PAT (12-0976)52620 Avenida Martinez
12-0976
P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Application Number: 12-00000976
Property Address: 52620 AVENIDA MARTINEZ
APN: 773-302-005-19 -000000-
Application description: PATIO COVER - RESIDENTIAL
Property Zoning: COVE RESIDENTIAL
Application valuation: 2234
Applicant: e ) Architect or Engineer:
Ik
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Busd Professionals Code, and my License is in full force and effect.
License Class: B ' 'ss License No.: 501572
Date: J 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, orrepair 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.).
(_ 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.).
( ) I am exempt under Sec. , BAP.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: 11 1
Lender's Address:
LQPERMIT
Owner:
ANNETTE NELENDEZ
52620 AVENIDA MARTINET
LA QUINTA, CA 92253
Contractor:
ALADDIN SUPPLY &
68211 RAMON ROAD
CATHEDRAL CITY,
(760)321-1277
Lic. No.: 501572
CONS
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 8/23/12
CA 92234
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
_ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
_ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier EXEMPT Policy Number EXEMPT
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I sVPENLTIES
ject to the workers' compensation provisions of Section
700 of the Labor Cith comply with those provisions.
RAt1
te: pplicant:
WARNIN . FAILIJRE TO SECURE WENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMIAND 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 Ouinta, 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 th bove information is correct. I agree to comply with all
city aMP
nd state laws relating to buil i construction, and hereby authorize representatives
of thishe above-mentioned prope f r inspection purposes. '-
ate:e (Applicant or Agent):
5
rg
LQPERMIT
Application Number . . . . . 12-00000976
Permit . . . ELEC-MISCELLANEOUS
Additional desc . .
Permit Fee . . . . 15.75 Plan Check Fee
3.94
Issue Date . . . . Valuation
0
.Expiration Date . . 2/19/13
Qty Unit Charge Per
Extension
BASE FEE
15.00
1.00 .7500 PER ELEC DEVICE/FIXTURE 1ST 20
----------------------------------------------------------------------------
.75
Permit . . . PATIO COVER PERMIT
Additional desc . .
Permit Fee . . . . 54.00 Plan Check Fee
35.10
Issue Date . . . . Valuation . . .
. 2234
Expiration Date 2/19/13
Qty Unit Charge Per
Extension
BASE FEE
45.00
1.00 9.0000 THOU BLDG 2,001-25,000
9.00
----------------------------------------------------------------------------
Special Notes and Comments
14' X 12' SOLID ALUMAWOOD PATIO COVER -
AND FAN AT REAR OF RESIDENCE. 2010
CODES.
----------------------------------------------------------------------------
Other.Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
STRONG MOTION (SMI) - RES
.50
Fee summary Charged Paid Credited
----------------------------------------
Due
-----------------
Permit Fee Total 69.75 .00 .00
69.75
Plan Check Total 39.04 .00 .00
39.04
Other Fee Total 1.50 .00 .00
1..50
Grand Total 110.29 .00 .00
110.29
CITY OF LA QUANTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE aZ3
AN"C-T-r- -: NF- 'I - - f- 0 -.%
LA Qu, Y4A j CA .
utn ff
Permit #
)( Project Address: j q
A. P. Number:
Legal Description:
Contractor: Al (,,t: J l)J f
Address: l C. r,f - Ct
-4 City, ST, Zip: C_(X1
4 Telephone: b L 2, f,
jK State Lic. # ,
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:
State Lic. #:
Name of Contact Person: h 1(1
Telephone # of Contact Person: t,Q -
City Of La Quinta
Building &r Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
eve. malrk,Y- -z. wner'sName: AN S-;
L tv0 2
Address:
Z Q it IPA (Amm
City, ST, Zip: C
elephone: ` q0 — Z.0
,i
Project Description:
# Submittal
Plan Sets
Structural Calcs.
Truss Calcs.
Title 2EC.ks.
Floodplan
Grading plan
Subcontactor List
Grant Deed
H.O.A. Approval
IN HOUSE: -
Planning Approval
Pub. ol Wks. Appr
SchoFees
'd
City Lic. #:
Construction Type: Y
P:
Occupancy:
P an c Y•
Project ec (circle t
type cle one):
New Add'n Alter Repair Demo
Sq. Ft.:
# Stories:
# Units:
-
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
TRACKING
PERMIT FEES
Plan Check submitted
Item
Amount
Reviewed, ready for corrections
Plan Check Deposit
Called Contact Person
Plan Check Balance
Plans picked up
Construction
Plans resubmitted
Mechanical
2nd Review, ready for corrections/issue
Electrical
Called Contact Person
Plumbing
Plans picked up
S.M.I.
Plans resubmitted
Grading
''d Review, ready for corrections/issue
Developer Impact Fee
Called Contact Person
A I P P
Date of permit issue
Total Permit Fees
Amerimax Building Products Patio Cover, Carport and Commercial Structure Engineering 2009 IBC
PAGES
DRAWING
SECTION DESCRIPTION
2 PAGES
GN01-2009
GENERAL NOTES
GN02-2009
2 PAGES
SC01-2009
SOLID PANEL STRUCTURAL CONFIGURATIONS
SCO2-2009
ALUMAWOOD STRUCTURAL CONFIGURATIONS
1 PAGE
LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES
4 PAGES
LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 90 MPH WIND AREAS
4 PAGES
LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS
3 PAGES
LT01-2009
COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES
LT02-2009
LT03-2009
2 PAGES
10 PAGES
10 PAGES
4 PAGES NP01-2009
N P02-2009
N P03-2009
N PO4-2009
9 PAGES CD01-2009
CD02-2009
CD03-2009
CD04-2009
CD05-2009
CD06-2009
CD07-2009
CD08-2009
CD09-2009
7 PAGES M1-2009
M2-2009
M3-2009
M4-2009
M5-2009
M6-2009
M7-2009
M8-2009
SOLID COVER 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES
SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 90 MPH WIND AREAS
SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS
COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS
COMPONENT PARTS AND CONNECTION DETAILS
MISCELLANEOUS DETAILS
FAN BEAM DETAILS
7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES
7.0 FOOTING AND SLAB ATTACHMENT TABLES
7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETEPLABS OR FOOTINGS
7.0 FORCES ON EXISTING STRUCTURES y
STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS
CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS 4
OCT 20 2011
October 11, 2011
P1 1
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
MIN 3,5' CONCRETE SLAB
REO'D W/ CONSTRAINED
FOOTINGS
SINGLE SPAN ATTACHED
LATTICE STRUCTURE
I ❑'HANG—i
PROVDERAIN
MULTISPAN UNITS
REFER TO GENERAL
NOTE 22.
520 620 AstAIVIDA —MA9ZW6,Z
1
A I
Rq/F O MULTISPAN FREESTANDING
LATTICE STRUCTURE
I
MAXIMU
RAF ERM G O •S O Ia
OVERHANG
IS 25X OF
CLEARSPAN
LATTICE OVERHANG
36' MAX
24' MAX FOR 30
OR
PSF SNOW LOADD OR
POST HT HIGHER QpS
3'x 8'z 12 or 16 GA.14
STEEL 'C" BEAM
W FOR BEAM WRAP DETAIL, 4 oF , p SRO
DETAIL 118'.
ATTACHMENT TO MIN 3.5' MIN 3.5' CONCRETE SLAB REG'D FpEt J ' SI` 1
CONCRETE SLAB MAY BE W/ CONSTRAINED FOOTINGSUSE
DWHERE ERMITTED SEE SCHEDULE FOR DETAIL L29 ONLY SEESCHEDULE Y
W
`y 'd'
SEE SCH
EDUI• W
LFNGTII VARI 00% OF PROJECTION FASCIA
MIN, L.ErlGTN = 12'x6,625', 3'x8' OR
3'x3' ALUM RAFTERS
HEAE R MAX COVER PANEL
OVERHANG LATTICE:
5" PNG 0 SEE DETAIL L3SpA
1 3.5' CONCRETE SLAB REO'D W/ CONSTRAINEDB
MIN
'd REO'D W/ CONSTRAINED FOOTINGS
FOOTINGS
SEE SCHEDULE FOR — — — F
FOOTING SIZE 'd' 'd'
„I
SINGLE SPAS ATTACHED UMLMED m+UC UR SINGLE SPAN FREESTANDING
LATTICE STRUCTURE
VERHANG
FREESTANDING STRUCTURE ATTACHED STRUCTURE
ICC ESR 1398 (2009 IBC) 10/11/2011
TRIBUTARY WIDTH (TW) DIAGRAM
TW
Page 5 of 60
RAFTER SPAN
kR SPAN)
OR MORE SPANS
!2x6.625', 3'x8' OR 3'x3' ALUM. RAFTERS
m
>PLACE 3/8' 4X 9'
SEE SCHEDULE FOR SIZE
DETAIL L29 ONLY
OF CLEAR SPAN
yF/G
OCT 20 2011
1 i1JLV1' ri X 5208 TENNYSON PARKWAY
BUII DIlVG PRODUCTS, INC. SUITE 100
PLANO, TEXAS 75024
ORAWN Ur cmP
NONE o!?,?ART MAWmni 1R0D1AATRUCTURAL
ENGINEERS STAMP OR FART '""'
NUMBER SCO2-2009 2 OF 2
LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES
n.WWW"x6.625" Rafter (MulKcnanl n n39"x7"xR R95" Rafter (Mnlficnanl
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exp C
ps
in
90 100 105 110
10
24"
7'-4"
7'-4"
6'-10"
6'-4"
LIVE
20"
8'-5"
8'-4"
T-9"
T-3"
20
16"
9'-9"
9'-8"
9'4"
8'-5"
LIVE
12"
11'_9"
11,_6"
10'4"
10'-1--
0,_1"20
20
24"
4'-4"
4'-4"
4'-4"
4'-4"
LIVE
20"
5'-0"
5'-0"
5'4"
5'-0"
30
16"
5'-11"
5'-11"
V-11"
6-11"
12"
T-4"
T-4"
T-4"
7'-4"
25
24"
4'-2"
4'-2"
4'-2"
4--2--
'-2"20"
20"
4'-10"
4'-10"
4'-10"
4'-10"
60
16"
6-9"
6-9"
6-9"
5'-9"
12"
T-1"
T-1"
T-1"
7'-1"
30
24"
T-7"
T-7"
T-7"
T -T'
20"
4'-2"
4'-2"
4'-2"
4'-2"
16"
6-0"
6-0"
6-0"
5'-0"
12"
6'-3"
6'-3"
6'-3"
6--3--
'-3"40
40
24"
2'-9"
2'-9"
2'-9"
2'-9"
20"
T-3"
T-3"
T-3"
3'-3"
16"
T-11"
T-11"
T-11"
T-11"
12"
V-0"
5'-0"
6-0"
V-0"
60
24"
1'-11"
1'-11"
1'-11"
1'-11"
20"
2'-3"
2'-3"
2'-3"
2--3--
'-3"16"
16"
2'-9"
2'-9"
2'-9"
2'-9"
12"
T-7"
3'-7"
T -T'
T-7"
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exp C
ps
in
90 100 105 110
10
24"
10'-11"
10'-11"
10'-11"
10--8--
0'-8"LIVE
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--
'-8"LIVE
LIVE
20"
T-8"
T-8"
T-8"
T-8"
30
16"
9'4"
9'-0"
9'-0"
9'-0"
12"
10'-11"
10'-11"
10'-11"
10'-11"
25
24"
6'-5"
6'-5"
6'-5"
6'-5"
20"
T-5"
T-5"
T-5"
T-6-
60
16"
8'-8"
8'-8"
8'4"
8--8--
'-8"12"
12"
10'_7'
10'_7'
10'-7"
10'_7'
30
24"
5'-7"
5'-7"
5'-7"
5--7--
'-7"20"
20"
6-5"
6'-5"
6'-5"
6'-5"
16"
T-8"
T-8"
7'-8"
7'-8"
12"
9'4"
9'4"
9'4"
9'-4"
40
24"
4'-5"
4'-5"
4'-5"
4'-5"
20"
5'4"
5'-2"
5'-2"
5'-2"
16"
6'-2"
6'-2"
6'-2"
6-2--
-2"12"
12"
T-8"
T-8"
T-8"
T-8..
60
24"
T-1"
T-1"
Y-1"
3'-1"
20"
T-8"
T-8"
3'-8"
3'-8"
16"
4'-5"
4'-5"
4'-5"
4'-5"
12"
5'-7"
5'-7"
5'-7"
6-7"
n n4n"x2"x6 625" Rafter (Mulficnanl
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exp C
ps
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'_6'
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"
17_1"
12'_1"
12"
14'_6"
14'_6"
14'_6"
14'-6"
25
24"
V-11"
8'-11"
V-11"
8'-11"
20"
10'_1"
10'_1"
10,_1"
10'-1"
60
16"
11'_8"
11'_9"
11,_9"
11'_9"
12"
14'_1"
14'_1"
14'_1"
14,_1"
30
24"
T-9"
7'-9"
T-9"
7'-9"
20"
8'-11"
8'-11"
8'-11"
V-11"
16"
10'-4"
10'-4"
10'4"
10'4"
12"
17-6"
12'_6"
12'-6"
12'-6"-
40
24"
6'-3"
6'-3"
6'-3"
6'-3"
20"
T-2"
T-2"
T-2"
T-2"
16"
8'-6"
8'-6"
8'-6"
8--6--
'-6"12"
12"
10'-4"
10,_4"
10,-4"
10'-4"
60
24"
4'-6"
4'-6"
4'-6"
4'-6"
20"
5'-3"
5'-3"
6-3"
5'-3"
16"
6'4"
6'4"
6'-3"
6'-3"
12"
T_9"
T-9"
7,-9"
7,_9„
n nd.2"vvvA" Rafter Widti-ril
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exp C
s
In
90 100 105 110
10
36"
17-6"
12,_6"
12'-6"
12'_6"
LIVE
32"
13'-6"
13'-6"
13'-6"
13'-6"
20
24"
16'-2"
16_2"
16'_2"
16.10"
LIVE
16"
20'_7'
20'-7"
20,_5'
19'-4"
20
36"
T-7"
T-7"
7'-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"
1 13'-6"
25
36"
7'4"
7'-4"
T-4"
7-4--
'-4"32"
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"
64"
32"
6'-11"
V-11"
V-11"
V-11"
24"
8'-8"
8'-8"
8'-8"
8'-8"
16"
11,_7'
11'-7"
11'_7"
11'-7"
40
36"
6-0"
5'-0"
5'4"
5'-0"
32"
6-6"
6-6"
5'-6"
6-6"
24"
6'-11"
6'-11"
6-11"
V-11"
16"
9'-5"
9'-5"
9'-5"
9'-5"
60
36"
3'-6"
T-6"
T-6"
3'-6"
32"
T-11"
T-11"
T-11"
T-11"
24"
1
5'-0"
5'-0"
6-0"
5'-0"
16"
6'-11"
6'-11"
6'-11"
U-11"
Z"v1" Rnffer r1R" nln (Mi ilficnnn nr Cinnlel
Ground
Rafter
Wind Speed and Exposure
Snow Load
Gauge
Exposure C
ps
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"
12,_10"
12'_10"
12'_10"
12'_10"
30
0.024"
T-6"
T-6"
T-6"
T-6"
0.040"
12'-0"
12,_0"
12'_0"
12,_0"
40
0.024"
6'-4"
6'-4"
6'-4"
4'-11"
0.040"
10'-3"
10'-3"
10'4"
10'4"
60
0.024"
4'-11"
4'-11"
4'-11"
4'-11"
0.040"
8'-1"
8'-1"
1 8'-1"
1 8'-1"
I ACLt 1.0
Amerimax Building Products
5208 Tennyson Parkway
Plano, Texas 75024
TABLE 1.1 TABLE' TABLE 1.3 IAbLt 1.4
INGLE SPAN TABLES NOTE: RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN Carl Putnam, P. E.
Scan) 0.032"x7x6.625" Rafter /Single Snanl 0.040"x2"x6.625" Rafter (Single SDan) 0.042"x3"x8'Rafter (Single Span) 3441 Ivylink Place
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"
10'-8"
LIVE
20"
9'-9"
8'-1"
T-9"
T-3"
16"
11'_2"
9'-8"
9'4"
8--5--
'-5"12"
12"
13'_2„
11'-6"
10'-9"
10,_1"
20
24"
5'-2"
6-2"
6-2"
5'-2"
LIVE
20"
6'-2"
6-2"
6'-2"
6'-2"
16"
T-8"
T-8"
T-8"
T-8--
-8"12"
12"
10'_2"
10'_2"
10'-2"
10'_1"
25
24"4'-11"
8'-5"
4'-11"
4'-11"
4'-11"
20"
501
10
5'-10"
5'-10"
6-10"
16"
7' 4"
7'-4"
7'-4"
7'4"
12"
13'-9"
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--
'-1"40
40
24"
T-1"
T-1"
3'-1"
T-1"
20"
T-8"
3'4"
T-8"
T-8--
-8"16"
16"
4'-7"
4'-7"
4'-7"
4--7--
'-7"12"
12"
6,-1"
6'-1"
6'-1"
6'-1"
60
24"
T-6"
2'-0"
2'4"
T-0"
20"
4'-2"
2'-5"
2'-5"
T-5"
16"
3'-1"
T-1"
3'-1"
3'-1"
12"
4'-1"
4'-1"
4'-1"
4'-1"
I ABLE 1.15
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exp C
ps
in
90 100 105 110
10
24"
13,_7'
12'4"
11,-4"
10'-8"
LIVE
20"
15'-0"
13'-3"
12'-6"
11'-10"
16"
16_10"
14'_11"
14'_1"
13'-4"
12"
19'-6'
17'-3"
16,_3"
166"
20
24"
V-10"
V-10"
8'-10"
V-10"
LIVE
20"
10'-6"
10'-6"
10'-6"
10'-6"
16"
12'_3"
12,_3"
17_3"
12'_3"
12"
14'_1"
14,_1"
14,_1"
14'_1"
25
24"
8'-5"
8'-5"
8'-5"
8--5--
'-5"20"
20"
10'_1"
10'_1"
10,_1"
10'-1"
16"
11,_11"
11'_11"
11'_11"
11'_11"
12"
13'-9"
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"
12'-7"
12'-7"
40
24"
6-3"
5'-3"
6-3"
5'-3"
20"
6'4"
6'4"
6'-4"
6'-4"
16"
T-10"
T-10"
7'-10"
T-10"
12"
10,_6"
10'-6"
10'-6"
10,_6„
60
24"
T-6"
3'-6"
T-6"
3--6--
'-6"20"
20"
4'-2"
4'-2"
4'-2"
4--2--
'-2"116"
6"
5'-3"
5'-3"
5'4"
5'-3"
12"
T-0"
7'-0"
T-0"
7'-0"
I ABLt l.1
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exp C
s
in
90 100 105 110
10
24"
17'-9"
16_0"
16-2"
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"
20
24"
12'=0"
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'_9"
17'_9"
17_9"
17'_9"
25
24"
12•4"
12'-4"
12,_4"
12'-4"
20"13'-6"
10'-4"
13'-6"
13'-6"
13'-6"
16"
15'-1"
15-1"
15'_1"
15'_1"
12"
17'-4"
17'-4"
17'4"
17'-4"
30
24"
10'_7,
10,_7'
10'-7"
10--7--
0'_7„20"
20"
12'-4"
12,-4"
12,_4"
12,-4"
16"
13'-9"
13'-9"
13'4"
13'-9"
12"
16-10"115'-10"
15,_7'
15'-1.0"
15'-10"
40
24"
T -11"T-11"
5'4"
T-11"
T-11"
20„
9'-6"9,-6"
6'-6"
9'_6"
9,_6„
16"
11'-10"
11'-10"
11'-10"
11'-10"
12"
13'4"
13'-9"
13'-9"
13'-9"
60
24"
5'4"
5'4"
5'4"
5'-4"
20"
64"
6'-4"
6'-4"
6'-4"
16"
T-11"
T-11;'
T-11"
T-11"
12"
10'_7'
10,_7,
10'-7"
10,_7,
TABLE US
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exp C
ps
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"
16.10"
16"
24'_2"
21'_7'
20'_5'
19'-4"
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'_6,
17'-5"
17'_5"
IT -6-
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"
T-8--
-8"32"
32"
V-8"
8'-8"
8'-8"
8'-8"
24"
11'_6„
11,_6"
11'-6"
11'_6"
16"
15.7,
15,_7'
15,_7,
15,_7,
40
36"
5'-9"
5'4"
5'-9"
5'-9"
32"
16'-6"
6'-6"
6'-6"
6'-0"
24"
8'-8"
8'-8"
8'-8"
8'-8"
16"
12'-11"
12'-11"
12'-11"
12'-11"
60
36"
T-10"
T-10"
T-10"
T-10"
32"
4'-4"
4'-4"
4'-4"
4'.4"
24"
5'79"
5'4"
5'-9"
5--9-
16"
18'-8"
8'-8"
8'-8"
8'-8"
s ICC ESR 1398 (2009 IBC) 10/11/2011 Page 6 of 60 `
ne - + ' = y
I ADLC 1..7
ILynchburg, VA 24503
cart nutnam(a)comcast.net
IRAFTERS O/C SPACING MAY BE DOUBLED IF THE
RAFTERS ARE DOUBLED UP TO 48" O/C
OCT 20 2011
SINGLE SPAN TABLES
a3/8' BOLTS W/ 1' DIA.
x 3/32' THK, STL. WASHER
TO 8' STEEL 'C' BEAM
5.5" SEE TABLE 7.4 COLUMN 'N'
FOR QUANTITY
-1.575' 2COLUMN 'L'..843' FOR #14 SELF DRILLING
SCREWS SEE TABLE 7.4
r 0.097'
2X DF WOOD
FASCIA
2.5"
0'875" 3'x8' 12 (t=0.105') OR
16 GAUGE (t=0.059')
STEEL C BEAM
.oBox Fy= 50 KSI
BEAM
WRAP WRAP 7.75"
DETAIL LI ,
3L18 3" X 8" X 12, 16 GA. STL. 'C' BEAM
WRAP W/ 3" X 8" ALUM. BOX BEAM
-- 3" OR 4-
F a",
3" or 4"o
or
3' OR 4' ASTM A500 GRADE A
STEEL POST
SEE GENERAL NOTE #9 FOR
CORROSI❑N PROTECTION
ICC ESR 1398 (2009 IBC) 10/11/2011
L19 HEADER SPLICE DETAIL
EXISTING DF
FRAMED WALL
3.5' MIN
2.5' MIN PENETRATION
INTO WOOD FRAMING
W/ MIN SG = 0.5
SEE ALLOWABLE DISTANCE TO FIRST
ROW OF POSTS IN TABLE 7.7
20 GA ASTM A653 GRADE 33 STEEL BRACKET
FOUR #8 WOOD SCREWS INTO RAFTER AND
2X FASCIA
ONE PER RAFTER
RAFTER ROOF COVERING IS A MAXIMUM
DETAIL "A" OF 3 PSF HEAVIER ROOF COVERING
SHALL REQUIRE ADDITIONAL
SEE DETAIL
'A' 0 RIGHT
ENGINEERING ANALYSIS
2"x WOOD FRAMING
DOUGLAS FIR -LARCH
X12 OR E0
SEE TABLE 2.e FOR MAXIMUM
FOR FAST M OVERHANG SEE
SCHEDULE SCHEDULE 0 RIGHT
ALTERNATE EAVE ATTACHMENT
2- #14 SIMS
0
EACH SIDE
3' X 8' HEADER X
o
1 0
2- 2' X 6 112' SIDEPLATES
ONE EACH SIDE OF POST
COLUMN
Seal with permanently
flexible & waterproof
senlnnt
/ CONTINUOUS 2"x6" DOUGLAS FIR LEDGER
OR PROVIDE SIMPSON STRONG TIE
MSTA36 (ICC ESR 2105) AT SPLICE
LOCATION
1.00'Min. COVER W/ 0.019" ALUMINUM
I SEE GENERAL NOTE #23
- 1/4' Lag Screw
ATTACH LATTICE COVER
AS PER L7
Completely Seal with
permanently flexible &
waterproof sealant
I`
1,00'm1n,STUCCO ATTACHMENT DETAIL
L22 WITH LEDGER BOARD
Synthetic Stucco or
other non-structural covering .
(1' max. thick)
Sheathing
Page 16 of 60
BE
L17
Live/Snow Load
RAFTER MAX DISTANCETO FIRST ROW OF POSTS "L"
Slid Cow Wind
SIZE1EAVE
ALTERNATE 3' SQ
POST CONNECT j 13
2011'
( 010
r BRACKET (6063T6
ALUM) lUJ(C:; T
0
2.25'
1.0" IF DETAIL L29 IS
NOT USED ATTACH
SEE GENERAL NOTE #23
25W
+ SIDE PLATES AS PER DETAIL L26
o.o1s'ALUNYLCOVER
7-1'
0.750'
2x6
25'-0
25'-0'
25'-0'
23'-10-
.091--
3/8' BOLTS SEE TABLE 7.3 COLUMN 'H'
2x8
25-0'
26-V
FOR QUANTITY
25-0'
ALUMINUM
0.041x3'x3'
OR #14 SELF DRILLING SCREWS
26-0' -
RAFTER
STEEL POST
SEE TABLE 7.3 COLUMN 'G'
T4r
I
2x6
FOR QUANTITY
260
2V -O`
2.5"
0'875" 3'x8' 12 (t=0.105') OR
16 GAUGE (t=0.059')
STEEL C BEAM
.oBox Fy= 50 KSI
BEAM
WRAP WRAP 7.75"
DETAIL LI ,
3L18 3" X 8" X 12, 16 GA. STL. 'C' BEAM
WRAP W/ 3" X 8" ALUM. BOX BEAM
-- 3" OR 4-
F a",
3" or 4"o
or
3' OR 4' ASTM A500 GRADE A
STEEL POST
SEE GENERAL NOTE #9 FOR
CORROSI❑N PROTECTION
ICC ESR 1398 (2009 IBC) 10/11/2011
L19 HEADER SPLICE DETAIL
EXISTING DF
FRAMED WALL
3.5' MIN
2.5' MIN PENETRATION
INTO WOOD FRAMING
W/ MIN SG = 0.5
SEE ALLOWABLE DISTANCE TO FIRST
ROW OF POSTS IN TABLE 7.7
20 GA ASTM A653 GRADE 33 STEEL BRACKET
FOUR #8 WOOD SCREWS INTO RAFTER AND
2X FASCIA
ONE PER RAFTER
RAFTER ROOF COVERING IS A MAXIMUM
DETAIL "A" OF 3 PSF HEAVIER ROOF COVERING
SHALL REQUIRE ADDITIONAL
SEE DETAIL
'A' 0 RIGHT
ENGINEERING ANALYSIS
2"x WOOD FRAMING
DOUGLAS FIR -LARCH
X12 OR E0
SEE TABLE 2.e FOR MAXIMUM
FOR FAST M OVERHANG SEE
SCHEDULE SCHEDULE 0 RIGHT
ALTERNATE EAVE ATTACHMENT
2- #14 SIMS
0
EACH SIDE
3' X 8' HEADER X
o
1 0
2- 2' X 6 112' SIDEPLATES
ONE EACH SIDE OF POST
COLUMN
Seal with permanently
flexible & waterproof
senlnnt
/ CONTINUOUS 2"x6" DOUGLAS FIR LEDGER
OR PROVIDE SIMPSON STRONG TIE
MSTA36 (ICC ESR 2105) AT SPLICE
LOCATION
1.00'Min. COVER W/ 0.019" ALUMINUM
I SEE GENERAL NOTE #23
- 1/4' Lag Screw
ATTACH LATTICE COVER
AS PER L7
Completely Seal with
permanently flexible &
waterproof sealant
I`
1,00'm1n,STUCCO ATTACHMENT DETAIL
L22 WITH LEDGER BOARD
Synthetic Stucco or
other non-structural covering .
(1' max. thick)
Sheathing
Page 16 of 60
BE
L17
Live/Snow Load
RAFTER MAX DISTANCETO FIRST ROW OF POSTS "L"
Slid Cow Wind
SIZE1EAVE
OVERHANG
( 010
6"-
1T'
18"
3
10 Psf
20
25W
269•
12'-07
7-1'
3'-8"
2x6
25'-0
25'-0'
25'-0'
23'-10-
9T-1•
Lattice=105 xp C
2x8
25-0'
26-V
25-0
25-0'
2$-0
10 of
2x4
26-0' -
IF -37
11'$•
T-1'
T4r
0,041'x3"x3"
2x6
26-0
260
2V -O`
26-0'
16'-7'
Lattke=110 C
2x8
20'4!
2074Y
2U0
2(YV
2U_U
20
2)1
104Y
1r-110•
V-10•
4'-0
2'-1•
2x6
1
18' 0
18-0
13-
71
ALUMINUM "H"
20
1646
18'46
18'-0'
1B 0'
16-07
26psf
?x4
18-0
11'3
6S'
T-7.
1. -1Q_ -
2x6
19-0'
18'-0'
18'-0'
1T -Cr
8'-2'
2x8
18'41
18'6
1>i-0'
10
—7—W
1g-0
—9-V
3a Pg
94
16'-6
97-
2x6
160
IV -7
15.4"
16-4•
r-2"
2x8
16'4Y
I 164Y
16'.a
16-0 I
14'-0"
40
2x4
14'-0'
6-7'
T -V
6-0•H44r
2x6 '
14-0
14'-0'
11'-1-
T-T2x8
1'
t4' 6
14'-0'
14' 02x4
g-16'
4'.(r
6-0•
6.02x8
1t'-0'
11'-0'
U -9-2x8
11-0
11'-0
11-0'
90
CSUITE 1E00YSON PARKWAY
0AaePRODUCTS,INC. PLANO; TEXAS 75024
DFU er
NITS I For .patio . &
Engineers Stamp DATE RLEV
LT02-2009
2 of 3
14 SMS
.
3" X 8" BOX
BEAM HEADER
ALUM. "H"
"
,
„
.3
L
I
6
BRACKET
0,041'x3"x3"
STEEL POST
I'
/
O6
O
ALUMINUM "H"
BRACKET FOR
CONNECTING POST TO HEADER,
(6063T5 ALUM
ALLOY)
THIS DETAIL
MAY ONLY BE
USED WITH DETAIL L29
CSUITE 1E00YSON PARKWAY
0AaePRODUCTS,INC. PLANO; TEXAS 75024
DFU er
NITS I For .patio . &
Engineers Stamp DATE RLEV
LT02-2009
2 of 3
I"
3"
LO
L51xL5' 113' o/c
33
21x2' 04' a/c
00
L1 HEADER
(3004-H34 ALUM. ALLOY)
FOUR #E
0214"ry
-\,
SEE TABLE
BELOW FOR
SCHEDULE
BRACKET USED W\2' X 6 1/2' RAFIERS
co
LO
O RAFTER & SIDEPLATES
(3004-H34 ALUM. ALLOY)
L4 POST/RAFTER/LATTICE TUBE
(3004-H34 ALUM. ALLOY)
RAFTER TO
HEADER
CONNECTION
BRACKETS
6063T6
ALUM ALLOY
T=0.060'
L9
BRACKET USED W/ 3'x8'
AND 3'x3' RAFTERS
LATTICE TUBES
LO
L51xL5' 113' o/c
33
21x2' 04' a/c
.Ole tett
31x3' 116' o/c DETAIL L4
2X3. 115. O/C
No. of #8 Screw s
MAX RAFTER SPACING
Speed
3X3 MAY SPAN 30' W/ SINGLE
LATTICE
RAFTERS
3105 H24
ALL OTHERS MAY
SINGLE RAFTERS SPAN 36' V/
ALUM ALLOY p L MAAY SPAN 48' W/ DOUBLE
L4 POST/RAFTER/LATTICE TUBE
(3004-H34 ALUM. ALLOY)
RAFTER TO
HEADER
CONNECTION
BRACKETS
6063T6
ALUM ALLOY
T=0.060'
L9
BRACKET USED W/ 3'x8'
AND 3'x3' RAFTERS
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
Vll
CFCALIFC Q TWD #8 SMS.
FEACH SIDE
1 1/2' FOR 2 X RAFTERS
OCT 20 2011 2 3/4' TOR 3 X RAFTERS
#8 SCREWS W/ 16" DIAMETER WASHERS
SCREWS k LONGER THAN LATTICE HEIGHT
GL6 LATTICE TO
RAFTER CONN.
CONTINUOUS 2"x6' OR 2x8' V --ALL
v
3' x 3' METAL POST
Allowable Trib Width
1/4" bolt
Wind
4
SPLICE LOCATION
No. of #8 Screw s
L13
Speed
t(in)
Header
2
1 3 1
4
5
90 NPH
0.040
IZW 2x8 —
13'
15'
15'
IS
Exp C
0.042
0.042"x3"x8"
T
11'
14'
15'
J10 X 1
0.042
Double 3x8
14'
1
15'
15'
15
110MPH
0.040
Double 2x6
10'
15'
15
15'
ExpC 1
0.042
0.0427x3"xW
V
F
10'
IT
--f—b—.0-42-1
Double 3x8
10'
15'
15'
IS
11
No. of #14 Screw s
11OMPH
16G min 8" Steel
Exp C I
16G rtm
I Double Steel C
I IS
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
Vll
CFCALIFC Q TWD #8 SMS.
FEACH SIDE
1 1/2' FOR 2 X RAFTERS
OCT 20 2011 2 3/4' TOR 3 X RAFTERS
#8 SCREWS W/ 16" DIAMETER WASHERS
SCREWS k LONGER THAN LATTICE HEIGHT
GL6 LATTICE TO
RAFTER CONN.
CONTINUOUS 2"x6' OR 2x8' V --ALL
v
3' x 3' METAL POST
PROVIDE SIMPSON STRONG
1/4" bolt
DETAIL L25
4
SPLICE LOCATION
EIGHT #14 SMS
L13
O OTVO
3/8'x5' EMBEDMENT
8
O 0
LAG SCREW W/ 1.0, ONE
WOOD STUD SEE TABLE
ON EACH SIDE OF POST,
FA
FOR QUANTITY
SIDE
D CLAS FIR
ALUM.
EXISTING
RAFTER
STRUCTURE
LUMBER FLOOR
RAFTER
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
Vll
CFCALIFC Q TWD #8 SMS.
FEACH SIDE
1 1/2' FOR 2 X RAFTERS
OCT 20 2011 2 3/4' TOR 3 X RAFTERS
#8 SCREWS W/ 16" DIAMETER WASHERS
SCREWS k LONGER THAN LATTICE HEIGHT
GL6 LATTICE TO
RAFTER CONN.
CONTINUOUS 2"x6' OR 2x8' V --ALL
DOUGLAS FIR LEDGER OR
#of
PROVIDE SIMPSON STRONG
1/4" bolt
TIE MSTA36 (ICC ESR 2105) AT
4
SPLICE LOCATION
4
COVER W10.019' ALUMINUM
8
1/4' LAG SCREW
8
W/ 2.25' EMBED INTO
WOOD STUD SEE TABLE
7.5 COLUMN ANC4
FA
FOR QUANTITY
SIDE
ALUM.
EXISTING
RAFTER
STRUCTURE
RAFTER
HANGER
J10 X 1
(DETAIL L7)
EACH SIDE
L10 ALTERNATE RAFTER TO WALL CONN.
STUD -
1' MIN
SEE GENERAL
NOTE #23
SIX 1/4' LAG SCREWS
(2.25. OF PENETRATION
INTO WALL STUD V/
MIN SG = 0.5)
3' X 8' ALUM
RAFTER BRACKET
DETAIL L7
`-LATTICE
M. RAFTER
3.00
0.72 1.56—{ 0.72
--i 0.93 1-
0 .72
3156 3,00
0.28
0.37
0.72
- I -0.17
t = 0.030' ALUM
= 0.040' ALUM
= 0.041' STEEL
L 11 3" ALTERNATE POST
(3105 H25 ALUM. ALLOY OR
A-653 Fy=40 KSI STEEL)
— 3' X 8' ALUM HEADER
L15 POST ALTERNATIVE FOR
SLAB ATTACHMENT ONLY
#14 SHEET METAL SCREW
MAXIMUM WIND CONDITION IS 110
MPH EXPOSURE C
Page 15 of 60
Engineer's Stamp
(6063-75 ALUM. ALLOY, 't'= 0.0781
L7 RAFTER HANGER
L= 1.92' FOR Y X 6 1/2' RAFTERS
L= 2.92' FOR 3' X 8' RAFTERS
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 0
ATTACHMENT
Req'd
Beam
#of
Type
1/4" bolt
All C Beams "On Slab'
4
16G Steel 3x8
4
12G Steel 3x8
8
Double 12G Steel 3x8
8
0 -a
5'
0 0
0.040'x2'x6.625'
DOUBLE HEADER
0.041'x3'x3'
STEEL POST
2'
EIGHT #14 SMS
a
0.042'x3'x8' 6'
DOUBLE HEADER
0 0
0.041'x3'x3'
STEEL POST
01BAU11,11ING
meriMaX5208TENNYSON PARKWAY
PRODUCTS INC. SUITE 100
PLANO, TEXAS 75024
NTS For "Pati... c
Fur.
LT01-2009
tructures
1 of 3
* .
2"
2.
TOP
Load
Wind Speed
0.024•
(psfl
and Exposure
0.024•
0.024'
6 5/8"
SEE
3"
110 mph Exp S
20`•1" 13•-4"
-
DETAIL
D
90 mph Exp C
s s/e"
d705
L26
1s-10" 10'-7"
.- 110 mph Exp C
14'-s" s -s"
3"
1 110 mph Exp C
I 11'-4" 7-.r
Z3'SQUARE COLUMN
REBAR EMBEDDED AT
L24
(3004-H34 ALUM. ALLOY)
'B' DEPTH
2' x 6.5' SIDEPLATES
(3004-H34 ALUM. ALLOY)
Lattice or
Solid Panels
0.042"x3'x8'
Alun. Bracket
(t = 0.06
DETAIL L9
Lattice orAlum'
Solid Panels -:46" MIN
#8 SMS -y 'I 3' x 81 Header
3' x 8' Header #1 I I (0.042')
(0.042') 2• x 6' Side Plate
FOUR #14 SMS 2" MIN #1
EACH SIDE FD
EACH HEADER
I I
3"x3' POST I I 3"x3'
I I
I 2x6.5" SIDEPU
I I
FOUR #14 SMS EACH SIDE FOR 110 MPH EXP
C SLAB ATTACHMENT AND UP TO d=28'
FOOTING.
1'0 GALVANIZED HILTI HIT-HY 150 MAX
ADHESIVE ANCHOR (ICC ESR 2262) W/
2.25' EMBED AND 1' 0 WASHER OR
'1 EQUIVALENT
?94 3"X 3" 2"X 6.625"
L25 g, 0g POSTI ISIDEPLATES
41;3
LUM. FOOTING
ALUMINUM BRACKET FOR CONNECTINGRACKET
POST T❑ F❑❑TING ❑R SLAB
(6063-T6 ALUM ALL❑Y)
SINGLE SPAN ATTACHED UNITS ONLYREQUIRES SIDEPLATES AS SH❑WN INDETAIL L26 G
ALTERNATE1.5" 3"x3" ALUMINUM RAFTER
L30 3'X3' TWO #10 OR #14 SMS
RAFTER
ATTACHMENT LATTICE HEADER
TOP MOUNT BRACKET
0.21" STEEL Fy = 33 ksi '
8. BRACKET`` IS 1.094' WIDE
\---
/ 8" ^ 20 LEDM eavm (oo q rv)
ALUM ` GENEM NOT y
RAFTER KAHM /14.1.V "
SMS TOP MOUNT /14z3X •a°°s
0.042"x3"x8"
HEADER
6" MI
2"X 6 1
ALUM. S
3" x 8" HEADER
CONNECTION
0
Live
SIDEPLAT
MAX--v-FOR
TOP
Load
Wind Speed
OR SIDE MOUNT
(psfl
and Exposure
16"o/c ( 24"o/c
10
105 mph Exp B
21'-s^ 14'-s"
110 mph Exp S
20`•1" 13•-4"
90 mph Exp C
21'-3" 14'-z"
d705
mph Exp C
1s-10" 10'-7"
.- 110 mph Exp C
14'-s" s -s"
20
1 110 mph Exp C
I 11'-4" 7-.r
NOT ALLOWED IN SNOW LOAD AREAS
L z* SEE GENERAL NOTE #9 FOR
rATTACHPER CORROSION PR❑TECTI❑N
7.5
V MIN GAP BETWEEN EXISTING EAVE
LEDGER AND ROOF FOR WOOD FRAMING
DRAINAGE ALUM
ALL HOUSE PENETRATIONS RAFTER
MUST BE COMPLETELY AND #14X1.5" SCREWS
PERMANENTLY SEALED 6 PLACES
0.125'x1.5"x1.5' STEEL
(Fy=33 KSI) "L' BRACKET
2" SPACING
LZ8 BETWEEN SCREWS IDE MO N B CKET
0
ALTERNATIVE SPLICE FOR ATTACHED UNITS EAVE ATTACHMENT /d•
EAVE OVERHANG AND
L' MUST ALSO COMPLY
IICC ESR 1398 (2009 IBC) 10/11/2011
WITH DETAIL L17 LEDGER BOARD
Page 17 of 60
MP/-
4- #14 SMS
f EACH SIDE
1 MIN
.024"BTE
o 2.75'
0.078 --- I
3.00 —{ 1.0"
#14 x 3/4' SMS
FOUR- #14 SMS
EACH SIDE,EV Y +
4 SS10N G'Nq X\I l 1 6 1T ALUMINUM
WITH
SIDEPLAT
'
VIL Q
*OFCALkF:00
OCT 20 201
SEE SHET M8 FOR
STEEL POST—z,REQUIRED
SLAB
FOR CONSTRAINED
3/8' x
9' STEEL
FOOTINGS
REBAR EMBEDDED AT
'B' DEPTH
.
G v:
d< 33'
B= 9'
1
B
d<38'
B=12'
p p
d<46'
B=18'
.4.
d
d<51'
B=24'
4. '
p.'..,
Engineer's Stamp
3" v p d
9,,.
D 4.
L29 CONCRETE FOOTING
LJ d
FREESTANDING OR ATTACHED STRUCTURE
COLUMN TO FOOTING CONNECTION DETAIL
Amerimax 5208 TENNYSON PARKWAY
PRODUCTS INC. SUITE 100
OCBLI&DING PLANO, TEXAS 75024
NTS
LT03-2009
3of3
SOLID COVERS 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES
2.5" x6" Super Six (Multispan) DetaiL N3, A 3.5"x12" Super 12 Multispan) Detail D 2.5" x 12" Mark X (Multispan) Detail B
Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure
Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B (Exposure C
(psl (in) 85 90 I 85 90 psf) (in) 85 90 85 90 (psf) (in) 85 1 90 85 £
0.03224
LIVE 10.036 115'-4" 115'-4" 114' S" 13--8"
20
0.018V-0"
6'-4"
8'-0"
T-8"
7'4"
LIVE
0.024
9'-10"
9'-10"
9'-5"
9'-0"
(in)
0.032
11'-11"
1
11'-11"
11'-5"
10'-11"
30
0.036
13'-0"
13'-0"
12'-5"
11'-10"
25
0.018
8'-0"7'-8"
4'-1"
7'-4"
7'-4"
LIVE
0.024
V-10"
9'-5"
9'-0"
9'-0"
(in)
0.032
11'-11"
11'-5"
10'-11"
10'-11"
40
0.036
13'-0"
12'-5"
11'-10"
11'-10"
30
0.018
T-8"
7'-4"
T-0"
T-0"
carlputnamna comcast.net OCT 20 2011
0.024
9'-5"
9'-0"
8'4"
8'-8"
10'-8"
0.032
11'-5"
10'-11"
10'-6"
10'-6"
60
0.036
12'-5"
11'-10"
11'-5"
11--5--
1'-5"40
40
0.018
6'-9"
6'-9"
6-6"
6'-T-
LIVE
0.024
8'-4"
8'-4"
8'-1"
T-10"
3x8
0.032
10'-2"
10'-2"
9'-10"
9'-6"
TABLE 4.2
0.036
11'-0"
11'-0"
10'-8"
10'-4"
60
0.018
5'-5"
5'-5"
5'-5"
V-5"
11'-1"
0.024
6'-10"
6'-10"
6'-10"
6'-10"
4'
0.032
8'-3"
8'-3"
8'-3"
8'-3"
60
0.036
9'-0"
9'-0"
9'-0"
9'-0"
TABLE 4.1
SINGLE SPAN TABLE!
10
0.018
6'-4"
64"
5'4"
5'-3"
LIVE
0.024
10'-2"
10'-2"
9'-5"
8'-9"
(in)
0.032
14'-0"
14'-6"
13'4"
12'-8"
30
0.036
16-0"
16'-0"
15'-0"
14'-2"
20
0.018
4'-1"
4'-1"
T-7"
T-7"
LIVE
0.024
8'-2"
8'-2"
T-9"
T-4"
(in)
0.032
12'-0"
12'-0"
11'-5"
10'-11"
40
0.036
1 13'-6"
1 13'-6"
12'-10"
12'-4"
25
0.018
1 4'-1"
1 4'-1"
1 T-7"
1 T-4"
_- - -- Q....- I Il.-.- Aim A q a, --4e" c.....,. 4
LIVE
0.0248'-2"
9'-2"
7'-9"
7'-4"
7'-4"
Wind Speed and Exposure
0.032
12'-0"
11'-5"
10'-11"
10'-11"
(in)
0.036
13'-6"
12'-10"
12'4"
12'-4"
30
0.018
T-10"
T-7"
3'4"
T-2--
-2"0.024
LIVE
0.024
7'-9"
7'-4"
V-11"
6'-11"
13'-10"
0.032
11'-5"
10'-11"
10'-5"
10--5--
0'-5"0.036
(in)
0.036
12'-10"
12'4"
11'4"
11'-9"
40
0.018
T-2"
X-2"
2'-10"
2'-8"
LIVE
0.024
8'-T'
8'-7"
V-3"
6'-0"
carlputnamna comcast.net OCT 20 2011
0.032
10'-0"
10'-0"
9'-8"
9'-4"
10'-8"
0.036
11'-4"
11'4'
10'-11"
10'-6"
60
0.018
74"
2'-3"
2'-1"
2-4-
MAX
0.024
4'-11"
4'-11"
4'-7"
4'-6"
LIVE
0.032
8'-0"
8'-0"
8'-0"
8'-0"
3x8
0.036
9'-1"
1 9'-1"
9'-1"
1 9'-1"
TABLE 4.2
_- - -- Q....- I Il.-.- Aim A q a, --4e" c.....,. 4
LIVE
0.024
9'-2"
9'-2"
8'-6"
7'-10"
Wind Speed and Exposure
0.032
12'-2"
1
12'-2"
11'-4"
10'-7"
(in)
0.036
174"
12'-1"
11'-3"
10'-7"
20
0.018
4'-5"
4'-5"
T-11"
3'-11"
LIVE
0.024
7'-4"
T-4"
6-11"
6'-6"
13'-10"
0.032
V-11"
9'-11"
9'-5"
8'-11"
(in)
0.036
9'-11"
V-11"
9'-5"
9'-0"
25
0.018
4'-5"
4'-5"
V-11"
3'-9"
LIVE
0.024
7'-4"
6'-11"
6-6"
6'-6"
carlputnamna comcast.net OCT 20 2011
0.032
9'-11"
9'-5"
8'-11"
V-11"
10'-8"
0.036
Y-11"
9'-5"
9'4"
9'-0"
30
0.018
4'-2"
T-11"
3'4"
3'-6"
MAX
0.024
6-11"
6'-6"
6'-2"
6-2"
LIVE
0.032
9'-5"
V-11"
8'-6"
8--6--
'-6"0.036
3x8
0.036
9'-5"
9'-0"
8'-7"
8'-7"
40
0.018
3'-6"
3'-6"
3'4"
T-1"
10'
0.024
V-11"
5'-11"
5'-7"
v-4"
11'-1"
0.032
8'-2"
8'4"
T-10"
T-6-
4'
0.036
8'-2"
8'-2"
7'-11"
T-7"
60
0.018
2'-10"
2'-10"
2'-7"
2'-4"
6'-7"
0.024
4'-5"
4'-5"
4'-1"
4'-0"
12'
0.032
6'-4"
6'-4"
6'-4"
6'-4"
MAX
0.036
6'-5"
6'-5"
6'-5"
6'-5"
D 2.5" x 12" Mark X Single Span Detail B
2"x6" Flat Panel
(Multis
an) Detail N2, C
Qr Gam.. �V cF
Amerimax Building od is
Ground
Panel
Wind Speed and Exposure
Snow Load
Gauge
Exposure B Exposure C
5208 Tennyson Par ay 6 . 1 9
( so
(in)
85 1 90 85 90
Plano, Texas 75024
6/ 0/ 01
10
0.018
V-7"
9'-7"
9'-0"
8'-0"
LIVE
0.024
11'-6"
11'-6"
10' 9"
10'-2"
Carl Putnam, P. E. �k
(in)
0.032
13'-10"
13'-10"
12'-11"
12'-3"
3441 Ivylink Place
VIL
85 90 85 90
(in)
90 mph Exp B 90 mph
Exp C 110 mph Exp C
11'-0"
30
(434) 384-2514 245 OFCALIF���\P
20
0.018
8'-11
S' 1"
T-8"
T-4"
LIVE
0.024
9'-8"
9'-8"
9'-3"
8'-10"
carlputnamna comcast.net OCT 20 2011
4'
0.032
11'-7"
11'-7"
11'-1"
10'-8"
9'-3"
8'-10"
0.036
12'-7"
12'-7"
12'-0"
11'-6"
MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#10 SCREWS
25
0.018
8'-1"
7'-8"
7'-4"
7'-4"
FOR PANEL/HEADER COMBINATIONS Table 4.9
Panel
Panel
# of #10 screws PER
FOOT to attach panel to header
Wind Speed and Exposure
Snow Load
0.024
9'-8"
9'-3"
8'-10"
V-10"
Snow Load
0.032
11'-7"
11'-1"
10'-8"
10'-8"
Headers
Gauge
1 I 2 I 3 -2-1
3 4 2 I 3 1 4 I 5
(in)
85 90 85 90
0.036
12'-7"
12'-0"
11'-6"
11'-6"
85 90 85 90
(in)
90 mph Exp B 90 mph
Exp C 110 mph Exp C
11'-0"
30
0.018
T-8"
7'-4"
T-1"
T-1"
Dble 2x6.625
0.018
3'
6'
MAX
4'
MAX
MAX
3'
4'
MAX
MAX
T-8"
7'-8"
0.024
9'-3"
8'-10"
8'-6"
8'-6"
RF Fascia
0.018
3'
MAX
MAX
MAX
MAX
MAX
MAX
MAX
MAX
MAX
9'-0"
LIVE
0.032
11'-1"
10'-8"
10'-3"
10'-3"
3x8
0.018
3'
6'
MAX
4'
MAX
MAX
3'
4'
MAX
MAX
10'
0.032
0.036
12'-0"
11'-6"
11'-1"
11'-1"
All Others
0.018
3'
6'
MAX
4'
MAX
MAX
3'
4'
MAX
MAX
0.036
40
0.018
6-10"
6'-10"
6'-7"
6'-5"
Dble 2x6.625
0.024
4'
8'
12'
6'
9'
MAX
4'
6'
MAX
MAX
8'-6"
8'-6"
0.024
8'-2"
8' 2"
T-11"
7'-8"
RF Fasr_.ia
n n24
4'
MAX
MAX
MAX
MAX
MAX
MAX
MAX
MAX
MAX
7'-4"
V-10"
0.032
9'-10"
9'-10"
9'-6"
9'-3"
3x8
0.024
4'
8'
12'
6'
9'
MAX
4'
6'
MAX
MAX
8'-0"
8'4"
0.036
10'-8"
10'-8"
10'-4"
10'-0"
All Others
0.024
4'
8'
12'
6'
9'
MAX
4'
6
MAX
MAX
11'-6"
60
0.018
5'-7"
5'-7"
5'-7"
5'-7"
Dble 2x6.625
0.032
5'
10'
MAX
7'
11'
MAX
5'
7'
10'
MAX
0.036
0.024
6'-8"
6'-8"
6'-8"
6'-8"
RF Fascia
0.032
5'
MAX
MAX
MAX
MAX
MAX
5'
MAX
MAX
MAX
0.018
8'-6"
0.032
8'-1"
8'-1"
8'-1"
8'-1"
3x8
0.032
5'
11'
MAX
8'
12'
MAX
5'
8'
10'
MAX
TA"7'4"
0.036
8'-9"
8'-9"
8'-9"
8'-9"
All Others
0.032
5'
11'
MAX
8'
12'
MAX
5'
8'
10'
MAX
V-7"
JELS MAY OVERHANG 25% OF THEIR C
7"Ya" Flat Panpl rRinnlp Rnnnl nptail N2 C
Ground
Panel
Wind Speed and Exposure
Ground
Panel
Wind Speed and Exposure
Ground
Panel
Wind Speed and Exposure
Ground
Panel
Wind Speed and Exposure
Snow Load
Gauge
Exposure B Exposure C
Snow Load
Gauge
Exposure B Exposure C
Snow Load
Gauge
Exposure B Exposure G
Snow Load
Gauge
Exposure B Exposure C
(ps
(in)
85 111 90 1 85 90
(psf)
(in)
85 90 85 90
(psf)
(in)
85 1 90 85 90
(ps
(in)
85 90 85 90
10
0.018
11'-0"
11'-0"
V-10"
8'-2"
10
0.018
5'-11"
5'-11"
4'-1"
T-10"
10
0.018
T-7"
T-7"
6'-11"
6'-10"
10
0.018
8'-6"
8'-6"
T-8"
7'-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--
0'-7"0.032
10'
0.032
16'-1"
16-1"
15'-1"
14'-3"
5'
0.032
15'-0"
15'-0"
14'-1"
13'-3"
10'
0.032
12'-11"
12'-11"
12'-5"
11'-11"
5'
0.032
13'-10"
13'-10"
13'-2"
12'-5"
14'
0.036
17'-2"
17'-2"
16'-1"
15'-3"
6'
0.036
16'-0"
16-0"
15'4"
14'-2"
MAX
0.036
1 13'-5"
13'-5"
12'-11"
12'-5"
MAX
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"
3'-2"
20
0.018
6'-7"
6'-7"
6'-1"
6'-1"
20
0.018
7'-4"
7'-4"
V-10"
6-10"
LIVE
0.024
11'-5"
11'-5"
10'-11"
10'-6"
LIVE
0.024
10'-8"
10'-8"
9'-1"
9'-1"
LIVE
0.024
8'-7"
8'-7"
8'-0"
8'4"
LIVE
0.024
9'-2"
9'-2"
8'-0"
8'-6"
MAX
0.032
13'-7"
13'-7"
13'-0"
12'-5"
7'
0.032
12'-7"
12'-7"
12'-0"
11'-6"
MAX
0.032
11'-6"
11'-6"
11'-1"
10'-8"
7'
0.032
11'-10"
11'-10"
11'-3"
10'-10"
0.036
14'-6"
14'-6"
13'-10"
13'-3"
0.036
13'-6"
13'-6"
12'-11"
12'4"
0.036
12'4"
12'-0"
11'-5"
11'4"
0.036
12'-7"
12'-7"
12'-0"
11'-6"
25
0.018
8'-6"
8'-6"
T-10"
T-7"
25
0.018
T-10"
T-10"
3'4"
T-2"
25
0.018
6-7"
6'-7"
6'-1"
5'-11"
25
0.018
TA"7'4"
6-10"
6'-7"
0.024
11'-5"
10'-11"
10'-6"
10'-6"
0.024
10'-8"
9'-9"
9'4"
8'-6"
0.024
8'-7"
V-7"
8'-0"
T-9"
0.024
9'-2"
9'-2"
8'4"
8'-3"
0.032
13'-7"
13'-0"
12'-5"
12'-5"
0.032
12'-7"
12'-0"
11'-6"
11'-6"
0.032
11'-6"
11'-1"
10'-8"
10'-8"
0.032
11'-10"
11'-3".
10'-10"
10'-10"
0.036
14'-6"
13'-10"
13'-3"
13'-3"
0.036
13'-6"
12'-11"
12'-4"
12'4"
0.036
12'-0"
1 11'-5"
11'-0"
11'-0"
0.036
12'-7"
12'-0"
11'-6"
11'-6"
30
0.018
8'-2"
T-10"
7'-7"
7'-4"
30
0.018
T-7"
T-4"
3'-2"
2'-10"
30
0.0186'-4"
6'-1"
5'-11"
5'-8"
30
0.018
7'-1"
6'-10"
6'-7"
6'-5"
0.024
10'-11"
10'-6"
9'-5"
9'-1"
0.024
9'-5"
9'-1"
8'-6"
7'-11"
0.024
8'-3"
8'-0'
T-9"
7'-6"
0.024
8'-10"
8'-6"
8'-3"
8'4"
0.032
13'-0"
12'-5"
11'-11"
11'-11"
0.032
12'-0"
11'-6"
11'-1"
11'-1"
0.032
11'-1"
10'-8"
9'-7"
9'-3"
0.032
11'-3"
10'-10"10'-5"
10'-5"
0.036
13'-10"
13'-3"
12'-9"
12'-9"
0.036
12'-11"
12'-4"
11'-10"
11'-10"
0.036
11'-5"
11'-0"
10'-7"
10'-7"
0.036
12'-0"
11'-6"
11'-1"
11'-1"
40
0.018
7'-4"
7'-4"
6-11"
6-9"
40
0.018
T-2"
3'-0"
2'-8"
2'-6"
40
0.018
5'-8"
5'-8"
5'-5"
5'-3"
40
0.018
6-5"
6-5"
6'4"
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"
7'-1"
6-10"
0.024
8'-0"
8'-0"
7'-6"
7'-4"
0.032
11'-6"
1 V-6"
11'-2"
10'-10"
0.032
10'-8"
10'-8"
9'-5"
9'-2"
0.032
9'-3"
9'-3"
8'-9"
8'-6"
0.032
9'-5"
9'-5"
V-10"
8'-7"
0.036
12'4"1
12'-4"
111'-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'-2"
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
5'-7"
5'-7"
5'-4"
5'-3"
0.024
T-11"
T-11"
T-7"
T-5"
0.024
6'-1"
6'-1"
5'-6"
5'-4"
0.024
6'-6"
6'-6"
6'-3"
6'-1"
0.024
7'-0"
7'-0"
6'-8"
6'-6"
0.032
9'-5"
9'-5"
9'-0"
V-10"
0.032
8'-9"
8'-9"
8'-4"
8'-2"
0.032
8'-1"
8'-1"
7'-9"
T-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"
9'-0"
8'-9"
0.036
8'-4"
8'-4"
8'-0"
T-10"
0.036
8'-9"
8'-9"
8'-5"
8'-2"
I ,..., -I ,....., %---.. -1 Mk$L'C'4A'--' ' IAbLt 4.0--_ .- _r KG rz y./
Dble 2x6.625 0.036 5' 10' MAX 7' 11' 15' 5' 7' 10' 12'
RF Fascia 0.036 6' MAX MAX MAX MAX MAX 5' MAX MAX MAX
3x8 0.036 6' 12' MAX 9' 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
HeadersiGauge 1 1 2 1 3 1 1 2 1 3 1 I 2 I 3 1 4
(in)
90 mph
Exp
B
90 mph
Exp
C
110 mph Exp C
Dble 2x6.625
0.018
4'
8'
MAX
3'
5'
MAX
2'
4'
S'
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
0.0327'
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
USE OF FOAM CORE SANDWICH PANELS WILL
REQUIRE THE USE OF A REGISTERED DESIGN
PROFESSI❑NAL TO COMPLY WITH EXISTING
ICC ESR
FOAM CORE SANDWICH PANEL
W/ CURRENT ICC ESR
. ♦ . . ♦ . . • . ♦ ♦ ♦ ♦ . . . ♦ . . . . .
♦ . • .. ♦ ♦ . ♦ . ♦ . ♦ ♦ . . ♦ ♦ . . ♦ ♦
♦ ♦ . ♦ ♦ ♦ • ♦ ♦ • ♦ . ♦ . • ♦ ♦ ♦ ♦ .
..........*1+.+++.++++...+++++++++ ...........
♦.......... ...........
♦.♦........ .......♦.♦.
. ♦ ♦ . . . . ♦ ♦ ♦ . . . ♦ ♦ . ♦
....♦...... ...........
........... ...........
• ♦ ♦ ♦ . ♦ ♦ . ♦ . . ♦ ♦ . • . ♦ . ♦ . . .
.......♦... ..........♦
.r .......♦ ........
....... ..........
.. .... ...........
........... ...........
♦ . ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ . ♦ . ♦ . . ♦ ♦ ♦ .
♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ . ♦ ♦ ♦ ♦ . ♦ ♦
. . ♦ .. . . ♦ ♦ • ♦ .. ♦ . • • ♦
♦ ♦ ♦ . . . ♦ ♦ . ♦ . ♦ ♦ ♦ . ♦ ♦ . ♦ . . .
♦ ♦ . ♦ . ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ . ♦ ♦ . ♦ . .
. . ♦ ♦ ♦ ♦ ♦ ♦ ♦ . ♦ ♦
♦ . ♦ . ♦ ♦ ♦ . ♦ . . . . • . • ♦ .
Header
I METAL SKIN-'
N1 SANDWICH PANEL TO
HEADER C❑NNECTI❑N
OCT 20 2011
ICC ESR 1398 2009 IBC) 10/11/2011
2'x6' ALUM FLAT PANEL i
t N2 t=0.018' 30041-136
t>0.018' 30041-134 F
92 0.875
R0.125
RO.125 R0.153
R0.250 0.295 x-
2.000 1.958
0.363
F- 0.525 --i 1.060 f --
6.000
#8X1/2' SMS
@ 3' 0/C
ATTACH TO TOP OF HEADERS
PER TABLE 4.9 OR 4.10
2' x 6.5' Rafter
Rafter Talls
I N5 NEWPORT FASCIA
DETAIL
2.5'x6' ALUM FLAT PANEL
N3 t=0.018' 30041-136
t>0.018' 30041-134
R= 0.2"
0.95" 0.92"
` R=.125"
5" R= 0.15"
3.0" • 167"
#8x1/2' J •167"
srts a •
3' o/c 6.00" -
ATTACH TO TOP OF HEADERS
PER TABLE 4.9 OR 4.10
FASCIA FROM Nl, N2, N4 OR N10
- #10 SMS @ 6' 0/C
Structural Panel
SEE TABLE 4.9 OR 4.10
0.042'x3'x8'
4iHeader
Post
1 1.500
1.625
R=.125" j 1-
// 1.625 L
#10 SMS @ 6' 0/C
FASCIA CAN BE
ROLLED FOR
3 DIFFERENT
PANEL HEIGHTS
FOR 2', 2.5'
AND 3.5' PANEL
HEIGHTS
1.625 0.316 -J0.75
SIDE FASCIA IS
2.00 NOMINAL .018'
1.62s IN THICKNESS.
-- 3.00 --
N 4 6 1/2" ROLLFORMED HEADER
(3004-H34 ALUM. ALLOY)
FOUR #14 SD SCREWS EACH
SIDE FOR FOOTINGS UP TO d=28"
SEE NOTE
AT RIGHT
2"X 6 1/2"
3"X 3" SIDEPLATES
POST
ALUM. FOOTING
BRACKET
V8'0 GALVANIZED HILTI
HIT-HY 150 MAX
• ;•a ADHESIVE ANCHOR (ICC ESR
w tiv: " ° • o2262) W/ 2.25' EMBED AND j
• '1- 0 WASHER OR EQUIVALENT
SLAB OR FOOTING. SEE DETAIL BM
N8 BRACKET FOR CONNECTING POST TO SLAB
OR FO❑TING (6063-T6 ALUM ALLY)
SINGLE SPAN ATTACHED UNITS ONLY
A 5208 TENNYSON PARKWAY
SUITE 100
C?L BUIIDIlVCPRODUCfS,BVC ai eun WYec 7snga
NTS for New
Page 40 of 60 Engineer's Stamp avE n
NP01-2009
Patio
1 of 4
SO 1n COVER 6 n POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA:
12 Gauge
x3"x8" Steel C Detail T
Double 16Ga x3"x8" Steel C Detail T and AY Double 12Ga 3"x8" Steel C Beam (T and AY)
TABLE 6.8
Attached Freestanding or
Attached Freestanding or Attached Freestanding or
34
Structure Multis an Units
Structure Multis an Units Structure Multis an Units
_
GROUND TRIG POST POST MAX
MAX POST LENGTH
X POST LENGTH MAX MAX POST LENGTH
MAXLF
SNOW WIDTH SPACING REO'D POST
MIN FOOTER 8' I 17 I 1S
POST MW I12'I1S POST MIN FOOTER 8' I 17 I 15'
LOAD (FT) ON SLAB FOR SPACIN
POST SIZE CONSTRAINED FOOTS
SPACIN POSTTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS(PSF)
(FT) SLAB (FT)
TYPE 'd" 'd" 'd' -d'
(FT) TYPE -d' 'd"(FT) TYPE 'd' 'd' 'd' 'd'Com)
LIVE
On On n)
CN) On On) On On (in)
10 -
5•
13'-7" ` V A
17"-6'
D
34
34
3618'-10'
35
18'4'
D
35
35
37
36
24'-6"
0
38
38
39
38
LIVE
5.5
12'-4" A
16'6*
D
34
34
36
35
17'-11"
D
35
35
36
35
23'-9"
E
39
39
39
38
LOAD
6
114" A
151-8"
D
35
35
35
34
1T-2"
D
36
36
36
35
23'-1'
E
39
39
39
37
ONLY
6.5
10'-5" A
14'-10"
D
35
35
35
34
16'-S'
0
36
36
36
35
22'-5"
E
40
40
40
37
39
7
91-8' A
14'-2"
D
35
35
35
33
15-9"
D
37
37
37
34
21'-11"
E
41
41
41
37
E
7.5
9'-1' A
13'-7"
D
36
36
36
33
15'-2"
D
37
37
37
34
21'-5'
E
41
41
41
37
20'-0"
8
8'-0" A
13'-0"
D
36
36
36
33
14'-0"
D
37
37
37
34
20'-11"
E
42
42
42
37
36
8.5
8'-0" A
12'-6"
D
36
36
36
33
14'-2"
D
38
38
38
33
20'-6"
E
43
43
43
38
36
9
7'-6" A
12'-0'
D
36
36
36
32
13'-9"
D
38
38
38
34
20'-2'
E
43
43
43
38
37
9.5
T-2" A
11'-7"
D
37
37
37
32
13'4"
D
38
38
38
34
19'-9"
E
44
44
44
39
37
10
6'-9' A
11'-2"
D
37
37
37
32
13'-0"
E
39
39
39
34
19'-5"
E
44
44
44
39
E
10.5
6'-5" A
101-10"
D
37
37
37
33
17-7"
E
39
39
39
34
19'-2'
E
45
45
45
40
11'-3"
11
64 A
-6'
10'"
D
37
37
37
33
17-3"
E
39
39
39
35
18'-10"
E
45
45
45
40
36
11.5
5'-11" A
10'-2'
D
37
37
37
33
1Z -V`
E
39
39
39
35
18'-7"
E
46
46
46
40
36
12
5'-8' A
9-11"
D
37
37
37
1r-1"
11'-0"
E
40
40
40
18'4"
E
46
46
46
1 38
36
13
T-2' A
9'4"
D
38
38
38
38
11'-2"
E
40
40
40
1 45
1T-9"
E
47
47
47
20
5
7"-1' A
17'-0"
D
30
30
33
35
18'4'
D
31
31
33
36
24'-1"
E
34
34
36
38
LIVE
5.5
6'-5' A
16'-0"
D
30
30
32
35
1T-5"
D
31
31
33
35
234'
E
34
34
35
38
LOAD
6
5-11" A
15'-2"
D
31
31
32
34
16'-8"
D
32
32
33
35
22'A'
E
35
35
35
37
ONLY
6.5
5'-5' A
14'4"
D
31
31
32
34
16'-W
0
32
32
32
35
22'-1'
E
36
36
36
37
39
7
5'-1" A
13'-8'
D
31
31
31
33
154"
D
32
32
32
34
21' 6"
E
36
36
36
37
E
7.5
4'-9" A
13'-1"
D
31
31
31
33
14'-9"
D
33
33
33
34
21'-0'
E
37
37
37
37
20'-0"
84'-5"
A
12'-7"
D
32
32
32
33
14'-3"
D
33
33
33
34
217"
E
37
37
37
37
36
8.5
4'-2" A
12'-1"
D
32
32
32
33
13'-9'
D
33
33
33
33
20'-2"
E
38
38
38
38
36
9
T -11 A
11'-7'
D
32
32
32
32
134"
E
34
34
34
34
19'-9'
E
38
38
38
38
37
9.5
Y-9" A
11'-2'
D
32
32
32
32
13'6
E
34
34
34
34
19'S'
E
39
39
39
39
37
10
3'-6' A
101.10"
D
32
32
32
32
17-7"
E
34
34
34
34
19'-1"
E
39
39
39
39
E
10.5
3'4" A
10'-5"
D
33
33
33
33
17-3"
E
34
34
34
34
18'-9"
E
40
40
40
40
11'-3"
11
T-2" A
IVA"
D
33
33
33
33
11'-11"
E
35
35
35
35
181-6"
E
40
40
40
40
36
11.5
3'-1' A
9-10'
D
33
33
33
33
11'-T
E
1 35
35
35
35
18'-3"
E
40
1 40
40
40
20
"5•
7'-1'- --A
Freestanding or
151-6'
D
33
33
35
37
1T-0"
D
34
34
36
38
22'-11"
E
37
37
38
41
LIVE
5.5
6'-5"
A
14W'
D
33
33
35
37
16'-2"
D
34
34
35
38
22'-2"
E
38
38
38
40
LOAD
6
S-11'
A
13'-10"
D
33
33
34
36
15-5"
D
35
35
35
37
21'-7"
E
39
39
39
40
ONLY
6.5
5'-5"
A
13'-1'
D
34
34
34
36
14'-9'
0
35
35
35
37
21'-0'
F
39
39
39
40
4'
7
5'-1"
A
12'-6'
D
34
34
34
36
14'-r
D
35
35
35
37
20'-0'
E
40
40
40
40
7.5
4'-9"
A
11'-11"
D
34
34
34
35
13'-8'
E
36
36
36
36
20'-0"
E
41
41
41
41
8
4'-S"
A
t1' -S"
D
34
34
34
35
13'-Z"
E
36
38
36
36
19'-7'
E
41
41
41
41
8.5
4'-2"
A
101.11"
D
35
35
35
35
12'-9"
E
36
36
36
36
19'-2'
E
42
42
42
42
9
3'-11"
A
101-6"
D
35
35
35
35
174"
E
37
37
37
37
18'-10"
E
42
42
42
42
9.5
T-9'
A
10'-Y
D
35
35
35
35
11'-11"
E
37
37
37
37
18'6
E
43
43
43
43
10
3'-6"
A
TAG,
D
35
35
35
35
11'-7"
E
37
37
37
37
18'-2"
E
43
43
43
43
10.5
3'4"
A
91-6'
D
35
35
35
35
11'-3"
E
37
37
37
37
1T-11"
E
44
44
44
44
11
T-2'
A
T-2"
E
36
36
36
36
1114"
E
38
38
38
38
17'-6"
E
44
44
44
44
11.5
3'-1"
A
8'-11"
E
36
36
36
36
101-W
E
38
38
38
38
1r-1"
E
44
44
44
44
12
1 7-11'
A
8'-7"
1 E
1 38
36
1 36
36
101-F
E
38
38
38
38
16'-9'
E
45
45
1 45
1 45
GENERAL INSTRUCTIONS FOR THESE TABLES
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
S. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR
CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2
6. CHOOSE A HEADER FROM THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.8
12 Gauge x3"x8" Steel C Detail T
Double 16Ga x3"x8" Steel C Detail T and A[Double12Ga 3"x8" Steel C Beam and AY
TABLE68 Attached
Freestanding or
Attached Freestanding or
Attached Freestanding or
Structure
Multis an Units
Structure Mullis an Units
Structure Mullis an Units
GROUND TRIB POST POST MAX
MAX POST LENGTH
MAX MAX POST LENGTH
MAX POSTLENGTH
SNOW WIDTH SPACIN REO'D POST MIN FOOTS
a- I 17 I 15'
POST MW FOOTS 8' I 12' I 1S
a' I 12' I 1SLOAD
(FT) ON SLAB FOR SPACIN POST SIZE
CONSTRAINED FOOTER
SPACIN POST SIZE CONSTRAINED FOOTE
POST SIZE CONSTRAINED FOO
(PSF) (FT) SLAB (FT) TYPE 'd"
'd' 'd" 'd'
(FT) TYPE 'd" "d' 'd' 'd'TYPE
'd' 'd' 'd' 'd'
On
M On On)
0nI m) (in) On)
M) M On) M)
30
5
5141'
A
16'-0"
D
29
29
32
35
1T5'
D
30
30
33
35
23'-W
E
33
33
35
38
B
5.5
1-2"
A
15'-0"
D
30
30
32
34
16'-7"
D
31
31
33
35
27-7'
E
34
34
35
37
9'
6
4'-9'
A
14'J"
D
30
30
32
34
15'-10"
D
31
31
32
34
21'-11"
E
35
35
35
37
Na
6.5
4'4"
A
13'-6"
D
30
30
31
33
15'-2"
D
31
31
32
34
21'4"
E
35
35
35
37
4'
7
4'-1'
A
12'-1(r
D
30
30
31
33
14'-7"
0
32
32
32
34
20'-10'
E
36
36
36
37
7.5
T-9"
A
12'-3'
D
31
31
31
33
14'-0'
D
32
32
32
34
2014"
E
36
36
36
36
8
3'-0'
A
11'-9"
D
31
31
31
32
13'-6"
E
32
32
32
33
19'-11"
E
37
37
37
37
8.5
3'4'
A
1114"
D
31
31
31
32
13'-1"
E
33
33
33
33
19'6
E
37
37
37
37
9
3'-2'
A
10'-10"
D
31
31
31
32
12'-8"
E
33
33
33
33
11
E
38
38
36
36
9.5
3'-0'
A
1016
D
31
31
31
32
17-3"
E
33
33
33
33
18'-9"
E
38
38
36
36
10
2'-1D"
A
101-1"
D
32
32
32
32
11'-11"
E
33
33
33
33
18'-0"
E
39
39
39
39
105
2'A'
A
9-9"
D
32
32
32
32
11'-7"
E
34
34
34
34
18'-Z"
E
39
39
39
39
30
5
5141"
A
14'4"
D
32
32
35
37
15'-11"
D
33
33
35
38
271"
E
37
37
38
40
B
5.5
51-2"
A
13'6
D
32
32
34
36
15'-2"
D
33
33
35
37
21'-3"
E
37
37
38
40
9'
64'-9'
101
A
12'-9"
D
32
32
34
36
14'-5"
D
34
34
35
37
20'-8"
E
38
3a
38
40
Na
6.5
4'4'
A
12'-1"
D
33
33
33
35
13'-10"
D
34
34
34
36
20'-1'
E
39
39
39
40
4'
7
4'-1'
A
1116
D
33
33
33
35
13'-3"
E
35
35
35
36
19'-8"
E
39
39
39
39
75
T-9"
A
111-0'
D
33
33
33
35
12'-9"
E
35
35
35
36
194"
E
40
40
40
40
8
3'-6'
A
1016
D
33
33
33
34
12'-3"
E
35
35
35
36
18'-V
E
41
41
41
41
85
3'4'
A
1911'
D
34
34
34
34
11'•10"
E
35
35
35
35
18'•5"
E
41
41
41
41
9
3'-2-
A
9'-8"
D
34
34
34
34
11'•6"
E
36
1 36
1 36
1 36 11
18'-1"
1 E
1 42
1 42
1 42
1 42
OVER-
Post Description
Max POST Detail
Hot Code
TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
9'
A
AC
0.042"x3"x8" Aluminum Post
11'
HANG
N30
0.024"Post with Sideplates
12'
B
PROJECTION OF SINGLE SPAN STUCTURES (FT)
Clover 0.030"x3"x3" Alum
11'
B
N11, AH
Clover 0.040"x3"x3" Alum
12'
B
(FT)
6'
T
8'
9'
10' 11' 12' 13' 14' S'
16'
17'
18'
19'
201
21'
22'
0'
3'
3.5'
4-
4.5'
-1
S 5.5' 6- 6.6 T 7.5'
8'
8.5
9'
9.5'
101
10.5
11'
1'
39
4-
4.5'
S'
55' 6' 6.5' T 75 8'
8.5'
9
9.5
10'
10.5'
11'
11.5
2'
n/a
Na
Na
Na
Na 6.5' T 75 8' 8.51
9
9.6
101
109
11'
11.5
12'
3'
Na
Na
Na
n/a
Na Na Na Na Na Na
9.5
IV
10.5'
11'
11.5
12'
12.5
4'
Na
Na
Na
Na
Ida Na No Na NO Na
Na
n/a
Na
Na
Na
12.5'
13'
TABLE 6.3 Post Requirements
for Attached Single Sp an Structures
Post Description
Max POST Detail
Hot Code
vnn "0.5"x1.5" Scroll
9'
A
AC
0.042"x3"x8" Aluminum Post
11'
B
N30
0.024"Post with Sideplates
12'
B
N16, SK
Clover 0.030"x3"x3" Alum
11'
B
N11, AH
Clover 0.040"x3"x3" Alum
12'
B
N11 AH
Colonial 0.062" Extruded
12'
C
IAE
0.041"x3"xWSteel Clover
12'
D
N1t,AH
0.041"x3"x3" Steel Clover
8'
E
N11, AH
3/16"x3"x3" Steel Square
15'
H
N17 AG
1/4""x3"x3" Steel Square
15'
1
N17 AG
3/16"x4"x4" Steel S uare
15' 1
J
IN17.AG
1/2"x4"x4" Steel Square
15'
K
N17, AG
S. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN
TABLE 6.8 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT
FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4
9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7
10. USE THE APPROPRIATE DETAILS (N1 -N35 or A -BM)
FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
SLAB 9. FOLLOW 9-10 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLE:
ICC ESR 1398 (2009 IBC) 10/11/2011 Page 39 of 60
TABLE 6.4 Post Requirements for
Freestanding Structures or Multis an Attached Structures
Post Description
Maximum
Footing
Max
Haight
POST
I Code
0.041"x3"x3" Steal Mover
0.041"x3"x3" Steel Clover
d=
d= 21"
8'
B
N11 AH
N11 AH
3116"x3"x3" Steel Square
d= 28"
12'
C
N17 AG
3/16"x3"x3" Steel Square
d= 28"
8'
D
N17, AG
114"x3"x3" Steel Square
d= 28"
12'
D
N17 AG
3/16"x4"x4" Steel Square
d= 28"
12'
E
N17 AG
1/2'x4"x4" Steel Square
d= 37"
12'
D
N17 AG
1/2"x4"x4" Steel Square
d= 31"
15'
D
N17, AG
Amerimax Building Products
5208 Tennyson Parkway /
Plano, Texas 75024
Carl Putnam, P. E.
3441Ivylink Place
Lynchburg, VA 24503
carioulnamt7n comcast.nel
OCT 20 2011
' 2.5' .
a I— .641 #10 SMS
COVER PANEL @ 6' ❑/C
SEE TABLE 4.10 4.656 1.000
75, ENCLOSED IN
7.DETAIL N30 0.0750
TYPICAL 2.000
12 (t= 0.105') or
16 Go, (t= 0.059')
0875" TYP. I--- -- 4.043
I
STEEL "C"- CHANNEL HEADER N 10 CALIFORNIA FASCIA
N9 (STEEL A-653 Fy=50 KSI) (ALUM 6063 T6)
3' x 3' METAL POST
CFF GENERAL NOTE 19
EIGHT #14 SMS
TWO 3/8' X5' LAG SCREWDETAIL N8
W/ 1'0 STEEL WASHER 0
ONE ON EACH SIDE 00
OF POST THESE DETAILS ARE LIMITED
TO 110 mph EXPOSURE B AND
100 mph Exp C
DOUGLAS FIR
LUMBER FLOOR
JOIST OR HEADER
N12
ATTACHED STRUCTURE POST
TO DECK FLOOR JOIST
3.00'
N 14 0.024° OR
0.040" TYP.
3' ALUM SQUARE POST 3.00-
t =0:024' 30041-134 R=.093
t =0.040' 31051-126 TYP.
ICC ESR 1398 (2009 IBC) 10/11/2011
all 4•
3" or 4" or
--- 3' or 4' ---
0.28
t= 0.030' ALUM
= 0.040'; ALUM
= 0.041' STEEL
NOTE
POSTS MAY BE TRIMMED w/FLEX
ALUM.- FACING.
3" ALTERNATE POST
N 1 1 (3105-1-125 ALUM. ALLOY OR
A-653 Fy=40 KSI STEEL)
021' STEEL BY - 33 160
e• BRACT IS VID
LNIV E
L9® tEWER B01RDoaq Flr)
SEE GENOtAL N rE iy
ALUM
PANEL MANGE7t /u■1s•
{NOS'
TOP MOUNT even
L % w
SEETABLE 7
FIIt FASTENERS I' MIN GAP
BETWEEN
LEDGER AND RD F
TO ALLOW DRAINAGE
TOP MOUNT BRACKET
ASTM A500 GRADE A
STEEL POST
N17 SEE GENERAL NOTE
#9 FOR C❑RR❑SI❑N
PR❑TECTI❑N
Page 41 of 60
2' r 2;
0.024' 0.024'
6 5/8'
0.024'
3'
.L
3'
3' SQUARE COLUMN
(3004-H34 ALUM. ALLOY)
N 1 6 2' x 6.5' SIDEPLATES
(3004-H34 ALUM. ALLOY)
SIDEPLATE CONNECTION DETAIL
#101.5" SCREWS
6 PLACES
EXISTING EAVE
OF WOOD FRAMING
0.125'x1.5"x1.5"•
STEEL (Fy = 33 KSI)
BRACKET. 1" SPACING
BETWEEN SCREWS
Live
MAX.'.'L" FOR TOP
Load
WindlSpeed_dOR
SIDE MOUNT
(psf)
and E16"o/c
24"olc10
85 mp-
20'-V' - 13'-7"
90 mph Exp B
18'-3" 12'-2"
105 mph Exp B
13'-r' B'-11,
110 mph Exp B
12'•8" B'-3"
85 mph Exp C
14'wW' W.10"
90 mph Exp C
13'-3" W-10"
20
105 mph Exp C
W-lW' W-7"
110 mph Exp C
9'-0" 6'-D"
TOP MOUNT BRACKET NOT ALLOWED
IN SNOW LOAD AREAS
SEE GENERAL NOTE #9 FOR
CORROSION PROTECTION
1.5' 0.125'
r IT
STRUCTURAL PANEL
N18
ALTERNATIVE EAVE ATTACHMENT
2x OF LEDGER BOARD
SIDE MOUNT BRACKET
ALL HOUSE PENETRATI❑NS
MUST BE COMPLETELY
LAVE OVERHANG AND 'L' MUST PERMANENTLY SEAL
ALSO COMPLY WITH DETAIL N21 Q rP ,
VIL Q
FOFCALI 00
OCT 20 2011
A' ' NAmeaA 5208 TENNYSON PARKWAY
SUITE 100
( %L BUIL DDVG PRODUCTS, INC PLANO TEXAS 75024
DRAWN if
BEJ/CP
NTS omponen Parts Connection a al s
for Newport Patio Structures
Engineers Stamp DATE, U
NP02-2009 2 of 4
20 GA ASTM A653 GRADE 33 STEEL BRACKET UvelSnow Load RAFTER MAX DISTANCE To FIRST ROW OF POSTS -V 4 • 4- #14 SMS -ry •2S
rO'JNLE
R #8 SCREWS INTO RAFTER AND Said Coyer W1nd SI2E EAVE OVERHANG EACH SIDE I .50'
FASCIA CA- OIC) 6" 1 12" 187 2, 30^
PER RAFTER ROOF COVERING IS MAX IO pd 2x4 21•-0 m9• 17a r-1• 3-W
3 PSF. HEAVIER ROOF MP B 2x5 21'-W 21'.a 21'a 21•V1RAFTER •COVERING SHALL REQUIRE 2xa 21'.0• 21'0' 21' 21:0' 21-0 T 80.2.75'
ADDITIONAL ENGINEERING to d 2x4 21-0' 19-3• 119• n1• 3.8• 6
DETAIL "A" ANALYSIS 90"C
Exp C 2x6 21'W 21.0 2170• 21.0 I5' -r 3'X 8' ALUM. HEADE 1'0-
zxa 21-0• 21'V z14Y 21'-0' 214Y I
2X DF WOOD 2'x WOOD FRAMING 20 Fd 2x4 14-4' taw V -w 3-6• 1 -Ur .078'1 a I I
FASCIA DOUGLAS FIR -LARCH (NORTH) 105 MPH Exp B us u 14%W 140• 11'.11 e-6• 2'X 6 1/2'X .024' ♦ FFA~2225yyy III r
SEE DETAIL #2 ORf BTR zxa 14-0- 14-0• 14 r 14'0 14'0 ALUM. SIDEPLA #14 x 3/4' SMS
AO RO 25 pd 2x4 13W 5-1T 3'3' F_1' 1-5'
WINGER \ 105 P Exp US 131• 13'-T I3' 11-4- 8-1'
1 ua 13:6• 1ss 13c 13.0• 13*6• 3' x 8' ALUM. HEADERStRUMMAL
+
PAN / 30 Pd 2x4 101T T -r 4.3• Pa• 01w 3"X 8" HEADER +
110 MP ExpC u6 1 ta•T f0 -r v -T 5••11• N2 4- 14 SMS
1/2• a 1 : 1a -r 1-9=Tr 14.r w -T (9 CONNECTION EAC SIDE
FASCIA 9 40 ed 2x4 a' -10 s1' a -r aw as 4- #14 SMS •2.0 1
SEE TABLE 7.5 FOR 2xa 8-1a s -t0 s 10• 6'a' 4 4
FASTENER SCHEDULE FOR MAXIMUM ALTERNATE EAVE 2xa IMIr s-16' b -IT 6-10• W -1a EACH SIDE 24' 0/C
SEEE GENERAL NOTE OVERHANG SEE sod u4 ss a0• a0 0 a0• 6063T5 ALUMINUM
SCHEDULE 0 RIGHr ATTACHMENT 2x6 6-S' ss ss 4-0• 7-21 ♦ BRACKET
#23 a 6-5 ss s 6.51 T -n•
#10 SMS 0 6' o/c ' Dau
2 aao s' WITH SIDEPLATES 2AAEM.' x 6 1/2 x .024 sS10NA
'E"D ALUM. SIDEPLATE Q? GPFZL F
00 6.1 9
5' .
6.50'
6' OR 12' WIDE ® 0.04O'X3'X3' DOUBLE 2"x 6.5" or 3"x 8"
STROCTURAL PANELS 1/2 - X14 SMS ALUM POST HEADERS IN PLACE OF vi
0'
® EACH SIDE POST & S DEPLA3"X 8" HEADER TIESH FOFCALIFOQ \P
o.oao•x3•x3• ® 27X 6 1/2' ALUM. 24. O/C
6. —ROUHEA ER m ALUM PUS -1 SIDEPLATES.— TYP v 3"X 3" POST OCT 20 2011
WITH SIDEPLATE S END VIEW
3.00' — { DOUBLE ALUM RAFTER
2'X 6 1/2'X 12' HANGER
ALUM. RAFTER
N24 HEADER CONNECTION ® 16' OR 24'
N23 ROLLFORMED HEADER 'N4' CONN. 0 C ROLLFORMED
DOUBLE 2'X6.625' HEADERS (DETAIL N31) HEADER
DETAILS TO STRUCTURAL PANELS N25 DOUBLE 3'X8' HEADER (DETAIL N30)
tiE
o.s• MI SEE TABLE 7.5 1.625'
FOR SPACING ING 27X 6 1/2' M. FASCIA 'L .I 6 N
rSMS 0 FOLLOW—
FOR SPACING: •0'
6' O.C. FOR 6' PANELS
/ 1.50" 12' O.C. FOR 12' PANELS N28 ALTERNATE -DECORATIVE
SEE TABLE 7.5 #10 SMS a FASCIA TRIM
MAX LOADS FOLLOWING
10 PSF 110 MPH EXP C 2.50' SPACING
30 PSF 110 MPH EXP B OR 3.50' 6' EL FOR /
20 PSF 105 MPH EXP C 062' PANELS 12' O/C
A -RAIL -SEE t=.06 2ORw 25 PSF 100 MPH EXP C / FOR 12' PANEL
DETAIL V T p 2.50' 30 PSF 95 MPH EXP C
1.50' OBUELDINGPRODUCrS,
Am i►YiaX 5208 TENNYSON PARKWAY
" UDED HANGER STRUCTURAL PANEL . SUITE 100
PLANO, TEXAS 75024
0.30"-(6063-76 ALUM. ALLOY) N27 ROLLFORMED HANGER oR wN M. 1rPE
1.50'r 0(3004-H34 ALUM. ALLOY) WN M.
NTS omponen Parts & ConnectionDetails
ICC ESR 1398 (2009 IBC) 10/11/2011 Page 42 of 60 Eirs Stamp a1E Fl for Newport Patio Structures
ngnee
- NP03-2009 173 of . 4