BPAT2015-0037VOICE (760) 7.77-7125
78-495 CALLE TAMPICO D"
-
FAX (760) 777-7011
LA QUINTA, CALIFORNIA 92253 COMM UNITY.DEVELOPMENT
DEPARTMENT INSPECTIONS (760).777-7153
BUILDING PERMIT
Date. 6/17%2015
Application Number: '• BPAT201S-0037
Owner:
" Property Address: 81196 VICTORIA LN
DANIEL ZECH"
" APN: 764430020
81196 VICTORIA
..
Application Description:. ZECK RESIDENCE PATIO COVE_ R 88SF
LA QUINTA, 92253
Property Zoning:
P
cm
o
Application Valuation: $1,200.00
o
z
UJ
g o.
Applicant:
Contractor:
'
o Ed
' GOLD STAR CSTM PTG LQ PATIO CO
ANILOM INC DBA GOLD STAR -L
o
OUTSIDE CITY LIMITS �
42-335 WASHINGTON STREET
�
U
z
LA QUINTA, CA 92253
SUITE F363
PALM DESERT, CA 92211.
(760)641-7544
Llc. No.: 855623
LICENSED CONTRACTOR'S DECLARATION
WORKER'S COMPENSATION DECLARATION "
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter'
I hereby affirm under penalty of perjury one of the following declarations:
9 (commencing with Section 7000) of Division 3 of the Business d Professions Code,
I have and will maintain a,certificate of consent to self -insure for workers'- .
and my License is in full force and effect. /
compensation, as provided for by Section 3700 of the Labor Code, for the performance
license Class: C33 C51 License No.: 855623
of the work for which this permit is issued.
I have and will maintain workers' compensation insurance, as required by
' Date: (Y . ��/ l3 Contractor,
Section 3700 of the Labor Code, for the performance of the work for which this per
-
is issued. My workers' compensation insurance carrier and policy number are:
' OWNER -BUILDER DECLARATION .
Carrier: Policy Number:_
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
I certify that in the performance of the work for which this permit is issued, I
- License Law for the following reason (Sec. 7031:5, Business and Professions Code: Any
shall not employ any person in any manner so as to become subject to the workers'
city or county that requires a permit to construct, alter, improve, demolish, or repair
compensation laws of California, and agree that, if.I should become subject to the
any structure, prior to its issuance, also requires the applicant for the permit to file a
workers' compensation provisions.of Section 3700 of the Labor e, I shall forthwith
"signed statement -that he or she is licensed pursuant to the provisions of the
comply with those provisions. "
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
Date: Applicant`.
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
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
($500).::
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
{� I, as owner of the property, or my employees with wages as their sole
ONE HUNDRED THOUSAND DOLLARS ($100,000)., IN ADDITION TO THE COST OF
compensation,'will do the work, and the structure is not intended or offered for sale.
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, .
(Sec. 7044, Business and Professions Code: The Coniractors' State License Law does not
INTEREST, AND ATTORNEY'S FEESt
apply to an owner of propertywho.builds or improves thereon, and who does the work
himself or herself through his or her own employees, provided that the improvements
APPLICANT ACKNOWLEDGEMENT
are not intended or offered for sale. If, however, the building or improvement is sold
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
within one year of completion;,the owner -builder will have the burden of proving that
the conditions and restrictions set forth on this application:
"heoi_she did not build or improve for the purpose of sale.).
1. 'Each person upon.whose behalf this application is made, each person at whose
(_) 1, as owner of the property, am exclusively contracting with licensed contractors',
request and for whose benefit work is performed underor pursuant to any permit.
to construct the project. (See. 7044; Business and Professions Code: The Contractors'..
issued as a result of this application ,.the owner, and the applicant, each agrees to; and
State License law does not apply to an owner of property who builds or improves,
shall defend, indemnifyand hold harmless the City of La Quinta,.its officers, agents, and
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to'
employees for any act or omission related to the work being performed under or
the Contractors' State License Law.j.
following issuance of this permit.
(_) I am exempt under Sec. B.&P.C. for this reason
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.
Date: Owner:
certify that I have read this application and state that the above in is correct.
CONSTRUCTION LENDING AGENCY
I agree to comply with all city and county ordinances and state laws relating to building
I hereby affirm under.penalty of perjury that there is a construction lending agency for
construction-, and hereby authorize representatives of.this city to e t upp the above
the performance of the work -for which this permit is issued (Sec. 3097, Civ. C:):•
mentioned property forinspection purposes.
Lender's Name: SS
i T
bate: �- Signature -(Applicant or -Ag n
" Lender's Address:
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Description: ZECK RESIDENCE PATIO COVER 88SF
OUTSIDE CITY LIMITS
LA QUINTA
Type: PATIO COVER" Subtype:
Status: UNDER REVIEW
Applied: 6/17/2015 MFA
Approved:
Parcel No: 764430020 Site Address: 81196 VICTORIA LN LA QUINTA,CA 92253
Subdivision: TR 30023-4 Block:
Lot: 141
Issued:
Lot Sq Ft: 0 Building Sq Ft: 0
Zoning:.
Finaled:
Valuation: $1,200.00 Occupancy Type:
Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0
No. Unites: 0
Details: PATIO COVER ON SIDE YARD 88 SF. SETBACK APPROVED PER PLANNING DEPT. [METALS BUILDING PRODUCTS SPECS] PER 2013.
CALIFORNIA BUILDING CODE
OWNER DANIEL ZECH
81196 VICTORIA
APPLICANT. GOLD STAR CSTM PTG LQ PATIO CO'-
OUTSIDE CITY LIMITS
LA QUINTA
CA
92253
CONTRACTOR ANILOM INC DBA GOLD STAR CUSTO
42-335 WASHINGTON
PALM DESERT
CA
92211
STREET
OWNER DANIEL ZECH
81196 VICTORIA
LA QUINTA
92253
Printed: Wednesday, June 17, 2015 11:05:09 AM 1 of 2
srsTrcMs
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DESCRITIOj
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PATIO COVER, STD,
101-00*00-42404
0
$97.17
$0.00
OPEN
PATIO -COVER, STD,
.
101-0000-42600
0
$95.72
$0.00
OPEN.PC
Total Paid forPATiO COVER / COVERED PORCH LATTICE $192.89 s0.00
SMI - RESIDENTIAL
101-000040308
0
$0.50 T
$0.00
Total Paid forSTRONG MOTION INSTRUMENTATION SMI: $0.50 $0.00
TO00 . . ................ ........... ..
NON-STRUCTURAL-IJIMJOHNSON 16/17/2015: I
6/24/2015 I I
1, WK
Printed. Wednesday, June 17, 2015 11:05:09 AM 2 of 2
CRWSYSTEMS
4
. City of La Quintd
Building a Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit
n
l
�
A P. Number.
Address:
Legal Description:
City, ST, Zip:
Contractor' U4 (, f G `
Tephone:
1
Bin #
. City of La Quintd
Building a Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit
n
PmjectAddress: / �� V if G irl,¢
Owner's Name:
A P. Number.
Address:
Legal Description:
City, ST, Zip:
Contractor' U4 (, f G `
Tephone:
Address: w&Skt .i'O . St j�
Project Description: »
City, ST, Zip: (M f't
pr, Cc div StCI+P
Telephone: 1 b(7 ;-7 o
State Lia #: City Lic. #,
N '
Arch., Engr., Designer
D
Address:
City., ST, Zip:
Telephone:~
Construction Type: Occupancy: -
State Lie. #: hw . .Y ':
Project type (circle one): New Add'n Alter Repair Demo
Name of Contact Person:.
Sq. FL:
# Stories:
# Units:
Telephone *,of Contact Person:
Estimated Value of ProjeR
' APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'd
TRACIGNG
PERMIT FEES
Plan Sets
`!
`Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Cheek Deposit ,
'Truss Calks.
Called Contact Person
Plan Check Balance,
Title 24 Caics.
Pians picked up
Construction
'
Flood plain plan
.Pians resubmitted
Mechanical
Grading plan
20° Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.L
H.O.A. Approval
Plans resubmitted
Grading'
IN HOUSE-
7n° Review, ready for correctionsfkssue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
---- ...------
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' - PAGES 6.0 POST^SPACINGS FOR PATIO AND COMMERCIAL COVERS IN HIGH WIND AREAS
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'2 PAGES Misc1a, Misc1b , 7.0 MISC DETAILS 's < - -
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1 PAGE Misc3 " �' 7.0 POST AND FASTENER_; ' • ;i., ;� '
REQUIREMENTS FOR ALL STRUCTURES ;_ • 4 r .,:
1 PAGE = Misc4 i 7.0 CONCRETE FOOTING OPTIONS '' t
2 PAGES IVisc5 7.0 REQUIREMENTS FOR LATTICE STRUCTURES( WITH SURFACEWOU,NTED POSTS ON CONCRETE SLABS OR FOOTINGS.
;.' 1'` PAGE .. Misc6 . "7.0 FORCES ON EXISTING STRUCTURES
y 1'aPAGE Misc7 , 7.0 STRUCTURAL,PROPERTIES OF BEAMS, FASCIA; PANELS`ANO RAFTERS FOR USE. BY DESIGN "PROFESSIONALS : r February24.2014--�', '•
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TRIB WIDTH
EXISTING
STRUCTURE
TRIBUTARY
WIDTH
DIAGRAM
PROJECTION
TRIB WIDTH -�
TRIBUTARY WIDTH
OVERHANG
PR❑JECTI❑N
TRIB WIDTH --� TRIBUTARY WIDTH
General)Nofes;
LJ_
DIC
1. Structural design per the 2012 International Building Code basic load combinations described in
TL . Section 1605.3.1-and•no increases are permitted for resisting wind or seismic forces. Aluminum
�"-`designein accordance with fhe 2010 edition of the Aluminum Associations's specifications and
Chapter 20 of the IBC:' Patio Covers as defined in IBC Appendix I shall be used only for
recreational;,outdoor living purposes and not,as carports, garages, storage rooms or habitable
rooms. Commercial Covers may be used for these purposes. Carports must have at least two
opens sides and have floor surfaces made of approved noncombustible material or asphalt.
2. At least one horizontal dimension (projection or width) of cover shall be less than 30'.
3. Concrete mix: Fc = 2500, 3000 or 3500 psi at 28 days in negligible, moderate and severe
conditions as shown in Figure 1904.2 of the 2012 IBC. Patio structures may be attached to
concrete slab without footings when the post load is 750 Ibf or less and the frost depth is zero.
Concrete shall be set back a minimum of 4" from edge or expansion joint of a slab. Posts
attached on slab will conform to Details LA35, MU100 or MU102.
4. Each application shall show a complete plot plan of the property and buildings. Circle the post
spacing, span, etc., in the tables that fit that e ob: °" -
5. Each installation shall bear an identifying de algivir tithe name an_d address of mfgr.,�live or
snow., load, design wind speed and exposur and ICC ,ESR number._ , .. ;
6. Light gauge steel shall be per ASTM A653 u IeA otherwise specified. 'Grade will'be 4pecified
under individual details. Thickness is bare,teel. Negative thickness tolerance is -5°/q.
7. Alternate alum. alloys may be substituted forkthose �specified provided they are ;refererficed in the
2010 ADM with equal or greater guarantee minimum properties (Ftu, Fry; Fcy and).
Thickness indicated is bare metal and nega ive tolerance mush cpmply with ANSI HA.2. 3004
H24 may be subsituted for 3004 H34. -------- - - - =N ' j
8. Lag screws shall be placed in holes preborec3`7Q% dram. For concrete block construction, place
masonry anchors as per the installation instructions.
9. Drainage which otherwise would go over a public sidewalk shall be collected and diverted under
sidewalk.
10. Structures may not be enclosed unless additional engineering is provided or by approval of the
local building authority.
11. A geotechnical investigation is not necessary unless required by 1803.2 of the 2012 IBC. Soil is
assumed to be Class 5 of Table 1806.2 of the 2012 IBC. Bearing 1500 psf vert., 100 psf/ft. horiz
and doubled as per 1806.3.4. These design values do not apply to mud, organic silts, organic
clays, peat or unprepared fills and may require further soil investigation. The building official may
assign a load bearing capacity. Units in a snow load area of 25 psf or less may be built on 1000
psf bearing soil w/o additional engineering. Minimum footing depth is the local frost depth.
ICC ESR 1953 (2012 IBC) 2/24/2014
12. The roof panels shall have a slope between 0.25" and 1" per foot.
13. All steel shall be galvanized ASTM A-653 G90, A123 G45 or A153 B-3, painted ASTM A755 or use an approved
coating complying with IBC section 2203.2. Paint inside of all embedded posts from the bottom to 12" above grade.
Where aluminum is 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
seperated in accordance with the Aluminum Design Manual Section M.7.
14. Wind velocity and Ground Snow/Live load are identified in all of the relevant tables. Roof snow loads have been
determined in accordance with ASCE7-10 Section 7.3. Ct=1.2, I = 1.0, Ce=1.0 (All exposures except B and C when
located tight among conifers)
Ground Snow LoadApplied Roof Load
10 psf i 10 psf LIVE OR GROUND SNOW
20 psf 20 psf LIVE OR GROUND SNOW
25 psf 21 psf DESIGN ROOF SNOW LOAD
30 psf 25.2 psf DESIGN ROOF SNOW LOAD
40 psf 33.6 psf DESIGN ROOF SNOW LOAD
60 psf 50.4 psf DESIGN ROOF SNOW LOAD
WIND SPEEDS IN THE 2012 IBC ARE "ULTIMATE DESIGN WIND SPEED." ALL STRUCTURES DESCRIBED IN THIS
REPORT ARE DESIGNED USING PRESSURES CALCULATED FROM "ULTIMATE DESIGN WIND SPEEDS" FOR
RISK CATEGORY II., FOR ATTACHED STRUCTURES THE MAXIMUM MEAN ROOF HEIGHT OF THE EXISTING
STRUCTURE IS 30'. Kzt WAS ASSUMED AS 1.0 FOR ALL WIND LOADS. SITE LOCATIONS REQUIRING A
HIGHER Kzt VALUE (ISOLATED HILLS, RIDGES, ESCARPMENTS) WILL REQUIRE HIGHER WIND LOADS AS
PER ASCE7-10 SECTION 26.8 AND ARE OUTSIDE THE SCOPE OF THIS REPORT.
NOTE: EXPOSURE B: SHALL APPLY WHEN THE GROUND SURFACE ROUGHNESS CATEGORY B (URBAN AND
SUBURBAN AREAS; WOODED AREAS, OR OTHER TERRAIN W/ NUMEROUS CLOSELY SPACED
OBSTRUCTIONS HAVING THE SIZE OF A SINGLE FAMILY DWELLING OR LARGER) PREVAILS IN THE UPWIND
DIRECTION FOR A DISTANCE OF AT LEAST 1500 FT.
EXPOSURE C: SHALL APPLY WHEN EXPOSURE B AND D (SMOOTH MUD FLATS, SALT FLATS, UNBROKEN ICE
AND OTHER) DO NOT.
SEISMIC LOADING:' ,
MAXIMUM Ss = 150% SHOWN IN 2012 IBC FIGURE 1613.3.1(1)
Ss >150% ARE NOT REQUIRED AS PER ASCE7-10 12.8.1.3
S1 NOT APPLICABLE TO THESE STRUCTURES
SITE CLASS = D' -
BASIC SEISMIC FORCE RESISTNG SYSTEM
POSTS EMBEDDED INTO FOOTINGS = ORDINARY STEEL MOMENT FRAME >> R=1.25
POSTS SURFACE MOUNTED = GENERIC SYSTEM >> R = 1.25
ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE
These roofs are not subject to maintainance workers and have not been evaluated for a 300 Ibf concentrated load.
Maximum mean roof height of existing structure for attached units is 30'.
15. The width of single span attached solid cover structures roust be at least 100% of the projection.
16. Multiple span units are allowed.
17. All structures must comply with one of the following:
a. All structures with a roof snow load of 30 psf or less may be built in Seismic Design Category (SDC)
A -D up to the maximum Ss noted in General Note #14.
b. Structures with flat roof design snow loads over 30 psf complying with IBC Section 1613.1 Exception #1
do not require additional seismic analysis.
c. Structures not complying with (a) or (b) require additional engineering seismic analysis.
18. All aluminum and steel solid panels are class A fire rated as indicated in IBC Section 1505.2 Exception #2.
19. All screws are self drilling (SDS) or sheet metal (SMS) and in conformance with ICC ESR -1976, ESR -2196 or
equivalent and use head diameters equal to #8=16", #10= s", '-
#12=32" and #14=z" or steel washers with similar
diameters. All bolts are ASTM A307. All wood screws must comply with ANSI/ASME Standard 818.6.1 and AF&PA
NDS -05 11.1.4. All'lag screws must comply with ANSI/ASME 818.2.1 and AF&PA NDS 11.1.3. All washers are ASTM
F844 w/ Dimensions complying with ASME B18.22.1 Type A. Steel nuts to be ASTM A563. The minimum washer
diameter for bolted connections is 1 ". All fasteners will have a minimum edge distant of 2x the fastener diameter.
20. Header splice shall not be located nearer to the end of the structure than the first interior post.
21. Wood used in connections shall be protected from weather as per IBC Section 1403.2 and/or 1503, whichever is more
stringent.
22. -Sliding snow is beyond the scope of this report. Drifting snow is covered under Detail M2.
23. All multispan tablesgeu Of1gual spans within 20%.- Alt specifications must be based on the longest actual span.
/ Revisions 1
METALS
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FEB 24 2014
Carl Putnam, P.E,
3441 IVYLINK PLACE
LYNCHBURG, VA 24503
CARLPUTNAM@COMCAST,NET
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24. When a single span attached unit is attached to a wooden deck, the maximum dead load + live/snow load from the f MISS �'CqR'''' itr bNw
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patio cover is 750 lbs and the post spacing shall not exceed that specified for attaching to a concrete slab. The CARO
P P P 9 P 9 �� ARE �, .: .:� .• :�. ;�
maximum connection uplift load is 1162 lbs for 115 mph winds speed Exposure C. Connections are for maximum atio �� CARL � • FESS/pi;.•2,9 �j_p. EiEG15 NAS
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roof heights of 12' above grade. The existing deck structure must be adequate to sustain these additional loads. The PUst'1 : ti R M.
structurakl adequacy of the deck to safely sustain these additional loads will require aproval by the loacal building SAL GP .
authority or additional engineering. See Detail M1, Construction outside of these parameters may require additional ,,�,i N�Mg£R w 3
engineering. �•� i 2005198if.
25. This entire engineering package will not be required for most building permits. Submission for a building permit must �,p� .,9''•• N .�� P� j
include: �s�'I t, '.,1lI�Pt11i;``
a. GENERAL NOTES (MUSAGNO1.DWG)
b. STRUCTURAL CONFIGURATIONS (LAT01 or MUSA01) T'A/jr' '&•,. \ 1%% 13
ash, =' �' rz `•'
c. RAFTER SPAN TABLES (FOR LATTICE STRUCTURES), PANEL SPAN TABLES (FOR SOLID COVERS) OR tr ��:••'' ♦ '` -••- - Ty1�r ,`• �.�♦ %Gj ,.•••'FF•••W1-
1,;
BOTH (FOR COMBINATION STRUCTURES)
5 T ,� 47o'••�r N
d. HEADER POST SPACING, FOOTING SIZE AND POST TABLE FOR LIVE/SNOW AND WIND LOADS.CTAR=l� '•/ tzy I �*+7 IL tJT
e. ALL APPROPRIATE DETAILS ? 1N�' A z Zc 0r w,tsr, !/
�V • 4Y- , p�l�i�F1t=.C:�9'l �'1.�3L. o •� `$ fi7: C4� C
f. OTHER DOCUMENT 1 N REQUIRED BY LOCAL BUILDING AUTHORITY.
26. Sheet M6 provides inf matin to determine the load that will be resisted by existing structure. �� OF Alq tE �? '�,� a•
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ICC ES 953(201218C)2124/2014 - . Page 2 0 106 �•e;', •• .•••,. MUSAGNOIb.M
LATTICE TUBES
36' MAX SPACING
ALUMINUM RAFTERALL RAFTERS
1MAY OVERHANGi
HEADERF THEI-R
�/ `III'\ ' , •- •
POST
Revisions 1
36' MAX ,• 36' MAX POST E T A L S
OVERHANGf'. P❑ST CONNECTION OVERHANG
24' MAX •I �'dl'a'� • - DETAIL LA36 OVERHANGFORbuilding protiUCts
OVERHANG I J' d , 60 PSF SNOW
FOR 60 PSF -
SNOW LOADS • :.d .. :•d+. ` . ,° - LOADS -da .. d
�)• -° ate" I•\ °
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F MIN 3.5" CONCRETE f i -
• ( Y dl a. o d
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CONSTRAINED FOOTINGS ° d
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FREESTANDING LATTICE COVER F�,-�' Da v
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oLO
0.042"x3"x8" ALUMINUM BEAM FREESTANDING MU.LTISPAN w
12, 14 OR 16 GA BY 3"X8" STEEL C—BEAM (CA)LATTICE COVER �a-Jc,
DOUBLE 0.040"X2"X6.5" ALUMINUM BEAM 02 f q C= O
DOUBLE 0.042"X3"X8" ALUMINUM—BEAM-• —...�,,," ALL HEADERS MAY
CLEARSPAN OVERHANG 25% OF COMPONENT DETAILS
POST SPACING LATTICEI LA21
LATTICE TUBES RAFTERS: LA04, LA05, LA21(3X3 ONLY)
�pEESSIp
36' MAX SPACING HEADERS: LA04, LA05, LA06, LA25, LA26pQ P y
SINGLE SPAN ATTACHED POSTS: LA15, LA17, LA19, LA20, LA22 Zsr
PATIO COVER DOES NOT 1 8
14 REQUIRE FOOTINGS CONNECTION DETAILS
LATTICE/RAFTER LA27 * -•.
DETAIL LA24, LA25 OR LA26 RAFTER/HEADER LA27, LA38, LA39 sqT� 'CIV
REQUIRED - IF DETAIL LA36 IS = o E
F CAl.1 .
- HEADER/POST LA24, LA25, LA26,"L'A28
NOT USED, FEB 24 2014
POST/SLAB LA35
• POST/FOOTING LA34, LA36
•d` d RAFTER/WALL LA30, LA31, LA32, LA33
• -4 .• 'p
HEADER/WALL LA40 Carl Putnam, P, E.
•' ° ALL LATTICE STRUCTURES W/
�•` �. °• s SURFACE NONSTRUCTURAL LA37, LA41 3441 IVYLINK PLACE
E MOUNTED POSTS MUST LYNCHBURG, VA 24503
d CARLPUTNAM@CDMCAST.NET
CHECK TABLES L1 AND L2 ON
• - •,�� - `.' .. . -. ;- '. � MIN 3.5" CONCRETE '
�`' '° '• .•. , :.: ,'j p:l.�..''
SLAB REQUIRED
SHEET M5
A FOR AIDED
FOOTINGS
.4 r-"� d'> °' :r • LA Dmwn By
CMP
Check By
0.042"0%8" ALUMINUM BEAM ATTACHED LATTICE COVER MAXIMUM HEIGHT FOR PATI❑ COVERS IS 12', Date CMP
12, 14 OR 16 GA BY 3"X8" STEEL C—BEAM
DOUBLE 0.040"X2"X6.5" ALUMINUM BEAM MAXIMUM HEIGHT FOR COMMERCIAL COVERS Filename
DOUBLE 0.042"X3"XS" ALUMINUM BEAM AND CARPORTS 'IS 15', LAT01-DWG
. -. Scale Page rt! .4—
ICC ESR 1953 (2012 IBC) 2/24/2014 Page 3 of 106
,
^
'
'
�
^
_ . .
' Revisions
CLOSED 0, 0 C:l
MUST BE EN 0 0
0 2.3750
IN L404
0.125— CO
Cu
f rLA� STANDARD BRACKET
1 0 E,
132 OW, + -
FOR CLOVERLE-AF-POSTS METALS,
1,975 J0.875
04 (LA
FOR CLOVERLEAF,POSTS
00 LA 3004 H3 4 LA STEEL C BEAM ASTM
06 A653 GRADE 50- Fy = 36 KSI
300 H34
ASTM A123 G75'-
5.683
5.683
Lr) 00
ALUM BRACKET.,
FOR 3' SQUARE LO
POSITS 6063T6" rl LO r,
z CD
0.090
L., , �- (=, _j
,CD
. '. . ^ �. DDArVCT,
, . ' . ' ` . ^ ' . _ FOR 3' SuuAm� ru^/S
Cxj' . . . � ` . � .�`' '� . �3 /6 ALUMINUM
ALL BRACKET
--' DIMENSIONS ^ '` ' ' - ' � �
--i, u BRACKET ' L-�--�--� E -0J90
EXCEPT THICKNESS ' ' `'` � � ^' -�----- 'GMSSI-0.125
FOR 3^ SQUARE POSTS '
`^ � 6063 T6 ALUMINUM' ~U^ BRACKET ARE APPROXIMATE.
`��' FOR POSTS IN DETAIL LA15 , - ' =' ' '
6O63 T6 ALUMINUM ` ' --- ' ' '
uzn^ � ~ r_ - . . ` '
' . - - .
. �L\-RO.1400' ^
CD ALUM ~ ' , ^ ` ~ .
ALUM ~� ^' '' ' � ' ' � . ` �� � ` � /' 5.875" O� � 875�—�U U� VO43^STEEL��' [ ' ^ ��25^ ALUM "H��:`
��'� c' «uae . ' '��� ��'���/�4c .HEAVy �U BRACKET . \�) B��CKET 6063-�� s-` FEB 24 2014
-��`'.�.,~..' DUTY --' . -
^ LOCKSG4M POST . OUTSIDE ^' � . �'
FOR 3� AND 4" 'POSTS
LA INSIDE
�-653 GRADE '4O STEEL ~`~^~� ' - ' /- � 8063T6 '
\15� � ' RAFTER/HEADER OUTSIDE AND INSIDE'
3004 H34 ALUMINUM � ' � � ) ^U^ BR (6063T6 ALUM) FOR 2^
�_'-'-
AND 3 uIDERAFTERD -
�-wonH-�
CC18�� ` � ' f'� �
' � ' .,~ . � �� n ' ^
`~^
G & SAFETY DE
#14 CN8 '
o�onJ | . , . ' ' ' (TY�) -- ~
E ^
� ` ','' ~ � '^ T��� LOC��EA� TUBE
31 ,
A'500 GRADE B STEEL POSTS
0,032'X3'X3'
3004H34 ALUM SIDEPLATE
j
'.
I
. I . .
-
-
SQUARE POS S, -
me BY
PROTECTION
GRADE
rLA
IL
?jj
DATE
3'- OR 4'.L ASTM A500 A'
STEEL POSTS SEE
GEN NOTE #13
6061 T6
LA 3' POST WITH
22
LAT02.DWG
--FOR CORROSION
PROTECTION
4
SEE TABLES
Lla-L1d FOR
'A° AND "B'
LATTICE TUB -E
DETAIL LA21
VVV \ VVU STEEL POST OR
ALUM BOX BEAM (LA04) ALUM POST W/ t=0.120"
WITH STEEL INSERT
DOUBLE OR SINGLE 3X8 STEEL C BEAM, BOLT LAYOUT FOR SPLICED AND
NON -SPLICED ATTACHMENT
F❑❑TING REQUIREMENTS
USE 4 BOLTS/SCREWS FOR FOOTINGS UP TO d=33'
USE 6 BOLTS/SCREWS FOR FOOTINGS UP TO d=38'
USE 8 BOLTS/SCREWS FOR FOOTINGS UP TO d=42'
USE 10 BOLTS/SCREWS FOR FOOTINGS UP TO d=45'
USE 12 BOLTS/SCREWS FOR FOOTINGS UP TO d=48'
USE 14 BOLTS/SCREWS FOR FOOTINGS UP TO d=50'
ALL C BEAMS USING TWICE THE "ON SLAB" SPACING REQUIRE FOUR" BOLTS
DOUBLE
HEADERS USE
BRACKET PER
HEADER
OUTSIDE BRACKEN
DETAIL LA16
!# OF #14 STIP or SDS _
2 1 4 1 6 8 10
Cubic Footer Size %" in
21 ; 26 30 33 35
3X8 STEEL C HEADER
INSIDE 3X8 BOX BEAM
(DETAIL LA04) 1
#8 SMS W/ a°0 WASHER. SCREWS ARE..
a_wq-
" LONGER THAN LATTICE HEIGHT LO _
z -�
-ALUM RAFTER
FOUR #8 SMS
- UNDER 110 MPH
FOUR #10 SMS FOR
130 MPH WINDSPEED
LA
27
Allcvrable Trib Width
A
Nc. of #8 Screws
l •
8' BEAM
2 3 4 5
115 mph
0.040
° MIN
DOUBLE 2"X6,50 r Q
OR DOUBLE 3"X8°
HEADER.
NSM SCREWS MAX FOOTING SIZ B
(8 P�LCS) d=31'
O O
A
#14 S; SCREWS #14x1/2" SMS IL__j
(8 PLCS) 4 EACH SIDE"' LA FOR DOUBLE 3X8
TYP SPACING 2 5J °h' = 6"
= 24 O/C FOR DOUBLE 2X6,50
MAX FO❑TING°h'= 5°
IS C1,1280 DETAILS
f LA15 (STEEL)
LA19, LA20, LA17
11'
15'
BOLTS
Revisions
Exp C
0.042
0.04T'x3"x8"
S
9'
LFJJi
O
0
0.042
CCD
12'
B
m
METALS
building products
� w
A�
0
0.040
�3'x
LA
24
0.032'x31x3•,Sa. POST
9
13'
15'
0
Exp C
0.042
0.042"x3"x8"
2' x 6 lie'
T
SIDE PLATE*41�
_L4
1T
0. 04 2
Double 3x8
SEE TABLES
Lla-L1d FOR
'A° AND "B'
LATTICE TUB -E
DETAIL LA21
VVV \ VVU STEEL POST OR
ALUM BOX BEAM (LA04) ALUM POST W/ t=0.120"
WITH STEEL INSERT
DOUBLE OR SINGLE 3X8 STEEL C BEAM, BOLT LAYOUT FOR SPLICED AND
NON -SPLICED ATTACHMENT
F❑❑TING REQUIREMENTS
USE 4 BOLTS/SCREWS FOR FOOTINGS UP TO d=33'
USE 6 BOLTS/SCREWS FOR FOOTINGS UP TO d=38'
USE 8 BOLTS/SCREWS FOR FOOTINGS UP TO d=42'
USE 10 BOLTS/SCREWS FOR FOOTINGS UP TO d=45'
USE 12 BOLTS/SCREWS FOR FOOTINGS UP TO d=48'
USE 14 BOLTS/SCREWS FOR FOOTINGS UP TO d=50'
ALL C BEAMS USING TWICE THE "ON SLAB" SPACING REQUIRE FOUR" BOLTS
DOUBLE
HEADERS USE
BRACKET PER
HEADER
OUTSIDE BRACKEN
DETAIL LA16
!# OF #14 STIP or SDS _
2 1 4 1 6 8 10
Cubic Footer Size %" in
21 ; 26 30 33 35
3X8 STEEL C HEADER
INSIDE 3X8 BOX BEAM
(DETAIL LA04) 1
#8 SMS W/ a°0 WASHER. SCREWS ARE..
a_wq-
" LONGER THAN LATTICE HEIGHT LO _
z -�
-ALUM RAFTER
FOUR #8 SMS
- UNDER 110 MPH
FOUR #10 SMS FOR
130 MPH WINDSPEED
LA
27
HEADER
170 mph 1oG min 8" Steel C 11' 15
SEE TABLE FOR NUMBER AND SIZE OF SCREWS,
#14x3/4° SHEET METAL (C A
OR SELF DRILLING SCREWS 2S
SEE TABLE FOR QUANTITY
ALL
Allcvrable Trib Width
Wind
Nc. of #8 Screws
Speed t 5n) Header
2 3 4 5
115 mph
0.040
Double 2x6
11'
15'
BOLTS
28
Exp C
0.042
0.04T'x3"x8"
S
9'
12'
15'
0.042
Double 3x8
12'
15'
140 mph
0.040
Double 2x5
9
13'
15'
Exp C
0.042
0.042"x3"x8"
S
T
9'
1T
0. 04 2
Double 3x8
9'
14'
15'
#14 Screws
170 mph
0.040
Double 2x5
8'
12'
15'
Exp C
0.042
0.042"x3"x8"
4'
6'
8'
11'
0.042
Double 3x8
8'
13'
15'
140 mph
16G min
8" Steel C
15'
Exp C
16G min
Double Steel C
15'
'
ExpC
15G min
Double Steel C
15'
HEADER
170 mph 1oG min 8" Steel C 11' 15
SEE TABLE FOR NUMBER AND SIZE OF SCREWS,
#14x3/4° SHEET METAL (C A
OR SELF DRILLING SCREWS 2S
SEE TABLE FOR QUANTITY
ALL
C
BEAMS
USING -THREE TIMES THE "ON SLAB" SPACING REQUIRE SIX"
BOLTS
LA
ALL
C
BEAMS
USING FIVE TIMES THE "ON SLAB" SPACING REQUIRE EIGHT"
BOLTS
28
DETAIL LA08 ❑R LA09
ICC ESR 1953 (2012 IBC) 2/24/2014
STEEL POST
ALUM POST W/ t=0.120°
THIS DETAIL MUST BE USED WITH
SIDEPLATES AS PER LA24 OR WITH
AN EMBEDDED FOOTING AS PER LA36
Page 5 of 106
IGHT #14 SMS OR SDS_
MAX FOOTING SIZE d=35"
3"X3' ALUM
RAFTER
`--LATTICE
HEADER
14 SMS
P Z } o
J Q z O
�w 1
P�1F—YM
W a .o
tn>ou-)
I �
F-oJ�,,
woakD
xn=%,
FEB 24 2014
Carl Putnam, P. E.
3441 IVYLINK PLACE
LYNCHBURG, VA 24503
CARLPUTNAM@COMCAST.NET
Drawn By
CMP
Check By
CMP
Date
Filename LAT03.DWG
scale. -Page -p
EE GENERAL -NOTE #21, Seal with permanently flexible -
SEE TABLE 7.6 Existing 2x wood framing
& waterproof 'Sealant
min.. 24" 0•C.
'ATTACH PER FOR.,FASTENER CONTINUOUS 2"X6" DF LEDGER OR PROVIDE' D.F. Larch.-
DETAIL LA33
SPACING
2- 4- �t.d---/ N) MSTA36 (ICC ESR .2105) 20 GA ASTM A653GRADE
SIMPSO .,,,�TRONG. TIE
AT SPLICE' LOCATION. COVER W/ 0.019" ALUM 33 STEEL BRACKET
STUD WALL. . ATTACH 'ALUM RAFTERS PER LA33 FOUR #8;WOOD SCREWS
FASCIA,
0 RAFTER AND 2X
SG 0 T C
.5 MIN AS IA ONE PER RAFTER
PER
33
30
1 9 1
ALUM 3.5' MIN, /4" La' Screw Continuous fascia board
RAFTER I
Completely Seal with SEE GENERAL NOTE #21, 0(
1/4" LAG SCREW a ntly".'flexible 0.019" ALUM OR 0.035" 01
RE &LLU N _waterproof. sealant VINYL 0(
0(
> W/ 2.25" PEN
0
k -2.25 mi 1" MIN 0
ATTACH ALUM RAFTS 0
AS PER LA33 0
synthetic Stucco or ROOF COVERING IS
LEDGER AND ther non–structural covering A MAXIMUM OF 3 PSF
/ . I SHEATHING --
WALL (1" max. thick) 2x DF WOOD HEA ' VIER ROOF COVERING
S
Z
2- 4' �t.d--/
�A
_---Pe
P
w
n
LA, FA E CIA SHALL REQUIRE ADDITIONAL.
ATACHMENT TABLE 7.7 SPECIFIES THE ALLOWABLE32 ENGINEERING ANALYSIS
DISTANCE TO FIRST ROW OF POSTS EAVE
DFA080�0:!D�- STUCCO ATTACHMENT. DETAIL, 71�2��POST OVERHANG
,4kDGER OR STU�S), WITH LEDGER BOARD.
ALUMINUM RAFTER
J
TABLE 7.6 SPECIFIES TYPE
AND NUMBER OF FASTENERS.
LA1 3
#14 SM
D ETLA- 'I
L
or 8
,'�-
FOUR #8 SM SCREWS SEE TABLE
FOR
fQTY
1 33 r
ONE BOLT DIAM (MIN
r
STAINLESS STEEL
\\—ALUMINUM INSIDE
%"0 w/ 2 EFFECTIVE
BRACKET LA1 6
EMBEDMENT HILTI
KWIK BOLIT TZ
(ICC'ESR 1917)
3" POST ALUMINUM BRACKET -. MAX F&TING SIZE'
I I'
DETAIL OR I Al2' —4,
Live/Snow Load
RAFTER
MAX DISTANCE TO FIRST ROW OF POSTS
EAVE OVERHANG
Solid Cow Wind
SLZE
(24" OIC)
6" 12'18" 24' 30"
10 psf
2x4
25-0'
29-9"
' 12'-0"
Tv -
Ts,
Lattice=135 Exp C.
2x6
25-0'
25'-9
25-9
23'-10"
1T-1"
2x8
26-0'
25-0
25-9
25-0'
26-9
10 psf
2x4
25-0
19-3"
11'-6"
T -V
34'
Lattice=140 E)p C
2x6
26-9
25-9
25-9
22'-6'
164"
2X8
254
25'-a
25-9
25-0'
254
20 psf
2x4
19'-0.
101-3"
5'-10.'
'34"
11-9.
Latlice= 170 Exp C
2x6
19'-0'
191-9
11T -V
11,_91
8'41
2x8
19-01
191-0'
19-0
19r-01
16-13"
25 psf
2x4
16-0'
11'-3"
6-41"
3.8"
1--g(,
Latfice=170 E)p C
2x6
16-9
18'-0
16-9
12'- 10"
91-1.1
2x8
181-9
18'-a
181-9
19-01
181-0?
30 psf -
2x4
17'-9
9-2"
5-1"
2-8"
of -a,
Lattice=170 EV C
2x6
IT -9
17* -U
15'-3'
101-41
r -v
2x8
IT -01
17'-9
1T-9
1r-0'
14'-8'
40 psf
2x4
14O
6_7"
3-4"
014,
9-0l
Latlice=1170 E)p C
2.6
14
14'-9
11'-0'
74'
4'-7'
2x8
14-9
14'-9
14'-0'
14%0'
10-31
60 psf
2x4
91-0
4%0"
U-011
al
01:
Lattice= 170 Exp C
2x6
91 -Of
9-a
6-9"
4-1
2�:
2x8
914
9-a
91.01
8'.8"
5'-10"
L
SEE TABLE 7.3
- LA MIN 3.5
COLUMN A FOR #14 S 0 - LA
•35 ATTACHED SINGLE CONCRETE SLAB FOR ALUM W/ t=0.120" OR STEEL POST
COLUMN B FOR B FOOTING OR 4" 34 SP EMBED FOR FOOTINGS UP
BOLTS SPAN FOOTINGWITH 12
SLAB CONSTRAINED FOOTINGS
TO d=,39" OR 18" EMBED FOR
==A— —SEE SHEET M8
4 4 4 FOOTINGS UP TO -d=48"
4
31 12" OAR ,18" LA
f
CIT
TWO STAINLESS OR GALVANIZED HILTI KWIK BOLT- TZ ANCHOR (ICC ESR 1917),- W1 2
d t 3/8" "'
EMBEDMENT (OR EQUIVALENT) AND 3/4`0 WASHER FOR ATTACHMENTONE ' TO 4 ROD (REx 9BAR OR STEEL 36 BUIL
CONCRETE SLAB UP TO 170 MPH EXP -C WINDS,
BU
THREADED) OR BOLT*
ATTACHMENT T 0 FOOTINGS USE TWO ANCHORS FOR FOOTINGS UP f 0 CC 26" ,4 CENTERED ON POST
FREESTANDING OR.ATTACHED FOOTING
'
P',0 ST ATTACHMENT DETAILT0, SLAB OR FOOTING DATE
SINGLE SPAN ATTACHED UNITS
ICC ESR 1'953 (2012 IBC)2/24/2014
lk,t- r -,1K 1VDJ (ZUIZ It5U)�;ei24/ZU1z —7—
Page 6 of 106
I
Revisions
METAL
btjildli.n� Products
U 0
=3 E_
0 " 2 r–
IL cn
0)_ C:)
C C >_ C:)
z
> 00 LO
C5 Lo
co
Lo
FEB 24 2014
4
Carl Putnom, P. E.
IING & SAFETY DEP
i�'n'*WRUCTION
Check By
CMP
Date
me LAT04.Dk
Scale
I.Page
ALUMINUM
STUB POST
0.040' MIN
THICKNESS
'X6.5'
LUM RAFTER
OUBLE ALUMINUM 3'X8'
R 2'X6,5' HEADER
TEEL OR ALUMINUM POST
3N STRUCTURAL ALUMINUM
Z FIBERGLASS POST
-ALUMINUM LATTICE
2'X6.5'
ALUM RAFTER
DOUBLE ALUMINUM Je
3'X8' OR
2'X6,5' HEADER
ALUMINUM OR
NOTES w.
STEEL POST
1. FIBERGLASS OR ALUMINUM POST COVER IS NON LOAD BEARING
2. ATTACHMENT IS TO HOLD COVERING AGAINST
MINOR LATERAL FORCES, FIBERGLASS
3. USE MULTIPLE BRACKETS AS NEEDED. OR ALUMINUM
POST COLLAR
yLA SLAB ❑R
37 F❑❑TING
ALUMINUM OR FIBERGLAS
POST SLAB OR FOOTING
ATTACHMENT
ATTACH AS PER DETAIL LA25
FIBERGLASS OR
ALUMINUM
POST COLLAR
ALUM OR FIBERGLASS POST COVER POST RESTS ON GROUND
-'-3'X3' STEEL ❑R-- STEEL OR ALUMINUM POST SECURED
ALUMINUM POST BY APPROVED METHOD INCLUDING CONCRETE
/ EMBEDMENT OR CONCRETE SURFACE ATTACHMENT
N"—NON STRUCTURAL/ BY SCREWS OR BOLTS.
FIBERGLASS OR
ALUMINUM POST
a
FIBERGLASS POST
HEADER ATTACHMENT
o 2"X6.5" ALUM RAFTERS USE:
IIII MATCH HEADER SCREWSZ' ct ..
......
TWO X14 SMS FOR 10 PSF/115 MPH EXP C
D FOUR #14 SMS FOR ALL OTHERS
3"X8" RAFTERS USE
FOUR X14 SMS FOR 10 PSF/115 MPH EXP C
FIVE #14 SMS FOR ALL OTHERS
38 � LUM RAFTER
UNDERHUNG DOUBLE RAFTERS
ALUMINUM
STUB POST
, t= 0.040'
1 —ALUM RAFTER
WOOD
FRAMING
SG 0.5 M•IN
ti'L a .,mss
tmrmmmmmnnrr
1' min
2.25' MIN
SEE UNDERHUNG REQUIREMENTS ,
o MATCH RAFTER SCREWS
0
LA 39 DOUBLE RAFTERS
ICC ESR 1953 (2012 IBC) 2/24/2014
Page 7 of 106
FIBERGLASS OR ALUMINUM
DECORATIVE POST COVER
1,5'X1.5' METAL L
ANGLE BRACKET (TYP)
-3/8'X3/4' BOLT
_ CONCRETE ANCHOR
_d ^ '.
aed.
SEE GENERAL NOTE #21
FOR WEATHER PROTECTION MAY NOT ATTACH HEADER
1/4' LAG SCREWS . OVER WIND❑W OR OTHER
(SIX PLACES) WALL OPENING
3'X8' ALUM
INSIDE
BRACKET
DETAIL LA16
HEADERS
3'X8' ALUM
HEADER
-#14 SELF—DRILLING
SCREW (SIX PLACES)
RAFTER
RIBUI
TRIB ARE
WIDTH
POST SPACING
DETAIL LA36
HEADER ATTACHMENT
TO WALL
HEADER
ATTACHMENT
LLJ
U
z
X
U
MAX TRIBUTARY AREA
79 SQ. FT FOR 10 PSF
41 SO FT FOR 20 PSF
39 SQ FT FOR 25 PSF GSL*
33 SO FT FOR 30 PSF GSLw
MAXIMUM LOAD IS 1104 LBF,
*GROUND SNOW LOAD
CHECK POST SPACING FOR
HEADR IN TABLES
Revisions 1
METALS
building products
�x
�W<
axe
� -.
.Z, y
AQZo
CL
I
wF-xcn
W o %D
(4>❑u-)
J 0!
¢Ln 00
WoC3
x In x
FEB 24 2014
Carl Putnam, P. E
3441 IVYLINK PLACE
LYNCHBURG, VA 24503
CARLPUTNAMRCOMCAST,NET
Drawn BY
CMP
Check By
CMP
Date
Rename
LAT05.dwg
Scale NTS ..
Page S '
Ground
Rafter
Wind Speed and Exposure
Snow .Load
Spacing
Exposure B Exposure C
(psf)
(in)
115 130 115 120
_ 10 _
24"
6'-9"
6'-9"
6'-9"
6'-9"
LIVE
20"
7'-9"
7'-9"
7'-9"
7'-9"
16"
9'-1"
9'-1"
9'-1"
9'-1"
20
12"
11'-0"
11'-0"
11'-0"
10'-11"
20
24"
3'-10"
T-10"
3'-10"
3'-10"
LIVE
20"
4'-6"
4'-6"
4'-6"
4'-6"
25
16"
5 -4"
5'-4"
5 -4"
5'-4„
12"
6'-9"
6'-9"
6'-9"
6'-9"
25 •; ' .
24".
- 3'-8"
T-8"
3'-.8"
3'-8
-
20"
4'-3"
4'-3"
4'4'
4'-3"
16"
5'-2"
5'-2"
5'-2"
5'-2"
12"
6'-6"
6'-6"
6'-6"
6'-6"
30
24"
3'-1"
T-1"
3'-1"
3'-1"
20"
3'-8"
3'-8"
3'-8"
3'-8"
16"
4'-5"
4'-5"
4'-5"
4'-5"
60
12"
5'-7"
5'-7"
5'-7"
5'-7"
40
24"
2'-5"
2'-5"
2'-5"
2'-5"
20"
2'-10"
2'-10"
2'-10"
2'-10"
16"
3'-5"
3'-5"
3'-5"
3'-5"
12"
4'-5"
4'-5"
4'-5"
4'-5"
60
24"
V-7"
1'-7"
1'-7"
1'-7"
20"
V-11"
1'-11"
V-11"
V-11"
16"
2'-5"
2'-5"
2'-5"
2'-5"
12" 1
3'-1"
3'-1"
1 3'-1"
3'-1"
I ABLE 1.b
ICC ESR 1953 (2012 IBC) 2/24/2014
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure B Exposure C
(psf)
(in)
115 130 115 120
10
24"
10'-2"
10'-2"
10'-2"
10'-2"
LIVE
20"
11'-6"
11'-6"
11'-6"
11'-6"
16"
13'-4"
13'4"
13'-4"
13'-4"
20
12"
15-11 "
15'-11 "
16-11"
15-11"
20
24"
6-1"
6'-1"
6'-1"
6'-1"
LIVE
20"
7'-0"
7'-0"
7'-0"
T-0"
25
16"
8'-3"
8'-3"
8'-3"
8'-3"
12"
10'-2"
10'-2"
10'-2"
10'-2"
25
24''
6-10"
6-10"-
5'-10"
640"
-
-20" _
6'-9"
6'-9"
6'-9"
6'-9"
16"
8'-0"
8'-0"
8'-0"
8'-0"
12"
1 9'-10"
9'-10"
9'-10"
9'-10"
30
24"
5'-0"
5'-0"
5'-0"
5'-0"
20"
5'-10"
5'-10"
5'-10"
5'-10"
16"
6'-11"
6-11"
6'-11"
6-11"
60
12"
8'-8"
8'-8"
8'-8"
8'-8"
40
24"
3'-11"
3'-11"
3'-11"
3'-11"
20"
4'-7"
4'-7"
4'-7"
4'-7"
16"
5'-6"
5'-6"
5'-6"
5'-6"
12"
6'-11"
6'-11"
6'-11"
6'-11"
60
24"
2'-9"
2'-9"
2'-9"
2'-9"
20"
3'-3"
3'-3"
3'-3"
3'-3"
16"
3'-11"
3'-11"
3'-11"
3'-11"
12"
5'-0"
5'-0" 1
5'-0"
5'-0"
I ABLE 1. /
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure B Exposure C
(psf)
(in)
• 115 130 115 120
10
24"
13'-8"
13'-8"
13'-8"
13'-8"
LIVE
20"
164"
15'-4"
15'-4"
15'-4"
16"
17'-7"
17'-7"
17'-7"
17'-7"
20
12"
20'-9"
20'-9"
20'-9"
19'-8"
20
24"
8'-5"
8'-5"
8'-5"
8'-5"
LIVE
20"
9'-8"
9'-8"
9'-8"
9'-8"
25
16"
11'-4"
.al V-4"
11'-4"
11'-4"
12"
13'-8"
13'-8"
13'-8"
13'-8"
25
24
8'-2"
'8'-2"
8'-2"
8'-2"
30
20"
9.411...'.;
9'-4„:l
9 4'
• 9-4-
16"
10'-11"
10'-11"
10'-11"
10'-11"
12"
13'-3"
:13'-3"
13'-3"
13'-3"
30
24"
7'-1"
7'-1"
T-1"
7'-1"
20"
8'-2"
8'-2"
8'-2"
8'-2"
16"
9'-7"
9'-7"
9'-7"
9'-7"
60
12"
11'-9"
11'-9"
11'-9"
11'-9"
40
24"
5'-8"
5'-8"
5'-8"
5'-8"
20"
6'-6"
6'-6"
6'-6"
6'-6-
16"
7'-9"
7'-9"
T-9"
7'-9"
12"
9'-7"
9'-7"
9'-7"
9'-7"
60
24"
4'-0"
4'-0"
4'-0"
4'-0"
20"
4'-8"
4'-8"
4'-8"
4'-8"
16"
5'-8"
5'-8"
5'-8"
5'-8"
12"
7'-1"
7'-1"
T-1"
7'-1"
Page 8 of 106
TABLE 1.8
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure B Exposure C
(psf)
(in)
115 130 115 120
10
36"
11'-8"
11'-8"
11'-8"
11'-8"
LIVE
30"
12'-8"
12'-8"
12'-8"
12'-8"
24"
15'-4"
15'-4"
15'-4"
15-4-
20
16"
19'-8"
19'-8"
19'-8"
19'-8"
20
36"
6'-10"
6-10"
6'-10"
6'-10"
LIVE
30"
7'-6"
7'-6"
7'-6"
7'-6"
25
24"
9'-5"
9'-5"
9'-5"
9'-5"
16"
12'-8"
12'-8"
12'-8"
12'-8"
25
36"
6'-7"
6'-7"
6-7"
6'-7"
30
30"
7'-3"
7'-3"
T-3"
T-3"
24"
9'-1"
9'-1"
9'-1"
91-1"
16"
12'-2"
12'-2"
12'-2"
12'-2"
30
36"
5'-8"
5'-8"
5'-8"
5'-8"
30"
6'-3"
6'-3"
6'-3"
6'-3"
24"
7'-11"
7'-11"
7'-11"
7'-11"
60
16"
10'-9"
10'-9"
10'-9"
10'-9"
40
36"
4'-5"
4'-5"
4'-5"
4'-5"
30"
4'-10"
4'-10"
4'-10"
4'-10"
24"
6'-3"
6'-3"
6'-3"
6'-3"
16"
8'-8"
8'-8"
8'-8"
8'-8"
60
36"
3'-0"
3'-0"
T-0"
3'-0"
30"
3'-5"
3'-5"
3'-5"
3'-5"
24"
4'-5"
4'-5"
4'-5"
4'-5"
16"
1 6'-3"
1 6'-3"
6'-3"
1 6'-3"
3"x3" Rafter na 6" o/c (Single and Multisoan)
Ground
Metal
Wind Speed and Exposure
Snow Load
Gauge
Exposure B Exposure C
(psf)
(in)
115 130 115 120
10
0.024"
12'-5"
12'-5"
12'-5"
12'-5"
LIVE
0.032"
16-11"
16-11"
16-11"
16'-11"
0.040"
21'-1"
21'-1"
21'-1"
21'-1"
20
0.024"
8'-5"
8'-5"
8'-5"
8'-5"
LIVE
0.032"
11'-9"
11'-9"
11'-9"
11'-9"
0.040"
14'-10"
14'-10"114'-10"
14'-10"
25
0.024"
8'-2"
8'-2"
8'-2"
8'-2"
0.032"
11'-5"
11'-5"
11'-5"
11'-5"
0.040"
14'-6"
14'-6"
14'-6"
14'-6"
30
0.024"
T-4"
7'-4"
7'-4"
T-4"
0.032"
10'-4"
10'-4"
10'-4"
10'-4"
0.040"
13'-1"
13'-1"
13'-1"
13'-1"
40
0.024"
6'-1"
6-1"
6'-1"
6'-1"
0.032"
8'-9"
8'-9"
8'-9"
8'-9"
0.040"
1 11'-2"
11'-2"
11'-2"
11'-2"
60
0.024"
4'-8"
4'-8"
4'-8"
4'-8"
0.032"
6'-9"
6'-9"
6'-9"
6'-9"
0.040"
8'-10"
8'-10"
8'-10"
8'-10"
IA13LE 1.5
FEB 24 2014
Metals Buil inaotJu'ctSOF v QUINTA
5005 Vetera 's I -rgjjH y & SAFETY DEPT
Holbrook, N 11741 APPROVED
(631) 563-40 0
FOR CONSTRUCTIO
Carl Putnam, , �� BY
3441 Ivylink P a* eTE—
Lynchburg,V 4503
TABLE 1.9 cariputnam@comcast.net
I ATTIrc 4 n Ilrmim C OA CTCo COA wILI Cin n�wwwwrr. i.. w. .•... .. �.... .... �... ......_ __ _ _ ._-_.__--_ _
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure B Exposure C
(psf)
(in)
115 130 115 120
10
48"
8'-10"
8'-10"
8'-10"
T-3"
LIVE
40"
9'-11"
9'-11"
9'-11"
8'-2"
20
32"
11'-4"
11'4"
11'4"
9'-4"
24"
13'-4"
13'-4"
13'-2"
10'-11"
20
48"
5'-6"
5'-6"
5-6"
6-6"
LIVE
40"
6'-3"
6-3"
6'-3"
6-3--
-3"32"
30
32"
T-4"
7'4"
7'4"
7'-4"
24"
8'-10"
8'-10"
8'-10"
8'-10"
25.
48"
5'73'.
j -5-3"
5'-3"
5'-3"
-
40
6'-1"
6'-1"
6'-1"
6'-1"
60
32"
7'-1"
7'-1"
7'-1"
7'-1"
24"
8'-7"
8'-7"
8'-7"
8'-7"
30
48"
4'-7"
4'-7"
4'-7"
4'-7"
40"
5'-3"
5'-3"
5'-3"
5-3"
32"
6'-3"
6'-3"
6'-3"
6-4-
24"
7'-7"
T-7"
7'-7"
7'-7"
40
48"
3'-7"
3'-7"
3'-7"
3'-7--
'-7"40"
40"
4'-2"
4'-2"
4'-2"•
4'-2"
32"
5'-0"
5'-0"
5'-0"
6-0--
-0"24"
24"
6'-3"
6'-3"
6'4"
6'-3"
60
48
2'-6"
2'-6"
2'-6"
2'-6"
40"
3'-0"
3'-0"
3'-0"
3'-0"
32"
3'-7"
3'-7"
3'-7"
3'-7"
24"
4'-7"
4'-7"
4'-7"
4'-7"
I AbLt 1.24
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure B Exposure C
(pso
(in)
115 130 115 120
10
48"
13'-2"
13'-2"
13'-2"
11'-3"
LIVE
40"
14'-6"
14'-6"
14'-6"
12-4-
20
32"
16'-3"
16'-3"
16-3"
13'-10"
24"
18'-9"
18'-9"
18'-9"
15'-11 "
20
48"
8'-11"
8'-11"
8'-11"
8'-11"
LIVE
40"
9'-11"
9'-11"
9'-11"
9'-11"
30
32"
11'-3"
11'-3"
11'-3"
11'-3"
24"
13'-2"
13'-2"
13'-2"
13'-2"
25
48"
8'4"
8'-8"
8'78"
8'-8"
-
40"
9'-8"
9'-8"
9'-8"-
9'-8"
60
32"
10'-11"
10'-11"
10'-11"
10'-11"
24"
12'-10"
12'-10"
12'-10"
12'-10"
30
48"
7'-9"
7'-9"
7'4"
7'-9"
40"
8'-8"
8'-8"
8'-8"
8'-8"
32"
9'-11"
9'-11"
9'-11"
9'-11"
24"
11'-7" 1
11'-7"
11'-7"
1 11'-7"
40
48"
6-6"
6-6"
6'-6"
6-6"
40"
7'-3"
7'-3"
7'-3"
7'-3"
32"
8'-4"
8'-4"
8'4"
8'-4"
24"
9'-11"
9'-11"
9'-11"
9'-11"
60
48"
4'-11"
4'-11"
4'-11"
4'-11"
40"
5'-7"
5'-7"
5'-7"
6-7--
'-7"32"
32"
6-6"
6-6"
6'-6"
6'-6"
24" 1
7'4" 1
7'4" 1
7'-9" 1
7'-9"
IAbLt 1.15
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure B' Exposure C
(psf)
(in)
115 130 115 120
10
48"
17'-0"
17'-0"
17'-0"
14'-9"
LIVE
40"
18'-7"
18'-7"
18'-7"
16'-2"
20
32"
20'-9"
20'-3"
20'-1"
18'-0"
24"
23'-10"
22'-1"
21'-11"
19'-8"
20
48"
11'-11"
11'-11"
11'-11"
11'-11"
LIVE
40"
13'-1"
13'-1"
13'-1"
13'-1"
30
32"
14'-8"
14'-8"
14'-8"
14'-8"
24"
17'-0"
17'-0"
17'4"
17'-0"
25: -
48"
11'-.7."
11'-7"
11'-7"
11'-7"
-
40"
12'-9"
12'-9"
12'-9"•
12'-9"
60
32"
14'-4"
14'4"
14.4"
14'-4"
24"
16-7"
16-7"
16'-7"
16-7"
30
48"
10'-6".
10'-6"
10'-6"
10'-6"
40"
11'-7"
11'-7"
11'-7"
11'-7"
32"
13'-0"
13'-0"
13'-0"
13'-0"
24"
15'-1"
15'-1"
15'-1"
15'-1"
40
48"
9'-0"
9'-0"
9'-0"
9'-0"
40"
9'-11"
9'-11"
9'-11"
9'-11"
32"
11'-2"
11'-2"
11'-2"
11'-2"
24"
13'-0"
13'-0"
13'-0"
13'-0"
60
48"
T-1".
7'-1"
T-1"
7'-1"
40"
T-11"
7'-11"
7'-11"
T-11"
32"
9'-0"
9'-0"
9'-0"
9'-0"
24" 1
10'-6" 1
10'-6"
10'-6" 1
10'-6"
ICC ESR 1953 (2012 IBC) 2/24/2014 Page 9 of 106
I AbLt 1.Zb
�•w•c»a.zc•� �ma�u��mnti�.ruu
Ground
I Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure B Exposure C
(psf)
(in)
115 130 115 120
10
36"
15'-7"
15'-7"
15-7"
13--5--
3'-5"LIVE
LIVE
30"
16'-7"
16'-7"
16-7"
14'-3"
20
24"
19'-2"
19'-2"
19'-2"
16'-5"
16"
23'-5"
23'-5"
23'-5"
20'-0"
20
36"
10'-8"
10'-8"
10'-8"
10'-8"
LIVE
30"
11'4"
11'4"
11'-4"
11'-4"
30
24"
13'4"
13'-4"
13'-4"
13'-4"
16"
16'-7"
16'-7"
16-7"
16'-7"
25 _
36"
10'-4"-
10'4"
10'-4"
10'4"
_
30"
11'-1"
11'-1"
11'-1"-
11'-1"
60
24"
13'-0"
13'-0"
13'-0"
13'-0"
16"
16-2"
16'-2"
16-2"
16'-2"
30
36"
9'-3"
9'-3"
9'-3"
9'-3"
30"
9'-11"
9'-11"
9'-11"
9'-11"
24"
11'-9"
11'-9"
11'-9"
111-9--
1'-9"16"
16"
14'-8"
1 14'-8"
14'-8"
1 14'-8"
40
36"
7'-9"
7'-9"
T-9"
T-9"
30"
8'4"
8'4"
8'-4"
8-4-
24"
9'-11"
9'-11"
9'-11"
9'-11"
16"
12'-7"
12'-7"
12'-7"
12'-7"
60
36"
5'-11"
5'-11"
5'-11"
5'-11"
30"
6'-5"
6'-5"
6'-5"
6'-5"
24"
7'-9"
7'_9"
T-9"
7._9.-
16"
9'-11"
9'-11"
9'-11"
9'-11"
I A13LE 1.17
Lattice Tubes
Ground
Lattice
Wind ;
Snow Load
Tube
Exp C
(psf)
(in)
170
10
1.5"
72"
LIVE
2"
72"
2"x3"
72"
3"
72"
20
1.5"
72"
LIVE
2"
72"
2"x3"
62"
3"
72"
25
1.5"
72"
2"
70"
2"x3"
60"
3"
72"
30
1.5"
66"
2"
62"
2"x3"
54"
3"
72"
40
1.5"
55"
2"
52"
2"x3"
45"
3"
66"
60
1.5"
43"
2"
40"
2"x3"
34"
3"
50"
Table
1.23
Metals Building Products
5005 Veteran's Memorial Hwy
Holbrook, NY 11741
(631) 563-4000
Carl Putnam, P. E.
3441 Ivylink Place
Lynchburg, VA 24503
carlputnam@comcast.net
a
FEB 24 2014
Ground -
Rafter
Wind Speed and Exposure
Snow;Load
Spacing
Exposure B Exposure C
(pso
(in)
130 140 150 170
1:0 - •:1
24"
6'-9"
6'-9"
6-7".
6-0"
LIVE
20"
T-9"
T-9"
T-5"
6'-9"
16"
9'-1"
9'-1"
8'-6"
T-10"
20
12"
11'-0"
11'-0"
10'-0"
9'-0"
20
24"
T-10"
T-10"
3'-10"
T-10"
LIVE
20"
4'-6"
4'-6"
4'-6"
4'-6"
25
16"
5'-4,
5'.4"'5'-4"
8'-3"
5'-4"
12"
6'-9"
6'-9"
6'-9"
6'-9"
25
24"
3'-8"
3'-8"
3'-8"
3'-8".
-..
20"
..4'-3":
4'-3"
4'_3"
4`41.
16"
5'-2"
5'-2"
5'-2"
5'-2"
12"
6'-6"
6'_6"
6'-6"
6'-0
30
24"
3'-1"
3'-1"
T-1"
3'-1"
20"
3'-8"
3'-8"
3'-8"
3'-8"
16"
-4'-5"
4'-5"
4'-5"
4'-5"
60
12"
5'-7"
5'-7"
5'-7"
5'-7"
40
24"
2'-5"
2'-5"
2'-5"
2'-5"
20"
2'-10"
2'-10"
2'-10".
2'-10"
16"
3'-5"
T-5"
3'-5"
T-5"
12"
4'-5"
4'-5"
4'-5"
4'-5"
60
24"
1'-7"
1'-7"
V-7"
1'-7"
20"
V-11"
1'-11"
1'-11"
1'-11"
16
2'-5"
2'-5"
2'-5"
2'-5"
12
1 3'-1"
T-1"
T-1"
3'-1"
IAbLL 1.15
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure B Exposure C
(psf)
(in)
130 140 150 170
10
24"
10'-2"
10'-2"
10'-2"
10'-2"
LIVE
20"
11'-6"
11'-6"
11'-6"
11'-5"
16"
13'-4"
13'-4"
13'-4"
12'-10"
20
12"
15'-11 "
15-11 "
15-11 "
14'-9"
20
24"
6'-1"
6'-1"
6'-1"
6'-1"
LIVE
20"
T-0"
T-0"
T-0"
T-0"
25
16"
8'-3"
8'-3"
8'-3"
8'-3"
12"
10'-2"
10'-2"
10'-2"
10'-2"
25
24'.'..°
5'-10'
5'-10"
5'-10"
5'-10"
30
20"
6'-9"
6'-9"
6'-9"4'
6'-9" .
16"
8'-0"
8'-0"
8'-0"
8'-0"
12"
9'-10"
9'-10"
9'-10"
9'-10"
30
24"
5'-0"
5'-0"
5'-0"
5'-0"
20"
5'-10"
5'-10"
5'-10"
5'-10"
16"
6'-11"
6-11"
6-11"
6'-11"
60
12"
8'-8"
8'-8"
8'-8"
8'-8"
40
24"
3'-11"
T-11"
T-11"
T-11"
20"
4'-7"
4'-7"
4'-7"
4'-7"
16"
5'-6"
5'-6"
5'-6"
5'-6"
12"
6'-11"
6'-11"
6'-11"
6-11"
60
24"
2'-9"
2'-9"
2'-9"
2'-9"
20"
3'-3"
3'-3"
3'-3"
3'-3"
16"
T-11"
T-11"
T-11"
3'-11"
12"
5'-0"
5'-0"
5'-0"
5'-0"
1 ABLE 1.16
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure,B Exposure C
(psf)
(in)
130 140 150 170
10
24"
13'-8"
13'-8"
13'-8"
12'-9"
LIVE
20"
15'-4"
15'4"
15'-0"
14'-0"
16"
17'-7"
17'-7"
16'-8"
15'-7"
20
12"
20'-9"
20'-2"
18'-9"
17'-10"
20
24"
8'-5"
8'-5"
8'-5"
8'-5"
LIVE
20"
9'-8"
9'-8"
9'-8"
9'-8"
25
16"
11'-4"
.11'-4"
11'-4"
11'-4"
12"
13'-8"
13'-8"
13'-8"
13'-8"
25
24"
8'-2"
-8'-2".:
`8'-2"
8'-2!'.--i-
'-2°':20"
30
20"
9'-4"
9'-4"
9 -4"
9'-4"
16"
10'-11"
10'-11"
10'-11"
10'-11"
12"
13'-3"
13'-3"
13'-3"
13'-3"
30
24"
T-1"
T-1"
T-1"
T-1..
20"
8'-2"
8'-2"
8'-2"
8'-2"
16"
9'-7"
9'-7'=
9'-7"
9'-7"
60
12"
11'-9"
'11'-9"
11'-9"
1 11'-9"
40
24"
5'-8"
5'-8',;
5'-8"
5'-8"
20"
6'-6"
6'-6"
6'-6"
6'-6"
16"
T-9"
7-9"
T_9"
T-9"
12"
9'_7„
09'-7"
9'-7"
9'_7„
60
24"
4'-0"
77-77
4'-0"
4'-0"
20"
4'-8"
4'-8"
4'-8"
4'-8"
16"
5'-8"
,5'-8"
5'-8"
5'-8"
12"
T-1"
`7'-1""
T-1"
T-1"
ICC ESR 1953 (2012 IBC) 2/24/2014 Page 10 of 106
[Eff i11marm
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure B Exposure C
(psf)
(in)
130 140 150 170
10
36"
11'-8"
11'-8"
11'-8"
11'-6"
LIVE
30"
12'-8"
12'-8"
12'-8"
12'-3"
24"
15'-4"
164"
15'-3"
14'-2"
20
16"
19'-8"
19'-8"
18'-6"
17'-3"
20
36"
6-10"
6'-10"
6'-10"
6'-10"
LIVE
30"
T-6"
T-6"
T-6"
T-6"
25
24"
9'-5"
9'-5"
9'-5"
9'-5"
16"
12'-8"
12'-8"
12'-8"
12'-8"
25
36"
6'-7"
6-7"
6'-7"
.6'-7"
30
30"
T-3"
.7'-3"
T-3"
T-3"
24"
9'-1"
9'-1"
9'-1"
9'-1"
16"
12'-2"
12'-2"
12'-2"
12'-2"
30
36"
5'-8"
5'-8"
5'-8"
5'-8"
30"
6'-3"
6'-3"
6'-3"
6'-3"
24"
T-11"
T-11"
T-11"
T-11"
60
16"
10'-9"
10'-9"
10'-9"
10'-9"
40
36"
4'-5"
4'-5"
4'-5"
4'-5"
30"
4'-10"
4'-10"
4'-10"
4'-10"
24"
6'-3"
6'-3"
6'-3"
6'-3"
16"
8'-8"
8'-8"
8'-8"
8'-8"
60
36"
T-0"
T-0"
T-0"
T-0"
30"
T-5"
T-5"
T-5"
T-5"
24"
4'-5"
4'-5"
4'-5"
4'-5"
16"
6'-3"
6'-3"
6'-3"
6'-3"
IAbLL 1.1b
f
3"x3" Rafter na 6" o/c (Sinale and Multisnan)
Ground
Metal
Wind Speed and Exposure
Snow Load
Gauge
Exposure B Exposure C
(psf)
(in)
130 140 150 170
10
0.024"
12'-5"
12'-5"
11'-8"
10'-11"
LIVE
0.032"
16'-11"
16-11"
15'-10"
14'-10"
0.040"
21'-1"
21'-1"
19'-9"
18'-5"
20
0.024"
8'-5"
8'-5"
8'-5"
8'-5"
LIVE
0.032"
11'-9"
11'-9"
11'-9"
11'-9"
0.040"
14'-10"
14'-10"114'-10"
14'-10"
25
0.024"
8'-2"
8'-2"
8'-2"
8'-2"
0.032"
11'-5"
11'-5"
11'-5"
11'-5"
0.040"
14'-6"
14'-6"
14'-6"
14'-6"
30
0.024"
T-4"
T-4"
7'-4"
7'-4"
0.032"
10'-4"
10'-4"
10'-4"
10'-4"
0.040"
13'-1"
13'-1"
13'-1"
13'-1"
40
0.024"
6'-1"
6-1"
6'-1"
6'-1"
0.032"
8'-9"
8'-9"
8'-9"
8'-9"
0.040" 1
11'-2"
11'-2"
11'4"
11'-2"
60
0.024"
4'-8"
4'-8"
4'-8"
4'-8"
0.032"
6'-9"
6'-9"
6'-9"
6'-9"
0.040"
8'-10"
1 8'-10"
8'-10"
8'-10"
1ABLL 1.14
FEB 24 2014
Metals Bu' ' s _ LA Q1 INTe
5005 Vete n' n I �J ' V I
Holbrook, Y
(s31) 5x3 4 ooff
B�ILDING &SAFE DEPT-
-4
Carl Putna ,
P E FOR CONSTRUCTION
3441 Ivylink Place BY
Lynchburg, ,gl —
1 ATTlrF in r)niml C 0ACTCO CO MO cno ^�.... rn ...
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure B Exposure C
(psf)
(in)
140 150 160 170
10
48"8'
4 "
7'-8"
6'_7"
6'-0"
LIVE
40"
9'-4 "
8'-7"
7'-5"
6'-9"
72"
32"
10'-7"
9'-9"
8' 6"
7'-10"
72"
24"
12' 4"
11'-5"
10'-0"
9'-0"
20
48"
5'-6"
5'-6"
5'-6"
5'-6"
LIVE
40"
6'-3"
6'-3"
6'-3"
6'-3"
72"
32
7-4'
7'-4"
7'-4"
7'-4"
62"
24"
8'-10"
8'-10"
8'-10"
8'-10"
25
4$"
5'-3"
5'-3"
5'-3"
5'-3"
52"
40
6,.1
6'-1"
-6'-1"
6-1
66"
32"
7'-1"
7'-1"
7'-1"
7'-1"
40"
24"
8'-7"
8'-7"
8'-7"
8'-7"
30
48"
4'-7"
4'-7"
4'-7"
4'-7"
40"
5'-3"
5'-3"
5'-3"
5'-3"
32"
6'-3"
6-3"
6'-3"
6'-3"
24"
7'-7"
7'-7"
7'-7"
7'-7"
40
48"
3'-7"
3'-7"
3'-7"
3'-7"
40"
4'-2"
4'-2"
4'-2"
4'-2"
32"
F -O"
5'-0"
5'-0"
5'-0"
24"
6'-3"
6'-3"
6'-S' 1
6'-3"
60
48
2'-6"
2'-6"
2'-6"
2'-6"
40"
3'-0"
3'-0"
3'-0"
3'-0"
32
3'-7"
3'-7"
3'-7"
3'-7"
24"
4'-7"
4'-7"
4'-7"
4'-7"
1 AISLE 1.33
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure B Exposure C
(psf)
(in)
140 150 160 170
10
48"
12'-7"
11'-8"
11'-3"
10'-5"
LIVE
40"
13'-10"
12'-10"
12'-4"
11'-5"
72"
32"
15-5"
14'-5"
13'-10"
12'-10"
72"
24"
17'-9"
16'-6"
15'-11"
14'-9"
20
48"
8'-11"
8'-11"
8'-11"
8'-11"
LIVE
40"
9'-11"
9'-11"
9'-11"
9'-11"
72"
32"
11'-3"
11'-3"
11'-3"
11'-3"
62"
24"
13'-2"
13'-2"
13'-2"
13'-2"
25.
48"
8'-8"
8'-8"
8'-8"
8'-8"-
52"
40"
9'-8"
9'-8"
9'4"
9-4-
66"
32"
10'-11"
10'-11"
10'-11"
10'-11"
40"
24"
12'-10"
12'-10"112'-10"
16'-7"
12'-10"
30
48"
7'-9"
7'-9"
7'-9"
7'-9"
40"
8'-8"
8'-8"
8'-8"
8'-8"
32"
9'-11"
9'-11"
9'-11"
9'-11"
24"
11'-7"
11'-7"
11'-7"
11'-7"
40
48"
6'-6"
6'-6"
6'-6"
6-6--
-6"40"
40"
7'-3"
7'-3"
7'-3"
7'-3"
32"
8'-4"
8-4-
8-4-
8-4-
24"
9'-11"
9'-11"
9'-11"
9'-11"
60
48"
4'-11"
4'-11"
4'-11"
4'-11"
40"
5-7"
5'-7"
5'-7"
5'-7"
32"
6'-6"
6-6"
6'-6"
6'-6"
24"
7'-9"
7'-9" 1
7'-9"
7'-9"
I ABLE 1.34
tWKAUI.1:V•�:c kMWC-u canuyn9 1116Y01:1u
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure B Exposure C
(psf)
(in)
140 150 160 170
10
48"
16-5"
15'-4"
13'-9"
12'-9"
LIVE
40"
17'-11"
16'-9"
15'-0"
14'-0"
72"
32"
19'-4"
18'-6"
16'-8"
15'-7"
72"
24"
21'-1"
20'-2"
18'-9"
17'-10"
20
48"
11'-11"
11'-11"
11'-11"
11'-11"
LIVE
40"
13'-1"
13'-1"
13'-1"
13'-1"
72"
32"
14'-8"
14'-8"
14'-8"
14'-8"
62"
24"
17'-0"
17'-0"
17'-0"
17'-0"
25
48"
11'-7"
11:-7"
1177
11'--7-
"-40"
52"
-40"
12'-9"
12'-9"
12'-9"
12'-9"
66"
32"
14'-4"
14'4"
14'-4"
14'-4"
40"
24"
16'-7"
16'-7"
16'-7"
16'-7"
30
48"
10'-6"
10'-6"
10'-6"
10'-6"
40"
11'-7"
11'-7"
11'-7"
11'-7"
32"
13'-0"
13'-0"
13'-0"
13'-0"
24"
15'-1"
15'-1"
15-1"
15-1"
40
48"
9'-0"
9'-0"
9'-0"
9--0,-
'-0"40"
40"
9'-11"
9'-11"
9'-11"
9'-11"
32"
11'-2"
11'-2"
11'-2"
11'-2"
24"
13'-0" 1
13'-0"
13'-0"
13'-0"
60
48"
7'4"
7'-1"
7'-1"
7'-1"
40"
7'-11"
7'-11"
7'-11"
7'-11"
32"
9'-0"
9'-0"
9'-0"
9'-0"
24"
10'-6"
10'-6" 1
10'-6" 1
10'-6"
ICC ESR 1953 (2012 IBC) 2/24/2014 Page 11 of 106
I ABLE 1.35
U.042-y-i'W" Hatter Wi ltmnnn)
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure B Exposure C
(psf)
(in)
140 150 160 170
10
36"
15'-0"
13'-11"
12'-4"
11'-6"
LIVE
30"
15'-11"
14'-10"
13'-2"
12'-3"
72"
24"
18'-4"
17'-1"
15'-3"
14'-2"
72"
16"
22'-3"
20'-9"
18'-6"
17'-3"
20
36"
10'-8"
10'-8"
10'-8"
10'-8"
LIVE
30"
11'4"
11'-4"
11'-4"
11'-4"
72"
24"
13'-4"
13'4"
13'4"
13'-4"
62"
16"
16'-7"
16-7"
16'-7"
16'-7"
25 =
.36".
10'-4"
10'-4"
10'-4"
10'-4"
52"
30"
11'-1"
11'-1"
11'-1"
11'-1"
66"
24"
13'-0"
13'-0"
13'-0"
13'-0"
40"
16"
16-2"
16'-2"
16'-2"
16'-2"
30
36"
9'-3"
9'-3"
9'-3"
9'-3"
30"
9'-11"
9'-11"
9'-11"
9'-11"
24"
11'-9"
11'-9"
11'-9"
11--91-
1'-9"16"
16"
14'-8"
14'-8"
1 14'4"
14'-8"
40
36"
7'4"
7'-9"
7'-9"
T-9--
'-9"30"
30"
8'-4"
8'-4"
8'4"
8'-4"
24"
9'-11"
9'-11"
9'-11"
9--11--
'-11"16"
16"
12'-7"
12'-7"
12'-7"
12'-7"
60
36"
5'-11"
5'-11"
5'-11"
5-11"
30"
6-5"
6'-5"
6-
24"
7'-9"
7'-9"
7'-
16"
9'-11"
9'-11"
9'-
Lattice Tubes
Ground
Lattice
Wind S
Snow Load
Tube
Exp C
(psf)
(in)
170
10
1.5"
72"
LIVE
2"
72"
2"x3"
72"
3"
72"
20
1.5"
72"
LIVE
2"
72"
2"x3"
62"
3"
72"
25
1.5"
72"
2"
70"
2"x3"
60"
3"
72"
30
1.5"
66"
2"
62"
2"x3"
54"
3"
72"
40
1.5"
55"
2"
52"
2"x3"
45"
3"
66"
60
1.5"
43"
2"
40"
2"x3"
34"
3"
50"
t
eed and Exoosure
FEB 24 2014
Metals Building Products
5005 Veteran's Memorial Hwy
Holbrook, NY 11741
(631) 563-4000
5'
11"
6'-5"
Carl Putnam, P. E.
9"
7'-9"
3441 Ivylink Place
9'-11"
Lynchburg, VA 24503
(ABLE
1.36
carlputnam@comcast.net
LATTICE COVER-2.O-P_OST-SPACINGS-FOR-PATIO AND-COMMERC-IAL-COVERS-NnwINn eal=e!
TABLE 2.1Attached
0.042" z3" z8"Alum Beam LAO,
Dble 0.042"x3"x8" Alum Beam LA2!
Dble 0.040"x2"x6.5" Alum Beam LA2!
A
Single
Freestanding of
25
Attached Singl
Freestanding oI
B
Attached
Freestanding of
27
28
Span Structure
Multispan Units
20
Span Structure
Multispan Units
26
Structure
Multispan Units
GROUND
TRIB
MAX
MAX
23
24
MAX POST LENGTH
MAX
8
21
MAX POST LENGTH
MAX
28
17'-4"
MAX POST LENGTH
SNOW
WIDTH
POST
POST
MIN
FOOTER
8' I 10' I 12'
POST
MIN
FOOTER
8' I 10' I 12'
POST
MIN
FOOTER
8' I 10' I 12'
LOAD
(FT)
SPACING
SPACINC
POST
SIZE
CONSTRAINED FOOTEF
SPACINC
POSI
SIZE
CONSTRAINED FOOTE
SPACING
POS1
SIZE
CONSTRAINED FOOTEF
(PSF)
22
ON SLAB
(FT)
TYPE
"d"
"d" "d" "d" I
(FT)
TYPE
"d"
d" "d" I "d"
(FT)
TYPE
"d"
"d" d" "d"
25
(FT)
13'-7"
11'-2"
(in)
(in) (in) (in)
22
23
(in)
(in) (in) (in)(in)
I
C
22
24
(m) (In) (in)
10
3
22'-8"
14'-10"
A
18
23
25
26
21'-1"
B
20
25
27
28
18'-8"
B
20
24
25
26
LIVE
3.5
19'-5"
13'-8"
A
19
23
24
26
19'-7"
8
21
25
26
28
17'-4"
B
20
23
25
26
MIN
4
17'-0"
12'-8"
8
19
23
24
25
18'-3"
B
21
25
26
27
16-2"
B
21
23
24
26
CONSTRAINED FOOTEP
4.5
15'-1"
11'-10"
B
19
22
24
25
17'-3"
C
22
24
26
27
15'-3"
B
21
23
24
25
5
13'-7"
11'-2"
8
20
22
23
25
16'-4"
C
22
24
25
27
14'-6"
B
21
22
24
25
5.5
12'-4"
10'-7"
B
20
22
23
24
15'-6"
C
23
24
25
26
13'-9"
B
22
22
23
25
6
11'-4"
10'-1"
B
20
22
23
24
14'-10"
C
23
23
25
26
13'-2"
C
22
22
23
25
6.5
10'-5"
9'-7"
B
20
21
23
24
14'-2"
C
23
23
25
26
12'-7"
C
22
22
23
24
7
91-8"
9'-2"
B
21
21
23
24
13'-8"
C
23
23
24
26
12'-2"
C
23
23
23
24
7.5
9'-1"
8'-10"
B
21
21
22
24
13'-2"
C
24
24
24
26
11'-8"
C
23
23
23
24
'
8
8'-6"
8'-5"
B
21
21
22
23
12'-8"
C
24
24
24
25
11' 4"
C
23
23
23
24
t
8.5
8'-0"
8'-2"
B
21
21
22
23
12'-3"
D
24
24
24
25
10'-11"
C
23
23
23
24
b
9
7'-6"
T-10"
B
21
21
22
23
11'-10"
D
24
24
24
25
10'-7"
C
23
23
23
24
?�
9.5
7'-2"
7'-7"
B
21
21
22
23
11'-6"
D
25
25
25
25
10'-4"
C
24
24
24
24
10
6'-9"
7'-4"
B
22
22
22
23
11'-2"
D
25
25
25
25
10'-0"
C
24
24
24
24
11
6'-2"
6'-11"
B
22
22
22
23
10'-7"
E
25
25
25
25
9'-6"
D
24
24
24
24
12
5'-8"
6'-6"
C
22
22
22
23
10'-1"
E
25
25
25
'25
9'-1"
D
25
25
25
25
13
5'-2"
6'-2"
C
22
22
22
23
1 9'-7"
E
26 It
26 1
26 1
26
8'-8"
E
25
25 1
25 1
25
10
3
22'-8"
14'-10"
A
20
26
27
29
21'-1"
B
23
28
29
31
18'-8"
B
22
26
27
29
LIVE
3.5
19'-5"
13'-8"
A
21
25
27
28
19'-7"
B
24
27
29
30
17'-4"
B
23
25
27
28
MIN
4
17'-0"
12'-8"
8
21
25
26
28
18'-3"
8
24
27
28
30
16'-2"
B
23
25
26
28
CONSTRAINED FOOTEP
4.5
15-1"
11'-10"
B
22
24
26
27
17'-3"
C
25
26
28
29
15'-3"
B
24
25
26
28
'1�5I
13'-7"
11'-2"
�-I
%:7
24
26
27
16'-4"
C
25
26
28
29
14'-6"
B
24
24
26
27
5.5
12'-4"
10'-7"
B
22
24
25
27
15'-6"
C
25
26
27
29
13'-9"
B
24
24
26
27
6 '
11'4"
10'-1"
B
23
24
25
26
14'-10"
C
26
26
27
29
13'-2"
C
25
25
25
27
6.5
10'-5"
9'-7"
8
23
23
25
26
14'-2"
C
26
26
27
28
12'-7"
C
25
25
25
27
7
9'-8"
9'-2"
B
23
23
25
26
13'-8"
C
26
26
27
28
12'-2"
C
25
25
25
26
7.5
9'-1"
8'-10"
B
23
23
24
26
13'-2"
C
27
27
27
28
11'-8"
C
26
26
26
26
'
'8
8'-6"
8'-5"
B
24
24
24
26
12'-8"
C
27
27
27
28
11'-4"
C
26
26
26
26
t
8.5"
8'-0"
8'-2"
B
24
24
24
25
12'-3"
D
27'
27
27
27
10'-11"
C
26
26
26
26
b
9
7'-6"
T-10"
B
24
24
24
25
11'-10"
D
27
27
27
27
10'-7"
C
26
26
26
26
?�
9.5
7'-2"
7'-7"
B
24
24
24
25
11' 6"
D
28
28
28
28
10'-4"
C
27
27
27
27
10
6'-9"
7'-4"
B
24
24
24
25
11'-2"
D
28
28
28
28
10'-0"
C
27
27
27
27
11
6'-2"
6'-11"
B
24
24
24
25
10'-7"
E
28
28
28
28
9'-6"
D
27.
27
27
27
12
5'-8"
6'-6"
C
25
25
25
25
10'-1"
E
29
29
29
29
9'-1"
D
28
28
28
28
13 1
5'-2" 1
6'-2" 1
C 1
25 1
25 1
25 1
25 11
9'-7" 1
E 1
29 1
29
29
29 11
8'-8" 1
E 1
28
28 1
28
28
20--.
3'
11'-10"
16'-4'%
B
.16.-;•
22
23
24
15'-2" .
C
18
2425
24
26
13'-6"
B
18 -
22
23 .
_ 25
LIVE
3.5 ,i
.: 10'-2;'
9'-5"
B
16
21
23
24
-14'-0"
C
='i9
23
-25 -
-"26
_ 12'-5"
C
18
22
23
24
MIN
4
8'-11"
8'-8"
B
17
21
22
24
13'-0"
C
19
23
24
26
11'-7"
C
18
21
23
24
CONSTRAINED FOOTEP
4.5
7'-11"
8'-1"
B
17
21
22
23
12'-2"
D
20
22
24
25
10'-11"
C
19
21
22
24
5
7'-1"
T-7"
B
17
20
22
23
11'-6"
D
20
22
24
25
10'-3"
C
19
21
22
23
5.5
6'-5"
T-1"
B
17
20
21
23
10'-10"
E
20
22
23
25
9'-9"
D
19
21
22
23
6
5'-11"
6'-8"
B
18
20
21
22
10'-4"
E
20
22
23
24
9'-4"
D
20
20
22
23
6.5
5'-5"
6'-4"
C
18
20
21
22
9'-10"
E
21
21
23
24
8'-11"
D
20
20
22
23
7
5'-1"
6'-0"
C
18
20
21
22
9'-5"
E
21
21
23
24
8'-6"
E
20
20
21
23
7.5
4'-9"
5'-9"
C
18
19
21
22
VA.,
E
21
21
23
24
8'-2"
E
20
20
21
22
'
8
4'-5"
5'-6"
C
18
19
21
22
8'-8"
F
21
21
22
24
7'-11"
E
20
20
21
22
t
8.5
4'-2"
5'-3"
C
18
19
20
22
8'-5"
F
21
21
22
23
7'-8"
E
21
21
21
22
b
9
T-11"
5'-0"
C
18
19
20
22
8'-1"
F
21
21
22
23
7'-5"
E
21
21
21
22
?�
9.5
3'-9"
4'-10"
C
18
19
21
22
T-10"
F
22
22
22
23
7'-2"
E
2.1
21
21
22
10
3'-6"
4'-8"
C
19
19
21
22
T-7"
F
22
22
22
23
6'-11"
F
21
21
21
22
11
3'-2"
4'-4"
C
19
20
21
22
T-1"
F
22
22
22
23
6'-6"
F
21
21
21
22
12
2'-11"
4'-0"
C
19
20
21
23
6'-8"
F
22
22
22
23
6'-2"
F
22
22
22
23
13
2'-8"
3'-9"
C
19
20
22
23
6-4" 1
F 1
22 1
22 1
22
1 23
5'-11"
F 1
22 1
22
1 22 1
23
ICC ESR 1953 (2012 IBC) 2/24/2014
1f TABLE 2.1
0.042"x3"x8" Alum Beam LAO,
Dble 0.042"x3"x8" Alum Beam LA2!
Dble 0.040"x2"x6.5" Alum Beam LA2!
B
Attached Singl
Freestanding of
23
Attached Single
Freestanding of
E
Attached Single
Freestanding of
24
26
Span Structure
Multispan Units
'17
Span Structure
Multispan Units
24
Span Structure
Multispan Units
GROUND
TRIB
MAX
MAX
21
22
MAX POST LENGTH
MAX
E
18
MAX POST LENGTH
MAX
25
11'-1"
MAX POST LENGTH
SNOW
VVI DTH
POST
POST
MIN
FOOTER
8' I 10' I 12'
POST
MIN
FOOTER
8' ( 10' I 12'
POST
MIN
FOOTER
8' I 10' I 12'
LOAD.
(FT)
SPACING
SPACINC
POSI
SIZE
CONSTRAINED FOOTE
SPACINC
POST
SIZE
CONSTRAINED FOOTEP
SPACING
POST
SIZE
CONSTRAINED FOOTEF
(PSF) "
20
ON SLAB
(FT)
TYPE
"d"
"d" I "d" d"
(FT)
TYPE
"d"
"d" "d" "d"
(FT)
TYPE
"d"
"d" "d" d"
23
(FT)
5'-4"
T-0"
(in)
(in) (in) (in)
20
21
(in)
(in) (in) (in)
F
19
(in)
(in) (in) (in)
30
3
8'-0"
9'-1"
B
15
21
23
24
13'-6"
E
18
23
24
26
12'-0"
C
'17
21
23
24
20
3.5
6'-10"
8'-3"
C
16
21
22
23
12'-5"
E
18
23
24
25
11'-1"
D
17
21
22
24
1i
4
6'-0"
7'-7"
C
18
22
24
25
11'-6"
E
21
24
26
27
10'-3"
E
20
23
24
26
22
4
6'-0"
T-7"
C
16
20
22
23
11'-6"
E
18
22
24
25
10'-3"
E
18
21
22
23
4.5
5'-4"
T-0"
C
16
20
21
23
10'-9"
F
19
22
23
25
9'-8"
E
18
21
22
23
5
4'-10"
6'-6"
C
16
20
21
22
10'-1"
F
19
22
23
24
9'-1"
E
18
20
22
23
5.5
4'-4"
6-1"
C
17
20
21
22
9'-7"
F
19
21
23
24
8'-7"
F
19
20
21
23
6
4'.0"
5'-9"
C
17
19
21
22
9'-1"
F
19
21
23
24
8'-2"
F
19
20
21
22
6.5
T-8"
5'-5"
C
17
19
20
22
81-8"
F
20
21
22
24
T-10"
F
19
20
21
22
7
T-5"
5'-2"
C
17
19
20
22
8'-3"
F
20
21
22
23
7'-6"
F
19
20
21
22
'
7.5
T-2"
4'-11"
D
17'
19
20
21
7'-11"
F
20
21
22
23
7'-2"
F
19
19
21
22
t
8
T-0"
4'-8"
D
17
19
20
21
7'-7"
F
20
20
22
23
6'-11"
F
20
20
21
22
b
8.5
2'-10"
4'-5"
D
17
19
20
21
7'-3"
F
20
20
22
23
6'-8"
F
20
20
20
22
?�
9
2'-8"
4'-3"
D
17
19
20
22
7'-0"
F
20
20
21
23
6'-6"
F
20
20
20
22
9.5
2'.6"
4'-1"
D
17
19
21
22
6'-9"
F
21
21
21
23
6'-3"
F
20
20
21
22
30 '.
3
8'-0"
9'-1"
B
17
23
25
26
13'-6"
E
20
25
27
28
12'-0"
C
19
23
25
26
20
3.5
6'-10"
8'-3"
C
18
23
24
25
12'-5"
E
20
25
26
28
11'-1"
D
20
23
24
26
1i
4
6'-0"
7'-7"
C
18
22
24
25
11'-6"
E
21
24
26
27
10'-3"
E
20
23
24
26
22
-4.5
5'-4"
7'-0"
C
18
22
23
25
10'-9"
F
21
24
25
27
9'-8"
E
20
22
24
25
5
4'-10"
6'-6"
C
18
22
.23
24
10'-1"
F
21
24
25
26
9'-1"
E
21
22
24
25
5.5
4'-4"
6'-1"
C
19
21
23
24
9'-7"
F
22
23
25
26
8'-7"
F
21
22
23
25
6
4'-0"
5'-9"
C
19
21
23
24
9'-1"
F
22
23
25
26
8'-2"
F
'21
22
23
24
6.5
3'-8"
5'-5"
C
19
21
22
24
8'-8"
F
22
23
24
26
T-10"
F
21
21
23
24
7
3'-5"
5'-2"
C
19
21
22
23
8'-3"
F
22
23
24
25
T-6"
F
22
22
23
24
7.5
T-2"
4'-11"
D
19
20
22
23
7'-11"
F
23
23
24
25
7'-2"
F
22
22
23
24
3'-0"
4'-8"
D
19
20
22
23
7'-7"
F
23
23
24
25
6'-11"
F
22
22
22
24
t
8.5
2'-10"
4'-5"
D
19
20
22
23
7'-3"
F
23
23
24
25
6'-8"
F
22
22
22
24
9
2'-8"
4'-3"
D
19
21
22
24
7'-0"
F
23
23
23
25
6'-6"
F
22
22
22
24
9.5
2'-6"
4'-1"
D
20
21
22
24
6'-9"
F
23
23
23
25
6'-3"
f
23 1
23
23 1
24
40 L 9 6'-1" 7'-7" C 15 20 22 23 11'-7" E 17 22 24 25 10'-4" E
3.5 5'-2" 6'-11" C 15 20 21 23 10'-7" F 17 22 23 24 9'-6" E
4 4'-6" 6'-3" C 15 20 21 22 9'-9" F 17 21 23 24 8'-10" E
4.5 4'-0" 5'-10" C 15 19 21 22 9'-1" F 18 21 23 24 8'-3" F
5 3'-7" 5'-4" C' 15 19 20 22 8'-7" F 18 21 22 24 7'-9" F
5.5 3'-3" 5-0" D 16 19 20 21 8'-1" F 18 21 22 23 T-4" F
6 T-0" 4'-8" D 16 19 20 21 7'-7" F 18 20 22 23 T-0" F
6.5 2'-9" 4'-5" D 16 18 20 21 7'-3" F 19 20 22 23 6'-8" F
.7 2'-7" 4'-2" D 16 18 .... 20 21 6'-11 F - 19 20 21 23 6'-4" F
7.5 2'-5" 3'-11" D Is -18.- '20 21 : 6'-7" F 19 20 21 22 6'-1" F
8 2'-3" 3'-9" E 16 19 20 21 6'-3" F 19 20 21 22 5'-10" F
'8.5 2'-1" 3'-7" E 16 19 20 21 6'-0" F 19 20 21 22 5'-8" F
t 9 2'-0" 3'-5" E 16 19 20 22 5'-10" F 19 19 21 22 5'-5" F
115 MPH EXPOSURE C or 130 MPH EXPOSURE B
40 3 6'-1" 7'-7" C 16 22 24 25 11'-7" E 19 24 26 27
3.5 5'-2" 6'-11" C 17 22 23 25 10'-7" F 19 24 25 27
4 4'-6" 6'-3" C 17 21 23 24 9'-9" F 20 23 25 26
4.5 4'-0" 5'-10" C 17 21 23 24 9'-1" F 20 23 25 26
5 3'-7" 5'-4" C 17 21 22 24 0'-7" F 20 23 24 26 C.
5.5 3'-3" 5'-0" D 17 21 22 23 8'-1" F 20 22 24 25 S4
6 T-0" 4'-8" D 18 20 22 23 7'-7" F 21 22 24 25
16
21
22
23
17
20
22
23
17
20
22
23
17
20
21
22
17
20
21
22
18
19
21
22
18
19
21
22
18
19
20
22
18
19
20
22,
18
19
-20
''-21 ..
19
19
20
21
19
19
20
21
19
19
20
22
1 6.5 2'-9" 4'-5" D 18 20 22 23 7'-3" F 21 22 23 25 ✓ 1 ' I NTA
7 2'-7" 4'-2" D 18 20 21 23 6'-11" F 21 22 23 25 # 5
7.5 2'-5" 3'-11" D 18 20 22 23 6'-7" F 21 22 23 24 i TY DEPT.
8 2'-3" 3'-9" E 18 20 22 23 6'-3" F 21 21 23 24
8.5 2'-1" 3'-7" E 18 20 22 23 6'-0" F 21 21 23 24
9 1 2'4" 3'-5" E 18 21 22 24 5'-10" F 22 22 23 24 Tza"rmoN
Page 12 of 106
DATE�BY
LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS NORMAL WIND AREA!
able 0.040"x2"x6.5" Alum Beam LA2!
20
0.042"x3"x8" Alum Beam LAO,
Dble 0.042"x3"x8" Alum Beam LA2!
10'-4"
TABLE 2.1
Multispan Units
Attached Single
Freestanding of
27
Attached Single
Freestanding of
MIN
FOOTER
8' I 10' I 12'
Span Structure
Multispan Units
SIZE
Span Structure
Multispan Units
GROUND
TRIG
MAX
MAX
10'-2"
(in)
MAX POST LENGTH
MAX
23
25
MAX POST LENGTH
SNOW
WIDTH
POST
POST
MIN
FOOTER
8' I 10' I 12'
POST
MIN
FOOTER
8' 1 10' I 12'
LOAD
(FT)
SPACING
SPACIN
POST
SIZE
CONSTRAINED FOOTE
SPACIN
POS
SIZE
CONSTRAINED FOOTE
(PSF)
22
ON SLAB
(FT)
TYPE
"d"
"d"
I "d"
I "d" I
(FT)
TYPE
"d"
"d"
I "d"
I "d"
able 0.040"x2"x6.5" Alum Beam LA2!
20
Attached
Freestanding of
10'-4"
Structure
Multispan Units
MAX
25
27
MAX POST LENGTH
POST
MIN
FOOTER
8' I 10' I 12'
PACING
POS1
SIZE
CONSTRAINED FOOTE
(FT)
TYPE
"d"
-d-d" I "d"
3.5
10'-2"
(in)
(in) (in) (in)
115 MPH EXPOSURE C or 130 MPH EXPOSURE B
20
3
11'-10"
10'-4"
8
18
24
25
27
15'-2"
C
21
26
27
29
13'-6"
B
20
24
25
27
LIVE
3.5
10'-2"
9'-5"
B
19
23
25
26
14'-0"
C
21
25
27
28
12'-5"
C
20
24
25
26
4
4
8'-11"
8'-8"
B
19
23
24
26
13'-0"
C
22
25
26
28
11'-7"
C
21
23
25
26
4.5
4.5
T-11"
8'-1"
B
19
22
24
25
12'-2"
D
22
24
26
27
10'-11"
C
21
23
24
26
5
5
7' 1"
7'-7"
B
19
22
24
25
11'-6"
D
22
24
26
27
10'-3"
C
21
23
24
26
5.5
5.5
6'-5"
7'-1"
B
20
22
23
25
10'-10"
E
23
24
25
27
9'-9"
D
22
22
24
25
6
6
5'-11"
6'-8"
8
20
22
23
25
10'4"
E
23
24
25
27
9'-4"
D
22
22
24
25
6.5
6.5
5'-5"
64"
C
20
21
23
24
9'-10"
E
23
23
25
26
8'-11"
D
22
22
23
25
7
7
5'-1"
6'-0"
C
20
21
23
24
9'-5"
E
23
23
25
26
8'-6"
E
23
23
23
25
7.5
7.5
4'-9"
5-9"
C
20
21
23
24
9'-1"
E
24
24
25
26
8'-2"
E
23
23
23
24
8
8
4'-5"
5'-6"
C
20
21
22
24
8'-8"
F
24
24
24
26
7'-11"
E
23
23
23
24
8.5
8.5
4'-2"
5'-3"
C
21
21
22
24
8'-5"
F
24
24
24
26
7'-8"
E
23
23
23
24
9
9
3'-11"
5'-0"
C
21
21
22
24
8'-1"
F
24
24
24
25
T-5"
E
23
23
23
24
9.5
9.5
T-9"
4'-10"
C
21
21
22
24
T-10"
F
24
24
24
1
25
7'-2"
E
24
1
24
24
24
10
10
3'-6"
4'-8"
C
21
21
23
24
T-7"
F
24
24
24
25
6'-11"
F
24
24
24
24
19
11 1
3'-2" 1
4'4"
C 1
21 1
21 1
23 1
24 11
T-1" 1
F 1
25
25
25
25 11
6'-6"
F
24
24
24
24
25
3
9'-7"
10'-1"
B
16
22
23
24
14'-10"
D
18
23
25
26
13'-2"
C
17
22
23
25
6' 6.5' 7' 7.5' 8' 8.5'
3.5
8'-2"
9'-2"
B
16
21
23
24
13'-8"
E
19
23
24
26
12'-2"
C
18
21
23
24
POST
4
T-2"
8'-5"
C
17
21
22
23
12'-8"
E
19
23
24
25
11'-4"
D
18
21
23
24
SIZE
4.5
6'4"
7'-10"
C
17
21
22
23
11'-10"
E
19
22
24
25
10'-7"
E
19
21
22
24
5
5'-9"
7'4"
C
17
20
22
23
11'-2"
F
20
22
23
25
10'-0"
E
19
21
22
23
13
5.5
5'-2"
6'-11"
C
17
20
21
23
10'-7"
F
20
22
23
24
9'-6"
E
19
20
22
23
14
6
4'-9"
6'-6"
C
17
20
21
22
10'-1"
F
20
22
23
24
9'-1"
E
19
20
22
23
14
6.5
4'-5"
6'-2"
C
18
20
21
22
9'-7"
F
20
21
23
24
8'-8"
F
20
20
21
23
14
7
4'-1"
5'-10"
C
18
19
21
22
9'-2"
F
21
21
23
24
8'-4"
F
20
20
21
23
14
7.5
T-10"
5'-7"
C
18
19
21
22
8'-10"
F
21
21
22
24
8'-0"
F
20
20
21
22
14
8
3'-7"
5'-4"
C
18
19
20
22
8'-5"
F
21
21
22
23
T-8"
F
20
20
21
22
14
8.5
3'4"
5'-1"
D
18
19
20
21
8'-2"
F
21
21
22
23
7'-5"
F
20
20
21
22
14
9
T-2"
4'-10"
D
18
19
20
22
7'-10"
F
21
21
22
23
T-2"
F
21
21
2122
24
14
9.5
3'-0"
4'-8"
D
18
19
21
22
7'-7"
F
21
21
22
23
V-11"
F
21
21
21
22
25
3
9'-7"
10'-1"
B
cnrv�urcc
18
24
P
25
26
14'-10"
D
20
26
27
29
13'-2"
C
20
24
25
27
6' 6.5' 7' 7.5' 8' 8.5'
3.5
8'-2"
V-2"
B
18
23
25
26
13'-8"
E
21
25
27
28
12'-2"
C
20
23
25
26
POST
4
T-2"
8'-5'
C
19
23
24
26
12'-8"
E
21
25
26
28
11'-4"
D
21
23
25
26
SIZE
4.5
64"
7'-10"
C
19
22
24
25
11'-10"
E
22
24
26
27
10'-T'
E
21
23
24
26
5
.5'-9"
7'4"
C
19
22
24
25
11'-2"
F
22
24
26
27
10'-0"
E
21
23
24
25
13
5.5
5'-2"
6'-11"
C
19
22
23
25
10'-7"
F
22
24
25
27
9'-6"
E
22
22
24
25
14
6
4'-9"
6-6'-
C
20
22'
23
124
10'-1"
F
23
24
25
26
9'-1"
E
22
-22
2425
D
14
6.5
4'-5"
6'-2"
C'
20
21
23
24
9'-7"
F
23
23
25
26
8'-8"
F
22
22
23
25 I
14
7
4'-1"
5'-10"
C
20
21
23
24
9'-2"
F
23
23
25
26
8'4"
F
22
22
23
25
14
7.5
Y-10"
5'-7"
C
20
21
22
24
V-10"
F
23
23
24
26
8'-0"
F
23
2'-2"
23
24
14
8
T-7"
5'4"
C
20
21
22
24
8'-5"
F
24
24
24
26
T-8"
F
23
2'-0"
23
24
14
8.5
3'4"
5'-1"
D
20
21
22
23
8'-2"
F
24
24
24
25
7'-5"
F
23
1'-10"
23
24
14
9
T-2"
4'-10"
D
20
21
22
24
T-10"
F
24
24
24
25
T-2"
F
23
J23
23
24
14
9.5
T-0"
4'-8"
D
20
21
22
24
T-7"
F
24
24
24
25
6'-11"
F
23
V-7"
23
24
14
10
2'-10"
4'-6"
D
21
21
23
24
7'4"
F
24
24
24
25
6'-9"
F
24
1' 6"
24
24
GENERAL INSTRUCTIONS FOR THESE TABLES
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20 PSF MIN)
4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR
CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1
6. CHOOSE A HEADER FROM TABLE 2.1 THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2.1
ICC ESR 1953 (2012 IBC) 2/24/2014
60
0.042"x3"x8" Alum Beam LAO,
Dble 0.042"x3"x8" Alum Beam LA2!
Dble 0.040"x2"x6.5" Alum Beam LA2!
TABLE 2.1
15
Attached Singif
Freestanding of
24
Attached Single
Freestanding of
17
Attached Single
Freestanding of
26
8'4"
Span Structure
Multispan Units
22
Span Structure
Multispan Units
6' 6.5' 7' 7.5' 8' 8.5'
Span Structure
Multispan Units
GROUND
TRIB
MAX
MAX
22
24
MAX POST LENGTH
MAX
18
23
MAX POST LENGTH
MAX
7'-7"
F
MAX POST LENGTH
SNOW
WIDTH
POST
POST
MIN
FOOTER
8' I 10' 12'
POST
MIN
FOOTER
8' I 10' I 12'
POST
MIN
FOOTER
8' I 10' I 12'
LOAD
(FT)
SPACING
SPACINE
POS1
SIZE
CONSTRAINED FOOTE
SPACINC
POST
SIZE
CONSTRAINED FOOTEF
SPACING
POST
SIZE
CONSTRAINED FOOTER
(PSF)
21
ON SLAB
(FT)
TYPE
"d"
"d" "d" "d"
(FT)
TYPE
"d"
"d" "d" "d"
I (FT)
TYPE
"d"
"d" d" d"
5
(F)
4'-0"
D
(in)
(in) (in) (in)
21
23
(In)
(in) (in) (in)
19
22
(in)(in)
(in) (in)
115 MPH EXPOSURE 8
60
3
4'-1"
5'-10"
C
13
19
21
22
9'-2"
F
16
2123
22
24
8'-4"
F
15
20
21
23
F
3.5
X-6"
5'-3"
C
14
19
20
22
8'-4"
F
16
21
22
23
. 7'-7"
F
15
20
21
22
F
4
3-0"
4'-9"
D
14
19
20
21
7'-8"
F
16
20
22
23
7'-0"
F
16
19
21
22
F
4.5
2'-8"
4'-4"
D
14
18
20
21
7'-1"
F
16
20
2123
5'-3"
6-6"
F
16
19
20
22
F
5
2'-5"
4'-0"
D
14
18
19
21
6'-7"
F
17
20
21
22
6'-2"
F
16
19
20
21
5.5
2'-2"
3'-8"
E
14
18
19
20
6'-2"
F
17
20
21
22
5-9"
F
16
19
20
21
6
2'-0"
3'-5"
E
14
18
19
20
5'-10"
F
17
19
21
22
5'-6"
F
16
18
20
21
6.5
1'-10"
Y-2"
E
14
18
19
21
5'-6"
F
17
19
21
22
5'-2"
F
17
18
20
21
7
V-9"
T-0"
E
14
18
20
21
5'-3"
F
17
19
20
22
4'-11"
F
17
18
20
21
7.5
V-7"
2'-10"
E
14
18
20
21
5'-0"
F
17
19
20
21
4'-9"
F
17
18
20
21
8
1' 6"
2'-8"
E
14
19
20
21
4'-9"
G
17
19
20
21
4'-6"
F
17
19
20
21
8.5
V-5"
2'-6"
E 1
14 1
19 1
20
21 11
4'-6" 1
G 1
17
19
20
21
4'4"
F
17
19
20
21
115 MPH
FXPrIR11RF
C
- 14n
MPH FYPr1Si
IPG
R
60
3
4'-1"
5'-10"
C
15
21
23
24
9'-2"
F
17
23
25
26
8'4"
F
17
22
23
25
6' 6.5' 7' 7.5' 8' 8.5'
3.5
3'-6"
6-3"
C
15
21
22
24
8'-4"
F
18
23
24
25
7'-7"
F
17
21
23
24
10'
4
3'-0"
4'-9"
D
15
20
22
23
7'-8"
F
18
22
24
25
7'-0"
F
18
21
23
24
11.5'
4.5
2'-8"
4'13"
D
16
20
21
23
T-1"
F
18
22
23
25
6-6"
F
18
21
22
24
5
2'-5"
4'-0"
D
16
20
21
23
6'-7"
F
19
22
23
24
6'-2"
F
18
21
22
23
5.5
2'-2"
T-8"
E
16
19
21
22
6'-2"
F
19
21
23
24
5'-9"
F
18
20
22
23
6
2'-0"
S-5"
E
16
19
21
22
5'-10"
F
19
21
23
24
5'-6"
F
19
2022
23
6.5
1'-10"
3'-2"
E
16
20
21
22
6-6"
F
19
21
22
24
5'-2"
F
19
1
20
21
23
7
1' 9"
T-0"
E
16
20
21
23
5'-3"
F
19
21
22
24
4'-11"
F
19
20
21
23
OVER-
HANG
Post Description
TABLE 2.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
PROJECTION OF SINGLE SPAN STUCTURES (FT)
POST Detail
Code #
0.024"x3"x3" Post w/ Sideplat
(FT)
8'
9'
10'
11'
12' 13' 14' 15' 16' 17'
18'
19'
20'
21'
0'
4'
4.5'
5'
5.5'
6' 6.5' 7' 7.5' 8' 8.5'
9'
9.5'
10'
10.5'
1'
4.5'
5'
5.5'
6'
6.5' 7' 7.5' 8' 8.5' 9'
9.5'
10'
10.5'
11'
2'
5'
5.5'
6'
6.5'
7' 7.5' 8' 8.5' 9' 9.5'
10'
10.5'
11'
11.5'
3'
n/a
n/a
n/a
n/a
7.5' 8' 8.5' 9' 9.5' 10'
10.5'
11'
11.5'
12'
4'
n/a
n/a
n/a
n/a
n/a n/a Na n/a 10' 10.5'
11'
11.5'
12'
12.5'
5'
n/a
n/a
n/a
n/a
n/a n/a n/a n/a n/a n/a
n/a
n/a
12.5'
13'
TABLE 2.3 Post Requirements
for Attached Single Span Structures
Post Description
Max
Hgt
POST Detail
Code #
0.024"x3"x3" Post w/ Sideplat
12'
C
LA22
Alum 0.032"x3"x3" Lockseam
11'
D
LA15
Alum 0.040"x3"x3" Lockseam
11'
E
LA15
Alum 0.055"x3"x3" Fluted
10'
F
LA19
Alum 0.075"x3"x3" Square
10'
G
MU49
Steel 0.043"x3"x3" Lockseam
12'
H
LA15
Alum 0.120"x3"x3" Square
10'
1
LA20
Steel 0.043"x3"x3" Lockseam
10'
J
LA15
Alum 0.120"x4"x4" Square
12'
K
LA20
3/16"x3"x3" Steel Squarf
14'
L
LA17
8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN
TABLE 2.1 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT
FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4
9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6
10. USE THE APPROPRIATE DETAILS. DETAILS MAY REQUIRE POST TO UPGRADED.
11. ALL LATTICE NOT USING DETAIL LA36 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET MISCS
FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.1
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
SLAB 9. FOLLOW 9-11 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES
Page 13 of 106
Carl Putnam, P. E.
3441 Ivylink Place
Lynchburg, VA 24503
cariputnamea comcast.net
TABLE 2.4 Post Requirements for
Freestanding Structures or Multispan Attached Structures
Post Description
Maximum
Foctina
Max
Height
POST
Code Detail #
Steel 0.043"x3"x3" Lockseam
d= 20"
8'
C
MU49
Steel 0.043"x3"x3" Lockseam
- d=.. 22"
8'
&
MU49
Alum 0.120"x3"x3" Square
d= 25"
8'
D
LA20
Alum 0.120"x3"x3" Square
d= 27"
8'
B
LA20
Alum 0.120"x4"x4" Square
d= 28"
8'
E
LA20
3/16"x3"x3" Steel Square
d= 29"
13'
F
I -A17
Alum 0.120"x4"x4" Square
d= 32"
10'
E
LA20
3/16"x3"x3" Steel Square
d= 32"
10'
G
LA17
3/16"x4"x4" Steel Square
d= 35"
14'
1
LA17
3/16"x4"x4" Steel SquarE
d= 38"
10'
J
LA17
3/16"x5"x5" Steel Sol inre
d= 42"
14'
K
LA17
3/16"x6"x6" Steel Squarr
d= 47"
15'
L I
LA17
Metals Building Products
5005 Veteran's Memorial Hwy
Holbrook, NY 11741
(631) 563-4000
FEB 24 2014
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