BPAT2016-0061Applicant:
PGA WEST RESIDENTAL
54320SOUTHDERN HILLS
LA QUINTA, CA 92253
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.: AEC488
Date:
Contractor:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair .
arty structure, prior to its issuance, also requires the applicant for the permit to file a
signed statement that he or she is licensed pursuant to the provisions of the
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division
3 of the Business and Professions Code) or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a
p it subjects the applicant to a civil penalty of not more than five hundred dollars
5 ).:
Was owner of the property, or my employees with wages as their sole
ompensation, 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
Mhe did not build or improve for the purpose of sale.).
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
t ereon, and who contracts for the projects with a contractor(s) licensed pursuant to
ontractors' State License Law.).
I am exempt under Sec. B.& .for this r so
4,—,,,
Date. 2W Own
)
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for
the performance of the work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Ad
Contractor:
PGA WEST RESIDENTAL
54320 SOUTHDERN HILLS
LA QUINTA, CA 92253
(760)771-1234
Llc. No.: AEC488
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700 of the Labor Code, for the performance
of the work for which this permit is issued.
I have and will maintain workers' compensation insurance, as required by
Section 3700 of the Labor Code, for the performance of the work for which this permit
is issued. My workers' compensation insurance carrier and policy number are:
Carri r:Policy Number: _
I certify that in the performance of the work for which this permit is issued, I
shall not employ any person in any manner so as to become subject to the workers'
compensation laws of California, and.agree that, if I should become subject to the
workers' mpensation provisions of Section 3700 of the Labor Co , I shall forthwith
comply w h th se provisions. U�i� / A
Date: �6A-
Applican i p
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose
request and for whose benefit work is performed under or pursuant to any permit
issued as a result of this application , the owner, and the applicant, .each agrees to, and
shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
employees for any act or omission related to the work being performed under or
following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is
not commenced within 180 days from date of issuance of such permit, or cessation of
work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representatives of this cit4 to enter'upon the
above -m ntion d property•for inspection purposes.
Date: Signature (Applicant or Agent .
VOICE (760) 777-7125
78-49SCALLE TAMPICO
D
FAX (760) 777=7011,
LA QUINTACALIFORNIA 92253
COMMUNITY DEVELOPMENT DEPARTMENT
INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 6/27/2016.
Application Number:
BPAT2016-0061
Owner:
Property Address:
55470 OAK TREE
PGA WEST RESIDENTAL
APN:
775231017
54320 SOUTHDERN HILLS
Application Description:
PGA WEST / 756 SF PATIO COVER AT COMMUNITY POOL
LA QUINTA; CA 92253
Property Zoning:
Application Valuation:
$11,340.00
Applicant:
PGA WEST RESIDENTAL
54320SOUTHDERN HILLS
LA QUINTA, CA 92253
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.: AEC488
Date:
Contractor:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair .
arty structure, prior to its issuance, also requires the applicant for the permit to file a
signed statement that he or she is licensed pursuant to the provisions of the
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division
3 of the Business and Professions Code) or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a
p it subjects the applicant to a civil penalty of not more than five hundred dollars
5 ).:
Was owner of the property, or my employees with wages as their sole
ompensation, 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
Mhe did not build or improve for the purpose of sale.).
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
t ereon, and who contracts for the projects with a contractor(s) licensed pursuant to
ontractors' State License Law.).
I am exempt under Sec. B.& .for this r so
4,—,,,
Date. 2W Own
)
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for
the performance of the work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Ad
Contractor:
PGA WEST RESIDENTAL
54320 SOUTHDERN HILLS
LA QUINTA, CA 92253
(760)771-1234
Llc. No.: AEC488
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700 of the Labor Code, for the performance
of the work for which this permit is issued.
I have and will maintain workers' compensation insurance, as required by
Section 3700 of the Labor Code, for the performance of the work for which this permit
is issued. My workers' compensation insurance carrier and policy number are:
Carri r:Policy Number: _
I certify that in the performance of the work for which this permit is issued, I
shall not employ any person in any manner so as to become subject to the workers'
compensation laws of California, and.agree that, if I should become subject to the
workers' mpensation provisions of Section 3700 of the Labor Co , I shall forthwith
comply w h th se provisions. U�i� / A
Date: �6A-
Applican i p
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose
request and for whose benefit work is performed under or pursuant to any permit
issued as a result of this application , the owner, and the applicant, .each agrees to, and
shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
employees for any act or omission related to the work being performed under or
following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is
not commenced within 180 days from date of issuance of such permit, or cessation of
work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representatives of this cit4 to enter'upon the
above -m ntion d property•for inspection purposes.
Date: Signature (Applicant or Agent .
I
FINANCIAL INFORMATION
DESC.RIPTION4 ",' ACCOUNTS._' ipCZTYAMOUNT:; ' 'PAID 4,' PAID'DATE;
�, _. w
BSAS SB1473 FEE 101-0000-20306
0 $1.00 $0.00
PAID BY �� METHOD s
.,� .. � x � . , ." �� .,. 4 ��5. x.
�.. ......
, -RECEIPT #; ; ' _
HECK #
� � rqz C .. Y s tLTD BY .
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $0.00
r
di ;DESCRIP,TION t
„' a `'s*ACCOUNT '
zr, ..,,t
ciQTY
4-
!' `AMOUNT �'
a PAID '
f -
'PAID DATE
PATIO COVER, DESIGNED
101-0000-42404
0
$97.17
$0.00
-
_ x
. ,w.
�RECEIPT#
ECK#PAID
CLTDBY�'T
.�. DESCRIPTIONx
ACCOUNT ,'�=
.QTY
_..r AMOUNT .`'
PAIDk ;
PAIDDATE'
PATIO COVER, DESIGNED PC
101-0000-42600
0
$95.72
$0.00
iT,P �` s 'meq
-xis -METHOD r ��-
���RECEIPT# x
..
��.��. CHECK#
CLTDBY'
Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $192.89 $0.00
DESCRIPTION;; '
;_ A00OUNT
,QTY
a „AMOUNT
_ °":
L: _ •PA'IDPAIDDATE.
SMI - RESIDENTIAL
101-0000-20308
0
$1.47
$0.00
Y.: t, -,,PAID BY
METHOD,
v
1.RECEIPT #
CHECK #. a <.
CLTD BY
Total Paid for STRONG MOTION INSTRUMENTATION SMI: $1.47 $0.00
TOTALS:00
I
i
I
I
I
�
i
r
Description: PGA WEST / 756 SF PATIO COVER AT COMMUNITY POOL
Type: PATIO COVER Subtype: CITY STANDARD/PRE- Status: APPROVED
Applied: 6/16/2016 MFA
ENGINEERED - OPEN •
Approved: 6/24/2016 JFU•
Parcel No: 775231017 Site Address: 55470 OAK TREE LA QUINTA,CA 92253
Subdivision: TR 20717-2 SEE ASSR MB 769 PGS 3134 Block: Lot: 8
Issued:
3536
-----
Lot Scl Ft: 0 Building Scl Ft: 0 Zoning:
Finaled:
Valuation: $11,340.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
�CHRONOLOGY-TYPE,,,„
STAFF NAME
Details:. ALUMAWOOD PATIO COVER - (1) 14'X 54'(756 SQ FT.) 2012 IBC/IRC, 2013 CBC/CRC AND ASCE/SEI 7-10, ENGINEER OF RECORD:
THOMAS CAMPBELL, NO 37948. THIS PERMIT DOES NOT INCLUDE HELIOCOL THERMAL SOLAR COLLECTORS. PATIO MUST BE
BONDED TO GRID WHERE CLOSER THAN 5' TO WATER'S EDGE AT POOL.
8
r
"r
'A p pi ied to Approved
Printed: Monday, June 27, 2016 11:06:38 AM 1 of 3
SYSTf:'nAS
c
-----
CHRONOLOGY
�CHRONOLOGY-TYPE,,,„
STAFF NAME
ACTION DATE .
COMPLETION DATE
NOTES
NO STRUCTURAL REVIEW WILL BE REQUIRED, PER BURT
HANADA. SEE PREVIOUS NOTES ON PATIO COVER PERMITS '
NOTE
JAKE FUSON
6/24/2016
6/24/2016
ISSUED TO PGA WEST RESIDENTIAL ASSOCIATION AT POOL
AREAS.
NOTIFIED STEVE HERTHEL THAT PLANS WERE APPROVED AND
TELEPHONE CALL
JAKE FUSON
6/24/2016
6/24/2016
PERMIT WAS READY TO ISSUE.
• •
CONTACTS
NAME TYPE `
NAME -
ADDRESSI
CITY ;x STATE •
NO' PHONE FAX ' EMAIL
APPLICANT
PGA WEST RESIDENTAL
54320 SOUTHDERN
LA QUINTA CA
92253
HILLS
Printed: Monday, June 27, 2016 11:06:38 AM 1 of 3
SYSTf:'nAS
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INSPECTIONS
:, .. a{tFNTBHf,11Ff'TS
BOND INFORMATION
Painted: Monday, June 27, 2016 11:06:38 AM 2 of 3 0 ..
SYS 7Elvi5
FINANCIAL INFORMATION
... CLTD-'.
DESCRIPTION ACCOUNT :' QTY AMOUNT PAID PAID DATE RECEIPT # `CHECK #,' METHOD PAID BY ' ''
.F x.BY
BSAS SB1473 FEE 101-0000-20306 0 $1.00
$0.00
Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $0.00
BSA:
PATIO COVER,
101-0000-42404
CONTACTS
$97.17
NAME TYPE
NAME
-
� -
- -
ADDRE551
CITY STATE
ZIP
• PHONES
FAX
EMAIL '
CONTRACTOR
PGA WEST RESIDENTAL
54320 SOUTHDERN
LA QUINTA CA
92253
STEVEH@PGAWEST.OR
HILLS
101-0000-42600
0
$95.72
$0.00
G
OWNER
PGA WEST RESIDENTAL
54320'SOUTHDERN
LA QUINTA CA
92253
DESIGNED PC
HILLS.
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INSPECTIONS
:, .. a{tFNTBHf,11Ff'TS
BOND INFORMATION
Painted: Monday, June 27, 2016 11:06:38 AM 2 of 3 0 ..
SYS 7Elvi5
FINANCIAL INFORMATION
... CLTD-'.
DESCRIPTION ACCOUNT :' QTY AMOUNT PAID PAID DATE RECEIPT # `CHECK #,' METHOD PAID BY ' ''
.F x.BY
BSAS SB1473 FEE 101-0000-20306 0 $1.00
$0.00
Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $0.00
BSA:
PATIO COVER,
101-0000-42404
0
$97.17
$0.00
DESIGNED
PATIO COVER,
101-0000-42600
0
$95.72
$0.00
DESIGNED PC
Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $192.89 $0.00
SMI . RESIDENTIAL
101-0000-20308
0
$1.47
$0.00
Total Paid for STRONG MOTION INSTRUMENTATION SMI: $1.47 $0.00
TOTALS:00
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INSPECTIONS
:, .. a{tFNTBHf,11Ff'TS
BOND INFORMATION
Painted: Monday, June 27, 2016 11:06:38 AM 2 of 3 0 ..
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Building Permit Application and Tracking Sheet
PermM Ci
Project Address:
Owner's Name:10"
A. P. Number:
Address:6T3,26 U_N A)
Legal Description:
City, ST, Zip: IZA 6UIA)179 0A 9,2,7s3
Contractor: ft A RES I
b.&- V7A1 Assole.
Telephone:
Address:
ULML5-
Project Description:
City, ST, Zip: z4d)IA 9,Z,26-;
Telephone:
State Lic. 9
City Lic.
Arch., Etigr DesignerT )qpffl,
6M6
Address:
City, ST, ZiAfi,,J
Telephone:
67
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Con ction Type: Occupancy:
State Lic. 4:
Proi
Pe type (circle one Ad Alter Repair. Demo
Name of Contact Person:
Sq. Ft.:
9 Stories:
# Units:
Telephone # of Contact Person:v
327 376
AMR
Estimated Value of Project: go ru
APPLICANT: DO NOT WRITE BELOW THIS LINE
tf
Submittal
Reqld
Rec'd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural CaIcs,
Reviewed, ready for corrections
'Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 CaIcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2" Review, ready for corrections/issue
Electrical
Subcontactor List.
Called Contact Person
Plumbing
Grant Deed
Plans picked up
SAI.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
Re-view, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
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Attach: Heliocol-Specificabons.pdf
Subiect: Mohr Power - Engineering
Steve, .
See attached information for the Heliocol solar pool heating panel. I've attached information direct from
Heliocol's material specifications. If we look at the HC50 panel (which is the panel we want to use) the dry
weight is 22 lbs with a capacity of 14 liters of water (30.64 lbs) for a total wet weight of 52.64 lbs. The HC50 is
fifty square feet — see the simple math below.
52.64 / 50 = 1.05 psf
Morri Mohr
Director of Field. Operations
(951) 736-2000 ext. 105 office
morri@mohrpower.com
No virus found in this message.
Checked by AVG - v,.—
Version:
., Version: 2015.0.5577 / Virus Database: 4257/8786 - Release Date: 12/22/14
12/23/2014
TECHNICAL INFORMATION AND SPECIFICATIONS
HOLD n_
0
The mellocoi
Advantage I
THE FEATURE TIME 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; Helloco/ panels are approved
by most property and casualty insurance carriers.
Low collector -head loss rate Reduces pump requirements.
Using the power of the
sun to heat your pool
A. Using your existing pool
pump, pool water is directed
throuah 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 wormed by the sun.
e
Certification Data
• ISO 9001:2008 and ISO 14001:2004
• Ortech International Laboratories
• Solar Rating & Certification Corporation (SRCC)
• 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
Pn'oy%C!i- OuiiG� Leisure ,� %' I iV,.l .
HC -204 10/2011
Mix Design Report
L i
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.
[Contractor: PGA West
Project: PGA West
Compressive Strength :
4500 psi at 28 days
Aggregate size :
1" — 25 mm
Air:
1.2±1.0%
Water/Cement ratio:
0.45
Slump:
4.00 ± 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" FLYASN
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:
Reported by Superior Ready Mix L.P. '
Approval by:
Date : 01/01/2015
r
Date : / /
�.
. .
HELIOCOL PANEL (COLLECTOR) .ATTACHMENT METHOD
STAINLESS STEEL DETAIL'SHOWING HOW THIS SYSTEM IS ATTACHED-
Bou - DETAIL SHOWING UNISTRUT�ATTACHED TO TOP OF
e
as a s ur
:GATOR CLA5.7
G
ENGINEERED PATIO'COVER
Hc'LIOCOL PANEL - -
V 4
�, � ,•-;���'I•�'
• •.
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h!Wff! 1011 ER INC.
1452POMONAS
CORONA, CA 9236_2000882
(951)T CE
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(95 1) 736.3180 FAX
CA C46'
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8'SECTIONS THAT INTERLOCK .. -
PERMTTING JURISDICTION
'CITYOFLAQUINTA'
' •.
' WHERE OUR BOLTS WILL PASS-TMOUGH"' •.
.78-495 Calle Tampico
LA,Quinta, CA.
777-7012
DETAIL OF INSTALLED SYSTEM
SIONS AND.NOTEs
ROOF PLAN FOR PGA WEST POOL 1986 :
GATORCLAMPATTACHMENiPOIMS
r!(.760,
—
6PACEDEVERY4'.
1
DOCUMENT INFORMATIOP
PROJECT TRLE
-
CORRUGATED SPLINES
- CORRUGATED SPLINES
PGA West -Pool 1988
55216 Southem Hills
-
La Quinta, CA 92263
(760) 397-3520-
UNISTRU7
PAGE SCALE PAGE TITLE
....
RUNNING CONTINUOUS -
.'PERPENDICUtARTORObF SPLINES
'. (SPLICED TOGETHER)
.. ..
PANEL
NTS ..ATTACHMENT
DRAWN REVIEWED PAGE
BY: i BY: PAGEt
ATTACHED TOPATIO COVER /!
AS SHOWNABOVE • -�
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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.
d
Contractor: PGA West
roject : PGA Wes'.
Compressive Strength :
4500 psi at 28 days ,
Aggregate size:
1" — 25 mm
Air:
1.2 ± 1.0 %
Water/Cement ratio :
0.45
slump:
4.00 ± 1.00 in ,
Source of Concrete: SUPERIOR READY MIX CONCRETE
Construcfion 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
3150
2.84
ASTM C618 CLASS "F" FLYASH
99 Ib
2.200
0.72
Water
296 Ib
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)/yd3
1.000
0.03
Air
1.2%.
0.32
y Total:
3993
27.00
Remarks
Reported by Superior Ready Mix L.P.' "
Approval by:
Date : 01/01/2015
Date
t
ve
M4
0
FIS
C=
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CM
C=
FIS
C29
Box l 504
LA QUINTA, CALIFORNIA 92247-1564
BUILDING & SAFETY DEPARTMENT
78-495 CALLE TAMPICZ)
LA QUINTA, CALIFORNIA 92253 (7160) 777-7012
FAX (760) 777-7011
PROPERTY PACKAGE
Disclosures &, Forms for Owner -Builders Applying for- Construction Permits
MPOR T4N,T,NOTICE�TO
PROPERTY OWNER
QWNERD.ar roperty wner.
An -application for a building permit has s been , submitted In yo.
improvements specified at ti� name listing Yourself as the builder of
We are providing you with the property
arli Owner Builder
responsibilities Acknd*le4gn2=t.aM WOrriftioin _V,-�fil-14_
nes and Possible risk YOil 11�aY inctir by hj�h' - ihis �rf'��t'on PO�� t; make you aware
.4 permit in Your name as .the
of your
Owner -Builder. Weevil! not issue llbuildtiig.peirini '
,dj to us it otir,bi&ial. Ye read, initialed yo
signed, and retained this for t ithtil yoii-hi, 111"undeftftoding of each provision,
unless yoiithe itdor.aiiniak!".ted Aii, c
Property owner, obtain theprior approval Writ of the owner cannot execute this notice
of the Peimittkg authority.
_LUATION
7UNS: Read and initial each statement belox�.t6si�MAJOL111 %JJ( JUNk_LJJ?
w
UY.WU understand. 6r verify
L I understand a frequent practice of unl. used person., s -to thin information.
g Permit that erroneously-finplies that the ice havethe property owner obtain An "Owner -Builder"
an Owner -Builder, May be-hel property owner 'IS Providing his or her own labor d liable and subject to serious financial '-*-k f, any -' '. . r and material personally. 1, as
and his or her employees while working on Us or any injuries sustained by an unlicensed person
my Property. My homeov;-iieils
injuries- I am willfully acting as an Owner -Builder and am aware .�Tst�,n,e May not proVide coverage for those
In my property. 1�tuits Of MY insurance coverage for injuries to workers
2. 1 understand building perruits are not required
0 tinction and I to besigned by property owners iinle'ss they are responsible for the
assume this 17"nsibility.
3- 1 understand as an "Owner_tui1der!,,I a
Y J in the responsible Party .4-itcord,on the pjc��t I understand that I may protect
if from Potential financial risk by hiring it licensed
wn. Con and having'the%Pemlitfiled iin his brhe- r name instead of ray
4- 1 understand Contractor, are required by I a -w to be licensed and b
ts and contra'cts. onded in California and to list their lic
ense nurnhers on
5. 1 understand if I employ or otherwise engage any peCalifornia licensed contractors, and the tow value
der state and federal t4 Cl�
law. ($ 00), ro SZ
#construction is at least five hundred dollars 5 including Hiateri2is, I may. be considered an "ernployee,
6-1
6. 1 understand it I 11M considered an
ve - employer" under state and federal must register with the state and fed
withhold payroll taxes . ;provide *oriew:,c6, - �. : .. I..'...-, - . I . ..
prov]. .. I . . nVensadii disability �i - ' - - � era
compensation for each "einployee."'I also understand _nsurante 'And cbntHbute to lime
k abide -b
rstand -rny,f�ilure'j� niployment
thdk;-h1ws nliy �ubject ine t
0 -ScnOus fifiahcial
s ct�r I understand under California Contractors, state Licem,
e Uw. an Ovfter-Builde'r who builds singgle-farnily residential
es cA=Oi legally build them- with the' �ntcnt j6 offer theri,
subcontractors and thi number of structures docs 80P, Wat till' Work is 111. if by 4censed
no exceed f, thin pe. o
our cA, ,
under contract with a licensed general building Contractor chdar _:O� ot
the Work is performed
8. 1 understand as an Owner -Builder if I sell the property for which this permit is issued, I may be held liable for an
a tial or. personal injuries'sustained by afiy iubsequbiii ter(s) that y
Alma.9 at r6sult from any latent construction defects in the
ziship or materials.
e ' 9. , I understand I may obtain more information regarding my'obligations as an "employer" from the Internal Rev'
e enuc
ce, the United States Small -Business Administration, the i3*1Jfoniia Department of Behefit Payments, and the Cal4fnia
Division of Industrial Accidents. I also understand I may contact the California Contractors' State . License Board (CSLB) at 1
21-CSLB (275.2) or w%vw.cdb_ca.gov for more information about licensed contractors..
0. 1, am aware of and consent to an Owner -Builder -build
.ing permit applied for in Ty name, and understand that I am the
legally, and financially responsible for pi*��jed th
construction it it e - following address:
7 00 '7W e- e -
agree that as the party
legally and fmanciany OJ: ible� for
licable laws and .resp, is this proposed construction activity, I will. abide by all
requirenients t6i'go-vem. bwner-Buildes as.iell as en'lliloydrs.
12. 1 agree to notify the issuer Of this form immediately of any additions
deletions, or changes to any of the informatio" I
ve rovided. on this form Licensed contractors are regulated by laws designed to protect the.n
public. If you contract with
someone who does not have a license, the Contractors' State License Board may 'bt unable to assist you with any financial loss
you may sustain as a result of a complaint. Your only.remed unlir-ensed.Contractois may be in civil court:
important for you to .understand that if 'an unlic-c'ns-ed ContractorY. agal st vi It is alio
f1h in idi 'I or him i's
. . , Or en.ip oyee o . at
On Your Property, You may be held liable di.y. Va ixtiured while woricing
y for damages. -If Y04 obtain aii perift'as O'wm6r-Builder and wish ' " Contractors,
Wish to filr� tractors,
you will be responsible for verifyingi&U14 or nioiftho�ie`6n�..ctdis aii , properly licensed and the staius of their I workers,
compensation insurance coverage.
rop
Before A,building Permit can be issued, this fo*rm, must be completed and signed by the property owner and. returned to
the agency responsible for issuing the"" ii -A., copy - , properly - _ , i- .. _
pernut. No .
te: WY 6f * P rOP MY, 6 d
other verification accepw e s�nte� wher s river s tarinitim Or
reqWred to be pje��ntjd when it is
= q 1,1
owner's signature. en the �erin issued to virih the prop"
Signature of property owne
Date:e-)
Note: The following Authorization Form is required to be completed by the property owner on when designating
an agent of the property owner 16 apply for only
or a construction permit for,the Qwner-Builder.
AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF
Excluding the Noiice.to PropertyOwner, execution of which undetstand is myp,6nofial r"e,sp6tisibility, I hereby"alfthorize
the folloiiiig person(s):to act as to•
m apply f0f, sigh� and -file thedocurn6its i1c'ets '' to
Permit for my project c ary obtain an 6wi�-Btihde,
Scope Of Construction Project (or Description of Work):
Project Location or Address: Qn,& WE 51 PEX&L
Name of Authorized Agent:Sn���J�
-'UNo 0-7 (1Z
Address of Authorized Agent: 5f�+
I declare under penalty,of perjury that I am,the proXtty Owner for the address
infbrniation an s listed above and Personally filled out the above
d certifv its accurst owner's h;er's ii�e form �Y_ !f the
acceptable to the agency is the
Pennit is 6su.e� nolarizatioi ' t,,br other velification
to -VOift thePrd,6erty owner's sig7Zdture..
Signator
Property Owner's Signa . . -.
Date:
PGA WEST.
RESIDENTIAL ASSOCIATION, INC.
May 20, 2016
City of La Quinta
Community, Development Department
78495 Calle Tampico
La Quinta, Ca. 92253
Re: Solar System Aiumawood Structures
This is to confirm that the PGA WEST Residential Association, Inc. has authorized Stephen
Herthel, as an employee of The Association, to sign the "Owner Builder Declaration" and Permit
Application on behalf of The Association as our representative.'
The PGA WEST Residential Association, Inc. is the owner of the property and the work is being
done by employees of The Association. The Association provides Workers'. Compensation:
insurance for all workers in the performance of their work.
Your consideration of this information is appreciated.
Respectful)
Richard J. Moore, President, Board of Directors
PGA WEST Residential Association, Inc.
y-- PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES: DESIGN REQUIREMENTS:
GOVERNING CODES: RESIDENTIAL APPLICATIONS - CRC AND IRC APPENDIX H, CBC AND IBC CHAPTER 16, CBC & IBC APPENDIX CHAPTER I.
1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE ROOF LIVE AND SNOW LOADS: 10, 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL 25, 30, 40 & 50 psf)
2012 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA BUILDING AND RESIDENTIAL COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16.
CODES, ASCE/SEI 7 -10 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2010 ROOF LIVE AND SNOW LOADS: 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL 25, 30, 40 & 50 psf)
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 ADDITIONAL DESIGN REQUIREMENTS:
psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION.
•• HO u1AS I. '•, F
CAiPBE,L�L :0
Exp: IZ )T mr
CIVIL
�No.•t 84'1 A
THOMAS IRAY
CkAP&ELL .
DRAWING NOTES:
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE,
ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. •
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE
MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE
NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE
AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES AND PROCEDURES.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE
AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE
SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED
CHANGE ORDER.
6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL.
7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
8. ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3
1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUAL TO ZERO.
9. A MAXIMUM COLUMN LOAD OF 750 POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON
EXISTING OR NEW CONRETE SLABS.
10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL
CARPORTS.
11. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1.
DESIGN CONSIDERATIONS:
11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT.
12. MINIMUM COVER PROJECTION IS 10'.
13. MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET, WHERE COVER IS ATTACHED TO THE
EXISTING OVERHANG.
14. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7.
15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN
ASCE/SEI 7.
16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES; IN
ACCORDANCE WITH ASCE/SEI 7.
17. THE RATIO (H/P), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT),
SHALL NOT EXCEED ONE (1).
18. THE RATIO (UP), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT
BE LESS THAN ONE (1).
MATERIAL SPECIFICATIONS:
Ilk
19. BEAMS SHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT.
20. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED
WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS.
21. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
22. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING
PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER
TABLE 1806.2 AND SECTION 1806.3.4.
23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, AND CONFORM TO A500 GRADE B.
ROLL -FORMED STEEL MEMBERS SHALL CONFORM TO A653 SS GRADE 50 G60.
24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307. ALL BOLTS SHALL
HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
25. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE SIMPSON STRONG TIE.
26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR
1976 OR APPROVED EQUAL.
27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH
RESIDENTIAL ATTACHED PATIO COVERS ONLY (10 AND 20 PSF).
28. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2,
EXCEPTION 2.
WIND SPEED CONVERSION TABLE:
THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBC/IBC.
FOR USE WITH THE CRC/IRC, DIVIDE THE REQUIRED CRC/IRC WIND
SPEED BY 0.6
EXAMPLE: CRC/IRC WIND SPEED IS 85 MPH. THE COVER CONSTRUCTION
SHALL BE BASED ON 85 MPH = 110 MPH.
0.6
WHERE SNOW LOADS OCCUR, IT IS THE REPONSIBILITY OF THE
CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL
AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND
SLIDING, PER ASCE 7-10, SECTION 7.7 AND 7.8, IS REQUIRED. SEE
SHEETS 49 FOR SPAN REDUCTION FACTORS.
ThinkPad\Duralum\IAPMO 0195\5-21-14 Submittal\5-21-14 A 4.dwg, 8/25/2014 2:13:27 PM, CutePDF Writer,
1. TABULATED SPANS FOR SNOW LOADS HAVE BEEN ADJUSTED FOR ROOF APPLICATIONS.
2. BASIC WIND SPEEDS: 110, 120,130 MPH, EXPOSURES B AND C.
3. OCCUPANCY CLASSIFICATION AND RISK CATEGORY: 11, 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 os= 1.0, S.,= 0.50
RESPONSE, MODIFICATION FACTOR, R:1.25
6. DESIGN ASSUMPTIONS:
A. BUILDING HEIGHT OF MAIN STRUCTURE (MEAN ROOF HEIGHT): 20'
B. LEAST BUILDING WIDTH OF MAIN STRUCURE: 30-
C. MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING: 10'X 10'
A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION:
EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY
THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-LISTED
EVALUATION REPORT. AT A MINIMUM, SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE
FOLLOWING INFORMATION FROM THIS EVALUATION REPORT:
A. TITLE SHEET AND GENERAL NOTES.
B. STRUCTURAL CONFIGURATION (i.e.. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED).
C. BASED bN THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL SPAN
TABLES.
D. TYPE OF HEADER, POST TYPE & QUANTITY, FOOTING SIZE (WHERE REQUIRED) BASED ON THE
SITE-SPECIFIC DESIGN LOADS.
E. APPROPRIATE STRUCTURAL DETAILS.
F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING
JURISDICTION.
SHEETINDEX:
SHEET # SHEET TITLE / DESCRIPTION
WIND SPEED CONVERSION TABLE:
CBC / IBC
WIND SPEED
EQUIVALENT CRC / IRC
WIND SPEED
110 MPH
85 MPH
120 MPH
93 MPH
130 MPH
101 MPH
SEE CONVERSION METHOD, THIS PAGE,
FOR APPLICATION AND USE.
SITE DESIGN PARAMETERS:
SITE ADDRESS:
WIND SPEED & EXPOSURE:
Ito M*
Rj� SNOW
T-1 ........... TITLE SHEET, DESIGN LOADS, GENERAL NOTES I CITY OF LA QUINTA
1 ............SOLID PANEL STRUCTURES BUILDING & SAFETY DEPT.
2 ............OPEN LATTICE STRUCTURES
3-4 .........PANEL SPANS TRI -V, W -PANEL & FLAT PAN APPROVED
5 ............MINIMUM FASTENERS FOR CONSTRUCTION
6 ............RAFTER SPANS FOR OPEN LATTICE COMMERCIA & PATIO
7 ............HEADER BEAM TYPES, COLUMN / POST TYPESDATE b Z �1 b BY
8 ............EXISTING EAVE CONNECTION DETAILS
9 ............HANGER CHANNELS AND MOUNTING BRACKETS
10 ..........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS
11 ...........LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS
12 ...........BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS
13 ...........HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS
15-17 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH
18-20 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 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 L.L, 110-130 MPH
37-38 ...:..LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF-L.L, 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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SOLID PANELS SPANS FOR COMMERCIAL & PATIOS
24" TRI= V" PAN
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"x2Y2"x0.018" 0.85
0.80 0.65 0.65 - -
24"x2Y"x0.024" 0.90
PANEL -r"110
MPH
SPAN
120 MPH
SPAN
130 MPH
SPAN
LUSL
(IN.)
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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9'-0"
8' 6"
8'-7"
8'-1"
8'-2"
7'-5"
12'-3"
12'-3"
12'-3"
12'-3"
12'-3"
12'-3"
10
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10'x"
9'-9"
14'-3"
14'-3"
1�3"l14'-3"
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12.1"
11'-3"
10•-8"
8' 1"
8'-4"
8' 4"
8'-4"
8' 1"
8'4"
.018
7'-9"
7'-5"
7'-5"
7'-2"
T-2"
6'-10"
10'-1"
10'-1"
10'-1"
10'-1"
10'-1"
10'-1"
20
.024
8' 8"
8'-4"
8'-5"
8'-1"
8'-1"
7'-9"
12'-1"
12'-1"
12'-1"
12'-1"
12'-1"
12'-1"
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9'-9"
7'-3"
7'-3"
7'-3"
7'-3"
7'-3"
7'-3"
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7-8"
7'�"
7'-0"
7'-1"
8'-9"
8'-9"
8'-9"
8'-9"
8'-9"
8'-9"
25
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8' 8"
8' 4"
8'-5"
8'-1"
8'-1"
7'-9"
9'-8"
9'-8"
9' 8"
9'-8"
9' 8"
9'-8"
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10'-0"
10'-2"
10'-2"
9'-7"
9'-2"
6'-7"
6'-7"
6'-7"
6'-7"
6'-7"
6'-7"
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7'-0"
6'-9"
6'-10"
6'-7"
8'-3"
8'-3"
8'-3"
8'-3"
8'-3"
30
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8'-0"
8'-0"
7'-9"
7'-9"
7'-5"
9•-1"
9'-1"
C) 1"
91-1"
9'-1"
9'-1"
.032
9'-10"
9'-6"
9'-6"
9'-1"
9'-2"
V-10"
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE 10
ROOF LIVE/SNOW LOAD, psf
20 25 30 40 50
12"x3Y2"x0.020" -
- 0.88 0.83 0.75 0.80
24"x2Y2"x0.018" 0.85
0.80 0.65 0.65 - -
24"x2Y"x0.024" 0.90
0.88 0.70 0.65
24"x2Y2"x0.032" 1 0.90
0.88 - -
(1) MULTI -SPAN REDUCTION FACTORS ARE ONLY
APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN
IN TABLE 1 ABOVE.
NOTE: PANEL FASTENERS
ARE SHOWN IN TABLES 1,2 AND 3, SHEET 4
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
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11'-1" 11'-1" 11'-1" 11'-1" F.
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11'-0" 10'-7" 10'-0" 10'-2" 10'-3" 9'-9" 9'-11" 9'-7" 9'-7" 9'-2" 9'-3" 8'-10" 12'-0" �1�1�-6� 11'-7" 10'-10" 11'-0" 10'-6" a �
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13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 032 1V-4' 11'4" 11' 4" 11'x" 11'-0" 11 4" 032 12'-1" (12-1 2'-1" 12'-1" 12'=1" 12'-1"
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12'-7" 12' 8" 12'-2" 12'-3" 11' 6" 11'-10" 11'-3" 11'-3" 10'-9" 10-10" 10'-0" 14'-1" 13'-7" 13 8" 13'-1" 13'-2" 12'x"
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15'-0" 14'-0" 14'-2" 13'-7" 13'-0° 13'-0" 13'-3" 12'-9" 12'-9" 12'-3" 1213 11'-9" 15-4- 15'-1" 15'-1" 14' 8" 14'-9" 14'-1" E
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211'-3" 11'-3" 11 •-3" 11'-3" 11'-3" 11'3" 9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 10'-4" 10'4" 10'-4" 10'-4" 10' 4" 10'-4" h Zzo2a oza o2a w
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12'-1" 11'-10" 11' 6" 11'-1" 10' 8" 10'-9" 10'x" 10 4" 10'-0" 13'-2" 12'-0" 13'-0" 12' 6" 12'-7" 11'-10 n O w
13' 4" 13'13" 13' 4" 13' 4" 13' 4" 13'x" 040 11'-T 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 040 12 -3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" o z N
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14'-2" 13'-8" 13' 6" 13'-0" 13'-3" 12'-6" 12'-7" 12'-2" 12'-2" 11 8" 11'-9" 113 14'-9" 14' 6" 14'-7" 14'-1" 14'-1" 13'-7" O a e
9' 1" 91-1 9.1. 9, 1" 911. 911. 8'-0" 8'-4" 8-4" 8'-4" K72"
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032 9'-9" 9'-9" 9'-9" 9'-9" 9-9" 12'1" 12'-9" 12'9" 12'-0" 12'-6" 12'1" z a
032 .032 ui o w ..
11'-0" 10'-7" 10'-2" 9'-10" 9'-10" 9'-7" 9'-7" 9'-3" 10'-3" 10'-1" 10'-1" 9'-10" 9'-10" m N Z m
12'-2" 12'-2" 12'-2" 12'-2" 10'_7^ 10 _7" 10.7" 10 _7^ 10'_7" 10 _7" 11 _2" 11 _2" 11,_2" 11 •_2" 11,_2" 11,_2" z ui w
040 .040 .040 3 �;; J N
12'$" 12'x" 12'x" 12'-1" 11'-0" 11'-2" 11'-2" 10' 8" 10'-10" 10'-6" 13'-9" 13'x" 13 6" 13'-0" 13'-1" 12'-7" o o L
.020(l) 8 2" 8 2' 8-2- 8 2" 020 T-5" 7'-5" 7'-5" 7'-5" 7'-5" P-5" 020 8'-3" 8 3" IT -3" 8 3" 8`3" - 8 3"
La
6'-11" 6'-11" 6'-9" 6'-5" 6'-5" 6'-5" 6'-3" 6'-3" 6'-1" 7' 8" 7'-7" T 8" 7'-5" 7' 6" T-2"
024
9'-2' 9'2" 9 2" 9-2- 9'2' 9 2" 024 8'-3" 8'-3" 8'-3" 8'-3" 8•-3" 8'3" 024 8-9 8' -9" 8 -9" 8'-9" 8'-9" 8'9" LL
50 8' o 7'-10" 7'-10" 7'-8" 7'-8" 7'-6" 50 7 4" 7 3 7 3" 7 1" 7-0" 1 11 8'-9" 8-7* 8 7" 8 5" 8 4" 8-1" 50 W O
10'-7" 10'-7" 10'-7" 10'-7" 10'-7" 10'-7" 032 91-1" 9 -1" 9111, 9 1" 9 1" 9 -1" 032 9 -8" 91-8" 9 -8" 9 -8" 9 -8" 9 8" w
.032
9'-7" 9'-7" 9'-7" 9'-3" 9'-5" 8'-11" 8'-9" 8'-7" 8' 6" 8'-5" 8' 4" 8'-3" 10'x" 10'-3" 10'-3" 10'-1" 10'-1" 9'-s" a =
11'-3" 11'3" 11'-3" 11'-3" 11'-3" 11'-3" 040 9-9" 9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 040 10'1;" 10'-4" 10'-4" 10'14" 10'-4" 10'4" Q rn
040
11'-0" 10'-10" 10'-10" 10'-7" 10' 8" 10' 4" 9'-10" 9'-9" 9'-9" 9'-5" 9'-7" 9'-2" 11'-10" 11'-T 11'-9" 11'-0° 11' 6" 11'-2"
No. C37Z
� EXP- 03/31/ J�`"� )
4'�MOMAS
I. .�
CA-IPBELL �O
mExp:
•'• IVIL c
C
,^!0,•1841 A
TNOIIAS TRAY
CAMPBELL
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tn
a
# LL
d' O
W
2W
IL x
Q rn
MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER
`
FOR ATTACHED AND FREESTANDING SOLID COVERS
Z
TABLE 1
TABLE 2
TABLE 3
W
(2) 2"x6 %2" AND
WALL HANGERS, 3"x8" AND
EXTRUDED AND 3"x8"
WITH
z z
uJ
W
6 %2" ROLL FORMED BEAMS
STEEL HEADERS
STEEL INSERT HEADERS
N:Q
NUMBER OF N0.14 TEK OR SMS SCREWS
NUMBER OF NO. 14 TEK OR SMS SCREWS
NUMBER OF NO. TEK OR SMS SCREWS
a
o
PER FOOT OF BEAM LENGTH
j o
PER FOOT OF WALL HANGER AND BEAM LENGTH
PER FOOT OF BEAM LENGTH
f
3
D 0
w w a
a. w D
110 MPH 120 MPH 130 MPH
110 MPH 120 MPH 130 MPH
110 MPH 120 MPH 130 MPH
~
EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C
~
EXP. B ,EXP. C EXP. B EXP. C EXP. B EXP. C
~
EXP. B EXP. C EXP. B EXP. C EXP. B
EXP. C
L) _ °_
° 9
5'
1 1 1 1 1 2
S
1 1 1 1 1 1
5'
1 1 1 1 1 1
1 2 2 2
2 2
1 1 1 2 2 2
1 1 1 1
1
1
w
6'
1 1 1 2 2 2
6
1 1 1 1 1 26,
1 1 1 1 1 1
2 2 2 2
2 3
1 2 2 2 2 2'
1 1 1 1
1
1
�.
1
1 1 2 2
2
7.
1 1 1 2 2 2
�,
1 1 1 1 1
1
LL
S 2
2 2 2 3 3 3
2 2 2 22 2
1 1 1 1 1 2
$�
1 2 2 2 2 2
$�
1 - 1 2 2- 2 2
8'
1 1 1 1 1 1
2 2 2 3
3 3
2 2 2 2 3 3
1 1 1 2
1
2
00
g1
2 2 2 2
2
9'
1 2 2 2 2 2
'
9
1 1 1
1
cl N
No
2 3 3 3
3 4
2 2 2 3 3 3
1 1 1 2
2
2
Rn
uz
10
2 2 2 3
10�
1 .2 2 2 2 2
10'
1 1 1 1 1 1
2 3 3 3
3 4
2 2 2 3 3 3
1 2 2 2
2
2
00
11
2 2 2
3
11'
2 2 2 2 2 3
11'
1 1 1 1 1
2
>_x
'
3 3 3 4
4 4
2 3 3 3 3 3
1 2 2 2
2
2
12'
2 2 3 3 3 3
12'
2 2 2 2 2 3
12'
1 1 1 1 1 2
3 3 3 4
4 5
2 3 3 3 2 4
2 2 2 2
2
2
13
2
r3 2 4 2 4 3 4 3
4 3 5
13'
2 2 2�332 3 3 3 3 3 4
13'
1 2 1 2 1 2 1 2 1
2
2
2
W
a�
LL Z
FOOTNOTE: "SAMPLE"
LL
'
FIGURE INDICATES ATTACHED
Z
�
r
FIGURE INDICATES FREESTANDING
E
8
r E
0
m
m p
v
LL U C�
� p m
Lu
�Uco
}�yv
0
cnow�
> wo
O2zpr
UJaN
IL
E
rr
0
w
Z v
wow..
o m
m N Z p
2 di lL W
di
QQ N
U W
C Q
❑Ot/l d'
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tn
a
# LL
d' O
W
2W
IL x
Q rn
+ ,• J . f MLUIVI. t%LLv T ;• �� r.w.v.. -w . 1.. `i , r,w. -1w. vv , v • _
3004-H36 _ = 6063-T6 6063-T6 . 6063-T6�� " `
t _ ` W/ 1 „C„ INSERT
G . ALUM. ALLOY 6063-T6 N =
i
as
14 GA. R u W/ 2 "C„ INSERTS o
t fl
i T *
7. e7s•- , ASTM ALUM. ALLOY 6063-T6 0 N
G, 1 •- A653 SS - N o
GRADE 50 N
�� - G60 NOTE: o
- +�' 0042"/ ss^ WHERE'C'�INSERT OCCURS AS SHOWN IN . 0 3
SPAa� c� _ '. FULL ENGTH+OF THE 7 IIT SHALL I--BEAM.ALLEDTWO
HE , _
7 ` ! 0.042" 6.042^ -
Q Fr- rr- TYP. TYP. 0.625"
No: C37948 • ,
EXP._D3/31/%5" r '
NOTE: �
I I # , . !, 2.875^ t •EACH HEADER BEAM TOP AND
{S` 4 r 3.0" yl- - 1
2.0" MAX 2.0" _ �� �� �� BOTTOM FLANGES SHALL BE CUT AT . _ w N
"' 3x8 x0.042 BEAM EACH INTERIOR COLUMN WHERE 3 wa
' DBL.;2"x6.5"X0.042" ' _ OR MORE COLUMS OCCUR. DO NOT
I I t I I W/ 14 GA. STL. INSERT CUT FLANGES AT END COLUMNS. z
ALUM. ALLOY 3004-H36 I.-3.0"� `. I ---- 3.0. 4 0" �I--3.o^--I M - .,OR EQUAL MAX. ASTM A653 GRADE 50 G60' W
BL. 2"x6.5"x0.032" coo
3"x8"x0.042"BEAM DBL. 3"x8
x0.042" BEAM 3"x8"x0.042" BEAM
CENT Ci
�� 2fi1
(�)PALUM.
ALLOY 3004-H36 1 K ALUM: ALLOY 3004-H36 L' ALUM. ALLOY 3004-H_36 ;, W/ 12 GA. STL. INSERT ` F
f
OR EQUAL - ' ' OR EQUAL • OR EQUAL N ASTM A653 GRADE 50 G60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS _ 8
OCCUR AS SHOWN IN THE SPAN TABLES; m E
�Q, q OF a `THEY SHALL BE INSTALLED THE FULL LENGTH •
OF THE 3"x8" BEAM.
T=12 OR _ _ - 2.m
' 0 2
�
14 GA. COLUMN / POST TYPES �
ASTM
A653 SS r
GRADE 508.0" d! C' • G=3"SQ-xt=0,188" > 5 y <
/�s r G60 > O -.
Q + HO t�AS•[_ %� TYP. ' 0.024" � r •~ - 3�.SQ.Xt=0.250" � � j Lu A
CAMPBELL 0.032"
2 4.642"=3"SQ.xt=0.313++ o �
�•"pC�VIL + c' - - 4 J as o m
dp, ; PLASTIC "=4"SQ.xt=0.188"
Nom1I" • F�-3.0"�F�- 4.0" 3.0"•-- r. y PLUGS - '
0 1 t 1.00^ 6.5" � ''(=4"SQ.xt=0.250" �
MAX. 040" ALUM. Z
• 048" STEEL I' #10 SMS „
DBL.3"x8"x0:042°.BEAM �° -: �" @2SIDE z w
3.0 0
NAL W/.DBL. 14 GA. STL. INSERT 3 w � N
\a N ALUM. ALLOY. 3004=H36 , 3.0" ze" --3 R� _o.o n �_ �-- - -
kf�,• -^T� _ 032" _ _ -0.075'.__ - �3.V 4.0"
OR EQUAL -ALUM.-` TYP.
'" = t
Q: .8 415.2282 •; DBL. 3"x8"x0.042" BEAM 2.0" 3.0" 2.0" � ,
THWASIRAY r W/ DBL. 12 GA. STL°. INSERT t '--30°----� 3.0^ +
LL,
CA ?IPBEtL P ALUM. ALLOY 3004-H36 �ALUM.
UM POST 3" SQ. ALUM. POST 3" SQ. ALUM. POST �=-30"�_ � '� -
•; OR EQUAL • Buj
OY 3004-H36 C' ALUM. ALLOY 3004-H36 _ 3.0^ oR a.o" O w _WITH SIDEPLATES MAG POST
-�ar� .'W
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS HEIGHT LIMITED TO 3" SQ. STEEL POST D ALUM. ALLOY 3004-H36 E ALUM. ALLOY SQ. STEEL POST- a X
SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED 10'-0" MAXIMUM. F ,
THE FULL LENGTH OF THE 3"x8" BEAM. ASTM A653 GRADE 50 CP60 OR EQUAL 6063-T6 ASTM A500 GRADE B '
F
ThinkPad\Duralum\IAPMO 0195Z-21-14 SubmittaK5-21-14 A 5.dwg, 8/27/201411:41:38 AM, CutePDF Writer,
-
A
• i
t.
HEADER BEAM TYPES
1.52" -
+ ,• J . f MLUIVI. t%LLv T ;• �� r.w.v.. -w . 1.. `i , r,w. -1w. vv , v • _
3004-H36 _ = 6063-T6 6063-T6 . 6063-T6�� " `
t _ ` W/ 1 „C„ INSERT
G . ALUM. ALLOY 6063-T6 N =
i
as
14 GA. R u W/ 2 "C„ INSERTS o
t fl
i T *
7. e7s•- , ASTM ALUM. ALLOY 6063-T6 0 N
G, 1 •- A653 SS - N o
GRADE 50 N
�� - G60 NOTE: o
- +�' 0042"/ ss^ WHERE'C'�INSERT OCCURS AS SHOWN IN . 0 3
SPAa� c� _ '. FULL ENGTH+OF THE 7 IIT SHALL I--BEAM.ALLEDTWO
HE , _
7 ` ! 0.042" 6.042^ -
Q Fr- rr- TYP. TYP. 0.625"
No: C37948 • ,
EXP._D3/31/%5" r '
NOTE: �
I I # , . !, 2.875^ t •EACH HEADER BEAM TOP AND
{S` 4 r 3.0" yl- - 1
2.0" MAX 2.0" _ �� �� �� BOTTOM FLANGES SHALL BE CUT AT . _ w N
"' 3x8 x0.042 BEAM EACH INTERIOR COLUMN WHERE 3 wa
' DBL.;2"x6.5"X0.042" ' _ OR MORE COLUMS OCCUR. DO NOT
I I t I I W/ 14 GA. STL. INSERT CUT FLANGES AT END COLUMNS. z
ALUM. ALLOY 3004-H36 I.-3.0"� `. I ---- 3.0. 4 0" �I--3.o^--I M - .,OR EQUAL MAX. ASTM A653 GRADE 50 G60' W
BL. 2"x6.5"x0.032" coo
3"x8"x0.042"BEAM DBL. 3"x8
x0.042" BEAM 3"x8"x0.042" BEAM
CENT Ci
�� 2fi1
(�)PALUM.
ALLOY 3004-H36 1 K ALUM: ALLOY 3004-H36 L' ALUM. ALLOY 3004-H_36 ;, W/ 12 GA. STL. INSERT ` F
f
OR EQUAL - ' ' OR EQUAL • OR EQUAL N ASTM A653 GRADE 50 G60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS _ 8
OCCUR AS SHOWN IN THE SPAN TABLES; m E
�Q, q OF a `THEY SHALL BE INSTALLED THE FULL LENGTH •
OF THE 3"x8" BEAM.
T=12 OR _ _ - 2.m
' 0 2
�
14 GA. COLUMN / POST TYPES �
ASTM
A653 SS r
GRADE 508.0" d! C' • G=3"SQ-xt=0,188" > 5 y <
/�s r G60 > O -.
Q + HO t�AS•[_ %� TYP. ' 0.024" � r •~ - 3�.SQ.Xt=0.250" � � j Lu A
CAMPBELL 0.032"
2 4.642"=3"SQ.xt=0.313++ o �
�•"pC�VIL + c' - - 4 J as o m
dp, ; PLASTIC "=4"SQ.xt=0.188"
Nom1I" • F�-3.0"�F�- 4.0" 3.0"•-- r. y PLUGS - '
0 1 t 1.00^ 6.5" � ''(=4"SQ.xt=0.250" �
MAX. 040" ALUM. Z
• 048" STEEL I' #10 SMS „
DBL.3"x8"x0:042°.BEAM �° -: �" @2SIDE z w
3.0 0
NAL W/.DBL. 14 GA. STL. INSERT 3 w � N
\a N ALUM. ALLOY. 3004=H36 , 3.0" ze" --3 R� _o.o n �_ �-- - -
kf�,• -^T� _ 032" _ _ -0.075'.__ - �3.V 4.0"
OR EQUAL -ALUM.-` TYP.
'" = t
Q: .8 415.2282 •; DBL. 3"x8"x0.042" BEAM 2.0" 3.0" 2.0" � ,
THWASIRAY r W/ DBL. 12 GA. STL°. INSERT t '--30°----� 3.0^ +
LL,
CA ?IPBEtL P ALUM. ALLOY 3004-H36 �ALUM.
UM POST 3" SQ. ALUM. POST 3" SQ. ALUM. POST �=-30"�_ � '� -
•; OR EQUAL • Buj
OY 3004-H36 C' ALUM. ALLOY 3004-H36 _ 3.0^ oR a.o" O w _WITH SIDEPLATES MAG POST
-�ar� .'W
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS HEIGHT LIMITED TO 3" SQ. STEEL POST D ALUM. ALLOY 3004-H36 E ALUM. ALLOY SQ. STEEL POST- a X
SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED 10'-0" MAXIMUM. F ,
THE FULL LENGTH OF THE 3"x8" BEAM. ASTM A653 GRADE 50 CP60 OR EQUAL 6063-T6 ASTM A500 GRADE B '
F
ThinkPad\Duralum\IAPMO 0195Z-21-14 SubmittaK5-21-14 A 5.dwg, 8/27/201411:41:38 AM, CutePDF Writer,
HEADER BEAM TYPES
1.52" -
GUTTER
' EXT. CLIP r
0.375"
z
w
1.79"I
'
SPLICE I
I
.�
-T=12 GA.
INSERT
T=0.125"
z
U r, ,
Zo
WHERE I
ASTM A653 SS
WHERE
ALUM.
w N
SPLICE
WHERE
OCCURS ,
\V'
GRADE 50 G60
3.0"
`
OCCURS
ALLOY
6063-T6
vi g Q
L2 ^
i.5"
2.57"
SPLICE
WHERE
g 0
I I
OCCURS
I
I
4.6"
.032"
ALUM.
t
6.656"
7.0"
2
U --
0.73"
OCCURS
-
II II
4.0"
'
I
�O F
y,
I II
II
3.U"
_
0.070"
0.065" I
I
�
TYP.
a ED
.075"
TYP.
}
I TYP. . I
r f�
--3.0"
J W oTYP. ,
.038'
II II
2.04"
, I
I
W ❑ <
2.08"
I f
-
�.
i
SQ.0.032" ALUM. BEAM
-
0.375"
IM U)
a 0
.,
L-----------�3"
W/ 12 GA. STL. _"U" CHANNEL
E
o
J Z
2s3^
F-
ASTM A653 SS GRADE 50 G60
1 -
os
_
3.0'
4.003.0"
_
.
+ ,• J . f MLUIVI. t%LLv T ;• �� r.w.v.. -w . 1.. `i , r,w. -1w. vv , v • _
3004-H36 _ = 6063-T6 6063-T6 . 6063-T6�� " `
t _ ` W/ 1 „C„ INSERT
G . ALUM. ALLOY 6063-T6 N =
i
as
14 GA. R u W/ 2 "C„ INSERTS o
t fl
i T *
7. e7s•- , ASTM ALUM. ALLOY 6063-T6 0 N
G, 1 •- A653 SS - N o
GRADE 50 N
�� - G60 NOTE: o
- +�' 0042"/ ss^ WHERE'C'�INSERT OCCURS AS SHOWN IN . 0 3
SPAa� c� _ '. FULL ENGTH+OF THE 7 IIT SHALL I--BEAM.ALLEDTWO
HE , _
7 ` ! 0.042" 6.042^ -
Q Fr- rr- TYP. TYP. 0.625"
No: C37948 • ,
EXP._D3/31/%5" r '
NOTE: �
I I # , . !, 2.875^ t •EACH HEADER BEAM TOP AND
{S` 4 r 3.0" yl- - 1
2.0" MAX 2.0" _ �� �� �� BOTTOM FLANGES SHALL BE CUT AT . _ w N
"' 3x8 x0.042 BEAM EACH INTERIOR COLUMN WHERE 3 wa
' DBL.;2"x6.5"X0.042" ' _ OR MORE COLUMS OCCUR. DO NOT
I I t I I W/ 14 GA. STL. INSERT CUT FLANGES AT END COLUMNS. z
ALUM. ALLOY 3004-H36 I.-3.0"� `. I ---- 3.0. 4 0" �I--3.o^--I M - .,OR EQUAL MAX. ASTM A653 GRADE 50 G60' W
BL. 2"x6.5"x0.032" coo
3"x8"x0.042"BEAM DBL. 3"x8
x0.042" BEAM 3"x8"x0.042" BEAM
CENT Ci
�� 2fi1
(�)PALUM.
ALLOY 3004-H36 1 K ALUM: ALLOY 3004-H36 L' ALUM. ALLOY 3004-H_36 ;, W/ 12 GA. STL. INSERT ` F
f
OR EQUAL - ' ' OR EQUAL • OR EQUAL N ASTM A653 GRADE 50 G60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS _ 8
OCCUR AS SHOWN IN THE SPAN TABLES; m E
�Q, q OF a `THEY SHALL BE INSTALLED THE FULL LENGTH •
OF THE 3"x8" BEAM.
T=12 OR _ _ - 2.m
' 0 2
�
14 GA. COLUMN / POST TYPES �
ASTM
A653 SS r
GRADE 508.0" d! C' • G=3"SQ-xt=0,188" > 5 y <
/�s r G60 > O -.
Q + HO t�AS•[_ %� TYP. ' 0.024" � r •~ - 3�.SQ.Xt=0.250" � � j Lu A
CAMPBELL 0.032"
2 4.642"=3"SQ.xt=0.313++ o �
�•"pC�VIL + c' - - 4 J as o m
dp, ; PLASTIC "=4"SQ.xt=0.188"
Nom1I" • F�-3.0"�F�- 4.0" 3.0"•-- r. y PLUGS - '
0 1 t 1.00^ 6.5" � ''(=4"SQ.xt=0.250" �
MAX. 040" ALUM. Z
• 048" STEEL I' #10 SMS „
DBL.3"x8"x0:042°.BEAM �° -: �" @2SIDE z w
3.0 0
NAL W/.DBL. 14 GA. STL. INSERT 3 w � N
\a N ALUM. ALLOY. 3004=H36 , 3.0" ze" --3 R� _o.o n �_ �-- - -
kf�,• -^T� _ 032" _ _ -0.075'.__ - �3.V 4.0"
OR EQUAL -ALUM.-` TYP.
'" = t
Q: .8 415.2282 •; DBL. 3"x8"x0.042" BEAM 2.0" 3.0" 2.0" � ,
THWASIRAY r W/ DBL. 12 GA. STL°. INSERT t '--30°----� 3.0^ +
LL,
CA ?IPBEtL P ALUM. ALLOY 3004-H36 �ALUM.
UM POST 3" SQ. ALUM. POST 3" SQ. ALUM. POST �=-30"�_ � '� -
•; OR EQUAL • Buj
OY 3004-H36 C' ALUM. ALLOY 3004-H36 _ 3.0^ oR a.o" O w _WITH SIDEPLATES MAG POST
-�ar� .'W
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS HEIGHT LIMITED TO 3" SQ. STEEL POST D ALUM. ALLOY 3004-H36 E ALUM. ALLOY SQ. STEEL POST- a X
SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED 10'-0" MAXIMUM. F ,
THE FULL LENGTH OF THE 3"x8" BEAM. ASTM A653 GRADE 50 CP60 OR EQUAL 6063-T6 ASTM A500 GRADE B '
F
ThinkPad\Duralum\IAPMO 0195Z-21-14 SubmittaK5-21-14 A 5.dwg, 8/27/201411:41:38 AM, CutePDF Writer,
*`~ No. C37948
\.n\\ EXP.03/31/f
M-HOMAS.I. �0
CA.M- PBELL : -11
Exp: : m
CIVIL"Ii
,tt,;o �184�0
T140MAZ TRAY
PMO 01
EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS
A34 FRAMING ANGLE
SEE TABLE 2
FASTENERS, SEE TABLE 3 —
R.F. OR EXT. HANGER—\
CHANNEL, 2X OR 3X
RAFTER BRACKET
ALUM. PANEL OOR—/\ �r
3x ALUM. RAFTER \\
EXIST. FASCIA BOARD
ALLOWABLE PROJ. EXISTING EAVE__
TO BEAM OVERHANG
SEE TABLE 1 (24" MAX.) El
EAVE CONNECTION
n 1. EXISTING ROOF OVERHANG DESIGN LOADS:
RDL = 3 psf (MIN) TO 8 psf (MAX) RLL = 20, 25, 30, 40, & 50 psf
2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS 1200 psi.
TABLE 1
COVER
LUSL
EXISTING
FRAMING MEMBER
AT ROOF
OVERHANG
0
2" x 4" FULL
2" x 6" NOTCHED
2"x6" FULL OR
2"x8" NOTCHED
2"x8" FULL OR
2"x10" NOTCHED
20
2" x 4" FULL
2" x 6" NOTCHED
2"x6" FULL OR
2"x8" NOTCHED
2"x8" FULL OR
2"x10" NOTCHED
255
2" x 4" FULL
2" x 6" NOTCHED
2"x6" FULL OR
2"x8" NOTCHED
2"x8" FULL OR
2"x10" NOTCHED
30
2" x 4" FULL
2" x 6" NOTCHED
2"x6" FULL OR
2"x8" NOTCHED
2"x8" FULL OR
2"x10" NOTCHED
40
2" x 4" FULL
2" x 6" NOTCHED
2"x6" FULL OR
2"x8" NOTCHED
2"x8" FULL OR
2"x10" NOTCHED
550
2" x 4" FULL
2" x 6" NOTCHED
2"x6" FULL OR
2"x8" NOTCHED
2"x8" FULL OR
2"x10" NOTCHED
NOTE: WHERE COVER CONSTRUCTION INCLUDES
DETAIL A OR B, SITE-SPECIFIC ENGINEERING IS
REQUIRED TO VERIFY ADEQUACY OF THE EXISTING
STUD WALL FRAMING WHERE ONE OR MORE OF THE
FOLLOWING CONDITIONS OCCUR:
LEDGER OR WALL HANGER
WITH FASTENER
PER TABLES 3 &
EXIST. RAFTERS AT
24" O.C. AT ROOF t^
OVERHANG
2X FULL DEPTH 3
WOOD SCAB, 1"
WHERE OCCURS,
SEE TABLE 2
2x WOOD STUD OR
CONCRETE WALL
Q WALL CONNECTION
NOTE:
u WALL LEDGER IS NOMINAL LUMBER SIZE 2"x6" (AT 2'x6 Y'
MINIMUM RAFTERS), NOMINAL 2"x8" (AT 3"x8" MINIMUM RAFTERS)
OR KILN -DRY WOOD -FILLED 2"x6 Yz" OR 3"x8" ALUMINUM SECTIONS.
_T_
3/16" STEELNOTE: BRACKET CAN BE LOCATED
8" 0
DESIGN
(E) WALL
COVER
LOADS
OPENING
PROJECTION
10, 20 psf
> 8'
>19
30, 40 & 50 psf
> 6
> 14'
2x WOOD STUD OR
CONCRETE WALL
Q WALL CONNECTION
NOTE:
u WALL LEDGER IS NOMINAL LUMBER SIZE 2"x6" (AT 2'x6 Y'
MINIMUM RAFTERS), NOMINAL 2"x8" (AT 3"x8" MINIMUM RAFTERS)
OR KILN -DRY WOOD -FILLED 2"x6 Yz" OR 3"x8" ALUMINUM SECTIONS.
_T_
3/16" STEELNOTE: BRACKET CAN BE LOCATED
8" 0
1/4"0 HOLES,TYP.
ANYWHERE ON EAVE.
0
[
NOTE: PROVIDE WATER
0
TYP. BRACKET
AT EVERY 2x
PROTECTION, METAL FLASHING
CAUCK JOINTS AND SLOPE
B O O
130, C
TO DRAIN (OPTIONAL)
O
EXISTING EAVE
ALLOWABLE PROJ. TO BEAM
25'13"
_ OVERHANG
SEE TABLE 1
NOTE: PLACE "SIKA FLEX" OR SIMILAR J x_ NOTE: BRACKET MAY BE
MATERIAL BETWEEN BRACKET AND COMP. MOUNTED BELOW RAFTER
SHINGLE ROOFING TO PROVIDE SEAL W/ SAME CONNECTIONS.
,. ALTERNATE EAVE CONNECTION
NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS
WITH A 10 psf MAXIMUM DESIGN LOAD.
TABLE 2 TYPE AND NUMBER OF FASTENERS REQUIRED AT ROOF PANEL
OR RAFTER CONNECTED TO EXISTING ROOF OVERHANG
MAXIMUM PROJECTION
Y2-0 SIMPSON STRONG -BOLT 2 SS
W
a=
� o
In
(A) - SIMPSON A34 FRAMING ANCHOR USING SD9112 SCREWS
(B) - (2) SIMPSON A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL DEPTH WOOD SCAB
FULL LENGTH OF RAFTER TAIL
(MPH)
WIND SPEED MPH AND EXPOSURE
110,13
110,C
120,13
120, C
130, B
130, C
26'-0"
26'-0"
26'-0"
25'-2"
25'13"
20'-7"
10 PSF L.L.
20 PSF L.L.
25 PSF S.L.
30 PSF S.L.
40 PSF S.L.
50 PSF S.L.
26'-0"
26'-0"
26'-0"
25'-7"
25'-4"
21'-2"
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
26-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
110 120 130
110 120 130
110 120 130
110 120 130
110 120 130
110 120 130
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26-0"
5'
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
6'
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(B) (B) (B)
26'-0"
26'-0"
26'-0"
25'-2"
25'4"
20'-7"
T
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(B) (B) (B)
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
8'
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(B) (B) (B)
(B) (B) (B)
9,
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(B) (B) (B)
(B) (B) (B)
26-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
10'
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(B) (B) (B)
(B) (B) (B)
(B) (B) (B)
26'-0"
26'-0"
26'-0"
25'-2"
25'13"
20'-7"
11'
(A) (A) (A)
(A) (A) (A)
(B) (B) (B)
(B) (B) (B)
(B) (B) (B)
(B) (B) (B)
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
12'
(A) (A) (A)
(A) (A) (A)
(B) (B) (B)
(B) (B) (B)
(B) (B) (B)
(B) (B) (B)
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
TABLE 3 c TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER
AND ROOF PANEL RAIL TO FASCIA
OR LEDGER TO EXISTING WOOD STUD WALL FRAMING
26-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
16'-0"
16'-0"
16'-0"
16'-0"
16'-0"
16-0"
(C) - (2) Y4" DIAMETER LAG SCEWS
(D) - %" DIAMETER LAG SCREW
(E) - %4" DIAMETER LAG SCREW
10'-10"
10'-10"
10'-10"
9'-2"
9'-3"
-
26-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
}
rr
10 PSF L.L.
20 PSF L.L.
25 PSF S.L.
30 PSF S.L.
40 PSF S.L.
50 PSF S.L.
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
Q=
m 3
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
15'-6"
15'-6"
15'-6"
15'-6"
15'-6"
15'-6"
110
120
130
110 120 130
110
120 130
110 120 130
110 120 130
110
120 130
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)
6,
(C)
P.
(C)
(C) (C) (C)
. (C)
(C) (C)
(D) (D) (D)
(D) (D) (D)
(D)
(D) (D)
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)
8'
(C)
(C)
(C)
(C) (C) (C)
(D)
(D) (D)
(D) (D) (D)
(D) (D) (D)
(E)
(E) (E)
12'-1"
12'-1"
12'-1"
12'-1"
12'-1"
12'-1"
9'
(C)
(C)
(C) I
(C) (C) (C)
(D)
(D) (D)
(D) (D) (D)
(D) (D) (D)
(E)
(E) (E)
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
15'4"
10'
(C)
(C)
(C)
(C) (C) (C)
(D)
(D) (D)
(D) (D) (D)
(E) (E) (E)
(E)
(E) (E)
11'
(C)
(C)
(C)
(C) (C) (C)
(D)
(D) (D)
(D) (D) (D)
(E) (E) (E)
(E)
(E) (E)
20'-9"
20'-9"
20'-9"
20'-9"
20'-9"
20'-9"
12'
(C)
(C)
(C)
(D) (D) (D)
(D)
(D) (D)
(D) (D) (D)
(E) (E) (E)
(E)
(E) (E)
Th n a- uralum\IA 95\5-21-14 Submittaiv c i- iv A o.awg, 6/L//N 14 11: m ie AM, umerur wmer,
ABLE 4 a,b ANCHORS INSTALLED
INTO CONCRETE WALLS
WITH 6 -INCH MIN.THICKNESS
GOVER NUMBER AND TYPE
LUSL OF FASTENERS
1 O Yz 0 SIMPSON STRONG -BOLT 2 SS
AT 48" O.C. (a,b)
O
Ix
w
z
Z z o
W �y
to a
w ^
aj2
U j� m
U) V) U
<
i
Z
J W 0
Ld
CL
CL U
U z i
"2J Z
a
w
f
f
U
w
U) Z
as
N
O
a
tO.f N
N O
N if
-0
Z
a3
O 14
J r,
WO
J
20
Y2-0 SIMPSON STRONG -BOLT 2 SS
W
AT 48" O.C.(a,b)
8 -J
O Q
z
25
Y2- 0 SIMPSON STRONG -BOLT 2 SS
a
AT 48" O.C. (a,b)
(9 oz
W ~
J W
30
Y2" 0 SIMPSON STRONG -BOLT 2 SS
z z
AT 36" O.C. (a,b)
N 0
40Y2'
0 SIMPSON STRONG -BOLT 2 SS
AT 36" O.C. (a,b)
E
8
500
0 SIMPSON STRONG -BOLT 2 SS
m
AT 24" O.C. (a,b)
ILL U I
0
Co L)
Q Z W
FOOTNOTES TO TABLES 3 & 4:
a. EMBED ANCHOR 3" MINIMUM INTO
>>�p
too w
CONCRETE WALL AND INSTALL IN
> as W N
ACCORDANCE WITH ESR -3037
° ? a N
b. USE 3" SQ.xY4' STAINLESS STEEL
WASHER WHEN INSTALLING NEW
aom�'
WOOD LEDGER AGAINST EXISTING
w
CONCRETE WALL.
w
c. WHERE ROOF PANEL RAIL OCCURS,
z a
USE Y2" DIAMETER LAG SCREW IN
o m
LIEU OF (2) Y4" DIAMETER LAG
Z a 6i W
SCREWS.
3 W J W
<w
oomIr
In 'q
a
U-
0
w °D
w
a x
g rn
.t
H 0AS I.
CAIViPBCLL
Exp: 12 • C
+•• CIVIL
'1/0.184 A
t
TIHOLI iS IRAY
CAMPBELL
HANGER CHANNELS AND MOUNTING BRACKETS
FASTENERS,
T=.060" TYP.
2.740"
SEE TABLE 3, SHEET 4
r
w
w
w
FASTENERS,
1.50" SEE TABLE 3 SHEET 8 300" 078
T=.060"
w
z_
U w c
Z w N
w
63 "�01
9
ALUM. 3004-H36
•06 .25"R
FASTENERS
- SEE TABLE 3 SHEET 8
3"
e"
1.50
t= 0.04"
.010"x90" .202" FASTENERS, • --�
(2) DIA. SEE SHEET 4
is o .563" 2005"
N M 281" _ ____
cl)_
Off-
A
3"
c U
rn
¢ a d
°�° Z z
o
Q CONTINUOUS A- RAIL
OCCURS)
cn
0
w o
co rn
o FASTENERS
N ri
ROOF PANEL (WHERE
IL ww U
c+i SHEET 8
---- �
� -
v Z =
SEE TABLE 3
! '
_
3" 3"
o a
.060"
I ' Fnn f FASTENERS, w ALUM.ALLOY
SEE SHEET 4
FASTENERS,
SEE TABLE 3, SHEET 4
~ w
"----t
1 75
6063-T6:
1.880"
ALUM. ALLOY
2
ALUM.ALLOY
6063-T6 *
ALUM.ALLOY
6063-T6
6063-T6
2
0
OROHANGERED
O EXTRUDED HANGER / CONNECTION
OC I.R. HANGER
"H" BRACKET
NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf
o
MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED
d
a N
AT ROOF LOADS EXCEEDING 30 psf.
(3) %2"Q) LAG SCREWS
1 1/2" 10# L.L.=(2)#14 SMS EA. SIDE
20#,25#,30# L.L =(3)#14 SMS EA. SIDE
/ BEAM SPLICE TO
N .
o
j #14 SDS,
40#,50# L.L.=(4)#14 SMS EA. SIDE
OCCUR DIRECTLY OVER 5/8"0 PLASTIC
a -
3 PER SIDE
I POST. NOT PERMITTED PLUG WHERE
014
y
3/4" OR 1 1/2"
6 SCREWS I @ 2 -POST UNITS SCREW IS INSIDE
1"@
_
PER SIDE I
J
4
" 5" #14 SMS MAY
a
2" x 61/2" OR
------; = - - BE- USE AS
p 3"
5"MIN. 3"x8"ALUM.
3.5" 3.5" ALTERNATE TO
RAFTER
1/4"0 BOLTS
4�E�A�CtH
3.5" 3.5"
Z 0,3/4"
s" 3"x8"ALUM.—
OR 1 1/2"
—--------
--- - ----- - -- - - - — 8".BEAM
5" I
> w zz
XHEADER
u BRACKET
.5"
�i OR ❑2
L)�N
K ww
a t"EXISTING
WOOD STUD FRAMING
SEE NOTES
a " m3"X8"
ALUM.
E) STUCCO
BELOW 1 I 6 1/2"SIDEPLATE EA. W
2Yz" (E) STUCCO
RAFTER
x 3-1/2" LAG SCREWS L.L.=10 psf
i SIDE SEE POST SCHED.
0 x 3-1/2" LAG SCREWS L.L.=20, 25 and 30 psf
#14 SMS EA. SIDE
PENETRATION BRACKET
2 EACH 5/8"0 x 3-1/2" LAG SCREWS L.L.=40 and 50 psf
TOP, MID HEIGHT
(2" MIN. PENETRATION INTO EXISTING WOOD STUD)
AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES
8
NOTE: LENGTH OF LAG SCREW SHALL PROVIDE
THREADED PORTION OF SHANK COMPLETE
NOTE: USE LEDGER WHERE RAFTER SPACING
SEE LATERAL FORrE RESISTING SYSTEM, SHEET 11
m .
PENETRATION INTO EXISTING CORNER STUD.
EXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 8.
LL 6) a
i .om
HEADER BRACKET U2
RAFTER TO STUD WALL CONNECTION O3
BEAM TO POST CONNECTION O8
wu;�
r-UUo
}
N v
coo
�
1 1/2" OR 2"LATTICE #8 S.M.S.
1/2"
#8 S.M.S. EACH SIDE
EXISTING ALUMINUM MEMBER WITH
coo >--
W a a
o
ALTERNATE DOUBLE RAFTER-
BOLT CONNECTION PLAN 2
LATTICE 1 1/2" OR 2"
SHEATHING WOOD FILL OR
DBL. 3"x8"X0.042 BEAM
\> 2 z
0 a N
NOMINAL LEDGER
OR DBL. 2"x6.5"x0.032"/0.042" BEAM
p �:
ALTERNATE:
(NEW OR EXISTING)
9 ^
H. m m
4-#14 S.M.S. EACH
F ¢ SEE NOTE, DETAIL B,
CU o m �-
RAFTER TO COL.
X o F SHEET 8
o
f
CONNECT. (8 -TOT.)
2"x6.5" OR 3"x8" RAFTER
w>
I
0 0'
•
ALTERNATE: 1/2" BOLT
°
I o
1"
.
w
za
wow..
as• o s
ALTERNATE:
i0 ; t FASTNERS, SEE TABLE 3,
SHEET 8
> C o m
m cL z o
1"
(2} #14 S.M.S. EACH RAFTER
+
r
5/8" 0 ACCESS HOLES
z D w y
TO COLUMN CONNECTION
a 0 u
(4 -TOTAL)
INSTALL 6 - #14 X %a"
0
3"x 3"STL.POST (24") - ALTERNATE:
'r:
LONG SDS @ EACH
3" SQ. POST
INSERT ATTACHED OR (2}2x6.5" OR
- ALTERNATE:
HEADER TO COLUMN
3"x 3"STL.POST COLUMN (2}3"x8"HEADER
(2} 2x6.5" OR (2}3"x8" HEADER
r:' EXISTING
(12 FASTENERS PER
FOR FREESTANDING
/ ALTERNATE:
1" STUCCO OR EOUAL
CONNECTION)
o
(2}1/2"BOLT
3"x3"X0.024"_ (1) - 1/2" BOLT OR
2.5" PENE. INTO EACH WOOD STUD
# O
2"x 6.5" SIDEPLATE
CONNECTOR (2)- #14 S.M.S. EACH RAFTER
Ix
O w
w
DBL. RAFTER / DBL. HEADER CONN. 4O
STUB COLUMN TO DOUBLE HEADER CONN. O5
EXIST. ER O
DOUBLE HEADER TO O
COLUMN DETAIL ji I
a co
.
ATTACHM NOT DETAIL
I
ThinkPad\Duralum\IAPMO 0195\5-21-14 SubmittaP6-21-14 A 5.dwg, 8/27/201411:44:47 AM, CutePDF Writer,
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CA..MPBELL • O
Exp: IZ I`;' A
C4VIL
r • .a
THOMAS TRAY
CAMPBELL
COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS
r,
Z
W
W
.Z
Wzz; N
� � v
W ¢ �
Q
C3
() j m
co Q
TABLE 1
TABLE 2
Q � a
ATTACHED ONLY
ATTACHED AND
_1 Z Z
STEEL POST ONLY:
CL N
"r' BRACKET @ 3 -SQ. POST
'
FOOTING &ANCHOR BOLTS
FREESTANDING
USE POST TYPE
W/ (4}#14 SMS EA. SIDE OF POST
OR 1/2" M.B. THROUGH POST
ALUM."T"BRACKET USE WITH
ALTERNATE
FTG.
i I
, i F, G. H, I, J OR K
Of L)
POST
POST POST TYPE B,C,D, OR E.
I I
I I
I I
2 a z
0
SINGLE POSTS
FOOTING SIZE EMBED.
CUBE SIZE SO.18• DEEP 'CUBE FTG.
18"
18" SQ. 12"
STEEL."T" BRACKET OR 9" SQ.
BOLTS
1/2 DEPTH OF
17•-22' CUBED (1)
(2}3/8.0
17/8'
BASE PLATE USE WITH
POST TYPE B,C,D,E,F,G,H,J OR K.
FOOTING OR I I
I I
0
20" 21" SQ 12"
(2}3/8"0 STRONG -BOLT 2 SS
SEE TABLE 1
12" MIN. EMBD. I
22"
25" SQ. 16"
EA. BRACKET TO SLAB.
23' & 24• CUBED (1)
(2}12.0
3114'
i <: i I
9 1/2" MINIMUM DISTANCE TO
24"
28" SQ. 20"
= I .:.ffm w
25"- 30• CUBED (2)
(4}12.0
31/4•
26"
32" SQ. 23"
EDGE OF SLAB.
•; Q co
33" MINIMUM DISTANCE FROM
\
~
LL
a a.
28"
35" SQ. 25"
SLAB CRACK TO COLUMN.
_d
31' - 34• CUBED (2)
(4}5/8.0
4•
W
W Z
o i
(1 Ya" MIN. EMBEDMENT)
30"
39" SQ. 28"
35' - 39' CUBED 2
()
(4)-3/4-0
(F
4 3/4•
32"
43" SQ. 30"
SLAB SHALL BE IN
DEPTH C a
a POURED CONCRETE
, •.'� _ U)
(1}1/2"OM.B. ''•` F-
x9" LONG, 1" yeti?:: < ' �" a Q
FROM END a1; •, W Lu
LU
0 0
�=
cv o
N „
34" 47" SQ. 32"
34'
40- - CUBED (2)
(4}3/4.0
4 3/a•
36"
.,1° SQ. 34"
GOOD CONDITIONL
FOR SIZE
FOOTING SEF TABLES
.
I I
//
OF POST b m12
Z
POURED
11 z
0§
o ni
NOTE: BOLTS SHALL BE SIMPSON STRONG -BOLT 2 SS
(ICC -ES ESR - 3037)
38" 55" SQ. 37"
40"
60" SQ. 39"
3 1/2" MIN. SEE FOOTING
^SQUARE---�
SQUARE, SEE FTG.
CONCRETE
W
IN BEAM SPAN TABLE
1) MAY USE EITHER STEEL T BRACKET OR
SCHEDULE IN BEAM
FOOTING
0
_
ALTERNATE FREESTANDING BASE PLATE.
ELI
64" SQ. 41"
SPAN TABLES
=+
EXISTING SLAB
7 ATTACHED COVERS ONLY O
POSTS TO CONC. FOOTING
ATTACHED COVERS ONLY
2) REQUIRES USE OF ALTERNATE FREESTANDING
BASE PLATE.
SQUARE POST EMBED.
O INTO FOOTING
69" SQ. 43"
W i Z
• CUBE FOOTING W/ 312' SLAB
a(7i2
yOQU
LL
WE
O Z O
a.Q�LL
(3)-3/4.0 BOLTS
=Z 'm °z
FOR POST TYPE F, G, H, I, J & K
o w m
3"OR4"SQ.
4 INSERT
" W
5"
16" x 0.188"
ASTM A500
8
45' GRADE B
m e
STEEL
T.O.C.K
a c
z
s
(4)- SS316 3/4"0 STRONG -BOLT 2 SS
w
STEEL PER ICC -ES ESR -3037
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10'-10"
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10'-3"
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12'-7"
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ThinkPad\Duralum\IAPMO 0195\5-21-14 Submitta -21-14 4. g, 8/26/201 6:22: ute Writer,
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OCCURS I I
0.075" 1 II 3.0"
TMP I I
L--- J
3.0"
MAG BEAM
B ALUM. ALLOY
6063-T6
SPLICE
WHERE
OCCURS
a.0•
NP"
3.0"
�,� 4" I -BEAM
�' ALUM. ALLOY
6063-T6
E3��
SPLICE I
OWHERECCURS----\
-�
I
I a s"
0.065" I
2.oa" 1 TMP I
1 I
- - - - - - -I
T=12 GA.
ASTM A653 SS
GRADE 50 G60 3.0"
ALUM.
I II
F�3.0"-I
3" SQ.x0.032" ALUM. BEAM
W/ 12 GA. STL. "U" CHANNEL
E ASTM A653 SS
GRADE 50 G60
6.5" ROLLFORM
6.5"
0.61"UTTE
1.79"CLIP
_tl
2.57"
0.73"
oma' 2.oa"
T
2
O
•
J
•
v+
O
M
MAX.COL.
SPACING
ON SLAB
(2)' (3)
Ir
Q =
D o
m �
F
~
ATTACHED SOLID
FREESTANDING SOLID
Q=
p
m
MAx.POST FTG.
SPACING (IN.)
SPAN
( ) (1)
MIN.
POST
TYPE
MAX.POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
9'-0"
5'
8'-8" 16
8'-$" 18
B
9'-2" 28
9'-0" 28
G
5'
6
8r�„
6,
7'-11" 17
7'-11" 19
B
8'-4" 29
8'-2" 29
G
7r_6„
],
7'-4" 17
7'-4" 19
C
7'-9" 29
7'-7" 29
G
7
2.93"
�� 6.5" ROLLFORM
~ ALUM. ALLOY
6063-T6
4.00"
4.5" MAG GUTTER
ALUM. ALLOY
6063-T6
]'_0"
8'
6'-10" 17
6'-10" 20
C
7'-3" 30
7'-2" 30III
G
8,
NP
9'
6'-6" 18
6'-6" 20
C
6'-10" 30
6'-9" 30
G
9r
o.37s^
SPLICE T
WHERE ALUM.
ALLOY
occuRs 606376
6.656" 7.0"
8.0"
0.110" 6.5• 6.5"
TMP. 0.042" 0.032" 0.042"
TyP TYR Typ.
0.375"
1.75" I _2 - �{�20• �i -_2.0" +- �f� 2o"moi
a.o^
DBL. 2"x6.5"x0.042" DBL. 2"x6.5"x0.032" 3"x8" 042 BEAM
F 7" I -BEAM ; K
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004 H36
ALUM. ALLOY OR EQUAL OR EQUAL OR EQUAL
6063-T6
NP
10'
6'-2" 18
6'-2" 20
C
6'-7" 31
6'-4" 31
G
,
10
NP
11'
5''11" 18
5'-11" 21
C
6'-3" 31
6'-2" 31
G
11'
a
w o
a
o 0
V
0
O 11
J 0
w N
°x
NP
12
5'-8" 19
5'-8" 21
6'-0" 32
5'-10" 31
G
12
L.L
C
Z
r
1
MAX.COL.
SPACING
ON SLAB
(2),(3)
=,a
m
ATTACHED SOLID
I FREESTANDING SOLID
>
ax
o
m
MAX.POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
MAX.POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
W a i Z
0= Q as
8 F m
!20.2 a
_I k u.' �
y a m
rn
O
r
-
8'-7" 19
B
9'2" 28
2 8
G5r
8,�n
6,
7'-11" 17
7'-10" 20
B
8' 4" 29
8'-o" 2s
(j
6
7'-6"
7'
7'-4" 18
7'-3" 20
B
7'-9" 29
7'-4" 29
G
7
/ (1) "C" INSERT
ALUM. ALLOY 25.
6063-T6
W/ (2) "C" INSERTS
H ALUM. ALLOY 1-12.
6063-T6 T=12 OR ASTM
NOTE: 14 GA. A653 SS
WHERE'C' SPLICE OCCURS AS SHOWN IN 8.0" 7.875" ASTM GRADE 8.0"
A653 SS so Gsa
SPAN TABLES, IT SHALL BE INSTALLED THE 0.042" GRADE
FULL LENGTH OF THE 7• I -BEAM. Typ 50 G60 042•
Typ.
0.625"
�� 4.0" y� 4.0" ��_
3.0" 3 0" 2.875" 3.0" 3 0"
MAX. MAX.
n „ ■ „ n
DBL. 3 x8"x0.042" BEAM 3"x8 x0.042 BEAM DBL. 3 x8"x0.042 BEAM
M W/ 14 GA. STL. INSERT O W/ DBL. 14 GA. STL. INSERT
ALUM. ALLOY 3004H36 ASTM A653 SS GRADE 50 G60 ASTM A653 SS GRADE 50 G609r_O,r
OR EQUAL
3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM
FOOTNOTE: "SAMPLE" ��W/ 12 GA. STL. INSERT W/ DBL. 12 GA. STL. INSERT
FIGURE INDICATES Iv ASTM A653 SS GRADE 50 G60 ASTM A653 SS GRADE 50 G60
EXPOSURE B
FIGURE INDICATES NOTE: WHERE 12 AND 14 GA. STEEL INSERTS
EXPOSURE C � OCCUR AS SHOWN IN THE SPAN TABLES, NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS
THEY SHALL BE INSTALLED THE FULL LENGTH SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8, C. OF THE 3•x8• BEAM. THE FULL LENGTH OF THE 3"x8• BEAM.
FOOTNOTES TO ALL SPAN TABLES:
1. FOOTING SHOWN REPRESENTS LENGTH OF 2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB 3. THE SLAB SHALL BE A MINIMUM 10'-0" WIDE BY THE
EACH SIDE AND DEPTH OF CUBED FOOTING, SEE SHEET 10. SHALL BE THE SMALLER OF THE MAXIMUM SPACING MAXIMUM COLUMN SPACING MEASURED AT THE
WHERE SLAB OCCURS, CUBED FOOTING SIZE SHOWN IN THIS COLUMN OR THE MAXIMUM POST COLUMN AND SHALL NOT CONTAIN ANY CRACKING.
MAY BE REDUCED BY 6" FOR FREESTANDING ONLY. SPACING SHOWN FOR THE SELECTED BEAM. THE DISTANCE FROM COLUMN TO SLAB EDGE SHALL BE
ALTERNATE FOOTING TABLESLU
MINIMUM.
10 FOR ATTACHED COVERS
I a - - g, ue ner,5'-5"
J
■
in
L L
O
M
7,_0„
8r
6'-10" 18
6'-9" 21
C
7'-3" 30
7'-0" 30
G
8 '
NP
9'
6'-6" 19
6'-5" 21
C
6'-10" 30
6'-7" 30
G
9r
3
N
m
0 0
I. m
¢ z zw ;,
F
tnU¢o
0: c > tL
waa-
> w o
U ? J �
O a e
F m
n� o m
NP
10'
6'-2" 19
6'-1" 22
C
6'-7" 31
6'-3" 30
G
10'
NP
11'
5'-11" 19
5'-10" 22
C
6'-3" 31
6'-0" 31
G
11'
NP
12'
5'-8" 19
5'-8" 22
E
6'-0" 32
5'-9" 31
G
12
Q.
O
M
�-
J
LL
UJ
O
MAX.COL.
SPACING
ON SLAB
(2), (3)
>
F F
7 p
m 3:
ATTACHED SOL/D
FREESTANDING SOLID
>
¢
O p
m
MAX.POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
MAX.POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
5r
8'-8" 18
8'-4" 20
B
9'-1" 28
8'-6" 29
G
5,
w
= s
waw..
N Z }
m N z o
Z u w
Ili
v
❑ o rn o
8'-4"
6'
7'-11" 18
7'-7" 21
B
8'-3" 29
7'-9" 28
G
6'
r
7 -6"
7
7'-4" 19
7'-2" 21
B
C
7'-8" 29
7'-2" 29
G
7
, „
7 -0
,
$
6'-10" 19
6'-8" 22
C
7'-2" 30
6'-9" 29
G
,
8
NP
9,
6'-6" 20
6'-3" 22
C
6'-9" 30
6'-4" 30
G
9,
m ir
csc p
0 a
w N
OSEE
Q LU91/4"
zSHT.
NP
10'
6'-2" 20
6'-0" 23
C
6'-6" 31
6'-1" 30
G
,
1 O
NP
11'
5'-11" 20
5'-9" 23
F6'-2"31
31IG12'
11
N P
12,
5'-8" 21
21
C
E
32co
31