14-0505 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
-LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address:
APN:
Application description:
Property Zoninq:
Application valuation:
Applicant:
14-00000505
53205 AVENIDA RAMIREZ
774-051-021-10 -000000-
PATIO COVER - RESIDENTIAL
COVE RESIDE_NT_I_A_L_
4000
Architect or.Engineer:
�V
------------------
LICENSED CONTRACTOR'S DECLARATION
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 70 0) of Division 3 of the Business and Profess' Code, and my License is in full force and effect.
License I s: CS CS Li ense No.: 937811
r
Dater f�w) 14tractor:/
el-
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjur aYl am exempt from the Contractor's State License Law for the
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. -Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
(_ I I, as owner of the property, or my employees with wages as their sole compensation, will do the work,:and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner,builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_ 1 I, as owner of the property, am exclusively contracting with licensed contractors'to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
( ) I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
1 hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name: Nj
Lender's Address:
LQPERMIT
t Owner:
JOSHUA LORETT
53205 AVENIDA
/—LA QUINTA, CA
(760)534-4614
RAMIREZ
92253
Contractor:
VALLEY PATIOS
37897 CHESTERFIELD
BERMUDA DUNES, CA
(760)534-4634
Lic. No.: 937811
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
tr2-
APR
� -1 14
014
CITY OF !A t,2U*1TA
-----------------------------------------------
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
ssued.
I and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
er SOUTHERN INS CO Policy Number PWC006609-13
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should become sublec the workers' compensation provisions of Section
3700 of the L r Code, (.shall forthwitl co ly with those provisions.
Date: Applicant:
WARNING: FAILURE TO SECUR E S' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CR INAL ENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADD( N TO HE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CO , TEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT _
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application. '
1 . Each person upon. whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject .
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and cou ty ordinances and state laws relating o building construction, and ereby uthorize representatives
of this g6t{n o enter upon the above-mentioned p pert or inspection purpo es.
Date' Signature (Applicant orgent
Application Number . . . . . 14-00000505-
4-00000505Permit
Permit. . . PATIO COVER 2013
Additional desc :
Permit Fee . . . . 95.81 Plan Check Fee
.00
Issue Date . . . . Valuation . . .
. 4000
Expiration Date 10/22/14
Qty Unit Charge Per
Extension
1.00 95.8100 EA MISC PATIO COVER, STD
95.81
---------------------------------------------------------
Special Notes and Comments
PATIO COVER - 150 SQ FT SOLID DURALUM
PATIO COVER (DURALUM SPECIFICATIONS].
2013 CALIFORNIA BUILDING CODES.
----------------------------------------------------------------------------
Other Fees BLDG STDS ADMIN (SB1473)
1.00
PLAN CHECK, PATIO COVER
94.38
STRONG MOTION (SMI) - RES
.50
Fee summary Charged Paid Credited
----------------------------------------
Due
-----------------
Permit Fee Total 95.81 .00 .00
95.81
Plan Check Total .00 .00 .00
.00
Other Fee Total 95.88 .00 .00
95.88
Grand Total 191.69 .00 .00
191.69
LQPERMIT
Bin #
City of La Quin0
Building 8L Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
`T
Project Address:
Owner's Name:
rAddress:56'L0,7�)
A. P. Number:
Legal Description:
City, ST, Zip: 1
yTia
Contractor: _ �Q
Tele hone:
P c� C
's```:<•':s`'<•`•<`?
Address:
Project Description: k-Y,7
City, ST, Zip:
TeleP h0 ne ^V,
State Lic. #:
City Lic. #;
Arch., Engr., Designer:
Address:
City., ST, Zip:
..CTelephone:
onstruction Type; Occupancy:
:
(A252YMProject
Add Alter Repair
Demo
type (circle one): New
Name of Contact Person:
Sq. Ft.:
# Stories:
# Units:
Telephone #,of Contact Person:
Estimated Value of Project: o
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
tem
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calci.
Called Contact Person
Plan Check Balsnce
Title 24 Calcs.
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 corrections/issue
Developer Impa: t Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
Scho61 Fees
Total Permit Fets
z
Lorett Residence
53205 Ave. Ramirez
La Quinta,, CA 92253
Proposed Alumawood
Patio Cover
F 2'��
Solid
Roof
Patio 13'
Cover
5' 32''42"
" Solid Roof Patio Cover 10'
7
CITY OF LA10' UINTABUILD NG & SAFETY pT.
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7'-3' 30
6'-1" 23
5'-1" 30
2 ,,
6'-9' 21
6'-8" 29
6'-8" 21
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6'-6' 29
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3"W4.042" BEAM 3"x8"4.042" BEAM DBL. 3"x8"x0.042" BEAM DBL. 3"x8'x0.042" BEAM
DBL. 3"x8"4.042" BEAM W/ 14 GA. STL. INSERT W/ 12 GA. STL. INSERT @?�->\W/ DBL. 14 GA. STL. INSERTP W/ DBL. 12 GA. STL. INSERT
ALUM. ALLOY 3004-H3 OR EQUAL Iwl ASTM GRADE50 ASTM GRADE50 ALUM. ALLOY 3004-H3 OR EQUAL ALUM. ALLOY 3004+13 OR EQUAL w
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MAX COL. S o MAxCING FTG. MIN MAxCING FTG. MIN. MAxPOST FTG MIN. MAXPOST FrM MIN. MAX -POST FTG MIN. MAX.POST MIN. MAXPOST MIN. MAXPOST
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2 ON SLAB tt a (SPAN) (IN) TYPE (SPAN) TYPE (SPAN) �) TYPE (IN) (IN.i
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19'-0' 21 19•� 17'-8 331 (7 18'-4' 21 18'1' 30 20'-1' 21 20'-1" 30 25'-1 23 25 -1 ' 32 28'-4" 24 2T;27"-0"
35 ar .- "
181 23 C 17'-8` 31 G 20'-1" 24 C 19'1" 32 G 5'-10' 26 E 4'-10 34 H 37 J
• 26'-4' 27 E5 ,<n z
0 11'-4■ 6' 1 T -T 22 17 -7 29 16 -9' 21 16'-9' 29 18-4' 22 18'1' 30 23'-8' 24 23'-8' 32 5'-1 ' 25 S 34 0
1.. 16'-0' 24 C+ 16'-1' 31 G 16'-9' 24 C 16'-2" 31 G 18'-4' 25 C 17'-8' 31 G 23'-8" 27 E 22'-9` 33 H ' 2" " 5'-10" 27 E 10' 36 J 6
!� 9,�" 7, 16'-0 5._3. 224 C 16 -0 5�-0' 230 G 15 -15'-T 224 (; 15 -15'-0" 230 (j 17 -1 " 22 E 17 -1 30 22'-0 24 22'-0' 32 24'-0" 25 q� 0• 34 a o
17'-1 25 161' 31 G 22'-0" 27 E 21=1" 33 H 24'-0" 28 E 23'-1' 35 J 71 <0 _
15'-0' 23 15'-3' 30 14'-T 22 14'-T' 29 16'-0' 23 16'-0" 30 20-7" 25 20=T 32 22' 2 26 E �•-0• 34 J 8� o g z
J 8 -6 8 14'1' 25 E 14'-0" 29 G 14'-7" 25 E 14'-1' 29 G 16'-0' 26 E 15'1" 30 G 20'-T 28 E 19'-9" 32 H 2 -0 29 21'-T 34 w
• 14'1' 23 14'1' 30 13'-9' 23 13'-9' 30 15'-1' 23 15'-1' 21 19'-4' 25 19'1' 33 21'-2" 26 21'-2" 35
T -T 9 13=7' 25 E 13'-2' 30 G 13'-9" 26 E 13'-3" 30 G 15'-1' 26 E 14'-6' 30 G 19'-4" 29 E 18-7' 32 H • E 9 $
21-2 29 20'1 35 J
C 6'-9" 10' 13' 2' 10' 226 E 13'-6 T-7' 330 G 13'-13•-1' 22g E 13'-12.-7" 330 C7 14'- �4•-3" 227 E 14'-3' 21 18'1' 26 18'1' 33 20'-1" 27 20'-1' 35
13'-9" 31 G 18'1" 29 E 1T-8- 33 H 20'-1' 30 E 19'1' 35 J 10'
r" 6'-2' 11, 13'-12'-3' 226 E 13'-''2�-0" 330 G 12'-0 2�-0" 226 E 12'-6 2�-0" 330 �j 13'-8' . . 24 E 13'-8' 31 17'-T 26 17'-T 34 19'-2' 27 19'-2' 36 a
13-8 27 13'-1" 31 G 17'-7" 30 E 6'-10" 33 H 19'-2' 30 E 18'-6' 35 J 11
5'-8" 12'
'I 2Z'- -9' 227 E 12'-6 ; 331 G 12'-02'-0" 227 E 12'-0 ; -0" 331 G 13 113•-1' 228 E 13'-1; 2.-7' 332 G 16' 9" •- " 27 16'-9" 34 H 18'1' 28 18=4" 36 a 8
16 9 30 E 16'-2' 34 I 18'1" 31 E 17'-8" 36 J 12 0 !Z
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MAX.COL. S o MAX.POST FTG MIN. MAX.POST FTG MIN. MAXPOST FTG MIN. MAX.POST FTG MIN. MAXPOST FTG MIN. MAXPOST FTG MIN. MAXPOST MIN, MAX -POST MIN. MAx.POST MIN. MAXPOST o
2 SPAGNG m SPACING POST SPACING POST SPACING POST SPACING (IN) POST SPACING (IN) POST SPACING POST SPACING FrG' POST SPACING FTG' POST SPAGNG FfG POST SPACING MIN. ) POST _
ON SLAB * (SPAN) (IN) TYPE (SPAN) (IN) TYPE (SPAN) (IN') TYPE
IL (SPAN) TYPE (SPAN) TYPE (SPAN) (W') TYPE (SPAN) (IN) TYPE (IN) (SPAN) (IN') TYPE (SPAN) TYPE /
(SPAN) TYPE
19'-0' 22 C 19'-3' 32 18'1' 22 181' 31 G 20'-1' 22 20'-1' 32 G 25'-1 24 25 =1 34 H 28'1" 25 2T-8" 35 ~ ,
13 -7 5 16'-0' 24 B 16'-1" 32 G 17'1" 24 C 17'-0" 33 H 19'-0" 25 C 18'-6" 33 H 24'1' 27 E 26'-1' 37-1—K]
3'-10 36 K 26•-8 28 E5
0 11'-4" 6' 1 T -T 23 C 17'-7' 31 G 16'-9' 22 16'-9' 31 18'1" 23m
N 15'-1' 25 14'-8" 32 5'-10" 25 C 15'-6" 32 G C 18'1" 31 G 23'-8" 25 23'-8" 33 H 5'-1 ' 26 5'-1 34 H m o 6
t 9,_8. 7, 16'-0' 23 C 16'x" 30 G 15'-T 23 17.4
7'1' 26 33 H 28 E 21'-9' 35 1 E
24'1' 29 23'-9" 36 J 6' u u <
14-0' 25 13'-8" 31 14'-8" 26 Ci 15'-14-4" 331 G 17'-116-1" 226 E 17'-1" " 31 22'-0" 26 22'-0' 33 24'-0" 26 24'-0" 34 H m < s
15'-8 32 G 20'-8" 29 E 20'-2" 34 H 22'-7" 29 E 22'-1' 35 1 7' m
8'-6- 8' 15'-3' 24 E 15'-3" 30 14'-T 23 14'-7' 29 16'-0" 24 16'-0" 30 20'-7" 26 20 8•-10" 334 H 22•-0• 27 E ��-0" 33 H 89cc
13'-1" 26 C 12'-9' 30 G 13'-9" 26 E 13'-6" 31 G 15'-1" 27 E 14'-8" 32 G 19'-4' 29 E 21'-2' 30 20'-8" 34 I
--I 7'-7' g' 14'1' 24 14'1" 30 13'-9" 24 13'-9" 30 15'-1' 25 15'A" 31 G 19'1" 27 19'1" 32 21'-2" 27 21'-2' 34 H
_J 12'1' 26 E 12'-1" 30 G 13'-0" 27 E 12'-8" 30 G 14'-2" 27 E 13'-10" 31 H 18'-3" 30 E 7'-10" 33 H 20'-O 31 E 19'-6" 34 I 9
13'-8' 25 13'-8' 31 13'-1" 24 13'-1" 30 G 14'-3" 25 14'-3" 31 1 B'1" 27 18'1" 33 20'-1" 28 20'-1' 34 H
CD 6-9 10 11'-8' 27 E 11'-6" 36 G 12'1" 27 E 12'-1" 30 H 13'-6" 28 E
13'-2" 31 H 17'1" 30 E 17'-0" 33 H 19'-0" 31 E 10'
T_ 6'-2' 11' 13'-1' 25 13'-1' 31 12'-0" 25 12'-6" 31 G 13'-8" 25 13'-8" 31 17'-T 28 17'-T ±34H
19'-2" 28 19'-218'-6"3 I
11-2' 27 E 11'-0" 30 H 11'-9" 28 E 11'-6" 30 H 12'-10" 28 E 12'-7" 31 H 16'-7' 31 E 16 -2" E 11
18'-1" 32 17'-8" 34 t
5'-8' 12' 12'-00'-e" 227 E 12'-6p•-0" 330 I -'I 12'-0; -3" 228 E ng4:5d4
13'-1" 26 13'-1" 3 16'-9" 28 16'-9" 18'1" 29 18=4" 35 �' z
12'1" 29 E 12'-1" 32 H 5'-10" 31 E 15'-6' 17'-4" 32 E 17'-0" 34 12' p
MOD
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ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTAND/NG SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID p r
MAXCOL S D MAX POST FIG.MIN. MAXPOSf FTG MIN. MAX.PING FTG MIN. MAX.Posr FrG MIN. MAXPOST MIN. MAXPOST MIN. MAX POST U
MIN. -
SPA m SPACINGPOST SPACING POST SPACING POST SPACING POST SPACING �G' POST SPACING FTG' POT SPACING NG FTG. POST SPACING �C'' ppm gp CNG �G POST SPACING MIN.
= ON SLAB t F (SPAN) (IN.) TYPE (SPAN) (I"') TYPE (SPAN) (IN.) TYPE (SPAN) (IN') TYPE (IN) IN.
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18'-4' 23 C 18'x' 33 18'-4' 23 C 18'-0' 33 20'-1' 24 19'-8' 34 H 25'-1 26 25'-3' 36 J 28'1" 26 2T-0" 37 a o
13 -T 5 15'-1" 24 B 14'-9" 33 H 16'-0" 25 B 15'-7" 34 H ._ "
171 26 C 17 1 35 I 22'1' 28 E 1'-10 37 K 24'-6" 29 E 24'-0" 38 K 5
11,-4• 6' 16'-9' • 24 16'-9' 32 16'-9' 24 16'-6' 32 G 18'1' 24 18'-0" 33 23'-8" 26 23'-1" 35 I 5'-1 27 25-3' 36 JY
M 3'-10 25 C 13'-0 32 G 14'-7- 26 C 14'-3' 33 H 15'-10 26 C 15'-T 34 H 20'-6" 29 E
• " 20'-1' 36 K 22'1' 30 E 1'-10" 37 K 6 w
r 9,_8. 7' 15' 12'-9' 226 (; 15 -0 2'-7- 332 G 15 -7 3 -0� 226 C 15 3'-2" 332 G 17'-1 -2 16'-8" 32 9-.42Z-0 " 27 21'-6" 34 H 24'-0' 28 23'-0' 35 I m =
14'-9' 27 E 14'-6" 33 H 19'-0" 29 E _ > g m
14'-T 25 E 14'-6' 31 14'-7' 25 E 14'-3" 31 16'-0' 25 15'-7" 32 20-7' 28 20'-18,_7 34 5 H I 22•-6 0� g• 2g0 E 22•.p O'_3. 356 K 7, al 9 in
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7'-T 9' 13'-9' 25 13'-8' 30 H 13'-9" 25 13'-6" 30 H 15'-1" 26 14'-8" 31 19'1" 28 19'-0" 33 21'-2' 29 20'-8' 34 H
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7"1 -BEAM
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10,
V-4"21'-1"
232
E
19'
333
H 23,
233
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21'
334
11'-410-0�
225
C
11'
229
G
9'-4"
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224
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228
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20'-2"
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8'-9'
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10'
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6'-2'
11'
20'
233
E
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334
22'
334
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20'-89'-7'
335
1 10,
225
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329
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24
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LL
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5.�.-
12;
20'=1"
30
E
18'-3" 35
I 22'-1"
31
E
20'-1'
36
J 10'-0"
23
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10'-4"
30
G
8'-T
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22
8'-T
T-8"
28
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9'-10
34
17'-3"
34
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26
9'-6"
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8'-2"
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24
8'-0"
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6 7
30
G
12
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FREESTANDING SOLID ATTACHED SOLID
FREESTANDING SOLID
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MIN.
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MAX.POST
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MAX.POST
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SPACING
SPACING
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3
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POST SPACING
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POST SPACING
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F
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( AN)
TYPE
(SPAN)
TYPE (SPAN)
TYPE
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(W')
TYPE (SPAN)
(IN.)
TYPE
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(IN')
TYPE
FOR DBL
2-c6.5•x0.032-
FOR 35t8'
BEAM
(IN.)
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FOR DBL
2 455t0A37
FOR 35th'
BEAM
(IN.)
TYPE
3
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a v m
13'-T
5'
229
E
24'-022-4"
337
1 29,
230
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26-4-24'-8"
338
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224
B
15'-13..
332
G
13'- j
13--1 q
B
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229
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230
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I 27'
231
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24'- 23.-3"
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224
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14'- �2�-3'
332
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21
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1
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23
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28
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24'-0" �-
28
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21'-0'
34
H 26'-4"
29
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23'-_8
35 1
13'-6'
23
C
13'-2"
30
G
11'-2"
11'-1°
B
22
11'-2"
11'-1"
27
m $m
231
31
20'-1'
36
K 25'-6"
32
22'-1'
37
K 11'-8"
25
11'-4"
31
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9'-2"
23
10'-4'
9'-0"
27.G
7
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8 -6
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3'-0"
29
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20'-7'
34
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24
C
12'-4"
30
G
10'-6'
10'-4'
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22
10'-6'
10'-4•
27
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22'-1'
32
19'-2'
36
I 24'-4'
33
21'-2"
37
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26
10'-8"
30
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24
9'-9'
8'-4'
27
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19'-9"
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34 1
12'-0" 24
11'-0"
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29
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9'-10'
9'-9'
C
23
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9'-8'
27
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21'-3'
33
18'-6"
35
I 23'-6'
34
20'-4'
36
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30
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24
9'-2"
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27
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9
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6 -9
10
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30
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19'-1"
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34
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31
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21'-1'
34 1
11'-4' 25
11'-1"
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29
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9'-4"
9'-2'
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23
9'-4"
8'-9"
28
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34
35
I 22'-8"
35
19'-8"
36
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27
9'-T
30
9'-0"
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8'-4"
7'-2'
27
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10
0
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11'
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335
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18'-6T-3"
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336
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10'-19-q" 227
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225
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228
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G
11'
5'-B'
12'
9'-0'
31
35
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18'-0"
35
I 22'-1"
32
E 19'-9'
36
J 10'-4' 25
E 10'-2"
30
H
8'-T
T-8"
C
23
8'-7'
7'-4" 28
x
y
16'-9"
34
J 21'_3•
37
18'-6"
35
9'-0"
27
8'-9"
31
G
8'-2'
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25
7'-4"
6'-0'
28
G 12'
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6063-T6
97
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ATTACHED SOLID FREESTANDING SOLID ATTACHED SOL/D FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLD ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTAND/NG SOLID o _
Q
MAX.COL S o MAX.POST FTG MR MAX.POST FIG. MIN. MAXPOST FfG MIN. MAXPOST FTG MIN. MAXPOST FTG. MIN. MAX.POST FTG MIN. MAX.POSTFFTG.MIN MAX.POST MIN. MAXPOST f a � y
SPACING m SPACING POST SPACING (IN) POST SPACING POST SPACING POST SPACING POST SPACING POST SPAGNGPOST SPACING FTG POST SPACING FTG POST SPACING
GT FTG• POST m o F-
2 ON SLAB �t a (SPAN) (�') TYPE (SPAN) TYPE (SPAN) (�') TYPE (SPAN) (W') TYPE (SPAN) �') TYPE (SPAN) (IN.) TYPE (SPAN) TYPE (SPAN) (w') TYPE (SPAN) (IN.) TYPE (SPAN) (IN') TYPE
LL " . Oto• 17 9'-6" 25 13 -7" 19 12'-4' 27 13',3" 19 12'-r 27 8'-3" 16 T-6' 23 23'-4" 21'-0" 31 , Cogs
13 -7 5 10•x• 19 B 9'-2' 26 G 13'-7' 21 B 12'-1' 28 G 13'-0' 21 B 11'-9' 28 G 8'-3' 18 B 7'-3• 25 F 23'x' 25 E 20'-8' 33 G 5 ro z
O 11,-40 6' 18'-10" 24 12=9' 19 11'$' 26 12'-2" 19 11'-0" 26 T9- 16 7'-1" 23 22'0" 23 20'-09-0 332 G 6 m w 0
r '•-1:2--p- B 6'-8" 2s G 12'-s• 22 B 11'-4• 28 G 12'-2" 21 B 11'-2" 2s G 7'-s• 1s B s' -1o• 2a F 22'-0• 2s E °'
!• 9'-3' 18 B 8'-6' 25 G 12=2' 20 B 11'-1' 26 _ a W
91-80 T 9'-3' 21 8 -3' 26 12'-2" 23 10'-9" 27 G 11-11'-3" 222 B 10 10'-7' 227 G 7'-4"7•-4• 1; g BNW-0-2
23g F 0 20 =10 1-1 227 E 19'-0 8�-]" 332 G 7, i
8'-60 8• '-10" 19 8'-2" 25 11'-8' 21 10'-7' 27 10'-T 20 10'-4" 27 T-1' 18 24 ffF 20'-1' 25 18'-2' 31 0
8'-10' 21 B '-10• 25 G 11'-8' 23 C 10'-4' 27 G 10'-T 23 B 10'-2" 27 G 7'-1' 20 B 25 20'-1' 28 E 17'-9" 31 G 8 Was
—� ],-]w 9' 8 =T 19 T-9" 26 11'-1' 21 10'-2' 28 10'-0" 20 10'-0" 27 6'-9" 18 25 19'-r 25 17=6• 32
_I 8'-r 22 B ra• 2s G 1 r -r 24 C 10'-0• 27 G 10'-0• 23 B s' -r 27 G B O
6-9' 20 26 G 19'-2" 28 E 1T-1" 32 G 9
w , 8'-3' 20 7'-T 26 10'-6" 22 9'-10' 28 9'-6• 21 9'-6' 28 6'-7• 18 5 18'-3' 26 6'-10' 32 ,
O 6-9 10 8.-0. B ]•�• 27 G 10'-6' 24 C+ 9'-T 28 G 9'-6' 23 C+ 9'-2' 28 G 6'-7' 21 B 5'-10" 27 G. 18'-0" 29 E
• • 16'-6' 32 H 10
�" 6'-2" 11' 8 -0' 20 7 -4 27 10 -0' 22 9'-7" 29 9'-1" 21 9'-1' 28 6'-4" 19 5'-10' 26 1 T-4" 26 16'-4• 33 _
8'-0• 23 B T-2' 28 G 10'-0' 25 C 9'-0" 28 G 9'-1' 24 C 8'-9' 28 G 6'-4' 21 B 5'-8" 28 G 1 T-4' 29 E 16'-0' 33 H 11 4
5'-8" 12' T-T7�-T
21
Ci 7,-2 7'-0" 228 G 9--7'g,-7' 225 E 9'-3 9 -1" 229 G 8'-8" 21 8'-8• 29 6'-2" 19 5'-8" 26 16'-8" 27 1610° 34 m S!
8'-8" 24 C 8'-4' 28 G 6'-2' 22 B 5'-T 28 G 16'-8' 30 E 15'-7' 33 H 12' o k
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8'-6"
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6'-2"
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9'
10'
11'
12'
9'-9'
g•-0-
9'-0'
9-2'
8'-10' _ _
8'-9"
8'-T
8'-6'
8-3 8'-2"
8'-0'
7'-9"
T-T]�34
-0"
19
21 B
19
22 B
20 _
23 B
20
23 B
21 B
21
24 B
224 Ci
8'-10"
8'-6"
8'-6"
8'-1"
8'-2"
7'-8"
7'-9"
7'-4'
7 -7 ]�-2"
7'-4'
7'-0"
7'-2 g• -g•
26
27 G
26
27 G
25
27 G
26
28 G
228 G
27
29 G
2g0 G
12'-s"
12'-8'
12'-2"
1Z_0I
11'-8"
11'-6"
11'-1•
0'-10
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10'-0"
9'-9'
9'-7 9 �"
20
23 B
21
24 B
22
25 C
22
25 C
226 C
23
26 C
226 E
30
11'-8" 28
11'-1 ° 29 G
11'-1' 27
10'-6" 29 G
10'-7' 27
10'-1' 29 G
10'-2" 28
9'-8" 28 G
9'-109 �" 228 G
9'-7" 29
9'-1" 29 G
9�-3 8 -g" 230 G
13 -1
12'-2"
12'-0"
11'-3"
11'-1'
10'-7"
10'-4"
10'-0"
9'-9'
9'-6"
9'-3'
9'-1'
8'-10"
8'-8"
8'-4'
22 11-6' 30
20 11'-6" 28
23 B 0'-10' 29 G
20 10'-1 27
23 B 10'-3" 29 G
21 10'-4" 27
24 B 9'-9" 28 G
21 C 10'-0" 27
24 B 9'-3° 28 G
22 9'-6" 28
25 C 8'-9" 28 G
2 9'-1" 28
25 C 8'-a" 29 G
22 8'-8" 29
25 C 8'-1" 30 G
8'-2" 19
7'-1 "
27
F
23'-1"
27
E
20'-1"
34
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5'
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7'-8' 20
7'-4' 18
7'-3' 20
7'-1" 18
T-0' 21
6'-9" 19
6'-9' 22
B
B
T-1" 24
6'-8' 27
F
22'-0" 24
21'-9" 28
E
20•-0" 32 C,
19'-0" 34 H
6'
6'-9" 24
6'-4" 27
F
G
0'-1 ' 25
20'-8' 29
E
19' 32 G
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7
B
6'-6" 25
6'-1" 28
F
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20'-1 ° 26
19'-9" 29
E
f18'-�2;* 31
7'-3° 33 H
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8
B
6'-2" 26
5'-10 29
G
19'-2' 27
18'-9" 30
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17'-6' 32
16'-7" 33 H
,
9
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ATTACHED SOLID
I FREESTANDING SOLID
ATTACHED SOLID
I FREESTANDING SOLID1
ATTACHED SOL/D
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
B
5'-10" 27
5'-7" 30
G
17'-4" 27
17'-1" 31
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MAAC�T
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20
23
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MIN.
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FREESTANDING
SOLID
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3
(SPAN)
(IN) POST
TYPE
SPACIMAX.PNG
SPACING
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(IN) POST
SPACING
(INS
POST
SPACING
(IN)
POST
SPACING
POST
(IN')
SPACING
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POST
SPAGNG
FTG[MIN.
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SPACING
FTG MIN.
MAXPosr FfG MIN.
MAXPOSTi
MIN.
5_ON
iSPACING
ATTACHED SOLID
MAX -POST FTG
SPACING
(SPAN) (IN.)
8'-3" . 18
8 -0 26
7'-9" 18
T-6' 21
7'-4' 19
7'-1' 21
7'-1' 20
6'-9' 22
6'-9' 20
6'-7' 23
6'-7" 20
6'-4' 23
6'-4" 21
'4
6'-2"6,-0' 224
SLAB t
t
SOL/D
ATTACHED SOLID
(SPAN)
TYPE
(SPAN)
MIN
POST
TYPE
B
B
B
B
B
BCT
(�
TYPE
(SPAN)
MAx PosT FTG
SPAGNG (��
(SPAN)
13'-13.-1' 223
12'-9' 22
12'-4" 24
12'-2' 22
11'-8° 25
23
11'-1" 26
226
24
'-10" 27
227
9'-Tg�-1" 228
TYPE
(SPAN)
TYPE
(SPAN)
(IN') TYPE
(SPAN)
(IN') YPE
(SPAN)
POST
(IN.) TYPE
SPACING POST
(IN')
SPACING'
ppST
m �
23'-4" 25
22'-6" 28
E
13 -T
5
10'-4'
18
B
9'-6'
26
13'-7'
19
19'-8° 34 H
18'-4' 35 I
18'-9' 33 H'
1T-6" 35 17w
12'x"
28
E
13'-3"
19
12'-2"
17'-3" 32,
16'-1"34 H
9w,8'-3'
LL
o 0
W
BG
B
aO"2
31
(SPAN) TYPE
(SPAN))
TYPE
32
15'-7" 34 H
10'
T-6"
25
33 H
Ifl12'
23'-4" 23
B
21'x"
33 G
30
15'-9' 33
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10'-3• 26
9'-0" 28 G
13'-4" 22 B
11'-8• G
B
28
G
8'-3" 17
B
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11-4
9•_8•
8'-6"
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6'-9"
6'-2"
6
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9'
10'
11'
12'
9'-9'
g•-0-
9'-0'
9-2'
8'-10' _ _
8'-9"
8'-T
8'-6'
8-3 8'-2"
8'-0'
7'-9"
T-T]�34
-0"
19
21 B
19
22 B
20 _
23 B
20
23 B
21 B
21
24 B
224 Ci
8'-10"
8'-6"
8'-6"
8'-1"
8'-2"
7'-8"
7'-9"
7'-4'
7 -7 ]�-2"
7'-4'
7'-0"
7'-2 g• -g•
26
27 G
26
27 G
25
27 G
26
28 G
228 G
27
29 G
2g0 G
12'-s"
12'-8'
12'-2"
1Z_0I
11'-8"
11'-6"
11'-1•
0'-10
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10'-0"
9'-9'
9'-7 9 �"
20
23 B
21
24 B
22
25 C
22
25 C
226 C
23
26 C
226 E
30
11'-8" 28
11'-1 ° 29 G
11'-1' 27
10'-6" 29 G
10'-7' 27
10'-1' 29 G
10'-2" 28
9'-8" 28 G
9'-109 �" 228 G
9'-7" 29
9'-1" 29 G
9�-3 8 -g" 230 G
13 -1
12'-2"
12'-0"
11'-3"
11'-1'
10'-7"
10'-4"
10'-0"
9'-9'
9'-6"
9'-3'
9'-1'
8'-10"
8'-8"
8'-4'
22 11-6' 30
20 11'-6" 28
23 B 0'-10' 29 G
20 10'-1 27
23 B 10'-3" 29 G
21 10'-4" 27
24 B 9'-9" 28 G
21 C 10'-0" 27
24 B 9'-3° 28 G
22 9'-6" 28
25 C 8'-9" 28 G
2 9'-1" 28
25 C 8'-a" 29 G
22 8'-8" 29
25 C 8'-1" 30 G
8'-2" 19
7'-1 "
27
F
23'-1"
27
E
20'-1"
34
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5'
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T 9' 17
7'-8' 20
7'-4' 18
7'-3' 20
7'-1" 18
T-0' 21
6'-9" 19
6'-9' 22
B
B
T-1" 24
6'-8' 27
F
22'-0" 24
21'-9" 28
E
20•-0" 32 C,
19'-0" 34 H
6'
6'-9" 24
6'-4" 27
F
G
0'-1 ' 25
20'-8' 29
E
19' 32 G
-0' 33 H
7
B
6'-6" 25
6'-1" 28
F
G
20'-1 ° 26
19'-9" 29
E
f18'-�2;* 31
7'-3° 33 H
,
8
B
6'-2" 26
5'-10 29
G
19'-2' 27
18'-9" 30
E
17'-6' 32
16'-7" 33 H
,
9
m
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m
v,
6'-7" 19
6'-6' 22
6'-4" 20
6'-3' 22
B
6'-0' 27
5'-8° 30
G
18'-3" 27
17'-10" 31
E
6'-10" 32
16'-1" 32 H
10'
B
5'-10" 27
5'-7" 30
G
17'-4" 27
17'-1" 31
E
16'-4" 33
15'-7" 33 H
11
6'-2"
6'-r
20
23
B
5'-8"
5'-0'
28
31
G
16'-8"
16'-4"
28
32
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15'-1"
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ON SLAB:
13'-7w
11,-4"
9. 8"
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6-9
6'-2"
5'-8"
a
S 4
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5,
6'
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8
10''
11'
12'
ATTACHED SOLID
MAXPOST
FREESTANDING SOLID
MAX.POST
ATTACHED SOLID
fREESTAND/NG SOLID
ATTACHED SOL/D
FREESTANDING SOLID
ATTACHED SOLID
MAX -POST FTG
SPACING
(SPAN) (IN.)
8'-3" . 18
8 -0 26
7'-9" 18
T-6' 21
7'-4' 19
7'-1' 21
7'-1' 20
6'-9' 22
6'-9' 20
6'-7' 23
6'-7" 20
6'-4' 23
6'-4" 21
'4
6'-2"6,-0' 224
MIN.
POST
TYPE
B
FREESTANDING
SOL/D
ATTACHED SOLID
FREESTANDING SOLID
Q
5 o
T
T 3
FfG
SPACING
(SPAN) (I"')
10 1"0'-0" 121
9=9" 20
9'-6' 22
9'-0' 20
9'-0' 23
21
gt7' 24
8: 8'-3' 24
22
25
8'-W--- -0" 225
_
T 7._l. 225
MIN
POST
TYPE
B
B
B
B
B
BCT
(�
FTG
SPAGNG
(SPAN) (1"')
9'-38'-6" 229
8'-9' 27
8'-2' 28
8'-4' 27
T-9' 28
8'-0' 26
T-6" 28
T_8 7'-2" 229
T-6' 28
T-0' 30
-3 5-9" 231
7'-16.-]" 231
Mui
POST
TYPE
G
G
G
11'-8"
G
�7 11'-110-0+
10'-6'
G
G 10'-08'-6'
G
MAx PosT FTG
SPAGNG (��
(SPAN)
13'-13.-1' 223
12'-9' 22
12'-4" 24
12'-2' 22
11'-8° 25
23
11'-1" 26
226
24
'-10" 27
227
9'-Tg�-1" 228
MIN.
POST
TYPE
B
B
B
C
C
C
C
C E
E
MAX -POS FTG.
SPACING
(SPAN) (IN')
12'-;; �" 331
11'-6" 29
10'-8" 30
10'-1 29
10'-2' 30
10'-6" 28
9'-9" 30
10'-19��q 229
9'-8" 28
9'-1'" 30
9,� 8'-9" 231
9'-28�-6" 231
MIN.
POST
TYPE
G
G
G
G
(7
G
G
G
MAXPOST FrG
SPACING
(SPAN) (I"')
13'-;2.-T 223
12'-2"
11'-6'10'-7'
11'-3'
10'-8•10'-0"
10'-7'
10'-0'9'�"
10'-0"
9'-4"8'-10"
9'-6'
8'-6'
9-1 T-9" 225
8'-87�-1" 225
MIN.
POST
TYPE
B
M.J"
('+
C
MAXPOST FIG.
SPACING
(SPAN) (IN.)
12'-0;�-2" 231
-0" 29
30
'-B' 29
30
3" 28
29
" 28
29
' 28
8'-1" 30
8'-107'x" 231
8'-66,-9" 231
MIN.
POST
TYPE
G
G
G
G
G
G
C7
G
MAX -POST FTG
SPAGNG
(SPAN) (IN.)
T-4" 26
6'-10 27
MIN.
POST
TYPE
MAx Posr FfG.
SPACING
(SPAN) (IN')
MIN.
POST
TYPE
MAx POST FTG MIN.
SPACING
(SPAN) (IN') POST
TYPE
F
G
23'-4" 25
22'-6" 28
E
20'-1 34 H
19'-7" 36 J
5.
u
I8
B
B
B
BG
7'-0" 2s
6'-6• 27
6'-8' 26
6'-2' 27
6'-4" 26
6'-0' 28
F
G
F
G
G
22'-0" 26
21'-2" 29
20'-1 27
20'-2' 30
E
E
19'-8° 34 H
18'-4' 35 I
18'-9' 33 H'
1T-6" 35 17w
6�
20'-1' 27
19 r 31
'
19'-2" 28
18'1"
E
18'-0' 33
._ •
16 9 34 H],_]•9'
8
E
17'-3" 32,
16'-1"34 H
9w,8'-3'
LL
o 0
W
BG
B
aO"2
31
1T-4°
G
18'-0' 29
17 -T 32
16'-8
E
32
15'-7" 34 H
10'
29
16'-4' 33
16'-2'
E
33 H
Ifl12'
11
B
5�-7' 29
5-3• 31
.16'-8'
G
30
15'-9' 33
___f15HN:
E
�141-
)
O��y GEN���
CL
1. C
•T .eek .S f. ••
ilk O
Exp: IT
CI IL =tea
•184'_•
THOMAS IRA
CAMPBELL
Jsers1deMDocuments\DURALUMUAPMO 01
BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS
SPLICE DETAILS 11 BEAM TO POST DETAILS 12 BEAM TO POST DETAILS 13 0
SIMPLE SPLICE FULL MOMENT
w
9' 24• OPTIONAL DECORATIVE FASCIA z
3' 1 11 3• 1°1' 8' (WOOD, ALUM, ORHARDBORD) V Z Z A
Z o
— �
(2)/10 S.M.S.@ EA -1 w
VALLEY, (12) - #14 x 1? S.MS. EACH SIDE OF 3• FW -
#10 S.MS. SQ. POST (8 -TOTAL) Q m
(e TOT. II #12 S.M.S. II ALTERNATE 1/4'0 BOLT W/ WASHER U j
TYP. THICKNESS = .035 (24 TOT NP THICKNESS = .035' _ __ EA SIDE OF 3' SO. POST 1 3 10 cc c
II II d a a o
+ ++ (+ ++++ ++ w wIt ZO
oa
ALUM. ALLOY 3004 H36 ALUM. ALLOY 3004H36 W _ __ } 110' IL
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED --- a tr
o O
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR I T 1 + 1 i.so' I Z =
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS I L _± o a z
SPLICES - ROLLFORMED &EXTRUDED FASCIAS NOTCH I BEAM FLANGE 3•Sa Post
I -BEAM ALUM ALLOY AS NEEDED TO CLEAR 235' w
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE SQ. POST,CONNECT WEB o
STL. C -BEAM TO POST W/ (2) - 5/8• e
U
@
THRU-BOLTS 4.1 -BEAM, 4 #1q x 1rz' S.M S. EACH sroE of 3•
TOTAL= (8}1/2.0 BOLTS
AND 3 - 5/8' ID THRU BOLTS
SQ. POST SQ. POSTT(E&70TAL)BOL
@ T I -BEAMS EA
RNADE OF 1/4 0. POSTT W/ WASHER
1.00•
IL
O O O as
SO m
GUTTER FASCIA o ori
3.00' 3' SO. POST MAG BEAM C;6
SPLICE WHERE 4" 2.00' OR 240• 3'SCL STL BEAM
OCCURS c d
nP. H - BRACKET TO POST 14 RAFTER "TAIL" TO GUTTER 15 0z
ON
NOTE: THIS DETAIL IS LIMITED TO 10, 20 8130 psf W o
ALUM. ALLOY 3"x 8"x.042" BEAM, ROOF LIVE AND SNOW LOADS _
1 I 6063-T6 1s• 1•3" SQ STEEL OR
�. A.. 1 �CA�AFl,,,,-MAG BEAM.
O O O #14 x 12• S.M.S. TOP AT OVERHANG
(6}#14 SDS @ EA. SIDE s BOTT. (2}ToT. m
sPucE WHERE
TOP & BOTT. TOT.=24
OCCURS 4.5" 0
E
00
TYP. ROOF PANEL o o rP GROUP ER 6 12• E
O O ROLLFORMED OR 00 m m
EXTRUDED GUTTER L7
UM. BRACKET X LL 9
3" X 3" ALUAL
M. OR #14 S.M.S. @12-O.C. M p ci m
ALUM. ALLOY 6• 1' STEEL POST FASCIA < u
6063T6 3.-0• 6 1/2'x2'X024 Y 1- 'L' SEE TABLE f U o
7" I-BEAMMOMENT CSPLICE "U" BRACKET - RAFTER TO BEAM RAFTER C3
�WOa
1 Y2" SQ. OR 2" LATTICE TUBE P1 2"x3" LATTICE TUBE P2 LATTICE TUBE TO RAFTER 16 "U" BRACKET - RAFTER TO BEAM 17 0 �Zn
3.125' FOR 3 x RAFTER O_ < o
2.125° FOR 2 x RAFTER m m
aomm
ALUM. ALLOY 3105-H25 1 1/2° SQ., 2' SQ., uj
OR 2Xi° LATTICE
ALUM. ALLOY 3105-H25 #B x 2 'SMS, 21/2° @ 3.O.C. MIN. t = .040° @ 6063-T6 0
.28"
1p 1.50" 1.50" �] OR 1/2", TYP. UP TO 6.O.C. MAX 1 1/2"z'
28" 2° 2" .28" 3" 2° — — — — — Co o
Z a W W
(6) - #14x Y4' TEK SCREWS 3 w � `—F°
018" .018" 9 BRACKET TO RAFTER =1/2' MIN. o w
RAFTER O O
Or.
LL
a19 0 O
(6) - #14x %" TEK SCREWS 2.750• w
BRACKET TO BEAM =
9512-28-1412-28-14 A 1.dwg, 3/1620141220'ra1 AM, 11 x 17
Y 1-o�nlvl 3'-0'
MOMENT CPCE
tj
"L" FASTENERS
1'-0° 4 - #14 SDS
2'-0" 6 - #14 SDS
Lu
o Q
w F
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE GSPLICE (ONE SIDE OF WEB) MAYBE USED.
4•
FASTENER TO FASCIA - SEE TABLE
3'-0" 12 - #14 SDS
ag z
OF
1.25°
FASTENER TO RAFTER TAILS - SEE TABLE
FASTENER SPACING = 3/4' 1 l
nannnlAi I ATlf`c T loco
iL t;Ju
0 � Z
O O O #14 x 12• S.M.S. TOP AT OVERHANG
(6}#14 SDS @ EA. SIDE s BOTT. (2}ToT. m
sPucE WHERE
TOP & BOTT. TOT.=24
OCCURS 4.5" 0
E
00
TYP. ROOF PANEL o o rP GROUP ER 6 12• E
O O ROLLFORMED OR 00 m m
EXTRUDED GUTTER L7
UM. BRACKET X LL 9
3" X 3" ALUAL
M. OR #14 S.M.S. @12-O.C. M p ci m
ALUM. ALLOY 6• 1' STEEL POST FASCIA < u
6063T6 3.-0• 6 1/2'x2'X024 Y 1- 'L' SEE TABLE f U o
7" I-BEAMMOMENT CSPLICE "U" BRACKET - RAFTER TO BEAM RAFTER C3
�WOa
1 Y2" SQ. OR 2" LATTICE TUBE P1 2"x3" LATTICE TUBE P2 LATTICE TUBE TO RAFTER 16 "U" BRACKET - RAFTER TO BEAM 17 0 �Zn
3.125' FOR 3 x RAFTER O_ < o
2.125° FOR 2 x RAFTER m m
aomm
ALUM. ALLOY 3105-H25 1 1/2° SQ., 2' SQ., uj
OR 2Xi° LATTICE
ALUM. ALLOY 3105-H25 #B x 2 'SMS, 21/2° @ 3.O.C. MIN. t = .040° @ 6063-T6 0
.28"
1p 1.50" 1.50" �] OR 1/2", TYP. UP TO 6.O.C. MAX 1 1/2"z'
28" 2° 2" .28" 3" 2° — — — — — Co o
Z a W W
(6) - #14x Y4' TEK SCREWS 3 w � `—F°
018" .018" 9 BRACKET TO RAFTER =1/2' MIN. o w
RAFTER O O
Or.
LL
a19 0 O
(6) - #14x %" TEK SCREWS 2.750• w
BRACKET TO BEAM =
9512-28-1412-28-14 A 1.dwg, 3/1620141220'ra1 AM, 11 x 17
X1/7
.n�menlslDURALUMMAPMO 019512-28-1412-28-14 A 1.dwg, W SM0141204:46 AM, Tabloid M
HANGER CHANNELS AND MOUNTING BRACKETS
FASTENERS, '
T=.060" TYP.
o
-}� 2.740" SEE SHEET 4
a
1.50'
I
SESHEET FASTENERS, .300" .078
W
w N
T=.060 N
'
co
ul
ALUM. 3004-H36
.06
FASTENERS
.63
-2"R .05
3.
g m
1'5
.010"40"
202'
DIA
SEE SHEET 8
O
FASTENERS.
SEE SHEET
6•
p m
h Ll
t= 0.04"
�rn
Qo
o
N m .563"
281'
5'
200
3.
o
c °
0ROOF
PANEL Q C(1NHERE OCCURSONTINUOUS A- RAIL
a
c FASTENERSof
:091
SEE SHEET 8N.06"
I �, FASTENERS,
SEE SHEET 4
FASTENERS,
SEE SHEET 8 `� 60633-T60Y
0 aZ
~
�.
ALUM.ALLOY
-}-1.880" .
ALUM -ALLOY
ALUM. ALLOY
2
6063-T6
6063 -T66063
-T6
g
O ROLL FORMHANGERED
OB EXTRUDED
'= O I.R. HANGER
WALL CONNECTION O
-
"H" BRACKETLL
•aa
ANGER
NOTE: THIS CONSTRUCTION IS LIMITED TO 3U ppt
1U# L.L.=(2)#i4 SMS'EA. SIDS
n�
MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED
1
20#,25#,30# L.L.=(3#14 SMS EA. SIDE
<=
AT ROOF LOADS EXCEEDING 30 psf.
40#,50# L.L.=(4#14 SMS EA SIDE
o 0
_
f (3) VO LAG SCREWS = — —
— — — — --- --- --all
1 #14. SDS,
3 PER SIDE
_ 3/4" OR 1.1/2" .
z
I 2" x 6 1/2"6R .
-7"1r r
5° MIN. 3" x 8" ALUM.
am
f
RAFTER
3'
'
—
3/4° OR 1 1 /2"
I
-----
ti • '.
X
U -BRACKET
°3j o
W
3• t
EXISTING WOOD STUD FRAMING
> w s z
ox
2 EACH 1/4'0 x 3-1/2" LAG SCREWS LL=10 psf
LL
3"x8" ALUM. 3"x8" ALUM.
2 EACH 1/2°0 x 3-1/2" LAG SCREWS LL=20, 25 AND 30 psf
2 EACH 5/8'0 x 3-1/2' LAG SCREWS LL=40 AND 50 psf
s
RAFTER HEADER
(2' MIN. PENETRATION INTO EXISTING WOOD STUD)
'
PENETRATION BRACKET.
NOTE: LENGTH LAG SCREW SHALL PROVIDE
NOTE: USE LEDGER WHERE RAFTER SPACING
$
.OF
EXCEEDS EXISTING STUD SPACING
m %=
THREADED PORTION OF SHANK COMPLETE
,
m
PENETRATION INTO EXISTING CORNER STUD..
SEE TABLE 2, SHEET 8
, •
_. _ _
-
— - — —'— �" -- — —
yciI
Q.Z_m
HEADER BRACKET 2 -
RAFTER TO WALL CONNECTION 3
61;;
1 1/2' OR 2"LATTICE #8 S.M.S.
t<,
a
ALTERNATE 1/Y7 /"�� DOUBLE RAFTER-
BOLT CONNECTION PLAN 2
#8 S.M.S. EACH SIDE _`
-
LATTICE 1 1/2" OR 2°.,
_ .. . -..
EXISTING �'
SHEATHING 25X6 V'A.024'
DBL. 3'XB°X.042 BEAM . _
w
w o
U a N
ALUMINUM MEMBER WITH
OR DBL. 2X6.5°X.032" BEAM
ALTERNATE:
WOOD FILL OR
I m
4•#14 S.M.S. EACH
! 2x6" NOMINAL LEDGER
Q a m
aom—
RAFTER TO
(NEW OR EXISTING)
o
CONNECT. (8 TOT.) 2.4.5° OR 3"x8' RAFTER
N
_
I I
W
o o
I
_
'
ALTERNATE: 12' BOLT
o
0
wz4S
t6-
ALTERNATE:
'� % (2) SIMPSON SDS25600
> o(2}
#14 S.M.S. EACH RAFTER
i w w
TO COLUMN CONNECTION
5/8' 0 ACCESS HOLES
3 W
qa a
(4 -TOTAL)
j _ INSTALL 6- #14 X Y4'
o o y a
o
3°x 3-STL.POST (247 ALTERNATE :_
^.
-
— --k_
LONG SDS Q EACH
3 -SQ. POST
INSERT ATTACHED OR (2}2x6.5" OR
_ ALTERNATE:"
HEADER TO COLUMN
-
3'x 3'STLPOST COLUMN (2)3 k8°HEADER
(2} 2x6.5" OR (2}3'x8" HEADER
r? EXISTING
(12 FASTENERS PER
FOR FREESTANDING
' (2}1/2'BOLT
ALTERNATE:
1' STUCCO OR EQUAL
CONNECTION
y )
U.O
3Y.3"x0.024" (1) - 12' BOLT OR
2.5' PENE. INTO EACH WOOD STUD
.
0
25c 6.5' SIDEPLATE - CONNECTOR (2)- #14 S.M.S. EACH RAFTER
~
,.
EXIST. STUCCO/ LEDGER
DOUBLE HEADER TO
DBL. RAFTER / DBL. HEADER CONN. 4O ` STUB COLUMN TO DOUBLE HEADER CONN, . )
ATTACHMENT DETAIL O6
COLUMN.DETAIL• O7
cc
.n�menlslDURALUMMAPMO 019512-28-1412-28-14 A 1.dwg, W SM0141204:46 AM, Tabloid M
NAL FN
Oki �'G�"FO C/ZR`
a .^
�Nw ov VID '�o'
o 0 1:�'
Mk"_�qly"9 1. CPe
A34 FRAMING ANGLE
SEE TABLE 2
FASTENERS, SEE TABLE 2 —
R.F. OR EXT. HANGER
CHANNEL, 2X OR 3X
RAFTER BRACKET
TABLE 1
EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS
NOTE:
1. EXISTING ROOF OVERHANG DESIGN LOADS: 3116' STEEL NOTE: BRACKET CAN BE LOCATED
ROL = 3 psf (MIN) TO 8 psf (MAX) RLL = 20,25,30.40. & 50 psf 8" U 1/4'0 HOLES,TYP. ANYWHERE ON EAVE.
2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS 120D psi. 0 OTE: PROVIDE WATER
0 TYP BRACKET PRO
ALUM PANEL 2X OR–/
3x ALUM. RAFTER
EXIST. FASCIA BOARD
ALLOWABLE PROJ. EXISTING EA
TO BEAM OVERHANC
SEE TABLE 1 (24' MAX.)
EAVE CONNECTION
:OVER
L.L.
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
.550
2" x 4" FULL
2" x 6" NOTCHED
2"x6' FULL OR
2"x8" NOTCHED
2"x8" FULL OR
2"x10" NOTCHED
EXIST. RAFTERS AT
24' O.C. AT ROOF
OVERHANG
LEDGER OR WALL HANGED
WITH FASTENERS PER TABLE
1'
3
1'
WALL CONNECTION
2x WOOD STUD,
MASONRY OR
CONCRETEI%A-e
NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2x6' (AT 2x6 V
MINIMUM RAFTERS), NOMINAL 2x8' (AT 3x8' MINIMUM RAFTERS)
OR KILN -DRY WOOD -FILLED 2'x6 Y2"OR 3x8' ALUMINUM SECTIONS.
TECTION, METAL FLASHING
AT EVERY 2x CAUCK JOINTS AND SLOPE
8 0 0 TO DRAIN
0 EXISTING EAVE EAM
000
OVERHANG SEE TABLE 1
1 1/4" (24"MAX) 2x6 0112x8 LEDGER
RAFTER
(3}#14x3 1l2' W.S7
NOTE: PLACE "SIKA FLEX' OR SIMILAR NOTE: BRACKET MAY BE
MATERIAL BETWEEN BRACKET AND COMP. MOUNTED BELOW RAFTER
SHINGLE ROOFING TO PROVIDE SEAL W/ SAME CONNECTION'S.
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
MAXIMUM PROJECTION
o
m
(A) - PALLOW (F1) SIMPSON A35 FRAMING ANCHOR USING SD9112 SCREWS
(B) - PALLOW (F1) (2) SIMPSON A35 FRAMING ANCHOR USING SD9112 SCREWS WITH 2x FULL DEPTH WOOD SCAB
FULL LENGTH OF RAFTER TAIL
WIND SPEED MPH AND EXPOSURE
(MPH)
110,13
110,C
120,13
120,C
130,B
130, C
26'-0"
26'-0"
26'-0"
25'-2"
25'-4"
20'-7"
10# L.L.
20# L.L.
25# L.L.
30# L.L.
40# L.L.
50# L.L.
26'-0"
26'-0"
26'-0"
25'-7"
25'-4"
21'-2"
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)
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
110
120 130
110
1120
130
110
120
130
110
120
130
110
120
130
1101
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)
(A) (A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(B)
(B)
(B)
26'-0"
26'-0"
26'-0"
25'-2"
25'-4"
20'-7"
7'
(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"
26'-0"
26'-0"
/�
26'-0"
26'-0"
26'-0"
26'-0"
(A)
(A)
(A)
(A)
(A)
(A)
I (B)
(B)
I (B)
I (B)
(B)
I (B)
9'
(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"
10'
(A)
(A) (A)
(A)
(A)
(A)
(A)
(A)
(A)
(B)
(B)
(B)
(B)
(B)
(B)
(B)
(B)
(B)
26-0"
26'-0"
26'-0"
25'-2"
25'-4°
20'-7"
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"
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 TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER
OR ROOF PANEL RAIL TO EXISTING WOOD STUD WALL FRAMING
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
16'-0"
16'-0"
16'-0"
16'-0"
16'-0"
16'-0"
ts�c}.� - •�• -
�a I METER LAG SCREW
(F) - 1° DIAMETER LAG SCREW
10'-10"
10'-10"
10'-10"
9'-2"
9'-3"
-
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
10# L.L.
20# L.L.
25# L.L.
30# L.L.
40# L.L.
50# L.L.
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)
WIND SPEED
(EXP. B & C)
11'-7"
~ 110
120
130
110
120
130
110
120
130
110
120
130
110
120
130
110
120
130
15'-6"
15'-6"
15'-6"
15'-6"
15'-6'
15'-6"
19-6"
19'-6"
19'-6"
19'-6"
19'-6"
19'-6"
5' (C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
6' (C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26-0"
7' (C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(D)
(D)
(D)
8'-11"
8'-11"
8'-11"
V-11"
8'-11'
8'-11"
8' (C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C) I
(C)
(C)
(C)
(C)
(C)
(C)
(E)
(E)
(E)
12'-1"
12'-1'
12'-1"
9' (C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(D)
(D)
(D)
(E)
(E)
(E)
15'-3"
15'-3"
15'-3"
15'-3"
*15',3'
15'-3"
10' (C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(E)
(E)
(E)
(E)
(E)
(E)
11' (C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(E)
(E)
(E)
(E)
(E)
(E)
20'-9"
20'-9
20'-9"
20'-9°
20'-9"
20'-9"
12' (C) I
(C) I
(C)
(C)
(C)
(C) I
(C) I
(C) I
(C)
(D)
(D) I
(D)
(E)
(E)
(E) I
(E)
(E)
(E)
userSU7B11womimenmwuMALUMUA!'MU U19b1Z-ZO-1412-Z8-14 A 1.OWA, 3/lblL014 71:9Ab F'M, 1801010
TABLE 4 ANCHORS INSTALLED
INTO CONCRETE WALL
WITH 6 -INCH MIN.THICKNESS
COVER NUMBER AND TYPE
L.L. OF FASTENERS
10 I %' O x 1 Ys' POWERS WEDGE BOLT -
STAINLESS STEEL AT 16' O.C.
' 0 x 1 Ys" POWERS WEDGE BOLT -
20 STAINLESS STEEL AT 16' O.C.
25 %' Ox 1 Ys" POWERS WEDGE BOLT-
STAINLESS STEEL AT 12' O.C.
30 I %"0 x 1 Y' POWERS WEDGE BOLT -
STAINLESS STEEL AT 17 O.C.
40 I %" 0 x 1 Y' POWERS WEDGE BOLT-
STAINLESS
OLT-STAINLESS STEEL AT 8' O.C.
z
Ir
z
tu
zzs
wry
J
W a
w IQU
<
'a
J � z
w w O
wow
mmcg
awe
' M U
UZ=
�aQQz
09
K
a
US
0
U
�B
aw
of 0
w
w~
� V
z
CA U
2
8
50 WO x 1 YB POWERS WEDGE BOLT - N
STAINLESS STEEL AT 8' O.C. m m
u_ U
- azwm
WfQ�m
�UUA
>- co
0:: a:
>aaN
0
U''LA
O ¢ e
� mm
comm
w
Z.
ul9w
m zm
z -.W
3 �jl J �
UI
Go
LL
0
i co
� w
Lu
x
m
., HEADER BEAM TYPES
1.5r GUTTER
EXT. CUP { 1.00° 0 37s a
LuI
0.-tAAL 9 . I SPLICE �III;I I 3.o•=�-I 30- --
Q wzSPLICE UN W0.14°RWHERE
SPLICE OCCURS OCCURS
WHERE TYP. 6063-T6
SPLICE 0 OCCURS ?
WHERE 2. 4 0 6.66 7.Q :3
tm
OCCURS 0.73' 4.' 028 0.11' cn
70'G37 0.075' 3A- 0.0 0.065" TYR .4E(p. d TYPTYR
Typ. z
2' o
Ir
o3mn2
a Lui�
L----------- 0375• 0 0-
SQ. STEEL BEAM
+ 3.0' 293• ' 3.0'AL----4.00r-- - @-LA-STMA653 GRADE 40
• "
6.5 ROLLFORM
MAG BEAM FASCIA 4" I -BEAM 4.5" MAG GUTTER
ALUM. ALLOY @4!�ZER
M. ALLOY ALUM. ALLOY ALUM. ALLOY -- ti, F 7" [-BEAM
r
- ALUM. ALLOY 6063 -T66063 -T6 3004-H36 6063-T6 6063-T6
, SPLICE
ALUM. ALLOY 6063-T6 _
41
7 W/ 2 "C" SPLICES o a
H N N7a s ASTM
LUM. ALLOY 6063-T6 -
fso% OG NO
`NOTE: °
S �• GP` 0.042716 s WHERE'C' SPLICE OCCURS AS SHOWN IN o Z
i� a.o• e.o• 1 f . SPAN TABLES, IT SHALL BE INSTALLED THE �g a
-y�ca►�3:A1 0.o4r 0.04Z*_ J x
FULL LENGTH OF THE T I -BEAM. o
TYP. TYP. • M1 0.625"
-I �• E.,'(�• ..I o I �2.0- 3.0• �2.0•--- I l.. 2. 5"
�`Oi C .;7 -' L "' MAX 3"x8"x0.042"BEAM "' t.
z DBL. 2"x6.5"x0.042" _ '"
• . m �-- `-----�--- M �W/_14GA. STL. INSERT
�y • 03
-` �c ALUM. ALLOY 3004H36 3 3 Q a'0- 3 0-
OR EQUAL MAX ASTM GRADE 50 W o
mod DBL. 2"x6.5"x0.032" _ _ 3"x8"x0.042." BEAM DBL. 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM
• 'i J ALUM. ALLOY 3004-H36 KALUM: ALLOY 3004-H36 - L' ALUM. ALLOY 3004H36 W/ 12 GA. STL. INSERT '
OR EQUAL OR EQUAL OR EQUAL N ASTM GRADE 50
%' NOTE WHERE 12 AND 14 GA. STEEL INSERTS E
OCCUR AS SHOWN IN THE SPAN TABLES, 8
THEY SHALL BE INSTALLED THE FULL LENGTH, > n E
OF THE 3"x8' BEAM. W
T=12 0R
COLUMN / POST TYPES-- NOTE (1) - COLUMN/POST HEIGHT LIMITED T010'-0" MAXIMUM.
ASTIVI
5"2
No. 17 202 .� GRADE 50 w w G
O." a.o• 3"SQ.xt=0.188" (1) W
RAY 0
T 004 kL
C JIPB - o.o2a- H=3°SQ.xt=0.250" (1) . a
ros
•R .o3r a
• Sj ••-.. P'Z` 0.oar=3"SQ.xt=0.313° (1) o 4
Jo oma
PLASTIC=4"SQ.Xt=0.188"
Li t�
4.0- 3.0. 1.00• 6 PLUGS K=4"SQ.xt=0.250°
MAX 040• ALUM. z o
VIS
DBL. 3"x8"X0.042" BEAM oaa- STEEL @ 24' O. "I s WC.
..
3.0' EA SIDE z O w
O W/ DBL. 14 GA. STL. INSERT z z
ALUM. ALLOY 3004-H36 21rKul
OR EQUAL 3.0- 0.075' 3.0' OR
�. ... TYP. a.o' _
DBL. 3"x8"x0.042" BEAM ALUK
; r 2.0• 3.0• z.o•
W/ DBL. 12 GA. STL. INSERT s.
P ALUM. ALLOY 3004-H36 �-3.0•--� C 3" SQ. ALUM. POST 3" SQ. ALUM. POST �30'--�
TOTE:
TOP AND OR EQUAL SQALUM POST 1 ALUM. ALLOY 3t)04H36 SIDEPLATES MAG POST 3.o°OR4.o• W
ACH HEADER
BE L BE CUT AT NOTE WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS (�)LALfUA n (�>� E3OTTOM �,NGES S ERE 3 LOY 3004-H36 3 SQ. STEEL POST ALLOY 3004-H36 ALUM. ALLOY SQ. STEEL POST =
COLUMN � SHOWN IN THE SPAN TABLES, THEY SHALL REINSTALLED - y
ACH INTERIOR DO NOT THE FULL LENGTH OF THE 3�c8• BEAM. F ASTM A500 GRB (F�r-46k5i) OR EQUAL 6063-T6 ASTM A500 GRADE B
MORCOL UMS OCC LIMNS.
AUT FLANGES AT
_ND
FtALUNNAPMO 019512-2a-1412-28-14 A t.dwg; 311502014 11:53:33 PM, Tablold
.__.�w"mDocurnents
RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C
n �G!EN"FO
k t 0 '4 pf
4�f�
-l"Is1. C
H PIA I. ••
.l L -n
Exp: m
.•��,
C VI
y •a
�'�.•164�'�
Users\delKDomimeMs\DURALUM\IAPMO 019512-28-14\2-2&14 A 1.dwg, 3/15120141151:41 PM, Tabloid
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
ix
z
a v
w o
2"X
6 1/2" RAFTER
z w
a UJ
o
- Z
o
DBL.
2" x 6 1/2" RAFTER
L.L =
(PSF)
"T"
(IN.)
110 MPH 120 MPH 130 MPH
L.L.=
(PSF)
"T"
(IN.)
110 MPH 120 MPH 130 MPH
EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
EXP. B I EXP.0 EXP. B EXP.0 EXP. B EXP.0
.024
16°
91-9" 91-9"
10'-3° 10'-3°
9'-9° 9'-9"
10'-3° 10'-3"
9'-9" 91-9"
10'-3" 10'-3"
,024
16"
14'-8"
6"
14'-8"
14•-6°
14'-8" 14'-8"
4•-6"
1 14'-6"
14'-8" 14'-8°
14'-6" 14'-6"
24°
T-6- T-6° T-6" 7'-6" T-6" 7'-6"
8'-6" 8'-6° 8'-6" 8'-6°
24"
11'-2" 11'-2" 11'-2° 11'-2" 11'-2" 11 •-2"
11'-10 11'-10 11'-10" 11'-10 11'-10" 11'-10
.032
16"
12'-6"
12'-6"
12'-6"
12'-6"
12'-6"
12'-6"
13'-1"
.032
16"
18'-7"
18'-4°
18'-7"
18'-4"
18'-7"
18'-4"
18'-7"
18'-4°
18'-7"
18'-7"
30
30
24°
10'-2" 10'-2" 10'-2" 10'-2° 10'-2" 10'-2°
24"
15'-3" 15'-3" 15'-3" 15'-3" 15'-3"
15'-3"
10'-8"
10'-8"
10'-8°
10'-8"
10'-8"
10'-8"
15'-1°
15'-1"
15•-1"
15'-1°
042
16°
16'-0"
15'-9"
16'-0"
15'-9"
16'-0"
15'-9"
16'-0"
15'-9"
16'-0"
15'-9"
16'-0"
15'-9"
042
16°
22•-7"
��-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'-0"
18'-2"
.024
16°
8'-0"
8'-0"
8'-0"
8'-0"
9'-1"
8'-0"
8'-0"
,024
16"
2'-10"
2'-10"
2'-10"
2'-10"
2'-10"
2'-10"
12'-8"
24°
6'-2° 6'-2" 6'-2" 6•-2" 6'-2" 6'-2"
7'-2" 7'-2" T -2"T-2" 7'-2" 7'-2"
24„
9'-10" 9'-10" 9'-10" 9'-10" 9'-10"
10'-4"10•-4" 10'-4" 10, 4" 10'-4"10'-4"
91-10"
.032
16°
10'-10"
11'-6"
10'-10"
11'-6"
10'-10"
11'-6"
10'-10"
11'-6"
10'-10"
11'-6"
10'-10°
11'-6"
.032
16"
16'-4°
16'-1"
16'4"
16'-1"16'-1"
16'-4"
16'-4"
16•-4"
16'-1"
16'-4"
16'-1"
40
40
24°
8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3"
9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4"
24"
12'-6"
13'-2"
12'-6"
13•-2"
12'-6°
13'-2"
12'-6"
12'-6"
12'-6°
042
16°
1T91
"
3'-9"
13'-2°
13'-9"
13'-2"
13'-9"
13'-2"
13'-9"
13'-2"
13'-9"
042
16"
191-9"
19'-4"
19'-9"
19'-4"
191-9"
19'-4"
19'-9"
19'-4"
19'-9"
19'-4°
19'-9"
19'-4"
24
"'-3"
1010'-9"10'-9"10'-9" 10'-9"
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
16'-2"
15'-10"
024
16°
T-3"
8'-2"
T-3"
8'-2"
7'-3"
8'-2"
T-3"16"
8'-2"
8'-2"
T-3"
8'-2"
024
16"
10'-10"
10'-10"
10'-10"
10'-10"
101-10"
11'-4"
10'-10"
11'-4"
24"
5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2"
5'-9" 5'-9" 5% 5'-9" 5'-9"
24°
8'-3" 8'-3° 8'-3" 8'-3" 8'-3"
9•-4" 9'4" 9'-4" 9'-4" � 9'4"
8'-3"
9'-0"
.032
16"
9'-9"
3°
9'-9"
10'-3"
9'-9"
10'-3"
91-9.---9'-9"
10'-3"
10'-3"
9'-9"
0'-3" 1
.032
16 "
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14'-8"
50
50
24°
T-0" T-0" 7'-0" T-0" T-0" T -O"
8'-4" 8'-4" 8'-4" 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'
.042
16"
11'-9"
12'-6"
11'-9"
12'-6"
11'-9"
12'-6"
11'-9"
12'-6"
11'-9"
12'-6"
11'-9"
12'-6"
042
16"
17'-9"
17'-6"
17'-9"
17'-6"
17'-9"
17'-6"
17'-9"
17'-6"
17'-9"
17'-6"
17'-9"
17'-6"
24"
9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0"
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
ATTACHED
FIGURE INDICATES
FREESTANDING
r �� ��ER ST��PhP
G
n
TV S1.
V .iVi lr
� . Z
m
EXP: : O
CIV L
L
SOLID PANELS SPANS FOR COMMERCIAL & PATIOS
ALUM. ALLOY 3004-1-136 OR EQUAL
I
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR-ROOF.P_ANELS.
ROOF PANEL TYPE 10
ROOF LIVEISNOW LOAD, psf
20 1 25 30 1 40 50
24- TRI -'V' PAN
- 0.88 0.83 0.75 0.80
24•x212•x0.018- .0.85
0.80 0.65 0.65 -
L.L=
PANEL -r
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
EXP.B
EXP.0
EXPA
EXP.0
EXP.B
EXP.0
(PSF)
(IN.)
EXP.0
EXPA
103'
103'
10'3'
10-3
10-3'
103'
17-9•
.016
9'-0'
8.4'
8'-T
8'-1'
8'-2'
T -S
13'-9• 13'-9• 13'7-T 13'-9• 13'-9• 13'-9•
173•
173•
173-
173'
17-3•
173'
8.4'
10
.024
10 4•
9' 9'
s•-9•
9'-r
s'-3•
8'-r
9'-11•
14'3'
14'3•
14'3•
14'3'
14'3'
14'3•
9' 6'-015-3'
104'
032
1214•
121-r
121-r
11'-z•
113•
to' -8•
15'3'
g 6'
8'4'
8'4'
8'4•
8'4'
8'4•
8'4•
17-6' 176' 17-6' 12'-6' 174• 12'-6•
.018
10'-91 10-9' 10'-9• 10' 9' 10-9'
10'-9'
.0243•-r
12•-6'
121-7•
121-8•
121-10'
17-W
T-9'
T-5'
T-5'
T-2•
T-2'
6'-10-
IT -6•
10-1'
10•-r
10-r
10-r
10 -r
10-r
11'-7• 11•-T 11'-7' 11'-T 11'-7'
20
.024
14'-z'
-7'
15'-7'
1ST
8'-1'
T-9•
17-1•
17-T
17-1
77-1'
17-1"
12'_1•
133•
113'
.032
032
aIs-7r-_jjl&
13'-r
13'x•
12�•
121-0•
121-0•
8'-1•
10-9'
103
10'-4'
9'-8"
9'-9'
9•-9'
020
1 T -r
T3'
T3'
T3'
T3•
T3"
T3-
10'3' 10'3' 10'3• 10'-3'
018
T4'
T4'
T4'
T-1'
T-1'
6'-10'
16'-0-
8'-9'
8'-9'
8'-9'
8�8*8-VT8'-9'
15-r
14'-10'
14'-10'
25
.0248'S
13'4'
T-10'
1213• 1213• 1 V3• 1213- 1 V3' 11'3•
10'3"
T-9'
10-r 10'-r 10•-2' 10'-2' 10'-r
9'4'
9' 8•
9'4•
9'-8'
9'-8-
9'-8"
9'-0•
, 9'-1'
o3z
10'-6•
10' z•
10'-r
9•-r
s.-8.
s._z.
8' 4•
8' 6'
s•-T�6,-r6'-T6•-r
JIV-4'10$'
17-6'
17-61
6'-r
6'-T
12'-6•
.otaT3
17-1'
11'4"
11'-4•
11.4-
11'4•
11'4'
11 W
121-2'
121-r
10 8•
T-0'
6'-9'
6'-10'
T -T
10 9•
8.3-
8'3•
8'-3'
8'-3'
8'-3•
8'3•
10'-1-
30
o2a
9'-3'
8'-0•
8'-0'
T-9'
T-9'
r-5.
6'S'
9,-1,
9._1.
9._7.
9._�gw,9._1.0312
13'-0-
IT -0-
13'-0'
13'-0-
.024T-10-
.032
13'3'
121-9'
17-s'
121-4°
174-
11%r
910'
9'4'
9 6'
11'-4'
11' 6'
8'-10•
I
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR-ROOF.P_ANELS.
ROOF PANEL TYPE 10
ROOF LIVEISNOW LOAD, psf
20 1 25 30 1 40 50
12-x3Y•x0.02(r
- 0.88 0.83 0.75 0.80
24•x212•x0.018- .0.85
0.80 0.65 0.65 -
24-x232'x0.o24• 0.90
0.88 0.70 0.ss -
24'x2Y'x0.032' 0.90
0.88 - -
NOTE 1: MULTI -SPAN REDUCTION FACTORS ARE
ONLY APPLICABLE TO THOSE ROOF PANEL TYPES
SHOWN IN TABLE 1.
NOTE: PANEL FASTENERS
ARE SHOWN IN TABLES 1,2 AND 3, SHEET 4
- - FOOTNOTE:- "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
-- -.._....tdDURN-
UMW MO 019512-28-14\2-28.14 A 1.dwg, 3n520/411:46= PM, Ta=]O
15'
110/120/130 MPH EXP. B & C
ALUM. ALLOY 3004-H36 OR EQUAL
30
40
50
14'-2•
12"x 3 1/2" W PANEL
14' 2"
14'-2•
14'-r
14'-2'
130 MPH SPAN
8' x 2 Yz'
FLAT PAN
1Z 3"
LSL
= P
110M SPAN 120M SPAN 13o MPH SPAN
L.L=
PANEL -r
110 MPH SPAN 120 MPH SPAN%130H SPAN(P
EXP.B
EXP.0
EXP.B
EXP.0
EXPA
EXP.0
EXP.B
EXP.0
EXPA
EXP.0EXP.002D(1)
17-9'
17-9•
17-3'
(IN.)
)
(PSF)
(IN.)
16-9•
15 -
13'-9• 13'-9• 13'7-T 13'-9• 13'-9• 13'-9•
9'-3-
.020(l)
020 (i)
17-0'
12'-06•
121.6'
8.4'
121-6'
17-0'
11'-1•
11'-r
10'-T
10'-T
9'-11•
T 6'
0201T4•
1010'
10-1'
103•
9' 6'-015-3'
104'
10'-1•
10'-2'
9-T
15-3'
15-3•
153'
1S3•
15'3'
g 6'
13•-T
13'-r
13'-r
13'-T
Bim'
13'-r
17-6' 176' 17-6' 12'-6' 174• 12'-6•
z
G N
10'-91 10-9' 10'-9• 10' 9' 10-9'
10'-9'
.0243•-r
12•-6'
121-7•
121-8•
121-10'
17-W
121-r
024
024
11'-r
121 4•
IT -6•
70'-9•
10•-4•
10'-1•
10
13'4' 13'4' 13'4' 13'4' 13'4• 13'-4•
to121-r
11'-7• 11•-T 11'-7' 11'-T 11'-7'
1T -T 1�r-ri1T-T 1 T -r 1TT
.040
14'-z'
-7'
15'-7'
1ST
15-T
1S -T
0321S6'
040
121-T
1T-2'
14'-0'
14_1-
133•
113'
12'4'
032
aIs-7r-_jjl&
13'-r
13'x•
12�•
121-0•
121-0•
8'-1•
19'-r
19'-r
19'-r
19•-r
19•-r
19'-T
020
1 T -r
1 T -T
1 T -r
1T 7-
1 T -T
1 T -T
10'3' 10'3' 10'3• 10'-3'
1S -r
9 • g • 9' " 9' ' 9-0'
.040
1 T -T
16'-8'
16'-9'
1 S-9'
16'-0-
15-0'
8'-T
040
15-r
14'-10'
14'-10'
14'-1'
14'-z'
13'4'
T-10'
1213• 1213• 1 V3• 1213- 1 V3' 11'3•
10'3"
9-9' 9'-9' 9'-9• 9'-9'
10-r 10'-r 10•-2' 10'-2' 10'-r
10'-r
ozo (1)
10-1'
9 6'
9' 6'
9'-0•
, 9'-1'
B' 8'
.0329•-9'
-
10'-2'
020
9'-1'
8'-9•
8'-9
8' 4•
8' 6'
T-11'
JIV-4'10$'
17-6'
17-61
174•
12'-0•
12'-6•
1 r4-
17-1'
11'4"
11'-4•
11.4-
11'4•
11'4'
11 W
121-2'
121-r
10 8•
10'-10•
.02a
11'-2'
10-9'
10 9•
10'3'
10'4'
9'-10'
.020(l)
T-1'
024
10'-1-
9' 8'
9'-9'
9'-3'
14'-1•
20
6-5•
20
6'S'
14'-8' 14'-8• 14'-8' 14' 8' 141-8- 14'4"
63•
13'-0•
13'-0°
13'-0-
IT -0-
13'-0'
13'-0-
.024T-10-
.032
13'3'
121-9'
17-s'
121-4°
174-
11%r
024
032
11'-10•
11'-4'
11' 6'
11'-0'
11'-0•
10'-0'
10'-r 1o• -r 10' 7' 1010-r.
16'-3•
W-21"
16'3•
°
16'3'
8'-7•
14'-6'
14'-0'
14'4'
14'-0'
14'-6-
14'4-
89
8r
8'-6•
8'-5'
.040
15-1'
14'-7'
14'-T'-1'
9'-9' 9'-9• 9'9• 9'-9•
13'-2'
1 '-0'
040
10'-10•
12'-10•
13'-0•
17-4'
176'
11'-10'
040
9'-10•
11'-1' 1'-1'020
s'-9°
9'-5•
9'-9• 9'-9" 9'-9' 9'-9• 9'-9'
9'-9•
.020(1)
9'3'
9'-5'-0•
W10'-219-3-
11'4'
8'-0'
11'-0•
10 4•
8'-11•
8' 8'8'
8•
8'-3'
8'3'
T-10-
121-0•
17-0-
17-01
121-0°
10'-4•
10'4•
10'-4'
10•-4•
10'4'
10-4'
12-0'
12'-T
11'-10
.02470
17-3•
1T3'
6•-3•
12'3•
173'
s -s•
W IL
> w s
o2a
s-11•
s' -r
s' -r
s'-2'
9'3'
6'-10'
25
U a N
13'-2' 13'-2" 13'-r 13'-r 13'-r 13'-r
11'-4'
11'4'
11'4'
11'-4'
11'4'
11'-4'
.03z
13'-1•
tr-r
1T�'
17-2'
121 3•
11' 6'
8' 6•
a-1-
.osz
11'-10•
113-
11'3•
10-9'
10-10'
1 104'
30
40
50
ALUM. ALLOY 3004-1-136 OR EQUAL
14'-2•
14'-2'
14' 2"
14'-2•
14'-r
14'-2'
130 MPH SPAN
(PSF)
(IN.)
1Z 3"
12'3'
12'3'
12'-3"
173•
173'
.040
15-0'
14-4
14'-2'
13'-r
134•
13'-0°
11'4• 10'-9"
040
13'3•
17-9'
17-9•
17-3'
1T�°
16-Y
104' 10'-6' 10-0' 10'4' 10'4- 10.6'
16-9•
15 -
9'-3' 9'-3' 9'-3' 9'3' 9•-3'
9'-3-
.020(l)
020 (i)
8'-9-
8,_11•
8'-5'
8.4'
8'-2'
.020
8'-5•
8'-j'
8'-1'
T -g'
T-10•
T 6'
11'3' 11'-3 11'3' 11'3' 11'3•
-
91-9• - 9'-9' 9'-9•. 9' 9� 9.9.9.
-9• -
.024
104'
10'-1•
10'-2'
9-T
9'-9'
9'-2'
30
.024
g 6'
9'-1'
9'-2•
8'-1U•
B'-11•
Bim'
9'-10•
17-6' 176' 17-6' 12'-6' 174• 12'-6•
z
G N
10'-91 10-9' 10'-9• 10' 9' 10-9'
10'-9'
.03z
12•-6'
121-1'
121-10•
121-0•
121 6•
121-r
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032
11'-r
10'-0•
10-9•
10-4•
10•-4•
10 0-
20
13'4' 13'4' 13'4' 13'4' 13'4• 13'-4•
11'-7• 11•-T 11'-7' 11'-T 11'-7'
11'-21
.040
14'-z'
13'-8'
13'4'
13'-0'
13'-3'
1T-0•
040
121-T
1T-2'
1T -Z•
11'4'
11'-9'
113'
12'4'
9'-1' 9'-1'
9-1• T-1" 9�,-r_io-
8'4' 84' 8'4' 84' 8'4'
8'4'
.020(l)
8'-3•
8'-1•
T-10'
T-6'
020
T B°
T-0'
T 6'
T3'
T-2•
6'-11'
10'3' 10'3' 10'3• 10'-3'
1S -r
9 • g • 9' " 9' ' 9-0'
9'
.024
9'-5'
8'-10'
8'-10'
8'-T
40
.024
8 8'
8'3'
8'3'
8'-0'
T-10'
1114• 11'-4• 11'4• 11'4'
A*1
10'3"
9-9' 9'-9' 9'-9• 9'-9'
9•-9-
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10T
10'-8•
103'
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-
10'-2'
9'-10'
9'-10°
9'-T
g'-7•
9'-3'121-z'
17-2' 17-2" 17-2'
JIV-4'10$'
10'-T 10'-T 10'-T 10'-r 10'-r
10-T
040
1---
1214•
12' 4•
17-1'
121-1°
111-6•
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F
11•-6•
121-2'
121-r
10 8•
10'-10•
10'-0-
8-r 8'-2• 8'-2• 8'-2 8'-2• 8'-2'
T-5• T-5' T-5• T-5• T-5'
T-5"
.020(l)
T-1'
T-1•
T-1'
6-11'
6'-11'
6'-9•
14'-1•
020
6-5•
6'S'
6'S'
6-3'
63•
6.1•
13'-1'
9'-21 9%22- 9'-2' 9'-2• 9'-r 9'-2-
13'-1'
8.3- 8'-3• 8'-3- 8'3' -3'8'3-
1.040 3'-1'
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T-8"
T 8
T -0T
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8
3'
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15'4'
6'-11.03210'-T
15'-1'
10'-r 1o• -r 10' 7' 1010-r.
14'-9'
9'1' s'-1• s'-1' r8'
g'9T
9•-T
8'-7•
9'-3•W�958'-1
0329'i'
89
8r
8'-6•
8'-5'
7-11•
8'3•0401
9•-T
V-4' 11'3-
9'-9' 9'-9• 9'9• 9'-9•
9'-9•
1 '-0'
10'-1o•
10'-10•
10'-r
10'4'
10'4•
040
9'-10•
9'-9-
s'-9°
9'-5•
s' -r
9-2-
ALUM. ALLOY 3004-1-136 OR EQUAL
.024
6• x 2 YZ' FLAT PAN
LLQ
PANELT
110 MPH SPAN 120 MPH SPAN
130 MPH SPAN
(PSF)
(IN.)
EXPA EXP.0 EXPA EXP.0
EXP.8 EXP.0
13'4-
13'-0'
14'-T 14'-T 14'-T 14'-T
14'-7' 14'-T
D20
10
18'-0' 18'-0' 18' 0• 18'-0'
17.8• 17-0' 174- 11'4•
11'4• 10'-9"
0
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ten.
w
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12'-6•AEWY-4'l
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18'-0' 18'-0' 18' 0• 18'-0'
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1S3'
16-9•
15 -
c
19'-4•
19' 4-
19'4'
194"
o n.040
1 T4'
16 -10•
1T-0•
16'-4'
o 0
17-1' 1T-1• 17-1" 12'-1" 12-1' 194"
.020
n
10'-10•
10'4'
10'3•
9'-9'
9'-10•
9's
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13'3"
13'3•
13'-3'
13'3'
13'3'
of a
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121z
11'-2'
10-r
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a
20
1 S-6'
15'.6•
15'-0•
16-06•
15'.6•
13'-9'
13'-T
13'-0•
13'-1'
12'4'
16'-8•
16'-0-
16'-8•
16'-8'
16'4'
:1.040
i�
15-2'
1S -r
14'-10'
14'-10'
14'-3'
a
4• 104' 10' 4• 10 4•
02010
10•-1'
10'3"
9' 8'
9'-9-.024'-1'
1'-1'
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17-0'
11'6-
11•-r25
121-1'
17-1'
121-1•
1T-1•
121-1'
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13'-T
13'-0'
13'-1'
13'-2'
174'
13'-1'
13'-1'
13'-1'
13'-1•
1.040 3'-1'
13'-1'
040
8
15'4'
15-1'
15'-1'
14'-8
14'-9'
14'-1•
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OR
7-11•
9'-r
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9'-2'W(r4"!l0'-44*
10'-4•
10'-4"
10'4'
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11'4'
10'-9'
11'-0•
10 4•
? 7 9
11'-4" 11'-4' 11'4• 11'4'
032
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13'-2'
1T-0'
13'-0'
12-0'
12'-T
11'-10
17-3•
1T3'
1213-
12'3•
173'
12'3•
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14'-1 •
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9'•- .-9'•
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9'1
810'
8 21
8' 6•
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9' 6"
9'-6'
9'-6'
9'-6-
9'-6'
9'-W
.024
9'-10'
9'-T
9'4'
9'3"
40
�
17-1'
1 Y-9"
12'-9'
1 Y4'
12'4'
ze
10'3'
10-1•
10'-1'
T-10'
9'-10•m
m
z
Z a1' iti H
11'-2' 11'-2• 11'-2- 11'-2' 11'-2"
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13'-9-
13'4'
13' 6'
13'-0'
13'-1'
j8'3'
3 w W
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8'3'
8'3'
8'3-
8'3"
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T-5'
T 6'
v
8•-9• 81-9" 8'-9" 819, 8' g' 81-9•
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8'-9'
8'-T
B' -T
8'-5'
8'4'
8'-1.
o p
50
032
9'4' 9'cn
4' 9'4- 9'-8' 9-B' 9'4•
104'
103'
103'
10-1'
10'-1'
9'-9'
_
104•
104•
10'4•
104•
104•
10'4•
.oao
11'-10'
11'-r
11'-9"
11'4•
11'4•
11'-2"
OPEN LATTICE STRUCTURES
RAFTER. SEE TABLE
FOR SIZE z
AND SPACING ¢
WALL LEDGER t+
SST/N OR ROOF z
SEE SCHEDULE TG. zo fall
MAX PROJ.GyGeU� WALL LEDGER NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEM CHFAX DULE GB��WG SEE OVEDETAIL 3. 1O N
SOW OR ROOF MAY NOT BE COVERED. SHEETS 8 & 9MAX O.H.. w
y_ 25%OFRAFfER O.H G� OVERHANG, RAFTER, SEE TABLE Q A
"4{ ALLOWABLE SEE DETAIL 3, FOR SIZE U m
ZSR p SPAN SHEETS 8 & 9. AND SPACING m a
03
25% OF RAFTER p
Sp 4Zgr ALLOWABLE z
26%per O SPAN w
N
z x
BEAM SPICE - SEE ` a z
DETAIL 11, SHEET 12 G� C• _ 0 9
NOBEAM SPLICE ATEX713210R POSTS �� ?q Miv O
�9 O
v
LENGTH OF STRUCTURE VARIES (, BEAM SPICE - SEE
_ _ _ _ DETAIL 11, SHEET 12 �O.
B SPOST EE WITH SIDE PLATES NO BEAM SPLICE AT pE� O 4
EXTERIOR POSTS
Spgc�i LENGTH OF STRUCTURE VARIES Ix=
T9@��NCi u a
6 3 12' SLAB ATTACHMENT A 6F _ v `'2
P MAY BE USED WHERE OS Sp POST WITH SIDE PLATES * 0 C
PERMID.
NOTE: EAACH COMPONENT
TIS INTER -
OTHER ER �� �qC C� i SEE SCHEEDULE `rFFTq � SEE DETAIL N o
CHAN
WITH
COMPONTENT UNLESS OTHERWISE SHOWN. ` FOOTING WHERE REQUIRED, NOTE: EACH COMPONENT IS INTER-jOo �y 312' SLAB ATTACHMENT
`r7 Sp MAY BE USED WHERE
SEE SCHED. FOR FOOTING CUBE SIZE a
CHANGEABLE WITH ANY OTHER sFF Spy�av, PERMITTED. o N
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE COMPONTENT UNLESS OTHERWISE SHOWN. T9e1'G �` SEE SCHEDULE EU
MAY NOT BE COVERED. FOOTING WHERE REQUIRED, J
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE
* SEE SHT. 11 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2"X 6 1/2" SIDE PLATES. * SEE SHT. 11 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2" X 6 1/2" SIDE PLATES. 5
a t�-
Om
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT BE COVERED.
RAFTER, SEE TABLE MAX. PROD. MAX. PROD.
FOR SIZE SEE SCH U NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEE SCHEDULE
AND SPACING MAY NOT BE COVERED. E
MAX. O.H. O H RAFTER, SEE TABLE 3
M25% OF RAFTER
6 p� ALLOWABLE AND SPAC NG m m
p'
-0 SPAN MAX. O.H. m
25%OFRAF.— O.H. v
`sOgC,� C ALLOWABLE LLg .0.
O 6 SPAN y V
�m
o OSTSpgC,Nc } 0
G� O > IL
¢5 LL tV
LENGTH OF STRUCTURE VARIES ��O O R op.
0.
OST CROSS LENGTH OF STRUCTURE VARIES G
S pST DET
SEE POST
DETAI o
Spjpw
POST CR SSSECTION, Wow •.
3 12' SLAB npS SEE POST DETAIL, p Tm
MAY BE USED SFF Tsp m n z n
NOTE: EACH COMPONENT IS INTER- TO CONSTRAIN T qC fig� •• w
CHANGEABLE WITH ANY OTHER sF s„ FOOTING, SEE ��F �Hc 312- sLA6 1
COMPONTENT UNLESS OTHERWISE SHOWN. ye�NeSCHEDULE p TMAY BE O CON USTR D m o:
NOTE: EACH COMPONENT IS INTER- S pST FOOTING, SEE
CHANGEABLE WITH ANY OTHER EFT S�ogC SCHEDULE
FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. ��R SHG' co
SEE SCHED. FOR FOOTING CUBE SIZE FOOTING WHERE REQUIRED v
SEE SCHED. FOR FOOTING CUBE SIZE LL
= O
O N
1 W
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE
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SOLID PANEL STRUCTURES-
'
_ ROOF_
—OVER,
ROOF
OVERHANG,
o
Z
ATTACHMENT CHANNEL
/ = SEE DETAIL A, B & C,
OR WOOD,
LENG
ANS F$TRUO
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L FNGj71
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F ALUMINUM ' SHEET 9
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THE
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EL MIN. 0.25' SLOPE PER FT.
SCR
N� CTURF
THE E A� �S
PROJBC
MASONRY WALL
SEE SHEET 8
N
w a
SEE SCHEDULE
Rp S n FS
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SEE
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NS
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FOR SPANS
N
0
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O.
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°O. H." NOT TO EXCEED 25%
"O.H.* NOT TO EXCEED 25%
w wo
OF ROOF PANEL - -
ALLOWABLE SPAN
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OF ROOF PANEL -- --
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_. _. _
m m
0 0
UZi
SEE DETAIL 11, BEgM$p
SEE DETAIL 11, B�
SHEET 12 FOR SPLICE Pp SPAN
BEAM - SEE SCHEDULE
SHEET 12 FOR SPLICE Pp$T Alyn
BEAM - SEE SCHEDULE .
o a 3�3
b a
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f
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LL IL
a
J 3 1/2' SLABALTE:LO
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ATTACHMENT SINGLE POST ABLE
MAY BE USED SEE SCHEDULE SP
SEE SCHEDULE
'
WHERE PERMITTED.
o v
WHERE PERMITTED.
j SEE SCHEDULE
SEE SCHEDULE
H
NOTE: NO SPLICE AT IOR POSTS
MAX. HT.= 12'
NOTE: NO SPLICE AT EXTERIOR POSTS
N a
FOOTING WHERE REQUIRED
FOOTING WHERE REQUIRED
04
a o
SEE SCHEDULE
FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER-
SEE SCHEDULE
FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
o
ao N
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PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES: DESIGN REQUIREMENTS:
GOVERNING CODES: RESIDENTIAL APPLICATIONS - CBC AND IBC CHAPTER 16, CBC & IBC APPENDIX CHAPTER I.
1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE ROOF LIVE AND SNOW LOADS: 10, 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL 25, 30, 40 & 50 psf)
2012 INTERNATIONAL BUILDING CODE, 2013 CALIFORNIA BUILDING CODE, ASCE/SEI 7 -10 -MINIMUM DESIGN COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16.
LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2010 ALUMINUM MANUAL -ADM 1-10. COLUMNS ROOF LIVE AND SNOW LOADS: 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL 25, 30, 40 & 50 psf)
BEARING ON CONCRETE SLAB IS IN ACCORDANCE WITH 2012 IRC AND 2013 CRC SECTION AH105.2.
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 AUTHORS 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, SECTION 6.5.13.
15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN
ASCE/SEI 7, SECTION 6.5.7.1.
16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS *OPEN STRUCTURES' AND
'PARTIALLY ENCLOSED; RESPECTIVELY, IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. ir
17. THE RATIO (HIP), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT),
SHALL NOT EXCEED ONE (1).
18. THE RATIO (L/P), 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 18062 AND SECTION 1806.3.4.
23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR
ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO
ASTM A653, GRADE 40.
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 HILTI KWIK-BOLT TZ CS
AND KWIK-BOLT TZ SS316. SEE PLANS FOR LOCATIONS (ICC -ES ESR -1917 FOR CONCRETE).
26. ALL SCREWS ARE SELF DRILLING (SOS) 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.
28. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2,
EXCEPTION 2.
29. SIMPSON WOOD SCREWS ARE IN ACCORDANCE WITH ICC -ES EVALUATION REPORT ESR -2236.
30.OMG, INC. TIMBERLOK SCREWS ARE IN ACCORDANCE WITH ICC -ES EVALUATION REPORT ESR -1078.
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 50 AND 51 FOR SPAN REDUCTION FACTORS.
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ADDITIONAL DESIGN REQUIREMENTS:
1. TABULATED SPANS FOR SNOW LOADS ADJUSTED FOR ROOF APPLICATIONS.
Cj I TY O F LA
A ,TQ
2. BASIC WIND SPEEDS: 110, 120,130 MPH, EXPOSURES s a AND C.
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BUILL
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3. WIND OCCUPANCY CLASSIFICATION AND IMPORTANCE FACTOR 11,1.0.
O
SAFETY DEPT:
4. SEISMIC BASE SHEAR 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER
SEISMIC DESIGN PARAMETERS:
��5.
IMPORTANCE FACTOR: 1.0FTp
SITE CLASS: D
UCTION
SEISMIC DESIGN CATEGORY: D
MAPPED SPECTRAL RESPONSE COEFFICIENTS: S.= 1.50, S, = 0.6, S os= 1.0. S o, = 0.50
RESPONSE MODIFICATION FACTOR 8125
DATE 4 gY
6. DESIGN ASSUMPTIONS:
A. MINIMUM 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.
SHEETINDEX:
SHEET # SHEET TITLE / DESCRIPTION
T-1 ........... TITLE SHEET, DESIGN LOADS, GENERAL NOTES
1 ............SOLID PANEL STRUCTURES
2 ............OPEN LATTICE STRUCTURES
3-4 .........PANEL SPANS TRI -V, W -PANEL & FLAT PAN
5 ............MINIMUM FASTENERS / FAN BEAM
6 ............RAFTER SPANS FOR OPEN LATTICE COMMERCIAL -& PATIOS
7 ............HEADER BEAM TYPES, COLUMN / POST TYPES
8 ............EXISTING EAVE CONNECTION DETAILS
9 ............HANGER CHANNELS AND MOUNTING BRACKETS
10 ..........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS
11 ...........LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS
12 ...........BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS
13-16 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10# L.L, 110-130 MPH
17-19 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20# L.L, 110-130 MPH
20-22 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25# L.L, 110-130 MPH
23-26 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30# L.L, 110-130 MPH
27-29 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40# L.L, 110-130 MPH
30-32 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50# L.L, 110-130 MPH
33-35 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10# L.L, 110-130 MPH
36-37 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20# L.L, 110-130 MPH
38-39 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25# L.L, 110-130 MPH
40-41 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30# L.L, 110-130 MPH
42-43 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40# L.L, 110-130 MPH
44-45 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50# L.L, 110-130 MPH
46 ...........INSULATED ROOF PANEL ATTACHMENT DETAILS
47 ...........SNOW DRIFT DESIGN
48 ...........SPAN REDUCTION FACTOR TABLES
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