13-1076 (PAT)P.O. 1504
78-495-CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
13-000010`76
Property Address:
49145 RIO ARENOSO
APN:
646-330-004- - -
Application description:
PATIO COVER - RESIDENTIAL
Property Zoning:
LOW DENSITY RESIDENTIAL
Application valuation:
6000
Applicant: Architect or Engineer:
(16 075U(2:7116 A )4-
-----------------
LICENSED CONTRACTOR'S DECLARATION
- / VOICE (760) 777-7012
FAX (760) 777-7011
BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
I hereby affirm under penalty of perjury thatam lice sed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business n ssiOne
Is Code, and my License is in full force and effect.
License Class: D03 if License No.: 835140
0
Date: Contractor: -
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to '
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
(_) I, as owner of the property, or my employees with wages as their sole. compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
(_) I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.I.
Lender's Name: _
Lender's Address:
LQPERMIT
Date: 8/27/13
Owner:
MARJORIE HOWERTON
49145 RIO ARENOSO
LA QUINTA, CA 92253
(
r
o o
Contractor:
AWNING & SCREEN,
AUG,ATLAS
I A ? 7 Z��3
754 S. WILLIAMS ROAD
PALM SPRINGS, CA 92264
(760) 327-8466
CITY OF IA QUINTA
F►NAIVGP
Lic. No.: 835140
OFPT.
-----------------------------------------------
WORKER'S COMPENSATION DECLARATION
1 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 7600004167121
I certify that, in the performance of the work for which this permit is issued, I.shall not employ any
person in any ma#ORRS'
ome subject to the workers' compensation laws of California,
and agree that, isubject to the workers' compensation provisions of Section
(% 3700 of the Labs isionsisions.
Date:61Z7/P Applicant:WARNING: FAILURE TO SECURMPENSATION COVERAGE ISUNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1 . Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application beco s null and void if work is not commenced
within 180 days from date of issuance of such per , or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state th1buildingruction,
rmation is correct. I agree to comply with all
city and county ordinances and state laws relating to and hereby authorize representatives
of this couunntty� too�e7nter upon the above-mentioned prtion ur os
Date: 8_= Signature (Applicant or Agent):
LQPERMIT
Application Number
13-00001076
Permit PATIO COVER
2013
Additional desc.
Permit Fee . . . . 95.81
Plan Check Fee
.00
Issue Date . . . .
Valuation
6000
Expiration Date 2/23/14
Qty Unit Charge Per
Extension
1.00 95.8100 EA MISC
PATIO COVER, STD
95.81
----------------------------------------------------------------------------
Special Notes and Comments
PATIO COVER - 299SQ FT LATTICE
AMERIMAX
PATIO.COVER AT COURTYARD. 2010
CALIFORNIA BUILDING CODES.
----------------------------------------------------------------------------
Other Fees
BLDG STDS ADMIN (SB1473)
1.00
PLAN CHECK, PATIO COVER
94.38
PERMIT ISSUANCE M/P/E
90.57
STRONG MOTION (SMI) - RES
.60
Fee summary Charged
---------------------------
Paid Credited
------------------------------
Due
Permit Fee Total 95.81
.00 .00
95.81
Plan Check Total .00
.00 .00
.00
Other Fee Total 186.55
.00 .00
186.55
Grand Total 282.36
.00 .00
282.36
LQPERMIT
City of La Quinta
Building & Safety Division
P.O. Box 1504
18-495 Calle Tampico
La Quinta, CA 92253
Building Permit Application and Tracking Sheet
AQn6710�W Owner's Name: 141,01
Address:0 �0&I
:eU4
City,ST, Zip:
Telephone:
Project Description:
City Lic. #:
. ... . ....
Construction Type: Occupancy:
..........
.. .... .......
Project type (circle one): New Add'n Aher Repair Demo
.............
. .. .......
Sq. Ft.: # Stories: 4 Units:
Estimated Value of Projectgo /?Jq
RANCHO LA QUINTA
MASTER ASSOCIATION
Architectural Control Committee
August 21, 2013
Marjorie Howerton
49145 Rio Arenoso
La Quinta, CA 92253
Re: . 49-145 Rio Arenoso — Approval of Submission
Dear Ms. Howerton,
The Architectural Committee reviewed your submission to install an alumawood shade cover,
remodel your existing pool & spa, and re -surface your patio at your home at the above address in the
Ventanas Association at Rancho La Quinta.
The above requests are approved upon the following conditions:
• Alumawood shade cover is permitted under the condition that it will not be visible
from the street or common areas.
• All work is to be done in accordance with all applicable requirements of governmental
entities, including the City of La Quinta and in accordance with all Homeowners Association
architectural guidelines and governing documents.
• If required, a City of La Quinta building permit will be obtained and copy furnished to the
Association prior to commencement of work
• Materials may not be stacked on the street.
• No other structural changes are approved with this submission.
Once completed, please submit a "Notice of Completion" and the Association's Architect will
schedule an inspection so we can process your deposit for return.
Thank you in advance and if you have any questions please do not hesitate to call me at the on-site
office (760) 777-8807.
Sincerely,
Nena T. Rutherford-Milward, CCAM®, CMCA®, AMS®, PCAW
Association General Manager
760-777-8807 fax 760-777-8961
n.rutherford@dm-iintemet.com
www.rlgma.com
AUG 2,
CITY
NIOF LA E QUINTA
ELOPMFNT
P.O. BOX 6419 • LA QUINTA, CA 92248-6419 • 760-777-8807 • FAX 760-777-8961
o '
RE(I"'.1-EIVED"
AUG_2 7_.2013 _-
CITY -OF LA QUINTA
COMMUNITY DEVELOPMENT-
•
01
4uG2- 111w6 'Pep- Giy e
ORD. t -
p
b3 _LC5 P,9570 I
�1
I TE: Architectural projections (roof overhangs,
x
c imneys, awnings, canopies, cantilevered windo F'B
OF LA QUINTA
ay encroach a maximum of 2 feet into any required setback,ING &SAFETY DEPT.
b shall be not less than 3-1/2 feet from any property line._ . PR ED(' MC §9:50.060) �,�%R CONST_ UCTION
^ATE
AMerimax Building ducts Patio Cover, Carport and Commercial Structure Engineering 2009 IBC
PAGES
DRAWING
SECTION DESCRIPTION
_
2 PAGES
GN01-2009
GENERAL NOTES
GN02-2009
r RECEIVED
2 PAGES
SC01-2009
SOLID PANEL STRUCTURAL CONFIGURATIONS
SCO2-2009
ALUMAWOOD STRUCTURAL CONFIGURATIONS
AUG 2 7 2013
LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES
1 PAGE
LATTICE PATIO AND COMMERCIAL STRUCTURES IN 90 MPH WIND AREAS
CITY OF LARUINTA
4 PAGES
LATTICE 2.0 POST SPACINGS FOR
COMMUNITY DEVELOPMENT
LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS
4 PAGES
PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES
3 PAGES
LT01-2009
COMPONENT
LT02-2009
LT03-2009
SOLID COVER 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES
2 PAGES
'10
SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 90 MPH WI AR S
PAGES
SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WI D AREA
CITY OF LA QU INTA
10 PAGES
SOLID COVER 6.0 POST
BUILDING & SAFETY DEPT.
4 PAGES
NP01-2009
COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS
P P 0 /C^
VUCCTIIOON
NP02-2009
SSlp
o��Sg1�N
CONST
NP03-2009
�0
NP04-2009,
PUrN�
DETAILS
9 PAGES
CD01-2009
COMPONENT PARTS AND CONNECTION
8 9
•�.sto
e
CD02-2009
CD03-2009
* 0
IL
CD04-2009
SFr v \
FOF CALIF
CD05-2009
OF `FOS
CD06-2009
OCT 20 2011
CD07-2009
C D08-2009
CD09-2009
J 04 2013
October 11, 2011
7 PAGES
M1-2009
MISCELLANEOUS DETAILS
M2-2009
FAN BEAM DETAILS
7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES
M3-2009
M4-2009
7.0 FOOTING AND SLAB ATTACHMENT TABLES
FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS
M5-2009.
7.0 REQUIREMENTS
M6-2009
7.0 FORCES ON EXISTING STRUCTURES
STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS
M7-2009
M8-2009
CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS
GENERAL NOTES:
(CONTINUED FROM SHEET NO. 1)
11. STEEL FASTENERS SHALL BE EITHER STAINLESS (3000.SERIES), GALVANIZED OR DOUBLE
CADMIUM PLATED. BOLTS SHALL BE ASTM A-307 HOT DIPPED GLAVANIZED, MECHANICALLY
GALVANIZED, ZINC ELECTROPLATED, ALUMINIZED OR 300 SERIES STAINLESS STEEL. CONCRETE
ANCHOR BOLTS ARE SPECIFIED IN THE DETAILS. ALL WOOD SCREWS MUST COMPLY WITH
ANSI/ASME STANDARD 818.6.1 AHD AND AF&PA NDS -05 11.1.4. ALL LAG SCREWS MUST COMPLY
WITH ANSI/ASME 818.2.1 AND AF&PA NDS -05 11.1.3. ALL STEEL WASHERS TO BE ASTM F844 W1
DIMENSIONS IN ACCORDANCE WITH ASME B18.22.1, TYPE A. ALL STEEL NUTS TO BE ASTM A563.
THE MINIMUM WASHER DIAMETER SHALL BE 1" FOR BOLTED CONNECTIONS. SCREWS AND BOLTS
WILL HAVE A MINIMUM EDGE DISTANCE OF 2X FASTENER DIAMETER.
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 U, AND X) MAY BE LOCATED ANYWHERE. -
14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO -ICC- ESR 1730, 2196 OR
EQUIVALENT AND USE HEADS W/ DIAMETERS EQUAL TO #8=-156-" #10=2", #12=J-3 3" AND #14 = 2'. OR
STEEL WASHERS OF SIMILAR DIAMETER AND AS PER GENERAL NOTE #11
15. STRUCTURES MAY NOT BE ENCLOSED IN ANY MANNER WITHOUT ADDITIONAL ENGINEERING
ANALYSIS OR APPROVAL OF THE LOCAL BUILDING AUTHORITY.
16. ALUMINUM SOLID ROOF PANELS ARE CLASS A FIRE RATED AS INDICATED BY THE EXCEPTION
42 IN IBC SECTION 1505.2.
17. STRUCTURES MAY BE ATTACHED TO EAVE OVERHANGS PER SCHEDULE.
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 6.7.
19. WHEN A SINGLE SPAN ATTACHED UNIT IS ATTACHED TO A WOODEN DECK, THE MAXIMUM
DEAD LOAD + LIVE LOAD FROM THE PATIO COVER IS 750 LBS AND THE POST SPACING SHALL NOT
EXCEED THAT SPECIFIED FOR ATTACHING TO A CONCRETE SLAB. THE MAXIMUM CONNECTION
UPLIFT LOAD IS 1162 LBS FOR 90MPH EXP C WIND SPEED. CONNECTIONS ARE FOR MAXIMUM
PATIO ROOF HEIGHTS OF 12 FT FROM GRADE. THE EXISTING DECK STRUCTURE MUST BE
ADEQUATE TO SUSTAIN THESE ADDITIONAL LOADS. THE STRUCTURAL ADEQUACY OF THE DECK
TO SAFELY SUSTAIN THESE ADDITIONAL LOADS WILL REQUIRE APPROVAL BY LOCAL BUILDING
AUTHORITY OR ADDITIONAL ENGINEERING. SEE DETAIL L13, N12 OR AL. CONSTRUCTION OUTSIDE
OF THESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING.
20. All structures must comply with one of the following:
a. All structures with a roof snow load of 30 psf or less may be built in Seismic Design
Category (SDC) A -D up to the maximum Ss noted in General Note #3.
b. Structures with flat roof design snow loads over 30 psf complying with IBC Section 1613.1
Exception #1 do not require additional seismic analysis.
c. Structures not complying with (a) or (b) require additional engineering seismic analysis.
21. DRIFTING SNOW IS ADDRESSED IN DETAIL M4. 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.
23. WOOD USED IN CONNECTIONS SHALL BE PROTECTED FROM WEATHER AS PER IBC SECTION
1403.2 AND/OR 1503, WHICHEVER IS MORE STRINGENT.
24. AT LEAST ONE HORIZONTAL DIMENSION OF THE COVER (PROJECTION OR WIDTH) SHALL BE
LESS THAN 30'
GENERAL NOTES FOR LATTICE STRUCTURES:
(PERTAINS TO LATTICE STRUCTURES ON DRAWINGS SCO2-2009 AND LT01-2009 THRU LT03-2009.)
1. SEE GENERAL NOTE #3 FOR LIVE AND SNOW LOADS.
2. NOTE INTENTIONALLY LEFT BLANK.
3. SINGLE SPAN ATTACHED LATTICE STRUCTURES THAT DO NOT USE DETAIL L29 MUST COMPLY
WITH TABLE L1 AND L2 ON SHEET M5.
OCT 20 2011
04 20
*( E� 683 20t �* ' BU NG PROODmS`�, INC. PSUITE 100
EANo TEXAS 79 2a PARKWAY
\I
UF OR PART GENERAL NOTES
Page 3 of 60 }I�\ NONE NAME
ICC ESR 1398 (2009 IBC) 10/11/2011
DATE: DRAWING SHEET
OR, PART GN02-2009 2 OF 2
s
LENGTH
VARIES
00% OF PROJECTION
MIN. LENGTH FOR MIN. LENGTH &
SEE SCNEDULE F ENERS PANEL J
NO OF #10 SM
FASCIA
HEADER NSTALL
COLUMN
VERTICAL
1 1/2-
---I I
PANEL MAY
OVERHANG 25%
OF.CLEARSPAN
MAXIMUM
pp SPA •MIN. SLOPE 0.25"/FT. SEND FASCIA
COVER PANEL
ATTACHMENT TO
MIN 3,5' CONCRETE
=
SLAB MAY BE USED
WHERE PERMITTED
W
SEE SCHEDULE
PROVIDE 1 i
MIN3.5' CONCRETE SLAB DRAIN
REQ'D W/ CONSTRAINED
_
Thy
FOOTINGS
1 J
•�" I C_SEE SCHEDULE FOR
�F FOOTING SIZE.
SINGLE SPAN ATTACHED STRUCTURE
`PROVIDE 1 1/2"
DRAIN
_ I
MIN 3.5' CONCRETE SLAB REQ'
W/ CONSTRAINED FOOTINGS
MULTISPAN ATTACHED CANTILEVERED STRUCTURE
PATI❑ COVERS ARE LIMITED TO 12'
HEIGHT, CARPORTS AND COMMERCIAL
STRUCTURES ARE LIMITED TO 15'
HEIGHT.
ICC ESR 1398 (2009 IBC) 10/11/2011
COVER PN
1/2"0 STEEL
BAR (RE—BAR w
2
SEE SCHEDULE FOR SIZE
DETAIL AQ OR N29 ONLY
SEE SCHEDULES. PRO IE NOTE: SEE SCHEDULE FOR POSTS. ALL POSTS TO BE
LENGTH VARIES. OF CA FASCIA _SoJECTION
100% INSTALLED VERTICALLY. MAY HAVE MORE THAN 2 POSTS (PER INTERMEDIATE BEAM).
MIN• �GTFI = END
FA CIA
MULTISPAN FREESTANDING ALS
WEEVER OVER PANEL STRUCTURE OQ� FOR
HEADER OV
25% ONS1ISfSS�Fp �4yQ
SPACING =
" MIN 3.5' CONCRETE SLAB REQ'D
Q SEE SCHEDULE FOR
W/ CONSTRAINED FOOTINGS
— —
FOOTING S1ZE
MAX. O'HANG 25% OF
SINGLE SPAN ATTACHE) CAI1ryLEMMED STRUMS POST SPACING
SEE SCHEDULE FOR
44 FP POST SPACING
� OHgy�O
f N
MIN 3.5' CONCRETE SLAB REQ'D
3/8"0 X 9' REBAR F W/ CONSTRAINED FOOTINGS
SEE SCHEDULE FOR SIZE d"
DETAIL AQ OR N29 ONLY
SINGLE SPAN FREESTANDING STRUCTURE
LENGTH VARIES P
110_J�
FO POST SIZE SEE
PO .
SCHEbuLEs
2 HEADER VnVOMIATE
INSTALL BEAM
COLUMN
VERTICALLY STLCOLTYP
d
—PROVIDE 1 1/2'
DRAIN _
MIN 3.5' CONCRETE SLAB REQ' "d "d' 'd"
W/ CONSTRAINED FOOTINGS
AIUI THAN ATTACHED SIRUCIURE
HEADER
g ONDE 1 1/2
MIN 3,5' CONCRETE SLAB
W/ CONSTRAINED FOOTIN
PLACE 3/8'0 STL(Ij
—3/8'0 STEEL BAR
(RE—BAR)
SEE SCHEDULE FOR .SIZE
DETAIL AQ OR N29 ONLY
Page 4 of 60
C 81
* EXP.. 0
"d"
S2
i
SEE SCHEDULE FOR SIZE
DETAIL AQ OR N29 ONLY VIZY
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OCT 20 2011
04 2013
PiZ JJL11� 1i 5208 TENNYSON PARKWAY
UVG PRODUCTS, INC. SUITE 100
PLANO, TEXAS 75024
.0
NONE OR' PART SOUD PANEL STRUCTURAL
NAME CONFIGURATIONS
)ATE:__RRAWIqNG SHEET
NUMBERT SC01-2009 1 OF 2
r
3'X8' ALUM HEADER
3'X8' STEEL C
DOUBLE ALUM HEADER
DOUBLE STEEL C BEAM
LATTICE OVERHANG 36''MAX
24' MAX FOR 30 PSF SNOW
LOAD OR HIGHER
I
MIN 3.5' CONCRETE SLAB
REQ'D W/ CONSTRAINED
FOOTINGS
SINGLE SPAN ATTACHED
*LATTICE STRUCTURE
❑'HANG
PROVIDRAIN
MULTISPAN UNITS
REFER TO GENERAL
NOTE 22.
�ollll�l . y
fI
MULTISPAN FREESTANDING
LATTICE STRUCTURE
MAXIMUM ,l"0ll •SAF,RAFTER
OVERHANG FyO"(5-�\GF
�IS
CLEARARSPAN
LATTICE OVERHANG
36' MAX
24' MAX FOR 30
PSF SNOW LOAD OR
POST HT. HIGHER
G
3"x 8"x 12 6r 16 GA
STEEL C" BEAM F Q
FOR BEAM
DETAIL'Ll8'. P DETAIL �SS��O�FF
ATTACHMENT TOMIN 3,5' MIN 3.5' CONCRETE SLAB REQ' / nO1�
CONCRETE SLAB. MAY BE W/ CONSTRAINED FOOTINGS SG
USED WHERE PERMITTED SEE SCHEDULE FOR SIZE--��gl�
SEE SCHEDULE DETAIL L29 ONLY�� 'd-
VARIES -
d"
SEE SCHEDULES•
� { VARI DO°_ OF PRO�ECTtoN FASCIA
MIN. LENGTH / R 2'X6.625', .3'X8' OR
3' 3' ALUM RAFTERS
x
AD
ERER MAX COVER PANEL LATTICE:
OVERHANG
SEE DETAIL L3
25XSPACING TO
MIN 3.5' CONCRETE SLAB
MIN 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED
'd REQ'D W/ CONSTRAINED FOOTINGS
FOOTINGS
SEE SCHEDULE FOR
FOOTING SIZE "d'
nun c coeu pTrACkl) faun__,,,, Fl�FR� EDS1RUCiURE
VERHANG
(i-
TW--TW--TW—
FREESTANDING STRUCTURE ATTACHED STRUCTURE
ICC ESR 1398 (2009 IBC) 10/11/2011 Page 5 of 60
rnrni _,v %.irn'ru iT1.n T1T6rQAM
TW
P
TT
.RAFTER SPAN
EASPAN)
OR MORE SPANS
--2"x6.625", 3"x8" OR 3"x3" ALUM. RAFTERS.
OF CLEAR SPAN
"t T PLACE 3/8' 0X 9"
Eri'.6/,3oi201s
SEE SCHEDULE FOR SIZE
i
DETAIL L29 ONLY
VIL a\P
FOF CALIFO�
OCT 20 2011
JUN 04 2013
e-imax
5208 TENNYSON PARKWAY
B UILD INC PRODUCTS, INC.
100
PLANO
TEXAS 75024
'CMP
SCALE:
NONE
DRAWINT ALUMAWOOD STRUCTURAL
OR PAR CONFIGURATIONS
NAME
DATO�RPARGT SHEET
NUMBER SCO2-2009 2 OF 2
LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES
n nuc"vr'va a9s" Rafter lM, ltknanl 0 032"0"x6.625" Rafter (Multisoan)
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exp C
( sf)
(in)
90 100 105 110
10
24"
7'-4"
7'-4"
V-10"
6'-4"
LIVE
20"
8'-5"
8'-4"
T-9"
T-3"
20
16"
9'_9,.
9,_8"
9'_0"
8._5„
LIVE
12"
11,_9"
11,_6„
10,_9"
10'_11
20
24"
4'-4„
4'-4"
4'-4"
4'-4"
LIVE
20"
5'-0"
5'-0"
5'-0"
5'-0"
30
16"
5'-11"
5'-11"
5'-11"
5'-11"
12"
7'4"
1 7'4"
1 7'-4"
7'4"
25
24"
4'-2"
4'-2"
4'-2"
4'-2"
20"
4'-10"
4'-10"
4'-10"
4'-10"
60
16"
5'-9"
5'-9"
5'-9"
5'-9"
12"
7'-1"
7'-1"
7'-1"
7'-1"
30
24"
3'-7"
3'-7"
3'-7"
T-7"
20"
4'-2"
4'-2"
4'-2"
4'-2"
16"
5'-0"
5'-0"
5'-0"
5'-0"
12"
6'-3"
6'-3"
6'-3"
6'-3"
40
24"
2'-9"
2'-9"
2'-9"
2'-9"
20"
3'-3"
T-3"
T-3"
3'-3"
16"
3'-11"
T-11"
T-11"
T-11"
12"
5'-0"
5'-0"
5'-0"
5'-0"
60
24"
1'-11"
1'-11"
1'-11"
l'-11"
20"
2'-3"
2'-3"
2'-3"
2'-3"
a60
16"
2'-9"
2'-9"
2'-9"
2'-9"
12"
3'-7"
3'-7"
3'-7"
3'-7"
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exp C
(psf)
in
90 100 105 110
10
24"
10'-11"
10'-11"
10'-11"
10'-8"
LIVE
20"
12'_3"
12,_3"
12,_3„
11,_10"
20
16"
14'_1"
14,_1"
14'_1"
13'-4"
LIVE
12"
16'-8"
16'-8"
16'-3"
15'-5"
20
24"
6'-8"
6'-8"
6'-8"
6'-8"
LIVE
20"
7'-8"
T-8"
T -e"
T-8"
30
16"
9'-0"
9'4"
9'-0"
9'-0"
12"
10'-11"
10'-11"1101-111,
10,_2"
10'-11"
25
24"
6'-5"
6'-5"
6'-5"
6'-5"
20"
7'-5"
7'-5"
7'-5"
T-5"
60
16"
8'-8"
8'-8"
8'-8"
8'-8"
12"
10'_7„
10'_7,
10,_7
1 10'-7"
30
24"
5'-7"
5'-7"
5'-7"
5'-7"
20"
6'-5"
6'-5"
6'-5"
6'-5"
16"
T-8"
T-8"
T-8"
T-8„
12"
9'-4"
9'-4„
9,-4„
9,-4„
40
24"
4'-5"
4'-5"
4'-5"
4'-5"
20"
5'-2"
5'-2"
T-2"
5'-2"
16"
6'-2"
6'-2"
6'-2"
6'-2"
12"
T-8"
7'-8"
T-8"
T-8"
60
24"
T-1"
T-1"
T-1"
T-1"
20"
3'-8"
3'-8"
3'-8"
3'-8"
a60
16"
4'-5"
4'-5"
4'-5"
4'-5"
12"
5'-7"
5'-7"
5'-7"
5'-7"
IMOLC 1.1
SINGLE SPAN TABLES
n n9a"v9"vs nqs" Raffpr tAinnlp Rnanl 0.032"x2"x6
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exp C .
s
in
90 100 105 110
10
24"'
8'-8"
T-5"
6'-10"
6'-4"
LIVE
20"
9'-9"
8'-4"
T-9"
7'-3"
20
16"
11,_2"
9'-8"
9'-0"
8'-5"
LIVE
12"
13,_2'•
11,-6"
10,_9"
10'_1"
20
24"
5'-2"
5'-2"
5'-2"
5'-2"
LIVE
20"
6'-2"
6'-2"
6'-2"
6'-2"
30
16"
'7'-8"
7'-8"
T-8"
T-8-
12"
10,_2"
10,_2"
10,_2"
101_11,
25
24"
4'-11"
4'-11"
4'-11"
-"
47 11
20"
5'-10"
5'-10"
V-10"
.5-10"
60
16„
7'-4"
T-4"
T-4"
7'-4"
12"
13'_8"
13,_9"
13•_9,•
13'_9„
30
24"
4'-1"
4'-1"
4'-1"
4'-1"
20"
4'-11"
4'-11"
4'-11"
4'-11"
16"
6'-1"
6'-1"
6'-1"
6'-1"
12"
8'-1"
8'-1"
8'-1"
8'-1"
40
24"
3'-1"
3'-1"
3'-1"
3'-1"
20"
T-8"
3'-8"
3'-8"
3'-8"
16"
4'-7"
4'-7"
4'-7"
4'-7"
12"
6'-1"
6'-1"
6'-1"
6'-1"
60
24"
2'-0"
2'-0"
2'-0"
2'-0"
20"
2'-5"
2'-5"
2'-5"
2'-5"
a60
16"
T-1"
3'-1"
T-1"
T-1"
12"
4'-1"
4'-1"
4'-1"
4'-1"
(Single Span)
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exp C
(s
in
90 100 105 110
10
24"
13'-7"
121.-0
11'-4"
10'-8"
LIVE
20"
15'-0"
13'-3"
12'-6"
11'-10"
20
16"
16'-10"
14'-11"
14'-1"
13'-4"
LIVE
12"
19,_5'
17,_3"
16,_3"
15'_5'
20
24"
8'-10"
8'-10"
8'-10"
8'-10"
LIVE
20"
10'-6"
101-6"
101-6"
10'-6"
30
16"
12,_3"
12,_3"
12,_3"
12'_3"
12"
14,_1"
14,_1'•
14'_1"
14'_1"
25
24"
8'-5"
8'-5"
8'-5"
8'-5"
20"
10,_1"
10'_1'•
10,_1,•
10'_1"
60
16"
11'-11"
11'-11"
11'-11"
11'-11"
12"
13'_8"
13,_9"
13•_9,•
13'_9„
30
24"
T-0"
T-0"
T-0"
7'-0"
20"
8'-5"
8'-5"
8'-5"
8'-5"
16"
10'-6"
10'-6"
10'-6"
10'-6"
12"
12'_7,
12'_7"
1 12'_7'
12'-7"
40
24"
5'-3"
5'-3"
5'-3"
5'-3"
20"
6'-4"
6'-4"
6'-4"
6'-4"
16"
7'-10"
7'-10"
T-10"
T-10"
12"
10'-6"
10'-6"
10'-6"
10'-6"
60
24"
3'-6"
T-6"
3'-6"
3'-6"
20"
4'-2"
4'-2"
4'-2"
4'-2"
a60
16"
5'-3"
5'-3"
5'-3"
5'-3"
12"
7'-0"
T-0"
T-0"
T-0"
1 AbLt l.b
ICC ESR 1398 (2009 IBC) 10/11/2011
919" Daff- /M„Ifi--1
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exp C
(psf)
(in)
90 100 105 110
10
24
14'-6"
14'-6"
14'-6"
14'-5"
LIVE
20"
16_2'
16'_2„
16'_2"
15,_10"
20
16"
18,_5,
18,_5,
18'_5"
17'-8"
LIVE
12"
21'_7'
21,_2„
20•_5,
19'-10"
20
24
9'-2"
9'-2"
9'-2"
9'-2"
LIVE
20"
10'-5"
10'-5"
10'-5"
10'-5"
30
16"
12'_1"
12'_1"
12•_1„
12,_1"
12"
14'-6"
14'-0"
14'-6"
14'-6"
25
24
8'-11"
8'-11"
8'-11"
8'-11"
20"
101_1"
101_1„
101_11,
101_1"
60
16"
11'-9"
11'-9"
11'-9"
11'-9"
12"
14'_1"
14'_1'
13,_1"
13,_1"
30
24"
7'-9"
T-9"
T-9"
T-9"
20"
8'-11"
8'-11"
8'-11"
8'-11"
16"
10'-4"
10'-4"
10'-4"
10'-4"
12"
12'-6"
12'-6"
1 12'-6"
1 12'-6"
40
24"
6'-3"
6'-3"
6'-3"
6'-3"
20"
7'-2"
7'-2"
T-2"
7'-2"
16"
8'-6"
8'-6"
8'-6"
8'-6"
12"
10'4"
10'-4"
10'-4"
10'-4"
60
24"
4'-6"
4'-6"
4'-6"
4'-6"
20"
5'-3"
5'-3"
5'-3"
5'-3"
a60
16"
6'-3"
6'-3"
6'-3"
6'-3"
12"
T-9"
T-9"
1 T-9"
T-9"
0'x2"x6.625" Rafter Single Span)
n nd7"v�"va" Raffpr IMiilti-nl
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exp C
(psf)
(in)
90 100 105 110
10
36"
12'-6"
12'-6„
12'-6„
12'_6"
LIVE
32"
13'-6"
13'-6"
13'-6"
13'-6"
20
24
16'_2 •
16,_2"
16'_2"
15_10„
LIVE
16"
20'_7'
20•_7'
20'_5•
19,4"
20
36"
T-7"
T-7"
T-7"
T-7"
LIVE
32"
8'4"
8'4„
8'4"
8'4"
30
24"
10'-3"
10'-3"
10'-3"
10'-3"
16"
13'-6„
13,_6"
13'_6"
13'-6"-
25
36"
7'-4„
7'-4"
7'-4"
7'-4"
32"
8'-0"
8'-0"
8'-0"
8'-0"
60
24"
9'-11"
9'-11"
9'-11"
9'-11"
16"
13'_1„
13'_1"
13,_1"
13,_1"
30
36"
6'-4"
6'-4"
6'4"
6'-4"
32"
6'-11"
6'-11"
6'-11"
6'-11"
24"
8'-8"
8'-8"
8'-8"
8'-8"
16"
11'_7'
11'_7,
11 _7"
11'_7'
40
36"
5'-0"
5'-0"
5'-0"
5'-0"
32"
5'-6„
5'-6"
5'-6"
5'-6-
24"
V-11".
6'-11"
6'-11"
6'-11"
16"
9'-5"
9'-5"
9'-5"
9'-5"
60
36"
3'-6"
T-6"
3'-6"
3'-6"
32"
T-11"
T-11"
T-11"
T-11"
24"
5'-0"
5'-0"
5'-0"
5'-0"
16"
6'-11"
1 6'-11"
6'-11"
6'-11"
Differ na" ntr tKA,dfi.- nr Ri-1.1
Ground
Rafter
Wind Speed and Exposure
Snow Load
Gauge
Exposure C
s
in
100 110 120 130
10
0.024"
12,_7'
12,_3"
11•_2"
10'_3"
LIVE
0.040"
16'-6"
16'-6"
16'-3"
15'-4"
20
0.024"
8'-7"
8'-7"
8'-7"
8'-7"
LIVE
0.040"
13'-1"
13'-1"
13'-1"
13'-1"
25
0.024"
8'-5"
8'-5"
8'-5"
8'-5"
LIVE
0.040"
17-10"
12,_10"
12'_10"
12,_10"
30
0.024"
T-6„
7'-6"
7'-6"
7'-6"
0.040"
12'-0"
12'-0"
12'-0"
12'-0"
40
0.024"
6'4"
6'-4"
6'-4"
6'-0"
0.040"
10'-3"
10'-3"
10'-3"
10'-3"
60
0.024"
4'-11"
4'-11"
4'-11"
4'-11"
1 0.040„
8'-1"
8'-1"
8'-1"
8'-1"
Amerimax Building Products
5208 Tennyson Parkway
Plano, Texas 75024
(ABLE 1.3 .IACLt 1.4 -
NOTE: RAFTERS MAY OVERHANG 26% OF THEIR CLEARSPAN Carl Putnam, P. E.
0.042'x3"x8" Rafter (Single Span 3441 Ivylink Place
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exp C
psf)
in
90 100 105 110
10
24"
17,_9"
16•_0"
15•_2'•.
14'_5"
LIVE
20"
19'_1•,
17'_7"
16,_8'•
15•_10"
16"
20'_6"
19•_5'
18•_7'
17'-8"
12"
22'_7•
21•_2"
20'-5"
19'_10"
2024"
36"
12'_8•
12,_8"
12•_8'•
12'_8"
LIVE
20"
13'-10"
13'-10'
13'-10"
13'-10"
16"
15'-5"
15'-5"
15'-5"
15'-5"
12"
17•_8,•
17'_9"
17'-9"
17•_8"
25
24"
12'-4"
12'-4"
121-4"
12'-4"
20"
13'-6"
13•_6„
13'_6';
13'-0"
16"
15'_1•,
151_11'
15•_1"
15'-1"
12"
17'-4"
17'-4"
17'-4"
1 17'4"
30
24"
10'_7"
10_7•'
10•_7•'
10'_7,
20"
12'-1"
12'-4"
12'-4"
12'-4"
16"
13'_9•,
13'_8"
13•_9"
13'-9"
12"
15'-10"
15'-10"
15'-10"
15'-10"
40
24"
T-11"
T-11"
T-11"
T-11"
20"
9'-6"
9'-6"
9'-6"
9'-6"
16"
11•_10"
11•_10"
11•_10'
11'-10"
12"
13•_8'•
13_8
13'_9'
13'-9"
60
24"
5'-4"
5'4"
5'4"
5'-4-
20"
6'-4"
6'4"
6'4"
6'-4"
16"
T-11"
7'-11"
T-11"
T-11"
12"
10_7,
10•_7"
10'_7•
10'_7"
I/ DLC 1.0
Page 6 of 60
GroundRafterg
Wind Speed and Exposure
Snow Load
Spacin
Exp C
(s
in
90 100 105 110
10
36"
16,_2"
14,-4"
13'-6"
12'_9"
LIVE
32"
17'-2"
15'-3"
14'-5"
13'-7"
24"
19'-11"
17'-8"
16'-9"
15'-10"
16"
24'_2"
21,_7,
20,_5'
19'-1"
'20
36"
9'-8"
9'-8"
9'-8"
9'-8"
LIVE
32"
10'-10"
10'-10"
10'-10"
10'-10"
24"
14'-4"
14'-4"
14'-4"
14'-4"
16"
17'_5
17'_5,
17,_5,
17'_5'
25
36"
9'-3"
9'-3"
9'-3"
9'-3"
32"
10'4
10' 4"
10' 4"
10,-4,•
24"
13'_9"
13'_9"
13'_9„
13 _9„
16"
17'-0"
17'-0"
17'-0"
17'-0"
30
36"
T-8"
T-8"::7-8
7'-8"
32"
8'-8"
8'-8"
8'-8"
8' 8"
24"
11'-6"
11'-6"
11'-6"
1 V-6"
16"
15,_7
15'-7"
15'_7,
15,_7'
40
36" '
51-9
5'-9"
5'-9"
5'-9"
32"
6'-6"
6'-6"
6'-6"
6'-6"
24"
8'-8"
8'-8"
8'-8"
8'-8"
16"
12'-11i1
12'-11"
12'-11"
12'-11"
60
36"
T-10"
T-10"
3'-10"
T-10"
32"
4'-4"
4'-4"
41-4 "
4'-4"
24"
5'-9"
5'-9"
5'-9"
5'-9"
16"
8'-8"
8'-8"
8'-8"
8'-8"
1/1DLC I.J
IMOLC -
Lynchburg, VA 24603
cariputnam(7a comcast.net
RAFTERS OIC SPACING MAY BE DOUBLED IF THE
RAFTERS ARE DOUBLED UP TO 48" O/C
�7Vil ��P
FOFCALIFC�
OCT 20 2011
*AE6W30-
\
155
JUN 04 2013
LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA:
12 Ga 3"x8" Steel C Beam Detail L18 16 Ga 3"x8' Steel C Beam,(Detail L18 Double 12 Ga 31x8' Steel C (Detail LS
TABLE 3.5 Attached Single Freestanding or Attached Single Freestanding or Attached Single Freestanding or
span Structure Muttispan Units span Structure Mullis an Units span Structure MMAX O Units
GROUND TRIG MAX POST MAX MAX POST LENGTH MAX AX POST LENGTH MAX MAX POST LENGTH
SNOW WIDTH POST REDID POST MIN FOOTER S' I 77 I 15' POST MIN I:LRI I 12 I 15' POST MIN FOOTER e 12' I 15'LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAINED FOOTS SPACING POSTNSTRAINED FOOTS SPACINGCONSTRAINED FOOTS(PSF) ON SLAB SLAB (FT) TYPE 'd 'd "d' "d' (FT) TYPEd'd 'd (FT) TYPE •� ((� (N)
IFT) M Pn M) (in) n) On) lin)
ICC ESR 1398 (2009 IBC) 10/11/2011
TABLE 3.5
110 MPH
EXPOSURE
B
Detail L18 Double 12 Ga 3"x8" Steel C Ietail L8
Freestanding or Attached Single Freestanding or
O
ISpen structure
Mullis an Units
spenSWcture
MuttispanUnits SpenShufAure Multis an Units
GROUND TRIB MAX POST
MAX
MAX POST LENGTH
MAX
MAX POST LENGTH MAX MAX POS7'LENG7H
FOOTS B' I 1Y I 15'
SNOW WIDTH POST RED'.
_
30'-0"
C
32
32
32
SPACIN POST SIZE
'd
105
5
13'-T
A
2r-0'
C
31
31
33
(in)
20'3'
C
28
28 .
31
30
2T -T
D
34
34
34
34
LIVE
5.5
12'4'
A
26'-11"
C
31
31
33
33
19'-0"
C
28
28
31
29
30-0'
D
33
33
33
34
33
6
11'4'
A
26'-2'
C
32
32
33
33
t 7'-11'
C
28
28
30
29
30'-0'
D
34
34
34
34
33
.
6.5
101-5"
A
25'.6"
D
33
33
33
32
17"-0'
C
29
29
30
28
30'-0'
D
34
34
34
33
7
91S"
A
24-10•
D
33
33
33
32
16'-r
C
29
29
30
28
301-0"
D
35
35
35
34
5
7.5
914
A
241'
D
34
34
34
32
15'.51
C
29
29
29
28
30'-0•
D
36
36
36
34
A
8
ells'
A
2Y-9"
D
34
34
34
31
14'-0"
C
29
29
29
27
29'-11'
D
37
37
37
35
D
8.5
8'-0'
A
23'-3'
0
35
35
35
31
14'-1"
C
29
29
29
27
29'4'
D
37
37
37
35
29
9
7'S'
A
27-10'
D
35
35
35
31
13'-7'
C
29
29
29
27
28'-0'
D
38
38
38
36
30
9.5
T-2'
A
275'
D
36
36
36
31
13'-1'
C
30
30
30
27
28'3'
D
38
38
38
36
10.5
10
6'-0•
A
27-0'
D
38
36
36
31
12'-T
C
30
30
30
27
27'-9'
D
39
39
39
37
10.5
6'S'
.
A
21'4'
0
36
36
36
31
'tr-1'
C
30
30
30
27
274-
D
39
39
39
37
11
6'-2•
A
20'-9'
D
36
36
36
' V 11
1V-7"
C
30
30
30
1 27
26'-11'
D
40
40
40
37
11.5
5-11'
A
20'-2'
D
37
37
37
11'-1"
C
30
30
30
265-
D
40
40
40
12
S-0'
A
19'5'
D
37
37
37
10'-7'
C
30
30
30
26'-7
D
40
40
40
13
6'-2"
A
t8'4'
0
37
3737
39
9'-10'
C
30
30
30
251"
E
41
41
41
14
4'-10"
A
1T-10"
D
37
37
37
9'-1'
C
30
30
30
24'-10'
E
42
42
42
15
4'1'
A
1T-1'
D
38
38
138
8'$'
C
30
JD
30
24'-3'
1 E
42
42
42
ICC ESR 1398 (2009 IBC) 10/11/2011
TABLE 3.5
100 MPH
EXPOSURE
C
Detail L18 Double 12 Ga 3"x8" Steel C Ietail L8
Freestanding or Attached Single Freestanding or
O
ISpen structure
Mullis an Units
spenSWcture
MuttispanUnits SpenShufAure Multis an Units
GROUND TRIB MAX POST
MAX
MAX POST LENGTH
MAX
MAX POST LENGTH MAX MAX POS7'LENG7H
FOOTS B' I 1Y I 15'
SNOW WIDTH POST RED'.
301-0"
C
33
33
34
SPACIN POST SIZE
'd
10
5
13'-T
A
28'S'
C
33
33
35
(in)
20'3'
C
29
29
32
30
2T -T
D
34
34
34
34
LIVE
5.5
12'4"
A
2T5'
C
33
33
35
33
1B'-0'
C
29
29
32
29
30'-0•
E
32
32
32
34
33
a
17,4^
A
26'4'
C
34
34
34
33
17'-11"
C
30
30
31
29
30'-0•
0
35
35
35
34
33
6.5
10'51
A
26'4'
D
35
35
35
32
1T-0'
C
30
30
31
28
30'-0"
0
36
38
36
33
7
9'-0'
A
25'4"
D
35
35
35
32
,6'-r
C
30
30
31
28
30'4'
D
37
37
37
34
5
7.5
9'-1'
A
24-10'
D
36
36
36
32
15'5'
C
30
30
30
28
30'4"
D
38
38
38
34
A
6
8'S•
A
24'-3"
D
36
36
36
31
14'-9'
C
31
31
31
27
30'-0'
D
39
39
39
35
D
8.5
8'-0•
A
23'-8"
D
37
37
37
31
14'-1"
C
31
31
37
27
30'-0"
D
40
40
40
35
29
9
TS'
A
23'4'
0
37
37
37
31
13'-7'
C
31
31
31
27
2915'
D
40
48
40
36
30
9.5
T-7
A
275'
D
37
37
37
31
13'-1"
C
31
31
31
27
28-11"
D
41
41
41
36
10.5
10
8'-0'
A
2Y-0'
D
38
38
38
31
12'-7'
C
31
31
31
27
28'-5"
D
41
41
41
37
10.5
ells'
A
21'4'
D
38
38
38
31
17-1'
C
31 -
31
31
27
2r-11'
D
42
42
42
37
11
6'-2'
A
20.4'
D
38
38
38
' V 11
1/'-T
C
31
31
31
1 27
27'5'
D
42
42
42
37
11.5
5'-11'
A
20'-7
D
38
38
38
11'-1"
C
31
37
91
27'-1'
D
42
42
02
12
55'
A
19'5'
D
39
39
39
10'-T
C
31
91
37
26'4'
D
43
43
43
13
5'-2'
A
18'5"
D
39
39
39
9'-10"
C
31
31
31
26140"
E
44
44
44
14
4'-70"
A
17'-10"
D
39
39
39
9'-7'
C
31
37
31
25'4"
E
44
44
44
45
15
4'-6'
A
17'-1•
D
40
40
40
8'S'
C
32
J2
32
24'•10'
E
45
45
ICC ESR 1398 (2009 IBC) 10/11/2011
TABLE 3.5
12 Ga 3"x8" Steel C Beam
Attached Single
Detail Lib
Freestanding or
16 Ga 3'k8" Steel C Beam
Attached Single
Detail L18 Double 12 Ga 3"x8" Steel C Ietail L8
Freestanding or Attached Single Freestanding or
O
ISpen structure
Mullis an Units
spenSWcture
MuttispanUnits SpenShufAure Multis an Units
GROUND TRIB MAX POST
MAX
MAX POST LENGTH
MAX
MAX POST LENGTH MAX MAX POS7'LENG7H
FOOTS B' I 1Y I 15'
SNOW WIDTH POST RED'.
POST MIN FOOTS
S' I 17 I 15'
CONSTRAINED FOOTER
POST MW FOO
SPACIN POST SIZE
S' I 17 I 1S POST MIN
CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS
LOAD (FT) sPACIN 'FOR
SPACIN POST SIZE
'd
"d* "d' "d'
(FT) TYPE 'd
•d- 'd •d (F7) - TYPE 'd 'd 'd 'd
(PSF) ON SLAB SLAB
(FT) TYPE
0
28
m) (in) (in) (In)
' (
(in)
(in) (in) • (hl
(b)
(N) (tn) (in)
305
110 MPH
EXPOSURE
8
1914'
O
31
31
34
34
1r-7'
C
24
25
28
30
28'S"
E
31
31
32
34
25
5
5'4"
A
22'4"
0
28
28
29
32
31
33
11'-7'
C '
24
25
28
30
2T -T
E
32
32
32
34
15'-11'
5.5
5'-2"
A
20'-9"
0
D
29
29
29
31
33
10'-7'
C
24
24
27
29
26'4'
E
32
32
32
34
33
6
6.5
4'-0'
4'S'
A
A
191-8"
184'
D
29
29
31
33
9'-10'
C
24
24
27
29
26'-1'
E
33
33
33
34
33
7
4'-1"
A
1T-10"
0
3D
30
30
32
9'-1•
C
24
24
26
28
25'S'
E
33
33
33
33
7.5
TAW
A
17'-1"
D
30
30
30
32
8'S"
C
24
24
26
28
24'-10'
E
34
34
34
34
5
8
3'-T'
A
tells"
D
30
30
30
32
8'-0'
C
24
24
26
28
244'
E
34
34
34
34
A
8.5
31"
A
15'-0"
0
30
30
30
31
7' 6"
C
24
24
25
27
23'-10'
E
35
35
35
35
D
9
T -r
A
15'-r
D
31
31
31
31
7'-1'
C
24
24
25
27
23'5'
E
35
35
35
35
29
B.5
31-W
A
14'-0"
E
31
31
31
31
6'-0"
C
24
24
25
27
23'-0'
E
36
36
36
36
30
10
2'-10'
A
14'-2'
E
3131
35
31
31
6'S'
C
24
24
25
27
22'-T
E
38
36
36
36
10.5
10.5
2'-0"
A
194
E
31
31
31
31
6'-1'
C
24
24
25
27
273'
E
37
37
37
37
11
7-T
A
19'3'
E
31
31
31
31
5-10'
C
24
24
25
27
21'-10'
E
37
37
37
37
11.5
2'S"
A
17-11'
E
31
1 31
1 31
' V 11
5'-T
i C
1 24
1 24
1 25
1 27
21'-7•
E
37
1 37
37
37
305
110 MPH
EXPOSURE
C
1914'
O
31
31
34
37
17-7'
C
27
27
31
33
281.5"
E
35
35
35
37
25
5
5'-0"
A
2Y-0"
20'-0'
D
0
32
32
32
32
34
36
11'-7'
C
27
27
30
32
27'-7'
- E
36
38
36
37
15'-11'
5.5
6
5-Y'
4'-0'
A
A
1915'
0
33
33
34
38
17-7'
C
27
27
30
32
2&-V
E
38
36
36
37
33
6.5
4'ls"
A
18'5'
D
33
33
33
35
8-10'
C
27
27
29
31
26'-1'
E
37
37
37
37
33
7
4'-1"
A
1T-10'
D
33
33
33
35
9'-1'
C
27
27
29
31
255-
E
38
38
38
38
7.5
TAD"
A
17'-1'
D
34
34
34
35
81S"
C
27
27
28
30
24'-10'
E
38
38
38
38
5
6
3'-7"
A
16'5"
D
34
34
34
34
8'-0"
C
27
27
28
30
244•
E
39
39
39
39
A
8.5
3'4"
A
151-8"
D
34
34
34
34
71S"
C
27
27
28
30
23'•10'
E
39
39
39
39
D
9
T -r
A
15'-r
D
34
34
34
34
V-1"
C
27
27
27
29
23'S'
E
40
40
40
40
29
9.5
T -W,
A
14'5"
E
35
35
35
35
6'-9'C
29
27
27
27
29
23'-0'
E
40
40
40
40
30
10
7-10•
A
14'-r
E
35
35
35
35
6'•3'
C
27
27
27
29
27-T
E
41
41
41
41
10.5
10.5
2'S"
A
13'-0'
E
35
35
35
35
8'-1'
C
27
27
27
29
27J'
E
41
41
41
41
11
2'-T'
A
'3`3"F
35
35
35
35
5-10'
C
27
27
27
29
21'-10'
E
41
'41
41
41
11.5
YS"
A
17-11'
E
35
35
35
. 35
51
C
27
1 27
1 27
1 29 1
1 21'-T
I E
42
42
42
42
305
11u turn
enrvavr<F
4'-10'
..
A
1914'
O
31
31
34
38
35
35
5.5
4'4"
A
18'-T
D
31
31
33
35
36
36
6
41"
A
17'-T
D
32
32
33
35
23'-11'
235'
6.5
T-8'
A
18'4•
D
32
32
32
35
27
27
7
3'1"
A
15'-11'
D
32
32
32
34
25
25
7.5
3'-2.A
29
28
15'3"
D
32
32
32
34
51.5•
5'-1'
B
3'-0"
A
14'-r'
E
33
33
33
34
40
40
8.5
TAW
A
14'-1•
E
33
33
33
33
41
92'S"
41
A
t3'S'
E
33
33
33
33
9.5
Y5"
A
13'4"
E
33
33
33
33
27
27
26
10
2'S"
A
12'-T
E
33
33
33
33
10.5
73"
A
1
12'-r
E
34
34
34
34
6'-9"
6'4"
6'-0"
11
2'-2"
A
11'-10"
E
34
34
34
34
110 MPH EXPOSURE B
30
5
4'-10'
A
19'-T
D
27
28
31
33
CALIF
'5.5
41"
A
18'-7'
D
28
28
31
32
6
41"
A
17'-T
0
28
28
30
32
6.5
T-8"
A
16'-9"
0
28
28
30
32
7
T-5"
A
15'-11"
D
29
29
30
31
7.5
T-2"
A
is'r
0
29
29
29
31
8
3'-0"
A
14'-T
E
29
29
29
31
8.5
TAW
A
14'-1'
E
29
29
29
31
9
2'-0"
A
13'5"
E
29
29
29
30
9.5
2'S"
A
IT -W
E
30
30
30
30
10
2'-5'
A
174"
E
30
30
30
30
10.5
2'3"
A
12'-2"
E
30
30
30
30
11
2'-2'•
A
11'-10"
_ E
30
1 30
1 30
1 30
Page 13 of 60
101-81
91-V
C
C
25
25
26
26
30
29
32
- -31
26'4'
25'-11'
E
E
34
35
34
35
35
35
37
36
8'3'
C
25
25
25
25
29
28
31
30
25'-7
24'5•
E
E
36
36
36
38
36
36
36
38
7'-0"
7'-2"
C
C
25
25
25
25
28
28
30
30
23'-11'
235'
E
E
37
37
37
37
37
37
37
37
8'•9'
C
C
25
25
25
25
27
27
29
29
27-11'
27-1.E
E
38
38
38
38
38
36
38
38
5'4"
C
C
25
25
25
25
27
26
29
28
27-0'
21'-7'
E
E
39
39
39
39
39
39
39
39
51.5•
5'-1'
C
C
25
25
25
25
27
27
29
29
21'3'
20'-,1'
E
E
40
40
40
40
40
40
40
40
4'-11'
C
1 25
25 1
27
29
20'-7'
41
1
41
41
IV -8"
9'-9"
C
.0
22
22
24
24
27
27
26
29
29Q
2
�SCJ10N
L 1 'v
GPS �'
8'-„•
e'3'
C
C
22
22
23
23
26
T-0'
7'-r
'C
C
22
22
23
22
26
25
7
7
1
6'-9"
6'4"
6'-0"
C
C
C
C
22
22
22
22
22
22
22
22
25
25
24
24
7
2
26
. 6/0/�2o'g'
t� o
Iz
5'S'
5'-5"
C
C
22
22
22
22
24
25
6
2
�� II
w �JVIL `P
7YFOF
`
5'-1'
4'-11"
C
22
22
25
27
CALIF
V,
OCT 20 011
JUN 04 2013
C68 9
*
.6-3 1
s V1
9TFOF fC
4-A
iTrlm
LATTICE COVER 3.0 POST
GROUND I TRIG I MAX I POST MAX
SNOW WIDTH POST RE POST
LOAD (FT) SPACING FOR
.ISI
(PSF) ON SLAB SLAB (FT)
FOR PATIO AND
Or
;pan Structure
Multispan units
MAX POST LENGTH
MIN FOOTER 8' I 12' I 1S'
POST SIZE CONSTRAINED FOOTS
TYPE "d' "d I 'd' I "d'
RS HIGH WIND AREA!
6 Ga 3"x8" Steel C Beam Detail L18 Double 12 Ga 3'x8" Steel C Detail L8
Attached Single Freestanding or Attached Singla Freestanding or
span swchrro Multispan Units s an swcNre Multispan Units
MAX MAX POST LENGTH MAX MAX POST LENGTH
POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' I 15'
PACING POST SIZE CONSTRAINED FOOTER SPACING POS7 SIZE CONSTRAINED FOOTER
(FT) TYPE 'd "T "d" I 'd" (FT) TYPE 'd 'C "d "0"
M) (in) (in) (in) lint (in) I (in) (m)
10
'u5 r
174' n
v A
24'-10'
C
33
33
35
34
20'1"
C
31
31
34
30
30'-0"
C
35
35
35
35
LIVE
5.5
174'
A
24'-1"
C
34
34
35
33
19141'
C
31
31
33
30
30'-0-
D
37
37
37
34
7
6
114'
A
234"
C
35
35
35
33
1T-11'
C
32
32
33
29
291-51
D
37
37
37
34
17
6.5
10'-5"
A
27-9'
C
35
35
35
33
1T-0"
C
32
32
33
29
28'-8'
D
38
38
38
34
17
7
915"
A
22'-Y
C
36
36
36
32
16'-Y
C
32
32
32
29
28'-0"
D
39
39
39
34
7.5
9'-1"
A
21'41-
D
36
36
36
32
15'-5"
C
33
33
33
28
27'4"
D
39
39
39
35
8
151'
A
21'1-
D
37
37
37
32
14'-9"
C
33
33
33
28
26'-9'
D
40
40
40
35
8.5
8'1"
A
20'-10"
D
37
37
37
32
14'-1"
C
33
33
33
28
26'-0"
D
40
40
40
36
'
9
TS"
A
20'S"
D
38
38
38
31
13'-T
C
33
33
33
27
25'5"
D
41
41
41
38
'
9.5
T-2'
A
29-0"
O
38
38
38
31
1T-1"
C
33
33
33
27
251'
D
41
41
41
37
10
516'
A
19'5-
O
39
39
3'17-7"
31
651"
C
33
33
33
27
24'-10'
D
42
42
42
-37
10.5
515"
A
191-5"
D
39
39
39
31
12'-1'
C
34
34
34
27
24'-5"
0
42
42
42
38
11
6'-2"
A
19'-1"
D
40
40
40
32
11'-7"
C
34
34
34
27
24'-1"
0
43
43
43
38
11.5
51-11"
A
18'-10"
D
40
40
40
32
11'-1"
C
34
34
34
27
23'S"
D
43
43
43
38
12
5'51"
A
1815"
D
40
40
40
36
10'-T
C
34
34
34
29
23'-4"
D
44
4444
43
1 43
13
S-7'
A
17'-11"
D
41
41
41
9'-10'
C
34
34
34
22'-9'
D
44
44
44
20
„u5r
T-1avn
o A
2Z-7*
0
29
29
32
34
13'-0"
C
24
25
28
30
30'1"
D
32
32
32
35
LIVE
5.5
61-5"
A
21'-0"
D
29
29
31
33
17-1'
C
24
25
28
30
29'-9"
D
33
33
33
34
7
8
5-11"
A
20'1'
D
29
29
31
33
11'-1"
C
24
24
27
29
28'-11"
E
33
33
33
34
17
8.5
513"
A
191'
D
30
30
31
33
10'1"
C
24
24
27
29
28'-2"
E
34
34
34
34
17
7
5'-1"
A
18'4"
0
30
30
30
32
9'51"
C
24
24
27
29
2T5"
E
34
34
34
34
7.5
4'51"
A
1T-7'
O
30
30
30
32
8'-11"
C
24
24
26
28
26'-10"
E
35
35
35
35
9
4'1"
A
151-11"
D
31
31
31
32
84"
C
24
24
26
28
261"
E
35
35
35
35
8.5
4'-2"
A
16'1"
D
31
31
31
32
T-10"
C
24
24
26
28
25.5"
E
36
36
36
36
'
9
T-11"
A
155"
D
31
31
31
31
T -S
C
24
24
25
27
5'1
2"
E
� 36
36
36
38
'
9.5
3'51"
A
15'-1"
0
31
31
31
31
T-1'
C
24
24
25
27
24'-10'
E
37
37
37
37
10
I.S.
A
14'-7"
D
31
31
31
31
651"
C
24
24
25
27
24'-S"
E
37
37
37
-37
10.5
34'
A
14'-2"
D
31
31
31
31
51.5'
C
24
24
25
27
24'-0"
E
38
38
38
38
11
3'-2"
A
.13'5"
D
32
32
32
32
8'-1"
C
24
24
25
27
23'-T
E
38
38
38
38
11.5
T-1"
A
1T4"
' D
' 32
32
32
32
T-10"
C
24
24
25
27
23'-3'
E
JB
38
38
38
20
ru5 r
7* -1"
y A
27-7'
D
32
32
35
37
13'-0"
C
27
28
31
33
30'5"
D
35
35
35
38
LIVE
5.5
I.S.
A
21'4"
D
33
33
34
36
12'-1"
C
27
27
30
32
29'-9"
D
36
36
38
38
7
6
5-11'
A
20'1"
D
33
33
34
36
11'-1'
C
27
27
30
32
28'-11"
E
37
37
37
37
17
8.5
T-5"
A
19'1"
D
33
33
33
36
10'1"
C
27
27
29
31
28'-Y
E
38
38
38
38
17
7
51-1"
A
184'
D
34
34
34
35
9'51"
C
27
27
29
31
2715"
E
38
38
38
38
7.5,
4151'
-A
1T-7'
D
' 34
34
34
35
8'-11'
C
27
27
29
31
26'-10"
E
39
39
39
39
8
4'-5'
A
18'-11"
D
34
34
34
35
8'4"
C
27
27
28
30
261"
E
40
40
40
40
8.5
IQ'
A
161'
D
34
34
34
34
T-10"
C
27
27
28
30
25'5"
E
40
40
40
40
'
9
T-11"
A
15'5'
D
35
35
35
35
T-5"
C
27
27
28
30
25'1"
E
41
41
41
41
9.5
T-9"
A
15'-1'
D
35
35
35
35
T-1"
C
27
27
27
29
24'-10"
E
41
41
41
41
10
TS"
A
14'-7"
0
35
35
35
35
""
C
27
27
27
29
24'S'
E
42
42
42
42
10.5
34"
A
14'-2'
D
' 35
35
35
35
8151"
C
27
27
27
29
24'-0"
E
42
42
42
42
11
T-2"
A
13'5'
D
36
36
36
36
6'-1"
C
27
27
27
29
23'-7"
E
43
43
43
43
11.5
T-1"
A
13'4'
D
36
36
36
36
5-10'
C
27
27
27
29
231"
E
43
43
43
43
12
7-11"
I A
12'-11"
0
36
36
36
36
5'-T
C
27
27
27
29
27-11"
E
43
43
43
1 43
k1Cn Crw L I... RV V r run r
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.
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 IN TABLE 3.5
ICC ESR 1398 (2009 IBC) 10/11/2011
40
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 Detail L8)
TABLE 3.5
Attached single
Freestanding or
32
Attached Single Freestanding or Attached Single Freestanding or
8'-11'
Span Structure
Multispan Units
25
Span Swcture Multispan Units Span Structure IMultispan Units
GROUND TRIG MAX POST
MAX
MAX POST LENGTH
MAX
MAX POST LENGTH MAX MAX POST LENGTH
.
POST D
SNO N(F7)
POST F
8. is,
(DOTER
POST
MIN F TE is POST FOOTER 17
i00TE I LOOTER
LOAD SPACING FORDTH
PACIN FOIST BORE
CONSTRAINED
SPACIN
CONSTRAINED
POST BORE .PACOI T SIZE CONS
(PSF) ON SW SLAB
(FT) TYPE 'd'
'd' 'd 'd'
(ET)
JCONSTRAINFD
TYPE "(' 'd' "d" 'd' (FT) TYPE "d' "d" I "d' I 'd"
(FT)
Iinl
Onl On) M
23'-7"
lin) (in) PN (in) (in) (in) (in) lin
40
11 umrn
5
rra�nr:
3
A
11.11.D
E
E
29
29
32
35
8'-11'
C
23
25
28
30
24'4"
E
33
33
34
36
45
5.5
311'
A
19-T'
D
29
29
32
34
7'-5"
C
23
24
28
30
23'-7"
E
34
34
34
36
7
831-0"
1'-10"
A
14'-9"
E
30
30
32
34
6'-9"
C
23
24
27
29
27-11"
E
34
34
34
36
17
6.5
251"
A
13'-11"
E
30
30
31
33
6'1"
C
23
24
27
29
22'1'
E
35
35
35
35
17
7
2'-7-
A
13'1"
E
30
30
31
33
51-10"
C
23
23
27
29
21.5"
E
38
36
36
36
7.5
11'
A
1Y1"
E
30
30
31
33
5151"
C
23
23
26
28
21'1"
E
38
38
36
36
0
71"
A
12'-Y
E
31
31
31
32
5'-1'
C
23
23
28
28
20'5'
E
37
37
37
37
8.5
7-1"
A
11'4"
E
31
31
31
32
4'-10"1
C
23
23
26
28
20'4"
E
37
37
37
37
'
9
7-V
A
11'-Y
E
31
31
31
32
4'S" i
C
23
23
26
28
20'-0'
H
30
38
38
38
9.5
1'-11"
A
10'5"
E
31
31
31
32
4'1'
C
23
23
26
28
19'5"
H
38
38
38
38
10
1'6"
A
1(rr
E
31
31
31
32
4'-1')
C
23
23
27
29
19'-4"
H
39
39
39
39
10.5
VE
A
10-0"
E
32
32
32
32
T-11"
C
23
24
27
29
19'-0'
H
39
38
39
39
80
iiu6
5.5
YS aunt
2'-Y
A
A
17-9"
111-11"
E
E
27
27
27
27
31
30
33
32
SS"
T -W t
C
C
20
20
23
23
26
26
28
28
21'1-
20'-7'
E
E
32
32
32
32
33
33
35
35
45
6
2'-0"
A
11'1"
E
27
27
30
324'
7'
C
20
22
26
28
20'6"
H
33
33
33
35 ,
7
6.5
1'-10"
A
1015"
E
27
27
30
32
4'1"
C
20
22
25
27
19-61
H
33
33
33
34
17
7
151'
A
10'-1"
E
26
28
29
31
T-11'
C
20
22
25
27
19'-0'
H
34
34
34
34
17
7.5
1'-7'
A
9-7"
E
28
28
29
31
351"
C
20
.22
25
21
18'-7"
1
35
35
35
35
8
V -S"
A
8-Y
E
28
28
29
31
3'51'
C
20
23
26
28
18'-Y
1
35
35
35
35
8.5
11"
A
I
E
28
28
29
31
3'1"
C
20
23
26'
28
1T-7'
1 •
35
35
35
35
9
1'4"
A
8'$
E
28
28
28
30
3'-1'
C
20
23
28
28 11
1T-1'
I I
1 38
1 38
1 313
1 38
OVER-.
HANG
Post Description
POST
TABLE 32 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
PROJECTION OF SINGLE SPAN STUCTURES
0.042'x3'x8" Aluminum Post
B
F
8'
9'
117
11'
17 13' 14' 15' 18'
1 T
18'
19'
20'
21'
27
a'4-
Colonial 0.062" Extruded
45
S.
5.5'
6' 6.5' 7' 7.5' 8'
8.5'
91
9.5'
10'
105
11'
1'
4.51
S
5.5
61
6.5' T 7.51 8' 8.5
9'
9.51
101
10.5'
11'
11.5
7
5
5.5
6'
6.5'
T 7.5 8' 8.5' 9'
9.5'
10'
10.5'
it'
11.5'
12'
3'
S.S
6'
6.5'
T
7.5' 8' 8.5 9' 9.5
101
10.51
11'
11.6
17
12.5
4'
8'
6.5'
7'
7.5'
B. 8.51 9' 9.5' 10'
10.5
111
11.51
12'
12.5' .
13'
T
7.51
8'
8.5' 9' 9.5 10' 10.5'
11'
11.5'
17
12.5'
13'
13.5'
TABLE 3.3 Post Requirements
Attached Single Span Structures
Post Description
POST
FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4
0.042'x3'x8" Aluminum Post
B
Lt
0.024"Post With Sideplates
B
L24
Clover 0.030'x3"x3" Alum
R12'
B
L71
Clover 0.040"x3x3' Alum
SLAB 9. FOLLOW 9-11 FROM ABOVE
B
L11
Colonial 0.062" Extruded
C
AE
0.041"x3"xW Steel Clover
D
L71
0.041"0'x3" Steel Clover
- 8'
E
Ltt
3/16"x3"x3" Steel Square
15'
H
L21
l/4""x3"x3" Steel Square
15'
1
L21
3/16"x4'x4" Steel Square
15'
J
L21
8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN
TABLE 3.5 AND 3.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT
Amerimax Building Prodw
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 (1-1-1-29). DETAILS MAY REQUIRE POST TO UPGRADED.
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 3.5
Lynchburg, VA 24503 .
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
carlputnamQO comcastnel
SLAB 9. FOLLOW 9-11 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USETABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES
Page 14 of 60
I I
00
—k-
@ HEADER
(3004-H34 ALUM. ALLOY)
2"
t=0.024',
0.032' or,
0.040' 00
cn
O RAFTER & SIDEPLATES .
(3004-1134 ALUM. ALLOY)
�r
L4 POST/RAFTER/LATTICE TUBE
(3004-H34 ALUM. ALLOY)
FOUR #8 SMS
LATTICE TUBES
O
1.5'x1.5' e3' o/c
Speed ; t(in)
2'x2' e4' o/c
AIB' NIN
31x3' e6' -o/c DETAIL L4
2'X3' e5' O/C'
0.040
MAX RAFTER SPACING
1 S
3X3 MAY SPAN 30' W/ SINGLE
LATTICE
RAFTERS
ALL OTHERS MAY SPAN 36' W/
3105 H24
SINGLE RAFTERS
ALUM ALL❑Y o�rMAY SPAN 48' W/ DOUBLE
�r
L4 POST/RAFTER/LATTICE TUBE
(3004-H34 ALUM. ALLOY)
FOUR #8 SMS
RAFTER TO
HEADER
�ti
No. of #8 Screws t
-- --
Speed ; t(in)
1 7 8
CONNECTION
BRACKETS
K\1
0.040
Double 2x6 13'
1 S
1
-14'
6063T6
SEE TABLE
0.042
0.042"x3°x8" _ T
11'-
ALUM ALLOY
T=0.060ELOW
FOR1
'
0.042
Double 3x8 14'
16'
SCHEDULE
16
b
L9
BRAOU USED W\2' X 6 1/2' RAFTERS
BRACKET USED W/ 3'x8'@
15'
-la
1S
-t3'
AND 3'x3' RAFTERS
3' x 3' METAL POST
DETAIL L25
EIGHT #14 SMS
L13
00, TWO 3/8'x5' EMBEDMENT
O 0 LAG SCREW V/ 1.0. ONE
ON EACH SIDE OF POST.
4F�
UGLAS FIR
LUMBER FLOOR
JOIST OR HEADER
ATTACHED STRUCTURE POST
TO DECK FLOOR JOIST
DOUBLE
HEADERS USE
ONE BRACKET
PER HEADER
SEE GENERAL NOTE #19 AND
LATTICE NOTE #3
UNITS, MUST COMPY WITH
TABLES L1 AND L2 ON SHEET
M5
MAX WIND SPEED
IS 90 mph
EXPOSURE C
ICC ESR 1398 (2009 IBC) 10/11/2011
SEE TABLE 7.6 FOR
REQUIRED FASTENERS
1'
V11 -TWO #8 SMS
FOFCALIFP EACH SIDE
1 1/2' FOR 2 X RAFTERS
OCT 20 2011 2 3/4' FOR 3 X RAFTERS
#8 SCREWS W/�V DIAMETER WASHERS
SCREWS #" LONGER THAN LATTICE HEIGHT
LATTICE TO
L6 RAFTER CONN.
CONTINUOUS 2"x6" OR 2x8"IL \I -iiL-
Allow able Tnb Width
VI
No. of #8 Screws t
-- --
Speed ; t(in)
lHeader 23 !4
�-5
90 MPH
0.040
Double 2x6 13'
1 S
1
-14'
S
Ehp C
0.042
0.042"x3°x8" _ T
11'-
7.5 COLUMN ANC4
1S
'
0.042
Double 3x8 14'
16'
15
16
110MPH
0.040
Double 2x6 10`
15'
15'
-la
1S
-t3'
6cpC
0.042
0.042"x3'x8" T
8'
--- --
---0.042
Double 3x8 SO`
15''
15
1S
No. of 04 Screws
110MPH,_16G,tn
8'StealC
Exp C
I 16G nib
Double
3' x 3' METAL POST
DETAIL L25
EIGHT #14 SMS
L13
00, TWO 3/8'x5' EMBEDMENT
O 0 LAG SCREW V/ 1.0. ONE
ON EACH SIDE OF POST.
4F�
UGLAS FIR
LUMBER FLOOR
JOIST OR HEADER
ATTACHED STRUCTURE POST
TO DECK FLOOR JOIST
DOUBLE
HEADERS USE
ONE BRACKET
PER HEADER
SEE GENERAL NOTE #19 AND
LATTICE NOTE #3
UNITS, MUST COMPY WITH
TABLES L1 AND L2 ON SHEET
M5
MAX WIND SPEED
IS 90 mph
EXPOSURE C
ICC ESR 1398 (2009 IBC) 10/11/2011
SEE TABLE 7.6 FOR
REQUIRED FASTENERS
1'
V11 -TWO #8 SMS
FOFCALIFP EACH SIDE
1 1/2' FOR 2 X RAFTERS
OCT 20 2011 2 3/4' FOR 3 X RAFTERS
#8 SCREWS W/�V DIAMETER WASHERS
SCREWS #" LONGER THAN LATTICE HEIGHT
LATTICE TO
L6 RAFTER CONN.
CONTINUOUS 2"x6" OR 2x8"IL \I -iiL-
DOUGLAS FIR LEDGER OR
VI
PROVIDE SIMPSON STRONG
TIE MSTA36 (ICC ESR 2105) AT
SPLICE LOCATION
COVER W/ 0.019" ALUMINUM
1/4' LAG SCREW
W/ 2.25' EMBED INTO
WOOD STUD SEE TABLE
7.5 COLUMN ANC4
2 -
SIDE
FOR QUANTITY
ALUM.
EXISRNG
RAFTER
STRUCTURE
RAFTER
HANGER
2- #100 X 1'
(DETAIL L7)
EAcH SIDE
L10 ALTERNATE RAFTER TO WALL CONN.
STUD -
SIX 1/4' LAG SCREWS
(2.25' OF PENETRATION
INTO WALL STUD W/
MIN SG = 0.5)
1' MIN 3• x s• ALUM
RAFTER BRACKET
-1 DETAIL L7
SEE GENERAL
NOTE #23
LATTICE
RAFTER
3.00
0.721.561 0.72
- 10.93 1 -
0�.72
93156 3,00
--j 0.28
0.37
0.72
- I --0.17
t = 0.030' ALUM
= 0.040' ALUM
= 0.041' STEEL
L11 3" ALTERNATE POST
.(3105 H25 ALUM. ALLOY OR
A-653 Fy=40 KSI STEEL)
_— 3' X 8' ALUM HEADER
OPOST ALTERNATIVE FOR
L15 SLAB ATTACHMENT ONLY
#14 SHEET METAL SCREW
MAXIMUM WIND CONDITION IS 110
MPH EXPOSURE C
Page 15 of 60
(6063-T5 ALUM. ALLOY, 't'= 0.078'
L7 RAFTER HANGER
L= 1.92' FOR 2' X 6 1/2' RAFTERS
L- 2.92' FOR 3' X 8' RAFTERS
H
1/4' BOLTS ASTM A307 SEE BELOW FOR QUANTITY
POST
DOUBLE OR SINGLE
3'X8' STEEL C
BEAM, BOLT LAYOUT
FOR SPLICED AND
NON -SPLICE O
ATTACHMENT L8
Req'd
# of
Tyles I v4" bolt'
All C Beams "On Slab" i 4
16G Steel 3x8 i 4
12G Steel 3x8 8
Double 12G Steel 3x8 8
ALUM RAFTERS o o '
5'
0 0
0.040'x2'x6.625'
DOUBLE HEADER
0.041'x3'-3'
STEEL POST
2'
EIGHT #14 SMS
L12 0
0.042'x3'x8' 6'
DOUBLE HEADER
0.041'x3'x3' c c
STEEL POST
AmelaX 5208 TENNYSON PARKWAY
BUILDING PRODUCTS, OVC. SE
PLANOUIT,100 TEXAS 75024
e BEJ/CP r�E
NTS Component Parts & Connection Details
For Patio &Commercial Lattice Structures
C47E n
LTO 1-2009 1of 3
L16
1.575"
2.25"
091---
0.041x3'x3'
91---
0.041x3'x3' _
STEEL POST
1
0.875"
0,042'x3'x8' BOX
BEAM WRAP
DETAIL LI .
2.5"
7.75"
3'x8' 12 (t=0.105') OR
16 GAUGE (t=0.059')
STEEL C BEAM
Fy= 50 KSI
L18 3" X 8" X 12, 16 GA. STL. 'C' BEAM
WRAP W/ 3" X 8" ALUM. BOX BEAM
�-- 3" OR 4" --�
T-
3" or 4"p ,
or
L21 I 10
3' OR 4' ASTM A500 GRADE A
STEEL POST
SEE GENERAL NOTE #9 FOR
C❑RR❑SI❑N PR❑TECTI❑N
ICC ESR 1398 (2009 IBC) 10/1
L19 HEADER SPLICE DETAIL 2- #14 SMS
EACH SIDE
3' X 8' HEADER
2- 2" X 6 112" SIDOUTES
ONE EACH SIE OF
COLUMN
Seal with permanently
ftexlble a waterproof
sealant
3'X 3'
POST
3/8' BOLTS W/ 1' DIA.
O,;:YJ
�1 " G'/2
20 GA ASTM A653 GRADE 33 STEEL BRACKET
OR PROVIDE SIMPSON STRONG TIE
x 3/32' THK, STL. WASHER
Q� Gp�`
�V� F�
FOUR #8 WOOD SCREWS INTO RAFTER AND
2x4
TO 8' STEEL 'C' BEAM
FRAMED WALL
I -'� $
2X FASCIA
- 5.5"
SEE TABLE 7,4 COLUMN 'N'
I
I i
$1,1139]
ONE PER RAFTER
1/4' Lag Screw
FOR QUANTITY
I
C
( �� i o
RAFTER ROOF COVERING IS A MAXIMUM
2.843"
FOR #14 SELF DRILLING
E�X1
0/, toi v
"A" OF 3 PSF HEAVIER ROOF COVERING
10 psf
SCREWS SEE TABLE 7,4
�;
13-3'
DETAIL SHALL REQUIRE ADDITIONAL
waterproof sealant
COLUMN 'L'. (
%
2X DF WOOD ENGINEERINGANALY81S
INTO WOOD FRAMING
W/ MIN SG = 0.5
0.097"
2
L22 WITH LEDGER BOARD
1L �Q FASCIA
ts'-r
Synthetic Stucco or
_
2x8
FpF
other non-structural covering
2"x WOOD FRAMING
2(1 -a
(1' max. thick)
ALIFpF��
DOUGLAS FIR -LARCH
iT-10'
ALTERNATE 3' SQ POST C❑NNECTp
4--1'
SEE DETAIL
A' 9 PMff #2 OR BTR
2x6
- r BRACKET (6063T6 ALUM)
U�T
0 2011
1.0" IF DETAIL L29 IS NOT USED
ATTACH
SEE GENERAL NOTE #23
-
HANGER
. 18�-0'...._
SIDE PLATES AS PER DETAIL
L26
M OR 0.035
o.o1s"AVLINYLLCOVER
L17
19-0'
0.750"
G•6'
T -W
V-10"
2x6
1814
1/2'
1894'
13'-0'
9 -2-
-2'2x8
FASCIA-
18'4
3/8' BOLTS SEE TABLE 7.3 COLUMN 'H'
3/8'
18'4
18!-U
FOR MAXIMUM
30 psf'-_--
FOR QUANTITY
OR #14 SELF DRILLING SCREWS
16'4
ALUMINUM
RAFTER
SEE TAR= 78
MR FAMER OVERHANG SEF
SCHED= SCHEDULE LERIGHT
_ Y-9'
SEE TABLE 7.3 COLUMN 'G'
---
2x6
ALTERNATE EAVE ATTACHMENT
16.9
FOR QUANTITY
101d'
7-2'-
- -- - ---
2.5"
7.75"
3'x8' 12 (t=0.105') OR
16 GAUGE (t=0.059')
STEEL C BEAM
Fy= 50 KSI
L18 3" X 8" X 12, 16 GA. STL. 'C' BEAM
WRAP W/ 3" X 8" ALUM. BOX BEAM
�-- 3" OR 4" --�
T-
3" or 4"p ,
or
L21 I 10
3' OR 4' ASTM A500 GRADE A
STEEL POST
SEE GENERAL NOTE #9 FOR
C❑RR❑SI❑N PR❑TECTI❑N
ICC ESR 1398 (2009 IBC) 10/1
L19 HEADER SPLICE DETAIL 2- #14 SMS
EACH SIDE
3' X 8' HEADER
2- 2" X 6 112" SIDOUTES
ONE EACH SIE OF
COLUMN
Seal with permanently
ftexlble a waterproof
sealant
3'X 3'
POST
SEE ALLOWABLE DISTANCE TO FIRST
ROW OF POSTS IN TABLE 7.7
Page 16 of 60
LivelSnowLoad
RAFTER
CONTINUOUS 2"x6" DOUGLAS FIR LEDGER
EAVE OVERHANG
Soiid Cowe_r Wind
OR PROVIDE SIMPSON STRONG TIE
(24" OfC)
MSTA36 (ICC ESR 2105) AT SPLICE
EXISTING DF
2x4
LOCATION
FRAMED WALL
12-0'i•1"
1.00'min. COVER W10.019" ALUMINUM
7-8'
SEE GENERAL NOTE #23
2649
254
1/4' Lag Screw
23'•10'
17.11-
ATTACH LATTICE COVER
3.5' MIN
25-0'
AS PER L7
26.4
254
Completely Seal with
10 psf
2.x4
permanently flexible &
13-3'
11'-6'
-.___._.
waterproof sealant
2.5' MIN PENETRATION
...__...._... ._. _..
1.00'min. STUCCO ATTACHMENT DET L
INTO WOOD FRAMING
W/ MIN SG = 0.5
20'-0
2
L22 WITH LEDGER BOARD
2n-0'
ts'-r
Synthetic Stucco or
_
2x8
20'•0'
other non-structural covering
20'4.
2(1 -a
(1' max. thick)
Sheathing
SEE ALLOWABLE DISTANCE TO FIRST
ROW OF POSTS IN TABLE 7.7
Page 16 of 60
LivelSnowLoad
RAFTER
MAX DISTANCE TO FIRST ROW OF POSTS "L"
EAVE OVERHANG
Soiid Cowe_r Wind
SIZE
(24" OfC)
6" 12" 18" 24" 30"
UPS(
2x4
26-Y
20'9'
12-0'i•1"
7-8'
2x6
2649
254
254
23'•10'
17.11-
Latice=106 Exp C
"'2x8
25-0'
25-6'
26.4
254
254
10 psf
2.x4
2a-0'
13-3'
11'-6'
-.___._.
7.1'
.__. _.....
3'-8-_
_..16'-
...__...._... ._. _..
___._._
2xs
_._. _..._..._.-_
zo•:a
20'-0
zap'
2n-0'
ts'-r
_
Lattice -1 1 0 Exp C
_
2x8
20'•0'
20.4
20'4.
2(1 -a
20'4'
164
iT-10'
6-16' _
4--1'
2x6
1(r4
1iV
2x8
18'-0'
_
18'-0' -
. 18�-0'...._
79'-0' -.
i8'-0'
25psf
2x4
19-0'
11.3'
G•6'
T -W
V-10"
2x6
1814
18'4•
1894'
13'-0'
9 -2-
-2'2x8
2X8
18'4
18'4
18'4
18!-U
18'4
30 psf'-_--
2x4
16'4
T.2"
S-1•
_ Y-9'
-
---
2x6
16'4
16.9
15'-4'
101d'
7-2'-
- -- - ---
2x8 -
IT -O
1r4
16' 0
164
14'-0
Psi' _
2x4
..
_
-
11'-1"
T -T
*6'
14'.0'
14'4
14'4
14'4
76'-0'
2x4
9'•10'
4'-0'
0'-0'
-.QA'._.,...d-0'..
..........60Psf
2x6
71'-0'
11'4
--
2x8
-
11'4
- ----001
M19'4 .....19'-0'
.$-9"
..
G'
BE 14 SMS
J.
3"
O�
tu%
U((
J
8
Enhineer's
3" X 8" BOX
BEAM HEADER
-ALUM. "H"
BRACKET
0,041"x3"x3"
STEEL POST
A V 0
ALUMINUM "H" BRACKET FOR
CONNECTING POST TO HEADER
(6063T5 ALUM ALLOY)
THIS DETAIL MAY ONLY BE
USED-- ,ITH DETAIL L29.
w7rI1clX 5208 TENNYSON PARKWAY
SUITE 100
PRODUCTS; INC. PLANO, TEXAS 75024
NTS For patio 8c Commercial Lattice Structure
•LT02-2009 SHEER 2 of 3
�2"-1
0.024*
—
6 s/8" SEE
DETAI L
L26
L 3' SQUARE COLUMN
(3004-H34 ALUM. ALLOY)
2'. x 6.5' SIDEPLATES
(3004-H34 ALUM. ALLOY)
Alun. Bracket
(t = 0.060'i—
DETAIL L9
Lattice or
Solid Panel
#8 SMS
3' x 8' Header #1
(0.042')
FOUR #14 SMS
EACH SIDE FOR-
EACH
OREACH HEADER
3"x3" POST
0.024"
0.024'
3'
6 5/8"
3"
Solid Panels
0.042"x3"x8"
.4Alur1.
6" MIN
Y I "— 3' x 8' Header
(0.042')
2' x 6' Side Plate
2" MIN #P
3' x 8' 1-
3"x3"
I
2x6.5" SIDEPU
I I
FOUR #14 SMS EACH SIDE FOR 110 MPH EXP
C SLAB ATTACHMENT AND UP TO d=28'
FOOTING.
y J'0 GALVANIZED HILTI HIT-HY 150 MAX
ADHESIVE ANCHOR (ICC ESR 2262) W/
2.25' EMBED AND 1' 0 WASHER OR
EQUIVALENT
ALUMINUM BRACKET FOR CONNECTING
POST TO FOOTING OR SLAB
(6063-T6 ALUM ALLOY)
3"X 3". 2"X 6.625"
POST I SIDEPLATES
ALUM. FOOTING
BRACKET
SINGLE SPAN ATTACHED UNITS ONLY 'r. 0
REQUIRES SIDEPLATES AS SHOWN IN ` o
DETAIL L26 SLAB OR FOOIN G
3'x3" ALUMINUM RAFTER
ALTERNATE1.5"
3'X3'. TWO #10 OR #14 SMS
L30 RAFTER
ATTACHMENT 0 LATTICE HEADER
TOP MOUNT BRACKET
0.21" STEEL Fy 33 ksi
8" BRACKET` IS 1.094' WIDE
8" ^ zxe LU; M Bongo (Doug F1r)
ALUM C SEE GUOM NOTE ixs
NnNceM 114■1s• even
RAFTER
SMS I14.3.3• ware
0.042'x3"x8"
HEADER
4" min
4- #14 SMS
EACH SIDE
„ 2.75'
3" x 8" HEADER
CONNECTION
L ve
Loadind
Speed_
MAX "L" FOR TOP
.......................... _ ... .
OR SIDE MOUNT
(psf)
and Exposure
16" o/c 1 24 a/c
10
105 mph Exp B
2r e I to -s^
- V
140 mph ExJB
90 mph Ex105
mphExt10
mph E14'•B"
9 "110
mph Extt'
4 7'.V'
.TaP MOUNT
Faw►�° NOT ALLOWED IN SNOW LOAD AREAS
00
L 2, �0 SEE GENERAL NOTE #9 FOR
ATTACH PER CORROSION PROTECTION
TABLE 7.5
I' MIN GAP BEEEN EXISTING SAVE
LEDGER AND ROOF FOR WOOD FRAMING
DRAINAGE ALUM JUN 0
ALL HOUSE PENETRATIONS RAFTER
MUST BE COMPLETELY AND' 614X1.5" SCREWSAl
PERMANENTLY SEALED 6 PLACES F
0.125"x1.5"x1.5" STEEL . Q
(Fy=33 KSI) "L" BRACKET
O 2.. SPACING
L2H BETWEEN SCREWS IDE M❑ N B CKET U C
J
EAVE ATTACHMENT 3/4" * EXP
L27 ALTERNATIVE SPLICE FOR ATTACHED UNITS EAVE OVERHANG AND
'L' MUST ALSO COMPLY J S/gT�O
WITH DETAIL L17 LEDGER BOARD
ICC ESR 1398 (2009 IBC) 10/11/2011
Page 17 of 60
WITH SIDEPLAT
vIL �P
• FOFCAUFO��
OCT 20 201 SEE SHET M8 FOR
STEEL POST REQUIRED SLAB
FOR CONSTRAINED
3/8' x 9' STEEL FOOTINGS
REBAR EMBEDDED AT
'B' DEPTH
d<33' B= 9' I. B
d < 38' B = 12' p p • .
< 46 B = 18' Q d
<51' B=24'
013
Engineer's Stamp
3" ° • o.. a.
9
Q
CONCRETE FOOTING
L29 d
/ FREESTANDING OR ATTACHED STRUCTURE
COLUMN TO FOOTING CONNECTION DETAIL
l llll�/17IT1c1.X --1E 1
OTE00 YSON PARKWAY
` BUILDING PRODUCTS, INC. PLANO, TEXAS 75024
N BY TPF
BEJ/CP
NTS Component Parts & Connection Details
For Patio & Commercial Lattice Structures
srcr:r:
LT03-2009 3 of 3
SOLID COVERS
4.0
PANEL SPANS
FOR COMMERCIAL
N3, A
AND PATIO
STRUCTURES
er 12 toingle
Panel
S an
Wind Speed
etas
and
Exposure
Ground
Panel
Wind Speed
and
Exposure
Gauge
Ground
Panel
Wind Speed
and
Exposure
2.5" x6" Super
Six (Multispan)
Detail- N3,
A
and
B
3.5"x12" Super
12 (Multispan)
Snow Load
Detail D
Exposure
B
2.5" x 12" Mark
X (Multispan)
Gauge
Detail B
B
lExposure
2"x6" Flat Panel
(Multispan)
Detail N2,
C
B
Ground
I Panel
Wind Speed and
Exposure
85
Ground
Panel
Wind Speed
and
Exposure
85
Ground
Panel
Wind Speed
and
Exposure
1 90
Ground
Panel
Wind Speed and
Exposure
85
Snow Loadl
Gauge
Exposure B lExposure
10
C
Snow Load
Gauge
Exposure
BExposure
10
C
Snow Load
Gauge
Exposure
B
Exposure
C
Snow Load
Gauge
Exposure B
Exposure
C
(psf)
(in)
85 90
85
90
(W
(in)
85
90
85
90
(pso
(in)
85 1
90
1 85
90
(pso
(in)
85 1 90
85
90
10
0.018
9'-7" 9'-7"
9'-0"
8'-6"
10
0.018
6'-4"
VA"
5'-9"
5'-3"
10
0.018
6'-5"
6'-5"
5'-11"
5'-5"
10
0.018
9'-7" 9'-7"
9'-0"
8'-6"
LIVE
0.024
11'-9" 11'-9"
11'-0"
10'-5"
LIVE
0.024
10'-2"
10'-2"
9'-5"
8'-9"
LIVE
0.024
V-2"
9'-2"
8'-6"
7'-10"
LIVE
0.024
11'-6" 11'-6"
10'-9'
10'-2"
12'-5"
0.032
14'-2„ 14,_2„
13,-4„
12,_7,
13'-9"
0.032
14'-6„
14'_6"
1
13,-6„
12,4„
7'-10"
0.032
12,_2„
12,_2„
11,4"
10,_7,
3'-4" T-2"
0.032
13'-10" 13'-10"
12'-11"
12,_3"
6'-1"
0.036
15'4" 15'4"
14'-5"
13'4"
7'-4"
0.036
16'-0"
16-0"
15'4"
14'-2"
'11'-5"
0.036
1.2'-1"
12'-1"
11'-3"
10'-7"
10'-8"
0.036
14'-4" 14'-
4'
0.024
8'-7"
20
20
0.018
8'-0" 8'-0"
7'4"
7'-4"
20
0.018
4'-1"
4'-1"
T-7"
T-7"
20
0.018
4'-5:'
4'-5"
T-11"
T-11"
20
0.018
8'-1" 8'-1"
7'-8"
7'-4"
LIVE
0.024
9'-10" V-10"
9'-5"
9'-0"
LIVE
0.024
8'-2"
8'-2"
7'-9"
7'-4"
LIVE
0.024
7'-4"
7'-4"
6'-11"
6'-6"
LIVE
0.024
9'-8" 9'-8"
9'-3"
8'.10"
0.036
0.032
11,_11„ 11,_11„
11,_8,
10_11„
0.018
0.032
12,_0"
12,_0„
11,_8,
10,_11"
25
0.032
9'-11"
9'-11"
9'-5"
8'-11"
25
0.032
11 _7„ 11 _7"
11 _1"
10.8„
25
0.036
13.0„ 13.0„
12.5„
11_10„
5'-11"
0.036
13,_6„
13,_6„
12,_10„
12,-4„
6'-7"
0.036
9:-11"
9'-11"
V-5"
9'-0"
10'-6„
0.036
12_7, 12,_7,
12,_0„
11,-6„
25
0.018
8'-0" 7'-8"
7'-4"
7' 4"
25
0.018
4'-1"
4'-1"
3'-7"
3'-4"
25
0.018
4'-5"
4'-5"
T-11"
T-9"
25
0.018
8'-1" 7'-8"
7'-0"
.7'4"
12,_0„
0.024
9'-10" T-5"
9'-0"
9'-0"
11,_1"
0.024
8'-2"
7'-9"
7'-4"
7'-4"
11,_3„
0.024
7'�"
' 6'-11"
6' 6"
6' 6"
13'-10"
0.024
9'-8" 9'-3"
8'-10"
8'-10"
13'-6"
0.032
11,_11„ 11,_5„
10,_11"
10,_11"
12'-0'
0.032
12,_0„
11,_5„
10,_11„
10,_11„
12'-7"
0.032
9'-11"
9'-5"
V-11"
V-11"
8'-2"
0.032
11,_7„ 11,_1„
10,_8„
0,_8„
10--8--
0.018
0.036
0.036
13,_0" 12'_5,
11,_10„
11'_10"
0.018
0.036
13,_6"
12,_10"
12,-4„
12,-4"
0.018
0.036
9'-11"
9'-5"
9'-0"
9'-0"
0.024
0.036
12,_7„ 12,_0„
11,-6„
11,-6"
30
0.018
7'-8" 7'-4"
7'-0"
7'-0"
30
0.018
3'-10"
3'-7"
3'-4"
3'-2"
30
0.018
4'-2"
T-11"
T-9"
T-6"
30
0.018
7'-8" 7'-4"
7'-1"
T-1"
11,_11„
0.024
9'-5" 9'-0"
8'-8"
8'-8"
11•_1„ 11 _1„
0.024
7'-9"
7'-4"
6'-11"
V-11"
9'-3"
0.024
6'-11"
6'-6"
6'72"
6'-2"
10,_5,
0.024
9'-3" 8'-10"
8'-6"
8' 6"
12'-9"
0.032
11'-5" 10'-11"
10'-6"
10'-6"
12'-4"
0.032
11'-5"
10'-11'
10'-5"
10'-5"
1 10'-7"
0.032
9'-5"
8'-11"
8'-6"
8'-6"
11'-1"
0.032
11'-1" 10'-8"
10'-3"
10'-3"
7'-4"
0.036
12,_5„ 11 _10"
11'_5,
11,_5'
T-2"
0.036
12'-10"
12 4„
11 _9"
111-4-
5'-8"
0.036
9'-5"
9'-0"
8'-7"
8'-7"
6'-5"
0.036
12.0„ 11 _6„
11 _1"
0.024
40
0.018
6'-9" 6'-9"
6'-6"
6'-3"
40
0.018
3'-2"
3'-2"
2'-10"
2'-8"
40
0.018
3'-6"
3' 6"
3'-3"
T V
40
0.018
6'-10" V-10"
6'-7"
6'-5"
0.032
0.024
8'�" 8' 4"
8'-1"
7'-10"
0.024
6'-7"
V-7"
6'-3"
6'-0"
0.032
0.024
F-11"
5'-11"
5'-7"
5'4"
0.032
0.024
8'-2" 8'-2"
7'-11"
7'-8"
0.032
10,_2„ 10,4„
9'-10"
9'-6"
11,_7'
0.032
10,_0„
10,_0„
9'=8"
9'-4"
0.032
8'-2"
8'-2"
7'-10"
7' 6"
0.032
9'-10" 9'-10"
9' 6"
9'-3"
9'-2"
0.036
11'-0" 11'-0"
10'-8"
10'-4"
6'4"
0.036
11'4"
11'4"
10'-11"
10'-6"
2'-2" 2'-1"
0.036
8'-2"
8'-2"
7'-11"
7'-7"
4'-2"
0.036
10'-8" 10'-8"
10'4"
10'-0"
60
0.018
5'-5" T-5"
5-5"
5'-5" 1
60
0.018
2'-4"
2'4"
2'-1"
2'-0"
60
0.018
V-10"
2'-10"
2'-7"
2'-4"
60
0.018
5'-7" 5'-7"
5'-7"
5'-7"
7'-0"
0.024
V-10" V-10"
6'-10"
V-10"
9'-5"
0.024
4'-11"
4'-11"
4'-7"
4'-6"
8'-9"
0.024
4.-5",
4'-5"
4'-1"
4'4"
8'-1"
0.024
6'-8" V-8"
6'-8"
6'-8"
8'-2"
0.032
8'-3" 8'-3"
8'-3"
8'-3"
0.'036
0.032
V-0"
8'-0"
8'-0"
8'-0"
0.036
0.032
64"
6'-4"
6-4"
6'4"
8'-4"
0.032
8'-1" 8'-1"
8'-1"
8'-1"
0.036
0.036
9'-0" 9'-0"
9'-0"
9'-0"
0.038
9'-1"
9'-1"
9'-1"
9'-1"
0.036
6'-5"
6'-5"
6'-5"
V-5"
0.036
8'-9" 8'-9'
8'-9"
8'-9"
TABLE
4.1
4.8
TABLE
4.2
TABLE
4.3
TABLE
4.4
NOTE:
PANELS
MAY
OVERHANG
25% OF THEIR
CLEARSPAN
SPAN
TABLES
SINGLE
2 5" x 12" Mark
X Single
Snanl
Detail
B
2"x6" Flat Panel
Sin
le Span) Detail N2,
C
2.5" x6" Su
er Six Single
Span)
Detail
N3, A
3441 Ivylink Place (� VIL P
VA 245p3
3.5 x12 Su
Ground
er 12 toingle
Panel
S an
Wind Speed
etas
and
Exposure
Ground
Panel
Wind Speed
and
Exposure
Gauge
Ground
Panel
Wind Speed
and
Exposure
Ex C 1 0 h Ex C
Ground
Snow Load
Panel
Gauge
Wind Speed
Exposure
and
B
Exposure
Exposure
C
Snow Load
Gauge
Exposure
B
Exposure C
Snow Load
Gauge
Exposure
B
lExposure
C
Snow. Load
Gauge
Exposure
B
IExposure
C
ps
(in)
85
1 90
85
90
(psf)
(in)
85
11 90
85 90
psf)
(in)
85
1 90
1 85
90
(pso
(in)
85
1 90
1 85
90
10
0.018
11'-0"
11'-0"
8'-10"
8'-2"
10
0.018
5'-11"
5'-11"
4'-1" T-10"
10
0.018
7'-7"
7'-7"
V-11"
V-10"
10
0.018
8'-0"
8'-6"
T-8"
T-8"
LIVE
0.024
13'-7"
13'-7"
12'-9"
12'-0"
LIVE
0.024
12'-9"
12'-9"
11'-11" 11'-3"
LIVE
0.024
11'-3"
11'-3"
10'-6"
9'-0"
LIVE
0.024
11'-11'
11'-11"
11'-2"
10'-7"
4'
0.032
16,_1„
16,_1„
'15,_4„
14,_3„
5'
0.032
15,_0„
15,_0„
14,_1" 13,_3„
MAX
0.032
12'-11"
12,_11"
12,_5,
11,_11"
0.032
0.032
13'-10"
13,_10„
13'_2„
12,_5,
MAX
0.036
17'-2"
17'-2"
16'-1"
15'-3"
0.032
0.036
16'-0"
16'-0"
15'-0" 14'-2"
12'
0.036
13'-5"
13'-5"
12'-11"
12'-5"
All Others
0.036
14'-4"
14'-4"
13'-9"
13'-3"
20
0.018
8'-6"
8'-6"
7'-10"
7'-10"
20
0.018
4'-1"
T-10"
3'-4" T-2"
20
0.018
V-7"
V-7"
6'-1"
6'-1"
20
0.018
7'-4"
7'-4"
6'-10"
6'-10"
LIVE
0.024
11'-5"
'11'-5"
10'-11"
10'-6"
LIVE
0.024
10'-8"
10'-8"
V-1" 9'-1"
LIVE
0.024
8'-7"
8'-7"
8'-0"
8'-0"
LIVE
0.024
9'-2"
T-2"
8'-6"
8'-6"
MAX
0.032
13,_7,
13,_7,
13,_0„
12,_5,
12'
0.032
12,_7'
12,_7,
12,4" 11'-6"
FOR PANEL/HEADER COMBINATIONS Table 4.10
0.032
11,_6„
11,_6„
11,_1„
10,_8„
Headers
0.032
11'-10"
11,_10"
11,_3„
10,_10„
in
0.036
14,_6„
14,_6„
13'_10„
13'_3„
4'
0.036
13,_6„
13'_6„
12,_11„ 12,4„
MAX
0.036
12,_0„
12,_0"
11,_5"
11'-0"
0.018
0.036
12,_7,
12,_7„
12,_0„
11,-6„
25
0.018
8'-6"
8'-6"
7'-10"
7'-7"
25
0.018
3'-10"
T-10"
3'-4" 3'-2"
25
0.018
6'-7"
6'-7"
6'-1"
5'-11"
25
0.018
7'-4"
7'-4"
V-10"
6'-7"
5'
0.024
11,_5„
10,_11„
10,_6"
10'-6„
Dble 2x6.625
0.024
10,_8"
9'-9"
9'-1" 8'-6"
4'
0.024
8'-7"
8'-7"
8'-0"
T-9"
MAX
0.024
9'-2"
9'-2"
8'-6"
8'-3"
4'
0.032
13,-7,
13,_0„
12,_5,
12,_5„
MAX
0.032
12,_7,
12,_0„
11,-6" 11,-6„
MAX
0.032
11,_6„
11,_1"
10,_8„
10,_8„
MAX
0.032
11,_10„
11,_3„
10'-10"
10,_10„
MAX
0.036
14'-6"
13'-10"
13'-3"
13'-3"
MAX
0.036
13'-6"
12'-11"
12'-4" 12'-4"
14'
0.036
12'-0'
11'-5"
11'-0"
11'-0"
6'
0.036
12'-7"
12'-0"
11' 6"
11' 6"
30
0.018
8'-2"
7'-10"
7'-7"
7'-4"
30
0.018
V-7"
3'-4"
3'-2" 2'-10"
30
0.018
6'-4"
6'-1"
5'-11"
5'-8"
30
0.018
7'-1"
V-10"
6'-7"
6'-5"
7'
0.024
10'-11"
10_6„
9'-5"
9'-1"
3'
0.024
9'-5"
9'-1"
8'-6" 7'-11"
0.036
0.024
8'-3"
8'4"
7'-9"
T-6"
15'
0.024
8,_10„
8'-6"
8'-3"
8'-0"
0.036
0.032
13,_0"
12,_5,
11,_11„
11,_11„
MAX
0.032
12,_0"
11,_6„
11•_1„ 11 _1„
3x8
0.032
11,_1„
10'_8„
9'-7"
9'-3"
11'
0.032
11,_3„
10,_10"
10'_5,
10,_5,
All Others
0.036
13'-10"
13'-3"
12'-9"
12'-9"
11'
0.036
12'-11"
12'-4"
11'-10" 11'-10"
MAX
0.036
11'-5"
11'-0"
1 10'-7"
10'-7"
0.036
12'-0"
11'-6"
11'-1"
11'-1"
40
0.018
7'-4"
7'-4"
V-11"
6'4"
40
0.018
T-2"
T-0"
2'-8" 2'-6"
40
0.018
5'-8"
5'-8"
5'-5"
5'-3"
40
0.018
6'-5"
6'-5"
6'-0"
5'-10"
0.024
9'-1"
9'-1"
8'-7"
8'-4"
0.024
7'-11"
7'-11"
7'-1" 6'-8"
0.024
7'-6"
7'-6"
T-1"
6'-10"
0.024
8'-0"
V-0"
7'-6"
7'4"
0.032
11'-6"
11'-6"
11'-2"
10'-10"
0:032
10'-8"
10'-8"
9'-5" 9'-2"
0.032
9'41.
9'-3"
8'4"
8'4"
0.032
9'-5"
V-5"
V-10"
8'-7"
0.036
12'-4"
12'4„
11,-11"
11,_7'
0.036
11,_5,
11,_5,
11,_1„ 10,_9„
0.036
9'-6"
9'-6"
9'-0"
8'-9"
0.036
10,_8„
10,_8"
9'-5"
9'-2"
60
0.018
6'-5"
6'-5"
6'4"
6'-0"
60
0.018
2'-5"
2'-4"
2'-2" 2'-1"
60
0.018
4'-10"
4'-8"
4'4"
4'-2"
60
0.018
F-7"
5'-7"
5'4"
5'4"
0.024
7'-11"
7'-11"
7'-7"
7'-5"
0.024
V-1"
V-1"
5'-6" 64"
0.024
6'-6"
6'-6"
6'4"
6'-1"
0.024
7'-0"
7'-0"
6'4"
6'-6"
0.032
9'-5"
9'-5"
9'-0"
8'-10"
0.032
8'-9"
8'-9"
8'4" 8'-2"
0.032
8'-1"
8'-1"
7'-9"
7'-7"
0.032
8'-2"
8'-2"
7'-10"
7'-8'
0.'036
10,_1„
10,_1"
10'-1"
9'-6"
0.036
9'-5"
9'-5"
91.0" 8'-9"
0.036
8'-4"
8'-4"
8'-0"
7'-10"
0.036
8'-9"
8'-9"
8'-5"
8'-2"
�.
ae
G e 7
TABLE
4.8
Amerimax Building P od ts-11
5208 Tennyson Par ay 681,1 9:'G �_ s
Plano, Texas 75024
* EX f 61)30/%0
Carl Putnam, P. E. j 20 5
3441 Ivylink Place (� VIL P
VA 245p3
Lynchburg, �c S P
v )FCAOI T )
(434) 384-2514 9F
IFO�
A
carloutnam0comcast.net OCT 20 20 1
MAXIMUM ALLOWABLE TRIBUTARY WIDTH ND 10 SCREW
FOR PANEUHEADER COMBINATIONS Table 4.9
Panel
# of#10 screws PER
FOOT to attach panel to header
Headers
Gauge
1
i
I 5
I
n)
90 ml h E B 90 mph
Ex C 1 0 h Ex C
Dble 2x6.625
0.018
3'
6'
MAX
4'
MAX
MAX
3'
4'
MAX
MAX
RF Fascia
0.018
3'
MAX
MAX
MAX
MAX
MAX
MAX
MAX
MAX
MAX
3x8
0.018
3'
6'
MAX
4'
MAX
MAX
3'
4'
MAX
MAX
All Others
0.018
3'
6'
MAX
4'
MAX
MAX
3'
4'
MAX
MAX
Dble 2x6.625
0.024
4'
8'
12'
6'
9'
MAX
4'
6'
MAX
MAX
RF Fascia
0.024
4'
MAX
MAX
MAX
MAX
MAX
MAX
MAX
MAX
MAX
3x8
0.024
4'
8'
12'
6'
9''
MAX
4'
6'
MAX
MAX
All Others
0.024
4'
8'
12'
6'
9'
MAX
4'
6'
MAX
MAX
Dble 2x6.625
0.032
5'
10'
MAX
7'
11'
MAX
5'
7'
10'
MAX
RF Fascia
0.032
5'
MAX
MAX
MAX
MAX
MAX
5'
MAX
MAX
MAX
3x8
0.032
5'
11'
MAX
8'
12'
MAX
5'
8'
10'
MAX
All Others
0.032
5'
11'
MAX
8'
12'
MAX
5'
8'
10'
MAX
Dble 2x6.625
0.036
5'
10'
MAX
7'
11
15'
S'
7'
10'
12'
RF Fascia
0.036
6'
MAX
MAX
MAX
MAX
MAX
5'
MAX
MAX
MAX
3x8
0.036
6'
12'
MAX"
13'
MAX
6'
9'
12'
MAX
All Others
0.036
6'
12'
MAX
9'
13'
MAX
6'
9'
12'
MAX
'MAX' means the maximum possible tributary'width
Minimum number of screws is on per panel
MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#14 SCREWS
FOR PANEL/HEADER COMBINATIONS Table 4.10
Panel
# of#14 screws PER
FOOT to attach
panel to header
Headers
Gauge
1 2 1 3 1
I 2 I 3
1 1 1 2 'I 3 1 4
in
90 m h Exp B 90 m
h Exp C
110 m h Exp C
Dble 2x6.625
0.018
4'
W
MAX
3'
5'
MAX
2'
4'
5'
MAX
RF Fascia
0.018
4'
MAX
MAX
3'
MAX
MAX
2'
MAX
MAX
MAX
3x8
0.018
4'
8'
MAX
3'
5'
MAX
2'
4'
5'
MAX
All Others
0.018
4'
8'
MAX
3'
5'
MAX
2'
4'
5'
MAX
Dble 2x6.625
0.024
5'
10'
MAX
4'
7'
MAX
2'
5'
MAX
MAX
RF Fascia
0.024
5'
MAX
MAX
4'
MAX
MAX
2'
MAX
MAX
MAX
3x8
0.024
5'
10'
MAX
4'
7'
MAX
2'
5'
MAX
MAX
All Others
0.024
5'
10'
MAX
4'
7'
MAX
2'
5'
MAX
MAX
Dble 2x6.625
0.032
7'
14'
MAX
5'
10'
MAX
3'
6'
10'
MAX
RF Fascia
0.032
7'
MAX
MAX
5'
MAX
MAX
3'
MAX
MAX
MAX
3x8
0.032
7'
14'
MAX
5'
10'
MAX
3'
6'
10'
MAX
All Others
0.032
7'
14'
MAX
5'
10'
MAX
3'
6'
10'
MAX
Dble 2x6.625
0.036
7'
14'MAX
5'
10'
15'
3'
6'
10'
MAX
RF Fascia
0.036
7'
MAX
MAX
5'
MAX
MAX
4'
MAX
MAX
MAX
3x8
0.036
8'
MAX
MAX
5'
11'
MAX
4'
7'
11'
MAX
All Others
0.036
8'
MAX
MAX
5'
11'
MAX
4'
7'
11'
MAX