BPAT2016-0031r)
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 Cla s: I License No.:
VM�
Date:' Contractor: ' '
o..'"
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for the permit to file a
signed statement that he or she is licensed pursuant to the provisions of the
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division
3 of the Business and Professions Code) or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a .
permit subjects the applicant to a civil penalty of not more than five hundred dollars
5
as owner of the property, or my employees with wages as their sole
ompensation, will do the work, and the structure isnot 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
h o e 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
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to
ontractors' State License Law.).
1 am exempt under Sec. . B.&P.C. for this reason a
Owner: y 4
--� CONSTRUCTION LENDING A NCY
I hereby affirm under penalty of perjury that there is a construction lending agency for
the performance of the work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
(760)771-1234
Llc. No.:
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 _ Policy Number:
I certify that in the performance of the work for which this permit is issued, I
shall`noY employ any person in any manner so as to become subject to the workers'
compensation laws of California, and agree that, if I should become subject to the
workers' compensation provisions of Sectio 37 of the Labor C e, I shall forthwith
comply wi'h tl ose provisions. i
Oay Applicant
WARNING: FAILURE TO SECURE WORKERS' CO ENSA TION 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 aecomes null and void if work is
not commenced within 180 days from date of issuance of such permit, or cessation of
work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representatives of this city to enter upon he
above -m nt nQed�property for inspection purposes. -
Date. - ' `r Signature (Applicant or Agr f
aw
VOICE (760) 777-7125
75-495 CALLE TAMPICO
FAX (760) 777-7011
LA QUINTA, CALIFORNIA 92253
COMMUNITY DEVELOPMENT DEPARTMENT
INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 6/2/2016
Application Number: BPAT2016-0031
Owner:
Property Address: 54889 RIVIERA DR
SUNRISE DESERT PARTNERS
APN: 775031013
300 EAGLE DANCE CIR �t�1
Application Description: PGA WEST / 574 SF PATIO COVER AT COMMUNITY POOL
PALM DESERT, CA 92253 C
Property Zoning:
c? C
Application Valuation: $8,610.00
CD
N
Applicant:
Contractor: y o
PGA WEST RESIDENTAL ASSOCIATION
PGA WEST RESIDENTAL ASS �I I N� �
54320 SOUTHERN HILLS
54320 SOUTHERN HILLS o;
LA QUINTA, CA 92253
LA QUINTA, CA 92253 m
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 Cla s: I License No.:
VM�
Date:' Contractor: ' '
o..'"
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for the permit to file a
signed statement that he or she is licensed pursuant to the provisions of the
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division
3 of the Business and Professions Code) or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a .
permit subjects the applicant to a civil penalty of not more than five hundred dollars
5
as owner of the property, or my employees with wages as their sole
ompensation, will do the work, and the structure isnot 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
h o e 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
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to
ontractors' State License Law.).
1 am exempt under Sec. . B.&P.C. for this reason a
Owner: y 4
--� CONSTRUCTION LENDING A NCY
I hereby affirm under penalty of perjury that there is a construction lending agency for
the performance of the work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
(760)771-1234
Llc. No.:
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 _ Policy Number:
I certify that in the performance of the work for which this permit is issued, I
shall`noY employ any person in any manner so as to become subject to the workers'
compensation laws of California, and agree that, if I should become subject to the
workers' compensation provisions of Sectio 37 of the Labor C e, I shall forthwith
comply wi'h tl ose provisions. i
Oay Applicant
WARNING: FAILURE TO SECURE WORKERS' CO ENSA TION 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 aecomes null and void if work is
not commenced within 180 days from date of issuance of such permit, or cessation of
work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representatives of this city to enter upon he
above -m nt nQed�property for inspection purposes. -
Date. - ' `r Signature (Applicant or Agr f
•• •
DESCRIPTION ` b # ,ACCOUNT ' QTYr AMOUNT �: w ` : _" PAID PAID DATE
.. „
BSAS SB1473 FEE 101-0000-20306
0 $1.00 $0.00
a a r PAID By z - METHOD `
a_ r RECEIPT # CHECK # CLTD BY
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA:. $1.00 $0.00
} ' DESCRIPTION '
AMOUNT
bPAID
PAID DATE
PATIO COVER, STD, OPEN
101-0000-42404
0
$97.17
$0.00
PAID BY ; } '�
METHOD''a
,j�.$ ' RECEIPT #
p` s' CHECK #
. CLTD BY ,.
t DESCRIPTION{
ACCOUNT %.F
gTl(rAMOUNTt
RT"
PAID tet'
PAID DATE:
PATIO COVER, STD, OPEN PC
101-0000-42600
0
$95.72
$0.00
PAID BYv# jMETHODI''$}
' `CHECK #
CLTD BY
• Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $192.89 - $0.00
k DESCRIPTION :t.* ,`
E �` ACCOUNT'S
iQTY
AMOUNT `'
x . PAID
PAID DATE
SMI - RESIDENTIAL
101-0000-20308
0
$1.12
$0.00
PAID .BY`
METHODS,,
�.�� . `.3RECEIPTa#r,'�....�CHECK
#:
CLTD BY'
Total Paid for STRONG MOTION INSTRUMENTATION SMI: $1.12 $0.00
TOTALS:00
a
h
a
Description: PGA WEST / 574 SF PATIO COVER AT COMMUNITY POOL
Type: PATIO COVER Subtype: CITY STANDARD/PRE- Status: APPROVED
Applied: 5/6/2016 SKH
ENGINEERED - OPEN
Approved: 6/1/2016 JFU
Parcel No: 775031013 Site Address: 54889 RIVIERA DR LA QUINTA,CA 92253
Subdivision: TR 24317-1 Block: Lot: 1
Issued:
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning:
Finaled:
Valuation: $8,610.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites- 0
Details: DURALUM PATIO COVER SYSTEM - (1) 14'X41'(574 SQ FT.) 2012 IBC/IRC, 2013 CBC/CRC AND ASCE/SEI 7-10, ENGINEER OF RECORD:
THOMAS CAMPBELL, NO 37948. THIS PERMIT DOES NOT INCLUDE THE INSTALLATION OF THE HELIOCOL SOLAR THERMAL WATER
COLLECTORS (PER SEPARATE PERMIT).
CHRONOLOGY TYPE
fF NAME
ADD •
CHRONOLOGY
ACTION DATE` �` COMPLETIQN DATE' NOTES
AFTER A PUBLIC COUNTER VISIT FROM PGA WEST
RESIDENTIAL ASSOCIATION AGENT STEVE HERTHEL, WITH
MYSELF (1F), BURT HANADA, AND STEPAHNIE KHATAMI, IT
WAS DECIDED THAT THE LOAD OF THE SOLAR THERMAL
WATER HEATING PANELS WAS NOT SIGNIFICANT ENOUGH TO
_
REQUIRE ADDITIONAL STRUCTURAL REVIEWS.
NOTE
JAKE FUSON
5/24/2016
6/1/2016
ADDITIONALLY, THE DESIGN OF THESE STRUCTURES WITH
THE WATER HEATING SYSTEM HAD PREVIOUSLY PASSED A
STRUCTURAL AEVIEW DONE BY YOUNG ENGINEERING. ALL
SUBSEQUENT PERMITS FOR THESE SOLAR PATIO STRUCTURES
_
IN PGA WEST WILL REQUIRE A NON-STRUTURAL REVIEW IN
HOUSE AND NO STRUCTURAL REVIEW WILL BE REQUIRED,
PER BURT HANADA.
PLAN CHECK COMMENTS
FROM CONSULTANT
KAY HENSEL
5/20/2016
5/20/2016
STRUC RFC 5/19/2016
RECEIVED
Printed: Thursday, June 02, 2016 11:31:52 AM 1 of 4
• SYS7ENIS
PLAN CHECK SENT TO
,n �,t.._a CLTD•
DE$CRIP.TION # a, ACCOUNT QTY b "AMOUNT ' PAID PAID DATE RECEIPT # CHECK #; '. METHOD , PAID BY;
.�
. .. :z z.. �}' c r.
b•. 4 Njyy.::� .. 1i R; yr� �.... ,F.BY
3
BSAS SB1473 FEE 101-0000-20306 0 $1.00
$0.00
Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $0.00
BSA:
STEPHANIE KHATAMI
5/6/2016
0
5/10/2016
$0.00
OUTSIDE PC
OPEN
CHECK SUBMITTAL
_PLAN
STEPHANIE KHATAMI
5/6/2016
101-0000-42600
5/10/2016
$95.72
$0.00
' RECEIVED
OPEN PC
RESUBMITTAL
STEPHANIE KHATAMI
5/24/2016
5/26/2016
Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $192.89 $0.00
SMI - RESIDENTIAL
101-0000-20308
0
$1.12
NOTIFIED STEVE HERTHEL THAT PLAN REVIEW WAS
TELEPHONE CALL
JAKE FUSON
S/23/2016
5/23/2016
Total Paid for STRONG MOTION INSTRUMENTATION SMI: $1.12 $0.00
COMPLETE AND REVISIONS WERE REQUIRED, AND THAT
PLANS WERE READY FOR PICKUP.
• •
CONTACTS
NAME TYPE,,., NAME �4 ,
ADDRE551
CITY
STATE
ZIP.
� PHONEx
FAX :,
� EMAIL
��
�F
�
APPLICANT PGA WEST RESIDENTAL
54320 SOUTHERN HILLS
LA QUINTA
CA
92253
ASSOCIATION
CONTRACTOR PGA WEST RESIDENTAL
54320 SOUTHERN HILLS
LA QUINTA
CA
92253
ASSOCIATION
OWNER SUNRISE DESERT PARTNERS
300 EAGLE DANCE CIR
I
PALM DESERT
CA
92253
r
FINANCIAL INFORMATION
,n �,t.._a CLTD•
DE$CRIP.TION # a, ACCOUNT QTY b "AMOUNT ' PAID PAID DATE RECEIPT # CHECK #; '. METHOD , PAID BY;
.�
. .. :z z.. �}' c r.
b•. 4 Njyy.::� .. 1i R; yr� �.... ,F.BY
3
BSAS SB1473 FEE 101-0000-20306 0 $1.00
$0.00
Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $0.00
BSA:
PATIO COVER, STD,
101-0000-42404
0
$97.17
$0.00
OPEN
PATIO COVER, STD,
101-0000-42600
0
$95.72
$0.00
OPEN PC
Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $192.89 $0.00
SMI - RESIDENTIAL
101-0000-20308
0
$1.12
$0.00
Total Paid for STRONG MOTION INSTRUMENTATION SMI: $1.12 $0.00
Printed: Thursday, June 02, 2016 11:31:52 AM 2 of 4
SYSiEti1S
INSPECTIONS
Printed: Thursday, June 02, 2016 11:31:52 AM 3 of 4 .,
SYSTEiMS
BOND INFORMATION
Attachment_Type
CREATED OWNER DESCRIPTION ,; PATHNAME SUBDIR, ETRAKIT ENABLED
PARENTPROJECTS
REVIEW TYPE :
REVIEWER
SENT DATE
DUE DATE
RETURNED
REVIEWS
STATUS
REMARKS
NOTES
DOC
5/23/2016
DATE ;
NONSTRUCTURAL
REVIEW -
1ST BLDG NS (2 WK)
JAKE FUSON
5/6/2016
5/20/2016
5/23/2016
REVISIONS REQUIRED
SEE 1ST REVIEW - NON-STRUCTURAL
CORRECTION LIST
CORRECTION LIST.
1ST BLDG STR (2
JOHN
5/6/2016
5/20/2016
S/19/2016
REVISIONS REQUIRED
WK)
THOMPSON
1ST CHECK -
DOC
5/19/2016
JOHN THOMPSON
2ND BLDG NS (1
JAKE FUSON
5/24/2016
6/1/2016
6/1/2016
APPROVED
TRANSMITTAL.pdf
WK)
-
1ST CHECK -
1ST CHECK -
Printed: Thursday, June 02, 2016 11:31:52 AM 3 of 4 .,
SYSTEiMS
BOND INFORMATION
Attachment_Type
CREATED OWNER DESCRIPTION ,; PATHNAME SUBDIR, ETRAKIT ENABLED
BPAT2016-0031 - 1ST
1ST REVIEW -
DOC
5/23/2016
JAKE FUSON
NONSTRUCTURAL
REVIEW -
1
NONSTRUCTURAL
CORRECTION LIST
CORRECTION LIST.pdf
1ST CHECK -
1ST CHECK -
DOC
5/19/2016
JOHN THOMPSON
STRUCTURAL
STRUCTURAL
0
TRANSMITTAL.pdf
TRANSMITTAL.pdf
-
1ST CHECK -
1ST CHECK -
DOC
5/1.9/2016
JOHN THOMPSON
STRUCTURAL
STRUCTURAL
0
COMMENTS.doc
COMMENTS.doc
OWNER BUILDER -
OWNER BUILDER -
DOC
5/26/2016
STEPHANIE KHATAMI
ATTACHED TO EVERY
ATTACHED TO EVERY
0
PATIO COVER 5-26-
PATIO COVER 5-26-
16.pdf
16.pdf
Printed: Thursday, June 02, 2016 11:31:52 AM 3 of 4 .,
SYSTEiMS
Printed: Thursday, June 02, 2016 11:31:52 AM 4 of 4
SYSTEMS
. S
Printed: Thursday, June 02, 2016 11:31:52 AM 4 of 4
SYSTEMS
c
Bin #
_
-City-of La Quinta t
Building 8t• Safety Division `
�. P.O. Box 1504, 78-495 Calle Tampico
' La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit # :°'
Project Address: M-1
Owner's Name: " WKS%-RJE—S) AJT)AL
A. P. Numbei: j �". rY
Address:6 J3,26 S'a LLZZN '
y
Legal Description:
City, ST, Zip: 49 U/�79 90 S3
Contractor: P9 A -r D
F �--s
.S
Tele h ne• _
P o .
Address:3a 0 1"rl (,(_ S
Project Description:
City, ST, Zip: L /i 1A /;Qj7A 0.A 9,Z26`3
�T X �' �U W►G Kl efv r- e .
ne•
Tele h
4
r loc g
State Lic. # :
City Lic. #;
'
Arch., Engr., Designer -F6 bw
Address:57,3I'
City, ST, zipgjA( +� e-.inaU�/� iy14 91761
Tele hone: 9_ /T% oz d
Construction i
on TYPe: Occupancy:
P Y:
Lic. 4:
ectStoto
Project type (circle e one ) Ad d'n Alter Repair. Demo
Name of Contact Person: STE �,E� L
Sq. Ft.: Cj?
#Stories: '
#Units:
Telephone # of Contact Persori: �p - 9 - Sao
Estimated Value of Project: Q
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets + r
+'
Plan Check submitted•
Item Amount
-
Structural Cales.
t
i :
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2" Review, ready for corrections/issue
Electrical
Subcontactor List
t.
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
''" Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
91111=W&MI V. D'.
MAY 0162016
i CITY OF LA QUINTA
COMMUNITY DEVELOPMENT
P:O: BOX 1504
LA QUINTA, CALIFORNIA 92247-.1504
BUILDING &SAFETY DEPARTMENT
78-495 CALLS TAMPICO
LA QUINTA, 'CALIFORNIA 92253 (760) 777-7012
FAX (760) 777-7011
OPERT`K 0.N ER'S PACuA C.F
Disclosures &. Forms for Owner -Builders Applying for Construction Permits
IMPORT'AAVTl NOTICE TO PROPERTY OWNER
Dear Property Owner.
An application fora building JXp
improverrrerrts.specified atAn ri ur name �"8 Y�self as the builder of the property
We are rovid' --_ '-�� Irl �l�(g P Pe1tY
P nig you with an Owner Bu, der Acknowledgmen and Information Verification Form to make you aware of your
responsibilities and Possible risk you may incuir by ha
Owner -Builder. We will not issue abuild"-
ving thispernut issued in your name as.the
signed, and returned (if e Ch provis'
this form to us at to�W p �l address ndl ated" An agena of the owner cannot this notice
unless You, the property owner, obtain the prior approval of the pern ittuig authority.
*Own
.sivn+,':Readand iriitialeachstateinenthelowtasi' <.�avL...vr-uvlt< 1(62-X N
Bn y Wu undersfand or verify this information.
I understand a frequent practiceof unlicensed persons isto have the rog permit that erroneously implies that the ro P.. perryownerobtain aner-Builder, ma P Pc tY owner is providing his or her own labor and material Personally. 1, as
y be held liable anti subject to serious financial risk for any injuries sustained by an unlicensed person
and his of her employees while woriang on my property, My hoiiieowner's insurance may not provide coverage for those
injuries_ I am willfully acting as an Owner -Builder anti am aware of fhe limits of my insurance coverage for injuries to workers
In y property.
2. I understand building Permits are not required ruction and are not hiring a licensed Contracttoto ss be wed by .property owners . unless they are responsible forthe
thisresponsibility.
. I understand as an "Owner -Builder" I am theresponsible party ofrecord on thef from potential financial risk by hiring a licensed,Contractor and Iia Pelt I understand that I may protect
wn ving the Permitfrled in his or her name instead ofmy:,
4. I understand Contractors are required by law to be li
is and contracts. censed and bonded.in California and to list their license numbers on
S. I understand if I employ or otherwise engage anypersons, other than California licensed Contractors, and the total value
construction is at least five hundred dollars ($500); including labor and materials, I znay be considered an «
der state and federal law. employer"
6. I ent,understand if I am considered an «employer". under state null .federal law, I must register with the state and federal
ve atio withhold payroll taxes, provide workers' ,compensation disability insurance, and contribute to un to
compensation for each "emp y nip ymeat
k to 'employee." I also understand my faihirc to abide by these laws..miy_subjcct me -to seriousfinancial
I understand under California Contractors' State License Law, an Owner -Builder who builds single-family residential
aures cannot legally build them with the inicnt to offer them. for sale,•. unless all work is performed b li
subcontractors and the number of structures does not exceed four within any calendar ear
under contract with a licensed general
buildingContractoz y ceased
.. y or allof the work is perfouned
8.1 understand as an Owne " r -Builder if . I sell the property for which this permit. is issued, I may be held liable for. any
Atial or. personal irijuiies'smtaindd by any subsequent owner(s) that result from any -latent construction 'defects in the
rkmanship or materials.
. 9.,.l understand I may obtain more information regarding iny.'obligations as an "employer" from the Interna venue'
e cc, the United States Small.Busi I Re
mess Administration, the California Department of Behefit Payments, and the California
Division of Industrial Accidents. I also understand I may contact
the California Contractors' State License Board, (CSLB) at 1-
2 1 -CSLB (2752) or w%Vw.cslb.ca.gov for more information about licensed contractors.
0. 1 am aware of and consent to an Owner -Builder building permit applied for
legally., and finan in my name, and understand that am the
co activity at e - -following address:
for prop d tion/ . a6tivi th
4LM\11- Fagrec that, as the party legally and fmanciallYxespqnsible for this proposed constriction activity,
I will abide by All
'ic'
licable laws and require*ments that'govern OWlier-Builders; as.well as employdrs.
12. 1 agree to, notify the issuer of this form immediately of any additions, deletions, or changes to any of the information I
tve�rovided -on this form- Licensed contractors are regulated by
laws designo to protect the public If you
someone who does not have a license, the Contractors' State License Board . rpay be unablet contract Arith
you may sustain as a result of a
complaint o assist you with financial loss
iin� Your onl y against unlicensed Contractdis may be is also
important for you to understand that if ' . unlicensed y.remed against in civil court .1i
an Contiicioi o' ri'enipijoyee: of that- J
it individual or firm is injured while worldrig
Oil Your Property, you may be held liable for daniage-s.- If you '.o'b. t'ain a permit. as Owner Builder and. wish to hire Contractors,
You will be responsible for verifying *bether or not thoie t6ii6cto
compensation insurance coverage. rs are p roperly licenied and the
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AUTHORIZATION OF AGENT TO ACT )N'PROPERTYOVINER'S BEHALF
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Permit for myproject. cuindfits nediessary'to. -obta
Scope. of Construction Project (or Description of Work):
Project Location or Address:
Name of Authorized Agent:
Address of Authorized Agent:
NO - -
I declare under penalty of perjury that I am the property owner forthe address listed -above and I personally filled out the above
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mumay, uecember 22, 2014 9:09 AM
Attach: Heliocol-Specifications.pdf
Subject: 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 -
Version: 2015.0.5577 / Virus Database: 4257/8786 - Release Date: 12/22/14
12/23/2014
TECHNICAL INFORMATION AND SPECIFICATIONS
--
The Heliocol
Advantage
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 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
through a series of valves to
your solar collectors.
I9. 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.
C Certification Data
a '.
• 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
Enjoy Year -Round Leisure Living.
HC -204 10/201 1
SIGNATURE
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IROJECT iv,
JOB NO.
SUB ECT
SHEET
OF
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CITY OF L/\ QUINTA
BUILDING & SAFETY DEPT
APPROVED
FOR CONSTRUCTION
DATE BY
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PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:
GOVERNING CODES:
1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE
2012 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA BUILDING AND RESIDENTIAL
CODES, ASCE/SEI 7 -10 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2010
ALUMINUM MANUAL -ADM 1-10. COLUMNS BEARING ON CONCRETE SLAB IS IN ACCORDANCE WITH 2012 IRC
AND 2013 CRC SECTION AH105.2 FOR 10 psf RESIDENTIAL CONSTRUCTION AND AC1318-11 FOR 20,25 AND 30
psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION.
URAWING NOTES:
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE,
ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. lk
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE
MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE
NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE
AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES AND PROCEDURES.
5. THE.APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE
AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE
SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED
CHANGE ORDER.
6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL.
7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
8. ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3
1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUAL TO ZERO.
9. A MAXIMUM COLUMN LOAD OF 750 POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON
EXISTING OR NEW CONRETE SLABS.
10.20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL
CARPORTS.
11. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1.
DESIGN CONSIDERATIONS:
11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT.
12. MINIMUM COVER PROJECTION IS 10'.
13. MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET, WHERE COVER IS ATTACHED TO THE
EXISTING OVERHANG.
14. COVERS ARE DESIGNATED °RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7.
15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN
ASCE/SEI 7.
16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES," IN
ACCORDANCE WITH ASCE/SEI 7.
17. THE RATIO (H/P), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT),
SHALL NOT EXCEED ONE (1).
18. THE RATIO (UP), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT
BE LESS THAN ONE (1).
MATERIAL SPECIFICATIONS:
19. BEAMS SHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT.
20. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED
WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS.
21. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
22. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING
PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER
TABLE 1806.2 AND SECTION 1806.3.4.
23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, AND CONFORM TO A500 GRADE B.
ROLL -FORMED STEEL MEMBERS SHALL CONFORM TO A653 SS GRADE 50 G60.
24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307. ALL BOLTS SHALL
HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
25. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE SIMPSON STRONG TIE.
26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR
1976 OR APPROVED EQUAL.
27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH
RESIDENTIAL ATTACHED PATIO COVERS ONLY (10 AND 20 PSF).
28. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2,
EXCEPTION 2.
WIND SPEED CONVERSION TABLE:
THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBC/IBC.
FOR USE WITH THE CRCIIRC, 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
-" �k CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL
AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND
SLIDING, PER ASCE 7-10, SECTION 7,7 AND 7.8, IS REQUIRED. SEE
SHEETS 49 FOR SPAN REDUCTION FACTORS.
DESIGN REQUIREMENTS:
RESIDENTIAL APPLICATIONS - CRC AND IRC APPENDIX H. CBC AND IBC CHAPTER 16, CBC & IBC APPENDIX CHAPTER 1.
ROOF LIVE AND SNOW LOADS: 10, 20, 25, 30.40 & 50 psf. (SNOW LOADS AT GROUND LEVEL 25, 30, 40 & 50 pSO
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)
i
ADDITIONAL nFSIf;N RFQ1.11REMENT3.
I
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 SPEED CONVERSION TABLE:
3. OCCUPANCY CLASSIFICATION AND RISK CATEGORY: II, 11.
4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER.
5. SEISMIC DESIGN PARAMETERS:
SITE CLASS: D
SEISMIC DESIGN CATEGORY: D
MAPPED SPECTRAL RESPONSE COEFFICIENTS: S5= 1.50, S,= 0.6, Sus= 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'
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
I( SEE CONVERSION METHOD, THIS PAGE,
FOR APPLICATION AND USE.
1
A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION:
,I SITE DESIGN PARAMETERS:
EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY
THE PERTINENTGITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-LISTED SITADDRESS' p I f1� LO&IEVALUATION REPORT. AT A MINIMUM, SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THEIY
V V
FOLLOWING INFORMATION FROM THIS EVALUATION REPORT: I"
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. 1
D. TYPE OF HEADER, POST TYPE & QUANTITY, FOOTING SIZE (WHERE REQUIRED) BASED ON THE
SITE-SPECIFIC DESIGN LOADS. WIND SPEED & EXPOSURE:
E. APPROPRIATE STRUCTURAL DETAILS. 7
F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BO{LiY THE LOCAL AUTHO ING l f� L
JURISDICTION. � _
ROOF / SNOW LOAD:
SHEET INDEX:rLA
SHEET # SHEET TITLE / DESCRIPTI N CITY OF QUANTA W
BUILDING & SAFETY DEPT. W-lb
N ;OT-1...........TITLE SHEET, DESIGN LO S, GE���I�€�VEDC'!
1 ............SOLID PANEL STRUCTUR S FOR CONSTRUCTION dLJ c•.
2 ............OPEN LATTICE STRUCTU ES
3-4 .........PANEL SPANS TRI -V, W -P NEL & FL T AN Q
5 ............MINIMUM FASTENERS DATE 6 Z0 �:
I 6 ............RAFTER SPANS FOR OPE
7 ............HEADER BEAM TYPES, COLUMN / POST TYPES p
I 8 ............EXISTING EAVE CONNECTION DETAILS
9 ............HANGER CHANNELS AND MOUNTING BRACKETS
I 10 ..........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS
I 11 ...........LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS
` 12 ...........BEAM TO POST & LATTICE TUBE TORAFTER 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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NOTE: EACH COMPONENT IS INTER-
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COMPONTENT UNLESS OTHERWISE SHOWN.
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TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION
TYPE
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FOR MANDATORY SPLICE. PoSM Sp
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2
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TABLES
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FOOTINGS
FOOTINGS
SEE TABLES
NOTE: EACH COMPONENT IS INTER-
SEE TABLES
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
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CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
LLO
COMPONTENT UNLESS OTHERWISE SHO
uj _
TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION
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W/ CANTILEVER OPTION
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1.1 I L-! j -I • (rr
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.25'
SOLID PANELS SPANS FOR COMMERCIAL & PATIOS
24" TRI -"V" PAN
.67 T= (SEE TABLE
BELOW)
ALUM. ALLOY 3004-H36 OR EQUAL
1
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE 10
ROOF LIVEISNOW LOAD, Psf
20 25 30 40 50
24" TRI -"V" PAN
0.88 0.83 0.75 0.80
24"x".018" 0.85
22x0
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
I EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
12'-0"
.024
10' 3"
10'-3"
10'-3"
10'.3"
10'.3"
10' 3"
10'-10" 10'-1'
.018
1015'
1D
13 4"
17'-7' 1 T-7' 17'-7" 17 -7"
*7"l
12.9"
7"
9' 0"
B' 6'
8'-7'
8'-1"
6'-2"
T-5"
18'-0"
cn a m
12' 3"
12,_3"
12'_3"
12'-3'
12'-3° '
17 3"
10
.024
110_ "
9'-9"
9'-9°
9'-2"
9'-3"
8'-7"
17' 6'
16'-10
14'-3'
14'-3"
16'-0"
16' 0"
04019"
14'-3'.032
14'-10' 14'-10" 14'-1" 14'-2" 13'-0°
12'-1"
12'
12'-1"
12'1
1�1�4'-T'14'-3',14'-3"
10'-2" 10'-2° 10._2" 10'-2' 10._2"
10'-10"
10'x"
103'
11'•3" 11'-3" 11'-3"
12' 8"
12.1
020 (1)
51l-_:3:'_
10'-1" 9'-0, g, 6, g•-0,
11'_3"
10'-0"
13'-3"
020
8'-4"
8'11°
8'11"
8'-4"
8'-4"
8'-4"
.01E
11'-0° 11'1" 11'4' 11'-4"
12'-2"
11'-8"
11'-8"
11•_2"
11'_3"
.02411._2„
10.3•
7' g^
7'_5^
7'_5^
7'_2"
7'-2"
6'-10°
20
20
10'-1'
20
10_1
10' 1'
10'-1°
10` 1"
20
.024
16'-8"
16'-8"
032
13'-3" 12'-9" 12'-9" 12'11'
12'4" 11'-7"
15' 6'
15'-2"
032
'-10"
11'-4' 10' 6°
8'-5
8'-1"
16'-3° 16'-3' 16'-3" 16'-3"
16'-3" 16'-3"
514-
14'-6° 14' 6° 14'-6" 14'-6^ 14.04014'-T
12'-1"
12'-1'
12'-1"
12'.1"
10'4"
13'-8'
14'-1^ 13'-2'
a
10'-8"
.040
3' 6"
12,:;
12'-10° 13'-0' 12'11" 2' 6" 11'-10°
9'-9"
.032
10'-9°
10'-3"
10'4°
9'-8"
9'-9"
9'-9"
11'-1" 11''1"
z a
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7-3-
7. 3„
7, 3,
7.3"
7._3•
7._3.
6'-11"
.018
12'�12'-O'.12'-0" 12' 0"
12'-0' 12'-0"
12'-1'
10-0
1D4" 10' 4° 10'1}" 10'11" 10' 4"
13'-8"12'-1"
024
10' 8' 10'-�
10'-3" 9'-9"
13'-1"
o2a
9'-11"
q•_ q_2• g_3 8'_1
9'-7" 7"
'"
11 �11'-4"
11'-4' 11'-4" 11'-4" 11'x"
25
25
.024
14'-9"
13'-2" 1�2'113'-2"
13'-2° 13'-2"
g. g„
.032
131" 12'-2'
12'-3" 11'-6"
88.
8'
11'-10"
11'-3" 11'-3" 10'-9" 10'-10" 10'�
8'-1"
T-9"
14'-2' 14'-2"
8'_11"
12'•3"
9'-8"
9'-8"
9'-8"
91-8"
9'-8°
.032
r9'��8
13'$° 13'-0"
10'-4"
10'4"
.040
13'-3"
12'-9" 12'-9' 12'-3" 12'x" 11'-9
10'-6"
10'-2'
10'-2'
9'-7"
9'$"
9'-2"
9'-3"
16-7"
11'-4"
6 7"
6'-7"
6' 7"
6' 7"
6'-7"
12.8
098
8'•5°
8'-1" 8'-1" 7'-9" 7'-10" 7'-6^
11'-10
Q
11'-3" 1'3" tl3113"
11'3" ll' -3"
12'-3"
9' g"
12'-3"
7'-0"
T_o-
6'-9"
6'-10"
q-7"
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0,1, 102 g
8'-3"
8'-3"
8'-3"
8'-3"
8'-3"
8'-3'
30
.024
U a N
30
12'-6' 12'•6" 12'-6" 12'-6"
12'-6' 12'-6"
10, g..
10._9. 10._9. 10'_9" 10,_9" 10._91.
8,_0,
8.0.
7,_g,
7._g,
7 5
032
9'-1"
9'-1'
9'-1"
91-1"
9'-1"
9'-1°
13'-4° 13'-4"
032
8'•10"
8'-7"
11'_7"
11'_7 11'-7' 11'•7" 11.-7" 11._7.
9._6..
040
14'_2" 13'_8" 13'.9^ 13'-0'
9'•10"
9'-6"
9'-6"
9'-1"
9'-2"
8'-10"
1
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE 10
ROOF LIVEISNOW LOAD, Psf
20 25 30 40 50
12"x33'2"x0.020" -
0.88 0.83 0.75 0.80
24"x".018" 0.85
22x0
0.80 0.65 0.65 - -
24"x2Y2'x0.024" 0.90
0.88 0.70 0.65
24"x2)'2"x0.032" 0.90
0.88 - -
(1) MULTI -SPAN REDUCTION FACTORS ARE ONLY
APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN
IN TABLE 1 ABOVE.
NOTE: PANEL FASTENERS
ARE SHOWN IN TABLES 1,2 AND 3, SHEET 4
FOOTNOTE: "SAMPLE"
FIGURE INDICATES -"
ATTACHED
FIGURE INDICATES
FREESTANDING
1
.40'
75'
ALUM. ALLOY 3004-H36 OR EQUAL
110/120/130 MPH EXP. B & C
6" i 8' x 2 2" FLAT PAN
.09R (I.S.)--
.77
.45- { (ALL UNMARKED RADII .06R)
.70' !I< I .25"-
2.5- �'SB- T= (SEE TABLE BELOW)1�, ar� 7.4 4---1.92"� .75" �t.!
12" x 3 112" W PANEL 8" x 2 Y2" FLAT PAN
LUSL PAINEL'T' 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN PANELT 110 MPH SPAN 120 MPH SPAN 730 MPH SPAN LUSL PANELT"
(IN.) EXP:B EXP.0 EXP.B EXP.0 EXP.B EXP.0 LUSL (IN.) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 (IN.)
13'-9" 13'-9" 13'-9" 13'-9" 13'-9' 12'_6" 12'_6" 12' 6' 12'-6" 12'-6' 12'-6' 020
024
032
040
020
024
032
040
020
024
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.020
.024
032
040
020
024
032
040
020
024
032
040
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110 MPH SPAN
.020(l)
11'-2° 10.7
10'_7" 9.11"
EXP.B
EXP.0
020
10'-10"
10'-1" 10.3 9'-6" 9' 7" 9'-0"
EXP.0
w
15'-3" 15'•3 15'_3" 15 _3
14' 7"
14'_7'
13'_7'
13'-7' 13'-T 13'-7" 13'-7' 13'_7.
14._7•
O
12'-8"
12'-0"
12'-0"
.024
13'-2" 12'_7„ 12.8^ 11'-10"
10'-9"
U
5'-10"
024
12'-1"
10'-10" 10'-1'
10
1015'
1D
13 4"
17'-7' 1 T-7' 17'-7" 17 -7"
*7"l
12.9"
7"
15'-7' 15'-7' 15'-7" 15'-7" 15'-7"
.032
15' 6" 14'-9° 14'-9° 14'-0`
18._01•
18'-0"
cn a m
.032
14'-1"
13'-1" 13'-0° 12'1 ° 12'-0" 12'
19'-T�19'4-1 19'-7"
19'-7" 19'-T
19 4"
17.7"
17.7" 1 T-7" 1 T-7" 17.7" 17.7"040
19 4"
1914"
19 -d"
c
17' 6'
16'-10
15'-9'
16'-0" 15'-0"
16'-0"
16' 0"
04019"
15'-7"
14'-10' 14'-10" 14'-1" 14'-2" 13'-0°
12'-1"
12'
12'-1"
12'1
10'-2"
10'-2" 10'-2° 10._2" 10'-2' 10._2"
10'-10"
10'x"
103'
11'•3" 11'-3" 11'-3"
11�iir,
020 (1)
51l-_:3:'_
10'-1" 9'-0, g, 6, g•-0,
13'-3°
13'-3"
13'-3"
020
g, 1.
8. g.. 8. g. 8,�. 8'_6" 7'-11°
12'-6- 1�'l12'-0°
12' 6" 12'-6°
11'-0° 11'1" 11'4' 11'-4"
12'-2"
11'-8"
11'-8"
11•_2"
11'_3"
.02411._2„
10.3•
1p-0^ 9'-10"
15' 6"
15'-6"
024111111'-4"
10_1
g'_8„ g,_g^ g'_3^ 9'-5" 8'-1
20
20
13 _9"
20
13 0^
14'-0° 14'8' 14'-8° 14'-8°
14'-8° 14°-8,
13-0
13-0° 13'-0" 13'-0" 13'-0" 13'-0"
16'-8"
16'-8"
032
13'-3" 12'-9" 12'-9" 12'11'
12'4" 11'-7"
15' 6'
15'-2"
032
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11'-4' 10' 6°
14'-3"
¢
16'-3° 16'-3' 16'-3" 16'-3"
16'-3" 16'-3"
514-
14'-6° 14' 6° 14'-6" 14'-6^ 14.04014'-T
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10-4"
10'-4"
10'4"
13'-8'
14'-1^ 13'-2'
a
10'-8"
.040
3' 6"
12,:;
12'-10° 13'-0' 12'11" 2' 6" 11'-10°
9'-9"
9-4
CL
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9-9"
9-9" g,_g" 9'-9" 9'-9" 91.91
11'-l"
11'-1"
11'-1"
11'-1" 11''1"
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.020 (1)
9'-0" 8'-6"
i0'-10"
1l-"
020
6'-11"
B'-8" 8'-8" 8'-3" 8'-3- 7'-1
12'�12'-O'.12'-0" 12' 0"
12'-0' 12'-0"
12'-1'
10-0
1D4" 10' 4° 10'1}" 10'11" 10' 4"
13'-8"12'-1"
024
10' 8' 10'-�
10'-3" 9'-9"
13'-1"
o2a
9'-11"
q•_ q_2• g_3 8'_1
9'-7" 7"
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11 �11'-4"
11'-4' 11'-4" 11'-4" 11'x"
25
-1"
25
14'-9"
13'-2" 1�2'113'-2"
13'-2° 13'-2"
g. g„
.032
131" 12'-2'
12'-3" 11'-6"
9'-9"
.032
11'-10"
11'-3" 11'-3" 10'-9" 10'-10" 10'�
9. 7..
14'-2' 14'-2" 14'-2" 14'-2"
14'-2' 14'-2"
8'_11"
12'•3"
12'-3" 12'•3° 12'-3" 12'-3" 12'-3"
040
14'-2' 13'-7°
13'$° 13'-0"
10'-4"
10'4"
.040
13'-3"
12'-9" 12'-9' 12'-3" 12'x" 11'-9
10'-9"
11,
10' 6" 10, 6, 10'-6•
10L92
10•-6" 10'-6"
9'-11"
Lri
w12
9'-3"
9'-3" 9. 3" 9, 3" g•_3• 9•_3^
11'-4"
11'-4"
.020 ;1)
8' 9' 8' 11 ° B' S"
B'-6" 8'-2"
13._2"
12.8
020
8'•5°
8'-1" 8'-1" 7'-9" 7'-10" 7'-6^
11'-10
Q
11'-3" 1'3" tl3113"
11'3" ll' -3"
12'-3"
9' g"
12'-3"
12'-3"
w a ¢
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9'-9" 9'-9°
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0,1, 102 g
gg•2„
14'-9"
6
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2. 10" 8'-11" 1'184"
30024024
30
U a N
30
12'-6' 12'•6" 12'-6" 12'-6"
12'-6' 12'-6"
10, g..
10._9. 10._9. 10'_9" 10,_9" 10._91.
.032
12'-6" 12'-1" 11'-10" 11'-6"
lt'-6" 11' 1"
032
11 1"
10 8" 70'-q" 10'-0" 10 4" 10' 0°
13'4" 13'-0" 13'11" 13'4'
13'-4° 13'-4"
8'-10"
8'•10"
8'-7"
11'_7"
11'_7 11'-7' 11'•7" 11.-7" 11._7.
9._6..
040
14'_2" 13'_8" 13'.9^ 13'-0'
13'-3- 12.6'
�9'-8"9'-3"_
040
12'-7"
12.2 12._2 11'_8
9'-10"
9'-7"
9' 1" 9' 1" 9'.1..-,- 9--r
9'-1' 9'-1'
12._1"
17,
1 3.-_9
6' 4"
8'-4" 8 4" 8'-4" 8'-4" 8'-4'
1._6.
12'--1"
020 (l)
g'-3° 8'-1" 8' 1" 7'-10'
7' 10" 7._6,.
1
9'-10"29'-10"
020
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7._6, T-6. 7•_3" 7•_2^ 9•_11^
11'2"
10'3" 10' 3,. 10._3,. 10' 3'
10'•3" 10'3"
11'-2"
9' 0"
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11'-2"
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81.10^ 8, 7"
13'x"
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.024
g•_g^
g• 3• g•_3••
40
40
40
11'-4" 11'•4" 11'-4" t l'-4"
11'-0' 11'-4"
9'-9"
9'-9" 9'-9" 9'-9'
F-3"
8'-3"
.032
10,_7"
10'-8" 10'•3'
7'
7-7-
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10'-2"
9'-10" 9'-10" 9'-7" 9.-7" 9' 3"
12'-2- 12' 2" 12.2" 12.2
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10'-7" 1 D'•7' 10.-7 10._7" 10._7..
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11' 2" 11 -2" 10'-8" 10'-10" 10'-6"
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10._3"
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110 MPH SPAN
120 MPH SPAN
j 130 MPH SPAN
r v cg
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
w
14'-7"
14' 7"
14'_7'
14'_7•
14'_7..
14._7•
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12'-8"
12'-0"
12'-0"
11'-4"
11'-6"
10'-9"
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5'-10"
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5'-10"
5'-10°
14'-2"
13 4"
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12.9"
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18'_0"
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19 4"
1914'
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10'-10"
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13'-3"
13'-3°
13'-3"
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11'-8"
11'-8"
11•_2"
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15' 6"
15'-6"
15' 6"
15'-0"
15�'
14'-2"
13 _9"
13'_7°
13 0^
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16' 8°
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14'-3"
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MINIMUM NUMBER O'F FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER
FOR ATTACHED AND FREESTANDING SOLID COVERS
TABLE 1 TABLE --2 TABLE 3 -
2 2""' -
x6 12 AND WALL HANGERS, 3 x8" AND EXTRUDED AND 3"x8" WITH
6 %2" ROLL FORMED BEAMS _ STEEL HEADERS STEEL INSERT HEADERS
>-..------.._. _. _ _ ..._...- -
NUMBER OF N0.14 TEK OR SMS SCREWS - --------
} NUMBER OF NO.14 TEK OR SMS SCREWS ' NUMBER OF NO. 14 TEK OR SMS SCREWS
Q PER FOOT OF BEAM LENGTH
PER FOOT OF WALL HANGER AND BEAM LENGTH a �
� o - - --- L ... ..... .....-'-- -'-- - -- - - ---- o
m S - - --'-"— --'- .._ ._...__ '-------- PER OF BEAM
R FOOT LENGTH
110 MPH 120 MPH 130 MPH 00
E 110 MPH 120 MPH 130 MPH 110 MPH - 120 MPH 130 MPH
-- ..._
__
EXP. B EXP. C EXP. B EXP. C EXP. B r EXP. C EXP. B EXP. C I EXP. B EXP. C EXP. B EXP. C ~ EXP. B EXP. C EXP. B EXP. C EXP. B EXP C
5 2 1 2
-- 2 1 2 �— 2 2 -
2 2 2 3 3 3 7 2 2 —� 2— 2-2 _ 2
2 2 2 2 3 2 3 2 3 g' �.. - 2 1 2 2 2 2 2 2 $, 1 1 1 1 1 1
2 3 3 1 1 1 2 1 2
9 2 2 2 3 2 3 2 3 2 3 2 4 9' 1i..2 2 2 2_2 2 2 2 91 1 1 1 1 �21
3 3 3 1 1 1 22
10' 2 2 2 2 �. - 10, . 1= 2 2 2 2 2� 1_.._-
----- 2 3 3 3 3 4 – 2 2 2 3 3 3 10 1 2 2 2
2 2 2 2 2 � 3 -- –
11' — 2 2 2 2
11 2 '_._
3 3 3 4 4 4 2 3 3 3 3 3 1 2 2 2 2 2
12' 2 2 2 2 2 3 1 1 1 1 1 2
--- -- 3 3 3 3 3 4 3 4 3 5 12 _' 2 3 3 3 2=— 4 12' 2 _�
2 2 2 3 3 3 13' _2 2 2 3 3 3 1.� 1 1 2 1 2 1 2_ 2 2
13' _ 3 4 4 4 4 5 2 3 3 3 3 4 13'
FOOTNOTE: "SAMPLE"
FIGURE INDICATES ATTACHED
FIGURE INDICATES FREESTANDING
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6.5" ROLLFORM
A GUTTER FASCIA
ALUM.ALLOY
3004-H36
SPLICE I
WHERE
ICCURS--, ,i I
0.075" I II
TYP. II II
B MAG BEAM
ALUM. ALLOY
6063-T6
0.042"/ 6.5"
0.032,
TYP.
1--2.0" .0"
MAX
IDBL. 2"x6.5"x0.042"
ALUM. ALLOY 3004-H36
OR EQUAL
J DBL. 2"x6.5"x0.032"
ALUM. ALLOY 3004-H36
OR EQUAL
SPLII
W HEI
OCCUI
W
T
HEADER BEAM TYPES
I.
3.0"
C 4" 1 -BEAM 4.5" MAG GUTTER
ALUM. ALLOY D ALUM. ALLOY
6063-T6 6063-T6
K 3"x8"x0.042" BEAM
ALUM. ALLOY 3004-1-136
OR EQUAL
4.0"
7L DBL. 311x8"x0.042" BEAM
ALUM. ALLOY 3004-1-136
T=12 OR
14 GA.
ASTM
A653 SS
GRADE 50 C
G60 8.0"
nP" I k
L-3.0" 0" --1--3.0 --I
---I 1.00" r
.040" ALUM.
j .046" STEEL
3.0"
3'i .28"
.032" j 1
ALUM.
1 I
B3" SQ. ALUM POST 3" SQ. ALUM. POST
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H.36
HEIGHT LIMITED TO ��`. 3' SQ. STEEL POST
10'-0" MAXIMUM. F /ASTM A653 GRADE 50 CP60
DBL. 3"x8" 0.042" BEAM
T=12 GA.
W/ DBL. 14 GA. STL. INSERT
ASTM A653 SS
ALUM. ALLOY 3004-1-136
GRADE 50 G60 -..
OR EQUAL
DBL. 3"x8"0.042" BEAM
.032"
W/ DBL. 12 GA. STL. INSERT
-
P ALUM. ALLOY 3004-H36
,.✓
3.0"-i
OR EQUAL
NOTE: WHERE 12 AND 14 GA.. STEEL INSERTS OCCUR AS
SHOWN IN THE SPAN TABLES. THEY SHALL BE INSTALLED
THE FULL LENGTH OF THE 3"x8" BEAM.
---I 1.00" r
.040" ALUM.
j .046" STEEL
3.0"
3'i .28"
.032" j 1
ALUM.
1 I
B3" SQ. ALUM POST 3" SQ. ALUM. POST
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H.36
HEIGHT LIMITED TO ��`. 3' SQ. STEEL POST
10'-0" MAXIMUM. F /ASTM A653 GRADE 50 CP60
3" SQ.0.032" ALUM. BEAM
W/ 12 GA. STL. "U" CHANNEL
E
ASTM A653 SS GRADE 50 G60
7
T=12 OR
14 GA.
ASTM
A653 SS
GRADE!
G60
0.625'
3"x8"x0.042" BEAM
A A
14 65 STL. INSERT
ASTM A653 GRADE 50 G60653 GRADE 50 G60
3"x8"0.042" BEAM
N W/ 12 GA. STL. INSERT
` ASTM A653 GRADE 50 G60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS
OCCUR AS SHOWN IN THE SPAN TABLES,
THEY SHALL BE INSTALLED THE FULL LENGTH
OF THE 3"x8" BEAM.
COLUMN / POST TYPES
T--
6.5"
0fPLASTIC
024"
@ 24' O.C.
EA. SIDE
-a n 20"
3" SQ. ALUM. POST
(\ WITH SIDEPLATES
ALUM. ALLOY 3004-H36
OR EQUAL
INSERT T=0.125'
WHERE ALUM.
OCCURS ALLOY
6063-T6
6.656" 7
0.110"
TYR
IF
0.375'
F 7" I -BEAM
ALUM. ALLOY 6063-T6
(;Ew/
(1) "C" INSERT
ALUM. ALLOY 6063-T6
H W/ (2) "C" INSERTS
ALUM. ALLOY 6063-T6
NOTE:
WHERE 'C' INSERT OCCURS AS SHOWN IN
SPAN TABLES, IT SHALL BE INSTALLED THE
FULL LENGTH OF THE 7" I -BEAM.
0.075" 3.0"
TYP JJ 1
I 3.0"
MAG POST
ALUM. ALLOY
6063-T6
NOTE:
EACH HEADER BEAM TOP AND
BOTTOM FLANGES SHALL BE CUT. AT
EACH INTERIOR COLUMN WHERE 3
OR MORE COLUMS OCCUR. DO NOT
CUT FLANGES AT END COLUMNS.
H)=3"SQ.xt=0.250"
=3"SQ.xt=0.313"
��f )=4"SQ.xt=0.188"
K) =4"SQ.xt=0.250"
SQ. STEEL POST
ASTM A500 GRADE B
Z
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ASTM A653 SS
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W/ 12 GA. STL. "U" CHANNEL
E
ASTM A653 SS GRADE 50 G60
7
T=12 OR
14 GA.
ASTM
A653 SS
GRADE!
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A A
14 65 STL. INSERT
ASTM A653 GRADE 50 G60653 GRADE 50 G60
3"x8"0.042" BEAM
N W/ 12 GA. STL. INSERT
` ASTM A653 GRADE 50 G60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS
OCCUR AS SHOWN IN THE SPAN TABLES,
THEY SHALL BE INSTALLED THE FULL LENGTH
OF THE 3"x8" BEAM.
COLUMN / POST TYPES
T--
6.5"
0fPLASTIC
024"
@ 24' O.C.
EA. SIDE
-a n 20"
3" SQ. ALUM. POST
(\ WITH SIDEPLATES
ALUM. ALLOY 3004-H36
OR EQUAL
INSERT T=0.125'
WHERE ALUM.
OCCURS ALLOY
6063-T6
6.656" 7
0.110"
TYR
IF
0.375'
F 7" I -BEAM
ALUM. ALLOY 6063-T6
(;Ew/
(1) "C" INSERT
ALUM. ALLOY 6063-T6
H W/ (2) "C" INSERTS
ALUM. ALLOY 6063-T6
NOTE:
WHERE 'C' INSERT OCCURS AS SHOWN IN
SPAN TABLES, IT SHALL BE INSTALLED THE
FULL LENGTH OF THE 7" I -BEAM.
0.075" 3.0"
TYP JJ 1
I 3.0"
MAG POST
ALUM. ALLOY
6063-T6
NOTE:
EACH HEADER BEAM TOP AND
BOTTOM FLANGES SHALL BE CUT. AT
EACH INTERIOR COLUMN WHERE 3
OR MORE COLUMS OCCUR. DO NOT
CUT FLANGES AT END COLUMNS.
H)=3"SQ.xt=0.250"
=3"SQ.xt=0.313"
��f )=4"SQ.xt=0.188"
K) =4"SQ.xt=0.250"
SQ. STEEL POST
ASTM A500 GRADE B
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A:FI I NAMING ANGI.F
SEF- 1AHLE 2
FASTF.NFRS. SEE- (ABI -F 3
R.F. OR EXT HANGER
CHANNEL, 2X OR 3X
RAFTER, BRACKET
CMJ I IINv L_EU�_DCK UK WALL HANGER & EAVE CONNECTION DETAILS_
NOTE: WHERE COVER CONSTRUCTION INCLUUES
DETAIL A OR B. SITE-SPECIFIC ENGINEERING IS COVER
I I � ( 7/l(i' ;;TLE(. NOTE HRACKI-'1 :;,1M 111 ! f)CAl'I I.
PROJECTION (� 114-L) 1101.1:: S.I YP ANYWHERE ON LAVE
REQUIRED TO VERIFY ADEQUACY OF THE EXISTING B"
STUD WALL FRAMING WHERE ONE OR MORE OF THEI&M
psi6 I 0 NOTE PROVIDE WATER
FOLLOWING CONDITIONS OCCUR: I 0 EYP BRACKET PROTECTION, METAL FLASHING
' i4' /� AT EVERY 2x CAUCK JOINTS AND SLOPE
ALUM. PANEL 2Y. OR ---/EXIST.
RAFTERS AT
3x ALUM RAFTER
\
WITH 6 -INCH MIN.THICKNESS
24' O C AT ROOF
EXIST FASCIA BOARD -
• '.•I
OVERHANG
COVER NUMBER AND TYPE
�-
o
._ .LUSL - OF FASTENERS
.
ALLOWABLE PROD.
EXISTING EAV�
E
X FULL DEPTH
- -
TO BEAM
-
OVERI'IANG I
WOOD'CAD.
TABLE 1
(24" MAX.)
WHERE OCCURS.SEE
I V
SEE TABLE 2
4(/ EAVE CONNECTION
A ) r--xff; TING 71001 (AfF•RI IANn Dr:$IGN I OROS
RDI = :I pst (MINI If) It psl IMAX) RI I = Al. 25 :10. 40. P. •i0 p::I
2 r_XIS'i'ING RAF FFFt At 10WAIII.F IIFNDINfi STRF.S:: if',;%110 p;1
LEDGER OR WALL I (ANGER
WITH FASTENERS �t
PER TABLES 3 & 4
2x WOOD STUD OR
t"MIN. CONCRETE WALL
/,
3 Yi
WALL CONNECTION
u
Nb I'I WALT LIiUGER IS NOMINAL III El SV_E 'l'xG (A'I' r,
MINIMUM RAiI' TFRS), NOMINAL 2'zll" (AT' :S"z0' MINIMl1M RAFTERS)
OR KII.N-DRY WOOD -FILLED 2'x6 Yj OR 3"x0' ALUMINUM SECI IONS
p TO DRAIN (OPl IONAL)
�o /
%� EXISTING EAVE ALLOWABLE PROJ. TO BEAM
OVERHANG SEE TAIII.E t
1 114" (24" MAY.) '
2xG 1111 1)(:1:14
RAFTER I .1
(3)-1114x1 1/2- W S 1.
NOTE PI.ACC "SIKH FLEY." OIt SIMII,All
MATFmA1 fir I WFFN BRACKET AND COMP NO fl IJRACKr I MAY IIF
SHINf•GI.F I(OOFING TO PROVIDE SEAL MOUNTED DCI -OW RAI' I fit
Wl SAMF CONNF-CIION",
ALTERNATE EAVE CONNECTION
l J NOTE-. it it,; DI= I All IS I_IMITFD TO RI=;i10P.N1 IAI IN;i I AI I A I IOI.1:-i
WITH A 10 pl( MAXIMUM DESIGN LOAD
TABLE 1 TABLE 2
TYPE AND NUMBER OF FASTENERS REQUIRED AT ROOF PANEL
OR RAFTER CONNECTED TO EXISTING ROOF OVERHANG
EXISTING
MAXIMUM PROJECTION
-- FRAMING MEMBER - — _._.. (A)- SIMPSON A34 FRAMING ANCHOR USING SD9112 SCREWS
P �' X COVER AT ROOF WIND SPEED (MPH) AND EXPOSURE
(B) • (2) SIMPSON A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL DEPTH WOOD SCAB
LUSL OVERHANG 110, B 110, C 120, 130, _ ENG F RAFTER TAIL
FULL LENGTH p
2" x 4" FULL 26'-U" 26' 0" 26' 0" 25' 2" 25' 4" - _ 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L.
20'7" 10PS�LL
L; ; -j 2,. x 6„ NOTCHED 26'-0" 26'-0" 26'-0" + 25' 7" 25'-4" 21'-2" WIND ^P^rU -- — --- --- ---- ... — -- - - -
--- -- m o WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED
2"x6" FULL OR
10
- - 5 (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (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
I
•- r ;.,,,C 2"x8" NOTCHED —.. ....__
2"x8" FULL OR
26'-0" 26'-0" 26'-0" 126'-0" 26'-0" 1 26'-0" 5' (Aj (A) j (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A A A A
2"x10" NOTCHED _) _ ( ) ( ) ( ) (A) (A)
r..._- 6' (A) (A) (A) (A) (A) (A) (A) (A)- (A)- (A) (A) (A) (A) (A) (A) (B) (B) (B)
2" x 4" FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7"
c.
'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) (A) (B) (B) (B)
20 2.,x6" FULL OR --- — 8' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B)
n_ 2"x8" NOTCHED 26' 0" 26'-0" 26'-0" 26'-0" 26' 0" 26' 0"
---
::, -- — -- - 9 (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B)
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) (B) (B) (B) (B)
11' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B)
!) 6 2" x 4" FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7"
2" x 6" NOTCHED 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)
25 2"x6" FULL OR
2"x8" NOTCHED 26'-0" 26-0" 26-0" 26'-0" 26-0" 26'-0" TABLE 3 c TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER
2"x8" FULL OR AND ROOF PANEL RAIL TO FASCIA
r_ •_ �"14u
^:Sry'Vy 2"x10" NOTCHED 26' 0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" OR LEDGER TO EXISTING WOOD STUD WALL FRAMING
2" x 4" FULL 16'-0" 16-0" 16-0" 16'-0" 16-0" 16-0" (C) - (2) DIAMETER LAG SCEWS
x 6" NOTCH 10'-10" 10'-10" 10 =10" - (D) - ye" DIAMETER LAG SCREW
5w i` �•. -------._..._ --_-9 2., 9.'3„ ( J DIAMETER G SCR
ED
LL . J) rn 30 2'x6" FULL OR - - — E -:/4" LA EW
a, o _ 26' 0" 26'0" 26'-0" 26'-0" 26'-0" 26'-0"
C' �:� ,• �•� 2"x8" NOTCHED
2"x8" FULL OR - 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L.
M 7R4� . L .: 26' 0" 26'-0" 26'-0" 26'-0 26'-0" 26'-0
" " a ----- .
hn • 2"x10" NOTCHED F-0
0o WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED
2" x 4" FULL 1 1'-7" 11'-7" 11'-7" 1 1'-7" 11'-7" 11'-7" m (EXP. B & C) (EXP..B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C)
2" x 6" NOTCHED 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
` r'' 1..•, 40 2"x6" FULL OR 5' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D)
_ '• J 2"x8" NOTCHED 19'-6" 119'-6" 19'-6" 19'-6" 19'-6" 19'-6"
: �. 2"x8" FULL OR
6' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D)
rt :.44; :: :o= '':�, 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 126'-0" 26'-0" 7' (C) I (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D)
2" x 4" FULL 81-1 8' 11" 8'-11" 8' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) I (D) (D) (D) (D) (D) (E) (E) (E)
It 2" x 6" NOTCHED 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 9' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E)
!' SO 2"x6" FULL OR 10 (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E)
15'-3" 15'-3" 15'-3" 1 '
2"x8" NOTCHED 5'-3" 15'-3" 15'-3"
2"x8" FULL OR 11' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E)
2"x10" NOTCHED 20'-9" 120' 9" 20'-9" 20'-9" 20'-9" 20'-9" (c) (C) (C) (D) (D) (D) (D) (D) (D1 ) (D) I (D) I (D) (E) 1 (E) (E) (E) (E) (E)
TltlnkPad\Dura(um\IAPMO 019515 -2t -t4 SubmittaR5•27.74 A S.dwg, 82712014 17:45:12 AM. CutePDF Writer,
TABLE 4 a,b ANCHORS INSTALLED
INTO CONCRETE WALLS
=
WITH 6 -INCH MIN.THICKNESS
o
COVER NUMBER AND TYPE
�-
o
._ .LUSL - OF FASTENERS
.
a
10 )> O SIMIISON'TRONG-BOLT 2 SS
O �i
111 p
Al
20 Y, 'O SIMPSON STRONG -BOLT 2 SS
AT 48'0.C. (a.b)
>
-
oa
Y2'0 SIMPSON STRONG -BOLT 2 SS
25
¢ o
Al 48" O.C. (:1.b)
- o
0—
L) —
U
W
30 ), 0 SIMPSON STRONG BOLT 2 SS
z z
AT 36. O.C. (a.b)
40
Y7"O SIMPSON STRONG -BOLT 2 SS
40
AT 36' O.0 (a.b)
E
3
)'2'0 SIMPSON STRONG -BOLT 2 SS
50
m
AT 24" O.C.(a,b)
m m ;
,Oi a @)
L � v
(n U
Z
ui
FOOTNOTES TO TABLES 3 & 4:
fn5Qo
a. EMBED ANCHOR 3" MINIMUM INTO
N o w LL
�
CONCRETE WALL AND INSTALL IN
>
>awH
ACCORDANCE WITH ESR -3037
° a
b. USE 3" SQ.x%4" STAINLESS STEEL
WASHER WHEN INSTALLING NEW
a o m m
WOOD LEDGER AGAINST EXISTING
W
CONCRETE WALL.
w
c. WHERE ROOF PANEL RAIL OCCURS,
zI.-M.
USE" DIAMETER LAG SCREW IN
"
LIEU OF (2) %4" DIAMETER LAG.
>=
z'A Z W
SCREWS.
Q3 w J
K Q U w
OO Tom
HANGER CHANNELSAND MOUNTING BRACKETS
FASTENERS, T=.060" TYP.
z
k 2 740" i SEE TABLE 3, SHEET 4 I w
I I 1 Z
I z z
FASTENERS, I 1
1.50" SEE TABLE 3 SHEET B—\300" ( .0781 J Ca I T .5i o
T=.060" w �
1 .633" I 0 3 a m
ALUM. 3004-H36
060 --�-_— .25"R FASTENERS I� I v °
f .05' 0 6'
.202" FASTENERS, SEE TABLE 3 SHEET 8 I a
J51"
U1(2)90" p " _r O `� °( aQ<
DIA. SEE SHEEP 4 �\ J/ � Z0.04" _ - I// .563" .281„ _ _ .200'y/� .205"A 3" w 2-P w 2 <
� QCONTINUOUS A- RAIL�! a W jROOF PANEL (WHERE OCCURS) IN oSTENERS - oU 0 0
"'EET8 - �3""� zE TABLE 3 " FASTENERS,°,5nnFASTENERS, w ALUM.ALLOYIr SEE SHEET4 6063-T6 .880' SEE TABLE 3, SHEET4 ALUM.ALLOY w
ALUM.ALLOY. ALUM.ALLOY 6063-T6 0
6063-T6 6063-T6
A ROLL FORMED OB EXTRUDED HANGER / CONNECTION OC I.R. HANGER "H" BRACKET
HANGER
a�
�o
NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf
oa
MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED
a
AT ROOF LOADS EXCEEDING 30 psf. 10# L.L. (2)#14 SMS EA. SIDE
(3) %2"O LAG SCREWS 1 1/2" 20#,25#,30#L.L.=(3)#14 SMS EA. SIDE )BEAM SPLICE TO „ z
#14 SDS, 40#,50# L.L.=(4)3#14 SMS EA. SIDE 1/ OCCUR DIRECTLY OVER 5/8" PLASTIC Q 3
POST. NOT PERMITTED PLUG WHERE ° cc
3 PER SIDE _ _ _ _ ___ ___ _ I @ I @ 2 -POST UNITS SCREW 15 INSIDE J o
- 3/4" OR 1 1/2"' 6 SCREWS
J 1"
It
1 PER SIDE I #14 SMS MAY
T.5"
Q 2" x 6 1/2" ORL-1.5 - - BE USE AS
' 2 1 5" MIN. 3" x 8" ALUM. 3.5" ALTERNATE TO
D I RAFTER 1/4"0 BOLTS
3.5"w 0 -3/4" OR 1 1/2" - - - - ---8"BEAM 'o =am
��± 3"x8' ALUM. ------------- 5" Q`W<
HEADER u BRACI�T 1❑ OR ' rn
0 <LL m
LU 1" EXISTING WOOD STUD FRAMING SEE NOTES
3"X8" ALUM. (E) STUCCO BELOW 1 i �- 6 1/2" SIDEPLATE EA. —�
(E) STUCCO 2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 psf ! I I SIDE SEE POST.SCHED.
2Y" RAFTERL 2 EACH 1/2"0 x 3-112" 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 E
(2" MIN. PENETRATION INTO EXISTING WOOD STUD) AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES
NOTE: LENGTH OF LAG SCREW SHALL PROVIDE m E
m�
THREADED PORTION OF SHANK COMPLETE NOTE: USE LEDGER WHERE RAFTER SPACING SEE LATERAL FOR('E RESISTING SYSTEM, SHEET 11 0
PENETRATION INTO EXISTING CORNER STUD. EXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 6.
•oa
to Uw
`3
HEADER BRACKET 2 RAFTER TO STUD WALL CONNECTION BEAM TO POST CONNECTION 8 NZ
0
I
,WL ><
1 1/2" OR 2 -LATTICE #8 S.M.S. > 2 w ^
#8 S.M.S. EACH SIDE t ALUMINUM MEMBER WITH O g Z o
ALTERNATE 1/2" DOUBLE RAFTER- 1 EXISTING DBL. 3"xB"x0.042 BEAM
BOLT CONNECTION ` PLAN 2 LATTICE 1 1/2" OR 2" SHEATHING WOOD FILL OR U < a N
I NOMINAL LEDGER OP, DBL. 2"x6.5"X0.032"10.042" BEA p Q a e
ALTERNATE: I �� (NEW OR EXISTING) a ' If =
4414 S.M.S. EACH 3 \ SSEE HEE OBTE, DETAIL B, ° CID.
m
RAFTER TO COL. cn
CONNECT. (8 -TOT. T' w � w
) 2"x6.5" OP.., x8" RAFTER � I ° ° I ~
_ w
ALTERNATE: 1/2" BOLT U)
Z c
uiow ..
FASTNERS. SEE TABLE 3. m ry 0 m
a.5 OFR G ALTERNATE: \ p . 1 SHEETS
(2)- #14 S.M.S. EACH RAFTER \ Z 6j1D w
�\ 5/8" 0 ACCESS HOLES 3:6j
J"
a�a>
TO COLUMN CONNECTION �' s "
K a U w
� --r INSTALL ooNc
O (4 -TOTAL) 3" SO. POST LONG SDS C EACH
3"x 3"STL.POST (24") ° \• ALTERNATE: ' �\ HEADER TO COLUMN
INSERT ATTACHED OR —(2)-2x6.5" OR - ALTERNATE:
3"x 3"STL.POST COLUMN ( I I I (2}3"x8"HEADER (,. ^ , — (y- 2x6.5" OR (2y.Yx8' HEADER I — 1 "STUCCOR EQUAL —J CONNECTION) PER
2 �� _•,_` EXISTING (12 FASTENERS m e
O N) LLO
FOP. FREESTANDING J ` ` —ALTERNATE: m
— (2}1/2 "BOL! T 12.5" PENS. INTO EACH WOOD STUD
,� 1 3"x3"x0.024"-' f 1) - 1/2" BO_. OP.
— 2"x E.5" SIDEPLATE f2%- x+14 S.M.S. EACH RAF -I ER I w
ICONNECTOP, g w
I � I
EXIST. STUCCO / LEDGER6'; a E;
DBL. RAFTER / DBL. HEADER CONN. "A I STUB COLUMN TO DOUBLE HEADER CONN. 5� 1 ATTACHMENT DETAIL J
/–' /-'N I I I P, A P, I / !`-1 I–N r — —
k`/L-u-IvI" / I �Dumr-/AUr_'IVIUUN I ANL) F-OOTING EMBEDMENT DETAILS MIN. NUMBER OF REQ. COLUMNS
7 __'. :-w 7-
"I "BRACKC1 @ :1"30 POST
W/ (4)-1114 SMS EA SIDE OF POST
OR 1/2- M.13 TI INC)l )(;I I
ISTRONG4301 -1 2
L -.'A BRACKEI IOSI.Ali
9 112" MINIMUM DIS I ANcr To
EDGE OF SLAB
At - LJMI"HI?A(:KF I USE WITH
POST POnl TYPO H.C.I.) OF? E.
I I'M or? 9" SQ.
r1A5r PI A IT (J.';r vvn H
"()"T TYl'E 2-C J) OR K
;FF 7AIII 1' 1
:13" MINIMUM DISI ANCE FROM .......
SLAD CRACK TO COLUMN
(1 MIN. EMBEDMENT) 4
DEPTH
SLAB SHALL BE IN I
-
POURED CONCRETE
GOOD CONDITION I FOOTING SEE TABLES
FOR SIZE
3 112" MIN. SEE FOOTING
IN BEAM SPAN TABLE
11" EXISTING SLAB- POSTS TO CONC. FOOTING
7 -) ATTACHED COVERS ONLY 08 ATTACHED COVERS ONLY
ALUM. ALLOY
6063-T6
3.00" OR
1.375"
.75"
of,
1.30
X Y2 Y8"
HDG
"xANCHORS'
TE AT
N IN A Y2 .0901, TYP.
2
INSTALL %" x I " x Y8" HDG
WASHER P
PLATE AT
7: 0 1OMP
FOR 130 MPH
NOTE: CONCRETE SLAB ANCHORS SHALL BE
3/a" DIAMETER SIMPSON STRONG -BOLT 2 SS
(ICC -ES ESR -3037)
ALUM 'IT" BRACKET Oc
Think PadkDuralurnkIAP.0 0195%5.21-14 SubminalkS-21 -14 A 5.dwg, 8/27/2014 11:45:56 AM. CutePDF Writer.
TABLE 1
TABLE
ATTACHED ONLY
ATTACHED AND
FOOTING & ANCHOR BOLTS
FREESTANDING
INSERT
ALTERNATE FTG.
E sim c—(
FOOTING SIZE _S,NGLEpq_rS so in- orcp * CUllf-FIC
EMBED CUB
BOLTS
THK - * BASE PLATE
to
< 7 L!il
�
(ASTM A500 GRADE B STEEL) I i
6 Y2" Y4'.
W
20" 21" SO
37 - 12"
;14, CuIlRo (1) 3114,
21 25" Su j I (r
LL <
24 2811 SO I 20"
25- 30- CUnr-0 (2) 3114'26"
32" GO. 23"
. .......... ..
3 1, C 011 r: I) Q) f4y5/8"G 4 '
28" 35* so. 25*
30" 39" SO. 28'
—
39'CUBED f2) (4). 4 314'
32" 43" SO. 30"
40- - 42- CUBED (2) J4): 4 3ld-
34" 47" SO. 32"
36" 51 --SO. 34"
NOTE BOLTS SHALL BE SIMPSON STRONC-IJ01 1 :1
38" 551, SQ. 37'
(ICC -ES ESR - 3031)
- -
I) MAY USE EITHER STEEL -r BRACKET OR
4 . 01* SO 39"
ALTERNATE FREESTANDING BASE PLATE•
41"
2) REOUIRCS USE OF ALTERNATE FREESTANDING
I 69" SO 43,
BASE PLA rE.
MAI(: 1:001 ING W/3 Irl'-;1IAll
2.0**
7/16"a HOLE 4
/16 1
FOR 3/8" MB 2 FLANGES
0 2 1/8" APART
ASTM A500 GRADE 8
INSTALL %" x I x Ya" 1\1. 125" F 2-.5
HDG S-1 2
(INSTALL
PLAT ANCHORS
.175" L.75" BASE FLARES
.157'. - TO 3"WIDE EA.
TYP. SIDE OF FLANGES
USE FOR 3"OR1.75" FOR 3" POST,
0
ST L POSTS
:E:E 5.50" 4" WIDE FOR 4" POST
1-7/16"0 HOLE
2- 5/16"0 HOLES & 2-3/8" HOLES
NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1. TYP. EA. SIDE
STEEL 'IT" BRACKET (D
I0 01-1-ITI-I OF
F()O',',N(-, OF,
1:1- MIN
(1)-1/2"OM.B.
x9" LONG. V
FROM END
OF POST
POURED
CONCRETE
FOOTING
(3)-3/4"0 BOLTS
FOR POST TYPE F, G. H. 1. J & K
SQUARE POST EMBED.
INTO FOOTING
45
4
4.5"
3" OR 4" SO.
INSERT
16" x 0.188"
T.O.C.
(4)- SS316 3/4"0 STRONG -BOLT 2 SS
STEEL PER ICC -ES ESR -3037
(4 3/4" EMBEDMENT DEPTH)
INSERT TO'\
BASE �
S TEFI P01,TONI .11
PLATE 3/1 6.
USF Fl()., I I YPF
STEEL
F. G. 1-1, I..l OR K
INSERT
U-
9" SO. X 5/8" THK
.0.
L) - -.-
THK - * BASE PLATE
to
< 7 L!il
�
(ASTM A500 GRADE B STEEL) I i
6 Y2" Y4'.
W
1.- 0 L)
LL <
w
UJIz
U)
0
0 Z, Z
W W
co
SQUARE. SEE FTG.
SCHEDULE IN BEAM
SPAN TABLES
SQUARE POST EMBED.
INTO FOOTING
45
4
4.5"
3" OR 4" SO.
INSERT
16" x 0.188"
T.O.C.
(4)- SS316 3/4"0 STRONG -BOLT 2 SS
STEEL PER ICC -ES ESR -3037
(4 3/4" EMBEDMENT DEPTH)
INSERT TO'\
BASE �
E
9
PLATE 3/1 6.
E
STEEL
m
INSERT
U-
9" SO. X 5/8" THK
.0.
L) - -.-
THK - * BASE PLATE
to
< 7 L!il
�
(ASTM A500 GRADE B STEEL) I i
6 Y2" Y4'.
WELDED STEEL BASE PLATE
ALTERNATE FREESTANDING
BASE PLATE ANCHOR
ASTM A500
E
9
GRADE 6
E
STEEL
m
10
U-
.0.
L) - -.-
C)
to
< 7 L!il
�
z
W
1.- 0 L)
U)
tr (x >w LL
W>
0
0 Z, Z
ze
wow
Im
M-0Zo
z 0 Lii w
OO NIT
m
LL
ft
0
10
C)
z
W
w
m
U)
- 110,120,130 MPH - EXP. B & C
ATTACHED & FREESTANDING SOLID
COVERS - 25 PSF SNOW LOAD
3"x8"x0.042" BEAM
Z
3"x8"x0.042" BEAM
DBL. 3"x8"x0.042" BEAM
DBL. 3"x8"x0.042" BEAM
12 GA. STL. INSERT
ammufflum
' W/ 14 GA. STL. INSERT
12 GA. STL. INSERT
N —W--
� W1 DBL. 14 GA. STL.
INSERT
W/
DBL.
E
P
(M
Ivl
L D
ATTACHED
SOLID
FREESTANDING
SOLID
w
n Q e
ATTACHED SOLID
FREESTANDING
SOLID
ATTACHED SOLID
FREESTANDING
SOLID
ATTACHED SOL/D
FREESTANDING
SOLID
� T
MAX.COL.
>
H `
FTG.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POS7r(IN
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
F7G.
MIN.
MIN
�PACN)GT
FTG.
(IN.)
MIN.
MAX.POST
SSP ANG
FTG.
((1)
MIN.
MAX.POS7
S(SPAANG(IN.)
FTG.
MIN.
j o5:L
c2�
Ua-
/�mSPACING
SPACING
o
MAX.POST
FTG.
(IN.)
MIN.
POST
MAX.P057
SPACING
(IN.)
MIN.
POST SPACING
(IN.)
POST
SPACING
(IN.)
S(SPANGTYPE
S(3PAN)
((N))
7Pl0PE
S(SPANG
)
(IN)
(1)
TYOPE
()
TYPE
-
( )
()
TYPE
)
()
TOPE
r
O ¢ u
ON SLAB
-
(SPAN)
(1)
TI PE
(SPAN)
(1)
TYPEA)
(1)
TYPE
(SPAN)
(1)
TYOPE
)
I
¢
C
G
(2),(3)
31
11
14' 3"
19
15'-1"
31
16' 6"
20
E
16'-6" 32
G
1' 2"
22
E
21'-2"
34
H
23'-2" 22
25
E
23'-2" 34
22'-8" 34
H
5
Z
4"
5
14'-1"
19
C
15' 9"
G
C
14'-8"
31
G
16'-6"
22
16'-1"
31
21'-2"
24
20'-8"
33
23'-2"
2
Q
10'
14'-1"
21
15'-4"
14'-3"
21
21
15'-1"
32
19' 4"
22
19' 4"
�51121'-2"
23
E
21'-2"
35
I
6'
m
r
12'-10"
19
E
14' 4"
32
G
13'-1"
20
E
13'-9"
32
31
G
15' 1"
15'-1"
23
E
14'-8"'
32
G
19' 4"
25
E
18'-10"
21'-2"
26
20'-8"
.35
2
T—
9'-0
6
12'-10'
22
14'-1"
32
, 13'-1"
22
13'-6"
14'-0"
33
18'-0"
22
18'-0"
35
19'-8"
24
E
19'-8"
36
K
7'
L) a °
11'-3"
20
E
-1"
20
E
12'-9"
32
G
14'-0"
14'-0"
21
23
E
13'-8"
33
H
18'-0'
26
E
17' 7"
35
I
19'-8"
26
19'-2"
36
o < a
I
8'-0'
7
3"
1"
12'-6"
32
21
13' 1"
34
16' 10"
23
16'-1
36
K
18'-4"
24
E
18'-4"
37
K
8
r
10'-711
20
E
12' 7"
33
H
11' 412
212
E
12'-0"
33
H
G
13'-1"
13'-1'
24
E
12'-9"
33
H
16' 10'
26
E
16' 4"
36
I
18' 4'
27
18'-0"
37
J
7 -s
s
10 -7"
22
12'-2"
33
11'4"
23
11' 8"
33
12'4"2_V
334
5' 10"
227
15'-
336
17'-417-4
228
E
17'-4"7-0„
337
K
9
0
9'-5"
20
11'-10"
34
H
10'-8"0'-8"
223
E
11, 1„1'-1”
333
H
12' 412'
224
E
H
E
15' 6"
K
--
7, 0„
9,
9 5 "
23
E
11'-7"
34
4
11' 9°1
334
15'-15'-1"
227
15'-14,-8"
337
16'-616'-6"
228
E
16'-6"6
388
K
10'
8'-11"
ZO
E
11' 3"
34
H
0
21
E
10'-9"
34
H
11'-9"
22
25
E
-6"
E
K
1
(�
N.P.
10,
8'-11"
23
11'-0"
34
10'-2"
10'-6"
34
11'-9"
335
14' 4'4
228
14' 4'4
337
15'-915'-9"
229
E
15'-915
338
K
g'_5^
21
10'-8"
35
9'-8"
22
E
10' 3"
34
H
11'-2"
22
25
E
11'-211 -0"
E
1"
K
�"
NIUD.P.
11'
8'-5"
23
E
10'-6"
34
9'-8"
24
10'-0"
34
11'-2"
910
226
10'-910'-6"
335
13'-9"3,
228
13'-93
338
K
15'-115'-1"
229
E
15'-114-8"
K
12'
a-
N
8'-0"
21
10' 2"
35
I
9' 4"9
225
E
9'-109
334
I
10'
E
9"
E
6"
39
o
N.P.
12'
8'-0"
24
E
9'-8"
35
-4"
7"
H
9
0.
J O
> z
SOLID
N
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED
SOLID
FREESTANDING
SOLID
ATTACHED
SOLID
FREESTANDING
SOLID
ATTACHED
SOLID
FREESTANDING
SOLID
C
>
ATTACHED
SOLID
FREESTANDING
j p
=
MAX.POST FTG. MIN.
MAX POST FTG. MIN. MAX POST FTG. MIN.
MAX.POST FTG. MIN. MAX.POST FTG. MIN.
MAX.POST
FTG.
MIN.
MAX.POST
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(2),(3)
(SPAN) (1) TYPE
(SPAN) (1) TYPE
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a o m
9'-0"
5' 8'-8" 18
B
9' 1" 28 G
5
8'-4" 20
8' 6" 29
W
8'-4"
6, T-11" 18
B
8'_3" 29
G
6'
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7'-7" 21
7'_g" 28
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7'-6"
7' 7'-4" 19 B
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7'-2" 21 C'
8' 6'-10"19
C
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22
NP
9' 6'-6" 20 C
6'-3" 22
NP
10' 6'-2" 20 6'-6" 31
C G 10'
v
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6'-0" 23
6'-1" 30
w N
NP
11' 5'-11" 20 6'-2" 31
C
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5'-9" 23
5'-9" 31 G 11'
a W
NP
12' 5'-8" 21 C 6'-0" 32
G 12'
5'-5" 21 E
5'-7" 31