BRES2015-0261r
y �✓ \l dw `
78-495 CALLE TAMPICO D
LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Application Number: BRES2015-0261
Property Address:
54925-AVENIDA RAMIREZ
APN:
774295021
Application Description:
COMPTON RESIDENCE REMODEL
Property Zoning:
Application Valuation:
$36,000.00
Applicant:. D Lrti u
PETER & SHEILA COMPTON
1641 QUANTILLO RD
AUG 12 2015
APPLE VALLEY, CA 92307
CITY OF LA QUINTA
COMMUNITY DEVELOPMENT DEPARTMENT
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License Class: _ License No.:
Date:. Contractor:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for the permit to file a
signed statement that he or she is licensed pursuant to the provisions of the
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3
of the Business and Professions Code) or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for iX
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.).
(� 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: -� ) �5 Owner:
It
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for
the performance of the work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 8/12/2015
Owner:
PETER & SHEILA:COMPTON
1641 QUANTILLO RD
APPLE VALLEY, CA 92307
1\
Contractor:
OWNER BUILDER
Llc. No.:
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one :)f the following declarations
I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700 of the Labor Code, for the performance
of the work for which this permit is issued.
I have and will maintain workers' --ompensation insurance, as required by
Section 3700 of the Labor Code, for the perfc rmance of the work for which this permit
is issued. My workers' compensation insurarce carrier and polity number are:
Carrier:- Policy Number:
I certify that in the performance dF 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 tnat, if l should become subject to the
workers' compensation provisions of Section3700 of the Labor Code, I shall forthwith
comply with those provisions. fInA��
Date: IZN)% (') Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE 15 UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIM NAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to fie Building Official 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 permifissued as a result of this app;ication becomes null and void if work is
not commenced within 180 days from date cf issuance of such permit, or cessation of
work for 180 days will subject permit to cancellation.
I certify that I have read this application and State that the above information is correct.
I agree to comply with all city and county or.linances and state laws relating to building
construction, and hereby authorize represereatives of this city to enter upon the above-
fnentioneed property for inspection purposes:
D\ate:y 111'I Signature (Applicant or Agent): ` �C
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101.0000-20306 .
0
= $2 00
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Total, Paid fdrBUILDING STANDQRDS•ADMINIS TRATION BSIk 2 00.'-, $ 0:00
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101-0000-42403 .
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$72 51
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101 0000-42600 .
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$72 51
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r SERVICES "
- .. '101=0000-42403'
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,. $24 17 .::
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' $!.s.'e.°4xS4P;&¢.gYaX:Rta.a.Nl..d...<.,:4m.4zx.*k_'::€r,..a„+;y��'.r,'..int;i<'.b?�
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SERVICES PC ;;'
-1y0y1*-<000OA2403
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Total Paid forELECTRICAI:' $181 28
" $O100
'•4 S w..yr}`: >-T---'?:;$2':¢i`4s .<.;:,f r"'se.�. i -^ Y'�
DESCRIPTION
"'y'Y�'', hy"eh'X ?}y j,, iw•<.w=,� owr'M �` .%'e
' `�?ACCO.UNT�
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'. „AMOUNTS'
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PAID°DATE
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-OTHER MECHANICAL EQUII#PMENT
101-0000-42402
0`'
$36 26 ` .._
..
$000
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=0000 426:00
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$36.26
$0;00
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Total'PaidforMECHANICAL $7252 ji' $000
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PATIO COVER, STD,.OPEN
l 301-0000=42404
0
_ $194 34 - {I
, - $0.0
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PATIO;COVER, STD, OPEN.PC
101 0000-42600 .
0
$19144 `
$000
K �Z arse �x;.4.mr,,de -:% . t ... m 4
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' h Total Paid forPATIO LOVER /COVERED PORCH %LATTICE t $385 78 $0. 0
-' ,.
i
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-[.a_A000UNT���'QTYui>.,.'
"DESCRIPTION
AM�OUNTEPq�.._PgDDATE
BCIILDING'SEWER�:
101-0000-42401 , .
0
$12 09
$0.00
:,•.yrs.X. , �jrc<E`s°" „' a'ri-Y:r',
PAIDaBY�
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ACCOUNT �
: P y
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>„ AMOUNT M
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a � -DESCRIPTION ,�
�4.: r?...:.x'AZ£..'r.: �..nE..3.h x`rfi43�eF?�.'h„,�
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BUILDINGSEWER PC
101 0000-42600 '
0,
-$12 09 ':,
$0.06
£ g — Q{ *y > .
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Total Paid' orPLUMBING:FEES: $24 18
$0 00
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Total Paid for.STRONG',MOTION INSTRUMENTATION,SMt
$4.68
f $0:00 .
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PAID DATE;?
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DOOR/WINDOW; REPLACETIRST 7
101-0000-41400
' 0
$60.91 .;
$0.00
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,,AID�DATE:
DOOR/WINDOW,- REPLACE, EA ADDITION'S-
101=0000-42400
0 .
$71.05
'$0:00 --
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a°xv�a�.. 4;;.�4.dr..,x
�'�. �^.a'<'«��.:xz :&A-[-... t. na:•C';s' £�.�,
��=t'x�:Y:�.F'k£„'�„-'��3?
a'S.x- '°rMMEINIM
lilax9sz DESCRIPTION�oIm
S<'.`".C'.PS.cE;r'£fNk
�a ..c:xa£'£ ,;'R
•as".'&,F?tti 3
�[�NACCOUNT"v
'..:QTYAIVIOUNT ;pAIRO
PAIDDATE.
DOOR/WINDOW, REPLACE, EA ADDITION 5.
:
101 0000-42600
0 $81�20
$0.00
PC
4s: : a ,o w,n
MW �'PAIDBY RE
All
, ME. TE Ha tODx °•
F�R
ECK #
Cv LTD BYF
:_��_
.,� �.�
,REMOT!
.M n_:a:
< , h; <Alup 3 aiin<+T.£ <-..7f-u'"�,,,,g., ... , , `�;-i."A��'
:..'.., ,-, �'S , >n « ` ..1'�t s'I' b:@fi�£� y;? ,�' 'g�: ,twzl
..E Y.+J iti,
QAMOUNTF�
,..T,�r,tict'�..�
& p' .N
PAID DATE
�gDESCRIPTION 4 #3ACCOUNTE�'
...E: kF�>��£ A _ST.�:. 3k'A.�,S'A'32,'a�zs. �i'�' : x�3' &�. C
xL §i ..[9E:.A _ _
^rk' 5
xPA,IDM
ti.R
'—pit
DOOR/WINDOW;:REPLACE FIRST 7 PC
101-0000742600
0
"f $110 22';
.>x'
` «�p. �k:3 _._ u� a .. =:4;k BMW
I n Y , ` PPAID BY ,r
�:::z
as " .`, af.a.;.:;a.:r ,` :;. ,
'r kGdr->;>':•ai r "vi ; rr'.E` .�s '�
r ` �i_=-<.... u xgill'sn.,
.;
a F:
a .
BY,
.�ECLTD
.-. .. ..
Total Paid,forWINDOW/SGDING_G'LASS'DOOR/FENESTRATION:' A : $323:38
i
i
{
E
, r
,•-y
„
y
i
o
II
Description: COMPTON RESIDENCE REMODEL
Type: BUILDING, RESIDENTIAL Subtype: REMODEL Status: REVISIONS REQUESTED Applied: 7/8/2015 EVA
Parcel No: 774295021 Site Address: 54925 AVENIDA RAMIREZ LA QUINTA,CA 92253 Approved:
Subdivision: SANTA CARMELITA AT VALE LA QUINTA Block: 310 Lot: 10 Issued:
UNIT 28
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled:
Valuation: $36,000.00 Occupancy Type: Construction Type: Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: PERMIT TO INCLUDE WINDOW CHANGE OUT, POOL EQUIPMENT RELOCATION, SERVICE PANEL UPGRADE, CHANGE OUT OF 3 SUB -
PANELS, (2) OPEN LATTTICE PATIOS OF 96.SF AND 108 SF, AND 40 LF OF ABS DRAIN PIPE. WORK TO BE DONE PER 2013 CALIFORNIA
BUILDING CODE. ALL OTHER WORK WILL NEED SEPERATE PERMIT.
''ADDITIONAL
CHRONOLOGYTYPE STAFF NAME ACTION DATB` _ COMPLETION DATEk NOTES
,. _.
PLAN CHECK PICKED UP
LUIS URIBE
8/5/2015
8/5/2015
PLAN CHECK PICKED UP
STEPHANIE KHATAMI
7/16/2015
1/16/2015
PETER COMPTON
PLAN CHECK SUBMITTAL
ED VASQUEZ
7/8/2015
7/8/2015
1ST PLAN CHECK SUBMITTAL, STRUC CALCS FOR 2 FT HIGH
RECEIVED
RETAINING WALL, TITLE 24 DOCS
RESUBMITTAL
PHILIP JUAREZ
7/28/2015
7/28/2015
RESUBMITTAL RECIEVED NEED TO SPEAK TO PLANS
EXAMINER LUIIFS IN REGARDS TO SUBMITTAL TO SEE ITS
RESUBMITTAL
PHILIP JUAREZ
8/6/2015
8/6/2015
COMPLETE APPLICANT AND LUIS HAD CONVERSATION ABOUT
RESUBMITTAL.LUIS SAID PUT PLANS ON HIS DESK HE WILL
REVIEW.
TELEPHONE CALL
LUIS URIBE
7/16/2015
7/16/2015
SPOKE WITH PETER LET HIM KNOW PLANS WERE READY FOR.
CORRECTIONS.
•
•
Printed: Wednesday, August 12, 2015 3:53:01 PM 1 of 4
"fSYSTCtitS
CONTACTS
..... . .. . ...
,NAME TYPE
ADDRESS1.-,.;.:
CITYFAX
21
-.,.,PHONE'"-.
EMAIL
,STATE
APPLICANT
PETER & SHEILA COMPT ON
1641 QUANTILLO RD
APPLE VALLEY
CA
92307
(408)483-3355
CONTRACTOR
OWNER BUILDER
(408)483-3355
OWNER
PETER & SHEILA COMPTON
1641 QUANTILLO RD
APPLE VALLEY
CA
.92307
(408)483-3355
. . ........ F
0.
DESCRIPTION. AMOUNT
PAID I b
PAID DATE - RECEIPT:W METHOD BY
BSAS SB1473 FEE 101-0000-20306 0
$2.00
$0.00.
Total Paid forBUILDING STANDARDS ADMINISTRATION
$2.00 $0.00
BSA:
OTHER ELECTRICAL
101-0000-42403.
0
$72.51
$0.00
EQUIPMENT
OTHER ELECTRICAL
101-0000-42600
0
.$72.51
$0.00
EQUIPMENT PC
SERVICES
101-0000-42403
0
$24.17
$0.00
SERVICES PC --F
101-0000-42403
0
$12.09
$0.00
Total Paid forELECTRICAL: $181.28 $0.00
OTHER MECHANICAL
101-0000-42402
0
$36.26
$0.00'
EQUIPMENT
OTHER MECHANICAL
101-0000-42600
0
$36.26
$0.00
EQUIPMENT PC
Total Paid forMECHANICAL: $72.52 $0.00
PATIO COVER, STD,
101-0000-42404
0
$194.34
$0.00
OPEN
PATIO COVER, STD,
101-0000-42600
0
$191.4 1 4
$0.00
OPEN PC
Total Paid for PATIO COVER / COVERED PORCH LATTICE $385.78 0.00
BUILDING SEWER
161-0000-42401
0
$12.09
$0.00
Printed: Wednesday, August 12, 2015 3:53:01 PM 2 of 4
.CBM71YSTEMS
W
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
•PAID DATE
RECEIPT#
CHECK #
METHOD
�: PAID BY
'BY
BUILDING SEWER PC
101-0000-42600
0
$12.09
$0.00
Total Paid for PLUMBING FEES: $24.18 $0.00,
SMI - RESIDENTIAL
101-0000-20308
0
$4.68
$0.00
Total Paid forSTRONG MOTION INSTRUMENTATION SMk $4.68 $0.00
DOOR/WINDOW,
101-0000-42400
0
$60.91
$0.00
REPLACE FIRST 7
DOOR/WINDOW,
REPLACE, EA ADDITION
101-0000-42400
0
$71.OS
$0.00
S
DOOR/WINDOW,
_
REPLACE, EA ADDITION
101-0000-42600
.0
$81.20
$0.00
S PC
DOOR/WINDOW,
301-0000-42600
0
$110.22
$0.00
REPLACE, FIRST 7 PC
Total Paid forWINDOW/SLIDING GLASS
$0.00
DOOR/FENESTRATION:-$323.38
TOTALS:• 00
PARENT PROJECTS
Printed: Wednesday, August 12, 2015 3:53:01 PM 3 of 4.
srsTEMS
NON-STRUCTURAL- LUIS URIBE 7/28/2015 '8/4/2015 8/5/2615 REVISIONS REQUIRED
1 WK
NON-STRUCTURAL- LUIS URIBE 8/6/2015 8/13/2015
1 WK
NEED LOAD CALC FOR ELECTRICAL.
Bin #
Qty of La Quinta
Building 8r Safety Division
S — v26 P.O. Box 1504 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012.
' 02. �'( Building Permit Application and Tracking Sheet
Permit # �y,, Fr d2o
S Z- 5
Project Address: S 4 'a1 `LS A V EN 1 n �,
Owner's Name:
A. P. Number: 1 1 k}' Z q S V Z I
Address: l'p (e I N ru
Legal Description: L 6% D $LO,Lk 3 t b
City, ST, Zip: plr ls_4 0
Contractor: z, vV Y1 •E � g to ► l•-.G E�.,�'
— >M:.;;r<.; .,;.......:•.wx•: ,;:..
Telephone: % �
Address: bj, a /it i 1.0
Project Description: �1!/
City, ST, Zip: P,,V p LE v bt C- 0-1
`p-tn_
Telephone: 'w}, r w y » ::: >�; :: r. .:
!s,v 1—� bvM.,
State Lic. # : CityLic. #.:
Arch., Engr., Designer: S cdt�n.•
1.00 .6► to S'C1W' tr-- t G Joe t+ti P
Sr. c a\ 0 f VA� 4. 11
.Address: Lr.-t a a L pin Y,1
rt c,
City., ST, Zip: t Z}hIkA 61 -! C�qO
Q i Q. G� 3 hA-v.1 Ca �� 0 .6LPY
Telephone: C • .I; w('A
v< . 't ry.: s1 ;:,• :::9? >.>.
„
Construction Type: uidfJ ccupancy: eri
State Lic. #: Y%-&P,, I
Project type circle one): New Addn Alter Qa air Demo
Sq. Ft.: h 6 3 # Stories: #Units:
Name of Contact Peerrss n: L., a ' 1 C �'�+ 1`� 3
Telephone # of Contact Person:
Estimated Value of Project: 3 C, O
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Chedk Balance
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2" Review, ready for corrections/issue
Electrical!
Subcontactor 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 Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
LPermit Fees
P:'O. BOX 1504
LA QUINTA, CALIFORNIA 92247-1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
BUILDING & SAFETY DEPARTMENT
(760)777-7012
FAX (760) 777-7011
PROPERTY OWNER'S PACKAGE
Disclosures & Forms for Owner-Builders•Applying for Construction Permits
IMPORTANT! NOTICE TO PROPERTY OWNER
Dear Property Owner:
An application for a building. permit has been submitted in -our rname listing yourself as the builder of�the. roperty
improvements specified at S � + .q 'L5 b V tn�� u� 1�0,�., , t�-f 2 t � �' � ,�� � 615
. We are providing you with an Owner -Builder Acknowledgment and Information Verification Form to make you aware of your
responsibilities and possible risk you may incur by having this permit issued in your name as the
Owner -Builder. We will not issue a building permit'until you have read, initialed your understanding of each. provision,
signed, and returned this form to us at our official address indicated. An agent of the owner cannot execute this notice
unless you, the -property owner, obtain the prior approval'of the permitting authority: -
OWNER'S ACKNOWLEDGMENT AND VERIFICATION OF INFORMATION
DIRECTIONS.- Read and initial each statement below to signer you understand or verify this information. "
1. I understand a frequent practice of 'unlicensed persons is to have the ro e p p rty owner oba_ain an "Owner -Builder"
building permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as
an Owner -Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person
and his or her employees while working on my property. My homeowner's insurance may not provide coverage for those
injuries. I am willfully acting as an Owner -Builder and am aware of the limits of my insurance coverage for injuries to workers
on my property.
C, 2..I understand building permits -are not required to be signed by property owners unless they are responsible for the
construction and are not hiring a licensed Contractor to assume this responsibility.
p 3. I understand as an "Owner -Builder" I am the responsible party of record on the permit. I understand that I may protect
Myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his crher narrie instead of my
own.
�- 4. I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on
permits and contracts.
�t 5. I understand if i employ or otherwise engage any persons, other than California licensed Contractors, and the total value
of my construction is at least five hundred dollars ($500), including labor and materials, I may be.c:)nsidered an "employer"
under state and federal law.
9- 6. I understand if I am considered an "employer" under state and federal law, I must register with the state and federal
government, withhold payroll taxes, provide workers' compensation disability insurance,- and.contribute to unemployment
compensation for each "employee." I also understand my failure to abide by these laws may subject me to.serious financial
risk.
�I. I understand under Califomia'Contractors' State License Law,.an Owner -Builder who builds single-family residential
structures cannot legally build them with .the intent to offer them for sale, unless all work is: performed by licensed
subcontractors and the number of structures does not exceed four within any calendar year, or all cf the work is performed
under contract. with a licensed general building Contractor.
' S. I understand as an Owner -Builder if I sell the property for which this permit is issued, I may be held liable for any
financial or personal injuries'sustained by any subsequent owner(s) that result from any latent construction defects in the
workmanship or materials.
. I understand I may obtain more information regarding my obligations as an. "employer" from the Internal Revenue
Service, the United States Small -Business Administration, the California Department of Benefit Payments, and the California
Division of Industrial Accidents. Falso understand I may contact the California Contractors' State License Board (CSLB) at 1-
800-321-CSLB (2752) or www.cslb-ca.gov.for more information about licensed contractors.
91-110.1 am aware of and consent to an Owner -Builder building permit applied for,in my name, and understand that I am the
party legally ,' and financially responsible for proposed construction activity 'at the following address:
I I' I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all
applicable laws and requirements'that govern Owner -Builders as -Well as employers.
12. I agree to, notify the issuer of this form immediately of any additions?deletions, or changes to any of the information I
have provided on this form Licensed contractors are regulated by laws designed to protect the public. If you contract with
someone who does not have a license, the Contractors' State License Board -may be unable to. assist you with any financial loss
you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may. be in civil court. It is also
important for you to understand that if an unlicensed Contractor or employee of that individual or firm'is injured while working
on your property, you may be held liable for damages. If you obtain a permit as Owner_Builder and. wish to hire Contractors,
you will be responsible for verifying whether or not those Contractors are properly licensed and the status of -their workers'
compensation insurance coverage.
h
Before a. building permit can be issued, this form must be completed and signed by the property owner and returned to
the agency responsible for issuing the permit. Note: A copy of the property owner's driver's license, form notarization, or
other verification acceptable to the agency is required to be, presented when the permit is issued to verify the property
owner's signature.
Signature of property owner . C�6 Date:
Note: The following Authorization Form is required to be completed by the property owner only when designating
an agent of the property owner to apply for a construction permit for the Owner -Builder.
AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF
Excluding the Notice to Property Owner, the execution of which I understand is my personal responsibility, I hereby authorize
the following person(s) to act as my agent(s) to apply for, sign, and file, the documents necessary to obtain an Owner -Builder
Permit for my project.
Scope of Construction Project (or Description of Work):
Project Location or Address:
Name of AuthorizedAgent: Tel No
Address of Authorized Agent:
I declare under penalty of perjury that I am the property owner for the'address listed above and I personally filled out the above
information and certify its accuracy. Note: A copy of the.owner's driver's license, form notarization, or other verification
acceptable to the agency is required to be presented when the permit is issued to verify the property owners signature.
Property Owner's Signature: _ Date:
X
RN -TER SIZE AHQ SPACDIC
toIto .c
Roor MCH
CST ---...--._
(S44C SIZE As PAFTCM
CAM SUE
RAFTER SPAN:
Q 0.1f. r
C'VERALL LENGTH- � o'
20pp PS.f CO"CRM
1
L.-.1
On" IJITTICE "no CoVotS any BE MA4ED To �fWONE 1/'Cr5- LAG SCRMTW4UGN FASM lT� TAdt-
— Jorsr
HAIL
oFl OR
�o
S' LAG SCRE" MO STUDS AT 16,O.C.
LEDGER I
TM APPROVAL BELOW
0&
C
SPEC" ROOF , A10 SHEA"*mC OR OpE« • uT�:(
(SEE R'JCXIN:; NOTE OH REVERSE)
'r MC V STRAPS —
cleft -o/6- WITH
(4) 16d HAILS OR BOAR
SIDE SETBACKn"ts
1 _
it BEL" MADE L--.j
PROVIDE I-
BETWEEN POCS'T
LEARANCE AND
CONCR£T.E --
U-STRAP OR AN(
NON —CORROSIVE
(4)- 16d NAILS
OR BOLT
U-STRAP OR AhCLE
(4)- 16d HAILS —
OR BOLT
PROVIDE 1' CLEARANCE
BETWEEN POST AND
CONCRETE .
ANCHOR BOLT fE►.(BEO -
T MIN. INTO CONCRETE)
TYPICAL PATIO COVER
DATE Of wPPtr�jc�
I�
C y STREiT' It00i2ESS
.•:xx
5.K,•
4Z
RAFTER SPAN TABLE �,`�' Q tz q, p00
GRADING RULES y C-2
PS- 20-70 V`St�' VS� Vsd �O
(FEET do INCHES) pJ,`�i.. p115 pJ,\c•� ��
16'a.c.
NNW
NOTES:.
1. 320 RAFTER SPACING IS ALLOWABLE
FOR OPEN LATTICE PATIO COVERS ONLY.
2. FOR SOLID. PA110 COVERS INOT LATTICE)
RAFTER SPAN IS LIMITED TO 10'-0` USING
THIS STANDARD.
LATTICE ROOF.
BUILT—UP ROOF
HEADERS
HEADERS
DOUGLAS FIR NO. t
DOUGLAS FIR NO. t
SIDE SPAN
SIZE
SPAN
4x4
4x6 8'-0
4x4
4z6
6'-0
' 4x8 1 1'—t�
4x8
8'-0
400
400
__
4x12 17'-0
4x12
12'-0
6x8 14_—p"_
6x8
600 17 —0
'6x10,__
14'-0r
ALL CONSTRUCTION SHALL CONFC
. TO THE PROVISIONS OF THE :.
MY OF LA QUNN7A
PMIEDINb & SAF=ETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE ( l 8y
ROOFING NOTES:
A. BUILT—UP, ROLLED ROOF: SLOPE TO DRAIN.
B. ROCK ROOF: 3; 12 MAXIMUM PITCH.
m
A �) �� �...
... 3 ` .
OF CALIFORNIA Y , . •t �•' ;
., Prescriptive Residential Alterations That Do Not Require'HERS Field Verification`
CEC-CFIR-ALT-05-E Revised 01/15 + CALIFORNIA ENERGY COMMISSION �- J
CERTIFICATE OF COMPLIANCE :• '• CF1R-ALT-05-E ..
_
Prescriptive Residential Alterations That Do Not Require HERS Field Verification '(Page 1 of 8)
'`' t
, ,
' 1
Project Name:
Peter Compton
Date Prepared:
7-26-2015 ,
4
,This compliance document is only applicable to simple alterations that do not require HERS verification for compliance. When HERS verification is required, a CFIR-ALT-01 shall first be registered
with a HERS Provider Data Registry.
^ -+-
Alterations to Space Conditioning Systems that are exempt from HERS verification requirements may use the CFIR-ALT-05 and CF2R- ALT-05 Compliance Documents Possible exemptions from duct
leakage testing include: less than 40 ft of ducts were added or replaced; or the existing duct system was insulated with asbestos; or the existing duct system was previously tested and passed by a
i `
'..
HERS Rater. If space conditioning systems are altered and are not exempt from HERS verification, then a CFIR-ALT-02 must be completed and registered with a HERS Provider Data Registry.
Alterations that utilize Closed Cell Spray Polyurethane Foam (ccSPF) with a density of 1.5 to less than 2.5 pounds per cubic foot having an R-value other than 5.8 per inch, or Open Cell Spray
'
Polyurethane Foam (ocSPF) with a density of 0.4 to less than 1.5 pounds per cubic foot having an R-value of 3.6 per inch, shall complete and register a CFIR-ALT-01 with a HERS Provider Data
f .
_
Registry.
If more than one person has responsibility for installation'of the items on this certificate, each person shall prepare and sign a certificate applicable to the portion of construction for which they are
,
responsible. Alternatively, the person with chief responsibilityfor construction shall prepare and sign this certificate for the entire construction. All applicable Mandatory Measures shall be met.'
t
Temporary labels shall not be removed before verification by the buildin ' spector.
+:
V
ifD\
A. GENERAL INFORMATION.
01
Project Name:
Compton Alteration '�S/1/O'
- 4 .
Date Prepared:
6-30-2015
03
Project Location:
54925 Avenida Ramirez
0
Building Front Orientation (deg or cardinal): '
East
05
CA City:
La Quinta V7 O'Cl
6
Number of Altered Dwelling Units:
1
07
Zip Code:
92253 ��
08
Fuel Type:
Natural Gas
09
Climate Zone:
.15 w
10
Total Conditioned Floor Area (ft):
1,763
11
Building Type
Single Family Residence '.000or12
slab Area (ftZ)
1,763
13
Project scope:
replacing fenestration/glazing11
HEC
4099 JU _7
CITYF f .
COMAi►UN G?UINTq ��I s
f '.
CA Building Energy, Efficiency Standards - 2013 Residential Compliance, �� PMENT - January 201 +
Ao—
STATE OF CALIFORNIA
Prescriptive Residential Alterations That Do Not Require HERS Field Verification' "
CEC-CFIR-ALT-OS-E Revised 01/15 CALIFORNIA ENERGY COMMISSION
CERTIFICATE OF COMPLIANCE - CF1R-ALT-05-E
Prescriptive Residential Alterations That Do Not Require HERS Field Verification (Page 2 of 8) ,
Project Name: Peter Compton Date Prepared: 7-26-2015
B. BUILDING INSULATION DETAILS (Section 150.2(b)1)
01
02
03
04
05
06 07 08 09
10
11
Tag/ID
Assembly Type
Frame
Type
Frame
Depth
(inches)
Frame
Spacing
(inches)
Proposed
Required
Comments
Cavity
I R-value
Continuous
Insulation
R-value
LI-factor
Appendix JA4Reference
LI-Factor
Table
Cell
Walls
Existing Walls
Wood
2X4
16,
R-13
0
4.31
A4
0.'102
Existing
Roof.
Existing Roof
Wood
2X4
24
R-30
0
4.2.1
A8
0.032
Existing
CA Building Energy Efficiency Standards - 2013 Residential Compliance January 2015
,. A,+..:...c 4 ....: y.,.:. ... _ .. :. A.. § � t.-'•( �'3.: u jlHT ..4 .. ..w.r .. .. .....aP"r p
STATE OF CALIFORNIA .
Prescriptive Residential Alterations That Do Not Require HERS Field Verification _
CEC-CFIR-ALT-05-E Revised 01/15
CERTIFICATE OF COMPLIANCE
Prescriptive Residential Alterations That Do Not Require HERS field Verificaition
Project Name: Peter Compton
Date Prepared: 7-26-2015
C. ROOF REPLACEMENT (Prescriptive Alteration, Section 150.2(b)iH)
01
02
03
04
05
06
07 08 09 10
11 12 13
Method of
Compliance
Roof
Pitch
Exception
CRRC Product ID
Number
Product Type
R-value
Deck
Insulation
Proposed
Minimum Required
Initial Solar
Reflectance
Aged Solar
Reflectance
Thermal
Emittance
SRI
(Optional)
Aged Solar
Reflectance
Thermal
Emittance
SRI
(Optional)
N/A
----------
-----------
----------- ----------
-------
-------
------
------
-----
-----
------
------
-----
NOTES
• Roof area covered by building integrated photovoltaic panels and solar thermal panels are exempt from the above Cool Roof, requirements.
• Liquid field applied coatings must comply with installation criteria from section 110.8(i)4.
D. FENESTRATION/GLAZING AREAS ALLOWED (Section 150.2(b)1)
01
02
03
04
05
06
07
Maximum
Maximum
Allowed
Allowed
Maximum
Existing
Existing
' Fenestration
Fenestration
Allowed
i=enestrailun
West-Pcin ag
maximum
Maximum
Maximum
Maximum
Alteration
West -Facing
Allowed
Allowed
Allowed
Allowed
Area For All
Area For All
Area for All
Fenestration .
Comments
Type
Fenestration
U-factor
U-factor
SHGC
SHGC
Orientations
(ft2)
Orientations
(ft2)
Area Only
Orientations
(ft)
Area
(ft)
(Windows)
(Skylights)
(Windows)
(Skylights)
(Windows)
(Skylights)
replacing
N/A
I N/A
N/A
650 ,280.76
1.32 1
N/A
.25 1
N/A
Replacing Existing with new
CA Building Energy Efficiency Standards - 2013 Residential Compliance January 2015
.. ;.: .i _. t....:Y -...._ .. .. .... 1•'1„4.+-.r y �x''J� 1. <w 'a,....ry r .... � ._ ...�.... .. ..__- ���: k+.^•T �ti F.. - - - -. � �.•1a'. S.. .. _ . 3 l.. _
STATE OF CALIFORNIA
Prescriptive Residential Alterations That Do Not Require HERS Field Verification
CEC-CFIR-ALT-05-E Revised 01/15 CALIFORNIA ENERGY COMMISSION
CERTIFICATE OF COMPLIANCE CF1R-ALT-05-E
Prescriptive Residential Alterations That Do Not Require HERS Field Verification (Page-4 of 8)
Project Name: Peter COMDton Date Prepared: 7-26-2015
E. FENESTRATION PROPOSED AREAS AND EFFICIENCIES — Add (Section 150.2(b)lA)
01
02
03
04
05
06
07
08
09
10
11
12
13
14
Tag/ID
Fenestration Type
Frame
Type
Dynamic
Glazing
Orientation
N, S, W, E
Number
of
Panes
Proposed
Fenestration
Area
(ft)
Proposed
West Facing
Fenestration
Area (ft)
U-factor
Source
SHGC
Source
Exterior
Shading
Device
Combined
SHGC from
CFIR-ENV-
03
N/A/
-----------
--------
----------
-----------
----------
---------
----------
----------
---------
-------=-
----------
---------
--------
15
Existing + Proposed Fenestration Area
N/A
16
Maximum Allowed Fenestration Area
N/A
17
Compliance Statement
Is the Existing + Proposed Fenestration Area 5 the Maximum Allowed Fenestration Area ❑ Yes ❑ No
18
Existing + Proposed West -Facing Fenestration Area
N/A
19
Maximum Allowed West Fenestration Area
N/A
20
Compliance Statement
Is the Existing + Proposed West -Facing Fenestration Area 5 he Maximum Allowed West Fenestration Area ❑ Yes ❑ No
21
Proposed Fenestration U-factor (Windows)
N/A
22
Required Fenestration U-factor (Windows)
N/A
23
Compliance Statement
Is the Proposed Fenestration U-factor <_ the Required Fenestration U-factor ❑ Yes ❑ No
24
Proposed Fenestration SHGC (Windows)
N/A
25
Required Fenestration SHGC (Windows)
N/A
26
Compliance Statement
Is the Proposed Fenestration SHGC 5 the Required Fenestration SHGC ❑ Yes ❑ No
27
Proposed Fenestration U-factor (Skylights)
N/A
28
Required Fenestration U-factor (Skylights)
N/A
29
Compliance Statement
Is the Proposed Fenestration U-factor 5 the Required Fenestration U-factor ❑ Yes ❑ No
30
Proposed Fenestration SHGC (Skylights)
N/A
31
Required Fenestration SHGC (Skylights)
N/A
32
Compliance Statement
Is the Proposed Fenestration SHGC 5 the Required Fenestration SHGC ' ❑ Yes ❑ No
CA Building Energy Efficiency Standards - 2013 Residential Compliance January 2015
STATE OF CALIFORNIA
. Prescriptive Residential Alterations That Do Not Require HERS Field Verification -
CEC-CFIR-ALT-05-E Revised 01/15
CERTIFICATE OF COMPLIANCE
Prescriptive Residential Alterations That Do Not Require HERS Field Verification
Pmject Name: Peter Compton
14
12
13
F. FENESTRATION/GLAZING PROPOSED AREAS AND EFFICIENCIES - Replace (Section 150.2(b)1B)
01
02
03
04
05
06
07
08
9
10
11
r
A
CA Building Energy Efficiency Standards - 2013 Residential Compliance
' ,_ .__ -'-". Pe{-cE+r/ �c.:'�: ii�?asra.�_�- .. .1.: •�'i1l.,�d;. w:.ay:Aaw ,5r�� -
STATE OF CALIFORNIA
Prescriptive Residential Alterations That -Do Not Require'HERS Field Verification
CEC-CFIR-ALT-05-E Revised 01/15
CERTIFICATE OF COMPLIANCE
Prescriptive Residential Alterations That Do Not Require HERS Field Verification
Project Name: Peter Compton
J,
f �
CALIFORNIA ENERGY COMMISSION
CFIR-ALT-05-E
(Page 6 of 8), , ;w
Date Prepared: 7-26-2015
G. SPACE CONDITIONING (SC) SYSTEMS — HEATING/COOLING (Prescriptive section 150.2(b))
Alterations to Space Conditioning Systems shall be exempt from HERS verification requirements as prerequisite for use of the CFIR-ALT-05 and. CF2R- ALT-05 Compliance Documents. If new space .
conditioning systems are installed or existing systems are altered and are not exempt from HERS verification, then a MR-ALT-01 shall be completed and registered with a HERS Provider Data
Registry. In each row below for each dwelling unit in the building, check the box that indicates the exemption from HERS verification compliance:
❑ a: space conditioning system was not altered;
❑ b: less than 40 ft of ducts were added or replaced;
❑ c: (exempt from dud leakage testing) if: the existing duct system was insulated with asbestos;
❑ d: (exempt from duct leakage testing) if: the existing dud system was previously tested and passed by a HERS Rater.
01
02
03
04
Dwelling Unit Name
SC System Identification or Name
SC System Location or Area Served
Exemption from HERS Verification
Existing Residence
Exisitng
Existing
Oa ❑ b ❑ c ❑ d
-
❑a ❑b ❑c ❑d
❑a ❑b ❑c ❑d
❑a ❑b ❑c ❑d
❑a ❑b ❑c ❑d
❑a ❑b ❑c ❑d
❑a ❑b ❑c ❑d
❑a ❑b ❑c ❑d
❑a ❑b ❑c ❑d
❑a ❑b ❑c ❑d
-
❑a ❑b ❑c ❑d
❑a ❑b ❑c ❑d
❑a ❑b ❑c ❑d
CA Building Energy Efficiency Standards - 2013 Residential Compliance January 2015
' STATE OF CALIFORNIA
Prescriptive Residential Alterations That Do Not Require HERS Field Verification,
CERTIFICATE OF COMPLIANCE
Prescriptive Residential Alterations That Do Not Require HERS Field Verification
Project Name: Peter Compton
CALIFORNIA ENERGY COMMISSION
CF111-ALT-05-E
(Page 7 of 8) ,
Prepared:
7-26-2015
15'
`
12
13
14.
H. WATER HEATING SYSTEMS (Section 150.2(b)1G)
01
02
03
04
05
06
07
08
09
'10
ill, .
Dwelling Unit
Name
Water Heating
System
Identification or
Name
Water Heating
System Location
or Area Served
Water
Heating
System
Type
Water
Heater
Type
q of
Water
Heaters
in System
Water
Heater
Storage
Volume
(gal)
Fuel Type
Rated
Input
Type
Rated
Input
Value
Heating
Efficiency
Type
Heating
Efficiency
Value
Standby
Loss (%)
Exterior
Insulation
R-Value
Back -Up
Solar
Savings
Fraction
Existing-----
------
-------
-------
-------
CA Building Energy Efficiency Standards - 2013 Residential Compliance January 2015
• ' S 3 ATE OF CALIFORNIA
Prescriptive'Residential Alterations That Do Not Require HERS Field Verific ton
CEC-CFIR-ALT-05-E Revised 01/15 - `
CERTIFICATE OF COMPLIANCE
Prescriptive Residential Alterations That Do Not Require HERS Field Verification
Project Name: Peter Crompton
r
CALIFORNIA ENERGY COMMISSION
CF1R-ALT-05-E
.(Page 8 of 8) r
Date Prepared: 7-26-2015
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. 1 certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name: .
Documentation j n
Andrew Lemke ,
AAuo
Company:
Signature Date:
Joule Energy Solutions
Address:
CEA/ HERS Certification Identification (if applicable):
14027 Zircon St.
City/State/Zip:
Phone:
Hesperia, CA 92344
760-998-9573
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws.' of the State of California:
1. The information provided on this Certificate of Compliance is true and correct.
2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible.
designer).
3. That the energy features and perform ance,specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of
Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.
4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents,
worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
5. 1 will ensure that a registered copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement'agency
for all applicable inspections. I understand that a registered copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building
owner at occupancy.
Responsible Designer Name:
�t' �c► ElL GO"Yr� 2tY1
Responsible Designer Signature:
,
Company: r
Date Signed:
Address:
tio,\4G,
License:
City/State/Zip:
Phone:'
For assistance or questions regarding the Energy Standards, contact the Energy Hotline at: 1-800-772-3300.
CA Building Energy Efficiency Standards - 2013 Residential Compliance
y...
..�1,.
.. ..
VOICE (760) 777-7125
78 495 CALLE TAMPICO
D
FAX (760) 777-7011
LA QU.INTA, CALIFORNIA 92253
COMMUNITY'DEVELOPMENT. DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 8/27/2015
Application Number: BRES2015-0261
Owner:
Property Address: 5492S AVENIDA RAMIREZ
PETER & SHEILA COMPTON
APN: 774295021
1641 QUANTILLO RD
Application Description: COMPTON RESIDENCE REMODEL
APPLE VALLEY, CA 92307
Property Zoning:.
1
Application Valuation: $36,000.00
(`�
Applicant:
PETER & SHEILA COMPTON
Contractor:
OWNER BUILDER
1✓ %
` 1641 QUANTILLO RD
APPLE VALLEY, CA 92307
Llc. No.:
LICENSED' CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3.of the Business and Professions Code,
and my License is in full force and effect.
License Class: _ License No.:
Date: Contractor:
OWNER -BUILDER DECLARATION '
I hereby affirm under penalty of perjury that -I am exempt from the Contractor's State
License Law for the following reason (Sec. 7031.5, Business and Professions.Code: Any
city or county that requires a permit.to construct, alter, improve, demolish; or repair,
any structure, prior to its issuance, also requires the applicant for the permit to file a
signed statement that he or she is licensed pursuant to the provisions of the
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3
.of the Business and Professions Code) or that he or she is exempt therefrom and the
basis for the alleged exemption. Any'violation of Section 7031:5 by any applicant for a
permit subjects the applicant to a civil penalty of not more than five hundred dollars
($500).:
(_) 1, as owner of the property, or my employees with wages as their sole
compensation, will do the work; and the structure is not intended or offered forsale.
(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, as owner of the property, am,exclusively contracting with licensed contractors
to construct the project. (Sec. 7044, Business and Professions Code: The Contractors'
State License Law does not apply to an owner of property who builds or improves
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to...
the Contractors' State License Law.).
(_) I am exempt under Sec. . B.&P.C. for this reason
Date
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there isa construction lending agency for
the performance of the work for which this permit is issued (Sec: 3097, Civ. C:).
Lender's Name:
Lender's Address:
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations
I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700 of the Labor Code, for the performance
of the work for which this permit is issued.
I have and will maintain workers' compensation insurance, as required by
Section 3700 of the Labor Code, for the performance of the work for which this permit
is issued. My workers' compensation insurance carrier and policy number are:
Carrier:. Policy Number: _
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 subject to the
workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
comply with those provisions.
Date:
Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS:($100,000). IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT 1
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and.restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose
request and for whose'benefit.work is performed under or pursuant to any permit
issued as a result of this application , the owner, and the applicant, each agrees to, and
shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
employees for any act or omission related to the work being performed under or
following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is
not commenced within 180 days from date of issuance of such permit, or cessation of
work for 180.days will subject permit to cancellation.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representatives of this city to enter upon the above -
mentioned property for inspection purposes.
Date:. Signature (Applicant or Agent):
Ni
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101-0000-20306
0
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$2.00
8/12/15
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CHECK
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Total'Paid for BUILDING' STANDARDS ADMINISTRATION BSA ' $2.00 $2.00
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8/12/15
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Total'Pa d forPAT10,COVER /,COVERED PORCH /-LATTICE $580.12 $385.78
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101=0000=42401
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Total Paid for.PLUMBING FEESi . $24.18 $24.18
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DOOR/WINDOW, REPLACE, EA ADDITION 5
101-0000 42600
0
$81.20
$81.20
8/12/15
PC
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CHECK
R8432.
.934
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�PQID..DATE
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DOOR/WINDOW, REPLACE, FIRST 7,PC
101 0000-42606,
0
$310.22
$110.22
8/12/15
i S .. lP-'C, R.
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METHODS s
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CHECK
R8432
934
PJU
Total Paid for WINDOW/SLIDING GLASS DgOR/FENESTRATION $323 38 $323.38
" e
a,
��f,•:OFA'llfi''9
Description: COMPTON RESIDENCE REMODEL
Type: BUILDING, RESIDENTIAL Subtype: REMODEL Status: ISSUED
Applied: 7/8/2015 EVA
Approved: 8/12/2015 PJU
Parcel No: 774295021 Site Address: 54925 AVENIDA RAMIREZ LA QUINTA,CA 92253
Subdivision: SANTA CARMELITA AT VALE LA QUINTA Block: 310 Lot: 10
Issued: 8/12/2015 PJU
UNIT 28
Lot Sq Ft: 0 Building Sq Ft%0 Zoning:.
Finaled:
Valuation: $36,000.00 Occupancy Type: Construction Type:
Expired: 2/8/2016 PJU
No. Buildings: 0. No. Stories: 0 No., Unites: 0
Details: PERMITTO INCLUDE WINDOW CHANGE OUT, POOL EQUIPMENTRELOCATION, SERVICE PANEL UPGRADE, CHANGE OUT:OF 3'SUB-
PANELS, (2) OPEN LATTTICE PATIOS`OF 96 SF AND 108 SF; AND 40 LF ORABS DRAIN PIPE. WORK TO BE`DONE PER.2013 CALIFORNIA
BUILDING CODE: ALL OTHER WORK WILL NEED SEPERATE PERMIT..
CHANGING.PATIO COVERS FROM WOOD TO ALUMAWOOD. ADDED:INEW PATIO(8-X30-). TOTAL OF 3-PATIOS
35 -,�>
i 0
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IVIARTINA FROM LDR.CO.NSTRUCTION SERVICES 760-413-4708
CAME INTO CITY HALL AND SAID:CUSTOMER: IS NOT GTOING
NOTE
PHILIP JUAREZ
8/24/2015.
8/24/2015
TO BUILD.TWO'PATIOS INCLUDED O.N PERMIT. CHANGING.TO
ALUMAWOOD PATIOS WILL BRING LETTER
PLAN CHECK PICKED UP,
LUIS URIBE
8/5/2015
:8/5/2015
PLAN. CHECK PICKED UP
STEPHANIE KHATAMI
.7/16/2015
7/16/2015
PETER -COMPTON '
PLAN CHECK SUBMITTAL
1ST PLAN CHECK SUBMITTAL; STRUC CALCS FOR 2 FT HIGH
RECEIVED
ED VASQUEZ
7/8%2015
7/8/2015
RETAINING WALL, TITLE 24 DOCS
RESUBMITTAL
PHILIP JUAREZ
7/28/2015
7/28/2015
Printed:. Thursday, August 27, 2015 3:08:52 PM 1 of 5 sys-rrrns
RESUBMITTAL RECIEVED NEED.TO SPEAK TO PLANS
EXAMINER LUIS IN REGARDS TO SUBMITTAL TO.SEE IF ITS
RESUBMITTAL
PHILIP JUAREZ.
8/6/2015
8/6/2015
COMPLETE APPLICANT AND LUIS HAD CONVERSATION ABOUT
RESUBMITTAL.LUIS SAID PUT PLANS ON HIS DESK HE WILL
REVIEW.
TELEPHONE CALL.
LUIS:.URIBE ..
7/16/2015 !
7/16/2015
SPOKE WITH PETER LET HIM'KNOW PLANS WEREAEADY FOR
CORRECTIONS.
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PETER'& SHEILA COMPTON :
1641 QUANTILLO R D'
APPLEVALLEY
"' CA
92307'
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HOURLY CHARGE-_-
BLDG CITY STAFF
101-0000-42600
1
$145:00
$0.00
Total Paid foir.BLDG-CITY STAFF .,PER HOUR: $145.00 $0.00
PETER,& SHEILA
BSAS 5B1473 FEE
101.0000-20306'
0
$2:00
$2.00
8/12/15
R8432
934
CHECK
PJU
COMPTON
Total Paid forBUILDING STANDARDS`ADMINISTRATION
$2.00 $2.00 -.
BSA:
FIXTURES, -FIRST 20
101-000042403'
1
. $24.17
$0.00
FIXTURES, FIRST 20 PC
10170000-42600
1
$24.17
$0.00
OTHER ELECTRICAL
101-0000-42403
0
$72.51
$72.51
8/12/15
R8432
934
CHECK
PETER & SHEILA
PJU
EQUIPMENT
COMPTON
OTHER ELECTRICAL
PETER & SHEILA
101-0000-42600
0'
$72.51
$72.51.
8/12/15
R8432
934
CHECK
PJU
EQUIPMENT PC
-
COMPTON.
Printed: Thursday, August 27, 2015 3:08:52 PM 2 of 5
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PETER & SHEILA
SERVICES
101-0000-42403
0
$24.17
$24.17
8/12/15
R8432
934
CHECK
PJU
COMPTON
SERVICES PC .
101-0000-424*03
0
$12.09
$12.09
8/12/15
R8432
934
CHECK
PET I ER & SHEILA
PJU
I
I
COMPTON
Total Paid for ELECTRICAL: $229.62 $181.28
OTHER MECHANICAL
PETER & SHEILA
101-0000-42402
0
$36.26
$36.26
8/12/15
R8432
934
CHECK
PJU
EQUIPMENT
COMPTON
OTHER MECHANICAL
PETER & SHEILA
101-0000-42600
0
$36.26
$36.26
8/12/15
R8432
934
CHECK
PJU
EQUIPMENT PC
COMPTON
Total Paid forMECHAN . ICAL: $72.52 $72.52
PATIO COVER, STD,
PETER & SHEILA
101-0000-42404
0
$194.34
$194.34
8/12/15
R8432
934
CHECK
PJU
OPEN
COMPTON
PATIO COVER, STD,
101-0000-42404
0
$194.34
$0.00
OPEN
PATIO COVER, STD,
-PETER & SHEILA
101-0000-42600
0
$191.44
$191.44
8/12/15
R8432
934
CHECK
PJU
OPEN PC
COMPTON
Total Paid for PATIO COVER / COVERED PORCH LATTICE $580.12 $385.78
PETER & SHEILA
BUILDING SEWER
101-0000-42401
0
$12.09
$12.09
8/12/15
R8432
934
CHECK
PJU
COMPTON
PETER & SHEILAPJU
BUILDING SEWER PC
101-0000-42600
0
$12.09
$12.09
8/12/15
R8432
934
CHECK
COMPTON
Total Paid for PLUMBING FEES:$24.18 $24.18
PETER & SHEILA
SIVII - RESIDENTIAL
101-0000-20308
0
$4.68
$4.68
8/12/15
R8432
934
CHECK
PJU
COMPTON
Total Paid forSTRONG MOTION INSTRUMENTATION SIVII: $4.68 $4.68
DOOR/WINDOW,
PETER & SHEILA
101-0000-42400
0
$60.91
$60.91
8/12/15
R8432
934
CHECK
PJU
REPLACE FIRST 7
COMPTON
DOOR/WINDOW,
PETER & SHEILA
REPLACE, EA ADDITION
101-0000-42400
0
$71.05
$71.05
8/12/15
R8432
934
CHECK
PJU
COMPTON
5
Printed:. Thursday, August 27, 2015 3:08:52 PM 3 of 5 CRFWSYSTEMS
PARENT PROJECTS
BOND INFORMATION
Printed: Thursday, August 27, 2015 3:08:52 PM 4 of 5 sysnMs
j : ,
Bin #
City of . La Q uin to
Building '&T Safety Division
b 78-495 Calle Tampico
-
La Quinta, CA 92253 - (760) 777-7012
Building Permit,Application and Tracking Sheet
Permit
/j
l
Project Address: Ag�N ii/�-
9 2
Owner's Name:
S
A. P. Number: 4-- ,C g —�2l
Address:
Legal Description: I� j'9; �� BLK�3 ID $"' C"-+C;U'rA
Iv"R J &te I_w vwvVe
City, ST, Zip: lac c)23o-7
Contra tractor:
o. Y n. �L
T ele hone:
P
...................
Address: Boy_ 2 2
Project Deseriptio '��'g`� M_N M 9 �1 y
City, ST, Zip: 1L.Fa C� 922A-'1.�
Te! h
e one
P fv 0 3`
-a-l�o tt i i
c�
QQ
State Lic. # : 8 C� 3S
City Lie. COW 23�....
/
Arch., Engt �esigner: 6�`"�r�t
,,:,f*fi
ekww
Address:
City., ST, Zip:
Telephone,
:
7. O :' o "e�� ccu anc
.- Y Y•
1�J P
Lac.#
x
roJect tYPa (circle one): New aiAdd Alter Rep r Demo
Name of Contact P on: ��� �g-
Sq. Ft.:
# Stories:
# Units:
Telephone # of CoN - ct P son:
s
Estimated Value of Projec ..
APPLICANT: DO'NOT•WRITE BELOW THIS LINE
t!
Submittal
Req'd
Rec'd
TRACKING
.PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Cafes.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cafes. _
Called Contact Person
Plan Check Balance
Title 24 Cates.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2"" Review, ready for-corrections/issue
Electrical
Subcontacl'or List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.1.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"! Review, ready for correct ionstissue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees,
Total Permit Fees
Y.
w 1 /� l� CITY. OF LA QmUCI�NTA .S�,Br-� �ONT
JOB ADDRESS �l "��J 1.7 E:�;MIT. NUMBER9VJ0'b1 ^ . `�VVNER
ACTO LIST �. �� n� � f�
�� T� _ BUILDEI3 K `V'_
This form shall be posted on the job with the Building Inspection Card at all times in a conspicuous place.
Only persons appearing on this list or their employees are authorized to work
on this job. Any changes to this list must be approved by the Building Division prior to cornmencement of
work. Failure to comply will result in a stoppage of work and/or the voidance
of building permit. For each applicable trade, all information requested below must be completed by applicant. "On File" is not an acceptable response.
sificatio.n.:......:.:.::..::....:.............Contrac.tor........................::::::..::::::.:.:..:............State.
.::..:.:.:.:..::..:..:..::
Contractor.:.s:L�cense.:::::.:.:..::..:::::.::::::.:::::.:.::..:..:.....................w.orkers.Co.m
urance....
ensation.l....................................
Y
Name
CIassification
LitenseNutuber
ExP. Dato
Carrier Name
PolicY Number
Ex P . Date
ense Number
License
Ex Da
teCompany
P
e. B -
9 . A C 8
xxx xxx
x
rx/ xxx
/
I
tat Fu nd Ca Com
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9
a Varies
(Format )
x xx
x/ xx )
/
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xx xx/xx
/
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MkTH:W O`RK
CONCRETE (C 8?'�
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4 B7 le Z�
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COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:
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 2O12 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.
B. 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 (HIP), 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 1806.3A.
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.
DESIGN REQUIREMENTS:
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: Ss= 1.50. S, = 0.6, S. = 1.0, S� 0.50
RESPONSE MODIFICATION FACTOR, R:1.25
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.
SHEETINDEX:
SHEET # SHEET TITLE / DESCRIPTION
WIND SPEED CONVERSION TABLE:
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 P GE
FOR APPLICATION AND USE. It
SITE DESIGN PARAMETERS:
I SITE ADDRESS:
WIND SPEED & EXPOSURE:
ROOF / SNOW LOAD:
STRUCTURAL
ENGINEERING FIRM
�T��ENG/NEEl7/NG
STRUCTURAL ENGINEERING
133 09 EAST ESCALONES PHONE: (949) 388-93
T-0..................TITLE SHEET, DESIGN LOADS, GENERAL NOTES SANCLEMENTE.CA92672 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 OF
rr �
SH - 10 .........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS 8(���DI WPUMASH-11 ..........LATERAL FORCE RESISTING SYSTEM /MIN. NUMBER OF REQ. COLUMN NG & SAF
SH - 12 ..........BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS q pF, ETY DEpT
SH - 13 ..........HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS 1
SH - 14 ..........BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS FOR CONS�V IO
SH - 15-17 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L. -13 TON
SH - 18-20 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.
SH - 21-23 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S. ,
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 L.L, 110-130 MPH
SH - 37-38 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 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
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IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK
DATE
OESCRU MON
4 STEL JOB # 15-1071-1
DATE 302015
DRAWN BY MAP
CHECKED DKR
TITLE SHEET,
DESIGN LOADS,
GENERAL NOTES
',7-0
0 OF 50 SHEETS
0 B a
0
2
0
3
0
4
o
5
0
�- •o% FPAITHMENT
ROOF PANEL SEETABLES SEE DETAIL A, B & C,
SHEET 4 FOR ROOF SHEET 8
PANEL ATTACHMENT TO
SUPPORTING WALL
HANGER & BEAM.
"O.H." NOT TO EXCEED 25% —
OF ROOF PANEL IL
ALLOWABLE SPAN W
SEE DETAIL 11, SHEET 12—
FOR MANDATORY SPLICE.
NO BEAM SPLICE AT
EXTERIOR POSTS.
POSTS, SIZE VARIES
SEE SHT. 11 FOR MINIMUM
NUMBER OF REQUIRED COLUMNS
lw C _.. o - D - - - 0 E o F 0 mot,. "r - N_ / ez% _ o '''i:.. °r'*. H " 0m
SOLID PANEL STRUCTURES .'
ROOF
OVERHANG,
OR WOOD, OR
CONCRETE
WALL SEE
SHEET 8
3 1/2" SLAB ATTACHMENT w
MAY BE USED WHERE PERMITTED. NOTE: NO SPLICE AT EX IOR POSTS
SEE TABLES
NOTE: EACH COMPONENT IS INTER -
FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER
SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION
ROOF PANEL SEE TABLES
SHEET 4 FOR ROOF PANEL
ATTACHMENT TO
SUPPORTING BEAM.
"O.H." NOT TO EXCEED 25%
OF ROOF PANEL
ALLOWABLE SPAN /
B SEE DETAIL 11, SHEET 12 ✓� '
F'pO
FOR MANDATORY SPLICE.
MS,AIV
STSPEXTERIOR
NO BEAM SPLICE AT ,t
�1
E NG
POSTS.
.
Tqg FS
0 POSTS, SIZE VARIES
3 1/2" SLAB
MAYBE USED
--
TO CONSTRAIN
_
1 FOOTING, SEE
TABLES
FOOTINGS
SEE TABLES
0
IFNGTH
H OF ST RUCT URE VARIES
BEAM - SEE TABLES
I FOR POST SPACING
T T�
:,l;;A4vmll
0
Ast SPAN
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
81 TYPE "C" FREESTANDING W/ CANTILEVER OPTION
ATTACHMENT
SEE DETAIL A, B & C,
ROOF PANEL SEE TABLES SHEET 8
SHEET 4 FOR ROOF
'PANEL ATTACHMENT TO MIN. 0.25" SLOPE PER FT
SUPPORTING WALL
HANGER & BEAM. —�
"O.H." NOT TO EXCEED 25%
OF ROOF PANEL
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12�
FOR MANDATORY SPLICE.
p SPAN
OST
NO BEAM SPLICE AT
S 3 AC/�
EE T'ggCFS h
EXTERIOR POSTS.
POSTS, SIZE VARIES
SEE SHT. 11 FOR MINIMUM
NUMBER OF REQUIRED COLUMNS
ROOF
OVERHANG,
OR WOOD, OR
GTH OF CONCRETE
hq�L /VOSTRUCTUR WALL SEE
THEpRO� NSTHFS SHEETB
--BEAM - SEE TABLES
FOR POST SPACING ~
2
`E . NOT TO
OFg EO25%
ONSte
3 1/2" SLAB ATTACHMENT-J W w
MAY BE USED
WHERE PERMITTED.
SEE TABLES
NOTE: EACH COMPONENT IS INTER -
FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER
SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION
ROOF PANEL SEE TABLES MIN. 0.25" SLOPE
SHEET 4 FOR ROOF PANEL PER FT
ATTACHMENT TO
SUPPORTING BEAM.
O.H.L
"O.H." NOT TO EXCEED 25%
OF ROOF PANEL
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12�
p�S
FOR MANDATORY SPLICE.
SP,�,,
NO BEAM SPLICE AT
S T SPgCI
EF TABLes ^
EXTERIOR POSTS.
POSTS, SIZE VARIES
3 1/2" SLAB
MAY BE USED
TO CONSTRAIN
FOOTING, SEE
TABLES
l
FOOTINGS
SEE TABLES
�t BEAM - SEE TABLES
FOR POST SPACING
OF B
ACtO� LF SII' N
W
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION
4
2
N
W o6
W U)NM
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
DATE
DES W"ON
rVARl
4 STEL JOB # 15-1071-1
DATE 3l312015
DRAWN BY MAP
CHECKED DKR
SOLID PANEL
STRUCTURES
SH-1
, OF 50 SHEETS
0 D 0 E 0 F 0
OPEN LATTICE STRUCTURES
RAFTER, SEE TABLES
WALL LEDGER OR
MAX. O.H.
ROOF OVERHANG,
G�
,� 25%OF RAFTER �-H
'9.r ALLOWABLE
��'�
SEE DETAIL AB & C,
SHEET B.
q((000 � R� SPAN
MANDATORY BEAM SPICE ZSEE
I
DETAIL 11, SHEETf12
NO BEAM SPLICE
AT
EXTERIOR POSTS `�
,,CO
-
�4
(��
Oil
LENGTH OF STRUCTURE'VARIES
�1� C'
iv
i
_
POSTrWITH SIDE PLAT
S
F -
p
SEE SHT, 11 FOR MINIM
M
SSp
SFFl ci
NUMBER OF REDUI
COLUMNS
C
(FS
9
3 1/2' SLAB ATTACHMENT
MAY BE USED WHERE
NOTE: EACH COMPONENT IS INTER-
SF TgpgNi
FrgS(�NG
PERMITTED.
SEE TABLES
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
S
FOOTING WHERE REQUIRED,
SEE TABLES
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT BE COVERED.
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE
RAFTER, SEE TABLE
FOR SIZE
AND SPACING ,
MAX. O.H.
25% OF RAFTER i O•
ALLOWABLE
RAFTER,SEE
MAX. O.H.
25% OF RAFTER
ALLOWABLE
MANDATORY BEAM SPICE - SEE —�
DETAIL 11, SHEET 12
NO BEAM SPLICE AT
EXTERIOR POSTS
LENGTH OF STRUCTURE VARIES
0 H 0 1 0
•
WALL LEDGER OR
eX7Sri,VG ROOF OVERHANG,
a eu/(O/rVGSEE _ �SHEETBAILA,BSC
p e�M
X
POST WITH SIDE PLATES
FTSpspgN�
qC
SEE SHT, 11 FOR MINIMUM
F
<FS G
NUMBER OF REQUIRED
COLUMNS
NOTE: EACH COMPONENT IS INTER-
Oo �M
Sl Sp
3 1/2"SLAB ATTACHMENT
CHANGEABLE WITH ANY OTHER
s sp qN�
FSTgs(FSG
MAY BE USED WHERE
COMPONTENT UNLESS OTHERWISE SHOWN.
PERMITTTABLES.
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT BE COVERED.
FOOTING WHERE REQUIRED,
SEE TABLES
TYPE "F" ATTACHED MULTISPAN
LATTICE STRUCTURE
RAF
P
MAX. O.H.
25% OF RAFTER
ALLOWABLE
SPAN
i S2
w
�
vST m�9
Sp �G
gC�'1'G
�V BOG'
6
~
�O
M
0 tt
LENGTH OF STRUCTURE VARIES
G
bOG
14
MANDATORY BEAM SPICE - SEE
O�
2
O
"LC
>
DETAIL 11, SHEET 12�3
---POST
NO BEAM SPLICE AT
/DO
CROSSSECTI
SEE POST DETAI
LENGTH OF STRUCTURE VARIES
NG
EXTERIOR POSTS
s r
F Sp
Frge(FS/NC'
MANDATORY BEAM SPICE SEE—
' DETAIL
POST CR
SS -SECTION,
3 1/2" SLAB
MAY BE USED
11, SHEET 12
NO BEAM SPLICE AT
p
OSr
SFFT
SEE POST DETAIL,
NOTE: EACH COMPONENT IS INTER-
p
sTsp
TO CONSTRAIN
EXTERIOR POSTS SOgC/
�G
CHANGEABLE WITH ANY OTHER
SF
Frys(FS,IG
FOOTING, SEE<lrS
3 1/2• SLAB
COMPONTENT UNLESS OTHERWISE SHOWN.
TABLES
po
MAY E USED
CONSTRAIN
NOTE: THIS OPEN PE STRUCTURE
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE
SFFTge'(°�S7NG
TO
SEE
MAY NOT BE COVERED.
-
WITH ANY OTHER
TAB ESG,FOOTING.
FOOTING SEE TABLES
COMPONTENT UNLESS OTHERWISE SHOWN.
`
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
FOOTING SEE TABLES
MAY NOT BE COVERED.
TYPE."G" FREESTANDING
SINGLE SPAN LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
K49K
DATE
DESLRUMON
4 STEL JOB # 15-1071-1
DATE 3=15
DRAWN BY MAP
CHECKED DKR
OPEN LATTICE
STRUCTURES
SH-2
2 OF 50 SHEETS
24" T51--"V" PAN
o u c r
SOLID PANELS SPANS FOR COMMERCIAL & PATIOS
2I �, 12" x 3 1/2" W PANEL
R=.11 /
jl�77' 1 s' 180"
.4
U 5' T BELOV)BLE��
ALUM. ALLOY 3004-H36 OR EQUAL
24" TRI-"W PAN
LUSL
PANEL-r
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
(IN.)
1O'-3"
10'-3"
10' 3-
10' 3'
10'-3"
'10' 3-
.018
9'-0"
B'$"
B'-7"
8'-1"
B'-2"
7'-5"
230'4
123"
ITY
12'-3"
12'-3"
.024
9-9"
"12'-3"
9-210
8-9
14'-3"
14'-3"
14'-3"
14'-3"
14'-3"
14' 3"
.032
12'-8"
12'-1"
12'-1"
11'-2"
11'-3"
10'$"
8'-4°
8'4"
8'4"
8'4•
8'4"
8'-4°
018
7'-9"
7'-5"
7'-5"
7'-2"
7'-2"
6'-10"
10._,"
10._,,
10,_,,
101_11
10,_1"
10._1"
20
.024
8'$'
8'4"
8'-5'
V-1"
8'-1'
T-9"
12.,"
12'_1"
12'_1"
12'_1"
12._,,
12_,"
.032
10'-9"
10'-3"
10_4
9'$"
9'-9"
7'-3"
7'-3'
7'-3"
T-3"
7'-3"
7'-3"
.018
7'$"
7'4"
7'4"
7'-1'
8'-9"
8'-9"
8'-9"
8'-9•
8'-9"
6'-9"
25
.024
8'$"
8'4"
8'-5"
8'-1"
8'-1"
T-9"
9 $.
9.$,
9.$,
9.$,
9,_8"
9,$,
032
10'$°
00'-2"
10'-2"
9'_7,
9'$"
9'-2"
6'-7"
6'-r
6'-7"
6'-7"
6'-7"
6'-7"
.018
7'-3"
7'-0"
7'-0"
6'-9"
6'-10"
6'-7"
8'-3"
8'-3•
8'-3"
8'-3•
8'-3"
8'-3"
30
.024
8'-3"
8'-0"
8'-0"
7'-9"
7'-9"
77 5"
9'-1"
9'-1"
9'-1'
9'-1"
9'-1"
9'-1"
F032
9'-10"
9'$"
9'$"
9'-1'
9'-2"
8'-10'
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE
ROOF LIVE/SNOW LOAD, psf
10
20
25
30
40
50
12'x3X2"xD.O20"
0.88
0.83
0.75
0.80
24"x2}2"xO.018"
0.85
0.80
0.65
0.65
-
-
24°x2}4"x0.024"
0.90
0.88
0.70
0.65
24"x2Y2"xO.032"
0.90
0.88
-
-
(1) MULTI -SPAN REDUCTION FACTORS ARE ONLY
APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN
IN TABLE 1 ABOVE.
NOTE: PANEL FASTENERS
ARE SHOWN IN TABLES 1,2 AND 3, SHEET 4
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
ALUM. ALLOY 3004-H36 OR EQUAL
12" x 3 1/2" W PANEL
LUSL
PANELT
(IN.)
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
EXP.B
EXP.0
EXP.B I
EXP.0
EXP.B
EXP.0
13._9,
, 3'_9,
, 3._9"
, 3'_9,
, 3'_9.
.020 (1)
12'-0'
11'-1•
11'-2"
10'-r
10'-r
9'-11"
15'-3"
15'3'
15'-�15�13"15'-3"
15'3"
.024
13'-2"
12'-7"
12'-0'
10
1 T-7"
1 T-7"
17'-7"
1 T-7"
ITT'
1 T T'
.032
16-6'
14'-9"
14'-9"
14'-0"
14'-1"
13'-3"
19'-r
19'-7'
19'-r
19'-7"
19'-7"
19, 7"
.040
IT 7'
16'$"
16'-9"
15'-9"
16'-0"
15'0"
11._3,
11._3"
„'_3,
1 V_3,
11._3,
,,._3"
.020 (1)
10'-1'
9'-6-9'$"
9.-T
9'-1"
8'$"
12'$'
12'$"
12'$•
12'$"
12'$"
12'$"
024
11'-2"
10'-9'
10'-9"
10'-3"
10'4'
9'-10"
20
14'$'
14'$"
14'$'
14'$"
14'$"
14'$"
.032
13'-3"
12'-9"
12'-9"
12'4
12-4
11'-7"
16'-3'
16'-3"
16'-3"
16'-3"
F040
15'-1"
14'-r
13'-8"
14'-1"
13'-2"
V6316'-3"
.020 (1)
9'-10•
912'-0"
12'-0"
12'-0"
12'-0"
12'-0"
024
11'-0'
10'-7"
10'$"
10'-2"
10'-3"
9'-9'
25
13'-2"
, 3'-2'
, 3'-2"
, 3'-2"
, 3'-2'
, 3'-2"
.032
13'-1"
12'-7"
12'$"
12'-2"
12'-3"
11'$"
14'-2'
14'-2"
14'-2"
14'-2"
14'-2"
,4•_2"
.040
15'-0"
144"
14'-2"
13'-r
13'$"
1"T-W
10'-6"
10'$•
10'-6"
10'$"
10'$"
10'$"
.020 (1)
9'-2"
8'-9"
8'-„"
6'-5"
8'-6"
8'-2'
11'-3"
11'-0"
11'-3"
1 V-3"
11'-3"
1 V 3"
02a
10'$°
10'-1"
10'-2"
9'-7"
9'-9"
30
12'$"
12'$"
12'$'
12'$"
12'$"
.032
12'$'
12'-1"
13'4"
13'4"
I T4"
13'4"
13'-4"
13'4"
.040
14'-2"
13'$"
13'$"
13'-0"
1 T-3"
9'-1•
9'-1"
9'-1"
9'-1"
.020 (1)
8'-1"
7'-10"
7'_10"
7'$"
10'-3"
10'-3"
10'-3"
10'-3"
.024
W'l
9'-1"
8'-10'
8'-10"
8'-r
40
11'4"
11'4"
1 V4"
11'4"
032
11'-0"
10'-7"
10'$"
10'-3"
12'-2•
12'-2"
12'_2,
12'_2"
,2'_2"
12•_2,
.040
12'$'
12
12'4"
12'-1"
12'-1•
11'$"
.020(1)
B-2"
8-2•
8 2°
8-2"
8-2"
6 2"
7._,,
7_1,
T_,,
6_,,,
6._,,,
6_9,
9'-2"
9'-2"
9'-2°
9'-2"
9' _2'
9'-2"
.02a
so
10'-7•
10'-r
10'-r
10'-r
10'-7'
10'-7'
.032
9'-5"
8'-11"
,,._3"
,,._3"
040
10'$"
10'4"
V O H O 1 O
110/120/130 MPH EXP. B & C
6" / 8" x 2 Y2" FLAT PAN
.09R (I.S.
.77•
-.45' (ALL UNMARKED RADII .06R)
-.70' 25'
.2B2• 2, " r38' T= (SEE TABLE BELOW
45 f
TYP.
192-1 .75' 192'
::]
.25'
.00•/8.00,
ALUM. ALLOY 3004-H36 OR EQUAL
8" x 2 }t)" FLAT PAN
6" x 2 Y2" FLAT PAN
LUSL
PANEL'P
(IN.)
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
LUSL
PANEL" r
(IN.)
110 MPH SPAN
12D MPH SPAN
130 MPH SPAN
EXP.B I
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
12'$"
12'$"
12'$"
12'$"
12'$"
12'$"
14'-7"
14'-T'
14'-T'
14'-7"
14'-7"
14'-r
020
.020
10'-10"
10'-1'
00'-3"
9'$"
9'-7"
9'-0"
12'$"
12'-0"
12'-0"
11.4
11_6
10'-9'
13'-r
13'-7"
13'-7'
13'-r
13'-r
13'_T`
5'-10"
5'-10'
5'-10"
5'-10'
5'-10"
5'-10"
.024
.024
10
12'-1"
1V4"
11'$"
ID"
10'-10"
10'-1"
10
14'-2"
13'-4
13'4"
12'$"
15'-7"
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'$"
12'-0"
16'-2"
15'$"
15'-9"
15'-0"
15'-1"
14'-3"
17'-r
ITT'
i T-7"
17'-7"
17'-7"
17'-7"
19'4
19'4"
19'4"
19'4"
19'4"
19'4"
040
.040
15'-7"
14'-10"
14'-1W
14'-1"
14'-2"
134
17'$"
16'-10
17'-0"
164
16'$"
16'-0"
10'-2"
10'-2•
10'-2"
10'-2"
10'-2"
1O'-2"
12'-1"
12'-1"
12'-1"
12'-1"
12'-1"
19'4•
.020
.020
9'-1'
8'-9"
8'-9'
8'4"
8'-6"
7'-11'
10'-10"
10'4"
10'-3"
9'-9"
9'-10"
9'-5"
1 V4"
11'4"
11'-4"
11'4"
11'4"
1 V4"
13'-3"
13'_3"
13'-3"
13'-3"
13'-3"
13'_3"
024
.024
20
10 -1"
9 $"
9 -9'
9 -3"
9 -5"
8 -11'
20
12'-2"
11'$"
11'$"
11'-2"
11'-3"
10'-7"
13'-0"
13'-0"
13'-0"
13'-0"
13'0"
13'-0"
15'$"
15'$"
15'$"
15'$"
15 -6"
15'$'
.032
.032
11'-10'
11'4'
11'$"
11'-0"
11'-0"
10'$"
14'-2"
13'-9"
13'-7"
13'-0"
13'-1"
12'$'
14'$"
14'$"
14'$"
14'$"
14'$"
14'$•
16'$'
16'$"
16'-8"
16'$"
16'$'
.040
.040
13'$"
12-10
13'-0"
22-4
12'$"
11'-10"
15'$"
15'-2"
15'-2"
14'-10
14,_JW
14._W
9'-9,
9'-9"
9' -9"
9'-9"
9'-9"
9'-9"
10'4"
10'4"
1O'4"
1O'4"
1014"
10'4"
.020
.020
8'-11"
8'$"
8'$"
8'-3"
8'-3"
T-10"
10'$"
10'-1"
10'-3"
9'-8"
9'-9"
9'4"
10'4"
10'4"
10'4"
1O'4"
IVA"
10'4"
ill 1"
ill I"
11'-1"
ill 1"
11'-1"
11'-1"
.024
.024
25
9'-11"
9'-7"
9'-7"
9' -2"
9'-3"
8'-10'
25
12'-0"
11'$"
11'-7"
10'-10
11'-0"
10'$•
11'4"
11'4'
11'4"
11'4"
11'4"
1V4'
12'-1"
12'-1'
12'-1"
12'-1"
12-1"
-1
.032 .032
.032
11'-10"
11'-3"
11'-3"
10'-9"
10'-10"
10'4"
14'-1"
13'-7"
13'$"
13'-1"
13'-2"
174"
12'-3"
12'-3"
1�2'-3'112'-3"
12'-3'
13'-1'
13'-1'
13'-1"
13'-1'
13'-1"
13'-1'
040
.04013-3
12'-9"
12'4"
11'-9"
15'4"
15'-I-
15'-1"
14'$"
14'-9"
14'-1"
9'-3"
9' 3'
9'-3"�'T-9'
9'-3"
9' 3"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9'
9'-9"
.020
.020
8 5'
8'-1"
8'-
T-10"
7'$'
9'-11"
9'-7"
9'-7"
9'-2"
9'4'
8'-11"
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'$"
9'-1"
9'-2"8'-11"
B'4"
30
11'4"
10' -9"
11'-0"
10'4"
10'$'
9'-11"
10, 9"
10, 9"
10, 9"
-9"
10, 9"
11'4"
11'4"
11'4"
11'4"
11'4"
11'4'
032
.032
11'-1"
10'$"
10'-9"10'4"
10--0"
13'-2"
12'$'
13'-0"
12'$"
12'-r
11'-10"
040
11'-7"
11'-7"
11'-7"
'-7"
W8'-4'8"-4'
11'-r
.040
1�12'-3"
12'-3"
12'-3'
12'-3"
12'-3"
12'-3"
12'-7"
12'-2"
12'-2"11'-9"
11'-3'
14'-9"
14'$'
14'-7"
14'-1"
14'-1"
13'-r
8'4"
8'4"
8'4,
'
8'4"
.020
9'-0"
9'-0"
9'-0"
9'-0"9'-0"
9 _0.020
T$"
T-6"
T$'7'-2"
6'-11"
9'-1"
B'-10"
8'-10"
8'-r
B'$"
.024
9-0"
9-0"
9-0"
9-0"
9-0"
9'-0"
.024
9'-6-9'$"
9'$•
91$•
9'$"
40
8'-3"
8'-0"
8'-1"
7'-10"
40
10'-2"
9'-10"
9'-10"
9'-7"
9'$"
9'-3"
.032
919.
9 9"
9.9,
9 9"
9.9,
9.9,
.032
12'-1"
12'-9"
12'-9"
12'-4"
12'$"
12'-1"
9'-10'
9'-10"
9'-7"
9'-r
9'-3"
10'-3"
10'-1"
10'-1"
9'-10"
9'-10"
9'-8"
.040
10 -7"
10 -7•
10,-7"
10 -7"
10 -7"
10 -7"
0
rl-
11'_2"
11'_2"
11'-2"
11'-2"
11'-2"
11,_2"
11'$"
11'-2"
11'-2"
10'$"
1O'-10"
10'-6"
13'-9"
13'4"
13'$"
13'-0"
13'-1"
12'-7"
.020
7 5"
7 -5"
7 -5'
7 -5"
7 -5"
7 -5"
.020
8 3"
8 -3-
8 3"
8 -3"
8-3-
8 3"
6'-5"
6'-5"
6.5,
6.3,
6'_3"
6'-1"
7'$"
7'-7"
7'$"
7'-5"
7'$"
7'-2"
.024
8 -3"
8 -3'
8 -3"
8 -3"
0248•9,
8'_9"
8'_9,
8•_9"
8•9••9"
.50
T-3'
7'-1"
7-0"
611
50
898r
8'-7'
8'-5"
8'4
W-1"
.032
W
9-1"
9-1"
9-1"
9-1°
9$'
9$"
9$"
9$"032
8'$'
8'-5"
8'4"
8'-3'
10'4
10-3'-3"''
040
9 9'
9'-9"
9 5"
9'-9'
9'-7"
9'-9'
9 2"
040
10'4•
10�'10'4"10'4"
11' 6"
11'$"
11'-2•
N I`
W (o
W LLI N coo
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Q a�
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�FESSIq>��
S 5885
OF CAOFC�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MARK
DATE
DESCRIPTION
4 STEL JOB 9 15-1071-1
DATE WY2015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI-V,
W-PANEL & FLAT PAN
SH-3
3 OF 50 SHEETS
o 1 o u o E o F o G o H o
MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER
FOR ATTACHED AND FREESTANDING SOLID COVERS
TABLE 1
TABLE 2
TABLE 3
(2) 2"x6 %2" AND
WALL HANGERS, 3"x8" AND
EXTRUDED AND 3"x8" WITH
6 %2" ROLL FORMED BEAMS
STEEL HEADERS,.
STEEL INSERT HEADERS
>
of
NUMBER OF N❑.14 TEK OR SMS SCREWS
NUMBER OF N❑.14 TEK OR SMS SCREWS
NUMBER OF N❑A4 TEK OR SMS SCREWS
PER FOOT OF BEAM LENGTH
F
PER FOOT OF WALL HANGER AND BEAM L.ENI
H PER FOOT OF BEAM LENGTH
m�
m§
of
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. BI
EXP. C
EXP, B
EXP. C
EXP, B
EXP. C
EXP, B
EXP. C
EXP, B
EXP. C
EXP, B
EXP. C
~
~
I-
5
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
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
2
2
2
7'
1
1
1
2
2
7'
1
1 .1
1
1
1
1
2
2
2
3
3
3
2
2
2
2
2
.2 2
1
1
1
1
2
8
2
2
2
2
2
8'
1
1
2
2
2
2
8'
1
1
1
1
1
1
2
2
2
3
3
3
2
2
2
2
3
3
1
1
1
2
1
2
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
31
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
2
2
2
3
11'
2
2
2
2
2
3
11�
1
1
1
1
1
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
12'
1
1
1
1
1
2
3
3
3
4
4
5
2
3
3
3
2
4
2
2
2
2
2
2
13
2
2
2
3
3
3
13
2
2
2
3
3
3
13 ,
1
1
—2
1
2
3
4
4
4
4
5
2
3
3
3
3
4
2
2
—1
—1--2
2
2
FOOTNOTE: "SAMPLE"
FIGURE INDICATES ATTACHED -a
FIGURE IN FREESTANDING
If
204 ti
W N o
Z w m c)
Z O U rn
LL
W a�
wLLJ �
w w"
M
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�fEss ic�w
S 5885
OF CAl
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK
DATE
DESCRIMM
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
I
O
2
0
3
0
a
1
A o G o u o t o r o H o 1 o
RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C
LUSL
"T"
�IN)
ZZ
aZ
ranzo
3" x 8" RAFTER
ZZ
a�
uaioo
2" X 6 1/2" RAFTER
ZZ
aW
v�ioo
DBL. 2" x 6 1/2" RAFTER
110 MPH
120 MPH
130 MPH
LUSL
"�
(IN
110 MPH
120 MPH
130 MPH
LUSL
"T"
�IN�
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 I
EXP.0
EXP. B
EXP.0
EXP. B I 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"
10
024
16"
16'-0"
14'-2"
15'-10"
14'-2"
16'-0"
14'-2"
15'-0"
14'-2"
15'-9"
14'-2"
13'-8"
13'-9"
10
024
16"
22'-6"
19'-10"
22'-4"
19'-10"
22'-6"
19'-10"
21'-1"
19'-10"
22'-2"
19'-10"
19'-2"
19'�4"
24"
24'-2"
21'-6"
24'-1"
21'-6"
24'-2"
21'-6"
23'-6"
21'-6"
24'-0"
21'-6"
V22'-9"
24"
13'-1"
11'-7"
13'-0"
11'-7"
13'-1"
11'-7"
12'-3"
11'-7"
12'-10"
�11'-7"
11'-2"
11'-3"
24"
18'-4"
16'-3"
18'-3"
16'-3"
18'-4"
16'-3"
17'-3"
16'-3"
18'-2"
16'-3"
15'-B"
5'-10"
20
.042
16"
23'-0"
21'-10"
23'-0"
10"
23'-0"
21'-10"
23'-0"
21'-10"
23'-0"
21'-10"
21'-10"
.032
16"
20'-3"
18'-0"
20'-2"
18'-0"
20'-3"
18,-0"
19'-8"
18'-0"
20'-1"
18'-0"
18'-2"
17'-7"
.032
16"
28'-7"
25'-3"
28'-6"
25'-3"
28'-7"
27'-9"
28'-3"
25'-7"
24"
18'-9"
18'-9"
17'-10"
18'-9"
17'-10"
18'-9"
17'-10"
18'-9"
17'-10"
18'-9"
1 T-10"
24"
16'-7"
14'-8"
16'-6"
14'-8"
16'-7"
14' 8"
16'-1"
14'-8"
16'-4"
14'-8"
14'-10"
14'-4"
24"
23'-4"
20'-8"
23'-3"
20'-8"
23'-4"
20'-8"
22'-8"
20'-8"
23'-1"
20'-8"
20'-10"
20'-2"
25
.042
16"
19'-8"
21'-6"
19'-8"
21'-6"
19'-8"
21'-6"
19'-8"
21'-2"
19'-8"
21'-3"
19'-8"
20'-8"
042
16„
24'-6"
21'-9"
24'4"
21'-9"
24'-6"
21'-9"
23'-9"
21'-9"
24'-3"
21'-9"
23'-2"
21'-2"
042
16"
34'-7"
30'-8"
34'-4"
30'-8"
34'-7"
30'-8"
33'-7"
30'-8"
34'-2"
30'-8"
32'-8"
29'-10"
24"
16'-1"
17'-7"
16'-1"
17'-7"
16'-1"
17'-7"
16'-1"
17'�"
16'-1"
17'-6"
16'-V'
16'-10"
24"
20'-1"
17'-9"
20'-0"
17'-9"
20'-1"
17'-9"
19'-6"
17'-9"
19'-9"
17'-9"
19'-0"
17'-3"
24"28'-2"
25'-1"
28'-1"
25'-1"
28'-2"
25'-1"
27'4"
25'-1"
27'-10"
25'-1"
26'-8"
24'�"
30
.042
16"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
19'-1"
18'-1"
19'-1"
20
024
16„
12' 4"
11'-9"
12'-4"
11'-9"
12'-4"
11'-9"
12' 4"
11'-9"
12'-4"
11'-9"
12'-4"
11'-9"
20
024
16"
17'�"
16'-7"
17'�"
16'-7"
17'-4"
16'-7"
17'-4"
16'-7"
17'�"
16'-7"
17'-3"
16'-7"
24"
13'-9"
15'-7"
13'-9"
15'-7"
13'-9"
15'-7"
13'-9"
15'-7"
13'-9"
15'-7"
13'-9"
15'-7"
24"
10'-2"
9'-8"
10'-2"
9'-8"
10'-2"
9'-8"
10'-2"
9'-8"
10'-2"
9'-8"
10'-1"
9'-8"
24"
14'-2"
13'-7"
14'-2"
13'-7"
14'-2"
13'-7"
14'-2"
13'-7"
14'-2"
13'-7"
14'-2"
13'-7"
40
.042
16"
15'-10"
16'-8"
5'-10"
16'-8"
15'-10"
16'-8"
15'-10"
16'-8"
15'-10"
16'-8"
15'-10"
16'-8"
.032
16„
15'-8'
15'-0"
15'-8"
15'-0"
15'-8"
15'-0"
15'-8"
15'-0"
15'-8"
15'-0"
15'-8"
15'-0"
.032
16"
22'-1"
21'-1"
22'-1"
21'-1"
22'-1"
21'-1"
22'-1"
21'
22'-1"
22'1"
24"
12'-1"
12'-1"
13'-8"
12'-1"
13'-8"
12'-1"
13'-8"
12'-1"
13'-8"
12'-1"
13'-8"
24"
12'-10"
12'-10"
12'-10"
12'-10"
12'-10"
12'-9"
24„
18'-1"
17'-3"
18'-1"
18'-1"
18'-1"
18'-1"
18'-0"
50
.042
16"
13'-4"
15'-0"
13'-4"
15'-0"
13'-4"
15'-0"
13'-4"
15'-0"
13'-4"
15'-0"
13'-4"
15'-0"
042
16"
19'-0"
18'-1"
19'-0"
18'-1"
19'-0"
18'-1"
19'-0"
18'-1"
19'-0"
18'-1"
18'-10"
18'-1"
042r2421'-10"
16"
26'-8"
25'-6"
26'-8"
25'-6"
26'-8"
25' 6"
26'-8"
25'-6"
26'-8"
25'-6"
26'-7"
'-6" 25
24"
10'-3"
11'-2"
10'-3"
11'-2"
10'-3"
11'-2"
10'-3"
11'-2"
10'-3"
11'-2"
10'-3"
11'-2"
24"'
15'-6"
14'-9"
15'-6"
14'-9"
15'-6"
14'-9"
15'-6"
14'4'
15'-6"
14'-9"
15'-6"
14'-9"
20'-10"
21'-10"
20-10"
21'-10"
20'-10"
21'-10"
20'-10"
21'-10"
20'-10"
21'-9"
20'-10"
NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT
32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED.
024
16"
10'-7"
11'-7"
10'-7"
11'-7"
10'-7"
11'-7"
10'-7"
11'-6"
10'-7"
11'-6"
10'-7"
11'-2"
024
16"
15'-10"
16'-3"
15'-10"
16'-3"
16-10"
16'-3"
15'-10"
16'-1"
15'-10"
16'-2"
16-10"*
15'-8"
24"
8'-1"
9'-6"
8'-1"
9'-6"
8'-1"
9'-6"
8'-1"
9'-6"
8'-1"
9'-6"
8'-1"
9'-2"
24„
13'-4"
9'-3"
13'-4"
9'-3"
13'-4"
9'-3"
13'-2"
9'-3"
13'-3"
9'-3"
12'-9"
9'-3"
25
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"
25
032
16"
20'-2"
20'-9"
20'-2"
20'-9"
20'-2"
20'-9"
20'-2"
20'-6"
20'-2"
20'-7"
20'-2"
19'-10'
24"
11'-1"
11'-1"
11'-1"
11'-1"
11'-1"
11'-1"
24„
16'-7"
16'-7"
16'-7"
16'-7"
16'-7"
16'-7"
12'-1"
12'-1"
12'-1"
11'-10"
12'-W
11'-7"
17'-0"
17'-0"
17'-0"
16'-8"
16'-9"
16-3"
042
16"
17'-4"
17'-9"
17'-4"
17'-9"
17'-4"
17'-9"
17'4"
17'-7"
17'-4"
17'-8"
17'-h"
17'-1"
042
16"
24'-6"
25'-1"
24'-6"
25'-1"
24'-6"
25'-1"
24'-0"
25'-1"
24'-6"
25'-1"
24'-6"
25'-1"
24"
13'-3"
14'-7"
13'-3"
14'-7"
13'-3"
14'-7"
13'-3"
1lv
13'-3"
14'-6"
13'-3"
14'-0"
24„
20'-0"
20'-6"
20'-O"
20' 6"
20'-0"
20'-6"
20'-0"
20'-6"
20'-0"
20'-6"
20'-0"
20'-6"
0.042'
TYP.
83,
024' 6.
.024' 6.
.032
.042 '
.042'
MAX.�.O'—I
* 3"x8" RAFTER
* 2"x6.5" RAFTER
* DBL. 2"x6.5" RAFTERS
ALUM. ALLOY 004-1-136 OR I ALUM. ALLOY OR EQUAL EQUAL
I ALUM. ALLOOU 004H36 OR
EQUAL
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
ti
204
W 0
M
2 wm�
ZO U
rn
u�w�
LLI Lli ch
coo U rn
Z �
0)
\' rn
Igyq�
�9Q�fESS
o
S 588.5
OF CAL \F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
KkW
DATE
DESCRIPTION
4 STEL JOB R 15.1071.1
DATE 313l2015
DRAWN BY MAP
CHECKED DKR
MINIMUM FASTENERS
SH-5
5 OF 50 SHEETS
V u o t o F 0 G 0 H 0 1 0
RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C
of
z W
Q�
�oz
2" X 6 1/2" RAFTER
z W
ate.
�o
DBL. 2" x 6 1/2" RAFTER
LUSL
T"
(IN.)
110 MPH
120 MPH
130 MPH
LUSL
"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"
9'-9"
10'-3"
9'-9"
10'-3"
9'-9"
10'-3"
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"
14'1
14'-8"
14'-0"
14'-8"
24"
T-6"
T-6"
T-6"
T-6"
T-6"
7'-6"
24"
11'-2"
11'-2"
11'-2"
11'-2"
11'-10
11'-2"
11'-10'
11'-2"
11'-10"
30
032
16"
12'-6"
12'-6"
12'-6"
12'-6"
12'-6"
12'-6"
13'-1"
30
032
16"
18'-7"
18'-4"
18'-7"
18'-4"
18'-7"
18'-4"
18'-7"
18'-7"
18'-7"
24"
10'-2"
10'-2"
-8"
10'-2"
10'$"
10'-2"
10'-8"
10'-2"
10'-8"
10'-2"
10'-8"
24"
15'-3"
15'-1"
15'-3"
15'-1"
15'-3"
15'-1"
15'-3"
15'-1"
15'-3"
15'-1"
15'-3"
15'-1"
042r24
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"
22'-2"
22'-7"
22'-2"
22'-7"
22'-2"
22'-7"
22'-2"
22'-7"
22'-2"
22'-7"
22'-2"
12'-3"
12'-10
12'-3"
12'-10
12'-3"
12'-10
12'-3"
12'-10
12'-3"
12'-10'
12'-3"
12'-10
24"
18'-6"
18'-2"
18'-6"
18'-2"
18'-6"
18'-2"
18'-6"
18'-2"
18'-6"
18'-2"
18'-6"
18'-2"
.024
16"
8'-0"
8'-0"
8'-0"
8'-0"
-0 8'"
8'-0"
024
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"
7'-2"
6'-2"
T-2"
6'-2"
7'-2"
6'-2"
7'-2"
6'-2"
7'-2"
6'-2"
7'-2"
24"
9'-10"
10'-4"
9'-10"
10'::
9'-10"
10'-4"
9'-10"
10'�"
9'-10"
10'-4"
9'-10"
10'-4"
40
.032
16"
10'-10"
10'-10"
'-6" 11
10'-10"
11'-6"
10'-10"
11'-6"
10'-10"
11'-6"
10'-10"
11'-6"
40
.032
16"
16'-4"
16'-1"
16'-4"
16'-1"
16'-4"
16'-1"
16'-4"
'-1" 16
16'-4"
16'-1"
16'-4"
'-1" 66
24"
8'-3"
8'-3"
8'-3"
8'-3"
8'-3"
8'-3"
24"
12'-6"
12'-6"
12'-6"
12'-6"
12'-6"
12'-6"
9'�"
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"
13'-9"
042
16"
19'-9"
19'_"
19'-9"
19'-4"
19'-9"
19'4"
19'-9"
19'�"
19'�"
19'-4"
24"
10'-9"
11'-3"
10'-9"
11'-3"
10'-9"
11'-3"
10'-9"
11'-3"
10'-9"
11'-3"
10'-9"
11'-3"
24"
16'-2"
15'-10'
16'-2"
15'-10'
16'-2"
15'-10
16'-2"
15'-10
16'-2"
15'-10'
16'-2"
15-10"
.024
16"
7 -3"
T-3"
-2"
T-3"
8'-2"
7'-3"
8'-2"
T-3"
8'-2"
T-3"
8'-2"
024
16"
10'-10"
11'-4"
10'-10"
11'-4"
10'-10"
11'-4"
10'-10"
11'-4"
10'-10"
10'-10"
24"
5'-2"
5'-9"
5'-2"
5'-9"
T-2"
5'-9"
5'-2"
5'-9"
5'-2"
5'-9"
5'-2"
5'-9"
24"
8'-3"
9' 4"
8'-3"
9'�"
8'-3"
9' 4"
8'-3"
9'�"
8'-3"
9'-4"
8'-3"
9'�"
50
.032
16"
9'-9"
10'-3"
9'-9"
10'-3"
9'-9"
10'-3"
9'-9"
10'-3"
9'-9"
10'-3"
9'-91,
10'-3"
50
.032
16"
14'-8"
14' 6"
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14'-6"
24"
7 -0"
8'-4"
T-0"
8'-4"
T-0"
8'-4"
T-0"
8'-4"
T-0"
8'-4"
T-0"
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"
11'-9"
11'-9"
11'-9"
042
16"
17'-9"
17'-9"
17'-6"
17'-9"
17'-6"
17'-9"
17'-6"
17'-9"
17'-6"
17'-9"
17'-6"
24"
9'-0"
10'-2"
9'-0"
10'-2"
9'-0"
10'-2"
9'-0"
10'-2"
9'-0"
10'-2"
9'-0"
10'-2"
24"
13'-7"
14'-3"
13'-7"
14'-3"
13'-7"
14'-3"
13'-7"
14'-3"
13'-7"
14'-3"
13'-7"
14'-3"
024'
6.
'
.024'
6.
,
032
.032'
.042,
.042'
I-- 2.0._[—MAX
__".0'--I
* 2"x6.5" RAFTER
* DBL. 2"x6.5" RAFTERS
ALUM. ALLOY 30D4-H36
ALUM. ALLOY 3004-H36 OR
OR EQUAL
EQUAL
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
Ll
2 I�
W �
4 co
�
2 w a'cco
")
ZO U rn
W Q �
uU)w�
w W M
M
o U rn
Z co
M
cQ
m
FESS I(
S 5885
OF CAOF�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK
I DATE
DESCFtPMN
4 STEL JOB # 15-1071-1
DATE 3/32015
DRAWN BY MAP
CHECKED DKR
RAFTER SPANS FOR
OPEN LATTICE
COMMERCIAL & PATIOS
SH-6
6 OF 50 SHEETS
1
0
2
O
3 -
0
4
o
5
0
6
0
A n
o C o D o t o r
HEADER BEAM TYPES
GUTTER
EXT. CLIP
SPLIC
WHEF
SPLICE
OCCUF
WHERE p
)CCURS I
0.075' 1 j 3.3'
.0
TYP. I.
6.5" ROLLFORM
GUTTER FASCIA MAG BEAM
A ALUM.ALLOY B ALUM.ALLOY
3004-H36 6063-T6
DBL. 2"x6.5"0.042"
�J ALUM. ALLOY 3004-H36
OR EQUAL
(',')DBL. Zx155' 0.032"
ALUM. ALLOY 3004-H36
OR EQUAL
DBL. 3"x8x0.042" BEAM
O V1l/ DBL. 14 GA. STL. INSERT
ALUM. ALLOY 3004-H36
OR EQUAL
DBL. 3"x8"0.042" BEAM
W/ DBL. 12 GA. STL. IN
PSERT
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.
K 3"x8"x0.042" BEAM
ALUM. ALLOY 3004-H36
OR EQUAL
�,
.032' 3.0
ALUM !
B 3" SQ. ALUM POST
ALUM. ALLOY 3004-H36
HEIGHT LIMITED TO
10'-0" MAXIMUM.
Q_RBL -3"x8"x0.042"BEAM
AUM. ALLOY 3004-H36_
OR EQUAL
C 3" SQ. ALUM. POST
ALUM. ALLOY 3004-H36
3" SQ. STEEL POST
F ASTM A653 GRADE 50 CP60
SPLICE WHERE T=12 GA I INSERT T=0.125'
ASTMA653SS WHERE ALUM.
OCCURS GRADE 50 G60 3.O' OCCURS ALLOY
\�I 6061T6
.032' 4. ALUM. 6.6[6' 7
0.110,
I TYP.
TYP.
4" I -BEAM I �r,1 4.5" MAG
M. GUTTER
ALUALLOY L! ALUM. ALLOY
6063-T6 6063-T6
3" SQ.0.032" ALUM. BEAM
W/ 12 GA. STL. "U" CHANNEL
E
ASTM A653 SS GRADE 50 G60
rl
3"x8"0.042" BEAM
M W/ 14 GA. STL. INSERT
ASTM A653 GRADE 50 G60
3"x8"x0.042" BEAM
N W/ 12 GA. STL. INSERT
ASTM 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
0.024'
0.032'
0.0424
'LASTIC-
PLUGS
#10 SMS
E 24. 0. .
EA. SIDE
3" SQ. ALUM. POST
_rWITH SIDEPLATES
ALUM. ALLOY 3004-H36
OR EQUAL
F 7" I -BEAM
ALUM. ALLOY 6063-T6
G W/ 1 "C" INSERT
ALUM. ALLOY 6063-T6
H 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
EACH INTERIOR COLUMN WHERE 3
OR MORE COLUMS OCCUR. DO NOT
CUT FLANGES AT END COLUMNS.
0.075' 3. ,
TYP,
E MAG POST
ALUM_
6063-T6
=3"SQ.xt=0.188"
=3"SQ.xt=0.250"
IH
=3"SQ.xt=0.313"
=4"SQ.xt=0.188"
=4"SQ.xt=0.250"
SQ. STEEL POST
ASTM A500 GRADE B
2
4-1�
W U) N M
LLJOU�
'Z
u
W aF
U) LLI
LLI LLI M
cr)ch
o rn
Z co
�Q M
rn
Q�FESS 1(��
o S 5885
OF CpA �FC�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AW APPROVAL
REVISIONS
MIRK
114TE
DESCRIPTION
4 STEL JOB # 15-1071-1
DATE 1312015
DRAWN BY MAP
CHECKED DKR
HEADER BEAM TYPES,
COLUMN / POST TYPES
SH-7
7 OF 50 SHEETS
I
0
2
0
3
0
4
5
6
0
7
0
8
t o F o G o H o 1 0
EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS
A34 FRAMING ANGLE NOTE: WHERE COVER CONSTRUCTION INCLUDES
DETAIL A OR B, SITE -SPECIFIC ENGINEERING IS
SEE TABLE 2 REQUIRED TO VERIFY ADEQUACY OF THE EXISTING
FASTENERS, SEE TABLE 3 STUD WALL FRAMING WHERE ONE OR MORE OF THE
FOLLOWING CONDITIONS OCCUR:
R F OR
DESIGN
(E) WALL
COVER
LOADS
OPENING
PROJECTION
10, 20 psf
> 8'
> 18'
30,40&50psf
>6'
>14'
(OPTIONAL)
3/16" STEEL
NOTE, BRACKET CAN BE
8"
0
1/4"0 HOLES,TYP.
LOCATED ANYWHERE ON EAVE.
O
NOTE: PROVIDE WATER
B c
0
TYP.
AT EVERY 2x
CAUOCKCKET TECTIONJONT AN SLOMETAL PEHING
TO DRAIN
EXT.HANGER 0
CHANNEL, 2X OR 3X
EXISTING EAVE ALLOWABLE PROJ. TO BEAM
RAFTER BRACKET LEDGER OR WALL HANGER OVERHANG SEE TABLE 1
WITH FASTENERS 1 114" 24" M 2x6 OR 2x8 LEDGER
PER TABLES 3 &JMIN
ALUM. PANEL 2X OR EXIST. RAFTERS AT 2x WOOD STUD OR
3x ALUM. RAFTER 24. O.C. AT ROOF V CONCRETE WALL RAFTER
EXIST. FASCIA BOARD OVERHANG (3)-# 4x3 1/2" W.
2X FULL DEPTH 3
ALLOWABLE PROJ. EXISTING EAV WOOD SCAB,1' TO BEAM OVERHANGla WHERE OCCURS, NOTES PLACE 'SIKA FLEX' DR SIMILAR SEE TABLE 1 (24" MAX.) SEE TABLE 2 MATERIAL BETWEEN BRACKET AND NOTE: BRACKET MAY BE
COMP. SHINGLE ROOFING TO PROVIDE MOUNTED BELOW RAFTER
A EAVE CONNECTION Q WALL CONNECTION SEAL W/ SAME CONNECTION'S.
L EXISTING ROOF OVERHANG DESIGN LOADS NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2"x6' (AT 2"xsY' ALTERNATE EAVE CONNECTION
RDL = 3 psf (MIN) TO 8 psf (MAX) RLL = 20, 25, MINIMUM RAFTERS), NOMINAL 2"x6" (AT 3•x8• MINIMUM RAFTERS) �C'J NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS
30, 40, & 50 psf OR KILN -DRY WOOD -FILLED 2•x6 Y2' OR 3•x8" ALUMINUM SECTIONS. WITH A 10 psf MAXIMUM DESIGN LOAD.
2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS
TABLE 1
TABLE 2 TYPE AND NUMBER OF FASTENERS REQUIRED AT ROOF PANEL
OR RAFTER CONNECTED TO EXISTING ROOF OVERHANG
TABLE 4 a,b ANCHORS INSTALLED
INTO CONCRETE WALLS
WITH 6-INCH MIN.THICKNESS
COVER
LUSL
EXISTING
FRAMING MEMBER
AT ROOF
OVERHANG
MAXIMUM PROJECTION
(A) - SIMPS❑N A34 FRAMING ANCHOR USING SD9112 SCREWS
(B) - (2) SIMPS❑N A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL
DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL
COVER
LUSL
NUMBER AND TYPE
OF FASTENERS
WIND SPEED (MPH) AND EXPOSURE
110, B
110, C
120, B
120, C
130, B
130, C
10
2
S ATS48 D.CIMPSON . (a,b)
10
2" x 4" FULL
26'-0"
26'-0"
26'-0"
25'-2"
25'-4"
20'-7"
}
a=
10 PSF L.L.
20 PSF L.L.
25 PSF S.L.
30 PSF S.L.
40 PSF S.L.
50 PSF S.L.
2" x 6" NOTCHED
26'-0"
26'-0"
26'-0"
25'-7"
25'-4"
21'-2"
I- I-
m 3
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)
20
yz• 0 SIMPSON STRONG -BOLT 2
SS AT 48' D.C. (a,b)
2"x6" FULL OR
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
110
120
130
110
120
130
110
120
130
110
120
130
110
120
130
110
120
130
2"x8" FULL OR
2"x10" NOTCHED
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)
25
IV 0
S ATSI BPSaNC S� RbNG-BOLT 2
6'
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(B)
(B)
(B)
ZO
2" x 4" FULL
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)
30
S ATS36 SD C.si Rb) G-BOLT 2
2" x 6" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
2"x6" FULL OR
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
8'
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A),
. (A)
(A)
(A)
(B)
(B)
(B)
(B)
(B)
(B)
9'
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(A)
(B)
(B)
(B)
(B)
(B)
(B)
40
W 0 SIMPSON STRONG -BOLT 2
SS AT 36' D.C. (a,b)
2"x8" FULL OR
2"x10" NOTCHED
26-0"
26'-0"
26'4"
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)
2" x 4" FULL
26'-0"
26'-0"
26-0"
25'-2"
25'4"
20'-7�'V'(A)
(A)
(A)
(A)
(A)
(A)
(B)
(B)
(B)
(B)
(B)
(B)
(B)
(B)
(B)
(B)
(B)
(B)
50
. 0 SIMPS❑N STRONG-B❑LT 2
SS AT 24' D.C. (a,b)
2" x 6" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0
(A)
(A)
(A)
(A)
(A)
(B)
(B)
(B)
(B)
(B)
(B)
(B)
(B)
(B)
(B)
(B)
(B)
25
2"x6„ FULL OR
2"x8 NOTCHED
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
FOOTNOTES TO TABLES 3 & 4:
a, EMBED ANCHOR 3' MINIMUM
INTO 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 R❑❑F PANEL RAIL
OCCURS, USE Y2' DIAMETER
LAG SCREW IN LIEU OF (2)
�4 DIAMETER LAG SCREWS.
2"x8" FULL OR
2"x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
30
2" x 4" FULL
16'-0"
16'-0"
16'-0"
16'-0"
16'-0"
16'-0"
(C) - (2) A' DIAMETER LAG SCEWS
CD) - DIAMETER LAG SCREW
(E) - �'4 DIAMETER LAG SCREW
2" x 6" NOTCHED
10'-10"
10'-10"
10'-10"
9'-2"
9'-3"
-
2"x6" FULL OR
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'4-
}
10 PSF L.L.
20 PSF L.L.
25 PSF S.L.
30 PSF S.L.
40 PSF S.L.
50 PSF S.L.
2"x8" FULL OR
2"x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
I-
m 3
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)
40
2" x 4" FULL
11'-7"
11'-7"
1 V-7"
11'-7"
11'-7"FU-6"
110
120
130
110
120
130
110
120
130
110
120
130
110
120
130
110
120
130
2" x 6" NOTCHED
15'-6"
15'-6"
15'-6"
15'-6"
15'-6"
2"x6" FULL OR
2"x8" NOTCHED
19'-6"
19' 6"
19' s"
19'-6"
19'-6"
5'
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(D)
(D)
(D)
(D)
(D)
(D)
6'
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
2"x8" FULL CH
2"x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
T
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
50
2" x 4" FULL
8'-11"
8'-11"
8'-11"
8'-11"
8'-11"
8'-11"
8'
(C)
(C)
(C)
(C)
(C)
(C)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(E)
(E)
(E)
2" x 6" NOTCHED
12'-1"
12'-1"
12'-1"
12'-1"
12'-1"
12'-1"
9'
(C)
(C)
(C)
(C)
(C)
(C)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(E)
(E)
(E)
2"x6" FULL OR
2"x8" NOTCHED
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
15'-Y
10'
(C)
(C)
(C)
(C)
(C)
(C)
(D)
(D)
(D)
(D)
(D)
(D)
(E)
(E)
(E)
(E)
(E)
(E)
1V
(C)
(C)
(C)
(C)
(C)
(C)
(D)
(D)
(D)
(D)
(D)
(D)
(E)
(E)
(E)
(E)
(E)
(E)
2"x8" FULL OR
2"x10" NOTCHED
20'-9"
20'-9"
20'-9"
20'-9"
20'-9"
20'-9"
12'
(C)
(C)
(C)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(E)
(E)
(E)
(E)
(E)
(E)
Ll Ch
I`
204
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK
DATE
DESCRPRDN
4 STEL JOB 4 15-1071-1
DATE 3/3/2015
DRAWN BY MAP
CHECKED DKR
EXISTING EAVE
CONNECTION DETAILS
SH-8
8 OF 50 SHEETS
ALUM. 3004-H36
_1.50�
FASTENERS
SHEET 8
SEE TABLE 3
HANGER CHANNELS AND MOUNTING BRACKETS
2.74U"
FASTENERS, 078
iROOF
ABLE 3 SHEET 8 300'
.63 ' T=.060"
25•R .05 FASTENERS
S, SEE TABLE 3 SHEET 8
4
.20 5'
J
Q CONTINUOUS A- RAIL
PANEL ?i (WHERE OCCURS)
0
■
FASTENERS,
SEE TABLE 3, SHEET 4
■
T= - --- - -
I I -r1--- ""'M FASTENERS, 1'L ALUM.ALLOY 1 - FASTENERS,
��� ALOY SEE SHEET 4 1
175" 6063-T6 1.880" SEE TABLE 3, SHEET 4
ALUM.ALLOY
6063-T063-T6 ALUM.ALLOY
6063-T6 1t 6063-T6
OROHANGERED O EXTRUDED HANGER/ CONNECTION OC I.R. HANGER H BRACKET
NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf
MAXIMUM. SITE -SPECIFIC ENGINEERING REQUIRED
AT ROOF LOADS EXCEEDING 30 psf.
0
(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
/ BEAM SPLICE TO
#14 SIDS,
40#,50# L.L.=(4)#14 SMS EA. SIDE
L OCCUR DIRECTLY OVER 5/8" 0 PLASTIC
3 PER SIDE
I
POST. NOT PERMITTED PLUG WHERE
J
1'
3/4" OR 1 1/2"
6 SCREWS
@ 2-POST UNITS
i SCREW IS INSIDE
Q
f
PER SIDE
I
2" x 6 1/2" OR
5"
.5" #14 SMS MAY
BE USE AS
0
5" MIN. 3" x 8" ALUM.
3.5"
ALTERNATE TO
~3.5"U)
RAFTER
1/4"0 BOLTS
A
_-_3/4"
P5'
3"x8" ALUM.
OR 1 1/2
8" BEAM
X
1,
HEADER
U-BRACKET
1❑ OR ❑2
til
EXISTING WOOD STUD FRAMING
SEE NOTES
3"x8" ALUM.
E)STUCCO
BELOW
1 6 1/2" SIDEPLATE EA.
2 (E) STUCCO
RAFTER
x 3-1/2" LAG SCREWS L.L=10 psf
I SIDE SEE POST SCHED.
0 x 3-1/2" LAG SCREWS L.L =20, 25 and 30 psf
#14 SMS EA. SIDE ... ��k
PENETRATION BRACKET
2 EACH 5/8"0 x 3-1/2" LAG SCREWS L.L.=40 and 50 psf
TOP, MID HEIGHT
NOTE: LENGTH OF LAG SCREW SHALL PROVIDE
(2" MIN. PENETRATION INTO EXISTING WOOD STUD)
AND BOTTOM.
3"SQ. POST BETWEEN SIDE PLATES
THREADED PORTION OF SHANK COMPLETE
NOTE: USE LEDGER WHERE RAFTER SPACING
PENETRATION INTO EXISTING CORNER STUD.
EXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 8.
SEE LATERAL FORCE RESISTING SYSTEM, SHEET 11
HEADER BRACKET 2
RAFTER TO STUD WALL CONNECTION 3
BEAM TO POST CONNECTION 08
1 1/2" OR 2"LATTICE
ALTERNATE 112" DOUBLE RAFTER -
BOLT CONNECTIO PLAN 2
ALTERNATE:
4414 S.M.S. EACH
RAFTER TO COL.
CONNECT. (8-TOT.)
1'
4.5' O 6'
r
Wx 3"STL.POST (24") 0 ALTERNATE:
INSERT ATTACHED OR (2)-2x6.5" OR
3"x 3"STL.POST COLUMN (2)-3"x8"HEADER
FOR FREESTANDING
(2)-1/2"BOLT
2"x 6.5" SIDEFLATE
I DBL. RAFTER / DBL. HEADER CONN. 4O
#8 S.M.S. EACH SIDE
LATTICE 1 1/2" OR 2"
2"x6.5" OR 3"x8" RAFTER
ALTERNATE: 1/2" BOLT
ALTERNATE:
(2} #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION
(4-TOTAL)
ALTERNATE:
(2)- 2x6.5" OR (2}3"x8" HEADER
ALTERNATE:
3"x3"x0.024" (1) - 1/2" BOLT OR
CONNECTOR (2)- #14 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN. O5
^ EXISTING
ALUMINUM MEMBER WITH
WOOD FILL OR
NOMINAL LEDGER
(NEW OR EXISTING)
SEE NOTE, DETAIL B,
SHEET 8
FASTNERS, SEE TABLE 3,
SHEET 8
STING
fUCCO OR EQUAL
-•- .VOOD STUD
EXIST. STUCCO / LEDGER O ATTACHMENT DETAIL
DBL. 3'xB'x0.042 BEAM
OR DBL. 2'x6.5'x0.032'/0.042'
BEAM I
0 ACCESS
HOLES
3' SQ. POST INSTALL 6 — #14
X %'
LONG SDS 2 EACH
HEADER TO
COLUMN
(12 FASTENERS
PER
DOUBLE HEADER 7
COLUMN DETAIL
it
2 ti
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
DOTE
DESCRFnON
rKllll
4 STEL JOB # 15.1071.1
DATE 3/312015
DRAWN BY MAP
CHECKED DKR
HANGER CHANNELS AND
MOUNTING BRACKETS
SH-9
9OF50SHEETS
1
0
2
0
3
a
4
5
0
6
7
0
8
POST
u b o F o G o H e 1 o J
COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS
TABLE 1 TABLE 2
ATTACHED ONLY ATTACHED AND STEEL POST ONLY:
T BRACKET@3"SQ.POST ' FOOTING & ANCHOR BOLTS FREESTANDING USE POST TYPE
W/ (4)#14 SMS EA SIDE OF POST I F. G, H, I, J OR K
OR 1/2" M.B. THROUGH POST ALUM."T"BRACKET USE WITH SINGLE POSTS CUBEALTERNATE
SS zE E R1N DATPE F G.
UBE FTG.
POST POST TYPE B,C,D, OR E.
FOOTING SIZE EMBED.
STEEL '-r BRACKET OR 9" SQ. BOLTS 18" 18" SO.
�� 12" 1/2 DEPTH OF I
BASE PLATE USE WITH 1r-22-CUBED (1) (2}31870 1 7/8• 20' 21- SO �--{2= FOOTING OR I I
POST TYPE B,C,D,E,F,G,H,J OR K. 12" MIN EMBD I
(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 SIZE
3 1/2" MIN. SEE FOOTING
IN BEAM SPAN TABLE
EXISTING SLAB
O ATTACHED COVERS ONLY O
SEE TABLE 1
G
v
DE TH A
a POURED CONCRETE
FOOTING SEE TABLES
�UARE
POSTS TO CONC. FOOTING
ATTACHED COVERS ONLY
23- 8 24" CUBED (1)
(2}1/2.0
3 1/4'
22"
25" SQ.
16•
(1}7/2-OM.B.
x9" LONG, 1'
FROM END
OF POST
POURED
CONCRETE
FOOTING
OSQUA
—1 ; is I F.
1 1 0D
+ I ' ' LL Q
F
Z
W a
• .. �
• • :•'•: F
Nd°;:•:•' w QQ
`. '•; .�, p m
Z
SQUARE, SEE FTG.
SCHEDULE IN BEAM
SPAN TABLES
POST EMBED.
INTO FOOTING
24"
28" SQ.
20"
25--30' CUBED (2)
(4}1/2-0
31/4'
26"
32" SQ.
23"
31" - 34• CUBED (2)
(4)-5/8-0
1
4'
28'
35" SQ.
25"
30"
39" SO.
28"
35- - 39- CUBED (2)
(4)-V4'0
4 314"
32"
43" SQ.
30"
34"
47" SQ.
32"
ao" - 42 CUBED (2)
(a}3l4 0
4 314'
36•
51" SQ.
34•
NOTE: BOLTS SHALL BE SIMPSON STRONG -BOLT 2 SS
CC -ES ESR-3037)
1) MAY USE EITHER STANDI BRACKET AT
ALTERNATE FREESTANDING BASE PLATE
2) REQUIRES USE OF ALTERNATE FREESTANDING
BASE PLATE.
38"
55• SQ.
37"
40"
60" SQ.
39'
42"
64' SQ
41•
69" SQ•
43'
CUBE FOOTING SU18
ALUM. ALLOY 3.00" OR
6063-T6 2.40'
r - 1.375"
0
0 75"
1.60"
1.5 •090" TYP.
INSTALL 1Y2" x 1Y2" x YB" 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
7/16"0 HOI
FOR 3/8" h
ASTM A500 GRADE B
INSTALL 1Y2" x 1Y2" x Y8"HDG
WASHER PLATE AT ANCHORS
157'.'
TYP-
USE FOR 3" OR 4"
STEEL POSTS
q 2- 5/16"0
NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1.
STEEL "T" BRACKET
2 FLANGES
2 1 /8" APART
BASE FLARES
TO 3"WIDE EA.
SIDE OF FLANGES
FOR 3" POST,
4" WIDE FOR 4" POST
Ck 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 4" SQ.
INSERT
>" x 0.188"
ASTM A500
GRADE B
STEEL
(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"
INSERT i{ I,
9" SQ. X 5/8" THK. I��I
THK. BASE PLATE
(ASTM A500 GRADE B STEEL)
1 Ya" 6Y2" 1 X.
WELDED STEEL BASE PLATE 1
ALTERNATE FREESTANDING
BASE PLATE ANCHOR
2
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MAM
DATE
DESCR PrroN
4 STEL JOB N 15-1071-1
DATE 3/312015
DRAWN BY MAP
CHECKED DKR
COLUMN I POST SURFACE
MOUNT AND FOOTING
EMBEDMENT DETAILS
SH -10
10 OF 50 SHEETS
o H a
a J
0
2
0
3
0
4
a
5
a
6
a
7
a
t
u
■
LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS
2"X6.5"X0.032" SIDE PLATES
co3
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
5
6
6
7
a=
iF
m
2"X6.5"X0.042" SIDE PLATES
110 MPH
120 MPH
130 MPH
EXP, BI
EXP. C
EXP. B
EXP, C
EXP. B
EXP, C
5'
2
2
2
2
2
3
6'
2
2
2
3
3
3
7'
2
3
3
3
3
4
8'
2
3
3
4
3
4
9'
3
3
3
4
4
5
10,
3
4
4
4
4
5
11'
3
4
4
5
5
6
12'
3
4
4
5
5
5
13'
4
1 5
1 4
1 6
1 5
1 7
NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS
AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES.
/BEAM SPLICE TO
,,)OCCUR DIRECTLY OVER 5/8" PJ PLASTIC
1 POST. NOT PERMITTED PLUG WHERE
@ 6 SCREWS I @ 2-POST UNITS SCREW IS INSIDE
PER SIDE I
5" #14 SMS MAY
BE USE AS
ALTERNATE TO
1/4.0 BOLTS
8" BEAM
I
.5"
11 OR �2
SEE NOTES
BELOW
I
I 6 1/2" SIDEPLATE EA.
SIDE SEE POST SCHEID
#14 SMS EA. SIDE
TOP, MID HEIGHT
AND BOTTOM.
3"SQ. POST BETWEEN SIDE PLATES
POST SCHEDULE
il3"
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"
W/ (6)-#14 S.M.S. EACH SIDE. E2 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
ROLL -FORMED E
INSULATED ROOF PANE
TERL❑CKING SEAMS, TY
WALL
HANGER
F
(E) STRUCTURE
COLU
N 1 13"x
"xO.0132"
V
1/ (2)
2"x6
5"x0J042"
SIDE
PLATES.
—
SEE
AN
R
C
)LUP
IN 2
PEF
SPAN
TABLE7
L
2�<<i,GO
PR❑JEC
—
S
ROOF PANEL ATTACHMENT
LENGTH L
ROOF PLAN
FASTENERS,
'T 4
SEE SHEET'4
OROOF HANGER
LL—FORMED #14 SMS 2 32' D.C. MAX.
IRP (4 MIN. PER PANEL INTERLOCK)
OLL—FORMED
PANEL
#14 SMS 2 32. O.C,
4 MIN. PER F"^" '^•"T
ALUMINUM
TOP S BOTT. 0.024'
fI❑N, P
OROLL -FORMED PANEL INSULATED ROOF PANEL
INTERLOCKING SEAM INTERLOCKING JOINT
W
c
W �Noo
Z oc�0-)
W QLLI>5
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CID
S 5885
OF CAO'i
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK
DATE
DESCRIPTION
4 STEL JOB # 151071-1
DATE 3l=15
DRAWN BY MAP
CHECKED DKR
LATERAL FORCE
RESISTING SYSTEM /
MIN. NUMBER OF
REQ. COLUMNS
[-SH - 11
110F 50 SHEETS
It
0
2
0
3
0
4
0
5
0
6
0
7
0
8
0 L. 0 U o E o F o G o
BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS
SPLICE DETAILS 11 1 BEAM TO POST DETAILS 12
SIMPLE SPLICE FULL MOMENT
24"..... o" ...'
I I I I
I
#10(8 To M.S. II #12 S.M.S. 0 t.
TYP. THICKNESS = .035 s 3e' (24 TO TYP. THICKN SS = .035"
u I u a
+ �I + + —I}- ++ + + + + ++ w
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 w
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS
SPLICES - ROLLFORMED & EXTRUDED FASCIAS I_RrAM Al I IM AI I OV.
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C-SPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE
STL. C-BEAM
3,� I TOTAL= (8}1/2"0 BOLTS
SO. POST
SPLICE WHERE I 4n
OCCURS
.070"
TYP.
ALUM.ALLOY
6063-T6
4" I -BEAM
MOMENT C-SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C-SPLICE (ONE SIDE OF WEB) MAY BE USED.
SPLICE WH
OCCUI
ALUM.ALLOY
6063-T6
I I -BEAM
1 %2" SQ. OR 2" LATTICE TUBE (
ALUM. ALLOY 3105-H25
1.50"' 1.50"
.28" 2"
y .018'
T
MOMENT C-SPLICE
2"x3" LATTICE TUBE
ALUM. ALLOY 3105-H25
.28" 311 21I
—ate 01 8
(2)#10 S.M.S.@ EA
VALLEY. TYP.
NOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR
SO. POST,CONNECT WEB
TO POST W/ (2) - 518" 0
THRU-BOLTS @ 4" I -BEAM,
AND (3) - 5/8" 0 THRU BOLTS
@ T I -BEAMS
H - BRACKET TO POST
j 3" x 8" x .042" BEAM,
1 3" SQ. STEEL OR
MAG BEAM.
]
!I �
i
(6)-#14 SIDS @ EA. SIDE
TOP & BOTT. TOT.=24
3" X 3" ALUM. OR
STEEL POST
"U" BRACKET - RAFTER TO BEAM
LATTICE TUBE TO RAFTER
#8 x 2 "SMS, 2 1/2"
OR 3 1/2". TYP.
1 1/2" SQ.. 2" SQ.,
OR 2"x3" LATTICE
@ 3" O.C. MIN.
UP TO 6"O.C. MAX.
H o 1 0
BEAM TO POST DETAILS
OPTIONAL DECORATIVE FASCIA
( WOOD. ALUM. OR HARDBORD )
(12) - #14 x 1/2" S.M.S. EACH SIDE OF 3'
SO. POST(&TOTAL)
ALTERNATE: 1/4'0 BOLT WI WASHER
EA SIDE OF 3' SO. POST
+ 1.10
7 I O
+! Iso I
2.35" 3' SQ. POST
4414 x 1/2" S.M.S. EACH SIDE OF 3'
SQ. POST f8-TOTA
ALTERNATE /4"0 L) BOLT W/ WASHER
E.A. SIDE OF 3'SO_. POST
F�'-- FASCIA
3.00' 3' SD. POST MAG BEAM
OR .240
3"SO. STL BEAM
RAFTER "TAIL" TO GUTTER
NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf
ROOF LIVE AND SNOW LOADS
"L"
FASTENERS
1'-0"
4 - #14 SIDS
2'-0"
6-#14SIDS
T-0"
12-#14SIDS
FASTENER SPACING = 3/4"
FASTENER TO FASCIA - SEE TABLE
— FASTENER TO RAFTER TAILS - SEE TABLE
jwz:7— OPTIONAL LATTICE TUBES
#14 x 1/2" S.M.S. TOP
& BOTT. (2}TOT.
14
ROOF PANEL
O
O o
(i FASTENER 61/2"
0 o
GROUP
ROLLFORMED OR
O O
EXTRUDED GUTTER
.*ALUM.
X
#14 S.M.S. @12"O.C.
FASCIA :�/
6 1/2"x2"x.024
2'
1"
"L' SEE TABLE
RAFTER
"U" BRACKET - RAFTER TO BEAM
3.125" FOR 3 x RAFTER
2.125' FOR 2 x RAFTER
l
t = .040" @ 6063-T6
1 1/2,
(6) - #14x Y4TEKSCREWS
BRACKET TO RAFTER
/
�/2' MIN,
(6) - #14x Y4' TEK SCR
BRACKET TO E
204 ti
W c~o
W
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Lu
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�9FESSIq�
. S 5885
OF Cp1.�F�
03-03-15
DURALUM
IAPM0.0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
M-M
DATE
DESCRPDON
4 STEL JOB # 15-1071-1
DATE 3rn015
DRAWN BY MAP
CHECKED DKR
BEAM TO POST &
.LATTICE TUBE TO
RAFTER CONNECTION
DETAILS
SH -12
12 OF 50 SHEETS
I
0
2
0
3
0
4
0
5
0
6
0
7
0
8
q o n o C o D o E 0 F o G o H o I 0 J
HOW TO DETERMINE TRIBUTARY WIDTH TO WALL HANGERS, LEDGERS AND SUPPORTING BEAMS
I
TRIBUTARY WIDTH TABLE
CLEAR
SPAN (FT.)
O.H.
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
0
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
1'
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
2'
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
NP
3'
-
7
7
8
8
9
9
10
10
11
11
12
12
NP
NP
NP
4'
-
-
-
9
9
10
10
11
11
12
12
NP
NP
NP
NP
NP
5'
-
-
-
-
-
11
11
12
12
1 NP
NP
I IP
NP
NP
NP
NP
NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED
PROJECTION
—
O.A7 CLEAR SPAN
TRIBUTARY TRIBUTARY= h
I WIDTH 1 1/2SPAN +O.H.
—let.
r NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
FAN BEAM
FAN BEAM (19'-0" MAX SPAN)
FAN BEAM AN BEAM
Q HEADER 1 1 FT
z CEILING FAN AND/
OR LIGHT FIXTURE
cn
R ( MAX. 30 Ibs. )
W
T=.075'
TYP.
FAN BEAM
ALUM. ALLOY 6063-T6
`- #14 x 3 1/2" S.D.S. SCREW
AT BEAM
ATTACHMENT AT HEADER
2 �2'
#12 S.D.S. SCREW
AT HANGER CHANNEL
ATTACHMENT AT HANGER CHANNEL
Ll
2 ti
CV ti
W
m
W N M
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uC/)w"
ui Wco
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kk
S 58.8
OF' CAS\Ft�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
ORK
DATE
DESCRP'nON
4 STEL JOB # 15-1071.1
DATE 31312015
DRAWN BY w
CHECKED DKR
HOW TO DETERMINE
TRIBUTARY WIDTH &
FAN BEAM DETAILS
SH -13
13 OF 50 SHEETS
BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS
ATTACHED &
10 PSF LIVE
FREESTANDING SOLID COVERS
LOAD - 110,120,130 MPH - EXP. B & C
1.52'
0_ffEqROLL
61'
1._
.
OP
=
n
I..L
CC
G
O
r
r
MAX.COL.
SPACING
ON SLAB
(2),(3)
_
o_
m
ATTACHED SOL/O
FREESTANDING SOLID
j p
m
�9'
6. 2. 7'
0.73'
038'
2. 8'
7I
_
WHER
occuR
SPLICg-3.
0.07'
TY
WHERE
OCCURS
0.070' 4.
TYP,
saucE
WHERE
occuas I
4 ,
I
0,065'
TYP.
2, 4' I I
L - - -
T=12 GA.
ASTMA653SS
GRADE 50 G60 3' '
.032'
ALUM.
I
I--3.0'--I
Mf POST
SCING
AN)
FTG.
(IN.)
(1)
MIN.
POST
TYPE
MAX.POST
SPACING
(SPAN)
FTG.
(IN.)
(1)
MIN,
POST
TYPE
13'-7'
5'
11'-9"
11'-9"
18
20
B
i l'-9"
11'-4"
26
28
G
5'
6
11'-4"
6
10'-9"
10'-s"
18
21
B
10'-9"
10' 4"
26
27
�j
9'-8"
7
10'-0"
10'-0"
19
21
B
10'-0"
9'$"
26
27
G
7'
93'
6.5" ROLLFORM
A ALUM. ALLOY
6063-T6
MAG BEAM
B ALUM. ALLOY
6063-T6
3,0'
4" I -BEAM
C' ALUM. ALLOY
6063-T6
00' 1
4.5" MAG GUTTER
ALUM. ALLOY
6063-T6
3" SQ.x0.032" ALUM. BEAM
W/ 12 GA. STL. "U" CHANNEL
E ASTM A653 SS
GRADE 50 G60
J
,,/^�
v/
I.L.
8'-6"
8'
9-4
9'�"
19
22
B
9-4"
9'-1"
26
26
G
8'
T-7"
r
9
8'-10"
8'-10"
20
22
B
B'-10"
8'-7"
27
26
G
9'
(n
O
`
6'-9"
10'
8 $
8'-6,,
20
23
B
8'-6"
8'-1"
27
27
G
10'
6'-2"
11'
8'-1"
8'-1"
21
23
C
8'-1"
7'-9"
27
28
G
11'
SPLICE Tw.�zs
WHERE 6063-T6
OCCURS ALLOY
5'-8"
12'
7'-8"
7r�,r
21
24
`C
`j
7'$"
7r-6n
28
•18
G
12'
6.6 6' 7,0'
8,
0.110' .042' 6'
TYP, TYP,
I
E1.75' MAX. 0'
I--,2.U'T �,
o•
7" I -BEAM I DBL. 2"x6.5"x0.042"
F ALUM. ALLOY 3004-H36
ALUM. ALLOY OR EQUAL
6063-T6
,032' 6'
TYP.
�, � �. �
0' MAX. 0'
J DBL. 2"x6.5"x0.032"
ALUM. ALLOY 3004-H36
OR EQUAL
0.042'
TYP.
I I
I--3,0'-I
K 3"x8"x0.042" BEAM
ALUM. ALLOY 3004-H36
OR EQUAL
�
O
N
r
MAX.COSPACINL.
SPACING
ON SLAB
(2),(3)
F�
� o
m 3
�
ATTACHED SOLID
FREESTANDING SOLID
~
� o
m
It
MAXPOST
SPACING
(SPAN)
FTG.
(IN.)
(1)
MIN.
POST
TYPE
MAX.POST
SPACING
(SPAN)
FTG.
(IN.)
(1)
MIN.
POST
TYPE
13�-T,
5,
11'- 11'-7"
121
B
11'- 0'-10"
229
G
5'
11'-4"
6
10'-9"
10'-7"
19
22
B
10'-9"
10'-0"
27
28
G
,
6
9'_8"
7'
1 O'-O"
9'-10'
20
22
B
1 O'-0^
9'-3"
27
28
G
7'
5'
14 G .
14 GA
7.8 5' AasTMa ss
A&93S
c6o
T=u oa
,4 oa
ASTM
AS53 SS
cw E so 8,0'
.042TYP!
LL
8'-6"
8'
9'-4"
9'-2"
20
23
B
9'-4"
8'-8"
26
:-27
G
8'
�1 W/ (1) "C" INSERT
ALUM. ALLOY
6063-T6
H W/ 2) "C" INSERTS
ALUM. ALLOY
6063-T6
NOTE: B.O'
WHERE 'C' SPLICE OCCURS AS SHOWN IN
SPAN TABLES, IT SHALL BE INSTALLED THE 0.042'
FULL LENGTH OF THE 7" I -BEAM. TYP,
J
v/
LL
O
7'-7"
9'
8'-10"
8'$"
21
23
B
8' 10"
8'-2"
27
28
G
9'
6'-9"
10
8'-6"
$'_3"
21
24
B
8'-6"
7'-9"
27
28
G
10'
6'-2"
11'
8 -1 7'-10
224
B
8 -1 7'-6"
229
G
11'
5'-8"
12'
7'_8,7'-7"
225
C
7'-8 7'-2"
230
G
12'
625'
It 1
'�4.0'�`
3,0' 3.0'
MAX.
3"x8"x0.042" BEAM
.875'
3"x8"x0.042" BEAM
W/ 14 GA. STL. INSERT
�_ _4._ _
3.0' 3.0'
MAX,
DBL. 3"x8"x0.042" BEAM
,, W/ DBL. 14 GA. STL. INSERT
MAX.COL.
SPACING
ON SLAB
(z>, (3>
¢ x
DO
0° 3
ATTACHED SOLID
FREESTANDINGSOL/D
¢ x
Ir
ACING
�MAXCOST
PAN)„
(IN
(IN.>
(1)
MIN.
POST
TYPE
MAX•FOST
SPACING
(SPAN)
FTG.
(IN.)
(1)
MIN.DBL.
POST,,,,
TYPE
L ALUM. ALLOY 3004-H36
OR EQUAL
rvl ASTM A653 GRADE 50 G610
ASTM A653 GRADE 50 G60
O
13'-7"
f
5''
111'9 w_-
�1J r2
120"
22
B
11'-7"
10'-6"
29
30
G
5'
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
EXPOSURE B
FIGURE INDICATES
EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
FOOTNOTES TO ALL SPAN TABLES:
1. FOOTING SHOWN REPRESENTS LENGTH OF 2. THE MAXIMUM COLUMN SPACING
EACH SIDE AND DEPTH OF CUBED FOOTING, SEE SHEET 10. THE SMALLER OF THE MAXIMUM
WHERE SLAB OCCURS, CUBED FOOTING SIZE OR THE MAXIMUM POST SPACING
MAY BE REDUCED BY 6" FOR FREESTANDING ONLY. BEAM. WHERE 2 PSF INSULATED
3"x8"x0.042" BEAM
W/ 12 GA. STL. INSERT
N ASTM A653 GRADE 50 G60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS
OCCUR AS SHOWN IN THE SPAN TABLES,
THEY SHALL BE INSTALLED THE FULL LENGTH
OF THE 3"x8' BEAM.
DBL. 3"x8"x0.042" BEAM
W/ DBL. 12 GA. STL. INSERT
P ASTM A653 GRADE 50 G60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS
SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED
THE FULL LENGTH OF THE 3"x8" BEAM.
M
J
LL
U)
OE5'-
11'-4"
, -
6
10'-s"
10'-2"
20
23
B
10'-7"
9'-7"
28
30
G
6'
9'-8'r
7
10'-0"
9'$"
21
23
B
9'-9"
8'-10
28
29
G
,
7
8 -6
8
9'-4"
8'_1 o
21
24
B
9'-2"
8'_3"
27
29
G
8'
7,_7"
9,
8'-10"
8'-4"
22
24
B
8'$"
7'-10
27
29
G
- 9,
ON EXISTING SLAB SHALL BE 3. THE SLAB SHALL BE A MINIMUM 10'-O" WIDE BY THE
SPACING SHOWN IN THIS COLUMN MAXIMUM COLUMN SPACING MEASURED AT THE COLUMN
SHOWN FOR THE SELECTED AND SHALL NOT CONTAIN ANY CRACKING FOR 25 & 30 psf.
ROOF PANELS THE DISTANCE FROM COLUMN TO SLAB EDGE SHALL BE
6'-9"
1 O
8'-6"
8'-0"
22
25
B
8'-3"
7'-6"
28
30
G
1 O'
r
11
8'-1"
7'-7"
23
25
B
C
7' 10"
T-2"
29
31
G
11 ,
7, 8 r
23
25
C
7 _7"
6'-9"
29
31
G
12'MAXIMUM
OCCUR AT 10 & 20 psf INSTALLATIONS,
COLUMN SPACING
SEE TABLE 1, SHEET 47 FOR 9 1/4' MINIMUM.
ON EXISITNG SLAB.7'-1"
112'
zco
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S 5885
OF CAL
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MARK
DATE
DESCRIPTION
4 STEL JOB # 15-1071-1
GATE 3r312015
DRAWN BY MAP
CHECKED DKR
BEAM TYPES FOR
ATTACHED &
FREESTANDING
SOLID COVERS
SH -14
14 OF 50 SHEETS
o C 0 D 0 E 0
1
0
2
0
3
0
4
a
s
a
f
a
,
0 o H 0 1 0 J
ATTACHED & FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C
%� MAG BEAM
o
,� 4" I -BEAM
�,
�,,14.5" MAG GUTTER
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3" SQ. ALUM. W1 12 GA.
STL."U" CHANNEL
7^ I -BEAM
F
E
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
MAX.COL.
SPACING
F F
MAX POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
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FTG.
MIN.
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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
(2). (3)
(SPAN)
(1)
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
(SPAN)
(1)
TYPE
F
13'-7"
5'
10'-4"
17
B
9'-6"
25
G
13'-7"
19
B
12'-4"
27
G
13'-3"
19
B
12'-2"
27
G
I T-4"
19
B
12'-1
27
G
2TA"
22
E
21'-3"
31
G
5,
O
10' 4"
19
9'-2"
26
13'-7"
21
12'-1"
28
13'-3"
21
11'-9"
28
12'-3"
20
1'_10'
28
2313"
25
20'-8"
33
6'
9'-9"
18
B
8'-10"
24
G
12'-9"
19
B
11'-8"
26
G
12'-2"
19
B
11'-6"
26
G
12' 7"
19
B
11'-6"
26
G
22'-0"
23
E
20' 0"
30
G
6,
r
11'-4"
9'-9"
20
8'-8"
26
12'-9"
22
11' 4"
28
12'-2"
21
11'-2"
28
11'-3"
21
11'-0"
28
22'-0"
26
19' s"
32
9'-3
1
B
8'-6
G
23
B
1
11
'�"
1"
20'-1
22
3G
G1
7'
9-3
21
8'-3"
26
0-9"7
7
1B
0
79,_8„7,
8-
J
8'-6"
$'
8'-10"
19
B
8'-2"
25
G
11'-8"
21
C
10'-7"
27
G
10'-7"
20
B
10'-4"
27
G
11'-6"
21
C
G
20'-1"
25
E
18'-2"
31
G
$,
8'-10"
21
10"
25
11'-8"
23
10' 4"
27
10'-7"
23
10'-2"
27
9'-9"
22
B
20'-1"
28
17'-9"
31
C6
7 -7 „
,
9
8'-7"
19
B
7'-9"
26
G
11'-1"
21
C
10'-2"
28
G
10'-0"
20
B
10'-0"
27
G
11'-0"
21
C
G
19'-2"
25
E
17'-6"
32
G
9
LL
g'_7"
22
7'-7"
26
11'-1"
24
10'-0"
27
10'-0"
23
9'-7"
27
9'-2"
22
B7
19'-2"
28
17'-1"
32
6'-9"
10
8'-3"
20
B
7'-7"
26
G
10' 6"
22
C
9'-10"
28
G
9' 6"
21
C
9'-6"
28
G
10' 4"
21
C
"8Z2
G
18'-3"
26
E
6'-10"
32
H
10'
8'-3"
22
7'-4"
27
10'-6"
24
9'-7"
28
9' 6"
23
9'-2"
28
8'-9"
23
B7
18'-3"
29
16' s"
32
"9
"8'-9"
6,_2„
11,
8'-0"8,-0"
223
B
7 4
228
G
10' 0"
225
C
9' 7"9'-3"
228
G
9'-1
224
Ci
9'-1
228
G
9'-108,
223
C
G
17' 4'7'-4"
229
E
16'6,-0"
333
H
11, .
O
7'-2"
0,-0"
-1"
4"
8
r
5'-8"
12,
7'-7'�,-7"
223
C
7'-2'7'-0"
228
G
9'-7'9'-7"
225
E
9'-39
229
G
8'-8"8
224
C
8'-8
228
G
9'-6"8
223
C
9'-2"'-10"
228
(j
16'-8'6
230
E
16'-0"5
333
H
12'
-1"
-8"
8' 4"
-0„
-8"
-7"
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
I FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
>-
%=
MAX.COL.
SPACING
Q=
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MAx.POST
FTG.
MIN.
MAX.POST
FTG.
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MAX.POST
FTG.
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FTG.
MIN.
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FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FfG.
MIN.
MAX -POST
FTG.
MIN.
MAX.POST
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ON SLAB
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 3
(2) (3)
w
(SPAN)
(1)
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
(SPAN)
(1)
TYPE
cc
13'-7"
5'
10' 4"
18
B
9'-6"
26
G
13'-7"
19
B
12' 4"
28
G
13'-3"
19
B
12'-2"
28
G
13'�"
19
B
12'-2"
28
G
23'-4"
23
E
21'-3"
33
G
5,
O
10'-3"
20
9'-0"
28
13' 4"
22
11'-8"
30
13'-1"
22
11'-6"
30
11'-2"
21
11'-0'
29
23'-1"
27
20'-1"
34
H
r
11'-4"
6'
9'-9"
19
B
8'-10"
26
G
12'-9"
20
B
111'-8"
28
G
12'-2"
20
B
11'-6"
28
G
12' 6"
20
B
1- 6"
28
G
22'-0"
24
E
20'-0"
32
G
6,
9'-8"
21
8'-6"
27
12'-8"
23
11'-1"
29
12'-0"
23
0'-10'
29
10'-3"
22
10'-0'
28
21'-9"
28
19'-0"
34
H
9'-8"
7'
9'-3"
19
B
8'-6"
26
G
12'-2"
21
B
11'-1"
27
27
G
11'-3"
20
B
10'-1
27
G
11'-7"
21
B
11'-0"
27
G
20'-1
25
E
19'-0"
32
G
7'
9'-2"
22
8'-1"
27
12'_v
24
10'
29
11'-1"
23
10'-3"
29
9'-6"
22
9'-3"
28
20'-8"
29
18'-0"
33
H
J
8'-6"
8'
8'-10"
20
B
8'-2"
25
G
11'-8"
22
C
10' 7"
27
G
10'-7"
21
B
10'-4"
27
G
10'-1
21
B
10'-6"
27
G
20'-1"
26
E
18'-2"
31
I i
$
8=9
23
7'-8"
27
11'-6"
25
10'-1"
29
10' 4"
24
9'-91"
28
8'-10
23
8'-8"
27
19'-9"
29
17'-3"
33
ui
7,_7„
9'
8'-7"
20
B
7'-9"
26
G
11'-1"
22
C
10'-2"
28
G
10'-0"
21
C
10'-0"
27
G
10'-3"
22
C
10'-1"
28
G
19'-2"
27
E
17'-6"
32
H
9
LL
8'-6"
23
7' 4"
28
0'-10'
25
9' 8"
28
9'-9"
24
B
9'-3"
28
8' a"
23
B
8'-2"
28
18'-9"
30
16'-7"
33
U)
6,_9„
10,
8'-3"8,-2"
224
B
7'-7'7,-2"
228
G
10'
226
C
'-4"
228
G
9-6"9'-3"
225
C
9 -6 8
228
G
9 -9"8,-0,
224
C
9 -8
228
G
18'-17,-10'
231
E
6 -106
332
H
10'
10,-3"
-9"
B
7'-9"
-1"
6,_2„
11,
8'-0'7
224
B
7 -4
229
G
10'-09'-9"
226
C
p
229
G
9'-18'-10"
225
C
9'-1 $,�„
229
G
9'-3"7
224
C
9 3",
229
G
17'-1
231
E
16'-15,_7"
333
H
11'
O
-9"
7'-0"
-1"
-0„
B
7'-6"
T-1"
5'-8"
12'
,-6"
224
C
230
G
9�-7"9,-4"
226
E
230
G
8'8"8
225
C
8' 89-1"
230
G
8'-1
224
C
8'-107'-2"
230
G
16'-8'6
232
E
16'-0"5,-1"
333
H
12'
6,-9"
-9"
a"
6'-10"
g
4"
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
>-
=
SPACINMAX.COG
SPACING
0F_
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MAX.POST
FTG.
MIN.
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FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
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MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
~ ~
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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 �
(2).(3)
(SPAN)
(1)
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
(SPAN)
(1)
TYPE
Of
-
13' 7"
5'
10' 4"
19
B
9'-3"
28
G
13'-7"
21
B
12'-2"
30
G
13'-3"
21
B
12'-0"
29
G
12' 6"
20
B
12'-0"
29
G
23'-4"
25
E
20'-1
34
H
5,
O
10'-0"
21
8'-8"
29
13'-1"
23
11' 4"
31
12'-7"
23
11'-2"
31
10'-3"
22
10'-1'
30
22'-6"
28
19'-7"
36
J
ce)
6,
9'9","2
B
8'-9
228
G
12'-9
224
B
11'-6"0
230
G
12'-
224
B
11'-1"0-7"
230
G
11'-49
222
B
11'-39'-2"
229
G
22'-21
229
E
19'-8"8
335
H
67,
22
8'-2"
2 �"
-8"
1'1 -6"
-4"
,-2"
�"
I
9'-3"9,-0"2
8 -4
228
G
12'- j'1,�„225
B
11'-
10
230
G
11-1
10
224
B
10'-80'-0"
230
G
10'-78
223
B
10'-
229
G
20'- 20,-2"
230
E
18'-9'7
335
HI7,
23B
7'-9"
C
10'-2"
-8"
-9"
8'-7"
6"
$'
8'10"
21
B
8'-0"
26
G
11'-8"
23
C
10'-6"
28
G
10'-7"
22
B
10'-3"
28
G
10'-0"
22
B
9'-10"
28
G
20'-1"
27
E
18'-0"
33H
$,
8-7
24
7'_6"
28
11'-1"
26
9-9"
30
10'-0"
25
9'�"
29
8'-2"
238'-0"
2819'-2"
31
16'-9"
34,
JU)7
9
8'-7"
22
B
7'-8"
27
G
11'-1"
23
C
10'-1"
28
:2
G
10'-0"
23
B
9'-9"
28
G
9'-4"
22
B
9'-4"
28
G
19'-2"
28
E
17'-3"
32
H98'-3"
,
V-3"
24
7'-2"
29
10'-6"
26
9' a"
9'-4"
25
C
8'-10"
29
7'-8"
24
7'-7"
29
18'-1"
31
16'-1"
34
10
22
B
7'-6"
28
G
10'-6"
24
C
9'8"
28
G
9'-6"
23
C
9'-3"
28
G
8'-10"
23
B
8'-10"
28
G
18'-3"
29
E
16'-8"
32
,
1011,
-10"
25
7'-0"
30
9'-10"
27
9'-1"
30
8'-6"
25
8'-1"
30
7'-0"
24
7'-2"
30
17'-2"
32
15'-7"
34H
8 -0'7
225B
7 -3'6
231
G
10'-09'-6"
227
C
9
231
G
9' 17'-9"
225
C
8'-107
231
G
8'-6'r6'-4"
224
C
8'-6
231
(j
17'-4'6'
233
E
16'-15,-1"
333
H
-6"
C
-9"
E
8'-9"
�"
B
6'-10'
4"
I12,
225
C
7-16'-7"
231
G
9'-7"9,-1"
228
E
9-29-6"
231
G
8-8"7-1"
225
Ci
8-66-9"
231
G
8'-2"5,-9"
224
C
8-16'-7"
231
G
16'-8'S,-9"
333
E
15'-8'4-8"
333
H
12,
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Q�FESS Iq,�!
S 5885
OF CAL
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MARK
DATE
DESCRIPTION
4 STEL JOB # 15-1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
SOLID COVERS ATTACHED
& FREESTANDING BEAM
SPANS, 10 PSF L.L,
110-130 MPH
SH -15
15 OF 50 SHEETS
t
0
2
0
3
0
4
0
5
o
6
0
7
e
B
A o B o C 0 D o E o F 0 G o H o I 0 J
ATTACHED &FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C
ATTACHED &FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C
7" I -BEAM 7" I -BEAM
W/ (1) "C" INSERT H W/ (2) "C" INSERTS I DBL. 2"x6.5"x0.042"
W CO CO
W � CV M
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S 5885 �
OF CqL �F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
wiaz
once
oescwanoN
4 STEI JOB # 157071.1
DATE 313i2016
DRAWN BY MAP
CHECKED DKR
SOLID COVERS ATTACHED
& FREESTANDING BEAM
SPANS, 10 PSF L.L,
110-130 MPH
SH w 16
16 OF 50 SHEETS
1
0
2
0
3
0
4
A e B 0 C o D 0 E 0 F 0 G 0 H o I 0 J
0
s
0
s
e
r
B
ATTACHED &FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C
3"x8"x0.042" BEAM
3"x8"x0.042" BEAM
DBL. 3"x8"x0.042" BEAM
DBL. 3"x8"x0.042" BEAM
L DBL. 3x8"x0.042" BEAM
M W/ 14 GA. STL. INSERT
N W/ 12 GA. STL. INSERT
W/ DBL. 14 GA. STL. INSERT
P W/ DBL. 12 GA. STL. INSERT
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLD
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLD
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
MAX.COL.
F
MAX.POST
FfG.
MIN.
MAX.POST
FfG.
MIN.
MIN,
MAX.POST
FTG.
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.
jo
^
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SPACING
ON SLAB
00 3
SPACING
(IN.)
POST
SPACING
(IN.)
POST
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
m
(2).(3)
�
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
F
13'-7"
5'
3"
21
C
19'-3"
30
G
416'2
C
18'-4"
30
G
20'-1"
21
C
20'-1"
30
G
25'
23
E
25'-1
25'
32
H
28'4"
24
E
27'-8"
35
J
5,
O
18'-1"
23
17'-8"
31
17'-8"
31
20'-1"
24
19' 4"
32
5'-10"
26
4'
34
28'-4"
27
27'-0"
37
17'-7"
22
17'-7"
29
C
16'-9"2918'4
G
2218'4
C
30
G
23'8"
24
E
23-8"32
H
25'-1
25
E
25'-1
3461-6"24C16'-1"31G
J
6
16'-2"
31
18'-4"
25
17'-8"
31
23'-8"
27
22'-9"
33
25'-10"
27
24'-10"
36
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9'-8"
7'
16'-3"
22
C
16'-3"
29
G
15'-7"
22
C
15'-7"
29
G
17'-1"
22
E
17'-1"
30
G
22'-0"
24
E
22'-0"
32
H
24'-0"
25
E
24'-0"
34
J
7,
15'-3"
24
15'-0"
30
15'-7"
24
15'-0"
30
17'-1"
25
16'�"
31
22'-0"
27
21'-1"
33
24'-0"
28
23'-1"
35
J
8'-6"
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15'-14
225
E
15'-14,-0"
329
G
14'- � 4'-7"
225
E
14'-14'-1"
229
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16'-0 6
226
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330
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20'- 20'-7"
228
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20'-719,-9"
332
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22'-6 11'-7
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14'-4"
23
E
14'-4"
30
G
13'-9"
23
E
13'-9"
30
G
15'-1"
23
E
15'-1"
21
G
19'-4"
25
E
19'�"
33
H
21'-2"
26
E
21'-2"
35
J
9'
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13'-2"
30
13'-9"
26
13'-3"
30
26
30
19'-4"
29
18'-7"
32
21'-2"
29
20'-4"
35
10'
13'
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2
13'8
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13'1'
22
13'-1"
33
14'-31,-"
2
14'1
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2
18'-4'
22
18'4"
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7
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6'-2"
11'
13'-1"
24
E
13'-1"
31
G
12'-6"
24
E
12'-6"
31
G
13'-8"
24
E
13'-8"
31
G
17'-7"
26
E
17'-7"
34
Fi
19'-2"
27
E
19'-2"
36
J
11'
Q
3"
26
12'-0"
30
12'-6"
26
12'-0"
30
13'-8"
27
13'-1"
31
17'-7"
30
6'-10'
33
19'-2"
30
18'-6"
35
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12'6'
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12'6"
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12'
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13'-7"
5'
19'-3"
22
C
19'-3"
32
G
18'-4"
22
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18'-4"
31
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20'-1"
22
C
20'-1"
32
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25'-1
24
E
25'-1
34
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27'-8"
35
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16-6
24
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16'-1"
32
17' 4"
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17'-0"
33
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19'-0"
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18'-6"
33
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24' 4"
27
3'-10'
36
K
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26'-1"
37
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17'-7"
23
C
17'-7"
31
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16'-9"
22
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16'-9"
31
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18'-4"
23
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18'-4"
31
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23'-8"
25
E
23'-8"
33
H
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25'-1
34
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14'-8"
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5'-10'
25
15'-6"
32
17'-4"
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17'-0"
33
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22'-3"
28
21'-9"
35
I
9
23'-9"
36
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17'-1�6,-1"
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17'-1�5=8"
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22'-20,-8"
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22'-20,-2"
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121'-2"27
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24'-22'-1"
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8'-6"
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15'-3"
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15'-3"
30
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14'-7"
23
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14'-7"
29
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16'-0"
24
E
16'-0"
30
G
20'-7"
26
E
20'-7"
32
H
7
E
22'-6"
33
H
8,
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26
C
12'-9"
30
13'-9"
26
13'-6"
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15'-1"
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14'-8"
32
19'4"
29
8'-10'
34
30
20'-8"
34
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14'-4"
24
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14'�"
30
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13'-9"
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13'-9"
30
15'-1"
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15'-1"
313
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19'-4"
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32
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ATTACHED SOLID
FREESTANDING SOLID
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FREESTANDING SOLD
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
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7"
5'
18-4
23
C
18'-3"
33
H
18'-4"
23
C
18'-0"
33
H
20'-1"
24
C
19'-8"
34
H
25'-1
26
E
25'-3"
36
J
28'
26
E
27'-3"
37
K
5'
O
15'-1"
24
B
14'-9"
33
16'-0"
25
B
15'-7"
34
17'-4"
26
17'-1"
35
I
22'-4"
28
1'-10'
37
K
24'-6"
29
24'-0"
38
r
16'-9"
24
C
16'-9"
32
G
16'-9"
24
C
16'-6"
32
G
18' 4"
24
C
18'-0"
33
I I
23'-8"
26
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23'-1"
35
I
25'-1
27
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25'-3"
36
J
6,
11' 4"
g,
25
13'-6"
32
14'-7"
26
14'-3"
33
H
15-10'
26
15'-7"
34
20'-6"
29
20'-1"
36
K
22'-4"
30
21'-10"
37
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15'-1'2
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15'-6
332
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ASSUMPTION
AHJ APPROVAL
REVISIONS
M4R1(
DOTE
DESCRIPTNN!
4 $TEL J06 tF 15.1071-1
DATE 3l3l2015
DRAWN BY MAP
CHECKED DKR
SOLID COVERS ATTACHED
& FREESTANDING BEAM
SPANS, 10 PSF L.L,
110-130 MPH
SH -17
17 OF 50 SHEETS