BPAT2014-104378-495 04)-a� TA �IPICO
LA QUINTA, CALIFORNIA 92253
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Application Number:. BPAT2014-1043
Property Address: 55306 SHOAL CREEK ^
APN: 775142017
Application Description: 630 SQ FT PATIO AND SOLAR SUPPORT STRUCTURE
Property Zoning:
Application Valuation: $9,000.00
Applicant: Q
PGA HOMEOWNERS ASSOCIATION
VF
54320 SOUTHEM HILLS
LA QUINTA, CA 92253
L. --1N OF LA UU11)
COMMUNITY DEV, ELS D.., PMS
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 ; eason (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
permit subjects the applicant to a civil penalty of not more than five hundred dollar
($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 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 exer apt under Sec. B.&P.C. for this reason
r
}Date: Crwne .
CONSTRUCTIO ENDING AGENCY
I hereby affirm under penalty of perjury t at 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
VOICE (760) 777-7125
FAX (760) 7-7-7011
INSPECTIONS (760) 777-7153
Date: /9/2015
Owner:
PGA HOMEOWNERS ASSOCIATION
54320 SOUTHEM HILLS
LA QUINTA, CA 92253
Contractor:
PGA HOMEOWNERS ASSOCIATION
54320 SOUTHEM HILLS
LA QUINTA, CA 92253
(760)771-4897
Llc. No.:
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declartions:
_ I have and will maintain a certificate of consent to self-ireure for workers'
compensation, as provided for by Section 3700 of the Labor Code, fbr the performance
of the work for which this permit is issued.
I have and will maintain workers' compensation insurarte, 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 subj 2ct 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 Lab r Code, I shall forthwith
comply wit th se provisions.
Date: -A wwwApplican
WARNING: FAILURE TO SECURE WORKERS' C PENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to the Building Off`cial for a permit subject to
the conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is mad6, each person at whose
request and for whose benefit work is performed under or pursuant to any permit .
issued as a result of this application , the owner, and the applicant, each agrees to, and
shall defend, indemnify and hold harmless the City of La Ouinta, its officers, agents, and
employees for any act or omission related to the work being performed under or
following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is
not commenced within 180 days from date of issuance of such permit, or cessation of
work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that 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 representa .ves f this city o enter upon th above-
mentio ed roperty for inspection purpos
Date• Signature (App
J
`� v
PJ
DATE
DESCRIPTION {- c 4.
FINANCIAL •
`F, a v. ACCOUNT
1 ,
QtY,,! AMOUNT
HOURLY PLAN CHECK - YES
101-0000-42600
2.25
$157.50
$0.00
METHOD c
': n RECEIPT #
CHECK'# `'
CLTD BY,,
DESCRIPTION -� _' ,
"•" -ACCOUNT
QTY
F _ AMOUNT.',
PAID
PAID DATE
HOURLY PLAN CHECK - YES
101-0000-42600
1.25
$87.50
$0.00
` ..PAID BY
METHOD - u
RECEIPT•.#
>_ CHECK # "
CLTD}BY '
Total Paid for BLDG CITY STAFF - PER HOUR: $245.00 $0.00
DESCRIPTION a+ '
ACCOUNT'
QTY'
AMOUNT r,.-
`'PAID" •; ` -
PAID DATE
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$0.00 `
PAID BY t j.r - . "'
' :"t METHOD :
RECEIPT# ; .
. CHECK# -
CLTD BY '
Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00
..
T- `• RIPTION -`
DESC
Y . ^ '. +OUNT
ACC
AMOUNT ' 1
_
.PAID.
PAID DATE
PATIO COVER, DESIGNED
101-0000-42404
0 $133.43
$0.00
f . PAID,BY , °
"' METHOD
RECEIPT #
CHECK # "'. {
CLTD BY
DESCRIPTION''
ACCOUNT..QTY
.,`AMOUNT'
PAID DATE
PATO COVER, DESIGNED PC
101-0000-42600
-0
$168.24
.$0.00
!, PAID BY
METHOD
RECEIPT #
'. CHECK # ,c
• ,CLTD BY
Total Paid forPATIO COVER / COVERED PORCH / LATTICE $301.67 $0.00
t +
`ACCOUNT
Y
AMOUNTDESCRIPTION
PAID ;
PAID DATE
WATER SYSTEM INST/ALT/REP
101-0000-42401
0
$12.09
$0.00
PAIDBY•f ' r: •:.
,_;_ .`METHOD -, -
, RECEIPT #
& CHECK #
CLTD BY; .
'DESCRIPTION '"` y
"'' ACCOUNT
QTYe
AMOUNT "'
` PAID
PAID DATE
WATEI SYSTEM INST/ALT/REP PC
101-0000-42600
0 '
$12.09
$0.00
+ : PAID BY %_
-,;METHOD ..
RECEIPT #,'
CHECK #
CLTD BY
Total Paid for PLUMBING FEES: $24.18 $0.00
�. .DESCRIPTION . `
r "ACCOUNT ' ,• t,
QTY
" •' AMOUNTS ,
PAID
PAID DATE
SMI - RESIDENTIAL
101-0000-20308
0
$1.17
$0.00
PAID BY -. ,''. :: ",
4{METHOD
i; . RECEIPT•#
CHECK # ^:f
CLTD BYI
Total Paid forSTRONG MOTION INSTRUMENTATION SMt $1.17 $0.00
TO.02 $0.00
`� v
Description: 630 SQ FT PATIO AND SOLAR SUPPORT STRUCTURE `
Type: PATIO COVER
Subtype: Status: APPROVED
Applied: 12/19/2014 MFA
Approved: 2/9/2015 J10 `
Parcel No: 775142017 Site Address: 55306 SHOAL CREEK LA QUINTA,CA 92253
Subdivision: TR 20717-3
Block: Lot: 10
Issued:
Lot Sq Ft: 0
_ Building Scl Ft: 0 Zoning:
s
Finaled:
Valuation: $9,000.00
Occupancy Type: Construction Type:
Expired:
No. Buildings: 0
No. Stories: 0 No.,Unites: 0
Details: NEW PATIO FOR FUTURE HELIOCOL WATER SOLAR HEATER
PLANNING APPROVAL PICKED UP FROM BUCKET ROOM THIS
r
Process Summary
52 r'
* a 4•
`` J Applied to Approved��. •'y '
_Printed: Monday, February 09, 2015 2:06:31 PM 1 of 4
SYSTEMS
ADDITIONAL
CHRONOLOGY
CHRONOLOGY TYPE
.. STAFF -NAME = r "
'`ACTION DATE.
COMPLETION DATE.,
`" . `.NOTES,
PLANNING APPROVAL PICKED UP FROM BUCKET ROOM THIS
NOTE
KAY HENSEL
1/7/2015
1/7/2015
DATE ,
PLAN CHECK COMMENTS
FROM CONSULTANT
PHILIP JUAREZ
1/6/2015
1/7/2015
PLAN CHECK NOT APPROVED PER YOUNG.
RECEIVED
'
PLAN CHECK PICKED UP ,
- JIM JOHNSON
1/8/2015
.1/8/2015.
PLANS PICKED UP BY SALLEY
PLAN CHECK PICKED UP
ANGELICA ZARCO
12/23/2014
12/23/2014
PLAN CHECK SUBMITTAL
KAY HENSEL
12/19/2014
12/19/2014
PLANS ROUTED TO PLANNING AND YOUNG ENGINEERING.
RECEIVED
,PLAN CHECK SUBMITTAL
PHILIP JUAREZ
2/6/2015
2/6/2015
RECIEVED FROM YOUNG APPROVED WITH CONDITIONS
RECEIVED'
RESUBMITTAL
PHILIP JUAREZ
1/21/2015
1/21/2015.
_Printed: Monday, February 09, 2015 2:06:31 PM 1 of 4
SYSTEMS
P
Printed: Monday, February 09, 2015 2:06:31 PM 2 of 4 C SYSTEMS
CALLED STEVE HERTHEL THAT PLANS ARE READY FOR
TELEPHONE CALL
JIM JOHNSON
1/8/2015 .
_
1/8/2015
FINANCIAL
CORRECTIONS '
CALLED STEVE AT PGA ASSOC. TO INFORM HIM PLANS WERE
TELEPHONE CALL
JIM JOHNSON
2/9/2015
2/9/2015
APPROVED READY TO ISSUE.
m.
DESCRIPTION
CONDITIONS
`QTY
-,•AMOUNT
- PAID
`'PAID DATE
CONTACTS
, CHECK#.
METHOD ,
NAME.TYPE - " -' . " ` .NAME` A
.a_�
ADDRESSI '
CITY
;STATE
ZIP' PHONE' FAX -EMAIL'
._ - _ -
,
_-
APPLICANT PGA HOMEOWNERS ASSOCIATION
54320 SOUTHEM HILLS
LA QUINTA
CA
92253 (760)771-4897
CONTRACTOR PGA HOMEOWNERS ASSOCIATION
54320 SOUTHEM HILLS
LA QUINTA
CA
92253 (760)771-4897
OWNER PGA HOMEOWNERS ASSOCIATION
54320 SOUTHEM HILLS
LA QUINTA
CA
92253 (760)7714897
Printed: Monday, February 09, 2015 2:06:31 PM 2 of 4 C SYSTEMS
FINANCIAL
INFORMATION
m.
DESCRIPTION
ACCOUNT
`QTY
-,•AMOUNT
- PAID
`'PAID DATE
RECEIPT.#
, CHECK#.
METHOD ,
PAID BY
,
HOURLY PLAN CHECK -
101-0000-42600
2.25
$157.50
$0.00
YES
HOURLY PLAN CHECK -
101-0000-42600
1.25
$87.50
$0.00
YES
Total Paid forBLDG CITY STAFF - PER HOUR: $245.00 $0.00
BSAS SB1473 FEE
101-0000-20306
0
_ __$1.00—__._j—$0.00_j____
r ---$0.00
_
'
---•Total Paid forBUILDING STANDARDS ADMINISTRATION
$1.00 $0.00
BSA:
PATIO COVER,
101-0000-42404
0
$133.43.
$0.00
_
DESIGNED
PATIO COVER,
101-0000-42600
0
$168.24
$0.00
DESIGNED PC
Total Paid for PATIO COVER / COVERED PORCH /-LATTICE' $301.67 $0.00
c�,yVATER SYSTEM
101-0000-42401
0
$12.09
$0.00
a
INST/ALT/REP
Printed: Monday, February 09, 2015 2:06:31 PM 2 of 4 C SYSTEMS
=� DESCRIPTION,
ACCOUNT
QTY'
AMOUNT
PAID
PAID DATE,..
- RECEIPT#
'CHECK#
~METHOD:"'
PAID BY-' •
CLTD!
, _
WATER SYSTEM
101-0000-42600
0
$12.09
$0.00
1/5/2015
1/8/2015
REVISIONS REQUIRED
SEE ATTACHED
INST/ALT/REP PC
CORRECTIONS REQUIRED
--Total Paid for PLUMBING FEES: $24.18 $0.00
SMI - RESIDENTIAL
101-0000-20308
0
$1.17
$0.00..
-
12/19/2014
1/5/2015
12/29/2014
APPROVED
SETBACKS / HT OK
Total Paid forSTRONG MOTION INSTRUMENTATION SMI: $1.17 $0.00
TOTALS:00
RF\/IF1A/C
REVIEW TYPE"'_'.
. REVIEWER.:_.
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED
DATE DATE
RESULT REMARKS . " . NOTES'
FINAL"
REMARKS'
" '%
RF\/IF1A/C
REVIEW TYPE"'_'.
. REVIEWER.:_.
-
SENT DATE
DUE DATEDATE
RETURNED
STATUS Y
REMARKS'
" '%
NOTES
, _
SEE ATTACHED CORRECTION LIST
NON-STRUCTURAL
JIM JOHNSON
12/19/2014
1/5/2015
1/8/2015
REVISIONS REQUIRED
SEE ATTACHED
CORRECTIONS REQUIRED
ASSIGNED TO WALLY NESBIT.
TRELLIS STRUCTURE LOCATION AND HEIGHT OK
PLANNING
WALLY NESBIT
12/19/2014
1/5/2015
12/29/2014
APPROVED
SETBACKS / HT OK
NO SB ISSUES
SOLAR UNDER SEPARATE PERMIT
JOHN
STRUC TO YOUNG -DUE 1/5/15. STRUC PC DOES
STRUCTURAL A
12/19/2014
1/5/2015
12/19/2014
REVISIONS REQUIRED
SEE ATTACHED
THOMPSON
NOT INCLUDE ATTACHMENT OF PANELS.
PATIO APPROVED WITH FUTURE HELIOCOL WATER
NON-STRUCTURAL
JIM JOHNSON
1/28/2015
2/4/2015
2/9/2015
APPROVED
APPROVED
HEATER.
STRUCTURAL
KATHRYN
1/28/2015
2/4/2015
2/6/2015
READY FOR APPROVAL
,
SAMUELS
- CONDITION
Printed: Monday, February 09, 2015 2:06:31 PM 3 of 4 _ CR
SYSTEMS
m 191 1
• • INFORMATION
ATTACHMENTS
AttachmentT a +? CREATED _ ,- OWNER ° ' : aDESCRiPT1UN� ,PATHNAME . ''SUBDIR ET.RAKIT:ENA BLED
DOC 1/8/2015. JIM JOHNSON 55-306 SHOAL 55-306 SHOAL' 0
CREEK.docx CREEK.docx
4
Printed: Monday, February 09, 2015 2:06:31 PM 4 of 4
CRWIYSTEMS
r
P.O. BOX I504
•f 4 4 "
BUILDING & SAFETY DEPARTMENT"
LA QUINTA, CALIFORNIA 92247-1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
PROPERTY OWNER'S PACKAGE
(760)777-7012
FAX (760) 777-7011
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 your name listing yourself as the builder of the 'property
improvements specified at
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: Redd and initial each statement below to signify you understand or verify this information.
Al. I understand a frequent practice of unlicensed persons is to have the property owner obtain an "Owner -Builder"
building permit that erroneously implies that the property owner is providing his or her own labor and material personally. 1, 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
o�� jn my property.
`(1 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.
3. I understand as an "Owner -Builder" I am the responsible party of record on the permit. I understand that;l may protect
myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my
own.
]tl� 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.
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 considered' an "employer"
under state and federal law.
tR 6. I understand if I am considered an "employer" under state and federal law, I must register with the state and federal
m
governent,. 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 m
laws ay 'subject me to serious financial
risk.
%7. I understand under California Contractors' State License Law; an Owner -Builder who builds single-family residential
structures cannot legally build them with the intent Vto 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 of the work is performed
under contract with a licensed general building Contractor.
1A 8. 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.
&L9. 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. I also 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.
10. 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:
11. 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.
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.
Signa*, on,
° er
�� � `11/1a I ) 9<:i:;T7P
)wing Authorization Form is required to be completed by the property owner only when designating
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 doc rents necessary o obtaian Owner -Builder
Permit for my project. y
Scope of Construction Project (or Description of Work): } WA�
Project Location or Address:
Name of Authorized Agent:
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 req fiDre�d�to, be p ' e ted n the pennit is issued to verify the op ty owner's signature.
Property Owner's Signature. IY� Dater �� �/
EGHNKAL INFORMATION AND Sl"ECMb.TIONS
THE FEATURE THE ADVANTAGE
Patented individual tube ,design - Allows expansion and contraction, eliminating cracks and leaks.,..
Lets roof breathe, 'keeping it: clean and dry.
Patented mounting hardware Eliminates hoses, clamps and straps. No gaps between panels for
smoother look; less than half the number of roof penetrations.
one-piece overmolded construction Eliminates welds and weld leaks.
Hurricane resistant Can withstand hurricane -force winds; Heliocol panels are approved
by most property and casualty insurance corners.
Low collector -head loss rate Reducespump.requirements.
Using the power of the
sun to heat your pool
A. Using your existing pool
pump, pool water is directed
through a series of valves to
your solar collectors.
B. Pool water enters the
solar collectors at the bottom
and rises to the top through
the individual tubes of the
collector. C. As the water
rises through the collector it
is heated by the sun's radiant
energy D. The water is then
returned to the pool to repeat
the cycle until your pool has
been warmed by the sun.
Certification Data
• ISO 9001:2008 and ISO 14001:2004
• Ortech International Laboratories
• Solar Rating & Certification Corporation (SRCC)I
-.Solar Energy Analysis Laboratory (SEAL)
• DSET Laboratories, Inc.
• HRS, Florida (Required for commercial use)
• Florida Solar Energy Center (FSEC)
• City of Los Angeles #RR -4508
• British National Water Council (for potability)
• German Federal Health Board
• NSF 50 for Recreational Water Facilities
Enjoy Year -Round Leisure Living.
SOLAR POOL HEATING. ENGINEERED FOR UFE o .
HC -204 10/2011
^Bin # - � r.,,.. L
' ,' Cray of LaQurnta
,.
Building 8t Safety Division
Permit #
* =L '. P.O. Box 1504,78-495 Calle Tampico .
La Quinta,CA 92253- (760)'777-7012
Building Permit Application and Tracking Sheet
Project Address: C C Owner's Name.• W
A. P. Number: • . Address: ,tyll� -01
•
Legal Description: City, ST, Zip ' h 434, 6112 57
Contractor•P � -17140"
'Tele hone:'
Address: ``s _ Prcject.Description:
City, ST, Zip: i h , W X 4e0' -'A1*W wg�
Telephone:,?lo
Panel sutwl—ILMP
State Lie. # City Lia
Arch., Engr., Designer:
Address: T ,
city, ST, Zi
Tele hone:
Constructionn Type: _ Occupancy:
cY:
State L
. _ 4iifi
i .#•
c
Project tYPa (circle on w
Add'n Alter Repair
Demo
Name of Contact Person. Sq. Ft..' # Stories: = #Units:
Telephone #:of Contact Person: f0e) Estimated Value of Project.
7%9'3%pl- CA :QO NOT WHITE BELOW THIS LINE '
# Submittal Req'd Rec'd TRACKING . PERMIT FEES,
Plan Sets Plan Check submitted '. Item Amount
Structural Calcs. i Reviewed, ready for corrections ;: Plan Check Deposit
Truss Calcs. - Called Contact Person Plan Check Balance.
Title 24 Calcs.'Plans picked up •• 8 Construction
Flood plain plan Plans resubmitted I ( Mechanical
Grading plan Review, ready for correctns/issue Electrical
Subcontactor List. Called Contact Person 2 Plumbing
Grant Deed a Plans picked up S.M.I. , - ,
H.O.A. Approval . Plans resubmitted _ Grading r ,
IN IiOUSE:- '`u Review, ready for correctionsBssue ' Developer Impact Fee
Planning Approval Called Contact Person A.I.P.P. I
Pub. Wks. Appr Date of permit issue
SchoolTees
r Total Permit Fees
�I ,a _ 5 Ila
a'
Sic a -PP 24 ( t
�I ,a _ 5 Ila
a'
Sic a -PP 24 ( t
R TECHNICAL INF9RMATI0N AND SPEOFICAT1,10 .
r SOLAR POOL HFATW4r-E CMEERMFORI.ffF.
{ ' .
Tie Hel,eoco
. Adva nta e L :_
. `••_ T •. r�' � ,mss �. - ,� '1• '�' ff�. '
•' .. ., + - ` • � _A "; .. a.. a i„ •+ � _ •
THE FEATURE THE ADVANTAGE
-Allows expansion and contraction; eliminating cracks and leaks. ' n
Patented individual tube design`,% Lets roof breathe "keeping it.clean and dry
►s , `
Patented mounting hardware Eliminates hoses, clamps and straps. No gaps'between paner
panels fo`
smoother look; less than half the number of roof penetrations.
One-piece_ over-molded.construction + Eliminates welds and weld leaks. °• -
• ' Can withstand hurricane-force winds; Heliocol panels are approved
Hurricane resistant • , by most property and casualty insurance carriers.
Low, collector-head loss rate V Reduces. pump` requirements rJ11R
Using the power of the c "�. Certification Data
sun to heat your pool • ISO 9001:2008 and ISO.14001:2004
A. Using your existing pool • Ortech International Laboratories r,
pump, pool water is directed a
through a series of valves to + • Solar Rating & Certification Corporation (SRCC)
your solar collectors. • Solar Energy Analysis Laboratory (SEAL)
IL Pool water enters the +
• . solar collectors at the bottomB j • DSET Laboratories, Inc.
and rises to the top through'
the individual tubes of the •HRS, Florida (Required for commercial use)
collector. C. As the water j • Florida Solar Energy Center (FSEC)
rises through the collector it p '
is heated by the sun's radiant �. • City of Los Angeles #RR-4508
energy D. The water is then - ,� • ri ish�N fiondl Wafer Gou cil (for potability)
returned to the pool to repeat � � - �Q� � i 'm B r i
the cycle until your pool has 4 c f•• Gan:Eederol`Heart' Bo rd
been warmed by the sun. , ; - '• ` 3UiL,DING 9M, -" ° �'°-'° ��
-- _ - r NSF'S0 for Recre' Tonal Wa er Facilities
PF � t��
FOR CONSTRUCTION
__• __ _ _ - _ Enjoy Yewzgound Lgt�sure Livina.
SOLAR POOL HFAYING- EMGRiFERED FOR uFe o . r - HC-204 10/2011
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7 W/ CANTILEVER OPTION-
• - (Pg. 1 of 49) _ Drawings prepared in accordance with
• . •, Duralum Products, Inc. Engineering -
_ Packe. Drawings are prepared by.
Ben Haney
• DlYpotio ,
V . - • sales@diypatio.com
„ _ (951) 265-3078
2 GUTTER PIECES COME
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TAILS ® 24" D.C. 2 FASTENERS PER FOOT COSMETIC ONLY -WILL NOT
14 SMS) PER AFFECT STRUCTURE'S RIGIDITY
MINIMUM (#
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Drawings prepared in accordance with Duralum
Products, Inc. Engineering Packet. Drawings are
prepared by.
Ben Haney
DlYpotio
sales®diypatio.com
(951) 265-3078
Permit Number: BPAT2014-1043
Applied: 12/19/2014 Approved:
Issued: Finaled:
Status: UNDER REVIEW
Parent Permit:
Parent Project:
Details:
Description: 630 SQ FT PATIO AND SOLAR SUPPORT STRUCTURE
Site Address: 55306 SHOAL CREEK
City, State Zip Code: LA QUINTA, CA 92253
Applicant: PGA HOMEOWNERS ASSOCIATION
Owner: PGA HOMEOWNERS ASSOCIATION
Contractor: <NONE>
LIST OF
��' _ ,RETURNED
SENT DATE DUE DATE TYPE CONTACT STATUS REMARKS.
. AKS DATE 9 $
Review Group: BLDG 15T (2WK)
12/19/2014
1/5/2015
NON-STRUCTURAL
BUILDING BUCKET
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'12/29/2014
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12/19/2014
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STRUCTURAL.
JOHN THOMPSON
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Printed: Monday, 29 December, 2014 1 of 1
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Mix Design Report
Superior Ready Mix Concrete, L. P.
1508 W Mission Rd
Escondido, CA 92029
' 760-745-0556
Mix ID# D837P-- 4500 PSI.1" (0]
This design is being submitted for approval. Conformance with specification should be reviewed.
I
Contractor: PGA West
Project: PGA West
Compressive Strength
4500 psi at 28 days
Aggregate size:
" '- 2 mm
Air:
1.2±1.0%
Water/Cement ratio :
0.45
slump:
4.00 t 1.00 in -
Source of Concrete: SUPERIOR READY MIX CONCRETE
Construction type
Placement: TRUCK PLACE / 4" PUMP
Unit Weight : 147.89 pcf
Design Date : 01/14/2015
Constituents :
Quantity
Density
Volume
ASTM C150 TYPE IIN CEMENT
559 Ib
3.150
2.84
ASTM C618 CLASS "F" FLYASH
99 Ib
2.200
0.72
Water
296 lb
1.000
4.74
ASTM C33 #57 ROCK
1418 Ib
2.670
8.51
ASTM C33 #8 ROCK
350 Ib
2.640
2.13
ASTM C33 FINE AGG
1269 ib
2.640
7.70
ASTM C494 TYPE A WATER REDUCER
26.32 floz (US)/yd'
1.000
0.03
Air
1.2%.
0.32
Total:
3993
27.00
Remarks
CIFYOF LA QUINT,
. BUILDING & SAFETY DEPT.
APP
Reported by Superior Ready Mix L.P.
Approval�by : FOR CONSTRUCTION
Date : 01/01/2015
Date : DATE_/ / gy
Mix Design Report ` `r
Full gradation analysis -.Percent passing 1.
Sieve 'Agg. 1 Agg. 2 - Agg: 3 -Agg. 4 . Agg: 5 1 Paste Total Aggr.
1 1/2" 100.00 100.00 100.00 _ 100.0 100.0 100.0
3/4" 78.00 100.00 100.00 .100.0 93.1 89.8
3/8" 11.00 98.00 100.00 _ 100.0 71.8 58.5
#8 3.00 84.00 100.0 56.3 35.6
0 =M•r ; <r1'00.0 ; 49:2
00
#30 36.00 100.0 42.3 15.1
#350 s r r� x , x a;gOp ," X100 0. ,237:2$ Y76
# 100 '7.00 - 100.0 34.0 3.0
# 325 99.0 32.0
• - Liquid � - � � k � � �� �a � �3 £' �588 {,t � 18:9 "�,��' ,�� •
Pan 1
% Agg . 46.40 • 11.60 42.00
t , "' �'� F , 31 5 � ,7;88 � 28.53 e _. •� � � ,n . .
`.... Agg. 1 : ASTM C33 #57 ROCK
Agg. 2:, ASTM C33 #8 ROCK z,
Agg. 3 : • ASTM C33 FINE AGG
cum mulative Pertent Paw Chart
._.. .
II
<.
i
3
U
f
4 i
80°
Combined Aggregate
Combi s
2
if
>E Total
�
70
a
z i
u
2
1-50:
a �,
r
Est
y 40
,
r
As
•S �` -'
_:
Q -.
"A 2Ei� 2
�.. C6
d�:, (
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7
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2'" L
4i`i Y
,
I\ t
0
.'.sk SE �.f;
Y
z4 ,�'
? F £3 5 Y _ $1'1•S�
1 ^I[.P
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ii i ik
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f
#; d t
Particle
,.
C
Superior Ready Mix Concrete,, L.P.,
1508 W Mission Rd
Escondido, CA 92029
D837P - - 4500 PSI 1" (0]
Cast date
Slump
Conc Temp
7 Day PSI
28 Day PSI
03/23/2012.
4:00
72
4070
5675
03/23/2012
3.75
74
3810
5670
03/23/2012
4.00
74
4190
5650
03/23/2012
4.00
73
3790
5365
03/28/2012
3.50
69
3720
5155
04/06/2012
3.50
71
3470
4830
04/06/2012
6.00
71
3700
4785
04/06/2012
3.75
74
3770
5305
04/12/2012
3.50
64
2870
4960
04/12/2012
4.50
75
4100
5690
04/16/2012
3.50
75
4700
6503
04/24/2012
5.00
77
3340
4740
04/27/2012
3.50
71
3740
4925
04/30/2012
3.00
71
3260
4910
04/30/2012
3.75
72
3230
5365
04/30/2012
3.50
74
4120
5180
04/30/2012
4.00
74
3810
5155
05/02/2012
5.00
77
3980
5597
05/07/2012
4.50
70
3900
5413
05/08/2012
3.00
71
3700
5040
05/09/2012
3.00
73
4020
5623
05/24/2012
6.00
73
3820 '
5410
06/15/2012
4.25
81
3790,
5085
09/20/2012
4.00
81
3080
4810
10/19/2012
4.00
87
3600
4660
11/12/2012
3.50
80
3380
5145
03/13/2013
7.00
88
3700.
5130
05/02/2013
5.00
89
: 3450
4695
05/16/2013
6.00
84
3330
4815
06/11/2013
5.50
91
3350
4545
4.250
.76.0
3693
5194
Average
1.015
6.5
376
421
STD
3.00
64
2870
4545
Low
7.00
91
4700
6503
High
Number of observations:
30
MITSUBISHI CEMENT CORPORATION
Art CERTIFICATE OF TEST
Source: Cushenbury Plant Portland Cement - Type I, II, II (MH) & V Date: 12/8/2014
ASTM designation: C 150 - 12 for Type I, II, II (MH) & V low alkali Cement Production Period
CALTRANS Specification: Section 90 - 2.01 for Type II modified and V (2006) From: 11/1/2014
Specification: Section 90 -1.02B(2) (2010)
NDOT Specification: Section 701- 3.01 for Type II and V To: 11/29/2014
AZDOT Specifications Subsection 1006-2.01 for Type II and V
Chemical Composition:
Silicon Dioxide (SiO2), %
Aluminum Oxide (A1203), %
Ferric Oxide (Fe203)1 %
Calcium Oxide (CaO), %
Magnesium Oxide (MgO), %
Sulfur Trioxide (SOA %
Loss on Ignition (LOI), %
Insoluble Residue
Total Alkali (%Na20 + 0.658 * %K20)
Tricalcium Silicate (C3S), [b] %
Tricalcium Aluminate (C3A), [b] %
C4AF + 2 *C3A [b]
C3S + 4.75*C3A [b]
Co" %
Limestone, %
CaCO3 Limestone Purity, %
PHYSICAL RESULTS:
Blaine Fineness (M2 /kg)
325 Mesh (% Passing)
Autoclave Expansion (%)
Time of Set Initial Vicat (minutes)
Air Entrainment (% Volume)
Heat of Hydration at 7 Days (kJ/kg)
False Set, %
Color, (L value)
Compressive Strength Test:
1 Day
3 Day
7 Day
28 Day October 2014
ASTM C-150 Limits
Test
Type I
Type II
Type V
Results
----
20.0
----
Min.
20.8
----
6.0
----
Max.
3.9
----
6.0
----
Max.
3.8
----
---
----
63.5
6.0
6.0
6.0
Max.
2.4
3.0
3.0
2.3
Max.
2.2
3.0
3.0
3.0
Max.
2.1
0.75
0.75
0.75
Max.
0.30
0.60
0.60
0.60
Max.
0.45
----
---
----
56
----
8
5
Max.
4
----
--
25
Max.
19
----
100
----
Max.
74
----
---
----
1.5
5.0
5.0
5.0
Max.
3.8
70
70
70
Min.
92
260/--
260/430
260/-- Min / Max
386
----
---
----
98.0
0.80
0.80
0.80
Max.
0.02
45/375
45/375
45/375
Min. / Max.
119
12
12
12
Max.
6.8
---
----
----
[a]
347
50
50
50
Min.
91
---
----
---
55
Type I Type.II ,
Type V
MPA
PSI
MPA psi MPA
psi MPA psi
---- -- --
--- ---
---
15.0
2176
12.0 1740 10.0
1450
8.0 1160
Min. 24.9
3616
19.0 2760 17.0
2470 15.0
2180
Min. 31.7
4598
---- --- --
--- 21.0
3050
Min. 43.0
6242
This cement has been sampled and tested in accordance with ASTM standard methods and procedures. All
tests results are certified to comply with the type specification designated above. No other warranty is made
or implied. We are not responsible for improper use or workmanship. [a] For information only. [b] Adjusted per
ASTM C150 A1.6
e n
MITSUBISHI'CEM°1tia� N�CORP�Q:RATION
BULDIM5ushenbury-plant
t�� pyh
FCS .�
xR-51,45
p y
Tom Gepford
DATE Quality Control Manager
MITSUBISHI CEMENT CORPORATION
CERTIFICATE OF TEST
Source: Cushenbury Plant Portland Cement - Type I, II, II (MH) & V Date: 12/8/2014
ASTM designation: C 150 - 09 for Type I, II, II (MH) & V low alkali Cement Production Period
CALTRANS Specification: Section 90 — 2.01 for Type II modified and V From: 11/1/2014
Specification: Section 90 —1.02B(2) (2010)
NDOT Specification: Section 701— 3.01 for Type II and V To: 11/29/2014"
AZDOTSpecifications.Subsection 1006-2.01 for Type II and V
Additional Data
Limestone Addition
% Addition:. ;
3.8"
Si02 (%)..
4.9
A1203 (%)
1.2
Fe203 (%)
0.4 .
CaO (%)
50.3
S03(%)
0.1
Base Cement Phase Composition
C3S
58
C2S
17
C3A
4
C4AF
12
We certify that the above described data represents the material used in the cement manufactured during the
production period indicated.
MIVBI'H�' p -Al COP TTO'
Ceushe(Tnbu planI �
t {�
�'ToyIn Gepf rd1"IQN
Quality Control Manager
DATE_ --_-BY
Product Name: Portland Cement
r' Revision Date: March 2007 ''
Page 1 of 8 -' Ak MITSUBISHI CEMENT CORPORATION
MATERIAL SAFETY DATA SHEET
SECTION 1 IDENTIFICATION .. '
PRODUCT
Product name(s): Portland Cement
Trade names and synonyms: Cement, Hydraulic cement, Portland cement silicate
Chemical family: Calcium compounds. Calcium silicate compounds and other calcium
compounds containing iron and aluminum make up the majority of.this product. Major
compounds: ,
3CaO - Si02 Tricalaum silicate
2CaO • SiO2 Dicalcium silicate -
3CaO-AI203Tdcalcium aluminate ' r f
4CaO • A1203 • Fe203 Tetracalcium alumftlerrite
CBS04.21-120 Calcium sulfate dihydrate or Gypsum
Product use: Building materials, construction, -a basic ingredient of concrete.
COMPANY IDENTIFICATION:
MANUFACTURER TELEPHONE NUMBERS:
Mitsubishi Cement Corporation ; , Phone:....... (760) 248-5184
Cushenbury Plant t }� Fax: ......... (760)248-9002
5808 State Highway 18 '
Lucerne Valley, CA 92356 ' `Contact Person: David Rib
EMERGENCY TELEPHONE NUMBER: Call 911 for local,emergency services.`
SECTION 2 HAZARDS IDENTIFICATION
EMERGENCY OVERVIEW:
Portland cement is a gray or white powder. A single short term exposure to the dry powder'is not likely to
. cause serious harm.Da ngerl Overexposure to wet Portland cement can cause serious,
potentially, Irreversible reversible skin or eye damage In the form of chemical (caustic) burns,
Including third degree burns. The same serious Injury can occur H wet or moist skin
has prolonged exposure to dry, Portland cernent: • ` ,
OSHA HAZARD COMMUNICATION STANDARD: This material is considered hazardous under the
OSHA Hazard Communication Standard (29 CFR 1910.1200) and the California Hazard Communication
Standard (Title 8 CCR 5194). '
POTENTIAL HEALTH EFFECTS: ` • , - ,'
f Primary Route(s) of Exposure: skin contact, eye contact, and inhalation -
Eve Contact: Exposure to dust _may cause imme-a-m e- rddelaygd-lnitation-orinflamm. atiGh- Eye contact ;
by larger amounts of dry powder or splashes of wet9PortlandoemeM jr�ay-cauui6P1fUc n�ging from
moderate eye irritation to chemical burns and blindness.lSuch.exposures require Immediat first aid (see r
Section 4) and medical attention to prevent si nific"ant°r a'm"P'ag"e�'4�thefeye.= I r DEP
RCY
Skin Contact: Contact with cement can taus drying of�theaskin, irritation severe chemical bums (thins
degree), and dermatitis. Overexposure to wet men can cause severe skiin damage in thi form of
r chemical burns, including third degree bums. he same severe injurycan occur if wet or moist skin is
exposed to dry Portland cement Clothing wet w& -m from cent can transmit the austic effects
Product Name: Portland Cement
Revision Date: March 2007
Page 2 of 8 MITSUBISHI CEMENT CORPORATION
to the skin, causing chemical burns. Portland cement causes skin bums with little warning; discomfort or
pain cannot be relied upon to alert a person to a serious injury. You may not feel pain or the severity of
the burn until hours after the exposure.
Portland cement can cause dermatitis by irritation and allergy. Irritant dermatitis is caused by fine particles
of cement that abrade the skin mechanically and cause irritation resulting in dermatitis. Portland cement
may contain trace amounts of hexavalent chromium. Hexavalent chromium Is associated with allergic skin
reactions which may appear as contact dermatitis and skin ulcerations. Persons already sensitized may
react to their first exposure to cement. Other individuals may develop allergic dermatitis after repeated
exposure to cement: The symptoms of allergic reactions may include reddening of the skin, rash, and
irritation. Symptoms of chronic exposure to wet cement may include reddening, irritation, and eczematous
rashes. Drying, thickening, and cracking of the skin and nails may also occur.
Inhalation: Dusts may irritate the nose, throat, and respiratory tract. Coughing, sneezing, and shortness
of breath may occur following exposures in excess of appropriate exposure limits. Prolonged and
repeated inhalation of respirable crystalline silica -containing dust in excess of appropriate exposure limits
has caused silicosis, fibrosis or scar tissue formations in the lungs.
Ingestion: Although small quantities of dust are not known to be harmful, ingestion of large quantities
may cause severe irritation and chemical bums of the mouth, throat, stomach and digestive tract. Do not
ingest Portland cement.
Carcinogenicity: Portland cement is not listed as a carcinogen by NTP, OSHA, or IARC. However, it
may contain trace amounts of substances listed as a carcinogen by NTP, OSHA and IARC: crystalline
silica, chromium VI compounds, nickel compounds, lead compounds. Waming: Crystalline silica,
chromium (hexavalent), nickel compounds and lead compounds are known to the State of California to
cause cancer. (Title 8 CCR 5194 (b)(6)(B)-(C).}
Reproductive Toxicity: Portland cement may contain trace amounts of nickel and lead compounds.
Warning: Nickel and lead compounds or substances are known to the State of California to cause birth
defects or other reproductive harm. (Title 8 CCR 5194 (b)(6)(B)-(C).)
MEDICAL CONDITIONS WHICH MAY BE AGGRAVATED BY EXPOSURE'
Contact with wet cement may aggravate existing skin conditions. Inhaling dust may aggravate existing
respiratory and lung diseases. Dust may aggravate existing skin and eye conditions. Sensitivity to
hexavalent chromium can be aggravated by exposure.
SECTION 3 COMPOSITIONS 1 INFORMATION ON INGREDIENTS
Hazardous Substance(s):
Name CAS # Percent (by weight)
Portland Cement 65997-15-1# 100°%
xPortland cement is a statutory mixture which contains calcium silicate compounds and other calcium
compounds containing iron and aluminum that make up the majority of the product.
Hazardous Constituents Contained In Portland Cement:
Name CAS .t>=
Gypsum; calcium sulfate 13397-24-5; il 77I8&
Crystalline silica (quartz) 14808-60-7Q
Limestone; calcium carbonate 1317-65-3; 471 -
Calcium oxide 1305-78-8
Magnesium oxide 1309-4$-4
�1XgY OF LA QU1 H g4O/"t A
0: 3°%
UILDING & SAFO,Tljl4° T.
PAR- PMV0 r1:5°%
FOR CONST RUC &C'4%
I DATE BY
Product Name: Portland Cement
Revision Date: March 2007 Y
Page 3 of 8 r MITSUBISHI CEMENT CORPORATION
SECTION 4 FIRST AID MEASURES
SKIN CONTACT
Heavy exposure to Portland cement dust, wet concrete or associated water requires prompt attention.
Quickly remove contaminated clothing, shoes, and leather goods (e.g. watchbands, belts), Quickly and
gently blot or brush away excess, Portland cement. Immediately wash'thoroughly with lukewarm, gentry
flowing water and nonabrasive soap. Seek medical attention for rashes, bums, irritation, dermatitis and
prolonged unprotected exposures to wet cement; cement mixtures or liquids from wet cement. Burns.
should be treated as caustic bums. Portland cement causes skin bums with little warning; discomfort or '
pain cannot be relied upon to alert a person to a serious injury. You may not feel pain or the severity of
the bum until hours after the exposure. ,
EYE CONTACT `
k
Quickly.and gently blot or brush Portland cement off the face. Immediately flush the. contaminated eye(s)
with lukewarm, gently flowing water for 15-20 minutes, while holding the eyelid(s) open. Take care not to '
rinse contaminated water into the, unaffected eye or onto the face. Immediately obtain medical attention.
INHALATION
Remove source of contamination or move victim to fresh air, if breathing is difficult, trained personnel
should administer emergency oxygen. DO NOT allow victim to move about unnecessarily. Seek medical
help if coughing and other symptoms persist. Inhalation of large_amounts of Portland cement requires
immediate medical attention. '
INGESTION
NEVER give anything by mouth if,victim is rapidly losing consciousness, or is unconscious or convulsing.
Have victim rinse mouth thoroughly with water, DO NOT INDUCE VOMITING. Have victim drink 60 to 240
mL (2 to 8 oz.) of water. Immediately obtain medical attention.
SECTION 5 FIRE -FIGHTING MEASURES
EXTINGUISHING MEDIA
Use extinguishing media appropriate for surrounding fire. f
PROTECTIVE EQUIPMENT AND PRECAUTIONS FOR FIREFIGHTERS
Although Portland cement poses no fire -related hazards, a self-contained breathing apparatus is--
recommended
s.recommended to limit exposure to combustion products when fighting any fire.
SPECIFIC HAZARDS ARISING FROM THE MATERIAL
Avoid breathing dust. Wet cement is caustic.
Hazardous combustion products: none known,-, .
SECTION 6 ACCIDENTAL RELEASE MEASURES
PERSONAL PRECAUTIONS Wear, appropriate personal protective equipment as described in Section. '
8. Avoid inhalation of dust and contact with skin.
METHODS FOR CLEAN-UP Carefully shovel dry spil of �d mdenal ad p ai nce�n s u N61e�c� ner. Avoid
generating dust and actions that cause dust to become airborne�fScxage up wet �natenal lace in an
appropriate container. Allow the material to,dry or solidify before disposal:
I vrt_LehAU WSAFETY [SEPI-.
ENVIRONMENTAL PRECAUTIONS Do not attempt to washj91q and cRof do�n dra ni s. Prevent
spilled materials from inadvertently entering streams, drains, of sewe�rsJLa`ge-�sp'r`Ils to*&aterways r iay be -
hazardous due to alkalinity of the product.
t DATE BY
Product Name: Portland Cement ,
Revision Date: March 2007
Page 4 of 8
Ak MITSUBISHI CEMENT CORPORATION
SECTION 7 HANDLING AND STORAGE '
HANDLING Persons using Portland cement should be familiar with its properties and hazards. A key to
using the product safely requires the user to recognize that Portland cement reacts chemically with water
to produce calcium hydroxide, that can cause severe chemical bums. Avoid actions that generate dust
and cause dust to become airborne. Avoid prolonged exposure to dust. Every attempt should be made to
avoid skin and eye contact with cement. Do not get Portland cement inside boots, shoes, or gloves. Do
not allow wet, saturated clothing to remain against the skin. Promptly remove clothing and shoes that are
dusty or wet with cement fluids and launder/clean before reuse. Wash thoroughly after exposure to dust
or wet cement mixtures. Do not enter a confined space that stores or contains Portland cement unless
appropriate procedures and protection are available. Portland cement can build up or adhere to walls of a
confined space and release or fall suddenly. Likewise, do not walk on top of Portland cement stored in
vessels, bins and silos due to risk of engulfment.
STORAGE Keep Portland cement dry until used..
SPECIFIC USES Drying Portland cement is hygroscopic -it absorbs water. Portland cement needs water
to harden. It will draw water away from any material it contacts -including skin. Respirable crystalline silica -
containing dust may be generated by Portland cement and when hardened product is subjected to
mechanical forces, such as sanding, crushing, grinding, or cutting.
SECTION 8 EXPOSURE CONTROLS 1 PERSONAL PROTECTION
EXPOSURE GUIDELINES
Exposure limits:
Name
OSHA PEL mg/ms
ACGIH TLV mg/m3
MSHA mg/ms
Portland Cement
10 (E)
Total dust
15
10 (if contains <1%quartz)
Respirable
5
Silicates (< 1 % crystalline silica)a
Crystalline silica (quartz)
Total dust
30 / (%Si02+2) .,
30 / (%quartz+3)
Res irableb
101 %Si02+2
0.025 (R)
10 / (%quartz+2)
Gypsum; calcium sulfate
Total dust
15
10 (E) (1)
10 (if contains <10/6quartz)
Respirable
5 .
Limestone; calcium carbonate
15
10 (E)
Total dust
5
10 (if contains <1%quartz)
Respirable -
Calcium oxide
5
2
5
Magnesium oxide
10(l)
Chromium VI compounds
0.005
Water soluble,
0.5
0.5
Insoluble
0.1
1
Nickelebcompounds le
10.1
�I
A QUI
TY ®021
INTA
Insoluble
1
1
Inorganic lead compounds, as Pb
0.05 I r��fEUv""''8
0'`05'"
0.15
BAlso an antiquated OSHA PEL of 50 mppcf; °Also aantiquatedjOSHAtPEL-6f 2.50/(%Si"42 +5) ppcf;
(E) = For particulate matter containing no asbestos a d < 1%�cryRaLlinersigca-(,k)CRe'~spir•ablefrtion;
(1) = Inhalable fraction. + I
_ I. DATE BY
Product Name: Portland Cement
Revision Date: March 2007
Page 5 of 8
Ak MITSUBISHI CEMENT CORPORATION
ENGINEERING CONTROLS
Avoid creating dust and actions that cause dust to become airborne. Use general or local exhaust
ventilation as required to maintain exposures below appropriate exposure limits. Use product in well
ventilated areas. If ventilation is not adequate, see the respiratory protection recommended below.
PERSONAL PROTECTION
Respiratory Protection: Ordinarily, a respirator should not be required when handling wet cement. Use
NIOSH approved respirators, when an exposure limit is likely to be exceeded, in poorly ventilated areas a
or when dust causes discomfort or irritation. Respirator use must comply with applicable MSHA or OSHA
standards, which include provisions for a user training program,. respirator repair and cleaning, respirator
fit testing, and other requirements.
- o
Hand Protection: Use impervious, waterproof, abrasion- and alkali -resistant gloves. Do not rely on
barrier creams in place of impervious gloves. Do not get Portland cement inside gloves.
Eye Protection: To prevent eye contact wear safety glasses with side shields, safety goggles or face
shields when handling dust or wet cement. Dust goggles should be wom in extremely dusty conditions.
Wearing contact lenses when working with cement is not recommended.
Skin and Body Protection: Use impervious, waterproof, abrasion- and alkali -resistant boots and
protective long-sleeved and long legged clothing to protect the skin from contact with wet Portland
cement. Where required to reduce foot and ankle exposure, wear impervious boots that are high enough
to prevent Portland cement from getting inside them. Do not get Portland cement inside boots, shoes, or
gloves. Remove clothing and protective equipment that becomes saturated with cement and immediately
wash exposed areas.
General Hygiene Considerations: Clean water should always be readily available for skin and
(emergency) eye washing. Periodically wash areas contacted by Portland cement with a pH neutral soap
and dean, uncontaminated water. Wash again at the end of the work. If irritation occurs, immediately
wash the affected area and seek treatment. If clothing becomes saturated with Portland cement, it should
be removed and replaced with clean dry clothing. Begin each day by wearing clean clothing and conclude
the day with a bath or shower.
SECTION 9 PHYSICAL AND CHEMICAL. PROPERTIES
Typical physical and chemical properties are given below.
Physical state: solid
Appearance: gray or white powder
Odor: odorless
Odor threshold: not determined
Specific Gravity: 2.3 3.1
Flammability: not flammable
Flash point °C (°F) [method]: not combustible
Flammable limits (approx. Volume % In air) — LEL: not applicable UEL: not applicable
Auto4gnition temperature OC (°F): not applicable
Boiling point/range °C ("F): > 1000°C (1832°F)
Melting point: > 1000"C (1832°F)I
®F l 'IQ,
Decomposition temperature: not determined
Vapor density @ 101 kPa (air =1111): not applicable
BUILDING & SAFETY DEPT.
Vapor pressure @ 20°C, kPa (mm Hg): not applicable
r-) ROVED
AP�
Evaporation rate (n -butyl acetate =1): not applicable
pH: 12-13
l FOR CONSTRUCTION
Log Pow (n-Octanollwater partition coefficient): not applicable
Solubility In water: slightly soluble (0.1-1.0%)
r
DATE BY
Product Name: Portland Cement
Revision Date: March 2007
Page 6 of 8 JW MITSUBISHI CEMENT CORPORATION
SECTION 10 STABILITY AND REACTIVITY
STABILITY: Stable. Keep dry until used. Reacts slowly with water forming hardened hydrated
compounds, releasing heat and producing a strong alkaline solution.
INCOMPATIBILITIES: 'Portland cement is highly alkaline and will react with acids to produce a violent,
heat -generating reaction. Toxic gases or vapors may be given off depending on the acid involved. Reacts
with acids, aluminum metals and ammonium salts. Aluminum powder and other alkali and alkaline earth
elements will react in wet mortar or concrete, liberating hydrogen gas. Limestone ignites on contact with
fluorine and is incompatible with acids, alum, ammonium salts, and magnesium. Silica reacts violently
with powerful oxidizing agents such as fluorine, boron trifluoride, chlorine trifluoride, manganese
trifluoride, and oxygen difluoride yielding possible fire and/or explosions. Silicates dissolve readily in
hydrofluoric acid producing a corrosive gas -silicon tetrafluodde.
HAZARDOUS DECOMPOSITION PRODUCTS: None known.
HAZARDOUS POLYMERIZATION: Not known to polymerize
SECTION 11 TOXICOLOGICAL INFORMATION
ACUTE TOXICITY Portland cement LDso/ LCw=-not available
CARCINOGENICITY
A: General Product Information
The Occupational Safety and Health Administration (OSHA), the National Toxicology Program (NTP) and
the International Agency for Research on Cancer (IARC) have not listed Portland cement as a
carcinogen.
B: Component Carcinogenicity
Crystalline silica (14808-60-7)
NTP: Known Human Carcinogen `
IARC: Monograph 68, 1997; (inhaled in the form of quartz or c ristobalfte from occupational
sources) (Group 1 (carcinogenic to humans))
CHRONIC TOXICITY
Crystalline silica is considered a hazard by inhalation. IARC has classified crystalline silica as a Group 1
substance, carcinogenic to humans. This classification is based on the findings of laboratory animal
studies (inhalation and implantation) and epidemiology studies that were considered sufficient for
carcinogenicity. Excessive exposure to crystalline silica can cause silicosis, a non -cancerous lung
disease.
SECTION 12 ECOLOGICAL INFORMATION
ECOTOXICITY: Portland cement hardens with water or moisture and is not expected to present unusual
ecotoxicity risks. See Sections 9 and 10 for relevant physical and chemical properties.
SECTION 13 . DISPOSAL CONSIDERATIONS
DISPOSAL RECOMMENDATIONS: I 'CITY OF LA QUINTA
Dispose of waste materials only in accordance with applicable federal, state; and local taws and
regulations. urs a��Y��a cx .yrrr� i v t9EPT.
REGULATORY DISPOSAL INFORMATION: If Portland cement as supplied evcRQe_s awastedoes
not meet the criteria of a hazardous waste as defined under the Resource Conservation a-Recove
Act (RCRA) 42 U.S.C. §6903 and 40 CFR 261. i Y -j Y �sY �� Y Y 0,28 ivY v ry
DATE BY
0
Product Name: Portland Cement
Revision Date: March 2007
Page 7 of 8 Ak MITSUBISHI CEMENT CORPORATION
SECTION 14 TRANSPORT INFORMATION
LAND (DOT): Not regulated for land transport
LAND (Transport Canada / TDG): Not regulated for land transport
SEA (IMO / International MartUrne Organization): Not regulated for sea transport according to IMO -
regulations
AIR (IATA / International Air Transport Association): Not regulated for air transport
SECTION 15 REGULATORY INFORMATION
USA REGULATIONS:
TOXIC SUBSTANCES CONTROL ACT (TSCA)
Portland cements are considered to be statutory mixtures under TSCA. Cement, Portland, Chemicals
[65997-15-1] is included on the TSCA Inventory.
CERCLA: This product is not listed as a CERCLA hazardous substance
SUPERFUND AMENDMENTS AND REAUTHORIZATION ACT (SARA) TITLE 1111 Information:
SARA (302/304) EXTREMELY HAZARDOUS SUBSTANCES (40 CFR 355):
This product contains no "Extremely Hazardous Substances".
SARA (311/312) REPORTABLE HAZARD CATEGORIES (40 CFR 370.2-370.21):
Immediate Hazard: Yes
Delayed Hazard: Yes
Fire Hazard: No
Reactive Hazard: No
Pressure Hazard: No
SARA (313) TOXIC RELEASE INVENTORY (40 CFR 372.65):
This product does not contain any constituents listed under SARA (Title III) Section 313 in amounts
requiring supplier notification under 40 CFR Part 372 Subpart C.
FEDERAL HAZARDOUS SUBSTANCES ACT (FHSA):
Portland cement is a "hazardous substance" subject to regulations promulgated under the FHSA.
CALIFORNIA PROPOSITION 65:
This product contains chemicals known to the State of California to cause cancer and birth defects or
other reproductive harm. (See Section 2.)
CANADA REGULATIONS:
CANADIAN DOMESTIC SUBSTANCES LIST (DSL):
Cement, Portland, Chemicals [65997-15-1] is included on the DSL.
WHMIS:
Portland cement is considered to be a hazardous material under the Hazardous Products Act as defined
by the Controlled Products Regulations (Class E - Corrosive Material) and is therefore subject to the
labeling and MSDS requirements of the Workplace Hazardous Materials Information System (WHMIS).
Due to the presence of crystalline silica, Portland cement i as Iso isted a ala a,?p a iTvAEA
Material. 16
BUILDING & SAFETY DEPT.
This product has been classified in accordance with the h and txite as of�th 1.0
Controfth, Prod`Ebts
Regulations (CPR) and the MSDS contains all the informati n required by the ControlledtiProducts
Regulations (CPR). F� R GONSTRU -1I -J
DATE BY
Product Name: Portland Cement
Revision Date: March 2007
Page 8 of 8 A& MITSUBISHI CEMENT CORPORATION
SECTION 16 OTHER INFORMATION
REVISION DATE: March 2007
REVISION INDICATOR: This version of the MSDS contains revisions in Sections: Ali sections
ABBREVIATIONS:
ACGIH = American Conference of Governmental Industrial Hygienists
CAS = Chemical Abstract Service
CERCLA = Comprehensive Environmental Response, Compensation and Liability Act
CCR = California Code of Regulations,
CFR = Code of Federal Regulations
DOT = USA Department of Transportation
IARC = International Agency for Research on Cancer
MSHA = Mine Safety and Health Administration
NIOSH = National Institute for Occupational Safety and Health
NTP = National Toxicology Program
OSHA = Occupational Health and Safety Administration
PEL = Permissible Exposure Limit
RCRA = Resource Conservation and Recovery Act
SARA = Superfund Amendments and Reauthorization Act
TLV = Threshold Limit Value
TRI = Toxic Release Inventory
TWA = Time Weighted Average
U.S.C. - United States Code
WHMIS = Workplace Hazardous Materials Identification Systeme
DISCLAIMER:
While the information provided in this material safety data sheet is believed to provide a -useful summary
of the hazards of Portland cement as it is commonly used, the sheet cannot anticipate and provide the all
of the information that might be needed in every situation. Inexperienced product users should obtain
proper training before using this product: .
In particular, the data furnished in this sheet do not address hazards that may be posed by other
materials mixed with Portland cement to produce Portland cement products. Users should review other
relevant material safety data sheets before working with this Portland cement or working on Portland
cement products, for example, Portland cement concrete. SELLER MAKES NO WARRANTY, EXPRESS
OR IMPLIED, CONCERNING THE PRODUCT OR THE MERCHANTABILITY OR FITNESS THEREOF
FOR ANY PURPOSE OR CONCERNING THE ACCURACY OF ANY INFORMATION PROVIDED BY
MITSUBISHI CEMENT CORPORATION except that the product shall conform to contracted
specifications. The information provided herein was believed by MITSUBISHI CEMENT CORPORATION
to be accurate at the time of preparation or prepared from sources believed to be reliable, but it is the
responsibility of the user to investigate and understand other pertinent sources of information to comply
with all laws and procedures applicable to the safe handling and use of product and to determine the
suitability of tate product for its intended use. Buyer's exclusive remedy shall be for damages and no claim
of any kind, whether as to product delivered or for non-delivery of product, and whether based on
contract, breach of warranty, negligence, or otherwise shall be greater in amount than the purchase rice
of the quantity of product in respect of which damages are-c]5im�.-l5-da.den sshagPgllerOpli�,able for
incidental or consequential damages, whether,Buyees claim, -is based qn contract,(breach�of warran ,
negligence or otherwise. BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
")RTE BY
r
-
i1ES01iitCE
ASTM C618
/ AASHTO
M295 Testing of
Pomona Terminal
Fly Ash
Sample Type: 3200 -ton
:
'Report Date: 12/19/2014
Sample Date: 10/17 - 10/21/14
MTRF ID: 2450PO
Sample ID: PO -059-14
^
y
- ASTM / AASHTO Limits ASTM Test
Chemical Analysis
Class F Class C Method
Silicon Dioxide (Si02) '
58.59
%
'Aluminum Oxide (A1203) '
21.83
Iron Oxide (Fe203)
4.62
0/0,
f
Sum of,Constituents
85.04
% `
70.0% min 50.0% min D4326 ,•
Sulfur Trioxide (S03)
0.58
%
5.0% max - 5.0% max D4326 s
Calcium Oxide (CaO)6.34
%
f D4326
Moisture '
0.04
%
3.0% max 3.0% max C311
Loss on Ignition
0.62
- %
. 6.0% max 6.0% max C311
5.0% max 5.0% max AASHTO M295
Available Alkalies, as Na2O
.1.16
%
not required C311
When required by purchaser'
1.5% max _ ' 1.5% max ' AASHTO M295
Physical Analysis
Fineness, % retained on #325
19.48
%
34% max ' 34% max C311, C430
Strength Activity Index - 7 or 28 day requirement
C311, C109
7 day, % of control ;
87
%
•75% min 75% min ;
28 day, % of control
87
%
' 75% min. 75% min
Water Requirement, % control
98:..
% "
' 105%max 105% max
Autoclave Soundness
0.00
%
0.8% max 0.8% max C311, C151
Density
2.30
C604
Headwaters Resources certifies that pursuantlo
current ASTM C618,protocol-for-testing; the -test -data -listed -herein
was generated by applicable ASTM methods and meets the requirements
ofASTitiI'C6�8. � 8
" �4�$ ��
OU $ I �1
,
BUILDING &�pSAFETY ni=�
M
ougRh
PF
Facility Manager
'..y(�R �,OhISTI�� w.J I A SA R1B
1
Materials Testing & Research Facility
`
2650 Old State Highway 113 ' , `
4;
° ' DATE BY
Taylorsville, Georgia 30178
P: 770.684.0102
^
F: 770.684.5114
r
HEADWATERS
RESOURCES
CLASS F FLY -ASH
SUBBITUMINOUS COAL FLY ASH
Navajo Generating Station, Page, AZ, U.S.A.
Material Safety Data Sheet
(801) 984-9400
Information Phone Number
(800) 241-7799
Prepared: August 20, 2001 (reviewed 6/08) Emergency Phone Number
SECTION 1 — MATERIAL IDENTIFICATION AND INFORMATION
INGREDIENT
FORMULA
%0
OSHA PEL2)
ACGIH TLV 12)
Aluminosilicate Glass
Contains Si, Al, Fe, Ca, Mg, TV
85-95
Not Listed (3)
Not Listed 131
Crystalline Silica Total
Respirable
Si02
Si02
1-10
See Note (5
301% Si02+2 (4)
101% Si02+2
0.3
0.1
Iron Mineral
Fe2O3
<7
10 (fume)
5 (as Fe)
Lime
CaO
<7
5
2
Magnesia
MgO
<2
15 (fume)
10 (fume)
Titania
T1102 '.
<2
15
10
Notes:
(1) Values approximate. This fly ash is the product of combustion of subbituminous coal. It is a complex inorganic substance
composed, primarily, of compounds of the elements silicon, aluminum, iron, and calcium, with smaller amounts of magnesium,
titanium, sodium, potassium and unburned carbon.
(2) Airborne exposure limits in mglm'.
(3) Not listed specifically by substance name. Exposure to aluminosilicate glass dust may be covered by inert or nuisance dust limits
of 15 mglm for total dust and 5 mg/m3 for respirable portion.
(4) The percentage of crystalline silica in the formula is the amount determined from airborne samples.
(5) Presence of respirable crystalline silica has not been established.
SECTION 2 — PHYSICAL / CHEMICAL CHARACTERISTICS
Boiling Point: N/A Specific Gravity (H2O =1): 2.2-2.8
Vapor Pressure (mmHg and Temperature): N/A Melting Point: >19900 F
Vapor Density (Air =1): N/A Evaporation Rate: WA
Solubility In Water: Slight Water Reactive: Not Reactive
Appearance and Odor: Fine Grey, Odorless Powder
SECTION 3 — FIRE AND EXPLOSION HAZARD DATA
Extinguisher Media: Use extinguishing matter suitable for surrounding fire. Auto Ignition Temperature: WA
Flammability Limits In Air (% by Volume): NIA LEL: N/A UEL: WA
Special Fire Fighting Procedures: N/A - Flash Point and Method Used: NIA
Unusual Fire and Explosion Hazards: None. This mineral matter is considered non-flammable and non-combustible.
Use fire extinguishing agent suitable for surrounding media. ,
SECTION 4 — REACTIVITY
Stability: Considered to be stable. s
Hazardous Decomposition Products: Decomposition products are unknown nd not s p®acted
Hazardous Polymerization: Hazardous polymerization not known to occur R CONSTRUCTION
Reactivity: Material is considered inert.
Conditions to Avoid: None.
?ATE BY
N/A = Not Applicable
SECTION 5 — HEALTH HAZARD DATA
PRIMARY ROUTES OF ENTRY:
Inhalation: Can irritate respiratory tract; long-term
exposure to respirable silica above the OEL may produce
silicosis in susceptible persons.
Ingestion: Possible, but very unlikely to occur in sufficient
quantities.
Skin and Eye Contact: Can dry and irritate the skin; is
not absorbed by skin. Can irritate eyes.
Hazardous: Is not considered hazardous.
CARCINOGEN LISTED IN:
NTP: Yes (Crystalline Silica)•
IARC Monograph: Yes (Crystalline Silica)'
OSHA: No
• Coat Ry ash is not a listed Carcinogen. Respirable CrystalAne silica
from occupational sources is listed as carcinogenic to humans
(Group f) by IARC. NTP lists sicca, crystaJtine (respirable) as a
compound that may reasonably be anticipated to be a carcinogen.
presence of crystalline silica in respirable dust has not been
established in this source.
HEALTH HAZARDS:
Acute: Fly ash may cause irritation to the respiratory tract, eyes, or the skin. Alkaline material; irritation may be
aggravated by the addition of moisture (sweat).
Chronic: Prolonged inhalation exposure may cause pulmonary fibrosis or chronic bronchitis.
Signs and Symptoms of Exposure: Irritation of eyes, skin, and respiratory system.
Medical Conditions Generally Aggravated by Exposure: May aggravate existing pulmonary condition if high dust
situation is created. Dusting conditions should not occur under normal use.
EMERGENCY FIRST AID PROCEDURES: '
Eye Contact: Flush for 15 minutes with water. Seek medical care as needed to remove particles and treat scratched
cornea.
Skin Contact: Wash with mild soap and water.
Inhalation: Remove to fresh air, seek medical attention if respiratory symptoms (coughing, chest tightness, shortness
of breath) persist.
Ingestion: Rinse mouth out with water. Induce vomiting if significant quantities are ingested.
SECTION 6 — CONTROL AND PROTECTIVE MEASURES
Respiratory Protection: If airborne dust exposure approaches the TLV or PEL (Section 1), use half -mask or full -face
air purifying respirator equipped with NIOSH or MSHA-approved high efficiency filters for protection against
pneumoconiosis -producing dust. An airline respirator may be required where dust levels are extremely high.
Recommend use of a NIOSH or MSHA-approved mask or respirator for nuisance dusts whenever dust is created
below TLV or PEL.
Protective Gloves: Limit contact with skin. Use rubber or cloth gloves as necessary.
Eye Protection: Wear goggles or face shield as appropriate. Avoid contact lenses.
Ventilation to be Used: Keep dust levels below PEL. Use general and local exhaust ventilation and dust collection
systems to keep dust levels within acceptable limits.
Other Protective Clothing and Equipment: Protective clothing may be necessary under heavy dusting conditions.
Hygienic Work Practices: Do not allow dust to get into eyes, to be inhaled, to be swallowed, or to remain on skin if
irritation occurs. Minimize dusting. Practice good personal hygiene. Wash or shower after use. Launder clothes as
normal.
SECTION 7 — PRECAUTIONS FOR SAFE HANDLING / LEAK PROCEDURES
Steps to be Taken If Material Is Spilled or Released: Do not create unnecessary airborne dust. Avoid inhalation. Use
water mist to reduce dust. Provide ventilation as appropriate. Use personal protection: respiratory, skin, and eyes.
Waste Disposal Methods: Fly ash is not classified as a RCRA hazardous waste. Material can be disposed of as inert
solid in a permitted landfill. Follow applicable federal, state, and local rules � AI
�
Precautions to be Taken in Handling and Storage: Avoid dust inhalation. 'Use=water an they avai a lee to
minimize dusting. Use personal protection. Follow good housekeeping+and pecsonallhygiene pracficesC.
Other Precautions and/or Special Hazards: Certain conditions (e.g. work-.in.,enclloosed, areasycoulftreate ov r -
exposure to trace elements. These activities should be evaluated for compliance with applicable standards.
FOR CONSTRUCTION
This MSDS has been prepared in accordance with the Hazard Communication Ruie 29 CFR 1910.1200. Information herein is based on data conside to be
accurate ss of date prepared. No warranty or representation, express or impried, is made as to the accuracy or completene,�F, s of this data and sa/ety i rmadon.
No responsO ity can be assumed by vendor for any damage orinjury resutttng from abnommal.u�, kd4me to_adhem_to r�commermded pwcUces _ocfro any
hazards inherent in the nature of the product.
Prepared by Headwaters Resources
_ Corporate Office: 10653 S. River Front Parkway, Suite 300, South Jordan, UT 84095
] � # � � •'�'. -`� � _.ova a +� n -
*h` ' s z «
ASTM C 33 Concrete Aggregate Testing
Plant Location: Dillon Cluarry Sample Date: 1/7/2014
.Sampled By: Chris H. Material: 1X4
Sample Location: Stock Pile Tested By: Chris H
Sieve Analysis ASTM C136/117 Testing Per ASTM & Caltrans .
Seive % %
Size Retained Passing Specs.
Notes: Alkaline Reactivity- 23 mmol/L, Disolved Silica- 17 mmol/L C I'rV
OF 1-A Q U I NTA
- This Aggregate is considered innocuous.
BUILDING & SAFETY DEFT.
• "All tests with the exception of the Alkaline Reactivity, Diwlved silica, end the L A Abrasion we're performed I h ® Y
FOR CONSTRUCTION
ROVED
T.®RUCTION
' DATE 1Specs.
V.
Test Performed Results .Specification Tets Standard
Soundness Sodium sulfate
5"
18% Max
C88
%Flat &Elongated
0%
D4791
Crushed Faces
..
D5821
Potential Reactivity .
See Notes
Resistance to Abrasion
1 1/2"
0
100
100
3/4"
24
76
1/2"
71
29
25-60
#4
99
1
0-10
#16
#30
•
#50
#100
4"
3
2"
Soundness Sodium sulfate
0.28%
18% Max
C88
%Flat &Elongated
0%
D4791
Crushed Faces
100%
D5821
Potential Reactivity .
See Notes
Resistance to Abrasion
C131/535
JAN 2 1 2014
CITY OF LA QUINTA
COMMUNITY DEVELOPMENT
hl0 AAS I. ' , 0
cAMPBELL • -n
mExp:
CIVIL
oil
I�
PATIO COVER SYSTEAM AS MFO. BY.: DURALUM PRODUCTS,
GENERAL NOTES: DESIGN REQUIREMENTS:
GOVERNING CODES:
1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE
2012 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA BUILDING AND RESIDENTIAL
CODES, ASCE/SEI 7 -10 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2010
ALUMINUM MANUAL -ADM 1-10. COLUMNS BEARING ON CONCRETE SLAB IS IN ACCORDANCE WITH 2012 IRC
AND 2013 CRC SECTION AH105.2 FOR 10 psf RESIDENTIAL CONSTRUCTION AND ACI318-11 FOR 20,25 AND 30
psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION.
DRAWING NOTES:
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE,
ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE
MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE
NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE
AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,.METHODS,
TECHNIQUES, SEQUENCES AND PROCEDURES.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE
AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE
SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED
CHANGE ORDER.
6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL.
7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
8. ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3
1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUAL TO ZERO.
9. A MAXIMUM COLUMN LOAD OF 750 POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON
EXISTING OR NEW CONRETE SLABS.
10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL
CARPORTS.
11. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1.
DESIGN CONSIDERATIONS:
11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT.
12. MINIMUM COVER PROJECTION IS 10'.
13. MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET, WHERE COVER IS ATTACHED TO THE
EXISTING OVERHANG.
14. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7.
15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN
ASCE/SEI 7.
16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES," IN
ACCORDANCE WITH ASCE/SEI 7.
17. THE RATIO (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 1806.3.4.
23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, AND CONFORM TO A500 GRADE B.
ROLL -FORMED STEEL MEMBERS SHALL CONFORM TO A653 SS GRADE 50 G60.
24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307. ALL BOLTS SHALL
HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
25. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE SIMPSON STRONG TIE.
26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR
1976 OR APPROVED EQUAL.
27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH
RESIDENTIAL ATTACHED PATIO COVERS ONLY (10 AND 20 PSF).
28. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2,
EXCEPTION 2.
WIND SPEED CONVERSION TABLE:
THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBC/IBC.
FOR USE WITH THE CRC/IRC, DIVIDE THE REQUIRED CRC/IRC WIND
SPEED BY 0.6
EXAMPLE: CRCIIRC WIND SPEED IS 85 MPH. THE COVER CONSTRUCTION
SHALL BE BASED ON 85 MPH = 110 MPH.
0.6
THOMAS IRAY WHERE SNOW LOADS OCCUR, IT IS THE REPONSIBILITY OF THE
CAMPBELL : CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL
%gof
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.
ThinkPad\Duralum\IAPMO 0195\5-21-14 Submittal\5-21-14 A 4.dwg, 8/25/2014 2:13:27 PM, CiutePDF Writer,
RESIDENTIAL'APPLICATIONS - CRC AND IRC APPENDIX H, CBC AND IBC CHAPTER 16, CBC & IBC APPENDIX CHAPTER I.
ROORLIVE 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:
4
1. TABULATED SPANS FOR SNOW LOADS HAVE BEEN ADJUSTED FOR ROOF APPLICATIONS,
2. BASIC,WIND SPEEDS: 110, 120,130 MPH, EXPOSURES B AND C. WIND SP
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'
eN
BUILDING & SAFE, DEPT,
A40PROVED
FOR CONSTRUCTION
CBC / IBC
WIND SPEED
EQUIVALENT CRC / IRC
WIND SPEED
110 MPH
85 MPH
120 MPH
93 MPH
130 MPH
101 MPH
C. MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING. 10 X 10
SEE CONVERSION METHOD, THIS PAGE,
FOR APPLICATION AND USE.
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.INF.ORMATION 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.
SITE DESIGN PARAMETERS:
SITE ADDRESS:
WIND SPEED & EXPOSURE:
ROOF / SNOW LOAD:
SHEETINDEX:
b SHEET # SHEET TITLE / DESCRIPTION
i
T-1 ........... TITLE SHEET, DESIGN LOADS, GENERAL NOTES
1 ............SOLID PANEL STRUCTURES
i' 2 ............OPEN LATTICE STRUCTURES Cly
3-4 5 ............MINIMUM FASTENERS Ca� &SAFETY .........PANEL SPANS TRI -V, W -PANEL & FLAT PAN &Jll. DI/oG LA QUI 'TA
4 DEPT.
6 ............RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIQSa J�a A�
7 ............HEADER BEAM TYPES, COLUMN / POST TYPES ��N �� I `s�'
8 ............EXISTING EAVE CONNECTION DETAILS ,jj T �,,
9 ............HANGER CHANNELS AND MOUNTING BRACKETS _��9�/r
10 ..........COLUMN / POST SURFACE MOUNT AND FOOTING EMBE MQ I�L�DET S
11 ...........LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER -OF -REQ. -COL'
12 ...........BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAI
13 ...........HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS
15-17 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH
18-20 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130 MPH
21-23 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH
24-27 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH
28-30 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH
31-33 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH
34-36 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH
37-38 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130 MPH
39-40 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH
41-42 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH
43-44 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH
45-46 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110=130 MPH
47 ...........INSULATED ROOF PANEL ATTACHMENT DETAILS
48 ...........SNOW DRIFT DESIGN
49 ...........SPAN REDUCTION FACTOR TABLES
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FOOTING WHERE REQUIRED
No. C37*8
EXP. 08131!.
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1115-21-14 A 5.dwg, 8/27201411:37:22 AM, CutePDF Wrfter,
No. C37948
EXP. =1 /. E
"• HO AS"I. '•,C
CAMPBELL
12 )4
EXP:
CIVIL •.
�NO.•184�A�
THOMAS IRAY
CAtAPaZ-L
24" TRI -"V" PAN
SOLID PANELS SPANS FOR COMMERCIAL & PATIOS
110/120/130 MPH EXP. B & C
6' / 8' x 2 Y:" FLAT PAN
.09R (I.S.)-
ALUM. ALLOY 3004-H36 OR EQUAL
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE 10
ROOF LIVE/SNOW LOAD, Psf
20 25 30 40 50
24" TRI -"V° PAN
0.88 0.83 0.75 0.80
24"x?_y2°°x0.018" 0.85
0.80 0.65 0.65 -
24"x2Y2"x0.024" 0.90
PANELT
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
LUSL
(IN.)
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
10'-3'
10'-3'
10'3"
10'3'
10'-3°
10'-3"
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8'-6°
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( •)
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7'-5'
12'-1"
13'-9' 13'-9" 13'-9^ 13'-9' ITT ' 13'-9"
12'-3'
12'-3"
1 r-3'
12'-3'
12-3'
12'3"
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9'-2°
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14'-3'
14'-3'
14'3'
14'3"
14'-3•
14"
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12'-1'
12'-1"
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11'-3°
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15'3'
8'13"
8'13"
8'4°
8'-4"
8' 4'
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16'4°
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T-5"
T-5'
7'-2"
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10'-1•
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10'-1'
10'-1°
10'-1'
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9'-1'
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9'-1'
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9'-1"
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9'-0°
9'-6°
l2�•
1 rte•
1 1'
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE 10
ROOF LIVE/SNOW LOAD, Psf
20 25 30 40 50
12"x3Yz°°x0.020"
0.88 0.83 0.75 0.80
24"x?_y2°°x0.018" 0.85
0.80 0.65 0.65 -
24"x2Y2"x0.024" 0.90
0.88 0.70 0.65
24"x2Y2°°x0.032" 0.90
0.88 -
(1) MULTI -SPAN REDUCTION FACTORS ARE ONLY
APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN
IN TABLE 1 ABOVE.
NOTE: PANEL FASTENERS
ARE SHOWN IN TABLES 1,2 AND 3, SHEET 4
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED -ja
FIGURE INDICATES
FREESTANDING
a PkAn ni ar,%r, :m i4 Si ihminaNS-21-14 A 5.dwa. 8/27/201411:39:36 AM, CLnePDF Writer,
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(ALL UNMARKED RADII .06R)
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TYP.
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T PAN -
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PWELT
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110 MPH SPAN
FLA
120 MPH SPAN
130 MPH SPAN
LUSL
PANELT
(IN.)
PANIELT
110 MPH SPAN 120 MPH SPAN 130 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
15'-10'
5'-10'
EXP.B
EXP.0
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( •)
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91-8"
91$"
9'-0"
9'$'
9' 8'
W
O w
10'-0"
10'-3"
10'-3"
10'-1"
10'-1"
9'-9'
a =
10'1{°
10'-0"
10'-4"
10' 4"
10' 4"
10'-4"
Q U)
11'-10°
11'-7"
11'-9"
11'-0"
11 6"
11'-2"
A
* r No. C37948
Exp.031311,
HO AS I. .�
CAMPBELL
Exp:
CIVIL •,�
4441S.•f 8444
THa%IAS [RAY
'•. C41PSELL
• FOOTNOTE: "SAMPLE"
' FIGURE INDICATES ATTACHED
FIGURE INDICATES FREESTANDING
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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) 21lx6 %2" AND
WALL HANGERS, 3"x8" AND
EXTRUDED AND 3"x8" WITH
6 %2" ROLL FORMED BEAMS
STEEL HEADERS
STEEL INSERT HEADERS
NUMBER OF NO.14 TEK OR SMS SCREWS
PER FOOT OF
NUMBER OF NO.14 TEK OR SMS SCREWS
NUMBER OF N0.14 TEK OR SMS SCREWS
o
BEAM LENGTH
PER FOOT OF WALL HANGER AND BEAM LENGTH
PER FOOT OF BEAM LENGTH
110 MPH 120 MPH 130 MPH"Y10'MPH,
DO
120 MPH 130 MPH
�O
m110
MPH 120 MPH 130 MPH
(XP.
EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C~
B=:EXP_._C],EXP. B EXP. C EXP. B EXP. C~
EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C
5'
1 1 1 1 1 21—
1 2 2 2 2 2
5
1 1 1 1
1 1 1 2 2 2
5 ,
1 1 1 1 1
1
6'
1 1 2 2 2
2 2 2 2 2 3,
6_
1 .1 1 1 1 2
1 2 2 2 2
6 ,
1 1 1 1 1 1
1 1 1 1 1 1
2
1 1 1 1 1 1
��
1 1 1 2 2 2 ,'j
2 2233 3
�7,
L
1— 1. 1�222 2
22�
,
1 1 1 1 1 1
c
2 2
1 1 1 1 1 2
8'
1 2 2 2 2 2
2 2 2 3 3 3
8'
`1` `1 2 2 2
2 2
8 r
1
.2 2 3=3
1
2g-
2 2 2 2 2 23 3 3 3 4
9
1 2 2 2222 3 23 2
9'
1 1 1
Al
10'
2 2 2 3 2 3 2 3 2 3 3 4
10'
3
1 2 2 2 2 2
10'
1 2
1 1 1 1 1 1
2 2 2 3 3 3
1 2 2 2 2 2
11'
2 3 2 3 2 3 2 4 2 4 3 4
11'
2 2 2 3 2 3 2 2 3
11'
1 1 1 1 1 2
3 3 3
1 2 2 2 2 2
12'
2 3 2 3 3 3 3 4 3 4 3 5
12'
2 2 2 3 2 3 2 3 2 2 3 4
12'
1 1 1 1 2
13'
2 3 2 4 2 4 3 4�34�3 5
13'
2, 2 2 1 3 1 3� 3^
13'
2 2 2 2
2 T',
1' 1 n 1 1 2 ..
• FOOTNOTE: "SAMPLE"
' FIGURE INDICATES ATTACHED
FIGURE INDICATES FREESTANDING
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HEADER BEAM TYPES
- Yr;
GUTTER
' 1 _ P EXT. CUP 0.37s W
{ 1 w
Z
0.61' 1.79" 'SS
�s SPLICE T=12 GA INSERT ALUMWHERE I . WHERE. Z z o
ALUM. w N
SPLICE f OCCURS ----\
GRADE 5ASTM 0 G60 3.0" SS OCCURS ALLOY H
606376
WHERE ti Q
N
SPLICE P OCCURS 4 I .032• 6.656° 7.0• 0 °'
WHERE , 1 4.6" ALUM. a
6.S 2. OCCURS I I 4.0•; 1 0.110' Q d
- 0.73° II. 11 I TYP. -a a 0
y I II 0.070• O.O6S - I I - FL z
0.07s II 3 0° TYP. TYP. I tom-- 3.0' y J w 0
x �• II II ; 2. I I wo6
awe
2. L ------J { 1 I I 3" SQ.x0.032"•ALUM. BEAM 0.375" - a o 0
. L----------- Z=
W/ 12 GA. STL. "U" CHANNEL m < 0
ASTM A653 SS GRADE 50 G60 t7s o w
t r __t2.93• _ 3.0" 3.0" y , 4.00" «
y .. 4.0' 1D
6.5" ROLFASCI 4" I -BEAM .� D 4.5" MAG GUTTER 7" I -BEAM
GUTTER FASCIA G BEAM F
A B AL ALLOY C . ALUM. ALLOY " ALUM. ALLOY zs ALUM. ALLOY 6063-T6
ALUM. ALLOY- y 6063:T6
60 -T6 6063-T6 �. W/ 1 "C" INSERT
3004-H36 �_- OEM,- - G .
ALUM. ALLOY 6063-T6 "'a a
-� - ' T_-12 OR : • - W/ 2 "C" INSERTS o__
Y I!•
ASTM - ALUM. ALLOY 6063-T6 N N
i 7.875° A653 SS r o
' y', _ ■ 3. �' + GRADE 50
G60 - NOTE:
" z
_ oNAt. , - 1 6.s A F d _ i' c_ 'Y WHERE'C' INSERT OCCURS AS SHOWN IN "G a
o.o3r ' •� fi «T a•o" ? SPAN TABLES, IT, SHALL BE INSTALLED THE
TVP. 8 °' r, - FULL LENGTH OF THE 7" I -BEAM.. � o
1.
��� •' y, n -1 i 0.04 s lx+� s r 0.042° x
Typ. - 0.625"
No. C370,48
t NOTE
EXP 031311 5 .. I �-, T '' r +' T '• 2.876 • _
BOTTOM NGEEACH HEADER S SHALL BE CUT AT W
f F--2.0" 3 0""x+ ! n , � {n c , ; ' 3"x$"X0.042" BEAM EACH INTERIOR COLUMN WHERE 3 -
i' MAX.
DBL.`2"X6.5"X0.042" . �' OR MORE COLUME OCCUR. M NOT.
F i t I I I I M�AA653
A. STL. INSERT. " CUT FLANGES AT END COLUMNS _
ALUM. ALLOY 3004-H36 ��` so• ;_ kF--3•or �+�--�3.0"--�-I GRADE 50 G60 " v' +
OR EQUAL ' p f} t,� w �
Q�iAL- Le' " n �� .' y 3"X8"X0.042" B r +* U,
' DBL. 2 x6.5 x0.032 r DBL`. 3x8"x0.042" BEAM 3"x8:'x0.042" BEAM
T:
+iNB + K - �' '� ALUM. ALLOY 3004-H36 W/ X12 GA .° STL. INSERT'''
ALUM. ALLOY 3004-H36, • � ALUM.'ALLOY 3004-H36 s� I
tt` R:EQ�JA N ASTM A653 GRADE 50 G60', -
R
OR EQUAL . .
x� tom. 1
t O E NOTE: WHERE 12 AND 14 GA STEEL INSERTS'
,
QUAL'
. _ •t � �.` _ i r - OCCUR AS SHOWN IN THE SPAN TABLES, •- '- �< < • ti - '4 - � ,•,.t , , ' ° a N' E
.f • + , THEY SHALL BE INSTALLED THE FULL LENGTH
aF a a OF THE 3"x8" BEAM. LL
•�` ' . T=12 OR "' COLUMN / POST TYPES
- 14 GA: r t , 2 6
ASTM t ' 1' 8 is
A653 SS
• r _ < DE 50
8!0-
G60 =3^sQ�xt�o �1,s8 M o LL
asr9�j.`E 5 - - - - p w
... , • , t - 042" {; v. 0.024" S
' HD �,A�a I p TYP. L . 0.032° ? �"� �_�+ O 444 U 3 a r
CAMPBELL • -T1 0.042" - 1 2 &'���.7�X1���:J•A O � v
p, • EXP._ - - _ . A ,..� ;-' .. J -4' .SQ.Xt=`�_SI.88" •
O 'G�VIt T PLASTIC IRF s ® r . -
d' • .'�� - - i �, PLUGS I
o• • 1:0D. 1 _ iu
FQ I✓' )� �K P 4"SQ:xt�--0.250" ~ -
1 �' • h---3.0' OCT
4.0"--Ti-�---3.0'-moi
MAX. 1 ! 040"ALUM , i
.048" STEEL #10 SMS "' �_ w
DBL. 3"x8"x0.042"BEAM ; • w *r �-,. E 2a D.C. � rE_ m"aim
� EA. SIDE "` I '�-"� � Y 3 '�` w N
W/ DBL. 14 GA. STL. INSERT 3.0" 28 ,�; 3.0-
' OR oaai
�• �Q ALUM. ALLOY.3004-H36 .032^ i o.o7s - 3.0° .
^y OR EQUAL ALUM. TVP. 4.0"
(§)t
�Q' • i�� " �t u M I �2.0°3:0"-+12.0"� I = t + rn
a. a12 ;p DBL. 3x8 x0.042 BEA 1►- 3.0"---� • _
P W/ DBL. 12 GA. STL. INSERT. �-3.0" 0
THOMAG MAY • 3" SQ. ALUM POST C 3" SQ: ALUM. POST - '� -
CAMpBE11 ALUM. ALLOY 3004-H36 B - 3 SQ• ALUM. POST
3.0" �3'0•� w "
OR EQUAL ALUM. ALLOY 3004 H36 ALUM. ALLOY_3004-H36 ` MAG POST . - 3.0^ oRa.o° o ~'
•° .. r - W
sjB ..°,,,..••�:�• '' µ(§�IDEPLATES SQ. STEEL POSTNOTE: WHERE 12 AND 1a GA STEEL INSERTS OCCUR AS HEIGHT LIMITED TO ; 3" S(,�„STEEL POST LLOY 3004-H36 ALUM. ALLOY ' R a N
-' SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED 10'-0" MAXIMUM. F OR EQUAL * 6063-T6 r ASTM A500 GRADE B
• THE FULL LENGTH OF THE 3°x8° BEAM.
ASTM A653 GRADE 50 CP60
1<•A<✓1P Am F..t.PnrWritar.. ;
A34 FRAMING ANGLE
SEE TABLE 2
FASTENERS, SEE TABLE 3 —
R.F. OR EXT. HANGER
CHANNEL, 2X OR 3X
RAFTER BRACKET
EXISTING LEDGER ORWAL,L HANGER` , EAVE CONNECTION DETAILS
NOTE: WHERE COVER CONSTRUCTION INCLUDES DESIGN (E) WALL COVER I}— 3/16' STEEL NOTE: BRACKET CAN BE LOCATED
DETAIL A OR B, SITE-SPECIFIC ENGINEERING IS LOADS OPENING PROJECTION g„ 0 1/4'0 HOLES,TYP. ANYWHERE ON EAVE.
REQUIRED TO VERIFY ADEQUACY OF THE EXISTING 0
\ STUD WALL FRAMING WHERE ONE OR MORE OF THE 10, 20 psf > 8' > t8' NOTE: PROVIDE WATER
FOLLOWING CONDITIONS OCCUR:, �j� 0 TYP. BRACKET PROTECTION, METAL FLASHING
30, 40 & 50 psf > V > 14' 8,/// --_0 AT EVERY 2x CAUCK JOINTS AND SLOPE
ALUM. PANEL 2X OR—/
\
3x ALUM. RAFTER
26'-0
26'-0"
EXIST. FASCIA BOARD
26 -0
26'-0"
26'-0"
ALLOWABLE PROJ.
EXISTING EA
TO BEAM
OVERHAN(
SEE TABLE 1
(24' MAX.)
%A�EAVE CONNECTIONi tTING ROOF OVERHANG DESIGN LOADS:
RDL = 3 psf (MIN) TO 8 psf (MAX) RLL = 20, 25.30, 40, & 50 psf
2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS 1200 psi.
TABLE 1
LEDGER OR WALL HANGER
WITH FASTENEF
PER TABLES 3 &
EXIST. RAFTERS AT
24" O.C. AT ROOF 1"
OVERHANG
2X FULL DEPTH 3
WOOD SCAB, 1•
WHERE OCCURS,
SEE TABLE 2
2x WOOD STUD OR
CONCRETE WALL
1 WALL CONNECTION
R
/
�/ NOTE: WALL LEDGER ISNOMINAL LUMBERSIZE 2'x6" (AT 2'x6 Yz•
MINIMUM RAFTERS), NOMINAL 2'x8' (AT 3'x8' MINIMUM RAFTERS)
OR KILN -DRY WOOD -FILLED 2'x6 Y2" OR 3'x8' ALUMINUM SECTIONS.
0 TO DRAIN (OPTIONAL)
0 EXISTING EAVE ALLOWABLE PROJ. TO BEAM
OVERHANG SEE TABLE 1
1 1/4" (24" MAX.) 2x8 OR 2x8 LEDGER
F(.3�)
AFTER
4x3 1/2' W.S
NOTE: PLACE "S1KA-FLAR -`
MATERIAL BETWEEN BRACKET AND COMP. NOTE: BRACKET MAY
SHINGLE ROOFING TO PROVIDE SEAL MOUNTED BELOW .�Rbbgq
Al W/ SAME CONNECT N'S.
C ALTERNATE EAVE CONNECTION
NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS
WITH A 10 psf MAXIMUM DESIGN LOAD. Ift
TABLE 2 TYPE AND NUMBER O�,FASTENERS REQUIRED AT ROOF PANEL TABLE 4 a,b ANCHORS INSTALLED
OR RAFTER CONNECTED TO EXISTING ROOWOVERHANG INTO CONCRETE WALLS
EXISTING MAXIMUM PROJECTION WITH 6 -INCH MIN.THICKNESS
ONAC FN FRAMING MEMBER
WIND SPEED (MPH) AND EXPOSURE (A) - SIMPSON A34 FRAMING ANCHOR USING SD9112 SCREWS COVER NUMBER AND TYPE
COVER AT ROOF (B) - (2) SIMPSON A34 FRAMING ANCHORS, EACH SIDE, USING S09112 SCREWS WITH 2x FULL DEPTH WOOD SCAB
110, C 120, B 120, C 130, B 130, C
LUSL OVERHANG 110, B
FULL LENGTH OF RAFTER TAIL LUSL OF FASTENERS
r
No. C379a8 2" x 4" FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7" Q = 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30'-PSF S.L. 40 PSF S.L. 50 PSF S.L. 10 Yz' 0 SIMPSON STRONG -BOLT 2 SS
* ~ r- �
EXP 03/311/5' 2" x 6" NOTCHED 26' 0" 26' 0" ^ �'' WIND SPEED AT 48' O.C. (a,b)
�9�0
OF Cpl1k
2"x6" FULL OR
2"x8" NOTCHED
2"x8" FULL OR
2"x10" NOTCHED
26'-0
26'-0"
26'-0"
26'-0"
26 -0
26'-0"
26'-0"
25-7
26 -0"
26'-0"
25-4
26 -0"
26'-0"
21
26'-0"
26'-0"
=)-2 o
Lo 3..
(EXP.
B
& C)
WIND SPEED
(EXP. B
& C)
WIND SPEED
(EXP. B & C)
WIND -SPEED
(EXP. PA C)
WIND SPEED
(EXP. B
& C)
WIND
(EXP.
SPEED
B
& C)
I-
5'
110 120 130
(A) (A) (A)
110 120 130
(A) (A) (A)
110 120 130
(A) (A) (A)
110 .120 0130
(A y (A) (A),
110 120 130
(A) I (A) (A)
110 120
(A) (A)
130
(A)
10NAL F
S GEN�F4'Gy2
QO cn(n
a. 8 8 p
9� OF �
S r• CAQi
20
2" x 4" FULL
26'-0"
26'-0"
26'-0"
25'-2"
25'-4"
20'-7"
6'
(A) (A)
(A)
(A) (A) (A)
(A) '(A) (A)
�A) (A) (A)
(A) (A)
(A)
(B)
(B)
(B)
2" x 6" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
7
(A) (A) (A)
(A) (A) (A)
(A) (A) (
(A) (A) (A)
(A) (A) (A)
(B) (B)
(g)
2X6" FULL OR
2x8" NOTCHED
26 -0 n
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)
(B) (�) (B)
(B) (B)
(g)
2"x8" FULL OR
2"x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
10'
(A) (A) (A)
(A) ,: (A) (A)
(A) (A) (A)
(B) (B) (B)
(B) (B) (g)
(g) (g)
(g)
25
��
2 x 4" FULL
26'-0 n
� n
26 -0
26 -0 ��
� n
25 -2
n
25-4
20'-7' �
11'
A
() (A) (A)
(A) (A) (A)
(B) (B) (B)
(B) (B) (g)
(g) (g) (B)
(B) (B)
(B)
2" X 6" NOTCHED
2"x6" FULL OR
2"x8" NOTCHED
26'-0"
26'-0'
26'-0"
26-0"
26'-0"
26'-0
26'-0"
26-0
26'-0"
26'-0
26'-0'
26-0
12'
TABLE
(A)
3
(A)
c
(A)
(A) : (A)
TYPE_ AND
,
(A)
NUMBER
(B) (B) (B)
OF FASTENERS
(B) (B) (B)
REQUIRED
(B) (B)
AT LEDGER
(B)
(B)
(B)
(B)
•••RS'j• .
OR LEDGER
TO
ROOF PANEL
EXISTING WOOD
RAIL TO FASCIA
STUD WALL
FRAMING
2"x8" FULL ORAND
2"x10" NOTCHED
26-0"
26'-0"
26'4"
26-0"
26'-0"
26'4-
O • ••. HONIAS 1.
CA-Ma_,.L
yW Exp: 12 )4' ` • c
0d26'-0"
°� •'
4=7 "`�
30
2" X 4" FULL
16'-0"
16'-0"
16'-0"
16'4"
16'4"
16'-0"
(C) - (2) Y4" DIAMETER LAG SCEWS
(D) - b/" DIAMETER LAG SCREW
(E) - Y4" DIAMETER LAG SCREW
" 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'-0"
2"x8" FULL OR
2"x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
�
10 PSF
PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L.
jo
WIND SPD SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED
(EXP. B &P. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C)
JED
2" x 4" FULL
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
2" x 6" NOTCHED
15'-6"
15'-6"
15'-6"
15'-6"
15'-6"
15'-6"
110 120120 130 110 120 130 110 120 130 110 120 130 110 120 130
2"x6" FULL OR
n n
2x8 NOTCHED
19'-6"
19'-6"
19'-6"
19'-6"
19'-6"
19'-6"
5'
(C)
(C)
(C)
(C) ;(C).
(C)
(C) (C) (C)
(C) (C) (C)
(D) (D)
(D)
(D)
(D)
(D)
CONAL
�5 ..••• .,Fti
�� .•. a15.2202 ?��
THOMAS IRAY
'•• CAMPSELL:;'
'S'" •
OF
-
ThinkPad\Duralum\IAPMO 0195\5-21-14 SubmlttaW21-14
40
6,
(C)
(C)
(C) (C) °(C)
(C) (C) (c) (C) (D) (D) (D) (D) (D)
(D) (D) I
(D)
(D)
2"x8" FULL OR
2"xl0" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
7'
(C) (C) (C) (c) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D)
(D)
50
A 5.dwg,
2" x 4" FULL
2"x 6" NOTCHED
2"x6" FULL OR
2"x8" NOTCHED
8'-11"
12'-1"
15'-3"
V-11"
12'-1"
15'-3"
8'-11"
15'-3"5'-3"
12'-1"520'-21
8'-11"
8'-11"
2'-1"
8'-11"
12'-1"
15'-3"
8'
9'
10'
(C) (C) (C) (C) • (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E)
(C) (C) (C) (C) (C) (C) (D) (D) (0) (D) (D) (D) (D) (D) (D) (E) (E)
C
() (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E)
(E)
(E)
(E)
2"x8" FULL OR
827/2014 11:45:12 AM, CutePDF
20'_9"
Writer,
20'-9"
20'-9"'-9"
20'-9"
11'
(C) (C) (C) (c) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E)
(E)
'2"x10"NOTCHED(C)
(C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E)
(E)
20 I Y2' 0 SIMPSON STRONG -BOLT 2 SS
AT 48' 0.C.(a,b)
25 I Y' 0 SIMPSON STRONG -BOLT 2 SS
AT 48'0.C. (a,b)
30 I Y2' 0 SIMPSON STRONG -BOLT 2 SS
AT 36' O.C.(a,b)
40 I Y2'0 SIMPSON STRONG -BOLT 2 SS
AT 36' O.C. (a,b)
50 I Y2" 0 SIMPSON STRONG -BOLT 2 SS
AT 24' O.C.(a,b)
FOOTNOTES TO TABLES 3 & 4:
a. EMBED ANCHOR 3" MINIMUM INTO
CONCRETE WALL AND INSTALL IN
ACCORDANCE WITH ESR -3037
b. USE 3" SQ -X4" STAINLESS STEEL
WASHER WHEN INSTALLING NEW
WOOD LEDGER AGAINST EXISTING
CONCRETE WALL.
c. WHERE ROOF PANEL RAIL OCCURS,
USE Y2" DIAMETER LAG SCREW IN
LIEU OF (2) 4" DIAMETER LAG
SCREWS.
0
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cr
w
w
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-1.5
HANGER CHANNELS AND M OUNTING BRACKETS
!l FASTENERS,
2,740° SEE TABLE 3, SHEET 4
I
FASTENERS, ,078
SEE TABLE 3 SHEET 8 ;300" T=.060"
63 " N
.25"R .05 FASTENERS 0
SEE TABLE 3 SHEET 8
FASTENERS,
SEE SHEET 4
- - J .20 hF5e A
Q CONTINUOUS A. RAIL Ot
ROOF PANEL 3: (WHERE OCCURS)
?o o c) - " FASTENERS °
n' "' ri SHEET 8 ---
SEE TABLE 3 W 060 FASTENERS,
FASTENERS, ` ALUM.ALLOY "
SEE SHEET 4 6063-T6 1.880 SEE TABLE 3, SHEET 4
75" ALUM.ALLOY ALUM.ALLOY
6063-T6 '� 60
Z
OA ROLL FORMEDr B EXTRUDED HANGER/ CONNECTION =. O I.R. HANGER
HANGER O
NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf w"
MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIREDa
AT ROOF LOADS EXCEEDING 30 psf. 10# LL.=(214 SMS FA SIDE
(3) Y2"O LAG SCREWS 1 112 20#,25#130# L.L =(3)k14 SMS EA. SIDE
#14 SDS, 40#,50# LL=(4)#14 SMS EA SIDE
3 PER SIDE
3/4" OR 1 1/2',','
J
. ~ No C3 840- r Q12)V
rY r; . 2" x 6 1/2" OR
F.SCR 031311 ;. 3•5" MIN. 3" x 8" ALUM.
RAFTER � 3/4" OR 1 1/2 3" 3"x8" ALUM. — X HEADER U -BRACKET
W 1° EXISTING WOOD STUD FDING
oNAL. (E) STUCCO
3EOi�(E) STUCCO.3"x8" ALUM. 2 EACH 114.0 x 3-1/2" LAG SCREWS L.L.=10 psf
RAFTER 2 EACH 112'0 x 3-1/2" LAG SCREWS L.L.=20, 25 and 30 psf
8 8 PENETRATION BRACKET 2 EACH 518"0 x 3-1/2° LAG SCREWS L.L.=40 and 50 psf
(2" MIN. PENETRATION INTO EXISTING WOOD STUD)
��.".
NOTE: LENGTH OF LAG SCREW SHALL PROVIDE
of THREADED PORTION OF SHANK COMPLETE NOTE: USE LEDGER WHERE RAFTER SPACING
QEXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 8.
PENETRATION INTO EXISTING CO
RNER STUD.
HEADER BRACKET 2 RAFTER TO STUD WALL CONNECTION O3
• •" • • • sT 1 112" OR 2"LATTICE #8 S.M.S.
• •9�. #8 S.M.S. EACH SIDE
• HQ .f1$ I.••'.�' ALTERNATE 112" DOUBLE RAFTER- LATTICE 1 1/2" OR 2"
O ' CAMPBELL � p ' BOLT CONNECTION PLAN 2
iy
ALTERNATE:
�y Exp: 12 )� n 4-#14 S.M.S. EACH
Qd '••• VVIL RAFTER TO COL.
Q, CONNECT. (8 -TOT.) 2"x6.5" OR 3"x8" RAFTER
•�q1� ALTERNATE: 112" BOLT
4.5.0 a ALTERNATE:
(2)-#14 S.M.S. EACH RAFTER
1. TO COLUMN CONNECTION
10NAL �N (4 TOTAL)
3"x 3°STL.POST (24")° ALTERNATE:
O�' •2� INSERT ATTACHED OR (2}2x6.5" OR ALTERNATE:
415-7102 .•7y 3"x 3°STL.POST COLUMN (2}3"x8°HEADER4"(2} 2x6.5" OR (2}3"x8" HEADER
FOR FREESTANDING ALTERNATE: "
THOMAS TRAY
(2) -1/2 -BOLT (1)- 1/2" BOLT OR
CmApsG!! 3"x3°x0.024" 2 #14 S.M.S. EACH RAFTER
e 2"x 6.5" SIDEPLATE CONNECTOR (�
DBL. RAFTER / DBL. HEADER CONN. O STUB COLUMN TO DOUBLE HEADER CONN. 5
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T
ALUM.ALLOY
6063-T6
"H" BRACKET
r•
EXISTING
1" STUCCO OR EQUAL
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ATTACHMENT DETAIL
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O
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I .5" #14 SMS MAY -
5.
--
BE USE AS
IL
3.5"
3.5" ' ALTERNATE TO
Ln
SHEET 6
.
1/4.0 BOLTS
-
3.5"
3.5"
U)
rn
-- - ------
8" BEAM
'
FASTNERS, SEE TABLE 3,
.5
SHEET 8
0 OR 0
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 '
SEE LATERAL FORCE RESISTING SYSTEM, SHEET 11
BEAM TO POST GONNECTION — 8
r•
EXISTING
1" STUCCO OR EQUAL
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EXIST. STUCCO / LEDGER O
ATTACHMENT DETAIL
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W
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'
FASTNERS, SEE TABLE 3,
SHEET 8
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ATTACHMENT DETAIL
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COLUMN/ -POST SURFACE MOUNT AND, FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS
TABLE 1 TABLE 2 '
ATTACHED ONLY ATTACHED AND
"T" BRACKETS 3"SQ. POST ' FOOTING & ANCHOR BOLTS FREESTANDING STEEL POST ONLY:
W/ (4}#14 SMS EA. SIDE OF POST � i USE POST TYPE
OR 1/2"M.B. THROUGH POST
ALUM."T"BRACKET USE WITH ALTERNATE FTG. , F. G. H. I, J OR K
POST POST POST TYPE B,C,D, OR E. , SINGLE POSTS CUBE SIZE SO. 18' DEEP CUBE FTG. I
FOOTING SIZE BOLTS EMBED.
STEEL."T" BRACKET OR 9" SQ. 18" 18" SQ. 12" 1/2 DEPTH OF I'
BASE PLATE USE WITH 17•.22"CUBED 1
() (2Y318-0 t 7/8• 20• 21' SQ. 12" FOOTING OR
POST TYPE B,C,D,E,F,G,H,J OR K. ,
(2)-3/8"0 STRONG -BOLT 2 SS SEE TABLE 1 12" MIN. EMBD. I
EA. BRACKET TO SLAB, r 23.8 24" CUBED (1) (2}12.0 3114' 22" 25" SQ. 16"
9 1/2" MINIMUM DISTANCE TO + 24" 26" SQ. 20" _ �__I ° •' I ilp�; • li W
EDGE OF SLAB. F �; 25' • 30• CUBED (2) (4}t2•e 3 1/4• °` ° I J
i .;••
33" MINIMUM DISTANCE FROM r `_- cm
26" 32" SQ. 23' I ~ Q
SLAB CRACK TO COLUMN. II(n "= .'.:•(n➢I IIII)f�lli�.-fl 1' 28 35" SQ. 25" LL F-
(08"MIN.EMBEDMENT) d 31'.34"CUBED (2) (4}5/8.0 4• °•� IW _
v 30" 39" SQ. 28" • ' W Q
6 DE TH G r 35' - 39' CUBED (2) (4}3/4.0 4 3/4" 32" " ° •: ` = D-
¢ 43" SQ. 30" (11}1/2"OM.B. 3
�N SLAB SHALL BE IN v POURED CONCRETE 34" 47" SQ. 32' x9' LONG, 1" ':' �o?; : • '•°: a Q
FOOTING SEE TABLES 40' -42' CUBED (z) (4}3/4.0 4 3/4" W w
�5 \ FSC/ GOOD CONDITION *7— 1 36" 51" SQ. 34" FROM END ° • ° , • ° o o]
OF POST Z
FOR SIZE '' NOTE: BOLTS SHALL BE SIMPSON STRONG•BOLT 2 SS
38" 55' SQ. 37"
6> C� 3 1/2" MIN. SEE FOOTING _ I (ICC -ES ESR - 3037) POURED
Y r IN BEAM SPAN TABLE SQUARE--- 40• 60" SQ. 39" CONCRETE —SQUARE, SEE FTG.
1) MAY USE EITHER STEEL T BRACKET OR SCHEDULE IN BEAM
ALTERNATE FREESTANDING BASE PLATE. 42 64" SQ. 41' FOOTING /� y,
No. C37948 r � _ 44" I QS(� JJ SPAN TABLES
EXP. 03/311" EXISTING SLAB POSTS TO CONC. FOOTING 2) REQUIRES USE OF ALTERNATE FREESTANDING 69" SQ. 43• PSI
ATTACHED D_ _ COVERS ONLY S . BASE PLATE. 9 SQUARE POST EMBED.
/ O ATTACHED COVERS ONLY cuBEFOOTINoW/31rrSLAB
INTO FOOTING
HO AS•I.
CAMPBELL
Exp:
C4VILr•
ALUM. ALLOY 3.00" OR
6063-T6 �` 2.40
10 1.375"
75"
`or4At �h 1.60"
k� ' • ;�, 5
1.
.090" TYP.
QQ;: M 4152202 INSTALL 1Y2" x 1Yz" x Ya" HDG
WASHER PLATE AT ANCHORS
THOMAS TRAY FOR 130 MPH
CAMPBELL NOTE: CONCRETE SLAB ANCHORS SHALL BE
�...
..... %" DIAMETER SIMPSON STRONG -BOLT 2 SS
OF
y (ICC -ES ESR -3037)
ALUM "T" BRACKET C
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7/16"0 HC
FOR 3/8" 1
ASTM A500 GRADE B
INSTALL 1Y" x 1Yz" x YB" HDG
WASHER PLATE AT ANCHOR:
.157".
TYP..
USE FOR 3" OR 4"
STEEL POSTS
q 2- 5/16"0
NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1
III
2.0"
STEEL "T" BRACKET (D
(3)-3/4"0 E
FOR POST TYPE F, G. H. I,
(4Y SS316 3/4"0 STRONG -BOLT 2 SS
STEEL PER ICC -ES ESR -3037
(4 3/4" EMBEDMENT DEPTH)
3" OR 4" SQ.
INSERT
i" x 0.188"
ASTM A500
GRADE B
STEEL
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BASE FLARES
r
INSERT
TO 3"WIDE EA.
SIDE OF FLANGES
9" SQ. X 5/8" THK.
FORD POST,
THK. BASE PLATE
4" WIDE FOR 4" POST
(ASTM A500 GRADE B STEEL)
1-7/16"0 HOLE
1 Y4" 6Yz" 1 Y"
& 2-3/8" HOLES
TYP. EA. SIDE
WELDED STEEL BASE PLATE
ALTERNATE FREESTANDING
BASE PLATE ANCHOR
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LA IVIr- RCE RESISTING SYSTELFRS FOR ATTACHED COVERS
5 2
110 MPH 120 MPH
,p
EXP. B'
EXPItiC EXP. B
'• BEAM SPLICE TO
EXP. B EXP. C
5'
OCCUR DIRECTLY OVER 5/8" 0 PLASTIC
2
3
/110 POST. NOT PERMITTED PLUG WHERE
z
2
6 SCREWS @ 2 -POST UNITS SCREW IS INSIDE
PER SIDE I
z w N
@
3 4
5. #14 SMS MAY
2
3 3
BE USE AS
a �
I
8'
d"r t 5"" 3.5" ALTERNATE TO
o
V
4
� 1/4'0 BOLTS
3.5'
v
a
315"
j 3
°ai z
4 '' 5
5" 8" BEAM
_j W 0
4 4
wo
2 I I c
� 9r 'P E NOTES I a z
BELOW I I 6 1/2" SIDEPLATE EA. 2 a 0
w I SIDE SEE POST SCHED.
I w
SIDE
OEIGHT
OTTOM. .TOM. 3"SQ . POST BETWEEN SIDE PLATES 8
�
POST SCHEDULE
SQ 032" +.,[}2" x 6 1 /2" x 0.032" 3" SQ. x.032" + (2y2" x 6 1/2" x 0.042"
aW/ (6 14 S.M.S. EACH SIDE. 2❑ W/ (8}-#14 S.M.S. EACH SIDE.
US N CoNC. SLAB ONLY USE ON CONC. SLAB OR FOOTING.
� N
o BEAM TO POST CONNECTION 21
ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED it z
COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED SR
W
zi
' (E) STRUCTURE J
C LUIVIN 1 ! 3 x3i x0.01 2" I / (2) �"x6 I "x0:042" SIDE PLA-'ES.I
1Z8
F
SEE B I ANDe,i i W
ROLL -FORMED OR I i' CQ LUMN 2 PER SPAN TABLES I j a s
INSULATED ROOF PANEL
INTERLOCKING SEAMS, TYP.
i O
l I 2 I 1% e- GO PROJECTION, P ~
• I I I , p�, @i�5 E
E
o
��2tis4o,� j j i U -
co
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TTACHMENT C l9 `q N O
•NOTE:
M -H
2"X6.5"X0.032" SIDE PLATES
5 2
110 MPH 120 MPH
130 MPH
EXP. B'
EXPItiC EXP. B
P. C
EXP. B EXP. C
5'
2
2
3
3 3
$'
2
3 3'''.
3
3 4
7'
2
3 3
4.,
3 4
8'
3
3 3
4
5
e
4 4
4
4 '' 5
#14 SMS @ 32. O.C. MAX
INTERLOCK
z
w ow ..
4 4
5
5�
W3'4
5 5
6
5 •7
7 5 5
6
6 7
<�
2"X6.5"X0.042" SIDE PLATES
m
110 MPH
120 MPH
130 MPH
EXP. B
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
5'
2
2
2
2
2
3
6'
2
2
2
3
3
3
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
5
4
6
T 5
7
wo
2 I I c
� 9r 'P E NOTES I a z
BELOW I I 6 1/2" SIDEPLATE EA. 2 a 0
w I SIDE SEE POST SCHED.
I w
SIDE
OEIGHT
OTTOM. .TOM. 3"SQ . POST BETWEEN SIDE PLATES 8
�
POST SCHEDULE
SQ 032" +.,[}2" x 6 1 /2" x 0.032" 3" SQ. x.032" + (2y2" x 6 1/2" x 0.042"
aW/ (6 14 S.M.S. EACH SIDE. 2❑ W/ (8}-#14 S.M.S. EACH SIDE.
US N CoNC. SLAB ONLY USE ON CONC. SLAB OR FOOTING.
� N
o BEAM TO POST CONNECTION 21
ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED it z
COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED SR
W
zi
' (E) STRUCTURE J
C LUIVIN 1 ! 3 x3i x0.01 2" I / (2) �"x6 I "x0:042" SIDE PLA-'ES.I
1Z8
F
SEE B I ANDe,i i W
ROLL -FORMED OR I i' CQ LUMN 2 PER SPAN TABLES I j a s
INSULATED ROOF PANEL
INTERLOCKING SEAMS, TYP.
i O
l I 2 I 1% e- GO PROJECTION, P ~
• I I I , p�, @i�5 E
E
o
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TTACHMENT C l9 `q N O
•NOTE:
M -H
1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS
AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES.
c Ot
LENGTH, L .
��"iJ`D���
9BAS
f> rr�a.�
jaw g
Z Fr
1. .• 0
ROOF�PLAN
S _ (
s`i�Q�l�T®
(� SAFETY
E YDEPS-Y
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�
MZ
12 1q'-
EXp•
FASTENERS,
y
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O
PER EACH JOINT��
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SEE SHEET
-CIVIL 4 MIN.
. TION
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e
ROLL -FORMED
#14 SMS @ 32. O.C. MAX
INTERLOCK
z
w ow ..
^�••
Y•
4152?A2
THOMAS.IRAY
CAMIPBELL
WALL (4 MIN. PER PANEL ) > � p m
HANGER OR IRP - g z o
z111 W
F
ROLL -FORME
PANEL ALUINUM SKINS RP In 0)
4m lqr
TOP 8MB0TT. 0A24' c LL
O
FASTENERS, '
SEE SHEET 4 Lu
W
ROLL -FORMED PANEL INSULATED ROOF PANEL w
ROOF HANGER 2 INTERLOCKING SEAM INTERLOCKING JOINT a cn
1Ar ~ No. C37948 r
1 , A EXP. 03/311 fr/ I
Cl MP,-SElu Q
Exp: I2 )4- , c
••• CIVIL
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BEAM TO POST & LATTICE TUBE TO- RAFTER C
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SIMPLE SPLICES FULL MOMENT
9.
� I
#10 S. . M.S
(s TOT. II #12 S.M.S. I_
TYP. THICKNESS =.035' (24 TOT
I! s TYP. THICKNESS =.03E
II II
+ II + + ++ + + + +
ALUM. ALLOY 3004-H36 ALUM. ALLOY 30C
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SP
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCq T
SPLICES - ROLLFORMED & EXTRUDED FASCIAS
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C -SPLICE (ONE SIDE OF X
1- 3" TOTAL= (8)-1/2.0 BOLTS
SPLICE WHERE 4"
OCCURS
.070"
LTYP.
ALUM.ALLOY
6063 -Ts
4" I -BEAM
'E MAY OG
AT END BA
MAY BE USED.
MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED.
r— 4" --I I
SPLICE WHERE
OCCURS
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ALUM. ALLOY
6063-T6
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MAY BE USED.
MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED.
r— 4" --I I
SPLICE WHERE
OCCURS
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TYR
ALUM. ALLOY
6063-T6
7" I -BEAM
1 %2" SQ. OR 2" LATTICE TUBE
ALUM. ALLOY 3105-H25
1.50" 1.50"
.28" � 2..
2..
.018"
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MOMENT 2"P
x3LATTICE TUBE
ALUM. ALLOY 3105-H25
.28"
311 21.
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R
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(6)-#14 SDS @ EA. SIDE
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_4 �l STEEL POST
"U" BRACKET - RAFTER TO BEAM
LATTICE TUBE TO RAFTER
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1 1/2" SQ., 2" SQ.,
OR 2"x3" LATTICE
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AILS
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1.50" 1.50"
.28" � 2..
2..
.018"
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ALUM. ALLOY 3105-H25
.28"
311 21.
0 p"
R
t
VALLEY,
W
NOTCH I -BEAM FLANGE
W AS NEEDED TO CLEAR
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STL. C -BEAM TO POST W/ (2) - 5/8' 0
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(6)-#14 SDS @ EA. SIDE
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"U" BRACKET - RAFTER TO BEAM
LATTICE TUBE TO RAFTER
#8 x�2�"SMS, 2 1/2"
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AILS
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NOTE=THIS DETAIL IS'LIMI-T-ED TO 10, 20-& 30-psf W o
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2'-0" 6-#14 SDS �o
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OPTIONAL LATTICE TUBES ~ DZ
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ATTACHED & FREES'TANblI G SOLID COVERS'- 25 PSF SNOW 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
z
3"x8"x0.042" BEAM
M W/ 14 GA. STL. INSERT
N W/ 12 GA. STL. INSERT
W/ DBL. 14
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P W/ DBL. 12 GA. STL. INSERT
W
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FREESTANDINGSOLID,
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FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
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FREESTANDING SOLID
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MAX.COL.JMAX.POST
O
MAX.POST
FTG.
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FTG.
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FTG.FPTyoil,
.
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FTG.
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19
15'-9"
31
14'-3"
19
15'-1"
31
G
16'-6"
20
E
16'-6"
32
G
1'-2"
22
E
21'-2"
34
H
23'- "
22
E
23'-2"
22'-8"
34
34
15•
H
F�� Z
10-4 "
5
14'-1"
C
G
14'-3"
21
C
14'-8"
31
16' 6"
22
16'-1"
31
21'-2"
24
20'-8"
33
23'-2"
25
Q
14'-1"
21
15'-4"
14'x"
31
32
13'-1"
20
13'-9"
32
15'-1"
21
15'-1"
32
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9'-4"
22
E
19'-4"
35
I
21'-2"
23
E
1'-2"
35
6
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6
12'-10"
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19
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13'-1"
22
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13'-6"
31
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15'-1"
23
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14'-8"
32
19' 4"
25
18'-10"
34
H
21'-2"
26
20'-8"
35
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12'-9"
32
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14'-0"
21
23
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14'-0"
13'-8"
33
33
H
8'-0"
18'-0"
22
26
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18'-0"
17'-7"
35
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12'-1"
22
12'-6"
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14'-0"
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3
11'-4"
21
12'-0"
33
H
13'-1"
21
E
13'-1"
34
H
6'-10"
23
E
16'-1
36
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18'-4"
18'-0"
37
37
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22
12'-2"
33
H
11'4"
23
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11'-8"
33
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13'-1
24
12'-9"
33
16'-10
26
16'-4"
36
2
10'-7"
11'-11�-7"
10'-81p1-8"
223
11'-1"1-1"
333
12'-412'x"
224
E
12'-412'-1"
H
5,
227
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15'-115"-6"
336
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17'-4"7_p"
337
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9'
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91
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34
H
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34
15'-10
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23
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224
0'-9"0-6"
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11'-911'-9"
225
E
11'-9"1-0"
334
5' _
227
E
15' 1"
337
K
16'-616-6"
228
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16'-6"6,-1"
338
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10'
223
11'-1"1�_p"34
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N.P.
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8'-118'-11"
E
4
H
10'-2"
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15'-1"
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10'-8"
35
9'-8"
22
10'-3"
34
11'-2"
22
E
11'-2"
35
I
4'-4"
24
E
14'-4"4'-1"
337
K
15'-9;
229
E
15'-915
338
K
11'
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N.P.
11
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10'-6"
34
9'-8"
24
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10'-0"
34
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11'-2"
25
11'-0"
35
14'x"
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9'-4"gl�"
225
9'-109
334
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226
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10'-910'-6"
335
I
13'-931-9"
228
E
13'-93-6"
338
K
15'-115'-1"
229
E
15'-14'-8"
339
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12'
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21 10'-2" 35
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35
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24
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C
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(N
14'-3"
20
C'
15'-1"
31
G
16'-6"
21
E
16'-6"
32
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1'-2"
23
E
21'-20'-1"
334
H
23'22'-10"
226
E
23'-n71-0"
35
5'
o
20
15'-9" 31
10-4 "
1
5
21
C
15'-0"
32
G
14'-1"
23
14'-3"
31
16'-3"
24
15'-7"
32
19'-10
25
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Q
N
13'-10
13'-1"
20
13'-9"
32
15'-1"1
21
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15'-1"
32
G
9'-4"
23
E
19'11"
35
I
21'-2"
24
27
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1'-2"
35
35
I
1
6
W z
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20
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14'-4" 32
9 -0 "
6
12'-1
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13'-8"
31
G
12'-10"
23
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13'-1 "
31
G
14 -10"
24
14'-3"
32
H
18'-2"
26
18'-4"
34
H
20'-10"
20'-1"
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12'_1"
22
12'-11'-10"
224
12'-921.1"
332
G
141-013'-9"
225
E
14'-0131-3"
333
H
8'-o
227
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18'-071_1"
335
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19'-8191"
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19'-8 81_71
336
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12'-0"11�"
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13'-1"
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13'-1"
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6'-10"
24
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16'-16'-0"
335
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18118'-2
229
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18'-4"7'-6"
336
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21
12'-7" 33
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7'-6"
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10'-7"
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1'-10"
33
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12'-10 "
26
12'-4"
33
15'-8"
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10'-6"
22
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11'-1
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10' 8"pl-7"
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11'-10'-8"
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12'11'-8"
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15'-15-1"
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17'-4171-2"
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17' 16'-6"
337
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23
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11'-2"
33
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14'-10
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9'-3"
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22
0'-9"
34
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11'-9"
23
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11'-9"
35
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5'-1"
25
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15'-1"
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26
30
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16'-6"
15'-7"
38
37
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10'
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11'-3" 34
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10'-8"
34
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10'-0"
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10'-2"
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11'-0"
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11'-2"
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14'-1"
28
14'-3"
36
16'-3"
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10'-8"
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9'-8"
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10'-3"
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11'-2"
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11'-2"
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4'-4"
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14'-4"
37
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15'-9"
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15'-9"
38
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9'-6"
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10'-6"
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10'-7"
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13'-4"
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13'-8"
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15'-6"
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9'-4"
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15'-10"
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G
15'-1" 23 E 14'-1 " 32 H
9' 4" 25 E 19'-1" 34 H
21'-2" 25 E 20'-1 "
29 19'-6" 36 J
LU
w
9 -0 "
6
E
32
H
12'-7"
24
E
12'-8"
32
14'-6"
26
13-10
33
17'-8"
27
17'-9"
35
I
20'-4"
Z }
11'_8"
24
13'-3"
13'-2"
32
12'-1"
22
12'-7"
32
14'-0"
23
E
13'-9"
33
H
8'-0"
25
E
17'-8"
35
I
19'-8"
26
E
19'-4"
36
K
m W o
Z
22
8'-0"
7'
E
H
11'-8"
25
E
11'-9"
32
H
12'-9"
26
12'-10 "
32
16'x"
28
16'-6"
34
18'-10"
29
18'-1"
35
I
W J _
10'-9"
24
22
12'-3"
12'-4"
32
33
11'-4"
23
11'-9"
33
13'-1"
23
E
12'-1
33
6'-10"
25
E
16'-15'-6"
335
J
1817
230
E
18'
336
K
81
1-5
o
J
„
7-6
1
8
E
H
11'-0"
26
E
11'-0 "
32
H
1
12-7
27
12'-1"
33
15'-3"
29
I
-10"
16'-10
10'-1"
25
11'-6"
11'-8"
32
34
10'-8"0
226
11'-2
333
12'-411-3"
227
E
12'-211-0"3
34
H
5
229
E
15'-8
336
K
17116'-8".
231
E
17'-116,-0"
337
K
9'
in
22
(/�
71_p"
9'
-5"
E
H
3"
E
0'-4"
I..I
14'-6"
4'-7"
J
v
9'-0"
25
10'-10"
33
34
0'-2"
24
0'-7"
34
11'-9"
24
11'-7"
34
I
5'-1"
26
E
14'-13"10"
336
K
16'-65-10"
231
E
16'- 15'-2"
337
K
10'
N.P.
10
-11"
23
E
11'-1"
33
H
9'-9"
27
E
9'-10"
33
H
10' 8"
27
E
10'-9"
34
H
13' 8"
30
w N
8'_6"
25
10'-3"
10'-7"
35
1
9'-8"
24
10'-1"
25
E
11'-1"
35
4'-0"
27
E
14'-2"
37
K
15'-9"
28
E
15'-6"
38
KaN
0 w
N.P.
11'
S"
23
E
H
9'-4"
27
E
9'-6"
34
H
10'-2"
28
10'-3"
34
13'-2"
30
13'-3"
37
15'-2"
32
14'-6"
38
H12
Ln
8'-1"
26
226
9'-4"
9'-108
33
333
1
9'-4"8
227
9'-89
3341H
10'-99
E
335
13-9
13'-1 z.-8"
337
K
15'-114.-6"
232
E
14'-131
338
K
cn
N.P.
12'
_p"
E
H
7"
E
-1"
_g"
28
9'-10"
-7
1E
10"
7, 5"
-7"
; nft-A-A,.." AoAYIMd R•29:SA AM. Uutel Uh WM8T.
No. 037948
EXP. 03/31/)
09
•Vr9
• HO;�?AS•I. • �
CAMPBELL • �
Exp: IZ 14
••• CIVIL
THOMAS TRAY
CAMPSEU .
ThinkPad\Duralum\IAPMO 0195\5-21-14
; .5" ROLLFORM
ALUM. ALLOY
6063-T6
BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS
SPLICE
WHERE
0.075" IIIA II
TYR II II
MAG BEAM
B M
ALUM.ALLOY
6063-T6
SPLIT
WHEf
OCCUF
Oa
r
SPLICE
T-0.125'
z
r
WHEREALUM.
w
_Z
U O o
W
OCCURS
ALLOY
FREESTANDING SOLID
�
SPACING
SPACING
¢s
� r
9 �
806176
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
^
I..L
ON SLAB
7.0"
SPACING (IN.)
POST
SPACING (IN.)
POST
m
0.110"
C
(2),(3)
m
(SPAN) (1)
TYPE
6.5"
TYRTYP.
L) Q
C
or
(n U
U8'8"
ap9'-0"
0.042,
5
16
-8-
9'2" 28
5�
8
-0"28
9
z8
r
8,-4„
I-_2.0"_-f_�
7'-11" 17
-9
B
29
G
F 7" I -BEAM
ALUM. ALLOY
6063-T6
W/ (1) "C" INSERT
ALUM. ALLOY
6063-T6
W/ 2 "C" INSERTS
n ALUM. ALLOY
6063-T6
NOTE:
WHERE'C' SPLICE OCCURS AS SHOWN IN
SPAN TABLES, IT SHALL BE INSTALLED THE
r FULL LENGTH OF THE T 1 -BEAM.
DBL.2"x6.5"x0.042"
ALUM. ALLOY3004-H36
OR EQUAL
4" I -BEAM
ALUM. ALLOY
6063-T6
DBL. 3"x8"x0.042" BEAM
L
ALUM. ALLOY 3004-H36
OR EQUAL
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
-a EXPOSURE B
FIGURE INDICATES
EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8, C.
FOOTNOTES TO ALL SPAN TABLES:
D4.5" MAG GUTTER
ALUM. ALLOY
6063-T6
0.032" 6.5"
TYP.
�_2.0'_�_� --J-2.0'+1
DBL.2"x6.5"x0.032"
ALUM. ALLOY 3004H36
OR EQUAL
T=12 OI
14 GA.
7. 5° ASTM
A653 S:
GRADE
50 G60
0.625"
3"x8"x0.042" BEAM
W 14 GA. STL. INSERT
�MJ ASTM A653 SS GRADE 50 G60
3"x8"x0.042" BEAM
W/ 12 GA. STL. INSERT
I ASTM A653 SS 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.
1. FOOTING SHOWN REPRESENTS LENGTH OF 2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB
EACH SIDE AND DEPTH OF CUBED FOOTING, SEE SHEET 10. SHALL BE THE SMALLER OF THE MAXIMUM SPACING
WHERE SLAB OCCURS, CUBED FOOTING SIZE SHOWN IN THIS COLUMN OR THE MAXIMUM POST
MAY BE REDUCED BY 6" FOR FREESTANDING ONLY. SPACING SHOWN FOR THE SELECTED BEAM.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED COVERS
T=12 GA.
ASTM A653 SS
GRADE 50 G60 3.0'
.032"
ALUM.
Fes-- 3.0'--�I
3" SQ.x0.032" ALUM. BEAM
E W/ 12 GA. STL. "U" CHANNEL
ASTM A653 SS
GRADE 50 G60
8.0"
0.042"
TYR
K 3"x8"x0.042" BEAM
v ALUM. ALLOY 3004-H36
OR EQUAL
ff
-T=12 OR
14 GA.
ASTM
A653 SS
GRADE 8.0'
50 G60 I
oat•
P.
DBL. 3"x8"x0.042" BEAM
W/ DBL. 14 GA. STL. INSERT
ASTM A653 SS GRADE 50 G60
DBL. 3"x8"x0.042" BEAM
W/ DBL. 12 GA. STL. INSERT
r ASTM A653 SS 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.
3. THE SLAB SHALL BE A MINIMUM 10'-0' WIDE BY THE
MAXIMUM COLUMN SPACING MEASURED AT THE
COLUMN AND SHALL NOT CONTAIN ANY CRACKING.
THE DISTANCE FROM COLUMN TO SLAB EDGE SHALL BE
9 1/4' MINIMUM.
ATTACHED & FREESTANDING SOLID COVERS
30 PSF SNOW LOAD - 110,120,130 MPH - EXP. B & C
%n1 6.5" ROLLFORM
z
r
z
W
w
_Z
U O o
W
ATTACHED SOLID
FREESTANDING SOLID
�
SPACING
SPACING
¢s
� r
9 �
LU
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
^
I..L
ON SLAB
m 3
SPACING (IN.)
POST
SPACING (IN.)
POST
m
¢ n
C
(2),(3)
m
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
L) Q
C
or
(n U
U8'8"
ap9'-0"
5
16
-8-
9'2" 28
5�
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9
z8
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8,-4„
6,8'-4"
7'-11" 17
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B
29
G
6'
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7'-11'-`1
$'-2" 29
a W 0
a ❑ O
I
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C
29
G
7
7'-4" 19
7'-7" 29
J Z
J
7,_0"
8'
6 -10" 17
C
7'-3" 30
G
8
Fo ca-,
•
6'-10" 20
7'-2" 30
Lu
o
NP
9'
6'-6" 18
C
6'-10" 30
G
9
LL
6'-6" 20
6'-9" 30
U)
NP
10'
6'-2" 18
C
6'-7" 31
G
,
10
6'-2" 20
6'-4" 31
NP
11
5'-11"' 18
-3" 3 1
G
11
x
M
5-11 2 1C6
31
NP
12'
5'-8" 19
E
6'-0" 32
G
12'
a
21
5'-10" 31
o
a"
O
J
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}
ATTACHED SOLID
FREESTANDINGSOL/D
t�11
MAX.COL.
SPACING
I o
m
m
u'
o
MAX.POST FTG.
SPACING
MIN.
MAX.POST FTG.
MIN.
I..L
ON SLAB
(IN.)
POST
SPACING (IN.)
POST
C
(2), (3)
�
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
9'-0"
5'
8'-8" 17
B
9'-2" 28
G
5'
O
8'-7" 19
8'-9" 28
N
r
8'-4"
6,
7'-11" 17
B
8'-4" 29
W o o l
G 6'
7'-10" 20
8'-0" 28
F N
7,_6„
7,
7'-4" 18
B
7'-9" 29
i
r W 'j
G 7
7'-3" 20
7'-4" 29
N a U-
J
J
,
G 8
T-0"
8'
6'-10" 187'-3"
C
30
•
6'-9" 21
7'-0" 30
,
G 9
NP
9'
6'-6" 1
C
6'-10" 30
LL
6' 21
6'-5"
_5"
30
6'-2" 19
"
U)
NP10'
C
6'-7 31
G 10' WE
a
6'-1" 22
6'-3" 30
10
.10 La
NP
11'
5'-15'-10" 1J.
C
6•-3"
331
C
G
22
°WNP
12,
5'-8" 19 6'-p^ 32 az'"E
G
]2'
5'-9" 31 ga
F
L'
r>N_p
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I, LL
W CL
,CL Z o
ATTACHED SOL/D FREESTANDING SOLID >
=
= SPACING MAX.COL.
'iO
m
_
MAx.POST FTG. MIN. MAX.POST FTG. MIN. U a N
F F. J J
SPACING L 9
LL. ON SLAB
(IN.) POST SPACING (IN.) POST m m
(2). (3)
(SPAN) (1) TYPE (SPAN) (1) TYPE :�a. O m
9'-0"
5'
9'-1" 2g ,
B G 5
M
8'-4" 20 8'-6" 29 �
8'-4"
7'-11" 18 8'-3" 29 w
B G 6'
6,
7'-7" 21 7'-9" 28 ?
7'-6"
W zY
7'-4" 19 B T-8" 29 o m
' G 7'
7'
7-2" 21 c 7'-2" 29 W LuN
J 7'-0"
6'-10" 19 7'-2" 30 o
C G 8
8'
•
6'-8" 22 6'-s" 29
9' 6'-6"
NP
20 6'-9" 30 ,
G 9
6'-4" 30 0
CO NP
10' 6'-2"
20 6'-6" 31 $ o
C G 10
6'-0" 23 6'-1" 30 w N
11' 5'-11"
NP
206'-2" 31 O LU
C G 11
O
5'-9" 23 5'-9" 31 m
C% NP 12,
5'-8"
21 C 6'-0" 32 g U)
5'-5" 21 E '57" 31 G 12'