09-1149 (PAT)4 P.O. BOX 1504 VOICE (760) 777-7012
78-495 CALLE TAMPICO FAX (760) 777-7011
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 10/30/09
Application Number: 09-00001149 Owner:
Property Address:. 52620 AVENIDA DIAZ JIM GRIFFITH,
APN: 773.-282-006-18 -000000- 52620 AVENIDA DIAZ
Application description: PATIO COVER - RESIDENTIAL LA QUINTA, CA 92253
Property Zoning: COVE RESIDENTIAL
F
Application valuation: 3192Contractor:Applicant: Architect or Engineer: ATLAS AWNING & SCREEN, ` 0 2009
754 S. WILLIAMS ROAD
PALM SPRINGS, CA 92264
n1
JA
OT
(760) 327-8466 CITYOFLAQFJ UiNTA
Lic. No.: 835140
-------------------------------------------------------------------------------------------------
LICENSED CONTRACTOR'S DECLARATION
1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Profession s Code, and my License is in full force and effect.
License.Class: D03 /J/%4/License No.: X140
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).:
(_ 1 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not Intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
(_ 1 I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
LQPERMIT
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
TTT Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier ENDURANCE WC Policy Number WEN0012731-03
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should becoVht to the workers' co ensat an provisi sof Section
at��� 3700 of the Labor Code I sh f. comp) w' tho rovision
�0 ' DS /OLpplicant:
WARNING: FAILURE TO SECIIAE WOR ERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000)• IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building cons ruction, nd hereby authorize re re,entatives
of this co my to enter upon the above-mentioned grope / r ' action urposes.
D e: Signature (Applicant or Agent):
Application Number . . . . . 09-00001149
Permit . .
. PATIO COVER PERMIT
Additional desc .
.
Permit Fee . . .
. 63.00 Plan Check Fee
40.95
Issue Date
Valuation . . .
. 3192
Expiration Date
4/28/10
Qty Unit Charge Per
Extension
BASE FEE
45.00
2.00 9.0000
THOU BLDG 2,001-25,000
18.00
----------------------------------------------------------------------------
Special Notes and
Comments
240 S.F. ALUMAWOOD
LATTICE SHADE COVER
AT REAR YARD. 2007
CODES, PER APPROVAL
BY KK.
----------------------------------------------7-----------------------------
Other Fees . . .
. . . . . . BLDG STDS ADMIN (SB1473)
1.00
STRONG MOTION (SMI) - RES
.5,0
Fee summary
Charged Paid Credited
--------------------
Due
-----------------
Permit Fee Total
--------------------
63.00 .00 .00
63.00
Plan Check Total
40.95 .00 .00
40.95
Other Fee Total
1.50 .00 .00
1.50
Grand Total
105.45 .00 .00
105.45
LQPERMIT
TLAS
WN/NG
AND SCREEN
For:
754 Williams Rd., Palm Springs, CA 92264 Lic #: 835140
PH: 327-8466 , FAX: 327-8467
Park: hone: - /
Dot
pwfefy
L►N e
ChY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE 14 � .�Q �09aY /9
vzz�
fimc, -
I �Mpqwpo Fernee
' Poo, -'e
115
P'5AQ P4?�PF2' y
P'4
z•
WALL CONNECTION DETAILS
L7, L10.OF. PAGE 16
L17, L22 OH PAGE 17
L26 ON PAGE 18 -
LATTICE TUBE AND CONNECTION DETAILS
L3, L6 OF PAGE 16
RAFTER CONNECTION DETAILS
L9 OF PAGE 16
L30 OF PAGE IS
HEADER/WALL CONNECTION DETAIL
L15 OF PAGE 16
DETAILS LI, L2,
L3 OF PAGE 16
HEADER DETAILS
L1, L8, L12 OF, PAGE 16
LIS OF -PAGE 17
` POST DETAILS
L4,.L11 OF PAGE 16
L21 OF PAGE 17 '•
f L24 OF PAGE 18 f�
POST BOTTOM CONNECTION DETAILS
L13, L14 OF PAGE 16
L25, L29 OF PAGE 18
HEADER/POST C❑NNECTI❑N DETAILS SINGLE SPAN'ATTACHED-
L8 OF PAGE 16�,---LATnCE STRUCTURE
iLT6, 9, -L -23 -OF -PA -1'7
L26; -L27 -,❑F -PAGE 18
GUTTER/RAFTER TAIL CONNECTION DETAILS
N4, N5 OF PAGE 40
N10 OF PAGE 41
N23, N28 OF PAGE 42
N31 OF PAGE 43
HEADER/POST CONNECTION DETAILS
N22, N24 OF PAGE 42
N32, N35 OF PAGE 43
POST DETAILS
N11, N14, N16, N17 OF PAGE 41
POST/SLAB/FOOTING CONNECTION DETAILS
N8 OF PAGE 40
N12, N13 OF PAGE 41
N29 OF PAGE 43
POST/FOOTING
CONNECTION DETAIL
L29 OF PAGE 18
HEADER DETAILS
N9 OF PAGE 41
N25 OF PAGE 42
N30 OF PAGE 43
PANEL/WALL CONNECTION
N18 OF PAGE 41
STRUCTURAL N21, N26, N27 OF P E l
PANEL DETAILS N33, N34 OF F GE,
N1, N3 OF PAGE 40 _ _ ` e;L.
a___L_j
SINGLE SPAN ATTACHED GWRtEVM STRUGrURE
SINGLES
LArnCE
RAFTER CONNECTION DETAILS
L9 OF PAGE 16
L30 OF PAGE 18
HEADER/POST CONNECTION DETAILS
L8, L12 OF PAGE 16
L16, L19, L23 OF PAGE 17
L26, L27 OF PAGE 18
7 �009 4/27/2009
ENGINEERS STAMP
ru�itruuiirvu
CONNECTION DETAIL
L29 OF PAGE 18
MECTION DETAILS
TER CONNECTION DETAILS
3F PAGE 16'
OF PAGE 18
;T DETAILS
OF PAGE 16
OF PAGE 17
PRINTED ON 4/29/2009
LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES
0.024"x2"x6.625" Rafter tMultininI on.,i2,,xrx66qs,,Rafter Mdtisnnnl
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure C
(Psf)
in
90 110 120 130
10
24"
T-11"
7'-11"
6-11"
6'-0"
LIVE
20"
9'-0"
9'-0"
8'-0"
T-0"
20
16"
10'-5"
10'-5"
9'-5"
8'-3"
LIVE
12"
12'-6"
12'-6"
10* -6"
8'-11"
20
24"
4'-8"
4'-8"
4'-8"
4'-8"
LIVE
20"
5'-5"
5'-5"
5'-5"
5-5"
30
16"
6'-5"
6'-5"
6'-5"
6'-5"
12"
T-11"
T-11"
7'-11"
T-11"
25
24"
4'-6"
4'-6"
4'-6"
4* -6"
20"
5-2"
5'-2"
5'-2"
T-2"
60
16"
6'-2"
6'-2"
6'-2"
6'-2"
12"
T-8"
T-8"
T-8"
T-8"
30
24"
T-10"
T-10"
T-10"
T-10"
20"
4'-6"
4'-6"
4'-6"
4'-6"
16"
5'-4"
54"
5'-4"
5* -4"
12"
6'-8"
6'-8"
6'-8"
6'-8"
40
24"
T-0"
T -O"
T -O"
T -O"
20"
T-6"
3'.6"
3'-6"
T-6"
16"
4* -3"
4* -3"
4'-3-
4'-3"
12"
5'4"
5'-4"
5-
-
60
24"
2'-0"
2'-0"
70"
2'-0"
20"
2'-5"
2'-5"
2'-5-
2'-5"
16"
T -O"
T -O"
T -O"
T -O"
12"
T-10"
T-10"
T-10"
T-10"
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure C
(psf)
(in)
90 110 120 130
10
24"
11'-7"
11'-7"
11'-7"
11'-1"
LIVE
20"
13'-0"
13'-0"
13'-0"
12'-5"
20
16"
14'-11"
14•_11'.
14'_11"
14'_1"
LIVE
12"
17'-7"
17'-7"
17'.7"
16'-5"
20
24"
T-2"
T-2"
T-2"
T-2"
LIVE
20"
8'-2"
8'-2"
8'-2"
8'-2"
30
16"
9'-7"
9'-7"
9'-7"
9'-7"
12"
11'-7"
11'-7"
11._7"
11'-7"
25
24"
6'-11"
6'-11"
6'-11"
6-11"
20"
T-11"
T-11"
T-11"
T-11"
60
16"
9'-3"
9'-3"
9'-3"
9'-3"
12"
11'-3"
11'_3'.
11._3"
11'_3"
30
24"
6'-0"
6'-0"
6'-0"
6%0"
20"
6'-11"
6'-11"
6-11"
6'-11"
16"
8'-2"
8'-2"
8'-2"
8'-2"
12"
9'-11"
9'-11"
9'-11"
9'-11"
40
24"
4'-10"
4'-10"
4'-10"
4'-10"
20"
5'-7"
5'-7"
5'-7"
5'-7"
16"
6'-7"
6'-7"
6'-7"
6'-7"
12"
8'-2"
8'-2"
8'.2"
8'-2"
60
24"
T-5"
3'-5"
T-5"
3j'-5"
20"
4'-0"
4'-0"
4* -0"
4'-0"
16"
4'-10"
4'-10"
4'-10"
4'-10"
12"
6'-0"
6'-0"
F;' -n"
6'-0"
I AbLt 1.1
SINGLE SPAN TABLES
0 024"x?"YR 695" P.ft- (Ri-lo Rnanl n nAq-vq,,vr F;q- P,fta, Min,l, cZ ... I
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure C
(Psf)
in
90 110 120 130
10
24::
1'�8:-0
13'-9"
--11"
68'-0"
6--0-
LIVE
20
11 13 0'
9'-2"
13'-9"
7' -0"
20
16:'
13'_2"
10'-9"
9'-5"
8'-3"
LIVE
12"
15,_2'
12'-6"
10'-6"
8--11"
20
24"
T-2"
5'-2"
5'-2"
5'-2"
LIVE
20"
6'-3"
6'-3"
6'-3"
6'-3-
30
16"
7,-9"
7.-9"
7.-9"
T.9"
12"
10'-3"
10'-3"
10'-3"
8'-11"
25
24"
4'-11
4'-11"
4'-11"
4'-11
20"
5'-11
5'-11"
5-11"
6-11
60
16"
T-5"
T-5"
T-5"
7'-5"
12"
T-10"
9'-10"
9'-10"
8'-11"
30
24"
4--1"
4--1"
4'-1-
4--1"
20"
4'-11"
4'-11"
4'-11"
4'-11"
16"
6'-2"
6'-2"
6-2"
6'-2"
12"
8'-2"
8'-2"
8* -2"
8'-2"
40
24"
T-1"
T-1-
T-1"
T-1.1
20"
3'-8"
T-8"
3'-8"
T-8'
16"
4'-8"
4'-8"
4'-8"
4'-8"
12"
6'-2"
6'-2"
6'-2-
6'-2"
60
24"
2'-1"
2'-1"
2'-1"
4'-11"
20"
2'-6"
2--6'
4::5::
22::61'.'
16"
3'-1"
3--1"
T-1
3--1"
12"
4--1"
4--1"
4-
4--1'
TABLE 1.6
.0
I ABLE 1.2
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure C
(psf)
(in)
90 110 120 130
10
24"
14'-7"
13'-9"
12'-4"
11'-1"
LIVE
20"
16'-0"
15* -4"
13'-9"
12'-5"
20
16"
17'-9"
17'-4"
15'-7"
14* -1"
LIVE
12"
19'-8"
19'-8"
18'-1"
16'-5"
20
24"
9-4"
9'-4"
9-4"
9'-4"
LIVE
20"
11'-2"
11'-2"
11'-2"
11'-2"
30
16"
12'-8"
12'-8"
12'-8"
12'-8"
12-
14'-7"
14'-7"
14'-7"
14'-7"
25
24"
8'-11"
8'-11"
8'-11"
8'-11"
20"
10'-8"
10'-8"
10'-8"
10'-8"
60
16"
12'-5"
12'-5"
12'-5"
12'-5"
12"
14'-3"
1
14'-3"
14'-3"
14'-3"
30
24"
T-5"
T-5"
T-5"
T-5"
20"
8'-11"
8'-11"
8'-11"
8'-11"
16"
11 1"
1 V-1"
1 V-1"
11'-1"
12"
13* -1"
13'-1"
13'-1"
13'-1"
40
24"
5'-7"
5'-7"
5'-7"
5'-7"
20"
6'-8"
6'-8"
6'-8"
6'-8"
16"
8'-4"
8'-4"
8'4"
8-4"
12"
11'-1"
11._1'.
11--1"
I 11'_1.'
60
24"
T-9"
T-9"
3
4'-11"
20"
4'-5"
4'-5"
4::5::
4'-5"
16"
5'-7"
5'-7"
5'-7-
5'.7"
12"
T-5"
T-5-
T-5"
T-5"
I AULt IJ
- IAPMO ES REPORT #0 113
0.040"x2"x6625" Rafter (Multisoan) 0.042"x3"x8" Rafter (MultisDan)
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure C
(Psf)
(in)
90 110 120 130
10
24"
15* -6"
15-6"
15* -6"
15-6"
LIVE
20"
17'-3"
17'-3"
17'-3"
17'-0"
20
16"
19'-7"
19._7"
19'-7"
18'-10"
LIVE
12"
22'-4"
22'-4"
21'-8"
20'-6"
20
24"
9'-11"
9'-11"
9'-11"
9'-11"
LIVE
20"
11'-2"
11'_2"
11* -2"
11'_2"
30
16'*
12'-11"
12'-11
12'_11"
12'-11
12"
15'
14'-4"
15'-6"
15'-6"
25
24"
9'-7"
g'-7"
9'-7"
9'-7"
20"
10'-10"
10'-10"
10'-10"
10'-10"
60
16"
12'-6"
12'-6"
12'-6"
12'-6"
12"
15'-0"
15'-0'*
15'-0"
15-0"
30
24"
8'-5"
8'-5"
8'-5'*
8'-5"
20"
9'-7"
9'-7"
9'-7"
9'-7"
16"
11'-2"
11._2"
11._7.
11'_2"
12"
13'-5"
13* -5"
13'-5"
13'-5"
40
24"
6'-9"
6-9"
6'-9"
6'-9"
20"
T-9"
T-9"
7,-9"
7.-9"
16"
g'-2"
9'-2"
9'-2"
9'-2"
12"
11._7.
11'_7,
11'_7'
11* -2"
60
24"
4'-11"
4'-11"
4'-11"
4'-11"
20"
5* -8"
5'-8"
5'-8"
5'-8"
16"
6'-9"
6'-9"
6-9"
6'-9"
12"
8--5"
8'-5"
8'-5"
8'-5"
n n4n-y?',y8 625" Rnftpr Mnnlp I;n2nl
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure C
(psf)
in
90 110 120 130
10
36"
13'-4"
13'-4"
13'-4"
13'-4"
LIVE
30"
15* -0"
15'-0"
15'-0"
14'-11
20
24"
17'-2"
17'-2"
17'-2"
16-11
LIVE
16"
21'-9"
21'-9"
21'-9"
20'_10"
20
36"
8'-2"
8'-2"
8'-2"
8'-2
1
LIVE
30"
9'-4"
9'-4"
9'-4"
'42"
9'-4"
30
24"
11'_0'.
11'-0"
11•_0"
111-01,
16-
14'-4"
14'-4"
14'-4"
14'-4"
25
36"
T-10"
7'-10"
7'-10"
T-10"
0.040"
10'-6"
10'-6"
10* -6"
10'-6"
60
24"
10'-7"
10'-7"
10'-7'.
10'-7"
16"
13'-11
13'-11"
13,_11„
13'-11".
30
36"
U-10"
6-10"
6-10"
6-10"
30"
T-10"
T-10"
7'-10"
T-10"
24"
9'-4"
9'-4"
9'-4"
9'-4"
16"
12*4"
12'-4"
12'-4"
12'-4"
40
36'.
5-5"
5'-5"
5'-5"
5'-5"
30"
6'-3"
6'-3"
6'-3"
6'.3"
24"
T-6"
T-6"
7'-6"
T-6"
16"
10'-2"
10'-2"
10'-2"
10'-2"
60
36"
S-10"
T-10"
T-10"
T-10"
30"
4'-6"
4'-6"
4'-6"
4'-6"
24"
5'-5"
5'-5"
5'-5"
5'-5"
16"
T-6"
1 T-6"
1 T-6"
7'-6"
IAPMO PAGE NUMBER 7 OF 57
4"v T' P.ft., n�r" n/' W.flfi-- - Ri-le)
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure C
(psi)
in
90 110 120 130
10
0.024"
11'-8"
11'-8"
11'-8"
11'-8"
LIVE
0.040"
16'-5"
16'-5"
16'-5"
15'-10"
20
0.024"
T-11"
T-11"
T-11"
T-11"
LIVE
0.040"
13'-0"
13'-0"
13'-0"
13'-0"
25
0.024"
T-8"
T-8"
T-8"
T-8"
LIVE
0.040"
12'-10"
12'-10"
12'-10*'
12'-10"
30
0.024"
6'-11"
6'-11"
6'-11"
6'-11"
0.040"
12'-0"
12'-0"
12'-0"
12'-0"
40
0.024"
5'-9"
5'-9"
5'-9"
5'-9"
0.040"
10'-6"
10'-6"
10* -6"
10'-6"
60
0.024"
4'-5"
4'-5"
4'-5"
4' -5"
0.040"
8'-4"
8'4"
8-4"
1 8-41.
Amerimax Building Products
5208 Tennyson Parkway
Piano, Texas 75024
Carl Putnam, P. E.
3441 Ivylink Place
Lynchburg, VA 24503
carl p utnam(a)comcast. net
TAKE 1.3 TABLE 1.4
NOTE: RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN
0.042"x3"x ' Rafter (Single Span) I RAFTERS O/C SPACING MAY BE DOUBLED IF THE
I AMC 1.3
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure C
(psf)
in
90 110 120 130
10
24"
17'-8"
17'-8"
17'-0"
15'-6"
LIVE
20"
18'-10"
18'-10"
18'-7"
17'-0"
16"
20'-3"
20'-3"
19._11"
18'-10"
12"
22'4"
22'-4"
21'-8"
20'-6"
20
24"
13* -2"
13'-2"
13'-2"
13'-2"
LIVE
20"
14'-5"
14'-5"
14'-5"
14'-5"
16"
16'-1"
16-1"
16'-1"
16'-1"
12"
17'-8"
17'-8"
1 17'-8"
17'-8"
25
24"
12'-10"
12'-10"
12'-10"
12'_10"
20"
14'-1"
14'-1"
14'-1"
14'-1"
16"
15-8"
16-8"
15'-8"
15'-8"
12"
17'-5"
17'-5"
17'-5"
17'-5"
30
24"
11,_7•
11'-2"
11'_2"
11,_2"
20"
12'-10"
12'-10"
12'-10"
12'-10"
16"
14'-4"
14'-4"
14'4"
14* -4"
12"
16'-5"
16'-5"
16'-5"
16'-5"
40
24"
8'-5"
8'-5"
8'-5**
8'-5"
20"
10'-1"
10'-I"
10* -1"
10'-1"
16"
12'-6"
12'-6"
12* -6"
12'-6"
12"
14'4"
14-4"
14'-4"
14'-4"
60
24"
6-7"
5'-7"
5'-7"
5'-7"
20"
6'-9"
6'-9"
6'-9"
6'-9"
16"
8'-5"
8'-5"
8'-5"
8'.5"
12"
11'_7.
11._2"
11._2"
11,_7'
I ABLE 1.6
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure C
(pso
(in)
90 110 120 130
10
36"
17'-1"
16'-6"
14'-10"
13'-5"
LIVE
30"
18'-8"
18'-4"
16'-6"
14'-11
24"
20'-9"
20'-8"
18'-7"
16'-11
16"
25-1"
25-1"
22'-11"
20'-10"1
20
36"
10'-3"
10'-3"
10'-3"
10'-3"
LIVE
30"
12'-3"
12'-3"
12'-3"
12'-3"
24"
14'-10"
14'-10"
14'-10"
14'-10"
16-
18--1"
18--1"
18'-1"
18'-1"
25
36"
9'-9"
9'-9"
9'-9"
9'-9"
30"
11•_8"
11•_8"
11'-8"
11'-8"
24*'
14'-6"
14'-6"
14'-6"
14'-6"
16"
17'-8"
17'-8"
17'-8"
17'-8"
30
36"
8'-2"
8'-2"
8'-2"8'-2"
30"
9'-9"
9'-9"
9'-9"
9'-9"
24"
12'-2"
12'-2"
12'-2'
12'-2"
16"
16'-2"
16'-2"
16'-2"
16'-2"
40
36"
6'-2"
6'.2"
6'-2"
6'-2"
30"
T-4"
T-4"
7'-4"
7--4"
24"
9* -2"
9'-2"
9'-2"
9'-2"
16"
13'-8"
13* -8"
13'-8"
I3'-8"
60
36"
4'-1"
4'-1"
4* -1"
30"
4'-11"
4'-11"
4'-11"
24*
6'-2"
6'-2"
6'-2"
16"
9'-2"
9'-2"
9'-2"
[AbLt 1.9
I RAFTERS ARE DOUBLED UP TO 48" O/C
6W
• u PRINTED ON 4129/2009 IAPMO ES REPORT #0113 IAPMO PAGE NUMBER 10 OF 57
1 Arrlr. rnvcP 1 n Pn4lr 4tPArINCC FDR PATIO AND COMMFRCIAI rnUFRS Qn MPH WIND ARFAF
12 Ga 3'x8' Steel C Beam (Detail LIB)
16 Ga 3'x8' Steel C Beam (Detail 1-18)
Double 12 Ga 3'x8' Steel C Beam (Detail LB) 12 Ga 3'x8' Steel C Beam (Derail L78) 16 Ga 3'x8' Steel C Beam Detail L18)
Double 12 Ga 3'x8' Steel C Beam Detail Lt
TABLE 2.5 Alt Chad Freestanding or
Attached Freestanding or
Alrached Freestanding or TABLE 2.5 Attached Freestanding or Attached Freestanding or
Attached Freestanding or
Structure Mullispan Units
structure Mullispan Units
Slruciure Mullispan Units Slruclure Mullispan Units Structure Mullis an Units
Structure Multis an Units
GROUND TRIG MAX POST MAX MAX POST LENGTH
MAX MA%POSTLENGTM
MAX MAX POST LENGTH GROUND TRIG MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH
MAX MAX POST LENGTH
SNOW WIDTH POST REOIC POST MIN FOOTER 8' I 17 I 18'
POST MIN FOOTER B' I 12' I 18'
POST MIN FOOTER 8- I 12' I 18• SNOW WIDTH POST REO POST MIN FOOIER 8' I 17 I 18' POST MIN FOOTER 8- I 17 I 1B'
POST MIN FOOTER 8' I 17 I 18'
LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAINED FOOTE
SPACINGPOST 512E CONSTRAINED FOOTE
SPACING POS 512E CONSTRAINED FOOTERLOAD (FT) SPACING FOR SPACIN POS 62E CONSTRAINED FOOTERSPACINGPOST SIZE CONSTRAINED FOOTERSPACING
POS SIZE CONSTRAINED FOOTER
(PSP) ON SLAB SLAB (FT) TYPE 'd' 'tl' 'tl" "tl'
(FT) TYPE 'tl' "tl" "tl' 'Cr
(FT) TYPE "tl' 'd' "tl' 'tl" IPSP( ON SLAB SLAB (FT) TYPE 'tl" 'tl" 'tl' A (FTI TYPE "0- -O' -O- 'C
(FT) TYPE "tl. -d'
(FT) Ont (in) lin) lin)
(i) f) (in)) (in)
lin/ (in) I.n) I�nl (FTI (in) fin) (i) (in) (in) ('n) (in) (In)
lint (in) lint (411
27'-0' a 21 27 30
24'4" 6 21 27 29
27-5" B 22 26 29
20-9" C 22 26 28
194' C 22 25 28
18'-1' C 22 25 28
i1 7-0' , C 22 _ 24 27
16'4T C 27 24 27
15'-2" C 23 24 27
14'-5' C 23 24 26
17.9' C 23 27 26
13'-Y C 23 23 2fi
17-r C 23 23 26
17-1" C 23 21 25
111-8• C 24 24 25
10'-10' C 24 24 25
10-0' C 24 24 24
93' C 24 24 -
30-0'
90 MPH
EXPOSURE
e
31
B
3a_0
C
23
28
10
3
27-8'
A
30-0'
B
22
28
31
C
LIVE
3.5
t9'-5'
A
30-0'
C
23
28
31
31
30-0'
4
1T4T
A
304T
C
24
28
31
28
31
4.5
15'-1"
A
29-r
C
25
28
31
0
29
5
13'-7-
A
28'-0•
C
25
27
31
30
30-0'
5.5_,
174"
A
27'-8'
C
26
27
30
30
31
^.6
11'4"
A
26'-1D'
C
26
27
30
D
71
6.5
10-5'
A
26'-2"
D
27
27
30
5
2T-8'
7
9-8'
A
25'-6'
D
27
27
30
33
33
7.5
9-1'
A
24'-11'
D
28
28
30
34
37
8
8'-6'
A
24'-5'
D
28
28
29
32
19.1"
8.5
8•-0"
A
23'-9'
0
28
28
29
31
34
9
71-6"
A
27-11'
0
28
28
29
30
33
9.5
r.2"A
C
27-Y
D
29
29
29
D
31
10
6'-9'
A
21'-5'
D
29
29
29
D
31
11
6'-r
A .
20-Y
D
29
29
29
28
30-0'
12
32
A
19'-1'
D
29
29
29
A
25'-6-
13
5'-Y
A
1B'-1'
D
30
30
30
26
27'-0' a 21 27 30
24'4" 6 21 27 29
27-5" B 22 26 29
20-9" C 22 26 28
194' C 22 25 28
18'-1' C 22 25 28
i1 7-0' , C 22 _ 24 27
16'4T C 27 24 27
15'-2" C 23 24 27
14'-5' C 23 24 26
17.9' C 23 27 26
13'-Y C 23 23 2fi
17-r C 23 23 26
17-1" C 23 21 25
111-8• C 24 24 25
10'-10' C 24 24 25
10-0' C 24 24 24
93' C 24 24 -
30-0'
8
22
28
31
B
3a_0
C
23
28
31
B
30-0'
C
24
28
31
8
30-0'
C
25
28
31
3.5
30-0'
C
26
28
31
31
30-0'
D
26
28
31
29
30-0'
0
27
28
31
31
30-0"
D
28
28
31
A
30-0'
0
29
29
31
33
30-0'
D
29
29
71
30
30-0'
D
30
30
31
35
30-0'
D
30
30
31
C
29-7'
D
71
31
31
C
29-0•
D
71
31
31
C
28'-6'
D
32
32
32
5
2T-8'
D
32
32
32
30
26'-10"
D
33 -
33
33
28
26'-2'
E
34
b
.
31
10
3
22* -W
A
30'47
B
25
31
34
34
27.01
B
24
30
33
31
30-0'
8
25
31
34
35
LIVE
3.5
19'-5"
A
30-0'
C
26
31
34
33
24'-6"
B
24
29
33
30
30-0'
C
26
31
34
35
38
4
17,-(r
A
30'4r
C
27
31
34
33
27-S'
B
25
29
32
30
30-0'
C
27
31
34
35
37
4.5
15'-1-
A
29'-7'
C
28
31
34
33
20-9"
C
25
28
31
29
30-0'
C
28
31
34
35
37
5
13'-7"
A
28'-6-
C
29
30
34
33
194"
C
25
28
31
29
30-0'
C
29
31
34
34
37
5.5
12'4'
A
27'A'
C
30
30
34
32
19.1"
C
26
27
31
28
30'-0'
D
30
31
34
34
36
6
11'41
A
26'-10'
C
30
30
33
32
17'-0
C
26
27
30
28
-0'
30''
D
31
31
34
34
36
6.5
10-5'
A
26'-2"
D
31
31
33
31
16'-0"
C
26
27
30
28
30-0'
D
32
32
34
34
36
7
9'-9'
A
25'-6-
D
31
31
33
31
15'-2"
C
26
26
29
27
30-0"
D
33
33
34
33
35
7.5
9'-1"
A
24'-11"
D
32
32
33
31
14'-5"
C
26
26
29
27
30-0'
D
34
34
34
33
35
B
8'-6"
A
24'•5'
D
32
32
33
31
13'-9"
C
27
27
29
27
30-0'
D
34
34
34
33
34
8.5
8'-0'
A
23'-9"
D
32
32
32
30
13'-Y
C
27
27
29
27
30-0"
D
35
35
35
33
34
9
7'$
A
27-11'
0
33
33
33
30
17-r
C
27
27
28
26
29-7'
0
36
36
36
33
'
9.5
7•-Y
A
22'-2'
O
33
73
33
30
17-1"
C
27
27
28
26
29-0'
D
36
36
36
73
20
10
6'•9"
A
21'-5"
D
33
73
33
30
111-8'
C
27
27
28
26
28'-6'
D
36
36
36
33
11
6'-Y
A
20'-2'
D
34
34
34
29
10'-10'
C
27
27
27
26
27'-8"
D
37
37
37
32
2t
21
12
51-8"
A
19'-1'
D
34
34
34
29
104Y
C
27
27
27
25
2fi'-10•
D
38
38
38
31
13
5'-7'
A
18'-1'
D
34
34
34
29
93'
C
27
27
27
Z.
26'-2"
E
39
39
39
31
20
3
111•10
A
26'-10'
C
21
27
30
34
1718'
C
18
25
27
31
30-0'
D
22
28
31
35
LIVE
3.5
10.2'
A
25'-6'
D
21
27
30
33
151•10"
C
18
24
27
30
30-0'
D
23
28
31
35
38
4
8'-11'
A
24'-5'
D
22
27
29
33
14'4"
C
19
23
26
30
30-0'
D
24
28
31
35
37
4.5
7'-11'
A
23'-5'
0
23
26
29
33
13'-Y
C
19
23
26
29
29-7'
D
25
28
31
35
37
5
7'-1"
A
22'•2'
0
23
26
29
33
17-2"
C
19
23
25
29
28'-6'
D
25
27
31'
34
37
5.5
6'-5"
A
20.11'
D
23
26
28
32
11'•3"
C
19
22
25
28
2T-0'
D
26
27
30
34
36
6
5'-11'
A
19'-9'
0
24
25
28
32
10•r
C
19
22
25
28
26'-1("
D
26
27
30
34
36
6.5
5'-5'
A
18'-9'
O
24
25
28
31
99•
C
19
22
24
28
26'•2'
D
27
27
30
34
36
7
V-1"
A
1T-10'
D
24
25
27
31
9-1'
C
19
21
24
27
25'-6'
E
27
27
30
33
35
7.5
4'-9'
A
17'-1'
0
24
24
27
31
8'4a•
C
19
21
24
27
24'-11'
E
28
28
30
33
35
8
4'-5"
A
16'4'
D
24
24
27
31
7'•11'
C
19
21
23
27
24'•5'
E
28
28
29
33
34
8.5
4'-r
A
151-8-
D
25
25
27
30
T-0'
C
19
20
23
27
23'-11'
E
28
28
29
33
34
9
3'-11'
A
15'•1-
D
25
25
26
30
T-1'
C
19
20
23
26
23'-5'
E
- 29
29
29
33
'
9.5
X-9"
A
14'$
0
25
25
26
30
6'-0'
C
19
20
22
26
23'-0'
E
29
29
29
73
20
10
3146'
A
14'4T
D
25
25
26
30
64•
C
19
20
22
26
27.6'
E
29
29
29
33
11
Y-2"
A
13'-2'
0
25
25
26
29
5'-10'
C
19
19
22
26
20-7'
E
29
29
29
32
2t
21
t2
7-11'
A
174'
D
25
25
25
29
5'4'
C
19
19
22
25
18'-11-
E
29
29
29
31
13
7•B"
A
11'-6'
D
26
26
26
29
4'•11'
C
19
19
22
Z.
1716'
E
29
29
29
31
30
3
mount
8'-0'
0
A
24'-1P
0
20
27
30
33
15'-1"
C
17
24
26
30
30-0'
D
22
28
31
35
38
3.5
6'-10'
A
23'-7'
0
21
26
29
33
13'-6-
C
17
23
26
29
29-9'
D
23
28
31
35
38
4
F-0'
A
221•T
D
21
26
29
'33
17-2"
C
18
23
25
29
21r-5'
0
23
27
31
34
37
4.5
5'4'
A
20'-8'
D
22
26
28
32
17'-1'
C
18
22
25
28
27'4-
E
24
27
30
34
37
5
C-10'
A
194-
D
22
25
28
32
10-Y
C
t6
22
24
28
26'•5'
E
24
27
30
34
37
5.5
4'4'
A
18'-21
D
22
25
28
31
93'
C
18
21
24
28
25'-7'
E
25
27
30
33
36
6
4'-0'
A
17--1'
D
23
24
27
31
81E'
C
1B
21
24
27
24'-10"
E
26
27
30
37
36
6.5
Tor'
A
16'-3'
0
23
24
27
31
7'-10'
C
18
21
23
27
24'-r
E
26
26
29
33
36
1
3'-5'
A
15'-5"
D
23
24
27
30
T4'
C
18
20
23
26
23'-T
E
26
26
29
33
35
7.5
3'-2'
A
l4'-9-
D
23
24
26
30
6'-10'
C
18
20
23
26
23'-1'
E
27
27
29
73
35
8
31-0'
A
14'•1-
0
27
23
26
30
6'-5'
C
18
20
22
26
27-7'
E
27
2729
32
33
34
8,5
2'-10"
A
13'-6'
D
23
27
26
,29
6'-0'
C
18
20
22
26
21'4-
E
27
27
29
32
34
9
2*A'
A
17-11'
E
24
24
26
29
51-8'
C
18
19
22
26
20-2"
E
27
27
28
32
'
9.5
Z -G"
A
12'-6'
E
24
24
25
29
S-5-
C
18
19
22
25
19-2'
E
27
27
28
32
30
3
81-0'
A
24'-10'
0
23
30
33
37
15'-1'
C
20
26
29
33
30-0'
D
25
31
34
38
38
3.5
6'-10"
A
23'-7'
D
24
29
32
37
13'E"
C
20
26
29
33
29-9'
D
26
31
34
38
38
4
6'-0'
A
22'-3'
0
25
29
32
36
17-2'
C
20
25
28
32
28'-5'
D
27
30
34
38
37
4.5
5'4'
A
20'-8'
D
25
28
31
36
IVA-
C
20
25
28
32
2T4'
E
28
30
34
38
37
5
4'•10"
A
1914'
0
25
28
31
35
10-7'
C
21
24
27
31
26'-5'
E
28
30
37
37
37
5.5
4'4'
A
18'-2'
0
26
27
31
'35
9-3'
C
21
24
27
31
25'•7"
E
29
30
33
37
36
6
4'-0'
A
17'-1'
D
26
27
30
34
8'-6'
C
21
23
26
30
24'-10"
E
29
30
33
37
36
6.5
3'-8'
A
16'3"
D
26
27
30
34
7'-10"
C
21
23
26
30
24'•2'
E
30
30
33
37
36
7
3'-5'
A
15'-S'
D
26
26
30
34
T4'
C
21
23
25
29
23'-7'
E
30
30
32
37
35
7.5
X-2"
A
14'-9'
D
27
27
29
33
6'-10"
C
21
22
25
29
23'-1'
E
31
31
32
36
35
8
3'-0'
A
14'-1'
D
27
27
29
31
6'-5'
C
21
22
25
29
22'-7"
E
31
31
32
36
34
8.5
2'-10"
A
13'.8'
0
27
27
29
_33
6-0'
C
21
22
24
29
21'4'
E
31
31
32
36
34
9
7-0'
A
17-11'
E
27
27
28
32
51-8'
C
21
21
24
28
20'-2'
E
31
31
31
35
34
9.5
2'-6'
A
12'-6'
E
27
27
28
32
5'-5'
C
21
21
24
28
19'•2"
E
31
31
31
35
90 MPH EXPOSURE C
40
3
6'•1'
A
22'•5'
D
22
29
32
36
12'-3"
C
18
25
28
32
28'-5'
0
24
30
34
38
3.5
5'-2"
A
20'4'
D .
23
28
31
35
10.11-
C
19
25
2727'-0*
E
25
30
33
38
4
4'-6'
A
18'-01
D
23
28
31
35
9-8'
C
19
24
27
1
25'•10'
E
26
30
33
37
4.5
-0
4''
A
1T-3•
D
24
27
30
34
8'-7•
C
19
27
26
30
24'-10'
E
27
30
33
37
5
3'-7'
A
16'-1'
D
24
27
30
74
7'-9'
C
19
23V2.
30
24'-0"
E
27
29
33
37
5.5
3'-3'
A
15'-1"
D
24
26
29
33
7'-1'
C
19
2229
23'-3"
E
28
29
32
36
6
T-0'
A
14'-2"
D
24
26
29
33
6'-6'
C
19
22
29
27-7"
E
28
29
32
36
6.5
2'-9'
A
13'-5'
D
25
26
29
33
6'-0'
C
19
22
28
21'-2'
E
29
29
32
36
7
2'-7'
A
17-9'
E
25
25
28
32
5'-r
C
19
21
19'-6"
E
29
29
31
35
7.5
2'-5'
A
12'•1'
E
25
25
28
32
5'-2'
C
19
21
24
28
18'-5'
E
29
29
31
35
8
73'
A
1/1•r
E
25
25
28
32
4'-10"
C
19
21
24
28
174'
E
29
29
30
34
8.5
7-1'
A
II* -I-
E
25
25
28
31
4'-7'
C
19
2
23
2
16'4'
E
29
29
30
34
9
7-0-
A
10'•7-
E
25
25
27
31
4'4'
C
19
23
15'-5'
E
29
29.
30
34
90 MPH
EXPOSURE
8
'
40
3
61•1'
A
27-5'
0
20
26
29
33
r -Y
C
16
25t17
3.5
5'-2'
A
20'4'
D
20
25
28
32
1 -11'
C
�23
25a
4.5
4'4i'
4'-0'
A
A
18'-0'
17'-3'
D
D
ZO
21
25
24
28
27
31
71
C-
�"
6S�C
,k.,94".
24
129
ESS5
5.5
J'-7'
3'3'
A
A
16'•1'
IVA"
D
D
2t
21
24
24
27
26
30
30
.,- ,
C`
jCL
h�6 "C1,
16' l.$��'.
723
26
OQR��
6
3'-0'
A
14'-2'
D
21
23
26
30
��6'�
'>, -C
16 2v'-
6.5
7
7-9'
7-7•
A
A
13'-5'
12'-9'
0
E
21
21
2 3
23
26
26
29
. 6f0'
i ({'-7'
'b'
16 20
" L>s
• 119
L: �- 16
'
`2
C 681391 l
7.5
e
8.5
7-5'
r3
7-1'
A
A
A
12'-1'
tr-r
11'-I'
E
E
E
22
zz
22
23
zz
22
2
z
25
2
z
-Y
�- r
16
ti�l4yj,% n1
1
216 �; ¢
2
Ir EX ` 0 2069,1 t
OF C A0-
`��r .h i• 1'i `� 4/27/2009
JUN 17 2009
PRINTED ON 4129/2009
I ATT1rr- rnUFR 2 A POQT SPArINr:C FnP PATIn ANTI rn MMFPrIA1 rnVFRC On MPH WINn APPA4
IAPMO ES REPORT 90113
IAPMO PAGE NUMBER 11 OF 57
12 Ga 3"x8"
Steel C Beam
(Detail 1-18)
16 Ga 3"x8"
Steel C Beam Detail 118 Double 12 Ga 3"x8" Steel C Beam (Detail 1-8)
12 Ga 3"x8"
Steel C Beam
Detail 1-18 16 Ga 3"xB" Steel C Beam Detail L18 Double 12 Ga 3"x8" Steel C Beam Detail LF
TABLE 2.5
Attached
Freestanding or
17141
Attached Freestanding or Attached Freestanding or TABLE 2.5
21
Attached
Freestanding or Attached Freestanding or Attached Freestanding or
34
Structure
Multis an Units
25
Structure Multispan Units Structure Mullispan Units
34
Structure
Mullis an Units Structure Multis an Units Structure Multis an Units
GROUND TRIO MAX POST MAX
10'-2'
MAX POST LENGTH
25'•6'
MAX POST LENGTH MAX MAX POSTLENGTH GROUND TRIB MAX POST
MAX
30
MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH
SNOW WIDTH POST REO'O POST
MIN FOOTER
8' I 1Y I 18'
[SPACING
MIN FOOTER 8' I 12' I 18' POST MIN FOOTER B' I 12' I 18' SNOW WIDTH POST REO'
POST
MIN FOOTER
8' I 17 t8' POST MIN FOOTER 8' I 17 I 18' POST MIN FOOTER 8' I 12' I 18'
LOAD (FT) SPACING FOR SPACINGPOST
SIZE
CONSTRAINED FOOTE
34
POST SRE CONSTRAINED FOOTE SPACING POs 52E CONSTRAINED FOOTE LOAD (FT) SPACING FORSPACIN
4
POS SIZE
CONSTRAINED FOOTE SPACIN POST SIZE CONSTRAINED FOOTE SPACING POSSIZE CONSTRAINED FOOTE(PSF)
ON SLAB SLAB IFTf
TYPE 'd'
'd- -d' 'd'
25
TYPE 'd' 'tl' -d- 'tl- (FT) TVPE 'd' 'd 'd' 'd' (PSF) ON STAB SLAB
(FT)
TYPE 'tl'
'd' -d' 'd' (FTI TYPE 'O' 'd' 'd' 'd' (FT) TYPE 'd' 'd' -d- -d'
(FTI
1'^)
(int li^) (�^)
29
0^) fel Gn) P^) fM fn) (int lin) (FT)
30-0'
('n)
G^) (int (in) ('^) 1'^) l'^) I.(i^) P^) 0^) 1'^)
90 MPH EXPOSURE C
20
3
11'-10'
A
26'-10'
C
24
30
33
38
17141
C
21
27
30
34
30r-0'
D
25
31
34
38
LIVE
3.5
10'-2'
A
25'•6'
D
25
30
33
37
15'-10'
C
21
27
30
34
30-0'
0
26
31
34
38
4
4
8'-11'
A
24'-5'
D
25
29
33
37
14'4'
C
21
26
29
33
30-0'
D
27
31
34
36
4.5
4.5
T-11'
A
2T-5'
D
26
29
32
36
13'-7'
C
22
26
29
32
29•-7'
D
28
31
34
38
5
5
To"
A
22'-r
D
27
29
32
36
17-7'
C
22
25
28
32
28'-6'
D
29
30
34
38
5.5
5.5
6-5"
A
20.11-
0
27
28
32
36
11'-3"
C
22
25
28
32
27'-8'
0
30
30
34
38
6
6
5'-11'
A
19'-9'
0
27
28
31
35
10'-7'
C
22
24
27
31
26'-10"
O
30
30
33
38
6.5
6.5
5'-5"
A
IB' -T
D
27
28
31
35
7-9'
C
22
24
27
31
26'-2'
D
31
31
33
37
7
7
5'.1'
A
17'-10'
D
28
28
30
34
9'-1'
C
22
24
26
30
25'-6'
E
31
31
33
37
7.5
7.5
4'-9'
A
17'-1'
0
28
28
30
34
B-6'
C
22
23
26
30
24'-11'
E
32
32
33
37
8
8
4'•5'
A
16'4'
0
28
28
30
34
7'-11"
C
22
23
26
30
24•-5'
E
32
32
33
37
8.5
8.5
4'-T
A
15'-8'
0
28
28
30
34
T-6'
C
22
23
25
29
23'-11'
E
33
33
33
37
9
9
T.11'
A
15'-1'
O
28
28
29
33
T-1'
C
22
22
25
29
27-5'
E
33
33
33
36
9.5
9.5
3'-9'
A
14'-6'
D
29
29
29
33
6A'
C
22
22
25
29
23'-0-
E
33
33
33
36
10
X-6"
A
14'-0'
D
29
29
29
33
6'4'
C
22
22
25
29
22a'
E
34
34
34
36
11
M MOH
1 T-7'
FYhhCI IRF
A
R
1 13'-2'
1 D
1 29
1 29
1 29
1 32 11
5'-10"
I C
1 22
1 22
1 24
1 28 11
2D -T
I E
1 34
1 34
1 34
1 35
25
3
9' 7'
A
26' 6'
D
21
27
30
34
IT V
C
18
24
27
31
30 0'
D
22
28
31
35
1514'
3.5
0'-2'
A
25'-1'
D
21
27
30
33
15'4"
C
78
24
27
30
30-0'
D
23
28
31
35
32
4
T-2-
A
24'-0'
D
22
26
29
33
13'-10^
C
18
23
26
30
W-0'
D
24
28
31
35
27
4.5
6.4"
A
23'-0'
0
23
26
29
33
121-W
C
19
23
26
29
29'4'
D
24
28
31
34
18'-2'
5
5•9"
A
21'-7-
D
23
26
29
32
11'-9'
C
19
22
25
29
28'-1'
E
25
27
30
34
T-10'
5.5
5'-2'
A
20'-3'
D
23
25
28
32
10'-11'
C
19
22
25
28
2T-2'
E
26
27
30
34
31
6
4'-9'
A
19'-2'
0
23
25
28
32
10'-1'
C
19
22
24
28
26'-5'
E
26
27
30
34
6'-9'
6.5
4'-5"
A
l8'-2-
D
24
25
28
31
9.4'
C
19
21
24
28
25-9'
E
26
27
30
34
29
7
4'-1'
A
1T4'
0
24
25
27
31
8'-0'
C
19
21
24
27
25'-1'
E
27
27
30
33
29
7.5
Y-10'
A
16'-7'
D
24
24
27
31
B'-1'
C
19
21
23
27
24'-6'
E
21
27
30
33
29
8
T -T
A
15'-10'
0
24
24
27
30
T-7-
C
19
20
23
27
24'-0-
E
28
28
29
33
29
8.5
3'4"
A
15'-7
0
24
24
27
30
T-2-
C
19
20
23
26
23'a•
E
28
28
29
33
28
9
7'•2"
A
14'-T
D
24
24
26
30
6'A'
C
19
20
23
26
23'-1'
E
28
28
29
33
9.5
3'-0"
A
14'-i'
D
25
25
26
30
6'-5'
C
19
20
22
26
27-7'
E
29
29
29
33
25
VU mrm
3
u-
9'-7"
�
A
26'-5'
D
24
10
33
37
1T-1'
C
C
3.5
8'-2"
A
25'-1'
0
25
30
33
37
1514'
C
3.5
4
7'-7'
A
24'4T
D
25
29
33
37
13'-10'
C
20
4.5
6'4"
A
23'4r
0
26
29
32
36
17$'
C
A
5
5'-9"
A
21'-7'
0
26
29
32
36
11'-9'
C
26
5.5
5'-7'
A
20'-T
0
27
28
31
35
1P-11'
C
E
6
4'1
-9'
A
19'-Y
D
27
28
31
35
101-1'
20-8'
E
6.5
4'-5"
A
18'-2'
D
27
27
31
35
914'
19
23
7
4•-I"
A
17'4'
D
27
27
30
34
8'a'
22
25
7.5
T-10'
A
16'-T
0
28
28
30
34
T-1'
25
29
6
Y -T'
A
15'-10'
0
28
28
30
34
T-7'
27
31
8.5
7'4'
A
15'-2'
0
28
28
29
33
T-2'
4.4'
C
9
Y-7'
A
14'-T
0
28
28
29
33
6'-9'
6.5
6.5
9.5
T-0'
A
14'-1'
D
28
28
29
33
6'-5'
14
18
10
2'-10'
A
13'-7-
D
26
28
29
33
6'-1'
A
GENERAL INSTRUCTIONS FOR THESE TABLES
9'-T
E
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2t
24
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
1'-9'
C
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
78
(PATIO UNITS USE 10 PSF MIN. COMMERCIAL UNITS
24
11'5
USE 20PSF MIN)
22
23
4. CHOOSE A RAFTER FROM TABLES 1.1 TO 1.8 THAT HAS
29
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
-T
A
S. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR
E
20
CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE
2 OF 2
27
6. CHOOSE A HEADER FROM TABLE 2.5 THAT HAS ADEQUATE
C
POST SPACING.
18
20
7. USE THE APPROPRIATE FOOTER SIZE SHOWN.
17-7'
E
90 MPH EXPOSURE 8
60
3
4'-1'
A
1T-5'
D
18
25
27
M
8'a'
C
14
21
24
27
24'-10'
E
20
27
30
33
3.5
3.5
T -I
A
15'-8'
D
18
24
27
30
Ta'
C
14
20
23
27
23'-7'
E
21
26
29
33
4
4
T-0'
A
14'4'
D
19
23
26
30
6'-7'
C
14
20
22
26
22'-T
E
22
26
29
33
4.5
4.5
7a'
A
13'-2'
E
19
23
26
29
5'-10"
C
14
19
22
26
20-8'
E
22
26
28
32
5
5
7-5'
A
12'-3'
E
19
23
25
29
5'•3'
C
14
19
22
25
18'-8'
E
22
25
28
31
5.5
5.5
7-2'
A
11'-5'
E
19
22
25
29
4'-9'
C
14
19
21
25
17'-0'
E
22
24
27
31
6
6
7-0'
A
10-8'
E
19
22
25
28
4.4'
C
14
18
21
25
15'-7'
E
22
24
27
30
6.5
6.5
1'-10"
A
10'-1'
E
19
22
24
28
4'-0'
C
14
18
21
24
14'-5'
E
22
24
26
30
7
7
A
A
9'-T
E
20
2t
24
28
1'-9'
C
14
78
20
24
11'5
E
22
23
26
29
7.5
-T
A
9'-1'
E
20
21
24
27
Tb'
C
14
18
20
24
17-7'
E
22
23
25
29
8
T
1'-6'
A
8'-8'
E
20
21
24
27
Y-3'
C
14
18
20
24
11'-10'
E
22
22
25
29
8.5
1'-5'
A
0.3-
E
20
21
23
27
T-1'
C
14
18
20
24
I1'-1'
E
22
22
ZS
28
90 MPH
EXPOSURE
C
60
3
4'-1'
A
17'-5'
D
21
27
30
34
8'-0'
C
16
23
26
30
24'-10'
E
23
30
33
37
8'
3.5
3'-6'
A
15'-8'
0
21
27
30
34
T-6'
C
16
23
25
29
23'-7'
E
24
29
32
37
34
4
T-0'
A
14'4'
D
21
26
29
33
6'-7'
C
16
22
25
29
27-7'
E
25
29
32
36
11.5'
4.5
Z-6'
A
13'-2'
E
22
26
29
33
5'-10"
C
16
22
24
28
201-8'
E
25
28
31
36
11.5'
12'
5
75,
A
17.3'
E
22
25
28
32
T-3'
C
16
21
24
ZR
18'a'
F
75
78
31
35
24•-6"
5.5
7-2'
A
n•-5'
E
22
25
28
32
4'-9'
C
16
21
23
28
1T-0-
E
25
27
30
34
6
Z-0'
A
10'-8-
E
22
24
27
31
4'4'
C
16
20
23
27
15'-7'
E
25
27
30
34
6.5
V-10'
A
10'-1'
E
22
24
27
31
4'-0'
C
16
20
23
27
14'-5'
E
25
26
29
33
7
T-9-
A
T-7-
E
22
24
27
31
T-9'
C
16
20
23
27
13'-5'
E
25
26
29
33
OVER-
27
26
30
29
34
33
TABLE 2.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
0
D
25
26
31
31
34
34
HANG
TABLE 2.3 Post Requirements
TABLE 2.4 Post Requirements for
21
26
PROJECTION OF SINGLE SPAN STUCTURES (FT)
33
30'-0'
D
27
31
34
(FT
8'
9'
10'
25
17 13' 14' 15' 16' 17'
W
19'
20'
21'
27
34
0'
4'
4.5'
5'
_IV
5.5'
6' 6.5' T 7.5' 8' 8.5'
9'
9.5'
10'
10.5'
11'
34
1'
4.5'
S'
5.5'
6'
6.5' 7' 7.5' B' 8.5' T
9.5'
10'
10.5'
11'
11.5'
33
2'
5'
5.5'
6'
6.5'
7' 7.5' e' 8.5' 9' 9.5'
10'
10.5'
11'
11.5'
17
26'-5'
X
5.5'
6'
6.5'
7'
7.5' 8' 8.5' 9' 9.5' 10'
10.5'
11'
11.5'
17
12.5'
27
4'
5'
6'
6 5'
1,1*
T
T
7 5'
7.5'
B'
8' 8.5' 9' 9.5' 10' 10.5'
85' 9' 95, 10' 10 5' 11'
11'
115,
11.5'
12'
12'
12 5'
12.5'
IT
13'
131
22
21
21
C
c
C
C
27
26
30
29
34
33
30-0'
30'-0'
0
D
25
26
31
31
34
34
38
38
TABLE 2.3 Post Requirements
TABLE 2.4 Post Requirements for
21
26
29
33
30'-0'
D
27
31
34
38
for Attached Structures
Freestandin Structures
21
25
28
32
29'-1'
0
28
31
34
38
Post Description Max POST
Post Description Maximum Max POST
22
25
28
32
28'-1'
E
29
30
34
38
H t
FootingHei hl
22
24
27
31
2T-2'
E
29
30
33
38
Twin 0.062"x1.5"x1.5" Scroll- 9' A
0.041'x3"x3' Steel Clover d = 23" 12' D
0.042"x3"x8" Aluminum Post 11' B
0.041"X3"x3" Steel Clover d = 23" 8' E
22
24
27
31
26'-5'
E
30
30
33
37
0.024'Post with Sideplates 12' B
3/16"x3"x3' Steel Square d = 32" 15' F
22
24
27
31
25'-9'
E
30
30
33
37
Clover 0.032"x3"x3' Alum 12' B
3116'x4"x4" Steel Square d = 38" 18' G
22
23
26
30
25'-1'
E
31
31
33
37
Clover 0.040"x3"x3" Alum 12' -B
5116'x4'x4- Steel Square d = 42" 18' H
22
23
26
30
24•-6"
E
31
31
33
37
C 22 23 26 30 24'-0' E 32 32 33 37 Colonial 0.062" Ext 12' C
C 22 22 25 29 23'-6' E 32 32 32 36 0.041"x3"x3" Steel Clover 12' D
C 22 22 25 29 23'-1' E 33 33 33 36 rG4l"x3"x3' Steel Clover 8' E
c22 22 25 29 27-7' E 33 33 33 36 i6"x3'x3" Steel S uare 15' F
CZ2 22 24 29 21'-6' E 33 33 33 36 16"x4"x4' Steal Square 18' G16'x4"x4' Steel S Squared 18' H
8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN 1
UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products
FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 5208 Tennyson Parkway
9. FIND THE O/C SPACING OR A OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Plano, Texas 75024
10. USE THE APPROPRIATE DETAILS
11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET M5 Carl Putnam, P. E.
FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN 3441 Ivylink Place
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.5 Lynchburg, VA 24503
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam()comcast.nel
SLAB 9. FOLLOW 9.11 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES
SLABi 1. CHECK TABLES SLAB1 AND SLAB2 ON MS FOR CORNER DISTANCE REQUIRMENTS.
4/27/2009
JUN 17
SLAB 9. FOLLOW 9.11 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES
SLABi 1. CHECK TABLES SLAB1 AND SLAB2 ON MS FOR CORNER DISTANCE REQUIRMENTS.
4/27/2009
JUN 17
r,
/Z I 1
----""'"-LATTICE'TUBES
2 1/8'j 1.5'x1.5' @3' o/c
,2'x2''@4'-o/cy
3'x3'' @6"o/c
A73' Y01
MAX SPACING IS 36' O/C
L3 LATTICE
t=0.024', (3105-H26 ALUM. ALLOY) .048 MIN.
0.032' or
- U.V iU
LO ASTM A-653 Fy=40 KSI
co O STEEL CONNECTOR FOR WOOD POST CONNECTION
L1 HEADER
O RAFTER & SIDEPLATES
x^(3004=H36'ALUM,ALLO Y) (3004-H36 ALUM. ALLOY)
FOUR #f
SEE TABLE
BELOW FOR
21L4 ' 1 %12 SCHEDULE
BRACKET USED W\2' X 6 1/2' RAFTERS
ONE #8 SMS EACH
SEE TABLE. 7.6 FOR
REQUIRED FASTENERS
L= 1.92' FOR 2' X 6 1/2' RAFTERS
L= 2.92' FOR 3' X 8' RAFTERS
1'
TWO #8 SMS,
EACH SIDE
1 1/2' FOR 2 X RAFTERS
2 3/4' FOR 3 X RAFTERS
RAFTER/LATTICE
INTERSECTION
L4 POST
Allo•wable Trb',Ndth
ALUM ALLOY
(3105-H26 `ALUM:" ALLOY)
4�UM.
T=0.060'
T110E
LS
RAFTER
WOOD ULGER- 2 X DO"
2 -
RAFTER TO - L6 LATTICE'TO RAFTER CONN.
&PC
--
HEADER _ _
0.042"x3"x8"
- —•
9' CONNECTION -+
BRACKETS �-r
-------
Dbuble 3x8
606316
Allo•wable Trb',Ndth
ALUM ALLOY
PW. of n8 ScreS
T=0.060'
1/4' LAG SCREW W/ 2.25'
L9
EMBED INTO WOOD STUD
SEE TABLE 7.6 COLUMN
WOOD ULGER- 2 X DO"
2 -
BRACKET USED W/ 3'x8' ANC4 FOR QUANTITY SIDE
AND 3'x3' RAFTERS ALUM
•
Allo•wable Trb',Ndth
YVind
PW. of n8 ScreS
I Speed I (in) Kader
2 3 4 5
90 1%4P I
0.032
Double 2x6.
1-2' 15 1 15'
&PC
--
0.042
--
0.042"x3"x8"
- —•
8' 12' 15 15
'-----
i
G.04_
-------
Dbuble 3x8
-- - -�...,
15' 1`' 15 15'
11 OMPF
0.0.3?
Double 2x6
3' . 12' 15 15'
ExpC
G.U42
0.042'x3"x8"
5' 8' 17 15'
0.042
Double 3x8
1O'___-1-5' 15 15'
•
Imo. of C14 Crev: S i
130PA
0032
Ebubk 2xG
is 11' ? 15' i 15'
..
ExpC
6.042
0.0-02'x3"x8"
� T � 10' � 13'
0.042
Double 3x8'
10',15'--15-15'-
DUSTING RAFTER
STRUCTURE
RAFTER HANGER
(DETAIL L7)
2- /10 X I"SCR
EACH SIDE
USE TWO #14 SMS WHEN L10 ALTERNATE RAPIER TO WALL C
ATTACHING T❑ STEEL C BEAMS.
130 MPH REQUIRES THREE
#14SCREWS FOR TRIB WIDTHS /
OVER 10' ,
STUD
I' MIn
3/8' LAG SCREWS
(2.5' OF PENETRATION
INTO WALL STUD)
3' X 8' ALUM
RAFTER BRACH
__-- 3' X 8'
[D3.00
.72[--1.56--J6.72�
-j 0.93 r1
0.72 t
I
JW�
931560.72
L15 POST ALTERNATIVE'
SLAB ATTACHMENT
= 0.032ALUM
0' ALUM
EL
�fb11z . POST
X3004 ki; . StA,1L M. ALLOY OR
X4(3. SI STEEL)
(Ti
1f1 i
0.
,f`��°ems PurF
W C 63,8 9. t1 m
c ' * EX>t�1si0Y2009`�
\-#14 SELF -DRILLING SCREW -',Z,OFCALI'r''�/
`,may
MAXIMUM ❑NDITI❑N IS 105
MPHEXPOSURE SU E C JU 17 2,00'0/2009
Engineers Stamp
(6063-T6 ALUM. ALLOY, 'f= 0.0601
L7 RAFTER HANGER
1/4' BOLTS ASTM A307 OR #14 SELF
DRILLING SCREWS SEE BELOW FOR QTY
DOUBLE OR SINGLE 3'X8' STEEL C BEAM. BOLT
LAYOUT FOR SPLICED AND NON -SPLICE
ATTACHMENT
UP TO 25 PSF USE FOUR BOLTS
30 PSF USE 6 BOLTS OR 12 SCREWS
40+ PSF USE 10 BOLTS
ALUM RAFTERS o 0
0 0 5'
0.032'x2'x6.625'
DOUBLE HEADER
0.032'x3'x3'
ALUM POST
2'
EIGHT #14 SMS
L12 °
0.042'x3'x8' 6•
DOUBLE HEADER
0.041'x3'x3' 0 0
STEEL POST
! ` s"serlln X 5208100 TENNYSON PARKWAY
SUITERUILDINC PRODUCTS, INC. PLANO, TEXAS 75024
►1]6*1
1-2006
Iructures
1 of 3
3' x 3' METAL POST
3' x 3' METAL POST
DETAIL L25
EIGHT 614 SMS
EIGHT 014 S11S
L13
O TWO
O O 3/8'x4' EMBEDMENT L14
LAG SCREV V/ 125'0, ONE
O
TWO 3/8' A-307 BOLTS WITH
L5'0 WASHERS UNDER BOTH HEA
0 O W EACH SIDE OF POST.
0 0
AND NUT. IDLE ON EACH SIDE OF
POST.
1' mIn
TDIBER FLOOR JOIST
DECYING IS DOUGLAS
OR HEADER UTILITY GRADE OR HTR .
ATTACHED STRUCTURE
POST
ATTACHED STRUCTURE POST TO DECKING
TO DECK FLOOR JOIST SEE GENERAL NOTE #19 AND
THESE DETAILS ARE
LIMITED TO 90 mph
LATTICE NOTE #3
EXPOSURE H AND C
UNITS MUST COMPY WITH TABLES
L1 AND L2 ON SHEET M5
I' MIn
3/8' LAG SCREWS
(2.5' OF PENETRATION
INTO WALL STUD)
3' X 8' ALUM
RAFTER BRACH
__-- 3' X 8'
[D3.00
.72[--1.56--J6.72�
-j 0.93 r1
0.72 t
I
JW�
931560.72
L15 POST ALTERNATIVE'
SLAB ATTACHMENT
= 0.032ALUM
0' ALUM
EL
�fb11z . POST
X3004 ki; . StA,1L M. ALLOY OR
X4(3. SI STEEL)
(Ti
1f1 i
0.
,f`��°ems PurF
W C 63,8 9. t1 m
c ' * EX>t�1si0Y2009`�
\-#14 SELF -DRILLING SCREW -',Z,OFCALI'r''�/
`,may
MAXIMUM ❑NDITI❑N IS 105
MPHEXPOSURE SU E C JU 17 2,00'0/2009
Engineers Stamp
(6063-T6 ALUM. ALLOY, 'f= 0.0601
L7 RAFTER HANGER
1/4' BOLTS ASTM A307 OR #14 SELF
DRILLING SCREWS SEE BELOW FOR QTY
DOUBLE OR SINGLE 3'X8' STEEL C BEAM. BOLT
LAYOUT FOR SPLICED AND NON -SPLICE
ATTACHMENT
UP TO 25 PSF USE FOUR BOLTS
30 PSF USE 6 BOLTS OR 12 SCREWS
40+ PSF USE 10 BOLTS
ALUM RAFTERS o 0
0 0 5'
0.032'x2'x6.625'
DOUBLE HEADER
0.032'x3'x3'
ALUM POST
2'
EIGHT #14 SMS
L12 °
0.042'x3'x8' 6•
DOUBLE HEADER
0.041'x3'x3' 0 0
STEEL POST
! ` s"serlln X 5208100 TENNYSON PARKWAY
SUITERUILDINC PRODUCTS, INC. PLANO, TEXAS 75024
►1]6*1
1-2006
Iructures
1 of 3
is
rKIIV 1 Eu
ALTERNATE 3' SQ POST 3/8' BOLTS W/ 1' DIA.
CONNECTOR BRACKET L16 x 3/32' THK. STL. WASHER
(6063T6 ALUM) TO 8' STEEL 'C' BEAM
IF DETAIL L29 IS NOT 55" SEE TABLE 7.4 COLUMN 'N'
USED ATTACH SIDE FOR QUANTITY
PLATES AS PER DETAIL 1.575" 2.35" FOR #14 SELF DRILLING
L26 SCREWS SEE TABLE. 7.4
COLUMN '❑'.
- -• -- o.too L
0.750"
2.5" 1.
0.750"
T
.060 3/8' BOLTS SEE TABLE 7,3 COLUMN 'H'
FOR QUANTITY
OR #14 SELF DRILLING SCREWS
0.041x3'x3' STEEL POST SEE TABLE 7,3 COLUMN 'G'
/\ l\ FOR QUANTITY
DETAIL 3" X 8" — 1 FOR ATTACHED STRUCTURES
POST TO WRAPPED 3" X 8" X 12 or 16 GA.,
'C' BEAM HEADER CONNECTIONS
3"X 8" BOX
BEAM WRAP
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"
3" or 4" ❑g�R
l ib'
11
3' OR 4' ASTM A500
L21 GRADE A STEEL POST
- ..
TWO J"O X4" RAFTER
LAG SCREWS
DETAIL "A"
2"x FASCIA 2'x WOOD FRAMING
DOUGLAS FIR -LARCH
SEE DETAIL (NORTH) #2 OR BTR
A O RIGHT
HANGER
srx11cn1xAL
L19 HEADER SPLICE DETAIL 2- 114SMS o 0
EACH SIDE
3' X 8' HEADER o
0
2- 2' X 6 112* SIDEPLATES
ONE EACH SIDE OF
COLUMN
Seal with permanently v' '-
flexible 8. waterproof ��. P
sealant
411111111111 M111111 /till
2' x 6' Led$edB'4 r'
C9
2' x 4' Stud y
1.00'min. � �}(
3/8' Lag �Sr�'1
`ter
ATTACH LATTICE VER
3.5' MIN AS PER L7
Completely Seal with
permanently flexible &
waterproof sealant
Live/Snow Load
RAFTER
MAX DISTANCE TO FIRST ROW OF POSTS "L'
SOO Co'•PJiud
L
FASCIA
.;a TABU 7s
FOR MAXIMUM
FOR FASnNER
OVERHANG SEE
SCHEDULE
SCHEDULE O RIGHT
L1 7 ALTERNATE EAVE ATTACHMENT
L19 HEADER SPLICE DETAIL 2- 114SMS o 0
EACH SIDE
3' X 8' HEADER o
0
2- 2' X 6 112* SIDEPLATES
ONE EACH SIDE OF
COLUMN
Seal with permanently v' '-
flexible 8. waterproof ��. P
sealant
411111111111 M111111 /till
2' x 6' Led$edB'4 r'
C9
2' x 4' Stud y
1.00'min. � �}(
3/8' Lag �Sr�'1
`ter
ATTACH LATTICE VER
3.5' MIN AS PER L7
Completely Seal with
permanently flexible &
waterproof sealant
Live/Snow Load
RAFTER
MAX DISTANCE TO FIRST ROW OF POSTS "L'
SOO Co'•PJiud
SIZE
EAVE OVE111ANG
(24" 01C)
17' 18" 24" 30' 3E'.
lops!
2x4
1 -5-
6'-11"
S-5'
2'.3
0=2"
SSC• NIPH Exp B
2x6
__ J
22'-0'
17-4-
IS -5-
2X
2Z.r'r
2Z r,
2� -U
27.7
27.0'
10 psf
2x4
1 I' 2-
5' �-
4' 1'
2'-4'
0' <'
90 MPH E'Ip C
2x6
22-a
27-0'
IF -1-
101"
7'-2"
2x8
2Z -C
270'
^"-0'
^—''0
2=A'
20 ps(
2xc
6-T,
4'-;"
Z-8"
1'-3'
O.T.
105 L4PH Erp 8
2x6
1Z-4'
12'-4'
sr -8,
6-1G'
4'-9"
2x8
17.4
1Z4'
I--4.
17.4'
11'f"
25 pd
2xc
6'-9"-9'
Z•i'
0'-10"
O'-0"
1051AP.A Exp C
2x6
Ia-7
11'-3-
T-8"
5=4-
T-8'*
2x8
13-7
13'•T
1 -i'
11%1IT
9'-1-
30 p of
2x c
5-61,
T.0"
1'.0
0'-4-
U-0,
110 LIP-i.Exp C
2x6
I 1'-I*'
V-2,
51"
4'.1-
2'-8"
2x8
1 1'-4'
11'-0'
1 T4
9.-i
7A..
40 psi
2xa
3%17
V-10"
a'8'
010,
0'-0"
2x6
T -1J
5-7"
4-7
Z-7'
T -4-
2x8
c'-•1'
8'-4'
-4'
6'-T
4'-S-
60 p4
2x1
2'J"
ff-1a'
0'-?
0' 7
0'-0-
2 x60'
-1-
2x8
5=9'
F-9'
57-3"
3'•3'
5=
IED' ON ao'-� 14 S M S
�- 3" X 8" BOX
BEAM HEADER
4 ALUM. "H"
6" BRACKET
r
3"X 3" ALUM.
POST
31i n�i, • 060 I A
2.5' MIN PENETRATION _/ 1.00'mlln.STUCCO ATTACHMENT DETAIL
L22
INTO WOOD FRAMING WITH LEDGER BOARD
Synthetic Stucco or
other non-structural covering
(1' max. thick)
Sheathing
SEE ALLOWABLE DISTANCE TO
FIRST ROW OF POSTS IN
TABLE 7.7
SUN 1 1 2
3''
4/27/2009
Engineer's Stamp
ALUMINUM "H" BRACKET FOR
CONNECTING POST TO HEADER
(6063T6 ALUM ALLOY)
THIS DETAIL MAY ONLY BE
USED WITH DETAIL L29
s� i
1 ulle)�maX SUITE 100 YSON PARKWAY
C. BUILDING PRODUCTS, RVG. PLANO. TEXAS 75024
BEJ/CP
E NTS Component Parts & Connection Details
For Patio & Commercial Lattice Structures
LT02-2006 2 of 3
I— 2 1/8"� I— 2 1/8" --I
FOUR #14 SD SCREWS EACH SIDE FOR 90
MPH EXP C SLAB AND UP TO d=28' FDOTING,
O.O4Z"x3"x8"
4" mv-
4– 14 SMS
TWO 3/8' BOLTS FOR 90 MPH EXP B. AND
HEADER
EACH SIDE
FOOTINGS UP TO d=24'
0.024'
THREE 3/8' BOLTS FOR FOOTINGS UP TO
d=28' AND 90 MPH EXP C
6" MIN
p
12�
0.024• 0.024"
6 5/8"
L �
'I L
.50"
♦
'I SEE GENERAL NOTE #11
'i
2"X 6 1/2°X .024°
-� 3.00•
ALUM. SIDEPLATEso
.
s s/e" 3"
9+
3"X 3" 2"X 6.625"
g POST SIDEPLATESo,o9a
L25 s ti I
3"x 8" HEADER
}
t.0 '
II
I-- I 1 0
2.25-I
ALUM. FOOTING
ALUMINUM BRACKET FOR C❑NNECTIONG BRACKET
CONNECTION
FOUR-
#14 x 3/4' TEK
X14 SMS
POST TO F❑❑TING OR SLABEACH
SIDE, SPACED EVENLY
3"
(6063-T6 ALUM ALLOY)
I
+ +
• °•° ••
SINGLE SPAN ATTACHED UNITS ONLY ,• b°'.o:•° ; °
REQUIRES SIDEPLATES AS SHOWN IN °•° ^ °•°
DETAIL L26 -_ sv+B OR FOOT NG
a�—
3' SQUARE COLUMN
L26
V
3' ALTERNATE POST CONN. BRACKETS
3"x3" ALUMINUM RAFTER
ALTERNATE+4w
(3105–H26 ALUM. ALLOY)
L30 3'X3'AFTER 10 OR #14 SMS
O
WITH
SIDEPLATES
� STEEL A-653 Fy=40,000 PSI)
O
x 6.5' SILUM. ALL
(3
C3004–H36 ALUM. ALLOY)
ATTACHMENTATTICE HEADER
TOP MOUNT BRACKET MAX "L'• FOR
TOP FREESTANDING OR ATTACHED
eCONNEC
Lattice or
Solld Panels
TO POST
OR SIDE MOUNT
/16" STEEL Fy = 36 ksi CONNECTION DETAIL
STEEL POST
I
0.042'x3"z8" HEADER
Alun. Bracket
(0.060')
8" TRUSS/RAFTER
BRACKET IS 1.25' WIDE Live O/C SPACING
Load 16" o/c : 24"o/c L29
G I
° °
Lattice or Alun. Bracket
Solid Panels 6" MIN (0.060,
8 SMS
e,
ALUM f 2x8 uamc 8oam (5rF) 10 21'-6'•
RAFTER 7..M X10 1 s 20
TOP MOUNT �'�"
14'-4"
12" MIN
d Q .
° I> `!
w�° t N❑T ALLOWED
a
IN i , .
"x9" FES-
L 7 SNOW LOAD AREAS.
ST �C
_
#8 SMS •�
BAR EMB
3' x 8' Header #2
(0.042')
ATTACH PER
TABLE 7.5
,i {�
9 -�,
i
3' x 8' Header #1
(0.042') 2' x 6' Side Plate
FOUR #14 SMS
EXISTING EAVE
WOOD FRAMING -
6&����' J
EACH SIDE FO 2" MIN #1a SMS
EACH HEADER
ALL HOUSE PENETRATALUM
MUST BE COMPLETELY RAFTER
1
1 EP
r..
3' x e' Heade r #1
(0.042)
PERMANENTLY SEALEDREWS
i 3Q%?
CONCRETE FOO �N
3"x3" POST i i 3"x3" POST
oQRQt`ESS/' ^
PUT SF
STR N� TINGS EQUIRE A 3.5' t
3/16" ASTM A36ti��4
2r r(y C❑NSTEETES ACE SLAB
I
I i
2x6.5" SIDEPLATE
�� SPCTNG
m �C
C 6,8139�I•t
l l
BETWEEN SCREWSN B CKET
L28
O
a
Ex1s11`Qo 2009'',
erMaX 5208 TENNYSON PARKWAY
SUITE 100
L27 ALTERNATIVE SPLICE FOR ATTACHED UNITS
EAVE ATTACHMENT R
��DRAW
L.DINC PRODUCTS, INC. F1AN0, TEXAS 75024
EAVE OVERHANG AND`��'L'
OFCAUF
MUST ALS❑ COMPLYrNTS
WITHDETAIL L17
4/27/2009.
Component Parts & Connection Details
For Patio & Commercial Lattice Structures
Engineer's Stamp
LT03-2006 3 of 3
PRINTED ON 4/29/2009 IAPMO ES REPORT #0113
SOLID COVERS 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES
2.5" x6" Super Six (Multispan) 3.5"x12" Super 12 (Multispan) 2.5" x 12" Mark X (Multispan) 2"x6" Flat Panel (Multispan)
Ground
Panel
Wind Speed and Exposure
Ground
Panel
Wind Speed and Exposure
Ground
Panel
Wind Speed and Exposure
Ground
Panel
Wind Speed and Exposure
Snow Load
Gauge
Exp B Exposure C
Snow Load
Gauge
Exp B Exposure C
Snow Load
Gauge
Exposure Exposure C
Snow Load
Gauge
Exp B Exposure C
(psf)
(in)
90 90 105 110
(psf)
(in)
90 90 105 110
(psf)
(in)
90 90 105 110
(psf)
(in)
90 90 105 110
10
0.018
11'-1"
10'-11"
9'4"
8'-11"
10
0.018
9'-5"
8'-3"
64"
5'-10"
10
0.018
8'-1"
8'-1"
T-7"
7'-3'•
10
0.018
11•-7"
11' 7"
9'-10"
9'-5"
LIVE
0.024
13'-7"
13'-7"
11' 7"
11'-1"
LIVE
0.024
14'-2"
13'-8"
11'-3"
10'-7"
LIVE
0.024
11'-3"
11'-3"
10'-2"
9'-8"
LIVE
0.024
14'-8"
14'-7"
12'-5"
11'-10"
17'-l"
0.032
17'-1"
17'-1"
14'-7"
13'-11"
19'-6"
0.032
19'-6"
19'-6"
16'-7"
15'-9"
15-6"
0.032
15'4"
15'-4"
13'-7"
12'-11"
16-4"
0.032
164"
164"
14'-11"
14'-5"
18'-10"
0.036
18'-8"
18'-8"
16-1"
15'-4"
20'-10•'
0.036
20'-10"
20'-10"
18'4"
17'-11"
16-0"
0.036
16'-0"
16'-0"
14'-6"
14'-0"
16'-9"
0.036
16-11"
16'-11"
15'-6"
15'-0"
20
0.018
T-11"
T-11"
T-11"
T-11"
20
0.018
5-9"
5'-9"
5'-9"
5'-9"
20
0.018
54"
64"
5•4"
5'-4"
20
0.018
8'-2"
8'-2"
8'-2"
8'-2"
LIVE
0.024
9'-10"
9'-10"
9'-10"
9'-10"
LIVE
0.024
9'-7"
9'-7"
9'-7"
9'-7"
LIVE
0.024
T-7"
T-7"
7'-7"
T-7"
LIVE
0.024
10'-5"
10'-5"
10'-5"
10'-5"
15'-10"
0.032
12'-4"
12'-4"
12'-4"
12'-4"
15'-4"
0.032
13'-9"
13'-9"
13'-9"
13'-9"
12'-5"
0.032
10,-7"
10'-7"
10'-7"
10'-7"
13'-2"
0.032
13.-2"
13'-2"
13'-2"
13'-2"
16-5"
0.036
13'-7"
13'-7"
13'-7"
13'-7"
16'4"
0.036
15-6"
15'-6"
15-6"
15'-6"
-11"l12'-1
0.036
12'-1••
12'-1'•
12'-1"
12'-1"
13'-8"
0.036
13'-8•'
13'-8"
13'-8"
13'-8"
25
0.018
T-8"
T-8"
T-8"
7'-8"
25
0.018
5-6"
5'-6"
5'-6"
5-6"
25
0.018
5'-2"
5'-2"
5'-2"
5-2"
25
0.018
8'4"
8'-0"
8'4"
8'-0"
13'-3"
0.024
9'-7'*
9'-7"
9'-7"
9'-7"
12.-11..
0.024
9'4"
9'-4"
9'4"
9'-4"
11'-1"
0.024
T4"
7'4"
T-4"
7'4"
11._10"
0.024
10'-2"
10%2"
10'-2"
10'-2"
15-7"
0.032
12'-1"
12'-1'•
12'-1"
12'-1•'
15'-0"
0.032
13'-5"
13'-5"
13'-5"
13'-5"
12'-3"
0.032
10'4"
10'-4"
10'-4"
10'-4"
13'-0"
0.032
13'-0"
13'-0"
13'-0"
13'-0"
16'-2•'
0.036
13'-3"
13'-3"
13'-3"
13'-3"
16-0"
0.036
15-2"
15'-2"
15'-2"
15'-2"
12'-8"
0.036
11'4"
11'4"
11'4"
11'4"
13'-6"
0.036
13'-6"
13'-6"
13'-6"
13'-6"
30
0.018
T-0"
T-0"
T-0"
T-0"
30
0.018
4'-9"
4'-9"
4'-9"
4'-9"
30
0.018
4%7"
4'-7"
4'-7"
4'-7"
30
0.018
T-3"
T-3"
T-3"
7' 3"
12'-6"
0.024
8'-9"
8'-9"
8'-9"
8'-9"
11'-10"
0.024
8'-4"
8'4"
8'4"
8'-4"
10'-1"
0.024
64•'
6'-7"
64"
6'-7"
11'-2"
0.024
9'-3"
9'-3"
9'.3"
9'-3"
14'-9"
0.032
11'-0"
11 0..
11'-0"
11'-0'•
13'-9"
0.032
12,-2"
12'-2"
12'-2"
12'-2"
11'-6"
0.032
9'-4"
9'-4"
9'4"
9'-4"
12'-3"
0.032
11'-10"
11'-10"
11'-10"
11'-10"
15-3"
0.036
12.-2"
12'-2"
12'-2"
12'-2"
14'-7"
0.036
13,4"
13'-9"
13'-9"
13'-9"
1 12'4"
0.036
10'-8"
10'-8"
10'-8"
10'-8"
T-9"
0.036
12'4"
12'-8"
12'-8"
12'-8"
40
0.018
6'-1"
6-1"
6'-1"
6'-1"
40
0.018
T-9"
T-9"
T-9"
T-9"
40
0.018
3'-9"
3'-9"
T-9"
T-9"
40
0.018
6'-3"
6-3"
6'-3"
6'-3"
11'-3"
0.024
T-7"
T-7"
T-7"
T-7"
9'-5"
U.U24
6%11"
6'-11"
6'-11"
6'-11"
8'-9"
0.024
51-6"
5-6"
5'-6"
5-6"
9'-10"
0.024
8'-0"
8'-0"
8'4"
8'-0"
13'-5"
0.032
9'-7"
9'-7"
9'-7"
9'-7"
11'-11"
0.032
10'-5"
10'-5"
10'-5"
10'-5"
10'-5"
0.032
T-10"
T-10"
T-10"
T-10"
11'-2"
0.032
10'-3"
10'-3"
10'-3"
10'-3"
13'-11"
0.036
10'-7"
10'-7"
10'-7"
10'-7"
12'-8"
0.036
11'-10"
11'-10"
11'-10"
11'-10"
10'-11"
0.036
9'-0"
9'4"
9'-0"
9'4"
11'-7"
0.036
11'-3"
11'-3"
11'-3"
11'-3"
60
0.018
4'-11"
4'-11"
4'-11"
4'-11"
60
0.018
2'-7"
2'-7"
2'-7"
2'-7"
60
0.018
2'-9"
2'-9"
2'-9"
2'-9"
60
0.018
5'-0"
F-0"
54"
5'-0"
9'-4"
0.024
6-3"
6'-3"
6'-3"
6'-3"
6' 4"
0.024
5'-2"
5'-2"
5'-2"
5'-2"
T-2"
0.024
4'-2"
4'-2"
4'-2"
4'-2"
8'-0"
0.024
6'-6"
6'-6"
6'-6"
6'-6"
1 VA"
0.032
T-10"
T-10"
T-10"
T-10"
9'-9"
0.032
F-4"
8'-4"
8'-4"
8'-4"
8'-6"
0.032
6'-2"
6'-2"
6'-2"
6'-2"
9'-7"
0.032
8'-4"
8'-4"
8'-4"
8'-4"
12.1'.
0.036
8'-8"
8'-8"
8'-8"
8'-8"
10._5
0.036
9'-6"
9'-6"
9'-6"
9'-6•'
9'-2"
0.036
T-1"
7'-1"
7•-1•'
T-1"
10,4.
0.036
9'-2"
9'-2"
9'-2"
9'-2"
TABLE 4.1 TABLE 4.2 TABLE 4.3 TABLE 4.4
SINGLE SPAN TABLES NOTE: PANELS MAY OVERHANG 25% OF THEIR CLEARSPAN
2.5" x6" Super Six (Single Span) 3.5"x12" Super 12 (Single Span) 2.5" x 12" Mark X (Single Span) 2"x6" Flat Panel (Single Span)
Ground
Panel
Wind Speed and Exposure
Ground
Panel
Wind Speed and Exposure
Ground
Panel
Wind Speed and Exposure
Ground
Panel
Wind Speed and Exposure
Snow Load
Gauge
Exp B Exposure C
1
Snow Load
Gauge
Exp B I Exposure C
Snow Load
Gauge
Exposure C
Snow Load
Gauge
Exp B Exposure C
(psf)
(in)
90 90 105 110
(psf)
(in)
90 90 105 110
(psf)
(in)
90 1 90 105 110
(psf)
(in)
90 90 105 110
10
0.018
13'-5"
10'-11"
9'-4"
8'-11"
10
0.018
11'-2"
8'-3"
6'-4"
5'-10"
10
0.018
10'-11"
8'-11"
T-7"
7'-3"
10
0.018
13'-3"
11'-7"
9'-10"
9'-5"
LIVE
0.024
16'-9"
13'-7"
11'-7"
11'-1"
LIVE
0.024
17'-5"
13'-8"
11'-3"
10'-7"
LIVE
0.024
14'-2"
11•-11"
10'-2"
9'-8"
LIVE
0.024
15'-0"
14'-7"
12'-5"
11'-10"
MAX
0.032
19'-8"
17'-l"
14'-7"
13'-11"
10'
0.032
20%1"
19'-6"
16'-7"
15'-9"
5
0.032
15-6"
15-6"
13'-7"
12%11"
13'
0.032
164"
16-4"
14'-11"
14'-5"
7'10'
0.036
20'-4"
18'-10"
16-1"
15'-4"
MAX
0.036
20'-10"
20'-10•'
18'-9"
17'-11"
MAX
0.036
16'-0"
16-0"
14'-6"
14'-0"
13'
0.036
16-9"
16'-9"
15'-6"
15-0"
20
0.018
11•-2"
10'-5"
9'-4"
8'-11"
20
0.018
6-8"
6-8"
64•'
F-10"
20
0.018
9'-5"
8'-11"
T-7"
T-3"
20
0.018
10%0"
9'-9"
9'-4"
9'-1"
LIVE
0.024
14'-6"
13'-7"
11'-7"
11'-1"
LIVE
0.024
13'-3"
13'-3"
11'-3"
10'-7"
LIVE
0.024
11'-4"
11'-4"
10'-2"
9'-8"
LIVE
0.024
12'-0"
12'-0"
11'-11"
11'-9"
9'
0.032
15-10"
15'-10"
14'-7"
13'-11"
MAX
0.032
15'-4"
15'-4"
15'-4"
15'-4"
10'
0.032
12'-5"
12'-5"
12'-5"
12'-5"
14'
0.032
13'-2"
13'-2"
13'-2"
13'-2"
7'
0.036
16'-5"
16-5"
16-1"
15-4"
MAX
0.036
16'-4"
16'4"
16'-4"
16'4"
8'
0.036
12' -11"j12'
-11"l12'-1
1"
12'-11"
MAX
0.036
13'-8"
13'-8"
13'-8"
13'-8"
25
0.018
11'-0"
10'-1"
9'-4"
F-11"
25
0.018
6'-4"
6'-4"
6'-4"
5'-10"
25
0.018
9'-3"
8'-11"
T-7"
T-3"
25
0.018
9'-10"
9'-7"
9'-1"
9'-0"
0.024
14' 3"
13'-3"
11'-7"
11._1„
0.024
12'-11"
12.-11..
11'-3"
110%7"
0.024
11'-1"
11'-1"
10'-2"
9'-8"
0.024
11'-10"
11._10"
11'-8"
11'-7"
0.032
15'-7"
15-7"
14'-7"
13'-11"
0.032
15'-0"
15'-0"
15'-0"
15'-0"
0.032
12'-3"
12'-3"
12'-3"
12'-3"
0.032
13'-0"
13'-0"
13'-0"
13'-0"
0.036
16-2"
16'-2•'
16'-1"
15-4"
0.036
16'4"
16-0"
16'4"
16'4"
0.036
12'4"
12'-8"
12'-8"
12'-8"
0.036
13'-6"
13'-6"
13'-6"
13'-6"
30
0.018
10' 3"
9'-9"
9'-1"
8'-11"
30
0.018
5'-4"
5'-4"
5-4"
5'4"
30
0.018
8'-5"
8'-5"
7'-7"
T-3"
30
0.018
9'-0"
9'-0"
8'-7"
8'-6"
0.024
13'-1"
12'-6"
11,-7"
11'-1"
0.024
11'-10"
11'-10"
11,3„
10'-7"
0.024
10'-1"
10'-1"
10'-1"
9'-8"
0.024
11,_2"
11'-2"
11,_1"
10'-11"
0.032
14'-9"
14'-9"
14'-7"
13'-11"
0.032
13'-9"
13'-9"
13,_9"
13'-9"
0.032
11' 6"
11'-6"
11'-6"
11'-6"
0.032
12'-3"
12'-3"
12'-3"
12'-3"
0.036
15-3"
15-3"
15'-3"
15'-3"
0.036
14'-7"
14'-7"
14'-7"
14'-7"
0.036
12'-0"
1 12'4"
12'-0"
12'-0"
0.036
12'-8"
T-9"
T-9"
T-8"
40
0.018
91-01,
8'-9"
8'-5"
8'-3"
40
0.018
4'-0"
4'-0"
4'-0"
4'4"
40
0.018
7'-4"
7'-4"
T-4"
T-3•'
40
0.018
T-9"
7'-9"
T-8"
T-8"
0.024
11'-5"
11'-3"
10'-11"
10'-10"
0.024
T-5"
9'-5"
9'-5"
9'-5"
0.024
8'-9•'
8'-9"
8'-9"
8'-9"
0.024
9'-10"
9'-10"
9'-10"
9'-10"
0.032
13'-5"
13'-5"
13'-5"
13'-5"
0.032
11'-11"
11'-11"
11'-11"
11'-11."
0.032
10%5"
10'-5"
10'-5"
10'-5"
0.032
11'-2"
11'-2"
11'-2"
11'-2"
0.036
13'-11"
13'-11"
13'-11"
13'-11"
0.036
12'-8"
12'-8"
12'-8"
12'-8"
0.036
10'-11"
10'-11"
10'-11"
10'-11"
0.036
11'-7"
11'-7"
11'-7"
11'-7"
60
0.018
T-4"
T-4"
60
0.018
2'-8"
2'-8"
2'-8"
2'-8"
60
0.018
541"
5'-4"
5'-4'•
5'-4"
60
0.018
6'-4"
6'A"
6'-4"
6'A"
0.024
9' 4"
9'-4"
jV-0"U-10"
3"
0.024
6'-4"
6' 4"
6'-4"
6' 4"
0.024
T-2"
T-2"
T-2"
7'-2"
0.024
F-0"
8'-0"
8'-0"
8'-0"0.032
11 •-4"
1 VA"
4"
0.032
9'-9"
9'-9"
9'-9"
9'-9"
0.032
V-6"
8'-6"
8'-6"8'-6"0.032
9'-7"
9'-7"
9'-7"
9'-7"
0.036
12,-1"
12.1'.
1"
0.036
10'-5"
10._5
10'-5"
10'-5"
0.036
9,-2"
9'-2"
9'-2"
9'-2"
0.036
10,4"
10,4.
10'-2"
10.2"
,�. I MDLC 4.0 1 ACLt 4.0 1 ACLt 4. /
I AbLt 4.13
e� �L Pur N,
# of #14 screwsep r foot to attach panel to header
Amerimax Building Produce
ti
1
) tl
"+ "1
5208 Tennyson Parkway
y y -
m
90 mph Exp B 90 mph Exp C 110 mph Exp C
Plano, Texas 75024
« C 681139!'•. ', _ f1`r ,
9'
MAX
Carl Putnam, P. E.
8'
MAX
3441 Ivylink Place
5'
8'
Lynchburg, VA 24503
-OF LVFr
RF Fascia
(434) 384-2514
MAX
MAX
carlputnam(a comcast.net
( u
MAX
4/27/20 9
'13 /?0
MAXIMUM ALLOWABLE TRIBUTARY
WIDTH AN # 0-90 EWS
3x8
FOR PANEL/HEADER COMBINATIONS `; c
T bee 4.
MAX
Panel
# of #10 screws per foot to at cfi
pang ;
Headers
Gauge2
MAX
3 1 4 2 3 I 4
�..�y'J`�
0.018
9'
(in)
90 mph Exp B 90 mph Exp C
10 mpF+�x C'_�.
Dble 2x6.625
0.018
7'
10'
MAX
5'
8'
MAX
12'
5•
MAX
RF Fascia
0.018
7'
MAX
MAX
5'
MAX
MAX
4'
5'
M `C
MAX
3x8
0.018
7'
10'
MAX
5'
8'
MAX
4 -MAX
MAX
10'
All Others
0.018
7'
10'
MAX
5'
8'
MAX
4'
5
MAX
Dble 2x6.625
0.024
9'
13'
MAX
7'
11'
MAX
5'
7'10'
MAX
RF Fascia
0.024
9'
MAX
MAX
7'
MAX
MAX
5'
MAX
MAX
MAX
3x8
0.024
9'
13'
MAX
7'
11'
MAX
5'
7'
10'
MAX
All Others
0.024
9'
13'
MAX
7'
11'
MAX
5'
7'
10'
MAX
Dble 2x6.625
0.032
9'
14'
MAX
7'
11'
15'
5'
7'
10'
12'
RF Fascia
0.032
MAX
MAX
MAX
8'
MAX
MAX
6'
8'
MAX
MAX
3x8
0.032
11'
MAX
MAX
9'
13'
MAX
6'
9'
12'
MAX
All Others
0.032
12•
MAX
MAX
10'
15'
MAX
6•
10'
13'
MAX
Dble 2x6.625
0.036
9'
14'
MAX
7'
11
15'
5'
7'
10'
12'
RF Fascia
0.036
10'
MAX
MAX
8'
MAX
MAX
6'
8'
MAX
MA)
3x8
0.036
11'
MAX
MAX
9'
13'
MAX
6'
9'
12'
MA)
All Others
0.036
13'
MAX
MAX
11'
MAX
MAX
7'
11'
MAX
MA)
17201
'MAX' means the maximum possible tributary width
MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#14 SCREWS
Fr3R PANFI /HFAr1FR MMRINATIONR Table 4.10
Panel
# of #14 screwsep r foot to attach panel to header
Headers
Gauge
2 I 3 2 I 3 I 2 I 3 I 4
(in)
90 mph Exp B 90 mph Exp C 110 mph Exp C
Dble 2x6.625
0.018
9'
MAX
8'
MAX
5'
8'
MAX
RF Fascia
0.018
MAX
MAX
MAX
MAX
5'
MAX
MAX
3x8
0.018
9'
MAX
8'
MAX
5'
8'
MAX
All Others
0.018
9'
MAX
8'
MAX
5'
8'
MAX
Dble 2x6.625
0.024
12'
MAX
10'
MAX
7'
10'
MAX
RF Fascia
0.024
MAX
MAX
MAX
MAX
7'
MAX
MAX
3x8
0.024
12'
MAX
10'
MAX
7'
10'
MAX
All Others
0.024
12'
MAX
10'
MAX
7'
10'
MAX
Dble 2x6.625
0.032
12'
MAX
10'
MAX
7'
10'
MAX
RF Fascia
0.032
MAX
MAX
MAX
MAX
8'
MAX
MAX
3x8
0.032
15'
MAX
12'
MAX
8'
12'
MAX
All Others
0.032
MAX
MAX
13'
MAX
9'
MAX
MAX
Dble 2x6.625
0.036
12'
MAX
10'
MAX
7'
10'
14'
RF Fascia
0.036
MAX
MAX
MAX
MAX
8'
MAX
MAX
3x8
0.036
15'
MAX
12'
MAX
8'
12'
MAX
All Others
0.036
MAX,MAX
MAX
MAX
10•
MAX
MAX