BPAT2015-0063ry rl
a
78-495 CALLE TAMPICO
Ct 0 D VOICE (760) 777-7125
LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011
COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 9/21/2015
Application Number: BPAT2015-0063 Owner:
Property Address: 57823 BARRISTO CIR MURRIETA APARTMENT INV 37
APN: 762500010 400 E RINCON STE 105
Application Description: CARNIE / DURALUM PATIO COVER AT BACKYARD CORONA, CA 0 z
Property Zoning: �
Application Valuation: $4,000.00 _ a
o z �
Applicant: Contractor: N 8 U
ANILOM INC DBA GOLD STAR CUSTOM PAINTING ANILOM INC DBA GOLD STAR CUSTOMrPAINTIN`Go
42-335 WASHINGTON STREET 42-335 WASHINGTON STRE o
SUITE F363 SUITE F363 W o
PALM DESERT, CA 92211 PALM DESERT, CA 92211
C!7 z
(760)641-7544 g
Llc. No.: 855623 �, o0
LICENSED CONTRACTOR'S DECLARATION I WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that I am licensed underprovisions of Chapter
I hereby affirm under penalty of perjury one of the following declarations:
9 (commencing with Section 7000) of Division 3 of th/Busin "ss and Professions Code,
I have and will maintain a certificate of consent to self -insure for workers'
and my License is in full force and effect.
compensation, as provided for by Section 3700 of the Labor Code, for the performance
License Class: C33 C51 License No.: 855623
of th work for which this permit is issued.
I have and will insurance,
Date? Z
maintain workers' compensation as required by
Contractor��
v
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:
OWNER -BUILDER ECLARATION
Carrier: _ Policy Number:
I hereby affirm under penalty of perjury th I am exempt from the Contractor's State
_ I certify that in the performance of the work for which this permit is issued, I
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
shall not employ any person in any manner so as to become'subject to the workers'
city or county that requires a permit to construct, alter, improve, demolish, or repair
compensation laws of California, and agree that, if I s ul6become subject to the
any structure, prior to its issuance, also requires the applicant for the permit to file a
workers' compensation provisions of Section 3700 o 6 Labor Code, II orthwith
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
comply with hose rovisions.
3 of the Business and Professions Code) or that he or she is exempt therefrom and the
Date: / i Applicant:
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a
permit subjects the applicant to a civil penalty of not more than five hundred dollars
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
($500).:
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
(1 I, as owner of the property, or my employees with wages as their sole
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF
compensation, will do the work, and the structure is not intended or offered for sale.
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not
INTEREST, AND ATTORNEY'S FEES.
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
APPLICANT ACKNOWLEDGEMENT
are not intended or offered for sale. If, however, the building or improvement is sold
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
within one year of completion, the owner -builder will have the burden of proving that
the conditions and restrictions set forth on this application.
he or she did not build or improve for the purpose of sale.).
1. Each person upon whose behalf this application is made, each person at whose
(_) I, as owner of the property, am exclusively contracting with licensed contractors
request and for whose benefit work is performed under or pursuant to any permit
to construct the project. (Sec. 7044, Business and Professions Code: The Contractors'
issued as a result of this application , the owner, and the applicant, each agrees to, and
State License Law does not apply to an owner of property who builds or improves
shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to
employees for any act or omission related to the work being performed under or
the Contractors' State License Law.).
following issuance of this permit.
(� I am exempt under Sec. . B.&P.C. for this reason
2. Any permit issued as a result of this application becomes null and void if work is
not commenced within 180 days from date of issuance of such permit, or cessation of
work for 180 days will subject permit to cancellation.
Date:
Owner:
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. Q.
Lender's
Lender's
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
construction, and hereby authorize representatives of this city to entePon tt
above menti ned property for inspection purposes.
Date: %/ 5 Signature (Applicant or Agent):
DESCRIPTION
FINANCIAL INFORMATION
ACCOUNT
QTY AMOUNT
PAID
PAID DATE
BSAS SB1473 FEE
101-0000-20306
0 $1.00
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $0.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
DEVICES, FIRST 20
101-0000-42403
0
$24.17
$0.00
PAID BY
METHOD
RECEIPT#
CHECK #
CLTD BY
,DESCRIPTION -
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
DEVICES, FIRST 20 PC
101-0000-42600
0
$24.17
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for ELECTRICAL: $48.34 $0.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
PATIO COVER, STD, OPEN
101-0000-42404
0
$97.17
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
PATIO COVER, STD, OPEN PC
101-0000-42600
0
$95.72
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $192.89 $0.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
SMI - RESIDENTIAL
101-0000-20308
0
$0.52
$0.00
PAID. BY ;
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.52 $0.00
TOTALS: $242.7S 00
Description: CARNIE / DURALUM PATIO COVER AT BACKYARD
Type: PATIO COVER Subtype: CITY STANDARD/PRE- Status: UNDER REVIEW
Applied: 9/21/2015 SKH
ENGINEERED - OPEN
Approved:
Parcel No: 762500010 Site Address: 57823 BARRISTO CIR LA QUINTA,CA 92253
Subdivision: TR 32225 Block: Lot: 10
Issued:
Lot Sq Ft: 0 Building Scl Ft: 0 Zoning:
Finaled:
Valuation: $4,000.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
CITY
Details: 195 SF TRELLIS PATIO COVER WITH RECEPTICAL AT REAR YARD [DURALUM] THIS PERMIT DOES NOT INCLUDE ELECTRICAL
INSTALLATIONS. 2013 CALIFORNIA BUILDING CODES.
CHRONOLOGY
CONDITIONS
CONTACTS
NAME TYPE
NAME
ADDRESSI
CITY
STATE
ZIP
PHONE
FAX
EMAIL
APPLICANT
ANILOM INC DBA GOLD STAR
CUSTOM PAINTING
42-335 WASHINGTON
STREET
PALM DESERT
CA
92211
CONTRACTOR
ANILOM INC DBA GOLD STAR
CUSTOM PAINTING
42-335 WASHINGTON
STREET
PALM DESERT CA
92211
OWNER
MURRIETA APARTMENT INV 37
400 E RINCON STE 105
I CORONA I CA
1 0
Printed: Monday, September 21, 2015 11:04:15 AM 1 of 2 V
SYSTEHIS
REVIEWS
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES
DATE 7
BOND INFORMATION
Printed: Monday, September 21, 2015 11:04:15 AM 2 of 2 cg?=
SYSTEMS
CLTD
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
BY
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$0.00
Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $0.00
BSA:
DEVICES, FIRST 20
101-0000-42403
0
$24.17
$0.00
DEVICES, FIRST 20 PC
101-0000-42600
0
$24.17
$0.00
Total Paid for ELECTRICAL: $48.34 $0.00
PATIO COVER, STD,
101-0000-42404
0
$97.17
$0.00
OPEN
PATIO COVER, STD,
101-0000-42600
0
$95.72
$0.00
OPEN PC
Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $192.89 $0.00
SMI - RESIDENTIAL 1
101-0000-20308 1
0
$0.52
$0.00
Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.52 $0.00
TOTALS:00
REVIEWS
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES
DATE 7
BOND INFORMATION
Printed: Monday, September 21, 2015 11:04:15 AM 2 of 2 cg?=
SYSTEMS
Bin #
City of La QuInta
Building 8T Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
``
Project Address:
Owner's Name:
A. P. Number:
Address:
Legal Description:
City, ST, Zip:
Contractor LAQ,& t2
Te phone: a, w
Address: Z S 9ki +0 St ut. hL j
�j(,
Project Description
City, ST, Zip:
Telephone: 1 b(? jj% 0
MCity
,� fw
�yl LLAC
State Lie. Lie. #;
e.: 0 Q.(!F it L wG O "—
Arch., Engr., Designer.
Address:
City., ST, Zip:
Telephone:
'�
Construction Type: Occupancy:
State Lie. #:
..v
Project type (circle one): New Add'n Alter Repair Demo
Name of Contact Pelson:
Sq. Ft.: / �p
# Stories:
# Units:
Telephone #,of Contact Person:
Estimated Value of Project
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calks.
Called Contact Person
Plan Check Balance •
Title 24 Calks.
Plans picked up
Construction
Flood plain plan
.Plans resubmitted
Mechanical
Grading plan
2°! Review, ready for corrections/issue
Electrical
Subeontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
Review, ready for correctionsfkssue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
Q I-=
CL
zoD0
DWv
C� ui >
UL- 0 o
0 0� cc:
J<°
_ D �-
Um
JOHN CARNIE
57823 BARRISTO CIRCLE
LA QUINTA,CA
-------------------
STUCCO
j PATIO j
i
-------------------
A o B o C o D tl E o F o G - o, H o 1 0 J
0
2
0
3
0
4
5 8LTV i
•--Ir
°
Vol 1
s_ -----
0
B
�I
�oFessiona/ Q�OFESSIO�A QRpFESSIq� ���1 K• R�
q 49725 J y Z LICENSED
DUSTIN C 72487 m S 5885 PROFESSIONAL
GIN ER
p i K No.
+,p� ZONA U.S' �h FOFCAUFO� of CI+E\F�
�e S
````11,11111111,,,,'
. N K. R K RQS,F
DUSTIN K. M/C'O �2
DUSTIN ROSEPINK�c�y - 20550 ° ROSEPINK O
00 �.ivs1ns 20460
�ioHlnnu�lWr``���ONAL �11.�`� °• 01986 _ CONAL
1 •
:TAt] ..I
`111\111111//,,,'
.�NCAIgO
081971PE
cn
r—
2
W
toW
co o0
1 M
� ZO U
041
1 -
Lu
LU W M
Co
rn
z co
00
rn
FESS 1(�
CID
o -/S588.5 �
�
OF CA\ -FFA
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
r
AHJ APPROVAL
REVISIONS
rnnau onre oEscFwnoN
a STEL Joe a 15-1071-1
ROFESSK.ROSFAt\al
EngneeES�/ri"NEF��O'LWASyh•/�,�y12202
<
SEAL
35
ROS��\``
- CNK. RCs�
UNAL
y p Nl\N6
111111111,11 _
{
DATE 3!312015
DRAWN BY MAP
CHECKED DKR
ADDITIONAL STATE
LICENSURE STAMPS -
SH - 50"
50 Of 50 SHEETS
I
0
2
0
3
4
A e B o C o 0 o E o F. o G o' H e 1 o JLl
0
e
s
o
s
0
ATTACHED &FREESTANDING
LATTICE COVERS
10 PSF LIVE
LOAD - 110,120,130 MPH - EXP. B & Cco
DBL. 3"x8"x0.042" BEAM
�r,1 W/ DBL. 12 GA. STL. INSERT
r -
�-
ATTACHED
FREESTANDING
�
=
MAx•POST FTG.
MIN.
MAx.POST FTG. MIN,
=
MAX.COL.
SPACING
0
a
j p
a,
ON SLAB
TO
SPACING (IN.)
POST
SPACING (IN.) POST
m 3
- 36
36 OF 50 SHEETS
(p) (g)
F
(SPAN) (1)
TYPE
(SPAN) (�) TYPE
13'-7"
5'
32'-0" 19
E
32'-0" 34 H
5'
p
32'-0" 21
31'-2" 36 K
r
6
29'-2" 19
E
29'-2" 33 H
,
6
29'-2" 22
28'-6" 36 I
9'-9'
7
27'-1" 20
E
27'-1" 33 H
,
7
�
27'-1" 22
4" 35 I
J
8'-6"
$
25'-3" 20
E
25'-3" 34
I'I
8
25'-3 23
24'-8" 34
J
7' -7-
9'
23'-1 21
E
23'-1 35 I
9'
�
3'-10" 23
23'-3" 34 H
6'-10"
1 p'
22'-8" 21
E
22'-8" 35
10'
a
22'-8" 24
22'-1" 35
6'-2"
11'
21'-s" 21
E
21'-8" 36
�
11'
O
21'-s" 24
21'-,,, 35
r'
5'-8'
12
20'-8" 22
E
0'-8" 36 K
,
12
20'-8" 25
20'-2" 36 J
}
ATTACHED
FREESTANDING
}
=
SPACING
� �
j
MAx.POST
MIN.
MAx.POST FTG. MIN.
a
ON SLAB
m �
SPACING
POST
SPACING (IN.) POST
m �
(2),(3)
(SPAN)
TYPE
(SPAN)TYPE
13'-7"5'32'-0"E32'-0"
F20
36K
5'
32'-0"
30'-3"38
N
11'x'
6
29'-2"
E
29'-2" 35 I
,
6
r
29'-2" 23
27'-8"1-7 37 K
9'-9"
7
27'-1" 21
E
27'-1" 35 I
7'
i
27'-1" 24
25'-8" 37 K
J
8'-6"
$'
25'-3" 21
E
25'-3" 34 H
25'-3 25
24'-0" 36 K
J
�,_7„
9'
23'-1 22
E
23'-1 35
I
�
3'-10" 25
22'-0" 35
BUIL f
6'-10.,
10'
22'
226
E
22'-22,-1" 335 I
0'
�
22'-8"
6 -2"
11
21'-8" 22
E
21'-8" 36
I
1
F
O
21'-8" 26
21'-1" 35
r
5'-8"
12
20'-8" 23
E
20'-8" 36 K
,
20'-8" 26
20'-2" 35 I
TE
"
E
}
ATTACHED
FREESTANDING
_
MAx•POST FTG.
MIN.
MAx.POST FTG. MIN,
=
MAX.COL.
SPACING
�o
So
12
20'-8" 24
Q�
ON SLAB
!a§
SPACING (IN.)
POST
SPACING (IN.) POST
m �
19'-," 36 I
(2).(3)
F
(SPAN) (1)
TYPE
(SPAN) (1) TYPE
�
13'-7"
5'
32'-0" 21
E
32'-0" 38 K
5'
Q
32'-0" 24
29'-4" 40
�%
11-4 „
6'
29'-2" 22
E
29'-2" 37
K
6'
r
29'-2" 25
6'-10" 39
9'-9"
7
27'-1" 22
E
36
K
,
7
7
27'-1" 25
38
J
8'-6"
$'
25'-3" 23
E
36 J
N,�_
8'
25'-3' 26
37 K
0
...�
7'-7"
�
9
23'-1 23
E
35 I
9
3'-10" 26
37 K
6--1 0 „
10
22'-8" 24
E
22'-8" 35 I
,
10
�
22'-8" 27
0'-10" 36 K
6 -2"
11
24
21'-8" 36 I
,
3
O
21'-8
2 �
W N �
1
uU)w�
W W co
MM
U �
�Zo�p
Q M
rn
FESS 1(�
S5.88.5 �
1
OF Cp0F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
J APPROVAL
OF LA QUINTA
G SAFETY DEPT.
IIN
E' CvN5TRUCTION
BY
REVISIONS
NARK DALE DESCRIPTION
4 STEL JOB # 757071-1
DATE 302075
DRAWN BY MAP
CHECKED DKR
LATTICE COVERS ATTACHED
& FREESTANDING
BEAM SPANS,
10 PSF L.L, 110-130 MPH
SH
- 36
36 OF 50 SHEETS
"
E
11
27
36 K
r
5'-8'
12
20'-8" 24
E
20'-B" 36 J
,
12
20'-8" 28
19'-," 36 I
- 36
36 OF 50 SHEETS
r
1
2
(L1 (fl o6
W ) N
Z w M
ULLI
c)
U)
WW M
M
o U �
�Z�
ao
�Q ch
rn
FESS I(��
o S58.85 �
OF OAl\EOQ'
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MORK WE DESCRIPTION
4 STEL JOS # 151071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
LATTICE COVERS ATTACHED
& FREESTANDING
BEAM SPANS,
10 PSF Ll,
A
o
B
o
C
o
D
N
E
o
F
o
G
o.
H
e
I
o
J
ATTACHED &FREESTANDING LATTICE COVERS - 10 PSF LIVE
LOAD - 110, 120,130
MPH
- EXP.
B
C
1
3"x8"x0.042" BEAM
3"x8"x0.042"
BEAM
DBL.
3"x8"x0.042" BEAM
J DBL. 2"x6.5"x0.042"
DBL. 3"x8"x0.042" BEAM
M W/ 14 GA. STL. INSERT
N W/ 12 GA. STL. INSERT
W/ DBL. 14 GA. STL. INSERT
D
}
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
=
SPACING
Q =
S �
_
Q
j p
FIG-
MAx POSr(l(N
MIN.
MAx.POST FTG.
MIN.
MAx.POST FTG.
MIN.
MAx.POST FTG.
MIN, MAx.POST FfG.
MIN.
MAx.POST FTG.
MIN.
MAx.POST FfG.
MIN.
MAx.POST FfG.
MIN. MAX -POST FfG.
MIN.
MAx.POST FfG. MIN.
^
m-
SPACING
POST
SPACING
IN.)
((1)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POSTSPACING
(IN.)
POST
mOZ)S(LAB(SPAN)
TYPE
(SPAN)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
�
c
31
G
17
22'-8"
31
G
29'-2"
18
29'-2"
33
H
13'-7"
5'
18'-0"
15
B
18'-0"
29
G
21'-8"
16
g
21'-8"
31
G
20'-9"
16
B
20'-9"
22'-8"
B
C
5'
2
O
18'-0'
18
17'-6'
31
21'-8"
19
21'-2"
33
H
20'-9"
18
20'-2"
33
H
22'-8"
19
22'-1"
33
H
29'-2"
21
28'-6"
36
I
r
16'-416
168
B
16'-4"
230
G
19'-9'9,-9"
1
C
19'-9
332
G
19'-0 9
17
B
19'-0
332
(j
20'-8"
0'- 20
120
C
20'- 20,-2"
332
G
26'-8L"---
121
E
26'-8"
335
H
6,
11,x„
6,
4
16 -0'
19
9,-3"
-0"
9
8' 6"
-8"
26'-0"
I
�
15'-2"
16
B
15'-2"
29
G
118-4"
17
C
18'-4"
30
G
17'-7"
17
C
17'-7"
30
C7
19'-2"
18
C
19'-2"
31
G
24'-8"
19
E
24'-
334
F'I
7'
9,-9„
�,
15'-2
19
14'-10"
30
18'-4"
20
17'-10'
31
17'-7"
19
17'-1"
31
19'-2"
20
19'-2"
32
24'-8"
22
D
8,
14'-314,-3
1
14'-
229
17'-
120
C
17'-
331
G
16'-6"
120
C
16'-6
331
G
18'-0''8'-0
121
C
18'-0"8'-0
331
C7
23' 23'-2'
222
E
23'- 22,-7'
333
H
8'
J
8'-6"
19
B
3'-10
G
7,-2
6'-9
16'-6"
J
,
9
13'-6"
17
13'-6"
30
16'-3"
18
E
16'-3"
31
G
15'-6"
18
C
15'-6"
31
G
17' -LL 0"
18
E
17'-0"
32
G
21'-1
20
E
21'-1
34
f'I
9'
T-7"
13'-6
19
C
13'-1'
30
G
16'-3"
21
15'-9"
31
15'-6"
20
15'-2"
31
17'-0"
21
17'-0"
31
21'-10'
23
21'-3"
34
3
12'-9"
17
12'-9"
30
15' 4"
18
E
15'-4"
32
G
14'-9"
18
E
14' 9"
32
G
16'-1"
19
E
16'-1"
32
C7
20'-9"
20
E
20'-9"
34
H
10'
W
6'-10"
10'
12'-9
20
C
30
G
15'-4"
21
15'-1"
32
14'-9"
21
14'x"
32
16'-1"
21
16'-1"
32
20'-9"
23
20'-2"
34
12'-2"
18
12'-2"
31
14'-8"
19
E
14'-8"
32
14'-1"
19
E
14'-1"
32
G
15'-4"
19
E
15'-4"
32
G
19'-9"
21
E
19'-9'9,_3,.
334
O
6'-2"
11'
12'-2'
20
C
11'-10"
30
G
14'-8"
21
14'x"
32
G
14'-1"
21
32
15'4"
22
15'-4"
32
19'-9"
24
r
11'-811
120
C
11'-811
331
G
14'-114'-1"
1
E
14'-113,-9"
332
G
13'-6 3,-0,�
121
E
13'-6
332
G
14'-9"4
122
E
14'-9
333
H
19'-0"9'-0"
21
E
19'-018'-6"
335
I
12'
D
5,_8„
12,
�-8'
-4
22
s 2"
9"
4'-9"
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTAND/NG
}
a=
4
=^
SPACING
¢ o
MAx•POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
j p
m�
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
m
LL
ON SLAB
(SPAN)
TYPE
(SPAN)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
.(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
�
(2) (g)
�
(1)
(1)
Z
18'-0"
16
18'-0"
31
G
21'-8"
17
g
21'-8"
33
20'-9"
17
B
20'-9"
32
G
22'-8"
18
B
22'-8"
33
H
29'-2"
19
C
29'-22"T-8"
337
I
5
O
13'-7"
5'
17 -8"
19
17'-0'
31
H
21'-4"
20
20'-7"
34
H
0 4
20
19'-8"
34
H
22' d"
20
C
21'-6"
35
I
28'-9"
22
K
D
�
16'-4"6
17
B
16'-415.-7'
330
G
19'-9"9'-7"
1
C
19'-9"8'-9"
334
G
19-0
18
B
191-0"8,-0"
333
G
20
121
C
20'-8
334
G
26
223
E
26'-
336
I
6,
11,x„
6,
-2"
9
21
H
8'-8"
C
H
20 �"
191-81,
H
26'-3"
2,5'-3"
K
15'-2"
17
B
15'-2"
30
G
18' 4"
18
C
18'-4"
31
G
17'-7"
18
C
17'-7"
31
G
19'-2"
19
C
19'-2"
32
G
24'-8"
20
E
24'-B"
336
H
7'
9'-9"
7,'
15'-0"
20
14'-4"
30
18'-1"
21
17'-x"
33
H
17'-3"
21
18'-8"
33
18'-10'
21
18'-2"
33
H
24'-4"
23
23'-6"
I
8'
14,- ..18
B
14'-3"
29
17'-2"
19
C
17'-2"
1
G
16'-6"
18
C
16'-6"
30
G
18'-0"
19
C
18'-0"
31
G
23'-2"
21
E
23'-2"
33
H
8,
5
J
8'-6"
14'=1' � 20
C
13'-6"
29
G
17-0
22
16'-3"--:---32
16'-2"
21
15'-7"
32
17'-8'
22
17'-1'
33
H
22'-9'
24
22'-0'
35
I
•� .
g'
13'-6" ;' ; :18
13'-6"
30
16'-3"
19
E
16'-3"
31
G
15'-6"
19
C
15'-6"
31
G
17'-0"
19
E
17'-0"
32
G
21'-1
21
E
21'-1
34
H
9'
7'-7"
13'-3"
' 21
C
12'-9'
30
G
16'-0"
22
15'-4"
32
15'-3"
22
14'-8"
32
22
16'-1"
32
21'-6"
24
34
�
1.2 -9
121
C
12'-912'-1'
330
15'-4"5,-2"
122
E
15'x"4,-7"
331
(j
14'-9
122
E
14'-9'4,-0"
331
Cj
16'-16'-10'
223
E
16'-1;
32
Cj
20'-
225
E
20'-99,-8"
334
H
10'
o?
�
6'-10"
10'.
2'-7:'
\7
4'-6"
20'-4"
12'-2" :
'19
12'-2"
31
14'-8"
20
E
14'-8"
32
14'-1"
19
E
14'-1"
32
G
15'-4"
20
E
15'-4"
32
G
19'-9"
22
E
19'-9"8'-9
334
� O
6'-2"
11'.
12 -0'
21
C
11'-7"
30
G
14'-6"
23
14'-0"
32
G
13'-10'
23
13'-4"
31
15'-2"
23
14'-7"
32
H
19'-6"
25
11'-8"1
.122
11'-811
331
14'-l"
223
E
14'-113'-a"
332
G
13'-6
223
E
13'-6"�.-9"
332
G
14'-9 a
223
E
14'-9
332
F{
19'-0"8'-8"
226
E
19'-0'x,-0"
334
I
12'
5'-8„
12,
_6�
C
-1'
G
'-10'
H
3'-3"
-6"
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
a
=
SPACING
x
s
� o
MAx.POST FTG.
MIN.
MAx.POST FTG. MIN.
MAx.POST FTG.
MIN.
MAx.POST FTG. MIN. MAx.POST FTG.
MIN,
MAx.POST FTG.
FTG.
MIN.
MAx.POST FTG. MIN. MAx.POST FTG.
MIN.
MAx.POST FTG. MIN.
ON SLAB
:9)
!2§
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
m �
(SPAN)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(T)
TYPE
(SPAN)
(T)
TYPE
(SPAN)
(1)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
Ir
0
(2).(3)
�
(1)
18'-0"
17
B
17'-8"
33
G
19
B
21'-4"
34
H
20'-9"
18
B
20'-4"
32
MH
9
B
22'-4"
35
I
29'-2"
20
C
28'-9"
37
K
5'
Q
13'-7"
5'
17'-3'
20
16'-6'
34
H
20'-10'
21
20'-0"
36
K
20'-0"
-;x21
19'-1"
-:134
21C20'
-10'36K28'
-2"23E6'-10'3911,-4"
18g16'2"
32G19'-9"
19
C19'7"
33H
19'-0"
19
B
18'8"
32
9C26'-8"
21E26'
-P4'
6'16'-4"
15' -10"20H19'
-1"2218'
-3"35I1
-3"2C17'-6"33
22
19'-1"
36
I
25'-9"
24
-7"338K6'
7
�
15'-2"
18
B
15'-0"
31
G
18'-4"
20
C
18'-1"
33
H
17'-7"
19
C
17'-3"
31
G
19'-2"
20
C
18'-1
33
H
24'-8"
22
E
24'-4"
35
I
7,
9,-9„
�,
14'-8'
21
33
H
17'-8"
22
16'-10'
34
17'-0"
22
33
H
18'-6"
23
17'-8"
35
I
23'-10'
25
22'-9"
37
K
8'
14'-3"
19
B
31
G
17'-2"
20
C
17'-0"
32
G
16'-6"
20
C
16'- "
30
G
18'-0"
20
C
17'-8"
33
G
22
E
22'-92"1'
337
I
8'
J
8'-6"
13=9
21
C
13'-1"
32
16'-7'
23
15'-10'
34
H
5'-10"
22
15'-2"
32
H
17' 4'
23
16'-7'
34
H
22'-3'-:-25
-94-2"
225
3'
14'-63-7•,
K
F'{
227
J
-8"7,-6"
9,
13'-613,-0'
122
13'-312'-4
332
16'
223
E
16'-0"5'-0"
333
G
15'-6
223
C
15
332
G
17'-0"6'
224
E
16'-8
334
G
21
226
E
21'-6"0,-1"
336
H
91
0
7,-7„
C
Cj
15'-8"
H
5'-0"
14,-3"
H
a"
15'-7"
H
21'-1"
K
LL
12'-912,-3
222
12'-711-9'
331
15' 44'-10'
224
E
15'- 1"4-2"
333
G
14-9'4,-2"
223
E
14-63-7"
331
Cj
16'- 15-7"
224
E
15'-14=10'
32
I I
20'- 20,-0"
226
E
20' 4"9,-1"
336
H
10'
6'-10"
10'
C
G
H
I
12'-2"
20
12'-0"
31
14'-8"
21
14'-6"
32
H
14'-1"
21
E
3'-10"
32
G
15'-4"
22
E
15'-2"
32
H
19'-9"
23
E
9'-6"
35
I
11'
e
Q
6'-2"
11'
11'-9'
23
C
11'-3"
31
G
14'-2"
24
E
13'-7"
32
G
13'-7"
24
13'-0"
31
14'-10"
24
14'-2"
33
19'-1"
27
18'-2"
[1�8'
35
r
11'-811'-3
223
11'-610,-9'
331
14'-113,-7"
224
13'-113,-0"
332
H
13'-63'-0"
224
E
13'-12-0"
332
H
14'
5'-8„
12,
C
Cj
E
G
2
(L1 (fl o6
W ) N
Z w M
ULLI
c)
U)
WW M
M
o U �
�Z�
ao
�Q ch
rn
FESS I(��
o S58.85 �
OF OAl\EOQ'
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MORK WE DESCRIPTION
4 STEL JOS # 151071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
LATTICE COVERS ATTACHED
& FREESTANDING
BEAM SPANS,
10 PSF Ll,
-94-2"
225
E
14'-63-7•,
332
F'{
227
E
-8"7,-6"
335
110-130 MPH
SH - 35
35 OF 50 SHEETS
A o B o C o D o E o F o G o H o 1 o J
I
D
2
D
3
1
D
4
D
s
c11
B I
e
s
DAT
e
7
0
8
BEAM TYPES ATTACHED &FREESTANDING LATTICE COVERS - 10 PSF LIVE LOAD - 110, 120,130 MPH - EXP. B & C
3" SQ.x0.032" ALUM. BEAM �1DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAMLLJ
E W/ 12 GA. STL. "U" CHANNEL i OR KLLI
r ATTACHED FREESTANDING ATTACHED FREESTANDING }
032' 6' MAX.COL. _
= SPACING � MAx.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST MAX.POST FTG, MIN. MAX.POST MAx.POST. FfG. MIN. I. -
1.04e— o
7=12 GA Q� ON SLAB cog 3 SPACING (IN.) POST SPACING (IN.) POST SPACING SPACING (IN.) POST SPACING SPACING (IN.) POST m
ASTM A653SS 8'0' (2),(3) F (SPAN) (1) TYPE (SPAN) (1) TYPE 2"FOR
6.5'003DBL
' FOR
BEAMB" (1) TYPE 2x65 003Y FOR
BEAMB" (1) TYPE
GRADE 50 G60 3, ' 0,042'
TYP, 13'-7" 5' 16'-9" 15 14'-7" 29 G 14'71 15'-4" 15 14'-1 15'x" 28
032'' Q 16'-9" 17 B 14'-7" 31 H ---14'-10" 15'-4" B 17 14'-6" 15'-1" 30 G 5'
ALUM. I _ 0._4_.4.0 AX. 0' 6, 15'-15 -3" 16 $ B 13 3'-3" 230 G H 13'-713'-7 14'-114,-1" B 117 13 13'-3' 14'-113'-9" 229 G 6'
I DBL. 2"x6.5"x0.032" � 14'-2" 16 V-4 28 12'-7" 13'-1" 15 13'-1" 28
� ALUM. ALLOY 3004-H36 9'_9� 7' 14'-2" 18 B 30 G B 17 12'-3 12'-9" 29 G 7'
OR EQUAL 3.0'
3" SQ.x0.032" ALUM. BEAM 13'-3" 16 g 29 G 11'-9" 12'-3" B 16 12'-3" 28 G 8'
W/ 12 GA. STL. "U" CHANNEL DBL. 2"x6.5"x0.042" 3"x8"x0.042" BEAM J 8'-6" 8 13-3" 19 2911'-9"12'-3"1811'-6"12'-0"28E ALUM. ALLOY 30oaH36ALUM.ALLOY3004H36J7,_7„9, 12'-7" 17^29G11'2"11 -7"p16 11'-2" 11'-7" 29G9�
ASTM A653 SSOR EQUAL OR EQUAL�12'-7"19l.� 29 11'-2 11'-7" v 18 0'-10 11'-3" 28
GRADE 50 G60
12'-0" 17 10'x" 30 10'-7" 11'-0" 16 10'-7" 11'-0" 29
U% 6'-10" 10' 12'-0" 19 C 10' 4" 30 G 10' B 19 10'-3" 10'-8" 29 G 10'
' S' � 11'-d" 17 9'-10" 30 10'-1" 10'-6" 17 10'-6" 29
Q 6'-2" 11' 11'-4" 20 C 9'-10" 30 H 10'-1 10'-6" B 19 9'-10 10'-1" 29 G 11'
r 10'-1 H2O
'-6" 30 9'-8" 9'-8" 17 9'-8" 9'-8" 29
T=12 OR 5'-8 12' C Fi 9'-8" 9'-8" C 19 9'-6" g'-2^ 29 G 12'
14 GA
7.8 5' ASTM
A653 SS
GRADE
50 G60 � ATTACHED FREESTANDING ATTACHED FREESTANDING �
g, 2T MAX.COL. F F MAX.POST MAX.POST MAX.POST MAX.POST FTG. MIN. j o
SPACING ��_ MAX.POST FTG. MIN. MAX.POST FTG. MIN. SPACING SPACING FTG' MIN. SPACING SPACING
a,
DNS LAB f° 3 SPACING (IN.) POST SPACING (IN.) POST FOR DBL FOR 3'x8' (IN.) POST FOR DBL. FOR 3'x8' (IN.) POST m �
0,042' 625' cc (2), (3) (SPAN) (1) TYPE (SPAN) (1) TYPE 2"x6.5"x0.032' BEAM (1) TYPE 2"x6.5"x0.032' BEAM (1) TYPE
TYP. G 16'-9" 16 14'-7" 31 H 14'-1 15'-4" 15 14'-1 15'-4- 30
4875' Q 13-7" 5' 16'-4" 18 B 14'-7" 33 J 14'-8" 15'-2" g 18 14'-1" 7" 31 G 5'
3"x8"x0.042" BEAM N 11'-4" g' 15'-3" 16 13'-3" 30 H 13'-7" 14'-1" 16 13'-7" 14'-1" 29 ,
,,,, W/ 14 GA. STL. INSERT r 15'-0" 19 B 13'-3" 32 I 13'x" 3'-10 B 18 2'-10" 13'..4^ 31 G 6
I--3,0'—+—MAX,�3'0•� Ivl ASTM A653 GRADE 50 G60 9'-9" 7' 14'- 3'-10" 1 19 B V12'-4"231GI12'-7;213'-12'-10B169'-712-013112230G7'
3"x8"x0.042" BEAM8'-6" 8'13'-3" 17B 29 G 11'-9" 12'3" 1711'-9"12'-328G8'DBL. 3"x8"x0.042" BEAM �,W/ 12 GA. STL. INSERT13-0"2031H11'-8"g19 11'-2"30ALUM.ALLOY3004H36 I�ASTMA653 GRADE 50 G607'_�^g' 12'-7" 18 29 G 11'-2" 11'-7" 17 111'-7" 29�OR EQUAL12-3"20 C 30 H 11'-0' 11'-4" B 20 10'-7 11'_p" 29 G
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS IL
SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED 6�_1 On
10, 12'-0" 18 10' 4" 30 G 10'-7" 11'-0" 17 10'-7" 11'-0" 29 ,
THE FULL LENGTH OF THE 3"xa"BEAM. � 11'-8" 21 C 1 p'-4" 30 H 10'-6" 10'-9" B 20 10'-1 " 10'-4", 29 `�' 10
FOOTNOTE: "SAMPLE"
Q 6._2.. 11 � 11'111'-2" 1 21 �• 9'-1 9'-10" 330 �-'� 10'-110'-0" 10'-6" B 120 10'-1 9 -7 10'-6" .-0n 229 G 11'
FIGURE INDICATES � 5._8., 12' 10'-110'-8" 1 21 C 9'-6" 9-6" 331 H 9'-8"9._7.. C 1 -;;2-1 9-s"9'-2" 9-8^g'-9" 230 G 12'
EXPOSURE B�
FIGURE INDICATES r=12 OR
EXPOSURE C 14 Ga
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. ASTM
A653 ss ATTACHED FREESTAND/NG ATTACHED FREESTANDING }
GRADE 8. ' T MAX.COL. MAX.POST MAX.POST MAX.POST MAX.POST
50 G60 ^2^ SPACING =')8 MAx•POST FTG. MIN. MAX.POST FTG. MIN. FTG. MIN. FTG. MIN. � o
.042' t..L ON SLAB M§ LL
SPACING IN POST SPACING (IN.) POST SPACING SPACING (IN.) POST SPACING SPACING (IN.) POST m 3
FOR DBL. FOR 3"x8" FOR DBL. FOR 3"x8"
(2).(3) r (SPAN) (1) TYPE (SPAN) (1) TYPE 2'x6.5'x0.032' BEAM (1) TYPE 2'x6.5'x0.032' BEAM (1) TYPE �
FOOTNOTES TO ALL SPAN TABLES: TY F-
14
1. FOOTING SHOWN REPRESENTS LENGTH OF 16'-9" 17 14'-7" 32 I 14'-1 15'-4" 16 14'-1 15'-2" 31 G
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. Q 13'-7" 5' 19 B 14'-7" 34 J 14'-10' B 19 13'-8" 33 H 5'
WHERE SLAB OCCURS, CUBED FOOTING SIZE M 15'-3" 18 13'-3" 31 I 13'-7" 14'-1" 17 13'-7" 13'-1 31
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. I -3.
I 3 0. I � r ll' -4" 6' B 13'-3" 34 J 6 19 12'-6' 13'-0" 32 G 6'
2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB 3,0' MAX, 3.0' , 14'-2" 18 12'-4" L30
H 13'-1" 17 ,
SHALL BE THE SMALLER OF THE MAXIMUM SPACING � 9'_9n 7 20 B 12'-4" J 12'-2" B 20 11'-7' 12'_1" 31 G 7
SHOWN IN THIS COLUMN OR THE MAXIMUM POST DBL. 3"x8"x0.042" BEAM
SPACING SHOWN FOR THE SELECTED BEAM. O W/ DBL. 14 GA. STL. INSERT J 8�_sn 8' 13'-3" 18 11'-7" H 12'-3" 18 11'-9" 12'-1" 29 G 8'
3. THE SLAB SHALL BE A MINIMUM 10' 0"WIDE BY THE ASTM A653 GRADE 50 G60 11'-10' 20 g 11'-7" J 11' 4" 11'-9" B 31
MAXIMUM COLUMN SPACING MEASURED AT THE J 7._7.. 9' 12'-7" 19 B 11'-0" H11' -2B18 11'-211'4"29G9'
COLUMN AND SHALL NOT CONTAIN ANY CRACKING FOR DBL. 3"x8"x0.042" BEAM11'-3"21 11'-0" I 10'-9" 11'-2" 21 10'-3' 30
25 8 30 psf. THE DISTANCE FROM COLUMN TO SLAB �r,1 W/ DBL. 12 GA. STL. INSERT , 12'-0" 19 C 10'x" 30 H 10'-7" 18 10'-7" 10'-9" 29 ,
EDGE SHALL BE 91/4" MINIMUM. � ASTM A653 GRADE 50 G60 � 6 -10" 10 10'-8" 21 B 10'x" 32 G 10'-2" B 21 9'-9" g'-1 p^ 30 G 10
11' 19 C 9'-10" 30 H 10'-1" 10'-6" B 19 10'-1" 10'-3" 29 G 11'
SEE ALTERNATE FOOTING TABLES
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS Q 6'-2" 11 1 0'-2" 22 9'-10" 32 I 9'-9" 9'-10' 21 9'-3" g'_p" 31
SHT. 9 FOR ATTACHED COVERS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED r , 1 0'-1 ZO 9'-6" 31 H g'.g^ 19
THE FULL LENGTH OF THE 3'x8' BEAM. 5'-8-
V Ch
N
ti M
W �N o
� M
'n
V V
O
� w L
V
LLJ LLl C�
co
O
L00
� Q M
C/) ai
rn
FESS 1(�
$58.8.5 �
1
OF CAl1F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
y r-% p �..A QUINTA
Dit''('-
12
g'_g^ 22
C
9'-6" 33 J 9'-4"
22
& SAFETY DEPT.
I-; L:VivSTRUCTION
BY
REVISIONS
Mnwc Dnn: DescwvnoN
4 STEL JOB # 151071-1
DATE 3/312015
DRAWN BY MAP
CHECKED DKR
LATTICE COVERS ATTACHED
& FREESTANDING
BEAM SPANS,
10 PSF L.L, 110-130 MPH
SH - 34
34 OF 50 SHEETS
Ll
W m cl
W U)N0o
rn
ZU LLJ rn
Lu
�U)w-
Ww ch
Mo U rn
00
� Z coo
UQ M
NT
-" fEss►p}��
S58 5
OF CA1.�F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCRFWN
4 STEL JOB # 157071-1
DATE W312015
DRAWN BY MAP
CHECKED DKR
HOW TO DETERMINE
TRIBUTARY WIDTH &
FAN BEAM DETAILS
SH - 13
13 OF 50 SHEETS
0
2
0
3
0
4
0
5
0
6
0
7
0
6
A 0 n o U o D o E o F o G o H o I o
BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS
SPLICE DETAILS 11 j BEAM TO POST DETAILS 12 I BEAM TO POST DETAILS 13
SIMPLE SPLICE FULL MOMENT nom_
I I i I I
010S s II #12 S.M.S. II
IS TYP. THICKNESS =.035 6 (24 TOT TYP. THICKN IPS
(24 =.035"
n d
LA +t + t t + t+ t1
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 W
OR 6063 -TS FOR EXTRUDED OR 6063 -TS FOR EXTRUDED
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR ;_tj
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS
SPLICES - ROLLFORMED & EXTRUDED FASCIAS I I-BE"ALUM ALLOY•
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPUCE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE
3"STL C -BEAM
TOTAL= (8).1/2'0 BOLTS
SQ. POST
1.00"
O O O
SPLICE WHERE4" 2, 0'
OCCURS
070"
(2)#0 S.M.S.@ EA
VALLEY, TYP.
NOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR
SQ. POST,CONNECT WEB
TO POST W/ (2) - S/B' 0
THRU-BOLTS @ 4' I -BEAM,
AND (3) - 5/8.0 THRU BOLTS
@ r I -BEAMS
TMP H - BRACKET TO POST
ALUM. ALLOY 3"x 8"x.042" BEAM,
6063-T6 16' 1' 3" SQ. STEEL OR
4" I -BEAM 3'-0'
MAG BEAM.
MOMENT CSPUCE FT
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED.
r- 4' ------ I
I I
SPLICE WH
DCCUI
ALUM. ALLOY
6063-T6
7" I -BEAM
1 Y2" SQ. OR 2" LATTICE TUBE
ALUM. ALLOY 3105-H25
�1
1.50" 50._�,.�__1.50"
.28" � I 2"
MOMENTCSPUCE
2"X3" LATTICE TUBE 2.
p ALUM. ALLOY 3105-H25
.28" 311 211
(6)-#14 SDS @ EA. SIDE
TOP & BOTT. TOT =24
13" X 3" ALUM. OR
STEEL POST
"U" BRACKET - RAFTER TO BEAM
LATTICE TUBE TO RAFTER I
#8 x 2 "SMS, 2 1/2"
1 1/2' SQ., 2" SQ.,
OR 2"x3" LATTICE
@ 3" O.C. MIN.
TO 6'O.C. MAX
(12) - 014 x 12' S.M.S. EACH SIDE OF 3'
SO. POST (B -TOTAL)
ALTERNATE 1/4'0 BOLT W/ WASHER
EA. SIDE OF 3' SO. POST
.7 I o'I
2-W 3' SO. POST
4414 x 12' S.M.S. EACH SIDE OF 3'
SO. POST `B -TOTAL
E
ALTERNAT1/4'0 OLT W/ WASHER
EA SIDE OF 3" SO. POST
GUTTER FASCIA
9.00' 3' SO. POST MAG BEAM
OR 24 350. STL BEAM
RAFTER "TAIL" TO GUTTER
NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf
ROOF LIVE AND SNOW LOADS
"L" I FASTENERS
V-0"
4 - #14 SDS
2'-0"
6 - #14 SDS
T-0"
12-#14 SDS
FASTENER SPACING = 3/4"
FASTENER TO FASCIA - SEE TABLE
— FASTENER TO RAFTER TAILS - SEE TABLE
OPTIONAL LATTICE TUBES
AT OVERHANG
#14 x 1/2" S.M.S. TOP
F �A QUINTA
& BOTT. (2) -TOT.
.4
4
C4 'M
A
O
ZO U
FOR
ROOF PANEL
00
q. FASTENER 61/2-
1n"
u�WLL
00
00
GROUP
LLILLI M
ROLLFORMED OR
00
Z co
cQ ch
EXTRUDED GUTTER
ALUM. BRACKET X
#14 S.M.S. @12.O.C.
FASCIA
6 1/2x2'x.024
2' 1'
'L' SEE TABLE
RAFTER
"U" BRACKET - RAFTER TO BEAM 17
3.125" FOR 3 x RAFTER
2.125' FOR 2 x RAFTER
1 1/2" t = .040" @ 6063-T6
(6) - #14x Y4 TEK SCREWS1I/2' MIN.
BRACKET TO RAFTER
(6) - #14x Y" TEK SCREWS
BRACKET TO BEAM
.001
—FESS Ig1fy�
o S 5885
OF CAL\'r
03-03-15
DURALUM
IAPMO.0195
ASSUMPTION
CITY
F �A QUINTA
EUILDIRG
.4
4
C4 'M
A
P`OVED
ZO U
FOR
rn
W
Q�>5
u�WLL
Lij
LLILLI M
MM
U 0'
Z co
cQ ch
—FESS Ig1fy�
o S 5885
OF CAL\'r
03-03-15
DURALUM
IAPMO.0195
ASSUMPTION
CITY
F �A QUINTA
EUILDIRG
& SAFETY DEPT.
A
P`OVED
FOR
Or-dS T RUCTION
DA
.E
BY
REVISIONS ,
AMroc DATE I DESCIFTION
4 STEL JOB # 15-1071-1 3
1
DATE MQ015 i
I
DRAWN BY MAP
CHECKED DKR
BEAM TO POST &
LATTICE TUBE TO
RAFTER CONNECTION
DETAILS
SH - 12
12 OF 50 SHEETS
I
0
2
A o B o C o D o. - E o r oy n
LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS
JBEAM SPLICE TO
Y OCCUR DIRECTLY OVER 5/8"0 PLASTIC
POST. NOT PERMITTED PLUG WHERE
6 SCREWS @ 2 -POST UNITS SCREW IS INSIDE
PER SIDE
,5^ #14 SMS MAY
BE USE AS
3.5" 3.5" ALTERNATE TO
3.5" 3.5" 1/4"0 BOLTS
8" BEAM
0
2"X6.5"X0.032" SIDE PLATES
110 110 MPH 120 MPH 130 MPH
EXP. B
3
EXP, C EXP. B
EXP, C
5'
0
2 2
3 3
3
4
2
3 3
3 3
0
7'
2
3 3
5
4
8'
3
3 3
{4'
5
9'
o
4 4
�
5'
10'
3
4 4
5 5
6
0
7
0
8
3:
2"X6.5"X0.032" SIDE PLATES
110 110 MPH 120 MPH 130 MPH
EXP. B
EXP. C EXP. B
EXP, C EXP. B
EXP, C
5'
2
2 2
3 3
3
6'
2
3 3
3 3
4
7'
2
3 3
4 3
4
8'
3
3 3
4 4
5
9'
3
4 4
4 4
5'
10'
3
4 4
5 5
6
11'
4
4 4
5 5
6
12'
4
5 5
6 5
7
13'
4
5 1 5
6 6
7
a=
m3
�
2"X6.5"X0.042" SIDE PLATES
110 MPH 120 MPH 130 MPH
EXP, B
EXP. C EXP. B
EXP. C EXP. B
EXP. C
5'
2
2 2
2 2
3
6'
2
2 2
3 3
3
T
2
3 3
3 3
4
8'
2
3.. _3-,1
4 3
4
9'
3
3 3 0
4 4
5
10'
3
4" �4j
4 4
5
11'
3
4 L4-
5 5
6
12'
3
4 C4-,
5
13'
4
5 4.:z
6 i -H
I NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS
AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES.
R❑L
INSULATED
HF
C'�
[ OR ❑2 1
SEE NOTES
BELOW j I 6 1/2" SIDEPLATE EA.
SIDE SEE POST SCHED.
#14 SMS EA. SIDE
TOP, MID HEIGHT
AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES
POST SCHEDULE
3" SQ. x .032" + (2)-2" x 6 1/2" x 0.032" 3" SQ. x .032" + (2}2" x 6 1/2" x 0.042"
1❑ W/ (6)-#14 S.M.S. EACH SIDE. ❑2 W/ (8)-#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING.
BEAM TO POST CONNECTION 21
ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED
COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED
ROOF PLAN
FASTENERS, #14 SMS E 32' D.C.
'SET 4 4 MIN. PER EACH JOINT
ROLL—FORMED #14 SMS E 32' O.C. MAX.
OR IRP (4 MIN, PER PANEL INTERLOCK)
i
r—R
OLL—FORMED
PANEL ALUMINUM SKINS IRP
TOP & BOTT. 0,024'
SEE SHEET 4 '
ROLL -FORMED PANEL INSULATED ROOF PANEL
O ROOF HANGER O INTERLOCKING SEAM INTERLOCKING JOINT
P
W
W U) Nao
2 0U�
u U)
rn W M
O Z 00
U) M
MESS I(�
S 58.8
- 1
OF CAl �F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCRPTIDN
4 STEL JOB 9 15.10714
DATE 3/3Y2015
DRAWN BY MAP
CHECKED DKR
LATERAL FORCE
RESISTING SYSTEM /
MIN. NUMBER OF
REQ. COLUMNS
SH -11
11 OF 50 SHEETS
I
0
2
0
3
0
4
0
5
0
6
0
7
0
8
o u o E o F o G o H o 1 0
COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS
TABLE 1 TABLE 2
ATTACHED ONLY ATTACHED AND
"T" BRACKET @ 3 -SQ. POST' FOOTING ANCHOR BOLTS FREESTANDING STEEL POST ONLY:
W/ (4)414 SMS EA. SIDE OF POST I USE POST TYPE
OR 1/2" M.B. THROUGH POST ALUM.-rBRACKET USE WITH ALTERNATE FTG. i I F. G, H, I, J OR K
POST POST TYPE B,C,D, OR E.
POST FOOTING SIZE SINGLE POSTS EMBED. CUBE SIZE SQ. 18" DEEP 'CUBE FTG.
STEEL."T" BRACKET OR 9" SQ. BOLTS 18" 18" SQ. 12" 1/2 DEPTH OF I I
I BASE PLATE USE WITH 1r-22" CUBED (1) (2)-318"0 1 718" 20" 21" SQ. 12" FOOTING OR j
POST TYPE B,C,D,E,F,G,H,J OR K. FO MIN OR
(2}3/8"0 STRONG -BOLT 2 SS
EA BRACKET TO SLAB.
9 1/2" MINIMUM DISTANCE TO
EDGE OF SLAB.
33" MINIMUM DISTANCE FROM
SLAB CRACK TO COLUMN.
(1%" MIN. EMBEDMENT)
SLAB SHALL BE IN
GOOD CONDITION
FOR SIZENOTE:
31/2" MIN. SEE FOOTING
IN BEAM SPAN TABLE
EXISTING SLAB
7 ATTACHED COVERS ONLY O
SEE TABLE 1
�1
d
c
DE TH n
v POURED CONCRETE
FOOTING SEE TABLES
:::::::J��(ICC-ES
QUARE
POSTS TO CONC. FOOTING
ATTACHED COVERS ONLY
23.8 24- CUBED (1)
(2}1/70
3114"
22" 25' SQ.
16'
(1}1/2"OM.B.
x9" LONG, 1"
FROM END
OF POST
POURED
CONCRETE
FOOTING
O
_I ;;: i I
? I I I'w ffim
J
moi' 1 I C7 CD
I t
W Z
',; N a
'' _ U)
••� Nt+°;. • �: d Q�Q
p Co
Z
SQUARE, SEE FTG.
SCHEDULE IN
SQUARE POST EMBED.
INTO FOOTING
24" 28" SQ. 20"
25• - 3D" CUBED 2
()
(a}1/2 0
3114
2g• 32" SQ. 23"
31" -34" CUBED (2)
(a}s18-0
4'
28" 35"SQ. 25"
30" 39" SO. 28"
35"-39•CUBED (2)
(4)-314.0
4314•
32" 43- SO. 30"
ao -4r CUBED 2
()
(4}314"0
4 314"
34" 47" SQ. 32'
36" 51" SQ. 34"
BOLTS SHALL BE SIMPSON STRONG -BOLT 2 SS
ESR -3037)
1) MAY USE EITHER STEEL T BRACKET OR
ALTERNATE FREESTANDING BASE PLATE.
2) REQUIRES USE OF ALTERNATE FREESTANDING
BASE PLATE.
38" 55" SQ. S7"
40• 60" SQ. 39"
42" 64" SQ 41"
44 69"SQ• 43
CUBE FOOTING W13112•SIAB
ALUM. ALLOY 3.00" OR
6063-T6 �t` 2.40"—
/0 ll..375"
�
0 7511
1.60"
1.50 .09011 TYP.
INSTALL 1Y" x 1Y2" x Y8" HDG
WASHER PLATE AT ANCHORS
FOR 130 MPH
NOTE: CONCRETE SLAB ANCHORS SHALL BE
%* DIAMETER SIMPSON STRONG -BOLT 2 SS
(ICC -ES ESR -3037)
ALUM "T" BRACKET
Ck 7/16"0 HOLE
FOR 3/8" MB .56"
ASTM A500 GRADE B
INSTALL 1Y2" x 1y" x Y8"HDG 1'125"
WASHER PLATE AT ANCHORS
157"
TYP
USE FOR 3" OR 4" 1+ 75-
STEEL POSTS 5.50"
2- 5/16"0 HOLES
NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1.
STEEL "T" BRACKET
2 FLANGES
2 1/8" APART
75" BASE FLARES
:TO 3"WIDE EA.
SIDE OF FLANGES
FOR 3" POST,
4" WIDE FOR 4" POST
1-7/16.0 HOLE
& 2-3/8" HOLES
TYP. EA. SIDE
(3}3/4.0 B
FOR POST TYPE F, G, H, I,
3" OR "
INSER
i" x 0.188'
CITY
ASTM
"bUILDI
GRAD
B
STEE
e
FOR
(4)- SS316 3/4.0 STRONG -BOLT 2 SS
STEEL PER ICC -ES ESR -3037
(4 3/4" EMBEDMENT DEPTH)
INSERT TO
BASE PLATE 3/16"
POST-
INSERT -
9" SQ. X 5/8" THK.
THK. BASE PLATE
(ASTM A500 GRADE B STEEL)
1 A-11 6 Y2" 11 1 Y4"
WELDED STEEL BASE PLATE 1 Q
ALTERNATE FREESTANDING
BASE PLATE ANCHOR
Ll
204 I-
W M
W U) 0
rn M
zo�
u U) w
LJJ W M
(
M
U7
0'
z 00
Q M
Q�fESS I(�
co
S 5885
1
OF CAl\
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
Ir QUINTA
& SAFETY DEPT.
QED
r4S-I-PUCTION
RY
MARK DATE DESCRIPTION
4 STEL JOB # 15-1071.1
DATE 313!2015
DRAWN BY MAP
CHECKED DKR
COLUMN / POST SURFACE
MOUNT AND FOOTING
EMBEDMENT DETAILS
SH - 10
10 OF 50 SHEETS
A o B o
I
ALUM. 3004-H36
c
A.5"
t= 0.04"
04 EET$
ERS
Ciof E
TABLE 3
�—
V
HANGER CHANNELS AND MOUNTING BRACKETS
FASTENERS,
2.740;1,"e-
,740 SEE TABLE 3, SHEET 4
FASTENERS, 078
SEE TABLE 3 SHEET 8 300'
.63 "
.25"R 05
FASTENERS,
SEE SHEET 4 0 "
.20 5"
J
ONTINUOUS A- RAIL
ROOF PANEL 3 C(WHE E OCCU S)
L41.*�D 1 SEE SHEET 4 I ' ALUM.ALLOY
1 75" ALUM.ALLOY 6063-T6
6063-T6
O ROLL FORMED O
HANGER EXTRUDED HANGER/ CONNECTION
NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf
MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED
AT ROOF LOADS EXCEEDING 30 psf.
(3) i2"0 LAG SCREWS 1 1/2^ 10# L.L =(2)#14 SMS EA. SIDE
20#.25#,30# L.L.=(3)#14 SMS EA. SIDE
#14 SDS, 40#,50# L.L.=(4)#14 SMS EA. SIDE
3 PER SIDE
1' 3/4" OR 1 1/2"
I J
f- -
U)
~ ALUM.
fnX 1, 1,3"x8"
EADER
W
(E) STUCCO X"'
RAFTER RAFTER
PENETRATION "iJi - BRACKET
NOTE: LENGTH OF LAG SCREW SHALL PROVIDE -
THREADED PORTION OF SHANK COMPLETE
j PENETRATION INTO EXISTING CORNER STUD.
HEADER BRACKET 2
1 1/2" OR 2"LATTICE #8 S.M.S.
ALTERNATE 1/2" _ DOUBLE RAFTER-
= BOLT CONNECTIOPLAN 2
ALTERNATE:
4-#14 S.M.S. EACH
RAFTER TO COL
CONNECT. (8 -TOT.)
1"
4.5' 01 6-
3"x 3"STL.POST (24") 0 ALTERNATE:
INSERT ATTACHED OR (2)-2x6.5" OR
3"x 3"STL.POST COLUMN (2}3"xB"HEADER
FOR FREESTANDING
(2}1/2 -BOLT
2"x 6.5" SIDEPLATE
DBL. RAFTER / DBL. HEADER CONN.4O
2" x 6 1/2" OR
5" MIN. 3"x 8" ALUM.
RAFTER
3/4" OR 1 1/2"
U -BRACKET
EXISTING WOOD STUD FRAMING
111E) STUCCO
2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 psf
2 EACH 1/2"0 x 3-1/2" LAG SCREWS L.L =20, 25 and 30 psf
2 EACH 5/8"0 x 3-1/2" LAG SCREWS L.L.=40 and 50 psf
(2" MIN. PENETRATION INTO EXISTING WOOD STUD)
NOTE: USE LEDGER WHERE RAFTER SPACING
EXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 8.
RAFTER TO STUD WALL CONNECTION n3
#8 S.M.S. EACH SIDE
r- LATTICE 1 1/2" OR 2"
STUB COLUMN TO DOUBLE HEADER CONN. (
T=.060" --I
FASTENERS
SEE TABLE 3 SHEET 8
FASTENERS,
1.880" SEE TABLE 3, SHEET 4
ALUM.ALLOY
6063-T6
OC I.R. HANGER
T=,060' TYP,-iF-
ALUM.ALLOY
6063-T6
"H" BRACKET
2"x6.5" OR 3"x8" RAFTER
ALTERNATE: 1/2" BOLT
ALTERNATE:
6 SCREWS
(2)- #14 S.M.S. EACH RAFTER
lc(2)-2x6.5"OR(2y3"x8"HEADER
PER SIDE
TO COLUMN CONNECTION
Z
(4 -TOTAL) •
ALTERNATE:
ALTERNATE:
3"x3"x0.024"
(1) -1/2" BOLT OR
ONNECTOR
(2)- #14 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN. (
T=.060" --I
FASTENERS
SEE TABLE 3 SHEET 8
FASTENERS,
1.880" SEE TABLE 3, SHEET 4
ALUM.ALLOY
6063-T6
OC I.R. HANGER
T=,060' TYP,-iF-
ALUM.ALLOY
6063-T6
"H" BRACKET
EXISTING WOOD FILL OR DBL'. 3'x8'x0.042 BEAM
SHEATHING NOMINAL LEDGER OR DBL. 2'x6.5'x0.032'/0.042'
J (NEW OR EXISTING) / BEAM
3 SEE NOTE, DETAIL B,
SHEET 8 ,/ 0
o
I° °I
0
FASTNERS, SEE TABLE 3, I I
Ci SHEET 8
5/8' 0 ACCESS
HOLES
3' SQ. POST INSTALL 6 - #14
EXISTING LONG X NG
SDS 8 EACH
1" STUCCO OR EQUAL
HEADER TO
2.5' PENE. INTO EACH WOOD STUD - - COLUMN
EXIST. STUCCO / LEDGER O
ATTACHMENT DETAIL
(12 FASTENERS
PER
)OUBLE HEADER
COLUMN DETAIL /
co
W04
o
�) O) CV M
0 M
W Q�>5
u LU
M co
W Lu M
M
M
U rn
' Z 0000
Q M
U) CIDm
Q�FESS I(�
S5885
- 1
OF CAO
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESO PTION
4 STEL JOB # 15-1071-1
DATE 302015
DRAWN BY MAP
CHECKED DKR
HANGER CHANNELS AND
MOUNTING BRACKETS
SH -9
9 OF 50 SHEETS
/BEAM SPLICE TO
,-)OCCUR DIRECTLY OVER 5/8" 0 PLASTIC
I POST. NOT PERMITTED PLUG WHERE
6 SCREWS
I @ 2 -POST UNITS SCREW IS INSIDE
PER SIDE
I
5"
5^ #14 SMS MAY
BE USE AS
3.5"
3.5" ALTERNATE TO
1/4"0 BOLTS
3 .5"
3.5"
8" BEAM
5"
❑1 OR ❑2
I
SEE NOTES
I
BELOW
I
I 6 1/2" SIDEPLATE EA.
SIDE SEE POST SCHED.
#14 SMS EA. SIDE
TOP, MID HEIGHT
AND BOTTOM.
3"SQ. POST BETWEEN SIDE PLATES
SEE
LATERAL FORCE RESISTING SYSTEM, SHEET 11
`BEAM'TO'POST CONNECTION 8
ALUMINUM MEMBER WITH
EXISTING WOOD FILL OR DBL'. 3'x8'x0.042 BEAM
SHEATHING NOMINAL LEDGER OR DBL. 2'x6.5'x0.032'/0.042'
J (NEW OR EXISTING) / BEAM
3 SEE NOTE, DETAIL B,
SHEET 8 ,/ 0
o
I° °I
0
FASTNERS, SEE TABLE 3, I I
Ci SHEET 8
5/8' 0 ACCESS
HOLES
3' SQ. POST INSTALL 6 - #14
EXISTING LONG X NG
SDS 8 EACH
1" STUCCO OR EQUAL
HEADER TO
2.5' PENE. INTO EACH WOOD STUD - - COLUMN
EXIST. STUCCO / LEDGER O
ATTACHMENT DETAIL
(12 FASTENERS
PER
)OUBLE HEADER
COLUMN DETAIL /
co
W04
o
�) O) CV M
0 M
W Q�>5
u LU
M co
W Lu M
M
M
U rn
' Z 0000
Q M
U) CIDm
Q�FESS I(�
S5885
- 1
OF CAO
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESO PTION
4 STEL JOB # 15-1071-1
DATE 302015
DRAWN BY MAP
CHECKED DKR
HANGER CHANNELS AND
MOUNTING BRACKETS
SH -9
9 OF 50 SHEETS
o G o H o
EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS
A34 FRAMING ANGLE
SEE TABLE 2
FASTENERS, SEE TABLE 3—
R.F. OR EXT. HANGER
CHANNEL, 2X OR 3X
RAFTER BRACKET
ALUM. PANEL ZXRJ \ �M—OVERHANG
EXIST.RAFTERSAT
3x ALUM. RAFTER
24" O.C. AT ROOF
EXIST. FASCIA BOARD
2"x8" FULL OR
2"x10" NOTCHED
2X FULL DEPTH
ALLOWABLE PROJ. EXISTING EAV
WOOD SCAB,
TO BEAM OVERHANG
WHERE OCCURS,
SEE TABLE 1 (24- MAX.)
SEE TABLE 2
A EAVE CONNECTION
L EXISTING ROOF OVERHANG DESIGN LOADS,
RDL = 3 psf (MIN) TO 8 psf (MAX) RLL = 20, 25,
30, 40, & 50 psf
2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS
TABLE 1
COVER
LUSL
EXISTING
FRAMING MEMBER
AT ROOF
OVERHANG
10
2"x 4" FULL
2" x 6" NOTCHED
2"x6" FULL OR
2"x8" NOTCHED
2"x8" FULL OR
2"x10" NOTCHED
20
2" x 4" FULL
2"x 6" NOTCHED
2"x6" FULL OR
2"x8" NOTCHED
2"x8" FULL OR
2"x10" NOTCHED
25
2"x 4" FULL
2"x 6" NOTCHED
2"x6" FULL OR
2"x8" NOTCHED
2"x8" FULL OR
2"x10" NOTCHED
30
2"x 4" FULL
2" x 6" NOTCHED
2"x6" FULL OR
2"x8" NOTCHED
2"x8" FULL OR
2"x10" NOTCHED
40
2" x 4" FULL
2" x 6" NOTCHED
2"x6" FULL OR
2"x8" NOTCHED
2"x8" FULL OR
2"x10" NOTCHED
50
2" x 4" FULL
2" x 6" NOTCHED
2"x6" FULL OR
2"x8" NOTCHED
2"x8" FULL OR
2"x10" NOTCHED
NOTE: WHERE COVER CONSTRUCTION INCLUDES DESIGN (E) WALL COVER 1— '3/16" STEEL NOTEi BRACKET CAN BE
DETAIL A OR B, SITE-SPECIFIC ENGINEERING IS LOADS OPENING PROJECTION B" 0 1/4"0 HOLES,TYP. LOCATED ANYWHERE ON EAVE,
REQUIRED TO VERIFY ADEQUACY OF THE EXISTING 0 NOTE: PROVIDE WATER
10, 20 psf > 8' > 16' 0 PROTECTION, METAL FLASHING
STUD WALL FRAMING WHERE ONE OR MORE OF THE TYP. BRACKET
FOLLOWING CONDITIONS OCCUR: 30, 40 & 50 psf > 6' > 14' AT EVERY 2x CAUCK JOINTS AND SLOPE
8 v TO DRAIN (OPTIONAL)
LEDGER OR WALL HANGER
WITH FASTENEF
PER TABLES 3 &
1'
3
1'
2x WOOD STUD OR
CONCRETE WALL
X01 WALL CONNECTION
NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2"x6" (AT 2"x6X"
MINIMUM RAFTERS), NOMINAL 2"x8" (AT 3"x8" MINIMUM RAFTERS)
OR KILN -DRY WOOD -FILLED 2"x6Y2" OR 3"xB" ALUMINUM SECTIONS.
0
o EXISTING EAVE ALLOWABLE PROJ. TO BEAM
OVERHANG SEE TABLE 1
1 1 /4" (24" 7x6 OR 2x6 LEDGER
RAFTER
(3)#14x3 1/2" W.
NOTES PLACE 'SIKA FLEX' OR SINILAR NOTE: BRACKET MAY BE
MATERIAL BETWEEN BRACKET AND MOUNTED BELOW RAFTER
COMP. SHINGLE ROOFING TO PROVIDE
SEAL W/ SAME CONNECTION'S.
C ALTERNATE EAVE CONNECTION
NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS
WITH A 10 psf MAXIMUM DESIGN LOAD.
TABLE 2 TYPE AND NUMBER OF FASTENERS REQUIRED AT ROOF PANEL
OR RAFTER CONNECTED TO EXISTING ROOF OVERHANG
16'-0" 1 16-0" 16'-0" 1 16'-0" 1 16'-0" 1 16'-0" (C) - (2) Y4' DIAMETER LAG SCEWS
10'-10" 10'-10" 10'-10" 9'-2" 1 9'-3" 1 (D) - DIAMETER LAG SCREW
(E) - DIAMETER LAG SCREW
26'-0" 1 26'-0" 1 26'-0" 1 26'-0" 1 26'-0" 1 26'-0"
26'-0"
MAXIMUM PROJECTION
26'-0"
26'-0"
26'-0"
(A) - SIMPSON A34 FRAMING ANCHOR USING SD9112 SCREWS
(B) - (2) SIMPS❑N A34 FRAMING ANCHORS, EACH SIDE, USING SD9112
DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL
SCREWS WITH 2x FULL
WIND SPEED (MPH)
AND EXPOSURE
110, B
110, C
120, B
120, C
130, B
130, C
26'-0"
26'-0"
26'-0"
25'-2"
25'-4"
20'-7"
am
10 PSF L.L.
20 PSF L.L. 25 PSF S.L.
30 PSF S.L.
40 PSF S.L.
50 PSF S.L.
26'-0"
26'-0"
26'-0"
25'-7"
25'-4"
21'-2"
o
m
WIND SPEED
(EXP. B & C)
WIND SPEED WIND SPEED
(EXP. B & C) (EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
12'-1"
110 120 130
110 120 130 110 120 130
110 120 130
110
120 130
110
120
130
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
5'
(A) (A) (A)
(A) (A) (A) (A) (A) (A)
(A) (A) (A)
(A)
(A) (A)
(A)
(A)
(A)
(C)
(C)
(C)
(C)
(C)
(C)
(D)
(D)
(B)
26'-0"
26'-0"
26'-0"
25'-2"
25'-4"
26'-7"
(C)
(A) (A) (A)
(A) (A) (A) (A) (A) (A)
(A) (A) (A)
(A)
(A) (A)
(B)
(B)
(B)
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
(E)
(A) (A) (A)
(A) (A) (A) (A) (A) (A)
(A) (A) (A)
(B)
(B) (B)
(B)
(B)
(B)
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"(A)
L7'
(A) (A)
(A) (A) (A) (A) (A) (A)
(A) (A) (A)
(B)
(B) (B)
(B)
(B)
(B)
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
(D)
(A) (A) (A)
(A) (A) (A) (A) (A) (A)
(B) (B) (B)
(B)
(B) (B)
(B)
(B)
(B)
11
(A) (A) (A)
(A) (A) (A) (B) (B) (B)
(B) (B) (B)
(B)
(B) (B)
(B)
(B)
(B)
26'-0"
26'-0"
26'-0"
25'-2"
25'-4"
20'-7"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
12
(A) (A) (A)
(A) (A) (A) (B) (B) (B)
(B) (B) (B)
(B)
(B) (B)
(B)
(B)
(B)
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
TABLE
3 c
TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER
AND ROOF PANEL RAIL TO FASCIA
OR LEDGER TO EXISTING WOOD STUD WALL FRAMING
26'-0"
26'-0"
16'-0" 1 16-0" 16'-0" 1 16'-0" 1 16'-0" 1 16'-0" (C) - (2) Y4' DIAMETER LAG SCEWS
10'-10" 10'-10" 10'-10" 9'-2" 1 9'-3" 1 (D) - DIAMETER LAG SCREW
(E) - DIAMETER LAG SCREW
26'-0" 1 26'-0" 1 26'-0" 1 26'-0" 1 26'-0" 1 26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
�o
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
110
120
15'-0"
15'-6"
15'-6"
15'-6"
15'-6"
15'-6"
~
19'-6"
19'-6"
19'-6"
'IT -13"
19'-6"
19'-6"
5'
6'
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
7'
8'-11"
8'-11"
8'-11"
8'-11"
8'-11"
8'-11"
8'
12'-1"
12'-1"
12'-1"
12'-1"
12'-1"
12'-1"
9'
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
10'
(D)
20'-9"
20'-9"
(D)
(D)
(D)
(D)
11'
12'
10 PSF L.L.
20 PSF L.L.
25 PSF S.L.
30 PSF S.L.
40 PSF S.L.
50 PSF S.L.
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
110
120
130
110
120
130
110 1
120
130
110
120
130
110
120
130
110
120
130
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
I (D)
(D)
(D)
(D)
(D)
(D)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(C)
(C)
(C)
(C)
I (C)
(C)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(E)
(E)
(E)
(C)
(C)
(C)
(C)
(C)
(C)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(E)
(E)
(E)
(C)
(C)
(C)
(C)
(C)
(C)
(D)
(D)
(D)
(D)
(D)
(D)
(E)
(E)
(E)
(E)
(E)
(E)
(C)
(C)
(C)
(C)
(C)
(C)
(D)
(D)
(D)
(D)
(D)
(D)
(E)
(E)
(E)
(E)
(E)
(E)
(C) I
(C)
(C)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(E)
(E)
(E)
(E)
(E)
(E)
ABLE 4 a,b ANCHORS INSTALLED
INTO CONCRETE WALLS
WITH 6 -INCH MIN.THICKNESS
COVER
NUMBER AND TYPE
LUSL
OF FASTENERS
lo
W 0 SIMPSON STRONG -BOLT 2
SS AT 48' O.C. (a,b)
20 I S SIMPSON
48' DC.S(ab�G-BOLT 2
25IW 0 SIMPSON STRONG -BOLT 2
SS AT 48' D.C. (n,b)
30 I W 0 SIMPSON
SS AT 36' O.C.
40 S 0 S M SO,C.STREI G -BOL 2gUILDIN
P
rJ0 S SIMPSON
STRONG-BOL 2
24' O.C. (Q,b)QR
�
FOOTNOTES TO TABLES 3 8M 4: L
a. EMBED ANCHOR 3' MINIMUM
INT❑ CONCRETE WALL AND
INSTALL IN ACCORDANCE
WITH ESR -3037
b, USE 3' SQ,xY4' STAINLESS
STEEL WASHER WHEN
INSTALLING NEW WOOD
LEDGER AGAINST EXISTING
CONCRETE WALL.
c, WHERE ROOF PANEL RAIL
OCCURS, USE Y2' DIAMETER
LAG SCREW IN LIEU OF (2)
Y4' DIAMETER LAG SCREWS,
2 �
W c
W c f)
Z w�)()
U
w QFC
u0w�
LU W M
M
o U a).
00
� Z00
(Q M
Cn
CID
rojrfrESS 1(}y1
S5 .85
1
OF Cp,I\F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AW APPROVAL
.A QUI NTA
SAFETY DEPT.
ROVED
NSTPUCTION
BY
REVISIONS
MARK Dare DESCRPTMN
4 STEL JOB # 15-1071-1
DATE 3!3/2015
DRAWN BY MAP
CHECKED DKR
EXISTING EAVE
CONNECTION DETAILS
SH -8
8 OF 50 SHEETS
A o B
' 1,s2•
.61' 1. 9'
e
6. ' 2. 7'
0,73'-] v
2
038' 2 8'
233'
0
3
0
4
0
s
s
0
6
e
7
0
8
o 6 o u e. t e r
6.5" ROLLFORM
GUTTER FASCIA MAG BEAM
A ALUM. ALLOY B ALUM. ALLOY
3004-H36 6063-T6
1--2.0'--a - -3.0'
MAX,
, DBL.2"x6.5"x0.042"
ALUM. ALLOY 3004-H36
OR EQUAL
J DBL.:2','x6.5"x0.032"
ALUM. ALLOY.3004-H_36
OR EQUAL
SPLIC
WHER
SPLICE,�
OCCUR
WHERE r
ICCURS I I
0.0
0.075' 1 1j 3,
TYP. 1. �I
Tl
6.5" ROLLFORM
GUTTER FASCIA MAG BEAM
A ALUM. ALLOY B ALUM. ALLOY
3004-H36 6063-T6
1--2.0'--a - -3.0'
MAX,
, DBL.2"x6.5"x0.042"
ALUM. ALLOY 3004-H36
OR EQUAL
J DBL.:2','x6.5"x0.032"
ALUM. ALLOY.3004-H_36
OR EQUAL
DBL. 3x8"x0.042" BEAM
O W/ DBL. 14 GA. STL. INSERT
ALUM. ALLOY 3004-H36
OR EQUAL
DBL. 3"x8"0.042" BEAM
P W/ DBL. 12 GA. STL. INSERT
ALUM. ALLOY 3004-H36
OR EQUAL
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS
SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED
THE FULL LENGTH OF THE 3"x8" BEAM.
HEADER BEAM TYPES
GUTTER
EXT. CLIP
TYP.
SPLICE
WHERE
4" I -BEAM 4.5" MAG GUTTER
C' ALUM. ALLOY ALUM. ALLOY
6063-T6 6063-T6
V
1
0.375'
T=12 GA. INSERT T=0.125'
ASTM A653 SS WHERE ALUM.
GRADE 50 G60 3, ' OCCURS ALLOY
6063-T6
.032'
ALUM. 6.6 6' 7.I '
0.110'
I TYP.
3" SQ.x0.032" ALUM. BEAM
E TM A65
W/ 12 GA. STL. "U" CHANNEL
AS3 SS GRADE 50 660
N
%1 7" I -BEAM
f ALUM. ALLOY 6063-T6
G W/ 1 "C" INSERT
ALUM. ALLOY 6063-T6
Fi W/ (2)"'C" INSERTS
ALUM. ALLOY 6063-T6
NOTE:
WHERE'C' INSERT OCCURS AS SHOWN IN
SPAN TABLES, IT SHALL BE INSTALLED THE
FULL LENGTH OF THE 7" I -BEAM.
NOTE:
EACH HEADER BEAM TOP AND
BOTTOM FLANGES SHALL BE CUT AT
I 3"x8"0.042" BEAM EACH INTERIOR COLUMN WHERE 3
W/ 14 GA. STL. INSERT OR MORE COLUMS OCCUR. DO NOT
r�-s.0 --y --3.0' 4'0' 3 0'� KA CUT FLANGES AT END COLUMNS.
MAX. ASTM A653 GRADE 50 G60
K 3"x8"x0.042" BEAM L DBL. 3"x8"x0.042" BEAM 3x8"x0.042" BEAM
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 12 GA. STL. INSERT
OR EQUAL OR EQUAL @-ISTM A653 GRADE 50 G60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS
OCCUR AS SHOWN IN THE SPAN TABLES,
THEY SHALL BE INSTALLED THE FULL LENGTH
OF THE 3"x8" BEAM.
COLUMN / POST TYPES
- - _ - - _ .• ��.� - - _- -- � _ G=3"SQ.xt=0.188" 1
0.024' \ H =3"SQ.xt=0.250"
0.032'
0.042=3"SQ.xt=0.313"
LASTIC J=4"SQ.xt=0.188"
1.00' PLUGS /
6. ' � K=4"SQ.xt=0.250" I/
040' ALUM
.048' STEEL �, #10 SMS 3
e 24' 0 , UR4.
3 EA. SIDE.032'3. ' 28'LUM rALUM ` I-' II � 0.075' 3-`�.0'-i_3.0TYP. 3" SQ. ALUM POST 3" SQ. ALUM. POST3" SQ. ALUM. POST I -3,o' -B ALUM. ALLOY 3004H36 C' ALUM. ALLOY 3004-H36 WITH ALUM.DEP POS MAG POST
HEIGHT LIMITED TO 3" SQ. STEEL POST D ALUM. ALLOY 3004H36 j E ALUM. ALLOY SQ. STEEL POST
10'-0" MAXIMUM. F ASTM A653 GRADE 50 CP60 OR EQUAL I 6063-T6 ASTM A500 GRADE B
2 r--
,4 `�'
�NCoo
Ch
F% U
w aW�
u�wLu �-
W w M
M
o U 00
Z 00
�Q M
v
rn
FESSI�
S 5885
1
OF Cpl \F
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCRIMN
4 STEL JOB # 15-1071-1
DATE 313@015
DRAWN BY -MAP
CHECKED DKR
HEADER BEAM TYPES,
COLUMN / POST TYPES
SH -7
7OF50SHEETS "
cG!L
OR-
+
(l
14G
,4
ASTM
A653 SS
'
GRADE 50
G60
8 01
`
.042'
-
TYP.
DBL. 3x8"x0.042" BEAM
O W/ DBL. 14 GA. STL. INSERT
ALUM. ALLOY 3004-H36
OR EQUAL
DBL. 3"x8"0.042" BEAM
P W/ DBL. 12 GA. STL. INSERT
ALUM. ALLOY 3004-H36
OR EQUAL
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS
SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED
THE FULL LENGTH OF THE 3"x8" BEAM.
HEADER BEAM TYPES
GUTTER
EXT. CLIP
TYP.
SPLICE
WHERE
4" I -BEAM 4.5" MAG GUTTER
C' ALUM. ALLOY ALUM. ALLOY
6063-T6 6063-T6
V
1
0.375'
T=12 GA. INSERT T=0.125'
ASTM A653 SS WHERE ALUM.
GRADE 50 G60 3, ' OCCURS ALLOY
6063-T6
.032'
ALUM. 6.6 6' 7.I '
0.110'
I TYP.
3" SQ.x0.032" ALUM. BEAM
E TM A65
W/ 12 GA. STL. "U" CHANNEL
AS3 SS GRADE 50 660
N
%1 7" I -BEAM
f ALUM. ALLOY 6063-T6
G W/ 1 "C" INSERT
ALUM. ALLOY 6063-T6
Fi W/ (2)"'C" INSERTS
ALUM. ALLOY 6063-T6
NOTE:
WHERE'C' INSERT OCCURS AS SHOWN IN
SPAN TABLES, IT SHALL BE INSTALLED THE
FULL LENGTH OF THE 7" I -BEAM.
NOTE:
EACH HEADER BEAM TOP AND
BOTTOM FLANGES SHALL BE CUT AT
I 3"x8"0.042" BEAM EACH INTERIOR COLUMN WHERE 3
W/ 14 GA. STL. INSERT OR MORE COLUMS OCCUR. DO NOT
r�-s.0 --y --3.0' 4'0' 3 0'� KA CUT FLANGES AT END COLUMNS.
MAX. ASTM A653 GRADE 50 G60
K 3"x8"x0.042" BEAM L DBL. 3"x8"x0.042" BEAM 3x8"x0.042" BEAM
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 12 GA. STL. INSERT
OR EQUAL OR EQUAL @-ISTM A653 GRADE 50 G60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS
OCCUR AS SHOWN IN THE SPAN TABLES,
THEY SHALL BE INSTALLED THE FULL LENGTH
OF THE 3"x8" BEAM.
COLUMN / POST TYPES
- - _ - - _ .• ��.� - - _- -- � _ G=3"SQ.xt=0.188" 1
0.024' \ H =3"SQ.xt=0.250"
0.032'
0.042=3"SQ.xt=0.313"
LASTIC J=4"SQ.xt=0.188"
1.00' PLUGS /
6. ' � K=4"SQ.xt=0.250" I/
040' ALUM
.048' STEEL �, #10 SMS 3
e 24' 0 , UR4.
3 EA. SIDE.032'3. ' 28'LUM rALUM ` I-' II � 0.075' 3-`�.0'-i_3.0TYP. 3" SQ. ALUM POST 3" SQ. ALUM. POST3" SQ. ALUM. POST I -3,o' -B ALUM. ALLOY 3004H36 C' ALUM. ALLOY 3004-H36 WITH ALUM.DEP POS MAG POST
HEIGHT LIMITED TO 3" SQ. STEEL POST D ALUM. ALLOY 3004H36 j E ALUM. ALLOY SQ. STEEL POST
10'-0" MAXIMUM. F ASTM A653 GRADE 50 CP60 OR EQUAL I 6063-T6 ASTM A500 GRADE B
2 r--
,4 `�'
�NCoo
Ch
F% U
w aW�
u�wLu �-
W w M
M
o U 00
Z 00
�Q M
v
rn
FESSI�
S 5885
1
OF Cpl \F
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCRIMN
4 STEL JOB # 15-1071-1
DATE 313@015
DRAWN BY -MAP
CHECKED DKR
HEADER BEAM TYPES,
COLUMN / POST TYPES
SH -7
7OF50SHEETS "
A o e o to o D o E o F C G o H o 1 o J
RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C
FOOTNOTE: "SAMPLE"
FIGURE INDICATES —a
ATTACHED
FIGURE INDICATES
FREESTANDING
' DATE
met
Ll
Z ti
W co Qp
W U)NQo
Z Lu
M
cn
C) 01 Z U
w aL
uU) Lu
LLJ :E�
W W
co
M
U 0?
�Z0ao
UQ M
CD
Q�FESS I(�
S5885
1
OF CA1. \F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
ILA OUINTA
SAFETY DEPT.
0
�Lj
STRiIC TION
BY
MARK DATE DESCRPTION
4 STEL JOB N 15-1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
RAFTER SPANS FOR
OPEN LATTICE
COMMERCIAL & PATIOS
SH -6
6 OF 50 SHEETS
zZ
a v
`� o
2"X
6 1/2" RAFTER
ow
a cwi
'o o
DBL.
2" x 6 1/2" RAFTER
LUSL
"T"
(IN)
110 MPH 120 MPH 130 MPH
LUSL
"T"
(�N•)
110 MPH 120 MPH .130 MPH
EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
.042'
024
16"
9'-9"
10'-3"
9'-9"
10'-3'--:10'-3"
9'-9"
9'-9"
10'-3"
9'-9"
10'-3"
9'-9"
10'-3"
024
16"
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14'-0"
24"
7-6" 7-6" T-6" 7'-6" 7'-6" 7'-6"
8'-6" 8'-6"8'-6" 8'-6" 8'-6" 8'-6"
24"
11'-2" 11'-2" 11'-2" 11'-2" 11'-2"
11'-10 11'-10
11'-2"
30
.032
16"
12'-6"
12'-6"
12'-6"
12'-6"
12'-6"
13'-1"
12'-6"
13'-1"
30
.032
16"
18'-7"
18'x"
18'-7"
18' 4"
18'-7"
18'-7"
18'x"
18'-7"
18'-4"
18'-7"
24"
10'-2" 10'-8" '-2" 10'-2" 10'-2" 10'-2" 10'-2"
10'-8" 10 10'-8" 10'-8" 10'-8" 10'-8"
24"
15'-3" 151'-3" 15'-3" 15'-3" 15'-3"
15'-1" 5'-1" 15'-1" 15'-1" 15'-1"
15'-3"
1"
.042
16"
16'-0"
16'-0"
16'-0"
15'-9"
16'-0"
15'-9"
16'-0"
15'-9"
16'-0"
15'-9"
.042
16"
22'-7"
22'-2"
22'-7"
22'-2"
22'-7"
22'-2"
22'-7"
22'-2"
22'-7"
22'-2"
22'-7"
22'-2"
24"
12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3"
12'-10 12'-10 12'-10 12'-10' 12'-10 12'-10'
24"
18'-6" 18'-6" 18'-6" 18'-6" 18'-6"
18'-2" 18'-2" 18'-2" 18'-2" 18'-2"
18'-6"
18'-2"
024
16"
8'-0"
9-1"
8'-0"
9'-1"
8'-0"
9'-1"
8'-0"
9'-1"
8'-0"
9'-1"
8'-0"
91-1.1024
16"
2'-10"
12'-8"
2'-10"
12'-8"
2'-10"
12'-8"
2'-10"
12'-8"
2'-10"
12'-8"
2'-10"
12' 8"
24"
6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2"
7'-2" T-2" T-2" T-2" T-2" T-2"
24"
9'-10" 9'-10" 9'-10" 9'-10" 9'-10"
10'-4" 10'-4" 10'-4" 10'�l" 10'-4"
9'-10"
10'4"
40
.032
16"
10'-10"
10'-10"
11'-6"
10'-10"
11'-6"
10'-10"
11'-6"
10'-10"
11'-0"
10'-10"
11'-6"
40
.032
16"
16'-4"
164"
16'-1"
164"
16'-1"
16'-4"
16'-1"
16'-4"
16'-1"
16'-4"
16'-1"
24"
8.'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3"
24"
12'-6" 12'-6" 12'-6" 12'-0" 12'-6"
12'-6"
9'-4"
9'-4"
9'-4"
9'4"
9'4"
13'-2"
13'-2"
13'-2"
13'-2"
13'-2"
13'-2"
.042
16"
13'-2"
13'-9"
13'-2"
13'-9"
13'-2"
13'-9"
13'-2"
13'-9"
13'-2"
13'-9"
13'-2"
.042
16"
19'-9"
19'-4"
19'-9"
19'x"
19'-9"
19'-4"
19'-9"
19'-4"
19'-9"
19'-4"
19'-9"
19'-4"
24"
10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9"
11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 11'-3"
24"
16'-2" 16'-2" 16'-2" 16'-2" 16'-2"
15'-10' 15-10' 15'-10 15'-10' 15'-10'15'-10"
16'-2"
024
16"
T-3"
8-2"
T-3"
8'-2"
T-3"
8'-2"
T-3"
8'-2"
T-3"
8'-2"
T-3"
8'-2"
024
16"
10'-10"
11'-4"
10'-10"
11'-4"
0
1'-10"
11'-4"
10'-10"
11'x"
10'-10"
11'x"
10'-10"
11'-4"
24"
5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2"
5'-9" 5'-9" 5'-9" 5'-9" T-9"
r24"
8'-3" 8'-3" 8'-3" 8'-3" 8'-3"
9'-4" 9'-4" 9'-4" 9'�" 9'-4"
8'-3"
9'-4"
.032
16"
9'-9"
10'-3"
9'-9"
10'-3"
9'-9"
10'-3"
9'-9"
10'-3"
9'-9"
10'-3"
9'-9"
10'-3"
.032
16"
14'-8"
14'-6"
14'-8"
14'-0"
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14'-6"
50
50
24"
T-0" T-0" T-0" T-0" T-0" T-0"
8'-4" 8'-4" 8'-4"
24"
11'-3"
11'-10"
11'-3"
11'-10"
11'-3"
11'-10"
11'-3"
11'-10"
11'-3"
11'-10"
11'-3"
11'-10"
.042
16"
12'-6"
12'-6"
12'-6"
12'-6"
12'-6"
12'-6"
.042
16"
17'-9"
17'-9"
17'-9"
17'-9"
17'-9"
17'-6"
17'-9"
17'-6"
24"
9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0"
10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2"
24"
13'-7" 13'-7" 13'-7" 13'-7" 13'-7"
14'-3" 14'-3" 14'-3" 14'-3" 14'-3"
13'-7"
14'-3"
FOOTNOTE: "SAMPLE"
FIGURE INDICATES —a
ATTACHED
FIGURE INDICATES
FREESTANDING
' DATE
met
Ll
Z ti
W co Qp
W U)NQo
Z Lu
M
cn
C) 01 Z U
w aL
uU) Lu
LLJ :E�
W W
co
M
U 0?
�Z0ao
UQ M
CD
Q�FESS I(�
S5885
1
OF CA1. \F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
ILA OUINTA
SAFETY DEPT.
0
�Lj
STRiIC TION
BY
MARK DATE DESCRPTION
4 STEL JOB N 15-1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
RAFTER SPANS FOR
OPEN LATTICE
COMMERCIAL & PATIOS
SH -6
6 OF 50 SHEETS
1.024'
6.
'
.024'
6.
,
032
.032'
.042'
.042'
F--2.0'--I_M
. �.0'--I
I --2.0'—I
* 2"x6.5" RAFTER
* DBL. 2"x6.5" RAFTERS
ALUM. ALLOY 3004-H36
ALUM. ALLOY 3004-H36 OR
OR EQUAL
EQUAL
FOOTNOTE: "SAMPLE"
FIGURE INDICATES —a
ATTACHED
FIGURE INDICATES
FREESTANDING
' DATE
met
Ll
Z ti
W co Qp
W U)NQo
Z Lu
M
cn
C) 01 Z U
w aL
uU) Lu
LLJ :E�
W W
co
M
U 0?
�Z0ao
UQ M
CD
Q�FESS I(�
S5885
1
OF CA1. \F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
ILA OUINTA
SAFETY DEPT.
0
�Lj
STRiIC TION
BY
MARK DATE DESCRPTION
4 STEL JOB N 15-1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
RAFTER SPANS FOR
OPEN LATTICE
COMMERCIAL & PATIOS
SH -6
6 OF 50 SHEETS
A o " 1. V t o r o V n I
RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C
LUSL
"T"
(IN.)
ZZ
a
v, o
TYP.
3" x 8" RAFTER
zZ
¢
o
2" X 6 1/2" RAFTER
zZ
a cwi
o z0
DBL. 2" x 6 1/2" RAFTER
110 MPH 120 MPH 130 MPH
LUSL
"T"
(IN)
110 MPH 120 MPH 130 MPH
LUSL
^T^
SIN %
110 MPH 120 MPH 130 MPH
EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
EXP B EXP.0 EXP. B EXP.0 EXP. B EXP.0
10
.042
16"
29'-8"
26'-3"
29'-6"
26'-3"
29'-8"
26'-3"
28'-9"
26'-3"
29'-3"
26'-3"
26'-3"
25'-7"
10
].024
16"
16'-0"
15'-10"
16'-0"
15'-0"
15'-9"
13'-8"
0
.02424'-2"
16"
22'-6"
19'-10"
22'-4"
10"
22'-6"
19'-10"
21'-1"
19'-10"
22'-2"
19'-10"
19'-2"
19'-4"
F24-
24'-1" 24'-2" 23'-6" 24'-0" 21'-6"13'-1"
21'-6" 21'-6" 21'-6" 21'-6" 21'-0"
1�'
24"
13'-0" 13'-1" 12'-3" 12'-10" 11'-2"
11'-7"1'-7"11'-7" 11'-7" 11'-7" 11'-3"
24"16'-3"
18'-4" 18'-3" 18'14" 17'-3" 18'-2"
16'-3" 16'-3" 16'-3" 16'-3"5'-110-
15'-8"
20
.042
16"
23'-0" 23'-0" 23'-0" 23'-0" 23'-0" 22'-9"
21'-10" 21'-10" 21'-10" 21'-10" 21'-10"21'-10"
.032
16"
20'-3" 20'-2" 20'-3" 19'-8" 20'-1" 18'-2"
032
16"
28'-7" 28'-6" 28'-7" 27'-9" 28'-3"
25'-7"
24"
18'-9" 18'-9" 18'-9" 18'-9" 18'-9" 18'-9"
10" 17'-10" 17'-10" 17'-10" 17'-10" 17'-10"
24"
16'-7" 16'-6" 16'-7" 16'-1" 16'-4" 14'-10"
14'-8" 14'-8" 14'-8" 14'-8" 14'-8" 14'-4"
24"
23'-4" 23'-3" 23'-4" 22'-8" 23'-1"
20'-8" 20'-8" 20'-8" 20'-8" 20'-8"
20'-10"
20'-2"
25
.042
16"
19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8"
--::21'-6" 21'-6" 21'-6" 21'-2" 21'-3" 20'-8"
.042
16„
24'-6" 24'-4" 24'-6" 23'-9" 24'-3" 23'-2"
21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-2"
.042
16"
34'-7" 34'1<" 34'-7" 33'-7" 34'-2"
30'-8" 30'-8"-:-:-30'-8" 30'-8" 30'-8"
32'-8"
29'-10"
24"
16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1"
17'-7" 17'-7" 17'-4" 17'-6" 16'-10"
24"
20'-1" 20'-0" 20'-1" 19'-6" 19'-9" 19'-0"
17'-9" 17'-9" 17'-9" 17'-9" 17'-9" 17'-3"
24"
28'-2" 28'-1" 28'-2" 27'-4" 27'-10"
25'-1" 25'-1" 25'-1" 25'-1" 25'-1"
26'-8"
24-4-
30
.042
16"
18'-1"
18'-1"
19'"1"
18'-1"
19'--1"
18'-1"
19'-1"
18'-1"
19'-1"
18'-1"
19'-1"
20
.02411'-9"
12'14"
12'-4"
11'-9"
12'-4"
11'-9"
12'-4".
11'-9"
12'-4"
11'-9"
12'-4"
11'-9"
20
.024
16"
17'-4"
16'-7"
17'-4"
16'-7"
17'-4"
16'-7"
17'-4"
16'-7"
17'-4"
16'-7"
17'-3"
16'-7"
24"
13'-9" 13'-9" 13'-9' 13'-9" 13'-9" 13'-9"
15 _7" 15'-7" 15'-7" 15'-7" --1 5'-7" 15'-7"
F6"
10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-1 "
9'-8" 9'-8" 9'-8" 9'-8" 9'-8" 9'-8"
24"
14'-2" 14'-2" 14'-2" 14'-2" 14'-2"
13'-7" 13'-7" 13'-7" F 13'-7" 13'-7"
14'-2"
13'-7"
40
.042
16"
15'-10" 5'-10" 15'-10" 15'-10" 15'-10" 15'-10"
.032
16"
15'-8" 15'-8" 15'-8" 15'-8" 15'-8" 15'-8"
15'-0"
.032
16"
22'-1" 22'-1" 22'-1" 22'-1" 22'-1"
21'-1" 21'-1" 21'-1" 21'-1" 21'-1"
22'-0"
21'-1"
24"
-1" 12'-1" 12'-1" 12'-1"
13'-8" 13'-8" 13'-8" 13'-8" 13'-8" 13'-8"
24"
12'-10" 12'-10" 12'-10" 12'-10" 12'-10" 12'-9"
12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3"
24"
18'-1" 18'-1" 18'-1" 18'-1" 18'-1"
17'-3" 17'-3" 17'-3" 17'-3" 17'-3"
18'-0"
17'-3"
50
.042
16"
13'14" 13'-4" 13'-4" 13'-4" 13'-4" 13'-4"
15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0"
042
16
19'-0" 19'-0" 19'-0" 19'-0" 19'-0" 18'-10"
18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1"
042
16"
26'-8" 26'-8" 26'-8" 26'-8" 26'-8"
25'-6" 25'-6" 25'-6" 25'-6" 25'-6"
26'-7"
25'-6"
24"
10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3"
11'-2" 11'-2" 11'-2" 11'-2" 11'-2" 11'-2"
24"
15'-6" 15'-6" 15'-6" 15'-6" 15'-0" 15'-0"
14'-9" 14'-9" 14'-9" 14'-9" 14'-9"
24„
21'-10" 21'-10" 21'-10" 21'-10" 21'-10"
20-10" 20'-10" 20'-10" 20'-10" 20'-10"
21'-9"
20-10"
* NOTE: SINGLE RAFTERS SPACED
32" O.C. WHEN DOUBLED AND SINGLE
24" O.C. MAY BE USED AT 48" O.C.
16" O.C. MAY BE USED AT
RAFTERS SPACED
WHEN DOUBLED.
024
16"
10'-7"
10'-7"
11'-7"
10'-7"
11'-7"
_1_4'-9"
10'-7" ?
11'-6"
10'-7"
11' 6"
10'-7"
11'-2"
024
16"
15'-10"
16'-3"
15'-10"
16'-3"
15'-10"
16'-3"
15'-10"
16'-1"
15'-10"
16'-2"
15'-10"
15'-8"
24"
8'-1" 8'-1" 8'-1" 8'-1" 8'-1" 8'-1"
9'-6" 9'-6" 9' 6" 9'-6" 9'-6" 9'-2"
24„
13'-4" 13'-4" 13'-4" 13'-2" 13'-3"
9'-3" 9'-3" 9'-3" 9'-3" 9'-3"
12'-9"
V-3-
032
16"
14.'-4"
14'-9"
14'-4"
14'-9"
14'-4"
14'-9"
14'-4"
14'-6"
14'-4"
14'-7"
14'-4"
14'-2"
032
16"
20'-2"
20'-9"
20'-2"
20'-9"
20'-2"
20'-9"
20'-2"
20'-6"
20'-2"
20'-7"19'-10'
20'-2"
1
.. 4
25
25
24"
11'-1"
24"
16'-7" 16'-7" 16'-7" 16'-7" 16'-7"
16'-7"
12'-1"
12'-1"
12'-1"
11'-10"
12'-0"
11'-7"
17'-0"
17'-0"
17'-0"16'-8"
.042
16„
17'-4" 17'-4" 17'-4" 17'-4" 17'-4" 17'-4"
17-9" 17'-9" 17'-9" 17'-7" 17'-8" 17'-1"
.042
16"
24'-6"
25'-1"
24'-6"
25'-1"
24'-6"
25-1"
24'-6"
25'-1"
24'-6"
25'-1"
24'-6"
25'-1"
24"
13'-3"
13'-3"
13'-3"
13'-3"
13'-3"
13'-3"
24"
20'-0"
20'-0"
20'-0"
20'-0"
20'-0"
20'-0"
14'-7"
14'-7"
14'-7"
14'-4"
14'-6"
14'-0"
20'-6"
20'-6"
20'-6"
20'-6"
20'-6"
20'-0"
0.042'
TYP.
024' 6.
6. '
.042 032'
.032,
.042'
.
3.0
MAX�.O'-i
* 3"x8" RAFTER
* 2"x6.5" RAFTER
* DBL. 2"x6.5" RAFTERS
ALUM. ALLOY 3004-1-136 OR
ALUM. ALLOY 3004-H36 OR
ALUM. ALLOY 3004-1-136
EQUAL
OR EQUAL
EQUAL
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
2 tiN
cl
I U) C4 Coo
c
61 0Urn
uU)w�
awwM
Mo U 0'
Z 00
�Q c�
rn
Q DfESSIq��
co
S5885
1
OF Cp,\L-
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MARK DATE DESCRPTION
4 STEL JOB R 15.1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
MINIMUM FASTENERS
SH -5
5 OF 50 SHEETS
1
a
2
0
3
O
4
0
5
0
5
O
7
a
8
O a V V C Y h M O
MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER
FOR ATTACHED AND FREESTANDING SOLID COVERS
FOOTNOTE: "SAMPLE"
FIGURE INDICATES ATTACHED
FIGURE INDICATES FREESTANDING
2
W 26
W �Noo
w QW
uU)w`
�Ww"
M
o U rn
Z 00
UQ c�
�r
rn
Q�FESS 1(��
o S 5885
..... .....
OF CA1-�F�`
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
7FLA OUINTA
ETY DEPT..
:30VED
'STRUCTION
BY REVISIONS
DATE DE
4 STEL JOB # 15-1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -4
4 OF 50 SHEETS
TABLE 1
TABLE 2
TABLE 3
(2)
211x6 Y2" AND
WALL HANGERS,
3"x8" AND
EXTRUDED AND 3"x8"
WITH
6 Y2' ROLL FORMED
BEAMS
STEEL HEADERS
STEEL
INSERT HEADERS
NUMBER
OF N❑.14 TEK OR
SMS
SCREWS
NUMBER OF
N0.14 TEK OR
SMS
SCREWS
NUMBER OF N❑.14 TEK OR
SMS SCREWS
>-
>-
PER
FOOT OF BEAM
LENGTH
j-�
PER
FOOT OF
WALL HANGER
AND
BEAM
L
Miri
H
PER
FOOT OF BEAM
LENGTH
p E
§E
110 MPH 120 MPH 130 MPH
110 MPH 120 MPH 130 MPH
110 MPH
120 MPH
130 MPH
EXP. BI EXP.
C EXP. B EXP, C
EXP. B EXP. C
EXP. B EXP. C
EXP. B EXP.
EXP. B EXP.
C
EXP. B EXP,
EXP, B EXP.
EXP. B EXP. C
~
~
F-
5'
1
1
1 1
1
2
5'
1
1
1 1
1
1
5'
1
1
1 1
1
1
1
2
2 2
2
2
1
1
1 2
2
2
1 1
1 1
1
1
6'
1
1
1 2
2
2
6'
1
1
1 1
1
2
6'
1
1
1 1
1
1
2
2
2 2
2
3
1
2
2 2
2
2
1 1
1 1
1
1
7
7'
2
2
7,
1
1 1
1-1-
1
2
2
2 3
3
3
2
2
2 2
2
2
1 -!---1
1
1 1
1
2
8'_j_-,22
2 2
2
2
8'
1
1
2
2
2
8'
1
1
1 1
1
12
2
2 3
3
3
2
2
2_!2,:--2
3
3
1 1
1 2
1
g,
2
2
2 2
2
2
g�
1
2
2 2
2
2
g,
1
1
1 1
1
1
2
3
3 3
3
4
2
2
2 3
3
3
1 1
1 2
2
2
10,2
2
2 2
2
3
10'
2
2 2
2
2
10'
1
1
1 1
1
1
2
3
3 3
3
4
2
2
2 3
3
3
1 2
2 2
2
2
11
11
11
3
3
3 4
4
4
2
3
3 3
3
3
1 2
2 2
2
2
12'
2
2
3 3
3
3
12'
2
2
2 2
2
3
1
1
1 1
1
2
3
3
3 4
4
5
2
3
3 3
2
4
.12'
2 2
2 2
2
2
13'
2
2
2 -- t3_
3
13'
2
2
2 3
3
3
13'
[j---2
1
1 1
1
2
3
4
4 4
4
5
2
3
3 3
3
4
2
2 2
2
2
FOOTNOTE: "SAMPLE"
FIGURE INDICATES ATTACHED
FIGURE INDICATES FREESTANDING
2
W 26
W �Noo
w QW
uU)w`
�Ww"
M
o U rn
Z 00
UQ c�
�r
rn
Q�FESS 1(��
o S 5885
..... .....
OF CA1-�F�`
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
7FLA OUINTA
ETY DEPT..
:30VED
'STRUCTION
BY REVISIONS
DATE DE
4 STEL JOB # 15-1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -4
4 OF 50 SHEETS
0
2
0
3
0
4
0
5
0
6
0
7
0
8
A o y o I, o u o. t o r o G o n o I o
SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C
24" TRI -"V" PAN I , I 12"x 3 1/2"W PANEL 6" / 8"x 2 74" FLAT PAN
.50' ,09R (I.S,
.25' .40' .40' R=.117' .77' .67'
.35' .77' .I 5• 180' I
'67• .40' '75' 43, •45' (ALL UNMARKED RADII .06R)
T= (SEE TABLE 3. 0'
BELOW) 65. T= (SEE TABLE .70' 25'
2. 6• 1. 0' ,2S• LI 5' BELOW) 282' 2 4F7L9.S
38' T= (EE TABLE BELOW Z. 7•
.40' 45'
.35' ,7 B 45' TYP.
.3
.403.00' .50' .50'�F�i�50' .40• .50'0• 3A0' 40, .433' L3' 1.3' -.433' E1.92' , .75' L92'
ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
..FOR ROOF PANELS
ROOF PANEL TYPE
10
24" TRI -"V" PAN
12x3"x0.020"
LUSL
0.88 0.83 0.75 0.80
LUSL
PANEL -r
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
EXP.B
I EXP.0
EXP.B
I EXP.0
EXP.B
EXP.0
13'_9"
(IN.)
020(1)
120 MPH SPAN
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
12'-0"
018
11'-1"
11'-2"
10'-7"
10'-7"
9'-11"
15'-3"
15'-3"
9'-0"
8'-6"
8'-7"
8'-1"
8'
.020 R
.024
12,_3"
12'_3"
12'_3"
12,_3"
12,_3"
12,_3"
10
.024
12'-r
12' 8"
11'-10
12'-0'
11'-1"
10 '
10'-10"
17'-7"
10'4"
9'-9"
9'-9"
9'-2"
9'-3"
12' 8"
.032
14'-3"
14'-3"
14'-3"
14'-3'
14'-3"
14'-3"
13'-7"
.032
15'-6'
14'-9'
14'-9"
14'-0'
14'-1"
13'-3"
5'-10"
19'-7"
12'-8"
12'-1"
12'-1"
11'-2'
11'-3"
10'-8"
.040
0'4"
8'4"
8'4"
8'4"
8'4"
8'
.018
1 T-7"
, 6'-8'
16'-9'
15'-9"
16'-0"
15'-0"
12'-1"
11'4
7'-9"
7'-5"
7'-5"
7'-2"
7'-2"
6>10
14'-2"
.020(l)
10'_1"
10,_1•
101_1"
10,_1,
10'_1"
10,_1"
20
.024
15'-7"
9'-6"
9'-6"
9'-0"
9'-1"
18'-0"
18'-0"
12'-6"
B'-8"
8'4"
8'-5"
8'-1"
8'-1"
T-9"
.024
12_1•
12_1•
12'_1•
12.1•
12'_1•
12.1"
.032
11'-2"
10'-9"
10'-9"
10'-3"
10'4"
9'-10"
20
13'-1"
10'-9"
10'-3"
10'4"
9' 8"
9'-9'
14'-8"
16'-2"
15' 6"
7'-3°
7'-3"
7'-3"
T-3"
T-3"
T-3"
17'-7"
.018
17'-7"
13'-3"
12'-9'
12'-9"
12'4"
12'4"
11'-7"
19'4"
16'-3"
16'-3"
7'4"
7'-1"
7'-1"
6'-10"
8,_9.
8,_9,
8,_9,
.8._9.
8,_9"
8,_9.
25
.024
15'-1"
,4'-7"
14'-r
13'-8"
14'-1"
15'-7"
14'-10"
8
8'4"
8'-5"
11,_1•
11,_1"
11,_1•
11,_1"
16'-10"
' 8"
9'-8"
9'-8"
9'-8"
9'-8"
9. 8^
10'-2"
.032
;10-6
9_10,
9'-3"
9'-5"
8'_11•
9"
8'-6"
12-1"
10-6
10 .2,
10'-2"
9'-7"
9'$"
9'-2"
6'-7"
6'-7"
6'-7"
6'-7'
6'-7"
6'-r
.018
11'-0"
10'-r
10'x"
10'-2"
10'-3"
9'-9"
25
7'-3"
7'-0"
7'-0"
6'-9'
6_10"
6'-7"
13,_2"
10'4"
8'-3°
8'-3"
8'-3"
8'-3"
8'-3"
8'-3"
30
.024
11'4"
1 VA"
'-1"
12'-r
12' 8"
12'-2"
12'-3-
11'-0"
8'-3"
8'-0"
- 8'-0"
7'-9"
7'-9"
7'-5-
14,_2,
9.1.
9'-1"
9'-1"
9'-1"
9'-1"
9'-1"
032
15'-0"
144"
14'-2"
13'-7
13' 8"
13'-0"
9'-9"
9'-3"
10'-6"
10'-6"
10'-6"
10'd"
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
..FOR ROOF PANELS
ROOF PANEL TYPE
10
ROOF LIVE/SNOW LOAD, psf
20 25 30 40 50
12x3"x0.020"
LUSL
0.88 0.83 0.75 0.80
24'x7}4"x0.018"
0.85
0.80 .0.65 0.65 - -
• 24"x7j4"x0:024" -
0.90
0.88 0.70 0.65 - -
-24"x2}4"x0.032"
0.90
0.88 - - - -
(1) MULTI -SPAN REDUCTION FACTORS ARE ONLY
APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN
IN TABLE 1 ABOVE.
NOTE: PANEL FASTENERS
ARE SHOWN IN TABLES 1,2 AND 3, SHEET 4
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
It
W o6
W w 04
m M
ILLI
o0�
w QLD
uULI �Lu
F14 CF11, _j W W M
M
O z C00
O
`Q Ch
Q�Foj
ESS I(�
co
w o S 5W5
1
OF CAL
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
M4RK DATE DESCRPTIDN
4 STEL JOB 0 15-1071-1
DATE 3/312015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -3
3 OF 50 SHEETS
12" x 3 1/2" W PANEL
8"x 2 y" FLAT PAN
LUSL
PANEL -r
(IN.)
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
EXP.B EXP.0 EXP.B EXP.0 EXP.8 EXP.0
13,_9"
13'_9"
13,_9"
13,_9"
13,_9"
13'_9"
PANEL -r
(IN.)
020(1)
120 MPH SPAN
130 MPH SPAN
EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0
EXPA EXP.0 EXP.B EXP.0 EXP.B EXP.0
12'-0"
12'-0"
11'-1"
11'-2"
10'-7"
10'-7"
9'-11"
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
.020 R
.024
.ozo
13'-2'
12'-r
12' 8"
11'-10
12'-0'
11'-1"
10 '
10'-10"
17'-7"
17'-7"
17'-r
17'-r
17'-7"
17'-7"
12' 8"
.032
12'-0"
11'4
11'-0'
10'-9'
13'-r
13'-7"
13'-7"
15'-6'
14'-9'
14'-9"
14'-0'
14'-1"
13'-3"
5'-10"
19'-7"
9'•7"
19'-r
19'-7"
19'-7"
19'-7"
024
.040
>1'6
024
1 T-7"
, 6'-8'
16'-9'
15'-9"
16'-0"
15'-0"
12'-1"
11'4
11'_3"
11,_3"
11,_3"
11,_3,
11'_3"
11,_3,
14'-2"
.020(l)
13'4"
12'-8"
12'-9"
12'-1"
15'-7"
15'-7"
15'-7"
15'-7"
9'-6"
9'-6"
9'-0"
9'-1"
18'-0"
18'-0"
12'-6"
12'-0"
12'-0"
12'-0"
12'$-
12' 6"
.032
.024
.032
11'-2"
10'-9"
10'-9"
10'-3"
10'4"
9'-10"
20
13'-1"
14'$"
14'$"
14'-8'
14'$"
14'$"
14'-8"
16'-2"
15' 6"
.032
15'-0"
15'-1"
14'-3'
17'-r
17'-7"
17'-7"
17'-7"
13'-3"
12'-9'
12'-9"
12'4"
12'4"
11'-7"
19'4"
16'-3"
16'-3"
16'-3'
16'-3"
16'-3"
16'-3"
.040
040
15'-1"
,4'-7"
14'-r
13'-8"
14'-1"
15'-7"
14'-10"
14'-10
11,_1•
11,_1•
11,_1•
11,_1"
11,_1•
11,_1"
16'-10"
.020 (1)
16'4"
16'-0"
16'-0"
10'-2"
10'-2"
10'-2"
9_10,
9'-3"
9'-5"
8'_11•
9"
8'-6"
12-1"
12'-0"
12'-0"
12'-0"
12'-0"
12'-0"
12'-0"
024
020
11'-0"
10'-r
10'x"
10'-2"
10'-3"
9'-9"
25
8'-9"
"
13,_2"
13,_2,
13,_2"
13'_2"
13,_2"
10'4"
10'-3"
032
>1"3
9'-5"
11'4"
11'4"
11'4"
11'4"
1 VA"
'-1"
12'-r
12' 8"
12'-2"
12'-3-
11'-0"
13'-3"
14,_2•
14,_2"
14,_2"
14,_2"
14'_2•
14,_2,
.040
.024
15'-0"
144"
14'-2"
13'-7
13' 8"
13'-0"
9'-9"
9'-3"
10'-6"
10'-6"
10'-6"
10'd"
10'-0'
10'-0"
11'-8"
.020(l)
11'-3"
10'-7"
13'-0"
13'-0"
13'-0"
13'-0"
13'-0"
9'-2"
8'-9"
8'-11"
6'-5"
B'-6"
8'-2"
15'-6"
11,_3"
11,_3,
11'_3"
11,_3"
11._3"
11'_3"
.024
.032
10'-2"
9'-7"
9'-9"
9'-2-
30
11'-0'
12'-0"
12' 6"
12'-0"
12'-6"
12'$"
12'-6"
13'-7"
13'-0"
.032
12'-8"
14'-6"
14'-6"
14'-0"
14'-0"
14* -6*
14'-0"
12'-6"
12'-1"
11'-10"
11'-6"
1,'-6"
11'-1"
16'-8"
ITA"
13'4"
13'4"
13'4"
13'4"
13'4"
.040
040
14'-2"
13'-B"
13'-0"
13'-0"
13'-3"
12'-0"
12'4"
12'-6"
9'-1"
9'-1"
9'-1'
9'-1"
9'-1"
9'-1'
14'-10
.020(l)
14'-3"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
8'-3"
8'-1"
8'-1"
7'-10'
7'-10"
7'-0"
10'4"
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
.024
.020
9'-5"
9'-1"
9'-1"
8'-10"
8'-10"
8'-7"
40
8'-3"
11'-4"
11'4"
11'4"
11'4"
11'4"
11'4"
9'-8"
9'-9"
.032
10'4"
10'4"
10'4"
10'4"
10'4"
10'4"
11'-3"
11'-1"
11'-0"
10'-7"
10'-8"
10'-3"
12'_2"
12,_2"
12,_2,
12,_2,
12,_2"
12,_2"
.040
.024
25
9'-11"
9'-7"
9'-7"
9'-2"
9'-3"
8'-10"
8'-2"
8'-2"
8'-2-
8'-2"
8'-2"
8'-2"
1V -O"
.020(l)
11'4"
11'4"
11'4"
11'4"
11'4"
11'4"
7'-1"
T-1"
7'-1"
6'-11"
6'-11"
12'_1"
9'-2"
9'-2"
9'-2"
9'-2"
9'-2"
.024
.032
8'-0"
7'-10"
7'-10"
T$'
7'-8"
7'-6-
50
10'4
10'7"
10'-r
10'-r
10'
13'-8"
13'-1"
13'-2"
12'4"
.032
12,_3"
12'_3,
12'_3,
12,_3"
12'_3"
12,_3"
13'_1"
13._1"
13'_1,
13,_1,
13,_1"
13'_1"
11'-3"
11'_3"
11,_3•
11,_3•
11,_3"
11,_3•
.040
.040
12'-9"
12'-9"
,2'-3"
124
It
W o6
W w 04
m M
ILLI
o0�
w QLD
uULI �Lu
F14 CF11, _j W W M
M
O z C00
O
`Q Ch
Q�Foj
ESS I(�
co
w o S 5W5
1
OF CAL
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
M4RK DATE DESCRPTIDN
4 STEL JOB 0 15-1071-1
DATE 3/312015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -3
3 OF 50 SHEETS
8"x 2 y" FLAT PAN
6" x 2 }4" FLAT PAN
LUSL
PANELT
(IN.)
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
LUSL
PANEL -r
(IN.)
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0
EXPA EXP.0 EXP.B EXP.0 EXP.B EXP.0
12'-0"
12'-6"
12'-0"
12'-0"
12'-0"
12'-6"
14'7"
14'-r
14'-r
14'-r
14'_7"
14'_7"
.020 R
.ozo
10'-10"
10'-1"
10'-3"
9' 6"
9'-r
9'-0"
12' 8"
12'-0"
12'-0"
11'4
11'-0'
10'-9'
13'-r
13'-7"
13'-7"
13'-7"
13'-7"
13'-7-
5'-10"
5'-10"
5'-10"
5'-10'
5'-10"
5'-10"
024
024
10
12'-1"
11'4
11'-0"
10'-9"
10'-10'
10'-1"
70
14'-2"
13'-4°
13'4"
12'-8"
12'-9"
12'-1"
15'-7"
15'-7"
15'-7"
15'-7"
15'-7"
18'-0"
18'-0"
18'-0"
18'-0"
18'-0"
18'-0"
.032
.032
14'-1"
13'-1"
13'-4"
12'4"
12'-0"
16'-2"
15' 6"
15'-9"
15'-0"
15'-1"
14'-3'
17'-r
17'-7"
17'-7"
17'-7"
17'-7"
113"4-
19'-4"
19'4"
19'4°
19'4"
19'4"
19'4-
,o
040
15'-7"
14'-10"
14'-10
14'-1"
14'-2"
17'-6-
16'-10"
17'-0"
16'4"
16'-0"
16'-0"
10'-2"
10'-2"
10'-2"
10'-2"
10'-2"
10'-2"
12 1"
12-1"
12 1"
121"
12 1"
154"
020
020
8'-9'
8'-9"
8'4"
8'-6"
7'-11"
10'-10"
10'4"
10'-3"
9'-9"
9'-10"
9'-5"
11'4"
11'4"
11'4"
11'4"
1 VA"
11'4"
13'-3"
13'-3"
13'-3"
13'-3"
13'-3"
13'-3"
.024
.024
20
9' 8"
9'-9"
9'-3"
9'-5"
8'-11"
20
12'-2"
11'-8"
11'-8"
11'-2"
11'-3"
10'-7"
13'-0"
13'-0"
13'-0"
13'-0"
13'-0"
13'-0"
15'-6"
15'-0"
15'-6"
15'x"
15'-6"
15'-6'
.032
.032
11-10
11'-4"
11 6"
11'-0'
11'-0"
10' 6"
14'-2"
13'-9"
13'-7"
13'-0"
13'-1"
12'-8"
14'-6"
14'-6"
14'-0"
14'-0"
14* -6*
14'-0"
16'$"
16'-8"
16'-8"
16'-8"
16'-8'
16'-8"
040
040
13'-6"
12'-10"
13'-0"
12'4"
12'-6"
11'-10"
15' 6"
15'-2"
15'-2"
14'-10
14-10
14'-3"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
10'4"
10'4"
10'4"
10'4"
10'4"
10'4"
.020
.020
8'-8'
8'-3"
8'-3"
7'-10"
101-8"
10'-1"
10'-3"
9'-8"
9'-9"
9'4'
10'4"
10'4"
10'4"
10'4"
10'4"
10'4"
11'-1"
11'-1"
11'-1"
11'-1"
11'-1"
11'-1"
.024
.024
25
9'-11"
9'-7"
9'-7"
9'-2"
9'-3"
8'-10"
25
12'-0"
11'-6"
11'-7"
10'-10
1V -O"
10'-6"
11'4"
11'4"
11'4"
11'4"
11'4"
11'4"
12'-1"
12'-1"
12'_1"
12'_1"
12'_1"
12'_1"
.032
.032
11'-10"
11'-3"
11'-3"
10'-9"
10'-10"
10'4
14'-1"
13'-7"
13'-8"
13'-1"
13'-2"
12'4"
12,_3"
12'_3,
12'_3,
12,_3"
12'_3"
12,_3"
13'_1"
13._1"
13'_1,
13,_1,
13,_1"
13'_1"
.040
.040
12'-9"
12'-9"
,2'-3"
124
11'-9"
15'4"
15'-1"
15'-1"
14' 8"
14'-9"
14'-1'
9'-3"
9'-3"
9'-3'
9'-3"
9'-3"
9'-3°
9'-9"
9'-9"
9'-9"
9'-9"
9'-9'
9'-9"
.020
.020
8 5"
8'-1"
8'-1"
7'-9"
T-10"
7'-6"
9'-11"
9'-r
9'-7"
9'-2"
9'4"
W-11"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
10'4"
10'4"
10'4"
10'4"
10'4'
10'4"
024
.024
30
9' 6"
9'-1"
9'-2'
8'-10"
B'-11"
8'4"
30
11'4'
10'-9"
11'-0"
104
10'-6"
9'-11"
10'-9"
10'-9"
10'-9"
10'-9"
10'-9"
10'-9"
11'4"
11'4"
114
1 V-4
.032
.032
11'-1"
10'-8"
10'-9"
10'4"
10'4"
10'-0"
13'-2"
12'$"
13'-0"
12'-0"
12'-7"
11'-10"
11'-7"
11'-7"
11'-7"
11'-7"
1�V-7"l
12'-3"
12'-3"
12'-3"
12'-3"
12'-3"
12'-3"
040
.040
12'-7"
12'-2"
12'-2"
1 V-8"
14'-9"
14' 6'
14'-7"
14'-1"
14'-1"
13'-7"
8'4"
8'4"
8'4"
8'4"
8'4"
8'4"
9'-0"
9'-0"
9'-0"
9'-0'
9'-0"
9'-0"
.020
ozo
7' 8"
7'-6"
T 6'
7'-3"
7'-2"
6'-11"
9'-1"
8'-10'
8'-10"
8'-r
8' 6"
8'-1'
9'-0"
9'-0"
9'-0"
Y-0"
9'-0"
9'-0"
9'-6"
9'-6"
9%6"
9'-0"
9'-0"
9'-6"
.024
.024
40
8-8"
8 -3"
8'-3"
8'-0"
8 -1"
7'-10"
40
10'-2"
9'-10"
910"
9'-r
9 �,
9'_3"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
12'-1"
12'-9"
12'-9"
13'4"
12'x"
1i'-1"
.032
.032
10'-2"
9'-10"
9'-10"
9'-7"
9'-7"
9'-3"
10'-3"
10'-1"
10'-1"
9'-10"
9'-10"
9'-8"
10'-r
10'-7"
10'-7"
10'-7"
10'-7"
10'-7"
11'_2"
11,_2"
11,_2"
11'_2"
11,_2"
1'_2,
040
040
>12'"7-
2"
2
11'-2"
10'-0"
10-10"
10'-6"
13'-9"
13'4"
13' 6"
13'-0"
13'-1"
12'r
7'-5"
7'-5"
T-5"
7'-5"
7'-5'
T-5"
8'-3"
8'-3"
8'-3"
B'-3"
8'-3"
8-3-
.020
.020
6'-5"
6'-5"
6'-5°
V-3"
V-3"
V-1"
7'$'
T -r
7' 8"
7'-5"
T 6°
7'-2'
8-3"
8-3"
8-3"
8'-3'
8'-3'
8 3"
8'-9"
8'-9"
8'-9"
8'-9'
8'-9°
8'-9"
024
024
50
74"
7-3
T-3"
7-1"
7-0"
6-11'
S0
8'-9"
8'-r
8'-r
8'-5"
8'4"
8'-1"
9'_1'"
9'-1"
9'_1•
9'-1"
9'-1"
9'-1"
9'-8°
91-8•
9'-B"
9'-8"
9'-8"
9'-8"
032
.032
8'-9"
8'-r
8'-0'
8'-5"
8'4"
8'-3"
10'4"
10'-3"
10'-3"
10'-1"
10'-1"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9'
10'4"
10'-4'
10'4"41:�O�'-4-110'4"040
.0409'-10"
9'-9"
9'-9"
9'-5"
9'-r
9'-2"
11'_10"
11 _7"
11,
11'_2•
It
W o6
W w 04
m M
ILLI
o0�
w QLD
uULI �Lu
F14 CF11, _j W W M
M
O z C00
O
`Q Ch
Q�Foj
ESS I(�
co
w o S 5W5
1
OF CAL
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
M4RK DATE DESCRPTIDN
4 STEL JOB 0 15-1071-1
DATE 3/312015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -3
3 OF 50 SHEETS
u [ Y
OPEN LATTICE STRUCTURES
RAFTER, SEE TABLES WALL LEDGER OR
�ST /NGeU/�O/N r
ROOF OVERHANG,
MAX. O.H. H SEE DETAIL &B 8 C.
25% OF RAFTER SHEET 8.
41 ALLOWABLE
q��O� e Ryq SPAN
I��Ir;
.ge�FS
\
DETAIL 11, SHEET 12
��•G
•(��C'�O•
6
SFS G
NO BEAM SPLICE AT
pEt6
MANDATORY BEAM SPICE - SEE
24
posT
SFFT spq
EXTERIOR POSI
DETAIL 11, SHEET 12
p�
G
NO BEAM SPLICE ATILI
O
?�
G
�f� Ci0
EXTERIOR POSTS �� DAY yd 'm I
LENGTH OF STRUCTURE VARIES G N _
POST WITH SIDE PLAT S
SF- SEE SHT, 11 FOR MINIM M
OOSSp NUMBER OF REDUI
sFF ;I/V" COLUMNS
SFS
3 1/2' SLAB ATTACHMENT
MAY BE USED WHERE
NOTE: EACH COMPONENT IS INTER- sF rSpypgH� PERMITTED.
FT CIN SEE TABLES
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN. S FOOTING WHERE REQUIRED,
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEE TABLES
MAY NOT BE COVERED.
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE
RAFTER, SEE TABLE
FOR SIZE
AND SPACING -
MAX. O.H.
25% OF RAFTER ' OCH y
ALLOWABLE 'fel 1
I
I��Ir;
DETAIL 11, SHEET 12
NO BEAM SPLICE AT OSr
FFJq�
\
DETAIL 11, SHEET 12
EXTERIOR POSTS
gO7N
•(��C'�O•
6
SFS G
NO BEAM SPLICE AT
pEt6
MAY BE USED
24
posT
SFFT spq
EXTERIOR POSI
TO CONSTRAIN
SEE
TAB
p�
LENGTH OF STRUCTURE VARIES
O
?�
G
_
LENGTH OF STRUCTURE VARIES
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
POST WITH SIDE L TP A ES
S S is y
FF
MANDATORY BEAM SPICE - SEE
c G
F REQUIRED
�S
DETAIL 11, SHEET 12
CNUMBER OLUMNS
OST CROSSSECTI
posse
NO BEAM SPLICE AT p
EXTERIOR POSTS S
SF TSp
CHANGEABLE WITH ANY OTHER
SEE POST DETAI
Fly gC7hG
COMPONTENT UNLESS OTHERWISE SHO WN.96�FG
S
�S
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
3 1/2' SLAB
SEE
MAY NOT BE COVERED.
MAY BE USED
NOTE: EACH COMPONENT IS INTER-
pp
TO CONSTRAIN
CHANGEABLE WITH ANY OTHER
sF s%sp
FTgS��StiG
FOOTING, SEE
TABLES
COMPONTENT UNLESS OTHERWISE SHOWN.
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT BE COVERED.
FOOTING SEE TABLES
TYPE "G" FREESTANDING
SINGLE SPAN
LATTICE STRUCTURE
d
WALL LEDGER OR
ROOF OVERHANG,
SHEET8.
SEE AILAB&C
RAFTER,SEE
MAX. O.H.
25% OF RAFTER
ALLOWABLE
MANDATORY BEAM SPICE - SEE
I��Ir;
DETAIL 11, SHEET 12
NO BEAM SPLICE AT OSr
FFJq�
\
DETAIL 11, SHEET 12
EXTERIOR POSTS
gO7N
•(��C'�O•
SFS G
NO BEAM SPLICE AT
pEt6
MAY BE USED
24
posT
SFFT spq
EXTERIOR POSI
TO CONSTRAIN
SEE
TAB
p�
LENGTH OF STRUCTURE VARIES
TABLES
COMPONTENT UNLESS OTHERWISE SHOWN.
?�
G
p 9
spq
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
POST WITH SIDE L TP A ES
S S is y
FF
SEE SHT. 11 FOR MINIMUM
c G
F REQUIRED
�S
CNUMBER OLUMNS
NOTE: EACH COMPONENT IS INTER-
posse
3 1/2' SLAB ATTACHMENT
CHANGEABLE WITH ANY OTHER
SFTpgcgN�
'Al
MAY BE USED WHERE
COMPONTENT UNLESS OTHERWISE SHO WN.96�FG
S
RMITT .
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
SEE
MAY NOT BE COVERED.
FOOTING WHERE REQUIRED,
SEE TABLES
TYPE "F" ATTACHED MULTISPAN
LATTICE STRUCTURE
RAFTER, SEE TABLE
FOR SIZE
AND SPACING—
MAX. O.H.
25% OF RAFTER 1 OJ4-
LENGTH OF STRUCTURE VARIES
MANDATORY BEAM SPICE - SEE
I��Ir;
DETAIL 11, SHEET 12
NO BEAM SPLICE AT OSr
FFJq�
S
POST CROSSECTION,
SEE POST DETAIL,
EXTERIOR POSTS
gO7N
SFS G
3 1/2' SLAB
MAY BE USED
NOTE: EACH COMPONENT IS INTER-
posT
SFFT spq
TO CONSTRAIN
SEE
TAB
CHANGEABLE WITH ANY OTHER
ge�FS�yG
TABLES
COMPONTENT UNLESS OTHERWISE SHOWN.
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
FOOTING SEE TABLES
MAY NST BE COVERED. �.
TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE
�w
CITY OF
BUILDING
APP
FOR CO
�aTE
g CO
W
_
4-j
W FNM
rn
OZ U
W Q��5
� W LL'
W W M
M
co
O Z op
Q M
M
Qp�FESS I(�
55885
1
OF CAL\E
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
M APPROVAL
IT,q
,FFETY DEPT.
VED
TRUCTION
Y
ISIONS
MARK DATE DESDN�fION
4 STEL JOB d 15-1071-1
DATE 3!3015
DRAWN BY MAP
CHECKED DKR
OPEN LATTICE
STRUCTURES
SH -2
2 OF 50 SHEETS
I
e
2
0
3
0
4
e
5
0
B
e
7
0
8
o B o G o u o 1 h o r
SOLID PANEL STRUCTURES
ii
1
ROOF ROOF
OVERHANG, ATTACHMENT OVERHANG,
ATTACHMENT OR WOOD, OR SEE DETAIL A, B & C, �F OR WOOD, OR
ROOF PANEL SEE TABLES SEE DETAIL A, B & C, q �FNGTy OF CONCRETE ROOF PANEL SEE TABLES SHEET 8 AN NGTy OF CONCRETE
SHEET 4 FOR ROOF SHEET 8 Np S sTR(j WALL SEE SHEET 4 FOR ROOF Syq�� STRuCTu WALL SEE
PANEL ATTACHMENT TOHANGER &BEAM. T//F PLL NOT B RFV /FS SHEET 8 P� SUPPOHANG TIN ER BWEAAM EL ATTACHMENT TO MIN. 0.25" SLOPE PER FT. TyF PRO �C �S /Es SHEET 8
SUPPORTING WALL RO/FC S Ty T/
O. SPAN O.
"O.H." NOT TO EXCEED 25% "O.H." NOT TO EXCEED 25%
OF ROOF PANEL OF ROOF PANEL
ALLOWABLE SPAN ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12 B SEE DETAIL 11, SHEET 12� B
FOR NO BEAM SPLICE AT ANDATORY SPLICE. POS�Sp'�/ BEAM -SEE TABLES F FOR NO BEAM SPLICE AT POSPPANDATORY SPLICE. S7- BEAM -SEE TABLES ~
EXTERIOR POSTS. SFE Tgg�FSG = EXTERIOR POSTS. SFE Tge�FslNG FOR POST SPACING =
POSTS, SIZE VARIES O H /ypT POSTS, SIZE VARIES EkC NOT T
SEE SHT. 11 FOR MINIMUM 25% pF Tp EkC i� SEE SHT. 11 FOR MINIMUM pF EFO250
NUMBER OF REQUIRED COLUMNS BFAMgt FD NUMBER OF REQUIRED COLUMNS ALLe1
[LE SPAN SPA
3 1/2" SLAB ATTACHMENT 3 1/2" SLAB ATTACHMENT
MAY BE USED NOTE: NO SPLICE AT EX IOR POSTS MAY BE USED
WHERE PERMITTED. WHERE PERMITTED.
SEE TABLES SEE TABLES
NOTE: EACH COMPONENT IS INTER- NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER
SEE TABLES SEE TABLES
FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION
ROOF PANEL SEE TABLES.`-�-�_a
SHEET 4 FOR ROOF PANEL
�ATtr►IL+ ATTACHMENTTOffljo
SUPPORTING BEAM. 1
��� ] } o.H
yjGll^ moi`
"O.H." NOT TO EXCEED 25%
OF ROOF PANEL
ALLOWABLE SPAN'; -�1/
-SEE DETAIL 11, SHEET:12"�_
FOR MANDATORY SPLICE:.
NO BEAM SPLICE AT
EXTERIOR POSTS.
POSTS, SIZE VARIES
3 1/2" SLAB
MAYBE USED
TO CONSTRAIN
FOOTING, SEE
TABLES
V�FS
SPAN/ BEAM - SEE TABLES
IB Ac FOR POST SPACING
S
NOT T p
OF 8
1FAM .o
ALLOWABLE SPAN
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
` TYPE "C" FREESTANDING W/ CANTILEVER OPTION
ROOF PANEL SEE TABLES MIN. 0.25" SLOPE " OF ST
SHEET 4 FOR ROOF PANEL PER FT O.H RUCTURF
ATTACHMENT TO VAR/FS
SUPPORTING BEAM.
O.H g9A
"O.H." NOT TO EXCEED 25% SPAN
OF ROOF PANEL
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12�
FOR MANDATORY SPLICE.PA PM SPLICE AT O M N/ SPABEAM - SEE TABLES
N EXTERIOR PIOSTS. SFF TgB�FCl/yG FOR POST SPACING =
S T III
POSTS, SIZE VARIES OH. NOT dl
3 1/2" SLAB Ativ
MAY BE USED WAi� 7sl %
TO CONSTRAIN ISI
FOOTING, SEE IU
.TABLES -
FOOTINGS
SEE TABLES NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D'FREESTANDING MULTISPAN W/ CANTILEVER OPTION
W
to 06
W �Noo
2 ZQaii
O V �
w a�
� W u-
WW m
M
M U rn
Z 00
cQ M
�FEss /mac
S58 85
1
OF CA0-
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MWK DATE DESCRIPTION
4 STEL JOB # 151071-1
DATE 31312015
DRAWNBY MAP
CHECKED OKR
SOLID PANEL
STRUCTURES
SH - 1
1 OF 50 SHEETS
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES: DESIGN REQUIREMENTS: WIND SPEED CONVERSION TABLE:
GOVERNING CODES:
1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE
2012 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA BUILDING AND RESIDENTIAL
CODES, ASCE/SEI 7 -10 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2010
ALUMINUM MANUAL -ADM 1-10. COLUMNS BEARING ON CONCRETE SLAB IS IN ACCORDANCE WITH 2012 IRC
AND 2013 CRC SECTION AH105.2 FOR 10 psf RESIDENTIAL CONSTRUCTION AND AC1318-11 FOR 20,25 AND 30
psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION.
DRAWING NOTES:
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE,
ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE
MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE
NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE
AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES AND PROCEDURES.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE
AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE
SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED
CHANGE ORDER.
6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL.
7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
8. ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3
1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUAL TO ZERO.
9. A MAXIMUM COLUMN LOAD OF 750 POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON
EXISTING OR NEW CONRETE SLABS.
10.20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL
CARPORTS.
11. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1.
DESIGN CONSIDERATIONS:
11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT.
12. MINIMUM COVER PROJECTION IS 10'.
13. MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET, WHERE COVER IS ATTACHED TO THE
EXISTING OVERHANG.
14. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7.
15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN
ASCE/SEI 7.
16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES; IN
ACCORDANCE WITH ASCE/SEI 7.
17. THE RATIO (H/P), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT),
SHALL NOT EXCEED ONE (1).
18. THE RATIO (UP), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT
BE LESS THAN ONE (1).
MATERIAL SPECIFICATIONS:
19. BEAMS SHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT.
20. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED
WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS.
21. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
22. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING
PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER
TABLE 1806.2 AND SECTION 1806.3.4.
23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, AND CONFORM TO A500 GRADE B.
ROLL -FORMED STEEL MEMBERS SHALL CONFORM TO A653 SS GRADE 50 G60.
24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307. ALL BOLTS SHALL
HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
25. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE SIMPSON STRONG TIE.
26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR
1976 OR APPROVED EQUAL.
27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH
RESIDENTIAL ATTACHED PATIO COVERS ONLY (10 AND 20 PSF).
28. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2,
EXCEPTION 2.
WIND SPEED CONVERSION TABLE:
THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBC/IBC.
FOR USE WITH THE CRC/IRC, DIVIDE THE REQUIRED CRC/IRC WIND
SPEED BY 0.6
EXAMPLE: CRC/IRC WIND SPEED IS 85 MPH. THE COVER CONSTRUCTION
SHALL BE BASED ON 85 MPH = 110 MPH.
0.6
WHERE SNOW LOADS OCCUR, IT IS THE REPONSIBILITY OF THE
CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL
AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND
SLIDING, PER ASCE 7-10, SECTION 7.7 AND 7.8, IS REQUIRED. SEE
SHEETS 49 FOR SPAN REDUCTION FACTORS.
RESIDENTIAL APPLICATIONS - CRC AND IRC APPENDIX H, CBC AND IBC CHAPTER 16, CBC &
IBC APPENDIX CHAPTER I.
ROOF LIVE AND SNOW LOADS: 10, 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND
LEVEL 25, 30, 40 & 50 psf)
COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16.
ROOF LIVE AND SNOW LOADS: 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL
25, 30, 40 & 50 psf)
ADDITIONAL DESIGN REQUIREMENTS:
1. TABULATED SPANS FOR SNOW LOADS HAVE BEEN ADJUSTED FOR ROOF APPLICATIONS.
2. BASIC WIND SPEEDS: 110, 120,130 MPH, EXPOSURES B AND C.
3. OCCUPANCY CLASSIFICATION AND RISK CATEGORY: II, 11.
4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER.
5. SEISMIC DESIGN PARAMETERS:
SITE CLASS: D
SEISMIC DESIGN CATEGORY: D
MAPPED SPECTRAL RESPONSE COEFFICIENTS: S5= 1.50, S, = 0.6, S� = 1.0, So,= 0.50
RESPONSE MODIFICATION FACTOR, R:125
6. DESIGN ASSUMPTIONS:
A. BUILDING HEIGHT OF MAIN STRUCTURE (MEAN ROOF HEIGHT): 20'
B. LEAST BUILDING WIDTH OF MAIN STRUCURE: 30'
C. MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING: 10'X 10'
A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION:
EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY
THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-LISTED
EVALUATION REPORT. AT A MINIMUM, SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE
FOLLOWING INFORMATION FROM THIS EVALUATION REPORT:
A. TITLE SHEET AND GENERAL NOTES.
B. STRUCTURAL CONFIGURATION (i.e.. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED).
C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL SPAN
TABLES.
D. TYPE OF HEADER, POST TYPE & QUANTITY, FOOTING SIZE (WHERE REQUIRED) BASED ON THE
SITE-SPECIFIC DESIGN LOADS.
E. APPROPRIATE STRUCTURAL DETAILS.
F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING
JURISDICTION.
SHEET INDEX :
SHEET # SHEET TITLE/ DESCRIPTION
CBC / IBC
WIND SPEED
EQUIVALENT CRC / IRC
WIND SPEED
110 MPH
85 MPH
120 MPH
93 MPH
130 MPH
101 MPH
SEE CONVERSION METHOD, THIS PAGE,
FOR APPLICATION AND USE.
SITE DESIGN PARAMETERS:
SITE ADDRESS:
WIND SPEED & EXPOSURE:
ROOF / SNOW LOAD:
STRUCTURAL
ENGINEERING FIRM
XTC/ENG/NEE/7/NG
STRUCTURAL ENGINEERING
109 EAST ESCALONES PHONE: (949) 388.9333
T-0..................TITLE SHEET, DESIGN LOADS, GENERAL NOTES SAN CLEMENTE, CA 92672 FAX: (949)388-3773
SH -1 ............. SOLID PANEL STRUCTURES STRUCTURAL ENGINEER
SH -2 ............OPEN LATTICE STRUCTURES OF RECORD: DUSTIN K. ROSEPINK. SE 5885
SH - 3-4 ........PANEL SPANS TRI -V, W -PANEL & FLAT PAN POINT OF CONTACT: BRADLEY STEVENS
SH -5 ...........MINIMUM FASTENERS
SH -6 ...........RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS
SH -7 ............HEADER BEAM TYPES, COLUMN / POST TYPES
SH -8 ............EXISTING EAVE CONNECTION DETAILS
SH - 9 ............HANGER CHANNELS AND MOUNTING BRACKETS
SH - 10 .........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS
SH -11 ..........LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REO. COLUMNS
SH -12 ..........BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS
SH - 13 ..........HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS
SH -14 ..........BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS
SH -15-17 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH
SH - 18-20 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130 MPH
SH - 21-23 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH
SH - 24-27 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH
SH - 28-30 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH
SH - 31-33 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH
SH - 34-36 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH
SH - 37-38 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130 MPH
SH - 39-40 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH
SH - 41-42 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH
SH - 43-44 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH
SH - 45-46 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH
SH - 47 ..........INSULATED ROOF PANEL ATTACHMENT DETAILS
SH - 48 ..........SNOW DRIFT DESIGN
SH - 49 ..........SPAN REDUCTION FACTOR TABLES
SH - 50 ..........ADDITIONAL STATE LICENSURE STAMPS
CITY I
BUILD I
A'
FO
z
W �
W U) rn NOo
LIJ
o��
w aW
ucnw�
Lu 2
WW
W cM
cn
M Urn
Z CO
UQ M
Q�FESS I(�
4
$5.85
OF CAL
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
F LA QUINTA
G & SAFETY DEPT.
LVED
C"VST UCTION
B
REVISIONS
MARK DATE DESCRIPTION
4 STEL JOB # 157071-1
DATE 3!312015
DRAWN BY MAP
CHECKED DKR
TITLE SHEET,
DESIGN LOADS,
GENERAL NOTES
T-0
0 OF 50 SHEETS