-T B 18 22 23 24 22 24 26 27
7 3'-5" A 3'S' B 78 21 23 24 8 11 22 24 28 27 Z
7.5 T-2' A 3'S' 8 18 21 23 . 24 e ' _ 23 24 25 27 � C 6813
8 Y-0" A 3'-3' B 16 21 23 24 6'- ' PS, . 23 25 26 ,,tg
8.5 T-10" A T-1' B 18 21 23 24 2'.f� '1 �23.�. 25 28 '' * E206
9 2'S" A 7.11' B 18 22 23 25 • - - '(, 24 26 11 \\`Yllllj
a
10 32,
4/27/2009
NO'S 18 2609
a
10 32,
4/27/2009
NO'S 18 2609
PRINTED ON 4/29/2009 IAPMO ES REPORT #0113 IAPMO PAGE NUMBER 13 OF 57
1 ATTIrF rnvFR Z n PnsT RPArIUf-Q F110 De Tin AMn rnUUPDrl Al rnve0e ulru Whin ADPA4
20
0.042"x3'x8"
Box Beam Detail L1 Double 0.042'x3'x8' Box Beam Detail L12 Double 0.032'x2N6.625' Box Beam Detail L'
TABLE 3.1
9'-4'
Attached Freestanding or Attached Freestanding or Attached Freestanding or
19
28
Structure Multis an Units Structure Multis an Units Structure Multis an 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 10' 1 12' POST MIN FOOTER 8' I 10' 1 17 POST MIN FOOTER B' 1 10' I 17
LOAD (FT) SPACING FOR
SPACINC
POST SIZE CONSTRAINED FOOTER SPACING POST 512E CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTS
(PSF) ON SLAB SLAB
(FT)
TYPE 'd' 'd' I 'd' I 'd' (FT) TYPE 'd' 'd' I 'd' I 'd' (FT) TYPE 'd' 'd' 'd' 'd'
Fi
LIVE
(int (in) (in) (in (m) Gn) (in) (in (1 fnl in fN
20
3
11'-10"
A
9'-4'
A
19
28
2B
29
15'-9-
B
23
29
31
33
10'-1'
A
20
25
27
29
LIVE
3.5
10'•Z'
A
8'•3'
A
20
25
27
29
14'-2"
C
23
29
30
32
8'•11'
A
20
25
26
28
8'
4
8'-11'
A
T-5"
A
20
25
26
28
17.10-
C
24
28
30
31
8'-1"
A
20
24
26
27
T
4.5
T-11"
A
e'-8-
A
20
24
26
27
11'-9"
C
24
27
29
31
7'-4'
A
20
24
25
27
5
7'-1'
A
6'-1'
A
20
24
26
27
10'•10'
C
24
27
20
30
V-9'
A
21
23
25
27
5.5
6'•5'
A
66'
A
20
24
25
27
10'-1"
C
24
26
28
30
6'-3'
A
21
23
25
26
6
V-11'
A
5'-3"
A
20
23
25
28
9'-5"
C
24
26
28
29
5'-9'
A
21
23
24
28
6.5
5'6'
A
4'•70"
A
20
23
24
26
V-10'
C
25
26
27
29
5'-5'
A
21
22
24
26
7
5'-1"
A
4'6'
A
20
23
24
26
8'-0"
C
25
25
27
29
5'.1'
8
21
22
24
25
7.5
4'-9-
A
4'-3'
A
20
22
24
25
T-10"
C
25
25
27
28
4'•9"
B
21
22
24
25
8
4'•5'
A
4'-0"
A
20
22
24
25
7'-5"
C
25
25
27
28
4'6'
B
21
22
23
25
8.5
4'-2"
A
3'•10"
A
20
22
24
25
T-1'
C
25
25
26
28
4'-3'
B
21
22
24
25
9
3'-11-
A
T-7-
A
20
22
24
25
6'-9"
C
25
25
28
27
4'-1-
B
21
22
24
25
9.5
3'-B'
A
3'6'
A
20
22
24
25
6'-5'
C
25
25
26
27
T-10"
a
21
22
24
25
10
3'6"
A
T-3'
A
20
23
24
26
6'-2'
C
25
25
26
27
T -e"
B
21
23
24
26
11 1
3'-T I
A I
3'-0" I
A 1
20
23
25
26
5'6'
C
25
25
25
27
T-5-
B f
21
23
25
26
20
3
11'-10"
A
9'4'
A
21
27
29
31
15'-9"
8
24
31
32
34
10'•1'
A
21
27
28
30
LIVE
3.5
10'-2"
A
8'-3'
A
2127
28
28
30
14'-2"
C
25
30
32
33
V-11'
A
21
26
28
29
8'
4
8'-11'
A
7'-5'
A
21
26
28
29
17.10'
C
25
29
31
33
8'-1'
A
21
25
27
29
T
4.5
T-11'
A
8'6'
A
21
25
27
29
11'•9'
C
25
29
30
32
7'4'
A
22
25
27
28
5
7'•1-
A
e'-1'
A
21
25
27
28
10'-10'
C
26
28
30
31
T-9"
A
22
25
26
28
5.5
8'6'
A
516'
A
21
25
26
28
10'-1'
C
26
28
29
31
6'-3'
A
22
24
28
27
6
V-11'
A
5'-3"
A
21
24
28
27
9'•5-
C
26
27
29
31
5'-9'
A
22
24
25
27
6.5
5'6'
A
4'-10"
A
21
24
26
27
8'-10'
C
26
27
29
30
5'-5'
A
22
24
25
27
7
T-1-
A
4'6'
A
2124
25
25
27
8'-4"
C
26
27
28
30
5'-1"
B
22
23
25
28
7.5
4'-B'
A
4'•3'
A
21
23
25
28
T-10"
C
28
28
28
30
4'-9'
B
22
23
25
26
8
4'•5'
A
4'-W
A
21
23
2528
27
T-5"
C
26
26
28
29
4'6'
B
22
23
24
26
8.5
4'-2'
A
T-10"
A
22
23
25
26
7'-1'
C
26
28
27
29
4'-3-
B
22
23
25
26
B
3'•11'
A
3'-T
A
22
23
25
26
8'-8"
C
27
27
27
28
4'-1'
8
22
23
25
26
9.5
3'-B"
A
3'-5'
A
22
23
25
21
6'-5"
C
27
27
27
28
3'•10'
B
22
23
25
27
20
3
11'-10"
A
9'4'
A
22
28
30
32
16-9•
B
28
32
34
35
10'•1'
A
22
28
29
31
LIVE
3.5
10'•2"
A
8'-3'
A
22
28
29
31
14'-2'
C
26
31
33
35
V-11'
A
22
27
29
30
8'
4
8'•11-
A
T•5'
A
22
27
29
30
12'-10'
C
26
30
32
34
8'-1'
A
23
26
28
30
T
4.5
T-11"
A
616'
A
22
26
28
30
11'-9"
C
27
30
32
33
7'-0'
A
23
26
28
29
5
T -i"
A
6'-1'
A
22
26
28
29
10' -Ur
C
27
29
31
33
6'•9'
A
23
26
27
29
5.5
6'6'
A
516'
A
22
26
27
29
10'-1-
C
27
29
31
32
6'-3'
A
23
25
27
28
6
6•11•
A
5'-3'
A
22
25
27
29
9'-5"
C
27
28
30
32
5'-9'
A
23
25
27
28
6.5
516'
A
4'-10"
A
23
25
27
28
8'-10"
C
27
28
30
31
5'-5'
A
23
24
26
28
7
5'-1"
A
4'6'
A
23
25
26
28
8'4"
C
28
28
20
316'-1"
X-3'
B
23
24
26
27
7.5
4'-9"
A
4'3"
A
23
24
26
28
7.10'
C
28
28
29
31
4'•9'
8
24
24
26
27
8
4'•5"
A
4'-0'
A
23
24
26
27
T-5"
C
28
28
29
30
4'6'
B
24
24
25
27
8.5
4'-2'
A
T-10"
A
23
24
26
27
T•1'
C
28
28
29
30
4'-3'
8
24
24
26
27
9
T-11'
A
3'-7"
A
23
24
26
27
6'-9"
C
28
28
28
30
4'-1'
B
24
24
26
27
9.5
7-9'
A
s-5'
A
23
24
26
28
6'S"
C
28
28
28
30
3'-10'
B
24
24
26
28
10
3'6'
A
3'-3'
A
23
25
26
28
V-2"
C
28
28
28
29
T-8'
B
24
25 1
26
28
OCI9CRXL 11'4J I Kvl. 11 ry Int JG IAD LGA
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 DIAGRAM ONSCO2 PAGE 2 OF 2
6. CHOOSE A HEADER FROM TABLE 3.1 THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN.
J
0.042'x3'x8'
Box Beam Detail 1-1
Double 0.042'x3"x8' Box Beam Detail L12 Double 0.032"x2"4.6 5" Box Beam Detail
TABLE 3.1
B
Attached Freestanding or
Attached Freestanding or Attached Freestanding or
26
27
Structure Mullis an Units
Structure Multis an Units Structure Multis an Units
GROUND TRIG MAX POST
MAX
MAX POST LENGTH
MAX MAX POST LENGTH MAX MAX POST LENGTH
SNOW WIDTH POST RED'D
POST
MIN FOOTS 8- 1 10' I 17
POST MIN OOTE 8' 1 10' I 17 POST MIN ..TE8' I 10' I 77
LOAD (FT) SPACIN FOR
SPACIN
POST SIZE CONSTRAINED FOOTER
SPACIN POST SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS
(PSF) ON SLAB SLAB
(FT)
TYPE 'd' 'd 'd' . 'd'
(FT) TYPE 'd' 'd" 'd' 'd- (FT) TYPE 'd- 'd' 'd' "d'
(FT
23
fN (in) inin
pn) (in) (in) (int (in) (in)
40
3
6'•1"
A
6'-2'
B
17
24
26
27
11'-0'
C
20
27
29
30
8'•10•
B
17
24
25
27
5'
3.5
V-2'
A
5'-5"
B
17
23
25
28
9'-9'
C
21
26
28
29
6'-0"
a
18
23
25
26
8'
4
4'6'
A
4'-10'
8
17
23
24
26
8'-9'
C
21
26
27
29
5'4'
8
18
22
24
25
T
4.5
4'-0'
A
4'-4"
B
17
22
24
25
T-11'
C
21
25
27
28
4'-10'
B
18
22
24
25
5
3'-r
A
3'-11"
B
17
22
24
25
7'-3-
C
21
25
26
28
4'-5'
8
18
22
23
25
5.5
3'•3-
A
3'-7"
8
17
22
23
25
8'-9'
C
21
24
26
27
4'•1'
B
18
21
23
24
8
3'-0"
A
3'-4'
8
17
21
23
24
6'-3'
C
21
24
28
27
3'-9"
B
18
21
23
24
6.5
2'-0'
A
3'-1'
B
17
21
23
24
5'-10'
C
21
24
25
27
3'6'
8
1B
21
23
24
7
2'-7"
A
2'•10'
8
17
21
23
24
5'S'
C
21
23
25
26
X-3'
B
18
21
23
24
7.5
76'
A
2'-8"
B
17
21
23
25
5'-1'
C
21
23
25
28
3'•7'
B
18
21
23
25
6
2'-3'
A
2'6'
8
17
1
22
1
23
25
4'-10"
C
22
1
23
24
28
2'•70"
8
18
22
23
25
8.5
2'•1'
A
2'-4'
B
17
22
20
25
4'-7'
C
22
23
24
26
2'-8'
B
16
22
24
25
60
3
4'-1'
A
4'<'
B
15
22
24
25
8'-0'
C
18
25
27
28
4'-11'
B
18
22
24
25
5'
3.5
3'6'
A
T-9"
B
15
22
23
25
7'-1'
C
19
25
26
28
4'-3'
B
18
22
23
25
8'
4
3'-0"
A
3'-4"
B
15
21
23
24
8'-3'
C
19
24
26
27
3'•9'
B
16
21
23
24
T
4.5
2'6-
A
3'-0"
B
15
21
23
24
5'6"
C
19
24
25
27
3'-5'
B
18
21
22
24
5
2'•5'
A
2'-8'
B
15
21
22
24
5'-2'
C
19
23
25
26
T-1"
B
16
20
22
23
5.5
2'-2"
A
2'6"
8
15
20
22
23
4'-9'
C
19
23
24
26
7-10'
B
16
20
22
23
8
2'-0"
A
2'-3'
8
15
21
22
24
4'•5-
C
19
22
24
25
2'-7'
B
18
21
22
24
6.5
V-10"
A
2'-1-
a
15
21
23
24
4'-1'
C
19
22
24
25
2'-5'
B
16
21
23
24
7 1
1'•B' I
A I
V -it' 1
B 1
15 1
21 1
23 1
24 11
3'-10" 1
C 1
18 1
22 1
23 1
25 11
7.3' 1
B 1
18
1 21
1 23 1
24
OVER-
HANG
1 18' 1 H
UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT
Amerimax Building Products
TABLE 3.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
PROJECTION OF SINGLE SPAN STUCTURES (FT)
5208 Tennyson Parkway
9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6
Plano, Texas 75024
(FT)
8'
9'
10'
11'
12' 13' 14' 15' 16' 17'
18'
1B'
20'
21'
22'
0'
4'
4.5'
5'
5.5'
6' 8.5' 7' 7.5' 8' 8.5'
9'
9.5'
10'
10.5'
11'
V
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'
8'
6.5'
7' 7.5' B' 8.5' 9' , ` 9.5'
10'
10.5'
11'
11.5'
12'
3'
5.5'
6'
6.5'
7'
7.5' 8' 8.5' 9' 9.5' 10'
10.5'
11'
11.5'
17
12.5'
4'
6'
6.5'
T
7.5'
e' 8.5' 9' 9.5' 10' 10.5'
11'
11.5'
12'
12.5'
13'
5' 1
6.5'
T
7.5'
8'
8.5' 9' 9.5' 10' 10.5' 11'
11.5'
17
12.5'
IT
13.5'
TABLE 3.4 Post Requirements for
Freestanding Structures
Post Description I Maximum
15/16"x4"x4' Steel Square
8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN
1 18' 1 H
UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT
Amerimax Building Products
FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4
5208 Tennyson Parkway
9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6
Plano, Texas 75024
10. USE THE APPROPRIATE DETAILS
11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET M5
Carl Putnam, P. E.
FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN
3441 Ivylink Place
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.1
Lynchburg, VA 24503
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
carlputnam@comcasLnel
SLAB 9. FOLLOW 9.11 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES
SLAB11. CHECK TABLES SLAB1 AND SLAB2 ON M5 FOR CORNER DISTANCE REQUIRMENTS.
heel Square d = 42" 18' H Tt C
SS
OQ�
CO
Q`s P T
UJI C3 m
EX .` I�`� 2009
4
t �
OFCAUF
4/27/2009
.12)
18 2099
a
PRINTED ON 4/29/2009
IAPMO ES REPORT #0113
10
-
12 Ga 3"x87 Steel C Beam. Detail 1-18)p-'
16 Ga 3"x8" Steel C Beam Detail 1-18 Double 12 Ga 3"x8" Steel C Beam Detail L8
TABLE 3.5
Attached Freestanding or
Attached Freestanding or Attached Freestanding or
28
Structure Mullis an Units
Structure Multis an Units Structure Multis an Units
GROUND TRIB MAX POST
MAX MAX POST LENGTH
MAX MAX POST LENGTH MAX MAX POST LENGTH
SNOW WIDTH POST RED'D
POST MIN 100TER 8 I 17 I 18'
POST MIN FOOTER B' I 17 I 18' POST MIN FOOTER 8 I 17 I 18
LOAD (FT) SPACING FOR
SPACINGPOST SIZE CONSTRAINED FOOTE
SPACING POST SIZE CONSTRAINED FOOTERSPACING POST SRE CONSTRAINED FOOTE
(PSF) ON SLAB SLAB
(FT) TYPE •d- 'd' 'd• 'd'
(FT) TYPE 'd' •d' 'd' 'd' (FT) TYPE 'd' 'd' 'd'
FT)(in)
(FT)
(in) (in) lin)
(in) (in) (in) On (in) (in (in)
10
V 3• •
` 27.8"
` - A
30'-0"
B
28
33
37
40
20.7'
B
26
32
36
37
30'-0'
B
28
33
37
41
LIVE
3.5
10-5"
A
30'•0"
C
29
33
37
40
24'-6"
B
27
32
35
36
30'-0"
C
29
33
37
41
4
17.0'
A
28-5'
C
30
33
37
40
22'-5"
B
28
31
34
36
30-0"
C
30
33
37
41
4.5
15'-1"
A
28'4"
C
31
33
36
39
20'•9"
C
28
30
34
35
30'-0"
C
32
33
37
41
5
/3'•T
A
27'-5'
C
32
32
36
39
184"
C
28
30
33
34
30'-0"
C
33
33
37
41
5.5
17-0"
A
28-7-
C
32
32
36
38
18'-1"
C
29
29
33
34
30'-0"
D
34
34
37
41
6
11'4"
A
2y5'•10'
C
33
33
36
38
17'-0'
C
29
29
32
34
30'-0'
D
35
35
37
40
6.5
18'-91
A
M;.L
D
3e
34
35
37
16'-0"
C
29
29
32
33
30'-0"
D
36
36
37
40
7
8.8'
A
24'-7'
D
34
34
35
37
15'•2"
C
29
29
32
33
30'-0"
D
37
37
37
40
7.5
91-1'
A
24'•1"
D
35
35
35
37
14'-5"
C
29
29
31
32
30'-0"
D
37
37
37
40
' 8
e'0"
A
23'-T
D
35
35
35
36
13'-9'
C
30
30
31
32
28.5"
D
38
38
38
40
8.5
B'-0"
A
23'-2"
D
36
36
36
36
13'-2"
C
30
30
31
32
28'-10"
D
39
39
39
39
9
T0"
A
22'-8'
D
36
36
36
36
12'-7-
C
30
30
30
31
28'4"
D
39
39
39
39
9.5
T-2'
A
22'-7
D
37
37
37
36
12'-1"
C
30
30
30
31
2T-10"
D
40
40
40
39
10
6'-9'
A
21'0"
D
37
37
37
35
11'0"
C
30
30
30
31
27'-5'
D
40
40
40
39
11
6'-7
A
20'•2•
D
37
37
37
35
10'-10"
C
30
30
30
31
26'-7-
D
41
41
41
38
12
5'a'
A
18.1"
D
38
38
38
35
10-0'
C
30
30
30
30
25•10"
D
42
42
42
38
13
5'.2'
A
18'-1'
D
38
38
38
34
9'•3'
C
30
30
30
31 11
25'-3'
E
42
42
42
38
10
1 1 7"•
` 22'-8`
- A
30'-0"
B
28
34
38
40
25'•10'
B
27
33
36
37
30'-0"
8
28
34
38
41
LIVE
3.5
19'•5"
A
27-10"
C
30
34
38
40
24'0-
B
28
32
36
36
30'-0'
C
30
34
38
41
4
17'-0'
A
28'•T
C
31
34
37
40
22'-5'
B
28
32
35
36
30'-0"
C
31
34
38
41
4.5
151•1"
A
27-7-
C
32
33
37
39
20'•9"
C
29
31
35
35
30-0'
C
33
34
38
41
5
13'-T
A
26'48"
C
32
33
37
39
184'
C
29
31
34
34
30'-0"
C
34
34
38
41
5.5
12'4-
A
25'•10'
C
33
33
36
38
18'-1"
C
29
30
34
34
30'-0'
D
35
35
38
41
6
11'4"
A
25'-7
C
34
34
36
38
17'•0'
C
30
30
33
34
30'-0"
D
36
36
38
40
6.5
10'-5"
A
'249
C
34
34
36
37
16'-0'
C
30
30
33
33
30-0'
D
37
37
38
40
7
9'-8"
A
23'-11'
D
35
35
36
37
15'-7
C
30
30
32
33
29.10•
D
38
38
38
40
7.5
0-1"
A
23'-5"
D
36
36
36
37
14'-5"
C
30
30
32
32
29'-2'
D
38
38
38
40
8
8'0"
A
27-11•
D
36
36
36
36
17.9"
C
30
30
32
32
28-T'
D
39
39
39
40
8.5
8'-0'
A
270-
D
37
37
37
36
13'-7'
C
31
31
31
32
28'•1'
D
39
39
39
39
9
T0"
A
22'-1'
D
37
37
37
36
12'•7-
C
31
31
31
31
2T-7-
D
40
40
40
39
9.5
T•2'
A
21'•8'
D
38
38
38
36
17-1"
C
31
31
31
31
2T-1"
D
40
40
40
39
10
6'-6
A
21'4-
D
38
38
38
35
11'0'
C
31
31
31
31
26'0-
D
41
41
41
39
11
6'-2-
A
20'-2•
D
38
38
38
35
10'•10'
C
31
31
31
31
25'•10-
D
42
42
42
38
12
5'-B'
A
19'•1'
D
39
39
39
35
10'-0'
C
31
31
31
30
25'-Y
D
43
43
43
38
__13
5'•Y
A
18'•1'
D
39
39
39
34
9'-3'
C
31
31
31
31 11
24'0-
D
43
47
47
38
77-20
1 C3„rn
11.10"
y A
26'-10'*
C
27
32
36
40
17'0'
C
23
29
33
37
30'-0"
D
28
33
37
41
ALIVE-
X3.5
10'-7
A
25'0-
D
28
32
35
40
15'-10'
C
23
29
32
36
30'-0'
D
29
33
37
41
4
8-11'
A
24'•5•
D
28
32
35
40
14'4'
C
24
28
31
36
30'-0"
D
30
33
37
41
4.5
T-11"
A
23'-5"
D
29
31
35
39
13'-2"
C
24
27
31
35
28-7'
D
31
33
37
41
5
7'•1"
A
22'-2'
D
30
31
34
39
12'-2"
C
24
27
30
34
28'0"
D
32
33
36
41
5.5
6'0'
A
20'-11'
D
30
30
34
38
11'•7"
C
24
27
30
34
2T0'
D
33
33
36
41
6
5'-11'
A
19'-9'
D
30
30
33
38
10'-T
C
25
26
29
34
26-10'
D
33
33
36
40
6.5
5'-5'
A
1&.91,
:D f
31
31
33
37
9.9'
C
25
26
29
33
28.2-
D
34
34
36
40
:IT-:
-5-1-
A
' 1 T-10 �
-D
31
31
33
37
9'-1'
C
25
25
28
33
25'0"
E
35
35
35
40
7.5
4'-9"
A
17'-1"
0
31
31
32
37
e'0"
C
25
25
28
32
24'-11"
E
35
35
35
40
8
4--5"
A
16'4"
D
31
31
32
36
T-11'
C
25
25
28
32
24'-5"
E
36
36
36
40
8.5
4'-2'
A
15'-8"
D
31
31
32
36
T0'
C
25
25
27
32
23-11"
E
36
36
36
39
9
T-11'
A
15'-1"
D
32
32
32
36
T•7"
C
25
25
27
31
23-5"
E
37
37
37
39
9.5
7-9'
A
14'0•
D
32
32
32
36
8.81
C
25
25
27
31
23-0'
E
37
37
37
39
10
3'0•
A
14'-0'
D
32
32
32
35
6'4"
C
25
25
27
31
220-
E
37
37
37
39
/1
3'-2'
A
13'-2'
D
32
32
32
35
5'-10'
C
25
25
26
31
20'-7-
E
37
37
37
38
12
7-11•
A
12'4'
D
33
33
33
35
5'4"
C
25
25
26
30
18-11'
E
38
38
38
38
13
2--8"
A
11'0'
D
33
33
33
34
4'41" 1
C 1
25
25 1
26 1
31 11
17'0" I
E 1
38 1
38 1
38 1
38
IAPMO PAGE NUMBER 14 OF 57
25
12 Ga 3'x8' Steel C Beam Detail L18
16 Ga 3"x8" Steel C Beam Detail L18 Double 12 Ga 3'x8" Steel C Beam Detail L8
TABLE 3.5
Attached Freestanding or
Attached Freestanding or Attached Freestanding or
26
Structure Multis an Units
Structure Mullis an Units Structure Multis an Units
GROUND TRIB MAX POST
MAX MAX POST LENGTH
MAX MAX POST LENGTH MAX MAX POST LENGTH
SNOW WIDTH POST REO'D
POST MIN FOOTEP B' I 17 I 18'
POST MIN FOOTE 8' I 12' I 18' POST MIN FOOTE 8' i 17 I 18'
LOAD (FT) SPACINGFOR
SPACINGPOST SIZE CONSTRAINED FOOTER
SPACINGPOST SIZE CONSTRAINED fOOTE SPACINGPOST SIZE CONSTRAINED FOOTE
(PSF) ON SLAB SLAB
(FT) TYPE 'd' 'd' •d• 'd'
(FT) TYPE 'd' 'd• 'd' 'd' (FT) TYPE .d. 'd• 'd'
(FT)
(in) (in (in)
(in lin) (in) (inl (in (in (in) (in
25
3
8-7'
A
26-5"
D
26
32
36
40
17'-1'
C
23
29
32
37
30'-0'
D
28
33
37
41
3.5
9-2"
A
25'-1'
D
27
32
35
40
15'4'
C
23
28
32
36
30'-0'
D
29
33
37
41
4
7* -2"
A
24'-0'
D
28
'31
35
39 ;
13'-10'
C
23
28
31
35
30'-0'
D
30
33
37
41
4.5
6'4'
A
23'-0'
D
29
31
a5
39
17-81
C
24
27
30
35
20-1'
D
31
33
37
41
5
5'-9"
A
21'-7-
D
29
31
34
39
11'-6
C
24
27
30
34
28'-1"
E
32
33
36
41
5.5
5'•2"
A
20'•3"
D
30
30
34
38
10'-11"
C
24
26
29
. 34
27-2'
E
33
33
36
40
8
4'-9"
A
19-2•
D
30
30
33
38
10-1"
C
24
26
29
33
c• -
F
11
„
--
10
6.5
4'0'
A
18'-7
D
30
30
33
37
9'4'
C
24
25
29
33
25'•6
E
34
34
36
40
7
4--1"
A
17*4'
D
30
30
33
37
90'C
C
24
25
28
32
25'-1'
E
34
34
35
40
7.5
3'-16
A
i6'-7-
D
31
31
32
37
B'•1"
C
24
25
28
32
24'0-
E
35
35
35
40
8
3-T
A
18-10"
D
31
31
32
36
T-7'
C
24
24
27
32
24'-0"E
E
35
35
35
39
8.5
3'4"
A
15'-7
0
31
31
32
36
T-7
C
1
24
24
27
31
230-
E
36
36
36
39
9
3'-7'
A
14'-7'
D
31
31
31
36
8-9"
C
24
24
27
31
23'-1"
E
36
36
36
39
9.5
T-0'
A
14'-1"
D
31
31
31
35
6'-5•
C
24
24
27
31
27-7'
E
37
37
37
39
25
3
9'-7'
A
26'-5"
D
27
33
37
41
17'-1'
C
24
30
33
38
30'-0"
D
28
34
38
42
3.5
8-2'
A
25•-1'
D
28
33
36
41
15'4'
C
24
29
32
37
30-0'
D
30
34
38
42
4
T -Y
A
24'-0'
D
29
32
36
40-
13'-10•
C
24
28
32
36
30'-0"
D
31
34
38
42
4.5
6'4'
A
23'-0'
D
30
32
35
40
12'-8•
C
24
28
31
36
28-1'
D
32
34
37
42
5
51•9"
A
21'-7"
D
30
31
35
39
11'-9"
C
25
27
31
35
28'•1"
E
33
33
37
42
5.5
6•2"
A
20'-3'
D
31
31
34
39 ,;
10-11-
C
25
27
30
35
2T•2'
E
34
34
37
41
6
4'-8'
A
17-2'
D
31
31
34
39 1
101•1"
C
25
26
30
34
26'-5"
E
34
' 34
37
41
6.5
4'-5"
A
18'•7
D
31
31
34
38
9'4'
C
25
26
29
34
25'-9'
E
35
35
36
41
7
4'-1"
A
17*4'
D
31
31
33
38
8'0'
C
25
26
29
33
251•1"
E
36
36
36
41
7.5
T-10"
A
I6' -T
D
32
32
33
37
81•1'
C
25
25
28
33
24'0'
E
36
36
36
41
8
T-7"
A
151•10'
D
32
32
33
37
T -T
C
25
25
28
33
24'-0"
E
37
37
37
40
8.5
3'4'
A
15'•2-
D
32
32
32
37
T-7
C
25
25
- 26
32
23'0-
E
37
37
37
40
9
3-2"
A
14'-7'
D
1
32
32
32
37
8-9"
C
25
25
27
32
23'-7'
E
38
38
.38
40
9.5 1
7-0' 1
A 1
14'-1' 1
D
33 1
33
33
36
6'-5' 1
C
25
25
27
32
22'•7-
E
38
38
38
40
110 MPH EXPOSURE C
30 3 8'-0" A 24'-10" D 27 32 36 41 15'•1' C 23 29 32 37 301-0' D 28 34 38 42
3.5 6'-10" A 23'•T D 28 32 36 40 13'0' C 23 28 32 36 28.9" D 30 34 38 42
4 V -v* A 22'3- D 28 32 35 40 12'-2" C 23 28 31 35 26-5" D 31 33 37 42
4.5 5'4' A 20'-6 D 29 31 35 39 11'-1- C 23 27 30 35 274' E 32 33 37 41
5 4'-70• A 194' D 29 31 34 39 10'-Y C 24 27 30 34 26'-5" E 32 '33 37 41
5.5 4'4" A 18'-2" D 29 30 34 38 9'-3' C 24 26 29 34 25'-7' E 33 '33 36 41
64'-0" A 17'-1' D 30 30 33 38 e'0" C 24 26 29 33 24'-10" E 34 34 36 41
6.5 30' A 16'-3' D 30 30 33 37 T-10' C 24 25 28 33 24'•2" E 34 34 36 40
7 3'-5" A 1515' D 30 30 32 37 74" C 24 25 28 32 23'-T' E 35 35 36 40
7.5 T-2' A 14'-6 D 30 30 32 37 6'-10' C 24 24 28 32 23.1- E 35 35 35 40
8 3'47' A 14'-1' D 31 31 32 36 8.5' C 24 24 32 27-7- E 36 36 36 40
8.5 7-10" A 13'0' D 31 31 32 36 6'-0' C 24 24 31 21'4' E 36 38 36 39
9 1 2'0" 1 A 1 12'-11' 1 E 1 31 31 1 31 36 5'0' 1 C 1 24 7 1 31 11 20'-2' E 36 36 36 39
105 MPH EXPOSURE C -
30 3 8-01 A 24'-10' D 26 32 35 40 15'-1' C&114
32 36
3.5 6'-10" A 23'-7" D 27 31 35 39 13'0' C 31 35
4 6'-0" A 273' . D 27 31 34 39 17.7 C 30 34
4.5 5'4' A 20'-8' D 28 30 34 38 11'-1' C 30 34
5 4'-10' A 19'4' D 28 30 33 38 10'- " C 29 33
5.5 4'4' A 1B'-7 D 29 29 33 37 9'-3' C29 33
6 4'-0" A 17'-1' D 29 29 32 37 80' C 28 32
6.5 3'0' A 16'3' D 29 29 32 36 T-10' C 28 32
7 T-5" A 15'0' D 29 29 32 36 T4' C 27 32
D 30 30 31 36
24 27 31
8 3-0 A 14'-1' D 30 30 31 35 .10• �7�l� 27 31
8.5 7-10" A 13'0' D 30 30 31 3526 31
9 2'0" A 17-11' E 30 30 31 35 IjJ3 ;A_ Cy` 30
4/27/2009
NOV 18 2009
PRINTED ON 4/29/2009
LATTICE COVER 3.0 POST SPACINGS FOR P/
IAPMO ES REPORT #0113
IAnLe d.J I Ana ea Freestanaing or Attached Freestanding Or Attached f=reestanding or
Structure Multis an Units Structure Mullis an Units Structure Multis an Units
ROUND TRIG MAX POST MAX MAXPOSTLENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH
SNOW WIDTH POST REO'D POST MIN 1,00_.1
8 I 12' I 18 POST MIN FOOTER 8' I 17 I 19 POST MIN FOOTER 8' I 17 I 1B'
LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAINED FOOTS SPACINGPOST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTI
(PSF) ON SLAB SLAB (FT) TYPE 'd' 'd' 'd' 'd' (FT) TYPE -d- 'd' "d 'd' (FT) TYPE 'd' -d- 'd' -d-
(FT)
d
(FT)(in (in) (in) (in) (in) (in) (in) (in) (int (in) (int (in)
20
3
11'•10"
A
26'-10"
C
27
33
37
41
17-81
C
24
30
33
38
30'-0'
D
28
34
38
42
LIVE
3.5
10'-7
A
25'5"
0
28
33
36
41
15'-10'
C
24
29
33
37
30'-0"
D
30
34
38
42
8
4
9.11'
A
24'•5'
D
29
32
36
40
14'4"
C
25
29
32
36
30'-0"
D
31
34
38
42
T
4.5
T-11"
A
23'-5"
D
30
32
36
40
13'-7
C
25
28
31
36
29•r
D
32
34
38
42
5
7'•1"
A
27.7
D
31
32
35
40
12'•7
C
25
28
31
35
285-
D
33
34
37
42
5.5
6'-5"
A
20'-11'
D
31
31
35
39
11'-3"
C
25
27
30
35
2T-8'
D
34
34
37
42
6
5'-11'
A
19-9"
D
31
31
34
39
10'-r
C
25
27
30
34
26'-10'
D
35
35
37
41
6.5
5'-5'
A
18'-9"
D
32
32
34
38
9-9'
C
25
26
29
34
26'-2'
D
35
35
37
41
7
5'-1"
A
17'40'
D
32
32
34
38
9.1"
C
25
26
29
34
255"
E
36
36
36
41
7.5
4'-9"
A
17* -1"
D
32
32
33
38
9-6"
C
25
26
29
33
24'-11"
E
36
36
36
41
8
4'-5'
A
16'-4-
D
32
32
33
37
T-11'
C
25
25
28
33
24'•5"
E
37
37
37
40
8.5
4'-2'
A
15'-8"
D
32
32
33
37
75"
C
25
25
28
32
23'-11'
E
37
37
37
40
9
3'-11'
A
15'•1"
D
33
33
33
37
T-1"
C
25
25
28
32
23'-5"
E
38
36
38
40
9.5
3'-9'
A
14'5"
D
33
33
33
36
6'-8'
C
25
25
27
32
27-0'
E
38
38
38
40
10
T-6"
A
14'-0'
D
33
33
33
36
6'4'
C
25
25
27
32
225-
E
39
39
39
40
11
3'-2'
A
13'-2"
D
33
33
33
36
5'-10'
C
25
25
27
31
20'-T
E
39
39 f
39
39
20
3
111•10"
A
26'-10"
C
29
35
38
43
17-8-
C
25
31
35
40
30'1"
D
30
35
39
44
LIVE
3.5
10'-2'
A
265-
D
30
34
38
43
15'-10"
C
26
31
34
39
30'-0'
D
32
35
39
44
8
4
8'-11'
A
24'-5'
D
31
34
38
42
14'-4-
C
26
30
33
38
30'-0"
D
33
35
39
44
T
4.5
T-11"
A
23'-5"
D
32
33
37
42
13'-7
C
26
29
33
37
29-7'
D
34
35
39
44
5
T•1"
A
27.2"
O
32
33
37
41
12'•7
C
27
29
32
37
28'5"
D
35
35
39
44
5.5
6-5'
A
20'-11"
D
33
33
36
41
11'-3"
C
27
28
32
36
27'5-
D
36
36
39
43
6
5'-11'
A
19-9'
D
33
33
36
40
10'r
C
27
28
31
36
26'-10'
D
37
37
38
43
6.5
5'-5'
A
18'-8
D
33
33
35
40
9'-9"
C
27
27
31
35
26'-2"
D
37
37
38
43
7
5'-1"
A
17.10-
D
34
34
35
40
9.1"
C
27
27
30
35
265"
E
38
38
38
43
7.5
4'-9'
A
17'-1'
D
34
34
35
39
85'
C
27
27
30
35
24'-11"
E
39
39
39
42
8
4'-5"
A
16'4'
D
34
34
34
39
7'-11'
C
27
27
30
34
24'-5"
E
39
39
39
42
8.5
4'-2'
A
15'-8"
D
34
34
34
39
T5'
C
27
27
29
34
23'-11"
E
40
40
40
42
9
3'.11'
A
15'-1'
D
35
35
35
38
T-1"
C
27
27
29
34
23'-5'
E
40
40
40
42
9.5
J'-9'
A
14'5'
D
35
35
35
38
8-8'
C
27
27
29
33
23'-0'
E
41
41
41
42
20
3
11'-10"
A
26'-10"
C
31
36
40
45
1T-8"
C
27
33
36
41
30'-0"
D
32
37
41
46
LIVE
3.5
10'-2"
A
25'5"
D
32
36
39
44
15'-10"
C
27
32
36
40
30'-0"
D
34
37
41
46
8
4
8'•11"
A
24'-5"
D
33
35
39
44
14'4-
C
27
31
35
40
30'-0"
D
35
37
41
46
T
4.5
7'-11"
A
23'-5"
D
34
35
39
44
13'-7
C
28
31
34
39
29-7'
D
36
37
41
46
5
7'-1"
A
27.2'
D
34
34
38
43
17.7
C
28
30
34
38
28'5"
D
37
37
41
46
5.5
6'S'
A
20'-11"
D
35
35
38
43
11'-3"
C
28
30
33
38
2T-8'
D
38
36
40
45
6
5'-11"
A
19-9"
D
35
35
37
42
19-r
C
28
29
33
37
28-10'
D
39
39
40
45
6.5
5'S'
A
18'-9'
D
35
35
37
42
9.9"
C
28
29
32
37
28-2'
D
39
39
40
45
7
5'•1"
A
17.10"
D
36
36
36
419.1"
5'-7'
C
28
28
32
36
26'5-
E
40
40
40
44
7.5
4'-9'
A
17'-1"
D
36
36
36
41
8'S'
C
28
28
31
38
24' -it'
E
41
41
41
44
B
4'-5"
A
16'4'
D
36
36
36
41
7'-11'
C
28
28
31
36
24'-5"
E
41
41
41
44
8.5
4'-2'
A
15'5"
D
36
1
36
36
40
T5"
C
28
28
30
35
27.11"
E
42
42
42
44
9
7-11'
A
15'.1'
O
37
37
37
40
T-1"
C
28
28
30
35
28-5'
E
42
42
42
44
9.5
3.9'
A
14'5"
D
37
37
37
40
6'-8'
C
28
28
30
35
23'-0'
E
43
43
43
44
10
3'-6' 1
A 1
14'-0' 1
D 1
37
37
37
39
6'4' 1
C 1
28
28
30
34
22'5" 1
E 1
43
43
43
43
I n1J l n[Ul" INFO. rvr( I rl.oc , --L
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 DIAGRAM ONSCO2 PAGE 2 OF 2
6. CHOOSE A HEADER FROM TABLE 3.5 THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN.
1
IAPMO PAGE NUMBER 15 OF 57
12 Ga 3"x8" Steel C Beam
Detail L18
16 Ga 3"x8" Steel C Beam Detail L18 Double 12 Ga 3"x8" Steel C Beam Detail LF
TABLE 3.5 Attached
Freestanding or
Attached Freestanding or Attached Freestanding or
Structure
Multis anUnits
Structure Mullis an Units Structure Multis an Units
GROUND TRIG MAX POST MAX
MAX POST LENGTH
MAX MAX POST LENGTH MAX MAX POSTLENGTH
SNOW WIDTH POST REO'D POST MIN FOOTS
8' 1 12' I 18'
POST MIN FOOTS V I 12' I 19 POST MIN FOOTS B' I 12' I 18'
LOAD (FT) SPACINGFOR SPACING POST SIZE
CONSTRAINED FOOTER
SPACING POST 512E CONSTRAINED FOOTEF SPACINPOST SIZE CONSTRAINED FOOTS
(PSF) ON SLAB SLAB (FT) TYPE 'd'
'd' I 'd' I -d-
(FT) TYPE 'd' -d- -d- 'd' (FT) TYPE 'd' 'd' 'd' -d-
(FT) (in)
(in) (in) (in)
(in) (in) (in) (in) (in) (in (in) (in)
40
3
6'-1'
A
27-5"
D
26
32
35
40
12'-3'
C
21
28
31
35
4'8'-5'
D
28
33
37
42
5'
3.5
5'•2'
A
20'4'
D
26
31
34
39
10'-11'
C
21
27
30
35
27'-0'
E
29
33
37
41
8
4
4'S"
A
18'-8'
D
27
30
34
36
9'-8"
C
22
26
29
34
26•10"
E
30
33
36
41
T
4.5
4'-0'
A
1T-3'
D
27
30
33
38
8'•7-
C
22
26
29
33
24'-10'
E
31
32
36
41
5
T -r
A
18-1'
D
27
29
33
37
T-9"
C
22
25
26
33
24'-0"
E
31
32
36
40
5.5
7-3"
A
15'-1'
D
28
29
32
37
T-1'
C
22
25
28
32
23'-3'
E
32
32
36
40
6
3'-0'
A
14'•2-
D
28
29
32
36
85'
C
22
24
27
32
27-7-
E
33
33
35
40
6.5
2'-9'
A
13'-5'
D
28
28
32
36
6'-0'
C
22
24
27
31
21'-2'
E
33
33
35
39
7
7-r
A
17-9•
E
28
28
31
36
5'-7'
C
22
23
27
31
19.8-
E
33
33
34
39
7.5
7.5'
A
12'-1'
E
29
29
31
35
5'-2'
C
22
23
26
31
1815'
E
33
33
34
38
8
2'-3'
A
Iv -7"
E
29
29
31
35
4'-10"
C
22
23
26
31
17-4'
E
33
33
33
38
8.5
2'-1'
A
11'•1-
E
29
29
30
35
4'-T
C
22
23
26
30
184"
E
33
33
33
37
60
3
4'•1"
A
1T-5"
D
24
30
33
38
94r
C
19
26
29
33
24'•10"
E
27
32
36
41
5'
3.5
7.6"
A
15'•8'
O
24
29
33
37
7'S"
C
19
25
28
32
23-7'
E
28
32
36
40
8
4
T -V*
A
14'4'
D
24
29
32
38
6'-7'
C
19
24
27
32
27-7"
E
29
32
35
40
T
4.5
7-8'
A
13'-7
E
25
26
31
36
5'•10'
C
19
24
27
31
2V -r
E
29
31
35
39
5
7.5"
A
17-3'
E
25
28
31
35
5'-3"
C
19
23
26
31
10'5"
E
29
30
34
38
5.5
7-2"
A
11'-5'
E
25
27
30
35
4'-9'
C
19
23
26
30
1T-0"
E
29
30
33
38
6
2'-0"
A
19-8'
E
25
27
30
34
4'4-
C
19
22
25
30
15'-7''
E
29
29
33
37
6.5
V-10'
A
10'-1"
E
26
26
30
34
4'-0"
C
19
22
25
30
14'-5'
E
29
29
32
36
7 1
1'•9' I
A I
9'-T I
E 1
26 1
26 1
29 1
34
3'-9"
C 1
19 1
22
1 25 1
30 11
13-5" 1
E 1
29 1
29 1
32 1
36
OVER-
HANG
Post Description Maximum
Footin
Max
Hei ht
POST
TABLE 3.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
PROJECTION OF SINGLE SPAN STUCTURF.S (FT)
12'
D
0.041"x3"4" Steel Clover d= 23"
FT
8'
9'
IV
11'
12' 13' 14' 15' 16' 17'
18
19
20'
21'
27
9
4'
4.5'
5'
5.5'
6' 6.5' T 7.5' 8 8.5'
9'
9.5'
19
10.5'
11'
1'
4.5'
5'
5.5'
8
6.5' T 7.5' B' 8.5' 9
9.5'
19
10.5'
11'
11.5'
7
5'
5.5'
8
6.5'
7' 7.5' 9 8.5' 9 9.5'
IV
10.5'
11'
11.5'
12'
3'
5.5'
8
6.5'
T
7.5' 8 8.5' 9 9.5' 10'
10.5'
11'
11.5'
17
12.5'
4'
6'
6.5'
T
7.5'
B' 8.5' 9 9.5' 10' 10.5'
11'
11.5'
17
12.5'
13'
S' 1
6.5'
7'
7.5'
8
8.5' 9 9.5' 10' 10.5' 11'
11.5'
17
12.5'
IT
13.5'
TABLE 3.4 Post Requirements for
Freestanding Structures
Post Description Maximum
Footin
Max
Hei ht
POST
0.041'x3"x3" Steel Clover d= 23"
12'
D
0.041"x3"4" Steel Clover d= 23"
8'
E
' 3/16"x3"x3" Steel Square d = 32"
15'
F
31 6"x4"x4' Steel S uare d = 38"
18'
G
5/16".4"x4" Steel S uare d = 42"
18'
H
1J/io x4 x4- Jteei JOuare
8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN
1 10 1 M 1
UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT
Amerimax Building Products
FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4
5208 Tennyson Parkway
9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6
Plano, Texas 75024
10. USE THE APPROPRIATE DETAILS
11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES Lt AND L2 ON SHEET MS
Carl Putnam, P. E
FOR PATIO SLABS FOLLOW 16 FROM ABOVE THEN
3441 hrylfnk Place
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.5
Lynchburg, VA 24503
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
cariputnam@comcast.nel
SLAB 9. FOLLOW 9-11 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES
SLA811. CHECK TABLES SLABt AND SLAB2 ON M5 FOR CORNER DISTANCE REQUIRMENTS.
4/27/2009
NO
t=0,024',
0,032' or
0,040'
�A
i
O RAFTER & SIDEPLATES
OL1 HEADER
(3004-H36 ALUM. ALLOY)
(3004-H36 ALUM. ALLOY)
=FOUR #E
k SEE TABLE
BELOW FOR
p 1 4• ��1 SCHEDULE
1
BRACKET USED 14\2' X 6 1/2' RAFTERS
"'"LATTICE TUBES
�L 1.5-x1.5'. @3'• 0/c
442'x2'--@4'=o/c
3'x3' @6' 0/c
A18' YIN
MAX SPACING IS 36' O/C
L3 LATTICE
(3105-H26 ALUM. ALLOY)
� r
L4 POST
(3105=1-126 ALUM. ALLOY) -
s RAFTER T01
HEADER
8• CONNECTION
BRACKETS
6063T6
ALUM ALLO1
T=0.060'
L9
BRACKET USED W/ 3'x8'
AND 3'x3' RAFTERS
_. _..
i ....... ....
Ahrn•able Trip Width
No. of tJ8 Screw s ....... .
_.
Wind .
j Speedt(n) ;Header
_. Z..
2. 4 5
90 tAPH
0.032
Double 2x6
12' 15' :.15'_. _ 15'
------
ExPC-
- 0.4
0.0422
0.04_7'x3"x8.
___ 8'_
.._.
_...-.
_-._..._.
0.042
__...-._._._
Cbubte._3x8_
15' 15' 15' 15'
110
0.032
Double 2x6
8' 1_17 15' 15'
....15.
---"--
ExpC
._..._....-
0.042
- -- - - .
O.G47'x3"x8"
._.....,...8.._,_ lU
5' , :..........__....-_......_
O O ON EACH SIDE OF POST.
0.042
Double 3x8
10' 15' 15' 15'
M. of a14 S revs'. .
F1 WAFIj
0.032
1 Cauble 2x6
T j ? 15 . ; is .
pC
�
0_04_
7
0.04_'x3
5' 7 10_ _13
L=
0.042
Double 3x8
10' 15'
USE TWO #14 SMS WHEN
ATTACHING TO STEEL C BEAMS.
130 MPH REQUIRES THREE
#14SCREWS FOR TRIB WIDTHS
OVER 10'
SEE TABLE 7.6 FOR - - - L= 1.92• FOR 2' X 6 1/2' RAFTERS
L= 2.92'- FOR 3' X 8' RAFTERS
REQUIRED FASTENERS
_ X NCO
�. 1' TYP. 1 0
.048 MIN. ° r TWO #8 SMS
q• EACH SIDE
ASTM A-653 Fy=40 KSI 1 1/ •FOR 2 X RAFTERS
LS STEEL CONNECTOR FOR WOOD POST CONNECTION -, 2 3 4' FOR 3 X RAFTERS
ONE #U SMS LALH . *�
RAFTER/LATTICE
INTERSECTION
TTICE
3- x 3' METAL PDST -
UM. RAFTER
L6 LATTICE TO RAFTER CONN.
,
1/4' LAG SCREW W/ 2.25' WOOD LEDGER- 2 X DEPTH
EMBED INTO WOOD STUD OF RAF19
SEE TABLE 7.6 COLUMN
ANC4 FOR OUANTITYt7WISISDME
ALUM.
EXISTING RAFTER
STRUCTURE RAFTER HANGER
(DETAIL L7)
2- 010 X 1"SC
EACH SIDE
L10 ALTERNATE RAFTER TO WALL CONN.
STUD
1' rein
3/8' LAG SCREWS
(2.5' OF PENETRATION
INTO WALL STUD)
3' X 8' ALUM
RAFTER BRACKET
(6063-T6 ALUM. ALLOY, Y= 0.060'
L7 RAFTER HANGER /
9 /4"B❑LTS ASTM A307 OR #14 SELF
1.R LLING SCREWS SEE BELOW FOR QTY
3 10 -I 1' MIN
G O
0 0
P 1' NIN O O 5'
n O O
0.72 h71.56-0.72 r
10.93 -
0.7
0.20
O.37 --j==[7
0.72
—� 0.17 T
t = 0.032' ALUM '
= 0.040' ALUM
= 0.041' STEEL
L11 3" ALTERNATE POST
(3004 H36 ALUM.. ALLOY OR
A-653 Fy=40 KSI STEEL)
i
__— 3' X 8' ALUM HEADER
L15 O POST ALTERNATIVE FOR
SLAB ATTACHMENT ONLY
#14 SELF -DRILLING SCREW
MAXIMUM WIND CONDITION IS 105
MPH EXPOSURE C
- 4/27/2009
Engineers Stamp
t
n
DOUBLE OR 3'X8' STEEL CC BEAM. BOLT
LAYOUT FOR SPLICED AND NON -SPLICE
ATTACHMENT
UP TO 25 PSF USE FOUR BOLTS
30 PSF USE 6 BOLTS OR 12 SCREWS
40+ PSF USE 10 BOLTS
ALUM RAFTERS s o a
0 0
0,032'x2'x6.625'
DOUBLE HEADER
0.032'x3'x3'
ALUM POST
. 2'
EIGHT #14 SMS
L12 O
0,042'x3'x8' .10 6'
DOUBLE HEADER
0.041'x3'x3'
STEEL POST
' AmeTnna 5208 TENNYSON PARKWAY
SUITE 100
RL7LUPVG PRODLCfS. ISG PLANO, TEXAS 75024:
BEJ/CP
NTS Comeonent Parts &Connection Details
For Patio & Commercial Lattice Structurr
LTO 1-2006 1 of 3
3' x 3' METAL. POST:
3- x 3' METAL PDST -
DETAIL L25
,
EIGHT 114 SMS
EIGHT $14 SMS
L13
_
TWO 3/8'x4' EMBEDMENT L7¢
TVO 3/8' A-307 BOLTS WITH
1.5.0 WASHERS UNDER BOTH HEA
O O
LAG SCREW V/ L25'0, ONE
O
AND NUT. ONE ON EACH SIDE lli
O O ON EACH SIDE OF POST.
O O
POST.
1' rein
TIMBER FLOOR JOIST DECKING ISADE G AS FIR
UTILITY
OR HEADER
ATTACHED STRUCTURE
POST
ATTACHED STRUCTURE POST TO DECKING
THESE DETAILS ARE
TO DECK FLOOR JOIST SEE GENERAL NOTE #19 AND
LIMITED TO 90 mph
LATTICE NOTE #3
EXPOSURE B AND C
UNITS MUST COMPY WITH TABLES
L1 AND L2 ON SHEET M5
1' rein
3/8' LAG SCREWS
(2.5' OF PENETRATION
INTO WALL STUD)
3' X 8' ALUM
RAFTER BRACKET
(6063-T6 ALUM. ALLOY, Y= 0.060'
L7 RAFTER HANGER /
9 /4"B❑LTS ASTM A307 OR #14 SELF
1.R LLING SCREWS SEE BELOW FOR QTY
3 10 -I 1' MIN
G O
0 0
P 1' NIN O O 5'
n O O
0.72 h71.56-0.72 r
10.93 -
0.7
0.20
O.37 --j==[7
0.72
—� 0.17 T
t = 0.032' ALUM '
= 0.040' ALUM
= 0.041' STEEL
L11 3" ALTERNATE POST
(3004 H36 ALUM.. ALLOY OR
A-653 Fy=40 KSI STEEL)
i
__— 3' X 8' ALUM HEADER
L15 O POST ALTERNATIVE FOR
SLAB ATTACHMENT ONLY
#14 SELF -DRILLING SCREW
MAXIMUM WIND CONDITION IS 105
MPH EXPOSURE C
- 4/27/2009
Engineers Stamp
t
n
DOUBLE OR 3'X8' STEEL CC BEAM. BOLT
LAYOUT FOR SPLICED AND NON -SPLICE
ATTACHMENT
UP TO 25 PSF USE FOUR BOLTS
30 PSF USE 6 BOLTS OR 12 SCREWS
40+ PSF USE 10 BOLTS
ALUM RAFTERS s o a
0 0
0,032'x2'x6.625'
DOUBLE HEADER
0.032'x3'x3'
ALUM POST
. 2'
EIGHT #14 SMS
L12 O
0,042'x3'x8' .10 6'
DOUBLE HEADER
0.041'x3'x3'
STEEL POST
' AmeTnna 5208 TENNYSON PARKWAY
SUITE 100
RL7LUPVG PRODLCfS. ISG PLANO, TEXAS 75024:
BEJ/CP
NTS Comeonent Parts &Connection Details
For Patio & Commercial Lattice Structurr
LTO 1-2006 1 of 3
ALTERNATE 3' SQ POST 3/8' BOLTS W/ 1' DIA.
L16
CONNECTOR BRACKET x 3/32' THK. STL. WASHER
(6063T6 ALUM)"T❑ 8' STEEL 'C' BEAM
IF DETAIL L29 IS NOT 5.5SEE TABLE 7.4 COLUMN 'N'
"
USED ATTACH SIDE FOR QUANTITY
PLATES AS PER DETAIL 1.s7s' —{— 2.35FOR SELF DRILLING
I SCREWS
SEE TABLE 7.4
L26 I rI, _ I r}, V COLUMN '0'.
0.1001-
0.750"
1
2.5"
' 1.
RAFTER
0.750-
.060 —
3/8' BOLTS SEE TABLE 7.3 COLUMN 'H'
Solid Go e -r Wind
FOR QUANTITY
(24"6lc)
OR #14 SELF DRILLING SCREWS .
0.041x3'x3' STEEL POST
SEE TABLE 7.3 COLUMN 'G'
/\
FOR QUANTITY
DETAIL 3" X 8" - 1 FOR ATTACHED STRUCTURES
POST TO WRAPPED 3" X 8" X 12 or 16 GA.L19 HEADER SPLICE -DETAIL 2- 114 SI
'C' BEAM HEADER CONNECTIONS EACH SIDE
3" X 8' HEADE
3"X 8" BOX
BEAM WRAP
3'x8' 12 (t=0.105') OR
16 GAUGE (t=0.059')
STEEL C BEAM
Fy= 50 KSI
aL18 3" X 8" X 12, 16 GA. STL. 'C' BEAM
WRAP W/ 3" X 8" ALUM. BOX BEAM
3" OR 4"
I�
3" or 4" OR
1.-
3' OR 4' ASTM A500
L21 GRADE A STEEL POST
2' x 4' Stud J
TWO J"O X4" RAFTER
LAG SCREWS
DETAIL "A"
2"x FASCIA 2"x WOOD FRAMING
DOUGLAS FIR -LARCH
SEE DETAIL (NORTH) (/2 OR BTR
'A' ORIGHT '
HANGER
STRUMURAL
PANEL:::)n
FOR MAXIMUM
FOR FA�STENM OVERHANG SEE
SMMULE SCHEDULE O RIGHT
L17 ALTERNATE EAVE ATTACHMENT
O
2- 2" X 6 1/2' SIDEPIATES
ONE EACH SIDE OF
COLUMN
Seal with permanently
flL>xlble & waterproof
sealant
x 6' Ledger
1.00'min.
I I NOV 18 1009
xNTEERRE D oON OST UST BE 14 S M S
�- ,-3"X 8" BOX
L BEAM HEADER
3"X 3" �I �, ALUM. "H"
POST 6" BRACKET
�- 3"X 3" ALUM.
POST
V060
• - " `- 3/8' Lag Scrw ��
ATTACH LATTICE CO �T
3.5' MIN AS PER L7 '9
Completely Seal with
permanently flexible &
waterproof sealant
2.5' MIN PENETRATION LOVmin.STUCCO
INTO WOOD FRAMING 1
ATTACHMENT DETAIL
L22 WITH LEDGER BOARD
MAX DISTANCE TO FIRST ROW OF POSTS "L"
LivelSnow Load
RAFTER
SIZE
EAVE OVERHANG
Sheathing
Solid Go e -r Wind
(24"6lc)
1T 19' '24.' 30"
36"
2•-
C -D MPH Exp B
2x6
27-G
22'-0'
17-4'
1 S -T
9-6
2x6
27.6
22'.6
=.a
22'-0'
27.6
PO MPH Exp C
2z6
c •G
22'-0'
15-1'
2'-4"
19-1'
_0'-2' .
T -T
?x8
7'-G
22'-0'
27-0'
27-G
27•G
20 pA
2x4
6'6"
4'-9
Z-8
1'-3-
0' •1 .
t05 MPH Ezp 6
_
2x6
12.4
12'4'
9•8'
6'40-
4'
2x8
7
.. .
.......
._...._
.. ..._
_ .. _ ...__..__..
.._. ... ..
_.._.. ...._. ._
105 A1PH Ezp C
.......
2x6
13.7
11'•3"
---
2x8
--
13-77
- - . _'
13'-T
13'-7*
11'-10'
9-1-
30 139
iio0HExp C
2X6
11'•1'
9-7
6.1•
4'•1'
72
tr-a'
r.a'
1'-4'
11'.4"
9,-6,
a'-6'
T r
40 pSt.._
2x4
3'-10'
1'1.0'
-..
0-8'
0'•0-
0'-0'
.... .
..
2x6
_..
T•10'
6--T
4'-7
7.7'
1 '•4'
2x8
8'4'
8'4'
8'-4'
6-7-
1 4'•8•
60 p9
2x4
2'•3'
G-10'
G-0'
-0
0''
0' -0•
2(e
4'-
T -i6-
7.2'
i'-6'
o'•r
2x8
8'-9'
S -O'
S-3'
3.-8.
59'
xNTEERRE D oON OST UST BE 14 S M S
�- ,-3"X 8" BOX
L BEAM HEADER
3"X 3" �I �, ALUM. "H"
POST 6" BRACKET
�- 3"X 3" ALUM.
POST
V060
• - " `- 3/8' Lag Scrw ��
ATTACH LATTICE CO �T
3.5' MIN AS PER L7 '9
Completely Seal with
permanently flexible &
waterproof sealant
2.5' MIN PENETRATION LOVmin.STUCCO
INTO WOOD FRAMING 1
ATTACHMENT DETAIL
L22 WITH LEDGER BOARD
Synthetic Stucco or
other non-structural covering
U' max. thick)
Sheathing
SEE ALLOWABLE DISTANCE TO
FIRST ROW OF POSTS IN
TABLE 7.7
3''
4/27/2009
Engineer's Stamp
, L23
)"
ALUMINUM "H" BRACKET FOR
CONNECTING POST TO HEADER
(6063T6 ALUM ALLOY)
THIS DETAIL MAY ONLY BE
USED WITH DETAIL L29
I ' 1 ullel l` SUITE 1E00 YSON PARKWAY I
'B[Ai.D1C PRODOCTS. IKC. PLANO, TEXAS 75024
BEJ/CP
NTS Comeonent P
For Patio &
n LT02-2006
ection Detat
Lattice Stru
2 1/8" + 2 1/8' --II FOUR #14 SD SCREWS EACH SIDE FOR 90 i 4" m'n 4- #14 SMS
I f;r I 'MPH,EXP C_SLAB AND UP TO d=28' FOOTING.') 0.042"x3'�x8 EACH SIDE
TWO 3/8' 'BOLTS-,FOR 90.MPH;EXP B,'-AND HEADER
FOOTINGS UP TO d=24'
THREE 3/8' BOLTS FOR FOOTINGS UP TO
d=28' AND 90 MPH EXP C p
o.o2a' l 6„ MIN 12� so"
0.024" 0.024
SEE GENERAL NOTE #11
2"X 61/2 .024" ♦ 80 3.00•
ALUM. SI TE 1�.
ti
9° 3"X 3" 2"X 6.625" -
s 5/8" 3 L25 S, 2P' POST I SIDEPLATES„ r, 8°;+ Est ER I 0.094 F�� 25� I �1.0'
4�R
LUM. FOOTING CONNECION #14 x 3/4' TEK
°ALUMINUM BRACKET FOR CONNECTIONGRACKET FOUR— #14 SMSPOST T❑ FOOTING OR SLAB EACH SIDE, SPACED EVENLY +
3.(6063—.T6 ALUM ALL❑Y)+;SINGLE SPAN ATTACHED UNITS ONLYJREQUIRES SIDEPLATES AS SHOWN IN DETAIL L26 - -G v 1Jj �c•�E, 0'—
- -
_ 3"x3" ALUMINUM RAFTER '+ �y �y 3" ALTERNATE POST CONN. BRACKETS
ZXSQUARE COLUMN ALTERNATE 1.5 1 �� 1-1 (STEEL A-653 Fy=40,000 PSI)
(3105-H26 ALUM. ALLOY) 3'X3' °. I. IDEPLATES
OL24 ' L30 RAFTER IF #10 OR #14 SMS 19
tt 2' x 6.5' SIDEPLAT£S / O ATTACHMENT LATTICE HEADER
- ---E3004-H36 ALUM. ALLOY) /f NOV
TOP MOUNT BRACKET MAX "L" FOR K ING OR ATTACHED
_. .. Q TO POST STEEL POST
OR SIDE MOU CTION DETAIL
Lattice or /16" STEEL Fy = 36 ksi
Solid Panels TRUSS/RAFTER
0.042'x3'x8" HEADER 8" BRACKET IS 1.25' WIDE Liv.e O- ' I
LivlC SPACING L29 �
. Alun. Bracket L Load 16" olc 24"o /c -
(0.0601) - \� 8" 10
ALUM ` 2X8 LEDGER'WARD (� i
Alun. Bracket
RAFTER NMNGO /10.1 s' we.e 20
Lattice or 9 SMS 12" MIN D � D 4
Solid Ponel� 6" MIN (0.060') TOP MOUNT
dao NOT ALLOWED IN"x9" STEEL
L. z� SNOW L❑AD AREAS, ` BAR EMBEDDED
#8 SMS •� 3' x 8' Header #2 ATTACH PER 9" DEEP 2' �. 4
3' x 8' Header #1
(0.042') TABLE 7.5
(0.042') 2' x 6' Side. Plate EXISTING EAVE 9„ _
FOUR #14 SMS WOOD FRAMING
EACH SIDE FO 2" MIN #14 SMS ALL HOUSE PENETRATIONS ALUM 4
EACH HEADER I I MUST BE COMPLETELY AND RAFTER i CONCRETE FOOTING
3' x 8' Header #1 PERMANENTLY SEALED #1oxI5' SCREWS �y ESS
1 (0.042') 6 PULES a PUT F CONSTRAINED FOOTINGS REQUIRE A 3.5' -
3'x3" POST I I 3"x3" POST• 3/16" ASTM A36 y .VP (� CONCRETE SURFACE SLAB
I I STEEL BRACKET � 1 1 m
2x6.5" SIDEPLATE 1" SPACING LU C'6 13 j1
i I BETWEEN SCREWS IE MOON H ACKET EXF 2009'1
L2H � ' * ' •• 5208 TENNYSON PARKWAY
BCALUI�f. PRODUCTS, INC SUITE 100
EAVE ATTACHMENT 3/4' P� PLANO, TEXAS 75024
L27 ALTERNATIVE SPLICE FOR ATTACHED UNITS oFcat1F
EAVE OVERHANG AND Trrc
q 1 Mi MT Ai sn rrimpi Y BEJ/CP
NTS For
Parts. & Connection Details
For Patio & Commercial Lattice Structures
LT03-2006 3 of 3
4/27/2009
Engineer's Stamp
PRINTED ON 4/29/2009
SOLID COVERS 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES
2.5" x6" Su er Six Multis an 3.5"x12" Su er 12 Multis an
Ground Panel I Wind Speed and Exposure Ground Panel Wind Speed and Exposure
Snow Load Gauge Exp B Exposure C now Load Gauge Exp B I Exposure C
s
in
90
90 105 110
10
0.018
11'-1"
10'-11"
9'-4"
8'-11"
LIVE
0.024
13'-7"
13'-7"
11'-7"
11'-1"
0.032
0.032
17•_1•,
17•_1"
14•_7"
13,_11
0.036
0.036
18,_8•,
18•_8'•
16•_1„
15•_4"
20
0.018
7'-11"
T-11"
7'-11"
7'-11"
LIVE
0.024
9'-10"
9'-10"
9'-10"
9'-10"
0.032
0.032
12•_4••
12•_4„
12•_4••
12'-4-
0.036
0.036
13•_7,
13•_7••
13•_7•,
13•_7••
25
0.018
7'-8"
7'-8"
7'-8"
7'-8"
0.024
0.024
9•_7••
9.7,
9'-7"
9'-7"
0.032
0.032
12•_1"
12•_1"
12._1"
12,_1"
0.036
0.036
13'-3"
13'-3"
13'-3"
13'-3"
30
0.018
7'-0"
T-0"
7'-0"
7'-0"
0.024
0.024
8'-9"
8'-9"
8'-9"
8'-9"
0.032
0.032
11•_0••
11'-0"
11,_0„
11,_0,•
0.036
0.036
12•_7•
12,_7•
12•_2••
12•_2•,
40
0.018
6'-1"
6'-1"
6'-1"
6'-1"
0.024
0.024
7'-7"
7'-7"
7'-7"
7'-7"
0.032
0.032
9'-7"
9'-7"
9'-7"
9'-7"
0.036
0.036
10•_7"
10•_7"
10•_7"
10•_7•
60
0.018
4'-11"
4'-11"
4'-11"
4'-11"
0.024
0.024
6'-3"
6'-3"
6'-3"
6'-3"
0.032
0.032
7'-10"
7'-10"
7'-10"
7'-10"
0.036
0.036
8'-8"
8'-8"
8'-8"
8'-8"
TABLE 4.1
ps
in
90 90 105 110
10
0.018
9'-5"
8'-3"
6'-4"
5'-10"
LIVE
0.024
14'-2"
13'-8"
11'-3"
10'-7"
11'-1"
0.032
19'-6"
19•_6••
16•_7"
15•_9"
13,_11„
0.036
20•_10,•
20'_10••
18•_9„
17,_11•,
20
0.018
5'-9"
5'-9"
5'-9"
5'-9"
LIVE
0.024
9'-7"
9'-7"
9'-7"
9'-7"
11'-1"
0.032
13'-9"
13•_9•,
13•_9••
13,_9,•
13•_11"
0.036
15'-0"
15'-6"
15'-6"
15'-6"
25
0.018
5'-6"
5'-6"
5'-6"
5'-6"
8'-11"
0.024
9'-4"
9'-4"
9'-4"
9'-4"
11•_1"
0.032
13'-5"
13'-5"
13'-5"
13'-5"
13•_11,•
0.036
15•_2••
15•_7•
15,_2••
16_2••
30
0.018
4'-9"
4'-9"
4'-9"
4'-9"
8'-11"
0.024
8'-4"
8'-4"
8'-4"
8'4"
11'-1"
0.032
12,_2•,
12•_7•
12,_2"
12•_2••
13•_11••
0.036
13'-9"
13,_9••
13•_9••
13•_9,•
40
0.018
3'-9"
3'-9"
3'-9"
3'-9"
8'-3"
0.024
6'-11"
6'-11"
6'-11"
6'-11"
10'-10'
0.032
10'-5"
10'-5"
10'-5"
10'-5"
13'-5"
0.036
11,_10,•
11,_10„
11,_10"
11•_10"
60
0.018
2'-7"
2'-7"
2'-7"
2'-7"
6'-10"
0.024
5'-2"
5'-2"
5'-2"
5'-2"
9'-3"
0.032
8'-4"
8'-4"
8'-4"
8'-4"
11'-4"
0.036
9'-6"
9'-6"
9'-6"
9'-6"
TABLE 4.2
(SINGLE SPAN TABLES
2.5"x6" Super Six (Single Span) 3.5"x12" Super 12 (Single Span
Ground Panel Wind Speed and ExposureGround Panel Wind Speed and Exposure
Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C
ps
in
90
90 105 110
10
0.018
13'-5"
10'-11"
9'-4"
8'-11"
LIVE
0.024
16'-9"
13'-7"
11'-7"
11'-1"
16'-0"
0.032
19•_8•,
17•_1,•
14•_7•,
13,_11„
8'-1"
0.036
20'-4"
18'-10"
16'-1"
15'4"
20
0.018
11'-2"
10'-5"
9'-4"
' 8'-11"
LIVE
0.024
14'-6"
13'-7"
11'-7"
11'-1"
14'-7"
0.032
15•_10••
15,_10••
14•_7,
13•_11"
15'-4"
0.036
16'-5"
16'-5"
16'-1"
15'-4"
25
0.018
11'-0"
10'-1"
9'-4"
8'-11"
16'-0"
0.024
14.3••
13'_3"
11•_7••
11•_1"
16'-11"
0.032
15,_7"
15•_7"
14•_7"
13•_11,•
5'-4"
0.036
16'-2"
16•_7•
16•_1••
15,4„
30
0.018
10'-3"
9'-9"
9'-1"
8'-11"
7'-7"
0.024
13'-1"
12'-6"
11'-7"
11'-1"
10'-5"
0.032
14,_9••
14'-9"
14•_7••
13•_11••
10•_7"
0.036
15'-3"
15'-3"
15'-3"
15'-3"
40
0.018
9'-0"
8'-9"
8'-5"
8'-3"
12'-1"
0.024
11'-5"
11'-3"
10'-11"
10'-10'
13'-8"
0.032
13'-5"
13'-5"
13'-5"
13'-5"
5'-2"
0.036
13•_11•
13•_11,•
13•_11.
13•_11••
60
0.018
7'-4"
7'-4"
7'-0"
6'-10"
7'-4"
0.024
9'-4"
9'4"
9'-4"
9'-3"
10'-2"
0.032
11'-4"
11'4"
11'4"
11'-4"
10'-4"
0.036
12•_1•,12'-l"
10'-5"
12•_1,
12.1"
TABLE 4.5
13'-0"
13'-0"
ps
in
90
90 105 110
10
0.018
11'-2"
8'-3"
6'-4"
5'-10"
LIVE
0.024
17'-5"
13'-8"
11'-3"
10'-7"
16'-0"
0.032
20,_1,•
19'-0"
16•_7••
15•_9••
8'-1"
0.036
20'-10"
20'-10"
18'-9"
17'-11"
20
0.018
6'-8"
6'-8"
6'-4"
5'-10"
LIVE
0.024
13'-3"
13'-3"
11'-3"
10'-7"
14'-7"
0.032
15'-4"
15'-4"
15'-4"
15'-4"
15'-4"
0.036
16'4"
1 16'4"
16'4"
1 16'4"
25
0.018
6'-4"
6'-4"
6'-4"
5'-10"
16'-0"
0.024
12'-11"
12'-11"
11'-3"
10'-7"
16'-11"
0.032
15'-0"
15'-0"
15'-0"
15'-0"
5'-4"
0.036
16'-0"
16'-0"
16'-0"
16'-0"
30
0.018
5'4"
5'-4"
5'4"
5'4"
7'-7"
0.024
11'-10"
11•_10••
11•_3"
10•_7••
10'-5"
0.032
13'-9"
13'-9"
13'-9"
13'-9"
10•_7"
0.036
14•_7•
14,_7••
14•_7•,
14,_7•
40
0.018
4'-0"
4'-0"
4'-0"
4'-0"
12'-1"
0.024
9'-5"
9'-5"
9'-5"
9'-5"
13'-8"
0.032
11'-11"
11'-11"
11'-11"
11'-11-
5'-2"
0.036
12'-8"
12'-8"
12'-8"
12'-8"
60
0.018
2'-8"
2'-8"
2'-8"
2'-8"
7'-4"
0.024
6'-4"
6'-4"
6'-4"
6'-4"
10'-2"
0.032
9'-9"
9'-9"
9'-9"
9'-9"
10'-4"
0.036
10'-5"
10'-5"
10'-5"
10'-5"
TABLE 4.6
IAPMO ES REPORT #0113 1v0V + 8 2009
2.5" x 12" Mark X Multispan 2"x6" Flat Panel(Mull tispan)
Ground
Panel
Wind Speed and Exposure
10'-11"
Panel
Wind Speed and Exposure
Snow Load
Gauge
Exp B Exposure C
10•_2"
Gauge
Exp B Exposure C C
ps
in
90 90 105 110in
16'-0"
16'-0"
90 90 105 11
10
0.018
8'-1"
8'-1"
7'-7"
7'-3"0.018
FLIVE
10•_2••
11'-7"
11'-7"
9'-10"
9'.
LIVE
0.024
11'-3"
11'-3"
10'-2"
9'-8"0.024
8'-11"
7'-7"
14'-8"
14'-7"
12'-5"
11'-10'
9'-8"
0.032
15'-4"
15'-4"
13'-7"
12'-11"0.032
12'-8"
12'-8"
16'-4"
16'-4"
14'-11"
14'-5"
10•_11"
0.036
16'-0"
16'-0"
14'-6"
14'-0"0.036
11'-6"
11'-6"
16'-11"
16'-11"
15'-6"
15'-0"
20
0.018
5'-4"
5'-4"
5'-4"
5'-4"
20
0.018
8'-2"
8'-2"
8'-2"
8'-2"
LIVE
0.024
7'-7"
7'-7"
7'-7"
7'-7'
LIVE
0.024
10'-5"
10'-5"
10'-5"
10'-5"
7'-2"
0.032
10,_7••
10•_7"
10•_7••
10,_7"
9'-2"
0.032
13•_2••
13•_7,
13,_2„
13•_2„
15'
0.036
12'-1"
12'-1"
12'-1"
12'-1"
0.032
0.036
13'-8"
13'-8"
13'-8"
13'-8"
25
0.018
5'-2"
5'-2"
5'-2"
5'-2"
25
0.018
8'-0"
8'-0"
8'-0"
8'-0"
MAX
0.024
7'-4"
7'-4"
7'-4"
T-4"
0.032
0.024
10'-2"
10'-2"
10'-2"
10'-2"
MAX
0.032
10'-4"
10'-4"
10'-4"
10'-4"
0.036
0.032
13'-0"
13'-0"
13'-0"
13'-0"
15'
0.036
11,_9,•
11•_9"
11'-9"
11•_91•
0.036
0.036
13•_6••
13•_6"
13,_6"
13•_6,•
30
0.018
4'-7"
4'-7"
4'-7"
4'-7"
30
0.018
7'-3"
7'-3"
7'-3"
7'-3"
MAX
0.024
6'-7"
6'-7"
6'-7"
6'-7"
0.036
0.024
9'-3"
9'-3"
9'-3"
9'-3"
MAX
0.032
9'-4"
9'-4"
9'-4"
9'-4"
0.032
11'-10"
11'-10"
11'-10"
11'-10"
MAX
0.036
10•_8••
10•_8"
10•_8"
10•_8„
0.036
12•_8••
12•_8,•
12•_8,•
12•_8„
40
0.018
3'-9"
3'-9"
3'-9"
3'-9"
40
0.018
6'-3"
6'-3"
6'-3"
6'-3"
0.024
5'-6"
5'-6"
5'-6"
5'-6"
0.024
8'-0"
8'-0"
8'-0"
8'-0"
0.032
7'-10"
7'-10"
7'-10"
7'-10"
0.032
10'-3"
10'-3"
10'-3"
10'-3"
0.036
9'-0"
9'-0"
9'-0"
9'-0"
0.036
11'-3"
11'-3"
11'-3"
11'-3"
60
0.018
2'-9"
2'-9"
2'-9"
2'-9"
60
0.018
5'-0"
5'-0"
5'-0"
5'-0"
0.024
4'-2"
4'-2"
4'-2"
4'-2"
0.024
6'-6"
6'-6"
6'-6"
6'-6"
0.032
6'-2"
6'-2"
6'-2"
6'-2"
0.032
8'-4"
8'-4"
8'-4"
8'-4"
0.036
7'-1"
T-1"
7'-1"
7'-1"
0.036
9'-2"
9'-2"
9'-2"
9'-2"
TABLE 4.3 TABLE 4.4
NOTE: PANELS MAY OVERHANG 25% OF THEIR CLEARSPAN
2.5" x 12" Mark X Si
Ground Panel
Snow Load Gauge
ps in
10 0.018
LIVE 0.024
0.032
0.036
20 0.018
LIVE 0.024
0.032
25
30
40
60
0.018
0.024
0.032
0.036
0.018
0.024
0.032
0.018
0.024
0.032
0.036
0.018
0.024
0.032
le Span
Wind Speed and Exposure
Exposure C
90 90 105 110
10'-11"
8'-11"
7'-7"
T-3"
14•_2••
11•_11"
10•_2"
9'-8"
15'-6"
15•_6••
13•_7••
12•_11••
16'-0"
16'-0"
14'-6"
14'-0"
9'-5"
8'-11"
7'-7"
7'-3"
11'-4"
11•_4'•
10•_2••
g'-8"
12•_5••
12•_5••
12•_5"
12'-5"
12'-11"
12'-11",12'-11"
9'-1-
12•_11
9'-3"
8'-11"
7'-7"
7'-3"
11•_1"
11•_1"
10•_2••
9'-8"
12•_3"
12•_3••
12•_3"
12'-3"
12'-8"
12'-8"
12'-8"
12'-8"
8'-5"
8'-5"
7'-7"7'-3"
10•_11"
101_11•
10•_1"
10•_1 •
9-8
11'-6"
11'-6"
11'-6"
11'-6"
12'-0"
12•_0"
12-
2_7'-4"
7'-8-
7-4"
7'-4"
7'-4"
7'-3"
8._9..
8._9.
8,_9..
8,_9..
10'-5"
10'-5"
10'-5"
10'-5"
10'-11"
10'-11"
10'-11"
10'-11"
5'-4"
5'4"
5'-4"
5'4"
7'-2"
7'-2"
7'-2"
7'-2"
8'-6"
8'-6"
8'-6"
8'-6"
9'-2"
9'-2"
9'-2"
9'-2"
TABLE 4.7
2'x6" Flat Panel (Sin le Span
Ground I Panel Wind Speed and Exposure
Snow Load I Gauge Exp B I Exposure C
10 0.018
LIVE 0.024
0.032
0.036
20 0.018
LIVE 0.024
0.032
0.036
25 0.018
0.024
0.032
0.036
0.024
0.032
0.036
40 0.018
0.024
0.032
0.036
60 0.018
0.024
0.032
90 90 105 110
13'-3"
11'-7"
9'-10"
9'-5"
15.0
14 _7
12.5"
11 _10
16•_4••
16•_4•
14•_11••
14•_5••
16'-9"
16'-9"
15'-6"
15'-0"
10'-0"
9'-9"
9'-4"
9'-1"
12'-0"
12'-0"
11'-11"
11'-9"
13•_2"
13•_2••
13,_2"
13•_2"
13•_8••
13•_8••
13'-8"
13'-8"
9'-10"
9'-7"
9'-1-
9--0-
.-0"11'-10"
11'- 10"
11'-10"
11'-8"
11'-7"
13'-0"
13'-0"
13'-0"
13'-0"
13'-6"
13'-6"
13'-6"
13'-6"
9'-0"
9'-0"
8'-7"
8'-6"
11•_7•
11•_2••
11•_1"
10•_11"
12•_3••
12•_3••
12•_3••
12•_3••
12'-8"
7'-9"
7'-9"
7'-8"
T-9"
T-9"
7'-8"
7'-8-
91-101,
9'-10"
9'-10"
9'-10"
11•_2••
11•_2••
11•_2••
11•_7•
11'-7"
11'-7"
11'-7"
11'-7"
67"
6'-4" 1
6'-4 "
6 '-4"
8'-0"
8'-0"
8'-0"
8'-0"
9'-7" 9'-7" 1 9'-7" 9'-7"
10•_2" 10.2 10,_2• 10•_2••
TABLE 4.8
le 2x6.625
0.018
t,
10'
_ nVR
813
t
ESS'
l.
eri a ildin Produ
��o Pur
2 ay
a o, ex s 24
rn
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7'
.i,
EXP. 2009,
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(43 8 -
5'
cart utnam omcast.net
MAX
4'
4/27/2009
MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#10 SCREWS
FOR PANEL/HEADER COMBINATIONS Table 4.9
3x8
Panel
# of #10 screws per foot
to attach panel to header
Headers
GaUgE
2 I 3 I
4 2
I 3 I 4 1 2 I 3 I 4 I 5
5'
in
90m hEx
B 90m
hExpC 110m hEx C
le 2x6.625
0.018
7'
10'
MAX
5'
8'
MAX
4'
5'
7'
MAX
RF Fascia
0.018
7'
MAX
MAX
5'
MAX
MAX
4'
5'
MAX
MAX
3x8
0.018
7'
10'
MAX
5'
8'
MAX
4'
5'
7'
MAX
All Others
0.018
7'
10'
MAX
5'
8'
MAX
4'
5'
7'
MAX
le 2x6.625
0.024
9'
13'
MAX
7'
11'
MAX
5'
7'
10'
MAX
RF Fascia
0.024
9'
MAX
MAX
7'
MAX
MAX
5'
MAX
MAX
MAX
3x8
0.024
9'
13'
MAX
7'
11'
MAX
5'
7'
10'
MAX
All Others
0.024
9'
13'
MAX
7'
11'
MAX
5'
7'
10'
MAX
le 2x6.625
0.032
9'
14'
MAX
7'
11'
15'
5'
7'
10'
12'
RF Fascia
0.032
MAX
MAX
MAX
8'
MAX
MAX
6'
8'
MAX
MAX
3x8
0.032
11'
MAX
MAX
9'
13'
MAX
6'
9'
12'
MAX
All Others
0.032
12'
MAX
MAX
10'
15'
MAX
6'
10
13'
MAX
le 2x6.625
0.036
9'14'
MAX
MAX
7'
11'
15'
5'
7'
10'
12'
RF Fascia
0.036
10'
MAX
MAX
8'
MAX
MAX
6'
8'
MAX
MAX
3x8
0.036
11'
MAX
MAX
9'
13'
MAX
6'
9'
12'
MAX
All Others
0.036
13'
MAX
MAX
11'
MAX
MAX
7'
11'
MAX
MAX
'MAX' means the maximum possible tributary width
MUM ALLOWABLE TRIBUTARY WIDTH AND#14 SCREWS
PANFL/HFADFR rOMRINATIONS Table 4.10
Panel
# of #14 screws per foot to attach panel to header
Headers
Gaug
2 I 3'2 I 3 I 2 I 3 I 4
in
90 mph Ex B 90 mph Ezp C 110 mph Exp C
Dble 2x6.625
0.018
9'
MAX
8'
MAX
5'
8'
MAX
RF Fascia
0.018
MAX
MAX
MAX
MAX
5'
MAX
MAX
3x8
0.018
9'
MAX
8'
MAX
5'
8'
MAX
All Others
0.018
9'
MAX
8'
MAX
5'
8'
MAX
Dble 2x6.625
0.024
12'
MAX
10'
MAX
7'
10'
MAX
RF Fascia
0.024
MAX
MAX
MAX
MAX
7'
MAX
MAX
3x8
0.024
12'
MAX
10'
MAX
7'
10'
MAX
All Others
0.024
12'
MAX
10'
MAX
7'
10'
MAX
Dble 2x6.625
0.032
12'
MAX
10'
MAX
7'
10'
MAX
RF Fascia
0.032
MAX
MAX
MAX
MAX
8'
MAX
MAX
3x8
0.032
15'
MAX
12'
MAX
8'
12'
MAX
All Others
0.032
MAX
MAX
13'
MAX
9'
MAX
MAX
Dble 2x6.625
0.036F12"
TMAX
10'
MAX
7'
10'
14'
RF Fascia0.036
MAX
MIAXI
MAX
MAX
8'
MAX
MAX
3x8
0.036
1
15'
MAX
12'
MAX
8'
12'
MAX
All Others
0.036
MAX
MAX
MAX
MAX
10'
MAX
MAX