BPAT2016-003278-495 CALLS TAMPICO
LA QUINTA, CALIFORNIA 92253
TitT 4 s(P Qw
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Application Number:
BPAT2016-0032
Property Address:
54791 INVERNESS
APN:
775091049
Application Description:
PGA WEST/ 406 SF PATIO COVER AT COMMUNITY_ POOL
Property Zoning:
PALM DESERT, CA 92253
Application Valuation:
$6,090.00
Applicant:
SUNRISE DESERT PARTNERS
300 EAGLE DANCE CIR
Z
PALM DESERT, CA 92253
A �i
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.::CONV:140528101254122545
Date:
Contractor:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for the permit to file a
signed statement that he or she is licensed pursuant to the provisions of the
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division
3 of the Business and Professions Code) or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a
permit subjects the applicant to a civil penalty of not more than five hundred dollars
P
Iasowner of the property, or my employees with wages as their sole
ensation, 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
49 �he did not build or improve for the purpose of sale.).
) I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project. (Sec. 7044,.Business and Professions Code: The Contractors'
State License Law does not apply to an owner of property who builds or improves
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to
ontractors' State License Law.).
,
XX, I amexem tnunnde/r�Sec. B.&P.C. for this reason
Dave: dV,(l� Owner
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
Lender's
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 6/2/2016
Owner:
SUNRISE DESERT PARTNERS
0
300 EAGLE DANCE CIR
PALM DESERT, CA 92253
z
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Z
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Contractor:
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SUNRISE DESERT PARTNERS
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300 EAGLE DANCE CIR
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rn
PALM DESERT, CA 92253
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Llc. No.::CONV:140528101254122545
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:
CW -not
' Policy Number: _
certify that in the performance of the work for which this permit is issued, I
shmploy any person in any manner so as to become subject to the workers'
compensation laws of California, and agree that, if I should become subject to the
workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
comply Ivit "those provisions.
�J I
D �T Iia Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THELOST 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 to enter upon the
above -m inti ned property for inspection purposes.
A3tei PV Signature (Applicant or Age -4) ( "
FINANCIAL ' +
.DESCRIPTION. ACCOUNT QTY AMOUNT PAID PAID DATE
BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00
PAID BY METHOD RECEIPT # CHECK # CLTD BY
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA:, $1.00 $0.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
PATIO COVER, STD, OPEN
101-0000-42404
0
$97.17
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
PATIO COVER, STD, OPEN PC
101-0000-42600
0
$95.72
$0.00
PAID BY.
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $192.89 $0.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
SMI - RESIDENTIAL
101-0000-20308
0
$0.79
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.79 $0.00
TOTALS:0•
Description: PGA WEST / 406 SF PATIO COVER AT COMMUNITY POOL
Type: PATIO COVER Subtype: CITY STANDARD/PRE- Status: APPROVED
Applied: S/6/2016 SKH
ENGINEERED - OPEN
Approved: 6/1/2016 JFU
Parcel No'. 775091049 Site Address: 54791 INVERNESS LA QUINTA,CA 92253
Subdivision: TR 22432-1 CM 063/112 SEE ASSR MAP Block: Lot: 3
Issued:
BK 769/43 -
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning:
Finaled:
Valuation: $6,090.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: DURALUM PATIO COVER SYSTEM - (1) 14'X29'(406 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
STAFF NAME
CHRONOLOGY
ACTION DATE COMPLETION DATE
NOTES
NOTE
JAKE FUSON
S/24/2016
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
5/31/2016
.5/31/2016
ADDITIONALLY, THE DESIGN OF THESE STRUCTURES WITH
THE WATER HEATING SYSTEM HAD PREVIOUSLY PASSED A
STRUCTURAL REVIEW 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.
Printed: Thursday, June 02, 2016 11:34:14 AM 1 of 4,
sysrrmS
IJ
PLAN CHECK COMMENTS
FROM CONSULTANT
KAY HENSEL
5/20/2016
5/20/2016
STRUC RFC 5/19/2016
RECEIVED
PLAN CHECK SENT TO
STEPHANIE KHATAMI
5/6/2016
5/10/2016
OUTSIDE PC
PLAN CHECK.SUBMITTAL
STEPHANIE KHATAMI
5/6/2016
5/10/2016
RECEIVED
RESUBMITTAL
STEPHANIE KHATAMI
5/24/2016
5/26/2016
SPOKE WITH STEVE HERTHEL ON A SEPARATE UNRELATED
INSPECTION TODAY, AND NOTIFIED HIM OF THE STRUCTURAL
CORRECTION THE STRUCTURAL CONSULTANT HAD, AND
SITE VISIT
JAKE FUSON
5/24/2016
5/24/2016
THAT THE PLANS WERE READY FOR PICKUP. HE ALSO STATED
THAT HE WISHED TO SET UP A MEETING WITH
PERMITTING/COUNTER STAFF IN HOPES TO SET UP A
SMOOTHER PERMITTING PROCESS FOR THE REMAINING 40
PATIO COVERS THEY INTEND TO BUILD.
TELEPHONE CALL
JAKE FUSON
6/1/2016
6/1/2016
NOTIFIED STEVE HERTHEL THAT PLANS WERE APPROVED AND
PERMIT WAS READY TO ISSUE.
CONDITIONS
CONTACTS
NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL
APPLICANT SUNRISE DESERT PARTNERS 300 EAGLE DANCE CIR PALM DESERT CA 92253
CONTRACTOR SUNRISE DESERT PARTNERS 300 EAGLE DANCE CIR PALM DESERT CA 92253
OWNER SUNRISE DESERT PARTNERS 300 EAGLE DANCE CIR PALM DESERT CA 92253
Printed: Thursday, June 02, 2016 11:34:14 AM 2 of 4
SYSTEMS
BOND INFORMATION
ATTACHMENTS
REVIEWS
REVIEW TYPE
REVIEWER
CLTD
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
BY.
PATIO COVER, STD,
101-0000-42404
0
$97.17
$0.00
EDUE
16
5/24/2016
APPROVED
READY TO ISSUE PENDING STRUCTURAL
OPEN
APPROVAL.
1ST BLDG STR (2
JAKE FUSON
5/6/2016
5/20/2016
PATIO COVER, STD,
101-0000-42600
0
$95.72
$0.00
OPEN PC
2ND BLDG NS (1
JAKE FUSON
5/24/2016
6/1/2016
5/31/2016
APPROVED
WK)
Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $192.89 $0.00
SMI - RESIDENTIAL
101-0000-20308
0
$0.79
$0.00
Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.79 $0.00
TOTALS:•4 00
BOND INFORMATION
ATTACHMENTS
REVIEWS
REVIEW TYPE
REVIEWER
SENT DATE
TE
RETURNED
STATUS
REMARKS
NOTES
SUBDIR
ETRAKIT ENABLED
DOC
5/26/2016
DATE
STRUCTURAL SHOWING
HOW SOLAR WILL BE
ATTACHED TO PATIO
COVER 5-24-16.pdf
STRUCTURAL SHOWING
HOW SOLAR WILL BE
ATTACHED TO PATIO
COVER 5-24-16.pdf
1ST BLDG NS (2 WK)
JAKE FUSON
5/6/2016
EDUE
16
5/24/2016
APPROVED
READY TO ISSUE PENDING STRUCTURAL
APPROVAL.
1ST BLDG STR (2
JAKE FUSON
5/6/2016
5/20/2016
5/20/2016
REVISIONS REQUIRED
SEE CHRONOLOGY NOTES AND BUILDING.FILE
WK)
FOR ADDTIONAL INFORMATION
2ND BLDG NS (1
JAKE FUSON
5/24/2016
6/1/2016
5/31/2016
APPROVED
WK)
BOND INFORMATION
ATTACHMENTS
Attachment Type
CREATED
OWNER
DESCRIPTION
PATHNAME
SUBDIR
ETRAKIT ENABLED
DOC
5/26/2016
STEPHANIE KHATAMI
STRUCTURAL SHOWING
HOW SOLAR WILL BE
ATTACHED TO PATIO
COVER 5-24-16.pdf
STRUCTURAL SHOWING
HOW SOLAR WILL BE
ATTACHED TO PATIO
COVER 5-24-16.pdf
0
Printed: Thursday, June 02, 2016 11:34:14 AM 3 of 4 CJ
SYS7EnAS
Printed:. Thursday, June 02, 2016 11:34:14 AM 4 of 4
SYSTEAAS
ATTACHMENTS
Attachme"n"t Type'
CREATED
OWNER
DESCRIPTION
PATHNAME SUBDIR
ETRAKIT ENABLED
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 11:34:14 AM 4 of 4
SYSTEAAS
R
MLI
Bin #
.0ty of La Quinta
r Building 8t Safety Division
Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
y
Permit #P.O.
�(f -
Project Address t �V' I
Owner's Name:
A. P. Number: `"-Jo"
-Address: 6�L3aCj
Legal Description:
City, ST, Zip: /A ul pq 0A 9AZO
Contractor: 4 A -�
P F
S S
Tele hone•
P 7
�'7 'l
Address: a D
C.0 S
Project Description:
City, ST, Zip:
iilr'.e
Telephone: 7
51
r air
� r �c� Z
-
State Lic. # :
City Lic. #;
U.
Arch., Engr., Designer.T6Melf
Y- '
Address:'533 % -4
City,
City, ST, Zipglq� C mmJd, l 4 1%%
Telephone: 9S T//i � 1 d
Con structi n
Type: e: Occupancy:
•
Lic. #
Project hPa circ
le one): Add'n Alter Repair.
Demo
Name of Contact Person: STIC 9E-
_L
Sq. FL:
# Stories: (
# Units:
Telephone # of Contact Person:
9 - fSa6
Estimated Value of Project:
APPLICANT-. DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'd
TRACKING
PERMITTEES
Plau Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
y
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'd Review, ready for'corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
Review, ready for correctionstissue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
•
w
H
Total Permit Fees
P.O: BOX 1504
LA QUINTA, CALIFORNIA 9,2247=.1504
BUILDING 86 SAFETY DEPARTMENT
78-495 CALLS TAMPICO
L-A QUINTA, CALIFORNIA 92253
(760)777-7012
FAX (760) 777-7011
PROPERTY OW'NER'S PACKAGE
Disclosures &. Forms for Owner -Builders Applying for Construction Permits
IMPORTANT1 NOTICE TO PROPERTY OWNER
Dear Property Owner. '
An application for a buildia t s bCen ah e
iurprovements•ypecified at in yourame listin �Ca�ionftrnm
' b de f the .property
We are providing trtlder Acknovri
P utg you with an O �- .
responsibilities and possible risk You maent and Information Ver.rnake y u aware of your
Yy incur by having this Permit issued in your Heine as .the
Owner -Builder. We will not issue a buitding.per arrt until you hiive read, initialed your andersfanding of each provision,
signed, and retained this form tows at our offcral address indicated. Ari agent Of the owner cannot execute this notice
unless yoti, the property owner, obtain the prior approval of the permitting authority.
,.....-1, i •ru.�, vrtu�lt+A1TON OF•INFORMATION
CTIONS: Read and initial each statement below to signify you understand or" ve>ih, this infotion.
1. I understand a frequent practice of unlicensed persons is to have the ro
d g permit that erroneously implies that the
.Property P. Pem' owner obtain an `Owner -Builder"
an Owner -Builder, may be held liable and subject tosetyrious 5 is providing his or her own labor and material persomlly. I, as
and his or here to nancial risk for any injuries sustained by an unlicensed person
01u Yect while n didng B ld property,, My hoiiieowner's msivance may not provide coverage. for those
injuries. l am willfully acting as an Owtter-Builder aril am aware of the limits of my insurance coverage for injuries to workers
tif
y property.
2. I understand building permits are not
raction and are not T to be .signed by .property owners unless They are responsible for the
hiring a licensed Contractor to assume this
responsibility.
3. I understand as an "Owner -Builder.'. I am the responsible party of record.on the
from potential financial risk by hiring. A licensed j . On a, Par
d Ila permit I understand that I may protect
wn ving the,petmit filed in'his or her name instead of my
4. I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on
is and contracts.
5. I understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value
construction is at least five hundred dollars ($500), including labor and iriaterials, I may. be considered an "employer"
der state and federal law,
6. I understand if I am considered an "entployer" under state and federal law ; -I must register with the state and federal
ve ent, withhold payroll taxes, :provide workers' compensah6ri disability insurance, sild co
compensation for each "employee:" I also understand my failure to-abid- by these laws:may 'subject me to serious financial
6mres
ntribute to tap Yment
I understand under California Contractors' State License Law, an cannot Iegally build them with the intent to offer them. orOsae unless all work is per�fotriidby licensed
subcontractors and the number of structures does not -exceed four within an
under contract with a licensed general building Y cicndar Yom, or 'all of the work is
Performed
8. 1 understand as an Owner -
Builder if I sell the property for which* permit is issued, I may be held liable for an
tial or personal injuries by any iubsequtni 6 thit y
At-a-rki'manship or materials. from, Any latent construction 'defects 'in the
9. 1 understand I may obtain more information regarding my'obligations as an "empl6yei" from Ae ce, the United States Smallthe Internal Revenue
-Business Administration, the CaliforniatilifDepartment of Be:hefit.PiY*nts,,Afid the California
Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CSLB) at I
21-CSLB (2752) or Www.cs1b.ca.gov for more information about licensed contractors.
0. 1 am aware of and consent to an Owner -Builder building permit applied for in Ty name and understand that I I am the
legally, andially *es*po He f - 6 ed ','constrtiction- th
At Ie following' address:
fis�'
ThV
ZI
�e -that, as the Party legally and fmancially.responsible, for this proposed construction onstruction activity, I will'abide by all
s and requirement$ that govem Owner-Buildem as.well as eniployets.
P12. 1 agree to. notify the issuer of this form immediately of any additions, deletidns, or change, s toAny Of the information I
veverovided-on this form Licensed contractors ate regulated by la
ws designed to protect the public.* If you contract with
someone who does not have a license, the Co --be
Contractors' State License Board way uilable.t6 As'slst you with any financial loss
YOU May sustain as a result of a complaint. Your only,rem'ed
,Y, against uulicensed:Contractd�s may be in civil
important for you to :understand that if ulili- - --ed vil, court It is alio
an ccns -r�bni�icio�r'o�r"en,3pl6yed'ofthat in&viddal or
firm is injured while working
On Your Property, You may be held 'liable for es.- you 'a- OWn6r.7Builder and. wish y fb'darnag- If permit as
s to hire Contra
you will be responsible for verifying wheiher lormbt-thoie '.C,6ntra aie pro�r!� ficen�� CIO -31
Contractors d imailie s of their workers.
compensation insurance coverage. status
11'efore a.building permit ca issuing
be issued, this form must be completed and signed by the pr'* owner
the agency responsible for issuing the-pe'rifift. Note A. 6-�p' ih " I Operty. and. returned to
�i Mverli license, , .
other ver#%cadon a Wig eprdpeny4o forn, -no 1�, or
ccep e"" is reqqu&red-.zo� be presented le p ted mhen,& it is i§sued fjerih the p
owner's signature. e Pexift.
roperty
Signature of property owne
D A td: S& b
Note: The following Authorization Form is required to be completed by the property owner only when designating
an agent of the property owner to apply foraconstruction permit for -the Owner -Builder.
v11 KAX'k— — ... i 131;11 A1:1+
Excluding 6 j
e Noice -to Noperty.0 It execution of which-Tundetsta
ollo.. ti bd is my P�rSbnal responsibility; I heieby'authorize
the wing person(s) to act as my A
Permif for my proj" gents) to apply for, sign;- and -Me. the documents necessary,to- obtain in Owner -Wilde,
ect.
Scope
Of Construction Project (or Description of Work):
Project Location or Address:
Name of Authorized Agent: Tel
NO.-
Address Of Authorized Age&.
I declare under penalty.of perjury that, I am.thp propetty Owner
information an for the• address listed above and I Personally filled out the above
d certify its
accuracof
acceptable to the agency tow;uer's drivers license form notarization; or othervedficafio*n
cY is r e. resen nthe: ZT`I' �verify prqjwi� owner j signature;
_Per?n1t ,JS;su'e'dJo r
re.
Property Owner's Signator
Date:.
`� • r
i v
PA
PA
} r
• ITY OF LA QUINTA
BUILDING & SAFETY DEPT. '
=APPROVE®
FOR CONSTRUCTION ,
DATE
:BY
' °s :•
AlA
Ie} x 21f 1
r
• w , r Pool 23 B.
CD
T T
. .......... . �'.
YXY STEEL POST
IN 33" CUBED FOOTING
SELF TAPPING x8" HEADER
SHEET METAL SCREW
3*x3* STEEL POST
!AFTER TAILS @ 2' O.C. TOP VIEW
GUTTER DRILL 9" ACCESS HOLE
FOR SMS TO ATTAC
HEADER TO POST
x L POST
ROUND COLUMNS
,---8" COLUMN
T 3 -X3 -7S
EI
L
P
0.18WWATHICKNESS
P,."g
SECTION VIEW
F
GRADE
3*X3* STEEL POST INSERTED
CA--
11' MIN. INTO ll*xll* FOOTING
3 Pg. 10 of 49 G)
POST/FOOTING
DETAIL
CORBEL' T RAFTER 0
TAILS 2 " O.C. 2 FASTENERS PER FOOT
RONT FASCIA MINIMUM (#14 SMS) PER
TABLE #2 Pg. 4 of 49
RAIN GUTTER
_ 2.5" TALL X 14' LONG X 6"
WIDE INTERLOCKING PANS
L
3"x8" DOUBLE
DRILL" ACCESS HOLE ; HEADERS
FOR SMS TO ATTACH I -L3"x3" STEEL POST
HEADER TO POST
�. 1 1 8" COLUMNS
i{
If
HEADER/GUTTER
DETAIL
6" FLAT PAN ROOF
@ .032" MIN.
2 GUTTER PIECES COME
TOGETHER OVER SPLICE.
COSMETIC ONLY — WILL NOT
AFFECT STRUCTURE'S RIGIDITY
OR INTEGRITY
SCREW AT UPPER
RIDGE PREVENTS
SLIDING AFTER INSTALL
CAULKING BETWEEN GUTTER
AND SPLICE WILL PREVENT ALUMINUM SPLICE PIECE
LEAKS AT SPLICE LOCATION SLIDES INSIDE GUTTER TO
JOIN 2 PIECES TOGETHER
GUTTER SPLICE
DETAIL
2"X6" SIDE FASCIA
4 SMS
FORM
HANGER
SECTION VIEW AT SIDE FASCIA
TECHNICAL. INFORMATION AND SPECIFICATIONS
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 took; 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 -
EL 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 tc the pool to repeat
the cycle until your pool has
been wormed by the sun.
C
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
-4,
Enjoy Year -Round Leisure Living,
HC -204 10/2011
rte' 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.
Contractor: PGA West
5roject : es
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" 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
Total:
3993
``
27.00
Remarks
Reported by Superior Ready Mix L.P.
Approval by:
Date : 01/01/2015
Date
GENERAL NOTES:
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
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 psl. (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 I
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.
1. TABULATED SPANS FOR SNOW LOADS HAVE BEEN ADJUSTED FOR ROOF APPLICATIONS.
DRAWING NOTES: 2. BASIC WIND SPEEDS: 110, 120,130 MPH, EXPOSURES B AND C. WIND SPEED CONVERSION TABLE:
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, 3. OCCUPANCY CLASSIFICATION AND RISK CATEGORY : II, 11.
ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. % 4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER. ,
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE 5. SEISMIC DESIGN PARAMETERS:
MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. SITE CLASS: D
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE SEISMIC DESIGN CATEGORY: D
NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE MAPPED SPECTRAL RESPONSE COEFFICIENTS: S5= 1.50, S,= 0.6, S 5= 1.0, So,= 0.50
AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, RESPONSE MODIFICATION FACTOR, R:1.25
TECHNIQUES, SEQUENCES AND PROCEDURES. 6. DESIGN ASSUMPTIONS:
5. THE.APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE A. BUILDING HEIGHT OF MAIN STRUCTURE (MEAN ROOF HEIGHT): 20'
AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE B. LEAST -BUILDING WIDTH OF MAIN STRUCURE: 30'
SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED C. MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING: 10 X 10
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:
Y 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.
A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION:
EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY
THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-LISTED
EVALUATION REPORT. AT A MINIMUM, SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE
FOLLOWING INFORMATION FROM THIS EVALUATION REPORT:
A. TITLE SHEET AND GENERAL NOTES.
B. STRUCTURAL CONFIGURATION (i.e.. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED).
C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL SPAN
-TABLES.
D. TYPE OF HEADER, POST TYPE & QUANTITY, FOOTING SIZE (WHERE REQUIRED) BASED ON THE
SITE-SPECIFIC DESIGN LOADS.
E. APPROPRIATE STRUCTURAL DETAILS.
F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING
JURISDICTION.
f SHEET INDEX:
x
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 flq ADDRESS:
WIND SPEED & EXPOSURE:
ROOF / SNOW LOAD:
, I SHEET # SHEET TITLE / DESC n"wTA
U OF �A
T-1 ........... TITLE SHEET, DESI N sD &a�� DEPT..
1 ............SOLID PANEL STRU C'.PPROVED W Q;
2 ............OPEN LATTICE STIR A
3-4 .........PANEL SPANS TRI -V W-PA}vMGE;0�1��1a�%CTION b N
5 ...:........MINIMUM FASTENE p�� �"
6 ............RAFTER SPANS FOR 0 1 w�IERCI PATIO L
7 ............HEADER BEAM TYPE >-
8 ............EXISTING EAVE CON DETAILS � Z
9 ............HANGER CHANNELS AND MOUNTING BRACKETS V
10 ..........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAM
11 ...........LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS V
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
148 ...........SNOW DRIFT DESIGN
49 ...........SPAN REDUCTION FACTOR TABLES
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-
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6
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ALUM. ALLOY
6063-T6
W/ (2) "C" INSERTS
fl ALUM. ALLOY
6063-T6
NOTE:
WHERE'C' SPLICE OCCURS AS SHOWN IN
SPAN TABLES, IT SHALL BE INSTALLED THE
FULL LENGTH OF THE 7' I -BEAM.
DBL.2"x6.5"x0.042"
ALUM, ALLOY3004-H36
OR EQUAL
F --3.0"-F-- 4.0'
MAX.
DBL. 3"x8"x0.042" BEAM
L ALUM- ALLOY 3004-H36
OR EQUAL
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
EXPOSURE B
FIGURE INDICATES
EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
FOOTNOTES TO ALL SPAN TABLES:
1 FOOTING SHOWN REP
GUTTER
EXT, CLIP
SPLICE 1
WHERE
OCCURS -� I
4.0" I 4
2
0.065"
TYP
I- • 4.00"
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TYP.
!-- 2.0" -I--MAX.
DBL.2"x6.5"x0.032"
ALUM. ALLOY 3004-H36
OR EQUAL
1 14 GA.
7.875- ASTM
A653 SS
GRADE
50 G60
0.625"
1---2.875"-1
3"x8x0.042" BEAM
�A'TM
GA. STL- INSERT A653 SS GRADE 50 G60
3"x8" x0.042" BEAM
N W/ 12 GA. STL. INSERT
ASTM A653 SS GRADE 50 G60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS
OCCUR AS SHOWN IN THE SPAN TABLES.
THEY SHALL BE INSTALLED THE FULL LENGTH
OF THE 3'x8' BEAM.
RESENTS LENGTH OF 2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB
EACH SIDE AND DEPTH OF CUBED FOOTING, SEE SHEET 10. SHALL BE THE SMALLER OF THE MAXIMUM SPACING .
WHERE SLAB OCCURS, CUBED FOOTING SIZE SHOWN IN THIS COLUMN OR THE MAXIMUM POST
MAY BE REDUCED BY 6" FOR FREESTANDING ONLY. SPACING SHOWN FOR THE SELECTED BEAM.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED COVERS
3" SQ.4.032" ALUM. BEAM
.W/ 12 GA. STL, "U" CHANNEL
E ASTM A653 SS
GRADE 50 G60
LTyp
F _3.0---I
� 3"x8"x0.042" BEAM
/ �\ 1 ALUM. ALLOY 3004-H36
OR EQUAL
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MAX. 3.0"--I .
DBL. 3x8"x0.042" BEAM
W/ DBL. 14 GA. STL. INSERT
��J ASTM A653 SS GRADE 50 660
DBL. 3x8"4.042" BEAM
W/ DBL. 12 GA. STL. INSERT
ASTM A653 SS GRADE 50 G60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS
SHOWN IN THE SPAN.TABLES, THEY SHALL BE INSTALLED
THE FULL LENGTH OF THE 3'x8" BEAM.
3. THE SLAB SHALL BEA MINIMUM 10'-0" WIDE BY THE
MAXIMUM COLUMN SPACING MEASURED AT THE
COLUMN AND SHALL NOT CONTAIN ANY CRACKING.
THE DISTANCE FROM COLUMN TO SLAB EDGE SHALL BE
9 114" MINIMUM.
ATTACHED & FREESTANDING SOLID COVERS
30 PSF SNOW LOAD - 110,120,1:30 MPI -i - EXP B & C
A 6.5" ROLLFORM
C
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E ASTM A653 SS
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LTyp
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/ �\ 1 ALUM. ALLOY 3004-H36
OR EQUAL
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MAX. 3.0"--I .
DBL. 3x8"x0.042" BEAM
W/ DBL. 14 GA. STL. INSERT
��J ASTM A653 SS GRADE 50 660
DBL. 3x8"4.042" BEAM
W/ DBL. 12 GA. STL. INSERT
ASTM A653 SS GRADE 50 G60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS
SHOWN IN THE SPAN.TABLES, THEY SHALL BE INSTALLED
THE FULL LENGTH OF THE 3'x8" BEAM.
3. THE SLAB SHALL BEA MINIMUM 10'-0" WIDE BY THE
MAXIMUM COLUMN SPACING MEASURED AT THE
COLUMN AND SHALL NOT CONTAIN ANY CRACKING.
THE DISTANCE FROM COLUMN TO SLAB EDGE SHALL BE
9 114" MINIMUM.
ATTACHED & FREESTANDING SOLID COVERS
30 PSF SNOW LOAD - 110,120,1:30 MPI -i - EXP B & C
A 6.5" ROLLFORM
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8'-4"
6
7' 11 17
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8' 4"__.__ 29
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8'-9"
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8'-7"
19
8'-9"
28
8'-4"
6'
7'-11"
17
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8'-4"
29
G
6'
7'-10"
20
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7'-6"
7'
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18
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ir
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6'-9"
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9'
6'-6"
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9'
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8'-8" 18
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8'-4" 20
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10' 6'-2" 20
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3
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14' , 19
15'-1" 31
16'-6" 20
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16'-6" 32
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23' 22,-8" 334
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16'-6" 22
16'-1" 31
21' 2" 24
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15'-4" 31
14'-3" 21
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19' 4" 22
19' 4" 35
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14'1#" 32 G
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' 22
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14'-0" 33
18'-0" 22
18'-0" 35
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19'-8" 24
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119'-8" 36
7
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18'-0" 26
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12'-1" 22
12'-6" 32
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13' 1" 34
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18' 4'8'-0" 337
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10'-7" 20
12' 7" 33
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11'-4" 21
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1 T-417 228
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1 T-4"7,-0" 337
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16'-6" 38
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10'
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11' 3" 34
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10'-2" 21
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10'-9" 34
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11'-9"
11'-9" 25
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11'-6" 34
15'-1" 27
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16'-6" 28
16'-1" 38
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10'
8'-11" 23
11'-0" 34
10'-2"
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4'-4" 24
14' 4'4' 337
15'-915'-9" 229
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E 10'-6" 34
9'-8" 24
10'-0" 34
11'-2" 25
10'-910.-9" 226
10'-910:-6" 365
13'-9'3'-9" 228
13'-9" 38
K
15'-1" 26
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14'-8" 39
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14'-3"' 21
14'-10" 31
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23'-2" 25
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FOR SIZE
3 1/2" MIN. SEE FOOTING
IN BEAM SPAN TA13LE SOUAIII'
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0
101
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ALUM 'IT" BRACKET OC
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0-08 POSTS TO CONC. FOOTING
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TABLE 1
TABLE
A T
ATTACHED ONLY
ATTACHED AND
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00 IN
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FREESTANDING
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ALTERNATE FTG.
N
SINGLE
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FOOTING SIZE EMBED
M E D
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20'
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35' SQ. 25"
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30"
0" 39" SO. 28"
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32" 43" SQ. 30"
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34" 47** SO. � 32'
40- - 42- CUBED (2)
FROM END
36" 51" SQ.. 34"
Q
NOTE BOLTS SMALL BE SIMPSON STRONC.H01 1 :1 f;
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381, 55" SQ. 37'
37.
73
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q"
GO** so. 39"
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.157"
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1.75"
STEEL POSTS
5.50"
q 2- 5/16"0 HOLES
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Z2 FLANGES —2 - .5" 2.1/8" APART -
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4" WIDE FOR 4" POST
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TYP. EA. SIDE
2.0"
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JINSTALL 1%" x 1Y2" x Y8" HDG 25" F
[WASHER PLATE AT ANCHORS
.157"
TYP.
1.75"
STEEL POSTS
5.50"
q 2- 5/16"0 HOLES
NOTE: CONCRETE ANCHORS ARE SHOWN IN TAB . LE 1.
Z2 FLANGES —2 - .5" 2.1/8" APART -
STEEL 'IT" BRACKET ( D
BASE FLARES
TO 3"WIDE EA.
SIDE OF FLANGES.
FOR 3" POST,
4" WIDE FOR 4" POST
1-7/16"0 HOLE
& 2-3/8" HOLES
TYP. EA. SIDE
(3)-3/4"0 E
FOR POST TYPE F, G. H. I
3" OR 4" SQ.
INSERT
5" x 0,188"
ASTM A500
GRADE B
STEEL
(4)- SS316 3/4"0 STRONG -BOLT 2 SS
STEEL PER ]CC -ES ESR -3037
(4 3/4" EMBEDMENT DEPTH)
INSERT To
BASE PLATE .1 -3116-
POST
INSERT
9" SQ. X 5/8" THK
THK BASE PLATE
(ASTM A500 GRADE 8 STEEL)
1 6 Y2' i Y.
WELDED-STEEL BASE PLATE @
ALTERNATE FREESTANDING
BASE PLATE ANCHOR
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FOOTING
SCHEDULE IN BEAM
SPAN TABLES
SQUARE
SQUARE POST EMBED.
I
FOOTING
(3)-3/4"0 E
FOR POST TYPE F, G. H. I
3" OR 4" SQ.
INSERT
5" x 0,188"
ASTM A500
GRADE B
STEEL
(4)- SS316 3/4"0 STRONG -BOLT 2 SS
STEEL PER ]CC -ES ESR -3037
(4 3/4" EMBEDMENT DEPTH)
INSERT To
BASE PLATE .1 -3116-
POST
INSERT
9" SQ. X 5/8" THK
THK BASE PLATE
(ASTM A500 GRADE 8 STEEL)
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WELDED-STEEL BASE PLATE @
ALTERNATE FREESTANDING
BASE PLATE ANCHOR
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ALUM. 3004-H36
0Ir
FASTENERS
ri SHEET 8
SEE TABLE 3
HANGER CHANNELS AND MOUNTING BRACKETS
FASTENERS. ----x
SEE TABLE 3 SHEET 8�300" .f178
633"
.25"R /.05'
FASTENERS,
SEE SHEET 0
.200 5"
J
Q CONTINUOUS A- RAIL
ROOF PANEL (WHERE OCCURS)
FASTENERS, WALUM.ALLOY
SEE SHEET 4 1 6063-T6
�� 1.75" ALUM.ALLOY.
6063-T6
OAROLLFORMED OEXTRUDED HANGER / CONNECTION
HANGER
NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf
MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED
AT ROOF LOADS EXCEEDING 30 psf. 10# L.L. (2)#14 SMS EA. SIDE
(3)Y2"O LAG SCREWS* 11/2 20#,25#,30# L.L.=(3)914 SMS EA_ SIDE
#14 SDS, 40#,50#L.L.=(4)#14 SMS EA. SIDE
3 PER SIDE , I'_FI
J �.
f
� 3"
U) 3"
� + 3nx8u ALUM.
T HEADER
!1J
(E) STUCCO 3"x8" ALUM.
12 Y:" RAFTER
PENETRATION BRACKET
NOTE: LENGTH OF LAG SCREW SHALL PROVIDE
THREADED PORTION OF SHANK COMPLETE
PENETRATION INTO EXISTING CORNER STUD.
HEADER BRACKET (2 )
1 1/2" OR 2"LA17ICE #8 S.M.S.
ALTERNATE 1/2" DOUBLE RAFTER -
BOLT CONNECTION ` PLAN 2
ALTERNATE:
4414 S.M.S. EACH
RAFTER TO COL.
CONNECT. (8 -TOT.)
Ir
T
4.5" 07 s"
Tr
3"x 3"STL.POST (24"j I ° .I y.• ALTERNATE:
INSEP,T ATTACHED OR _(2)-2x6.5" OR
3"x 3"STL.POST COLUMN I ( (20"x8"HEADER
FOR FREESTANDING
(2}1/2"BOLT
- 2"x E.5" SIDEPLATE
DBL. RAFTER / DBL. HEADER CONN. '.
\F--
—�3/4" OR 1 1/2"
I 2" x 6 1/2" OR
5" MIN. 3" x 8" ALUM.
RAFTER
3/4" OR 1 1/2"
U-BRACKETXISTING WOOD STUD FRAMING
STUCCO
2 EACH 114"0 x 3-1/2" LAG SCREWS L.L.=10 psf '
2 EACH 1/2"0 x 3-1/2" LAG SCREWS L.L.=20, 25 and 30 psf
2 EACH 518"0 x 3-1/2" LAG SCREWS L.L.=40 and 50 psf
(2" MIN. PENETRATION INTO EXISTING WOOD STUD)
NOTE: USE LEDGER WHERE RAFTER SPACING
EXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 8.
RAFTER TO STUD WALL CONNECTION
#8 S.M.S. EACH SIDE I
— LATTICE 1 1/2" OR 2"
2"x6.5" OR 3"x8" RAFTER
ALTERNATE: 1/2" BOLT
ALTERNATE:
(2)- #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION
O l (4 -TOTAL)
ALTERNATE:
" (2)- 2x6.5" OR (2)-3"x8" HEADER
- ALTERNATE:
3"x3"x0.024"-/ (1) - 1/2" BOLT OR
CON14ECTOR (21-#14 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN.
OC I.R. HANGER
16 SCREWS
PER SIDE
3.5"
3.5"
❑1 OR ❑2
SEE NOTES
BELOW
#14 SMS EA. SIDE
TOP, MID HEIGHT
AND BOTTOM.
7
ALUM.ALLOY
6063-T6
"H" BRACKET
jBEAM SPLICE TO
L OCCUR DIRECTLY OVER 5/8" O PLASTIC
POST. NOT PERMITTED PLUG WHERE
2 -POST UNITS cr-oC,Ai is wczinl=
I
5" #14 SMS MAY
T- -- - - BE USE AS
3.5" BE
TO
1/4"0 BOLTS
3.5"
-----
-- 8" BEAM
.5
6 1/2" SIDEPLATE EA.
SIDE SEE POST.SCHED
3"SQ. POST BETWEEN SIDE PLATES
SEE LATERAL FOR('E RESISTING SYSTEM, SHEET 11
BEAM TO POST -CONNECTION (, 8
FASTENERS,
2.740" 1
SEE TABLE 3, SHEET 4
I
WOOD FILL OR
I
T=.060" J
SHEATHING
�'
FASTENERS
OP" DBL. 2"x6.5"x0.032"/0.042" BE
O
IN
O
SEE TABLE 3 SHEET 8
(NEW OR EXISTING)
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FASTENERS,
.7 1,885_" SEE TABLE 3, SHEET 4
ALUM.ALLOY
6063-T6
OC I.R. HANGER
16 SCREWS
PER SIDE
3.5"
3.5"
❑1 OR ❑2
SEE NOTES
BELOW
#14 SMS EA. SIDE
TOP, MID HEIGHT
AND BOTTOM.
7
ALUM.ALLOY
6063-T6
"H" BRACKET
jBEAM SPLICE TO
L OCCUR DIRECTLY OVER 5/8" O PLASTIC
POST. NOT PERMITTED PLUG WHERE
2 -POST UNITS cr-oC,Ai is wczinl=
I
5" #14 SMS MAY
T- -- - - BE USE AS
3.5" BE
TO
1/4"0 BOLTS
3.5"
-----
-- 8" BEAM
.5
6 1/2" SIDEPLATE EA.
SIDE SEE POST.SCHED
3"SQ. POST BETWEEN SIDE PLATES
SEE LATERAL FOR('E RESISTING SYSTEM, SHEET 11
BEAM TO POST -CONNECTION (, 8
EXIST. STUCCO / LEDGER 6';
ATTACHMENT DETAIL —J
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SHEET 8
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INSTALL 6 - #14 X 3/"
LONG SDS @ EACH
3" SO. POST HEADER TO COLUMN
.\
EXISTING
(12 FASTENERS PER
L
�—
1" STUCCO OR EOUAL
CONNECTION)
2.5" PENE. INTO
EACH WOOD STUD
EXIST. STUCCO / LEDGER 6';
ATTACHMENT DETAIL —J
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NOTE: WHERE COVER CONSTRUCTION INCLUDES DESIGN
A:In i NAMING AN(,;LL DETAIL A OR B. SITE-SPECIFIC ENGINEERING IS ffo) WALL I COVER I (('' 3/1(1 GTGEI. NOTE BRAC:KI-'I ::AN 11( 1 O(:n'i 1 1
SFF IAHLE 2 LOADS I OPENING PROJECTION (f•• ;m -o IIO(_f_S 'IYP ANYWHERE ON f:AVr
REQUIRED TO VERIFY ADEQUACY OF THE EXISTING - - 0
FASTIzNI-'RS. SEE I ABI_F 3 STUD WALL FRAMING WHERE ONE OR MORE OF THE 10. 20 psi U tl I NOTE. PROVIDE WATER
FOLLOWING CONDITIONS OCCUR: 30, no S SU psl > 6 I , 14• `l.� U 1'YFI BRACKET PROTECTION,. METAL FLASHING
R.F. OR EXT HANGER •, \ J / AT EVERY 2x CAUCY. JOINTS AND SLOPE
CHANNEL. 2X OR3X �\ = --- -' }� 8/O j TO DRAIN (DPI ZONAL)
RAFTER. BRACKET - � EXISTING EAVE ALLOWABLE PROJ. TO BEAM
i I LEDGER OR WALL HANGER j_� SEE TAI''31 1
• DVI: I IANC
WITH FASTENERS
1 1/4" (24
"MAY.) f,cORr.nlrur,ItR '
• PER TABLES 3 8 4 -� "' �' -r
ALUM. PANEL 2Y. OR EXIST. RAFTERS Al 1\ I 2x WOOD STUD OR
I"
,lz Al_l1M RAFTER L_1.. CONCRETE WALT_ 1:7 ' RAFTER\ 24" O C nl'RQOf "EXIST FASCIA BOARD -• • .OVERI IANG j • 1; (3).114x:1 1ITWS2X F{ILL DEPTH 3Y� ALLOWABLE PROJ.XISTING EAVE WOOD SCnI,
TO BEAM OVERI IANG M_IN, v
SEE TABLE 1 (24" MAX.) I I WHERE OCCURS, _._. .
.SEE TABLE 2 I I NOTE PI.ACF "9IKA FLEX" Olt SIMII.AI't
f,
MAT[
'rtw Rf I WFFN B(tACKGf ANO COMP NOf( IINACKf. 1 MAYitf
b
EAVE CONNECTION '19' SHINGi ROOFING TO PROVIDE SEAL MC11.1N,rcii LICLOW RAfl I R
�'
(A 1 WALL CONNECTION W/C1AMIf CONNF CTION•S
f: Xll;TING 1'!001 UVFI761ANt; DESIGN I OAl)S B
-' NO'I'I•. WAIJ LEDGER IS NOMINAL 'LUMBER %-.PIAT 2-x6 Y>'- /C- A\ LTERNATE EAVE CONNECTION
It" `3 ll^f (MIN( Ir)11 pa IMAX) RI I = %0, 1S, :10, nU, f. 'i11 p�:I MINIMUM RAI- rFRS), NOMINAL 7.'x!1• (AT :I'xA' MINIMUM HAFTERS) l
f-XI'i'I'ING RAI-ffR AI I OWAIII.F IIFNOIN(; f;TRr..S:: I. :%1111 p•;1 OR KILN -DRY WOOD -FILLED •2'x6 Yj OR 3•x11' ALUMINUM SE C1?.I � NOIf-. ILII;, D( -I All IS LIMITFD TO RI:;;10F..W., IN;iIAI I.AI I()1•I:;i
WITH A 1B psl MAXIMI IM DESIGN LOAD
TABLE 1 TABLE 2
TYPE AND NUMBER OF FASTENERS REQUIRED AT ROOF PANEL
EXISTING OR RAFTER CONNECTED TO EXISTING ROOF OVERHANG
-�
MAXIMUM PROJECTION
_ - r FRAMING MEMBER (A) - SIMPSON A34 FRAMING ANCHOR USING SD9112 SCREWS
WIND SPEED (B) - (2) SIMPSON A34 FRAMING ANCHORS, EACH SIDE, USING SD9112_ SCREWS WITH 2x FULL DEPTH WOOD SCAB
COVER AT ROOF _ (MPH) AND EXPOSURE
LUSL OVERHANG 110,B 110,C 120, B 12.0, C 130, B 130, C !! ENCS F RAFTER
2" x 4" FULL 26'-U" 26' 0" 26' 0" 25' 2_" 25' 4" 20'-7" 10 PSFLL.L.TI.(O 20 PSF L.L.25 PSF S.L. 30 PSF S.L. 40 PSF S.L. P
.... _._..-'------..—...... _ ..----'-----....... Q= ---------- _ _ SO SF S.L.
l %,-! j 2" x 6" NOTCHED 26'-0" 26'-0" 26' 0" 25' 7" 25' 4" 21'-2" o IND SP�CD WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED
_ 2"x6" FULL OR I —`--- "- -- ( XP B 8 C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B 8 C) (EXP. B & C)
:. __
26'-0" 26'-0" 26'-0' ' 26'-0" 26'-0" 26'-0" I— _ ..__..-'_ _ _ _ _
2"x8" NOTCHED
110 120 130 110 1120 130 110 120 13U 110 120 130 110 120 i 130 110 120 130
2"x8" FULL OR j - � � -- ---_-
26'-0" 26'-0" 26'-0„ 126'-0" 26'-0" 1 26' 0„ 5' (A) (A) i (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) A A A
2"x10" NOTCHED _ _ ( ) ( ) ( ) (A) (A)
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"
— --- - -
-r126-0"- T (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B)
2" x 6" NOTCHED 26'-0" 26'-0" 26' 0" 26'-0"
20 2„x6' FULL OR --- - 8' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B)
2"x8" NOTCHED 0” 26'-0" 26'-0" 26'-0" 26'-0"
2 1OR
9' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B)
2"x8" FULL CH 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
Jj.�•;.. \ �; ; 2"x10" NOTCHED () ( )
() ()
2" x 4" FULL 26'-0" 26-0" 26-0" 25'-2" 25'4" 20'-7" 11 (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B)
2" x 6" NOTCHED 26'-0" 26'-0" 26-0" 26'-0" 26-0" 26-0" 12 (A) (A) (A) (A) I (A) (Al (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" 26'4" 264" TABLE 3 C TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER
2"x8" FULL OR AND ROOF PANEL RAIL TO FASCIA
2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26' 0" OR LEDGER TO EXISTING WOOD STUD WALL FRAMING
go 2" x 4" FULL 16-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" (C) • (2) %" DIAMETER LAG SCEWS
x 6" NOTCHED- --' 10" 10=10" g'_2" - -_ 'Y - SCREW
0
�LL I`1i� 30 2"x6" FULL OR10'-10"I 1....-- -'--- _ — /n DIAMETER LAG SCREW
9' 3•� (D) • p" DIAMETCft LAG
2"x8" NOTCHED 26-0" 26'-0" 26-0" 26'-0" 26'-0" 26-0" --__
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.
26'-0" 26'-0" 26'-0" 26'-0 26'-0" 26'-0"
~ WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED
2"x10" NOTCHED
�o
2" x 4" FULL 1 1'-7" 11'-7" 1 V-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)
It
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
•' ' 2"x6" FULL OR
40 2"x8" NOTCHED 19'-6" 119'-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)
�. 2"x8" FULL OR
6' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D)
��` 26'-0" 26'-0" 26' 0" 26'-0" 126'-0" 26'-0" T
r: e: =o`:: 2'x10" NOTCHED (C) C C
( ) ( ) (C) (C) (C) (C) (C) I (C) I(D) (D)(D) (D) (D) (D) (D) (D) (D)
2" x 4" FULL 8'-11" 8'-11" 8'-11" 8'-11" 8'-11" 8'-11" 8' (C) (C) (C) (C) (C) (C) (D) I (D) I (D) I (D) I (D) (D) (D) I (D) (D)(E) (E) (E)
2" x 6" NOTCHED 12-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 9' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (E) (E) (E)
x6
(� 50 2"" FULL OR (D) (D) (D) (D)(D)
2"x8" NOTCHED
15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 15-3" 10 (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E)
"
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" 12'- (C) (C
(C)
T111nkPadlDuralum\IAPM001951521-14 Submitta115-21.14 A 5.dwg, 8272011 11:45:12 AM. CutePOF Writer,
v
TABLE 4 a,b ANCHORS INSTALLED
INTO CONCRETE WALLS
o
WITH 6 -INCH MIN.THICKNESS
=
N
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COVER NUMBER AND TYPE
o
LL/SL _ OF FASTENERS
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03
10 )> O SIM( SON $THONG -BOLT 2 SS
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AT 46.O.C. (a.b)
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FOOTNOTES TO TABLES 3 8,.4:O
w ='
v~iQo
a. EMBED ANCHOR 3" MINIMUM INTO
N O N
w
CONCRETE WALL AND INSTALL IN
w a. <
ACCORDANCE WITH ESR -3037
L) J a
b. USE 3" SO.xY4" STAINLESS STEEL
WASHER WHEN INSTALLING NEW
a o m m
WOOD LEDGER AGAINST EXISTING
CONCRETE WALL.
c. WHERE ROOF PANEL RAIL OCCURS,
USE Y2" DIAMETER LAG SCREW IN
__
c = }
LIEU OF (2) Y4" DIAMETER LAG
-om
Z � z W
SCREWS.
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74 A
6.5" ROLLFORM
A GUTTER FASCIA
ALUM.ALLOY
3004-H36
SPLICE I n�i min
WHERE I II
,CCURS II it
yl II
0.075" II
T�'p II II
I I�
LL
B MAG BEAM
ALUM.ALLOY
6063-T6
0.042'/ 6.5"
0.032"
Trp.
�2.0"J
:I DBL.2"x6.5"x0.042"
ALUM. ALLOY 3004-H36
OR EQUAL
JLUM. AL
DBL.2"x6.5"x0.032"
ALOY 3004 H36
OR EQUAL
T=12 OR
14 GA.
ASTM
A653 SS
GRADE 50
G60 B
042"
TYP.
F----3.0 F --MA " 3.0"-d
DBL. 3"x8"x0.042" BEAM
O W/ DBL. 14 GA. STL. INSERT
ALUM. ALLOY 3004-H36
OR EQUAL
DBL. 3"x8x0.042" BEAM
�� W/ DBL. 12 GA. STL. INSERT
ALUM. ALLOY 3004-H36
OR EQUAL
NOTE: WHERE 12 AND h� GA.. STEEL INSERTS OCCUR AS
SHOWN IN THE SPAN TABLES. THEY SHALL BE INSTALLED
THE FULL LENGTH OF THE 3"x6" BEAM.
SPLI(
WHEF
OCCUF
HEADER BEAM TYPES
C 4" I -BEAM
ALUM. ALLOY
6063-T6
K 3"x8"x0.042" BEAM
ALUM. ALLOY 3004-H36
OR EQUAL
3.0"
.032"
ALUM.
�',3" SQ. ALUM POST
ALUM. ALLOY 3004-H36
HEIGHT LIMITED TO
10'-0" MAXIMUM.
D 4.5" MAG GUTTER
ALUM. ALLOY
6063-T6
F _3.0" 4.0"
MAX.
I
DBL. 3"x8"x0.042" BEAM
ALUM. ALLOY 3004-H36
1
1.00'
.040" ALUM.
.048" STEEL
3.0"
.28"
C `. 3" SQ. ALUM. POST
ALUM. ALLOY 3004-H36
. 3" SQ. STEEL POST
F /ASTM A653 GRADE 50 CP60
T=12 GA.
ASTM A653 SS
GRADE 50 G50
.032"
ALUM.
-
-3.0"-I
3" SQ.x0.032" ALUM. BEAM
E W/ 12 GA. STL. "U" CHANNEL
ASTM A653 SS GRADE 50 G60
7
T=12 OR
14 GA.
ASTM
A653 SS
GRADE:
G60
0.625"
311x8"4.042" BEAM
MW/ 14 GA. STL. INSERT
ASTM A653 GRADE 50 G60
3"x8"4.042" BEAM
OW/ 12 GA. STL. INSERT
N ASTM A653 GRADE 50 G60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS
OCCUR AS SHOWN IN THE SPAN TABLES,
THEY SHALL BE INSTALLED THE FULL LENGTH
OF THE YxB" BEAM.
COLUMN / POST TYPES
6
D.024"
D.032"
0.042"
PLASTIC
PLUGS
#10 SMS
@ 24' 0.1
EA. SIDE
3" SO. ALUM. POST
rD WITH SIDEPLATES
ALUM. ALLOY 3004-H36
OR EQUAL
INSERT
90'
� 4
ALUM.
OCCURS
ALLOY
6063-T6
6.5" ROLLFORM
A GUTTER FASCIA
ALUM.ALLOY
3004-H36
SPLICE I n�i min
WHERE I II
,CCURS II it
yl II
0.075" II
T�'p II II
I I�
LL
B MAG BEAM
ALUM.ALLOY
6063-T6
0.042'/ 6.5"
0.032"
Trp.
�2.0"J
:I DBL.2"x6.5"x0.042"
ALUM. ALLOY 3004-H36
OR EQUAL
JLUM. AL
DBL.2"x6.5"x0.032"
ALOY 3004 H36
OR EQUAL
T=12 OR
14 GA.
ASTM
A653 SS
GRADE 50
G60 B
042"
TYP.
F----3.0 F --MA " 3.0"-d
DBL. 3"x8"x0.042" BEAM
O W/ DBL. 14 GA. STL. INSERT
ALUM. ALLOY 3004-H36
OR EQUAL
DBL. 3"x8x0.042" BEAM
�� W/ DBL. 12 GA. STL. INSERT
ALUM. ALLOY 3004-H36
OR EQUAL
NOTE: WHERE 12 AND h� GA.. STEEL INSERTS OCCUR AS
SHOWN IN THE SPAN TABLES. THEY SHALL BE INSTALLED
THE FULL LENGTH OF THE 3"x6" BEAM.
SPLI(
WHEF
OCCUF
HEADER BEAM TYPES
C 4" I -BEAM
ALUM. ALLOY
6063-T6
K 3"x8"x0.042" BEAM
ALUM. ALLOY 3004-H36
OR EQUAL
3.0"
.032"
ALUM.
�',3" SQ. ALUM POST
ALUM. ALLOY 3004-H36
HEIGHT LIMITED TO
10'-0" MAXIMUM.
D 4.5" MAG GUTTER
ALUM. ALLOY
6063-T6
F _3.0" 4.0"
MAX.
I
DBL. 3"x8"x0.042" BEAM
ALUM. ALLOY 3004-H36
1
1.00'
.040" ALUM.
.048" STEEL
3.0"
.28"
C `. 3" SQ. ALUM. POST
ALUM. ALLOY 3004-H36
. 3" SQ. STEEL POST
F /ASTM A653 GRADE 50 CP60
T=12 GA.
ASTM A653 SS
GRADE 50 G50
.032"
ALUM.
-
-3.0"-I
3" SQ.x0.032" ALUM. BEAM
E W/ 12 GA. STL. "U" CHANNEL
ASTM A653 SS GRADE 50 G60
7
T=12 OR
14 GA.
ASTM
A653 SS
GRADE:
G60
0.625"
311x8"4.042" BEAM
MW/ 14 GA. STL. INSERT
ASTM A653 GRADE 50 G60
3"x8"4.042" BEAM
OW/ 12 GA. STL. INSERT
N ASTM A653 GRADE 50 G60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS
OCCUR AS SHOWN IN THE SPAN TABLES,
THEY SHALL BE INSTALLED THE FULL LENGTH
OF THE YxB" BEAM.
COLUMN / POST TYPES
6
D.024"
D.032"
0.042"
PLASTIC
PLUGS
#10 SMS
@ 24' 0.1
EA. SIDE
3" SO. ALUM. POST
rD WITH SIDEPLATES
ALUM. ALLOY 3004-H36
OR EQUAL
INSERT
T=0.125'
WHERE
ALUM.
OCCURS
ALLOY
6063-T6
0.110"
TYP.
0.375'
�II
7" I -BEAM
ALUM. ALLOY 6063-T6
G W/ (1) "C" IN
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.
TYP 3.0
TYP
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"
=4"SQ.xt=0.188"
K) =4"SQ.xt=0.250"
SO. STEEL POST
ASTM A500 GRADE B
En
ww
aw
�(L
<Z
w
m�
wJ
O o
g U
E
8
E
m m�
a
LL U
U)Uo1.
a?w„
L"J
F-
0
-
U Q
0
} O w 4
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W a a
Oz
U S ZEL
'
O
a�
a O m a
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w
MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER
FOR ATTACHED AND FREESTANDING SOLID COVERS
TABLE 1
TABLE 2 TABLE 3
(2) 2"x6 �2" AND WALL. HANGERS, 3"x8" AND EXTRUDED AND 3"x8" WITH
6 %2" ROLL FORMED BEAMS _ STEEL HEADERS STEEL INSERT HEADERS
NUMBER OF N0.14 TEK OR SMS SCREWS - - -----=-- —
a PER FOOT OF BEAM LENGTH <
NUMBER OF NO. TEK OR SMS SCREWS } NUMBER OF NO. 14 TEK OR SMS SCREWS
a = PER FOOT OF WALL HANGER AND BEAM LENGTH <
a=
I-- � FOOT OF BEAM LENGTH
5 110 MPH 120 MPH 130 MPH m 110 MPH I 120 MPH 130 MPH 1 10 MPH 120 MPH 130 MPH
-- .... L I...._
F _
EXP. B EXP. C EXP. B EXP. C EXP. B 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' �1 1 2 1 2 1--2 ;!2 _? 2 5' ��1 1 1 1 1 _� 2
1 - 1_ 1 2. _- 2 _.! 2_ 1 1 1 1 r .., 1 2
6 2 __ 2 2 3 6 1 2 2 .- 2 2 ...... 2
_._ _..._ _ - - . _........ _ ..-._ ..--- ---
2
- -... - ---- -'
7' 1, 2._- 2 2 .._ 1 1 1 2 2 2 ...... -
2 2 2 3 3 3 7 2 2 2 2 _2 _-_ 2 7 1_ 1= 1 1 1 1- 1 1_ 1 2
_ 8'
1 2 2 2 2 2
8 g 1 __= 1 2 2 2 2-
" 2 '" 2 2 3 3 3 2 2 2 2 3 3 1 1 1 2 1 -2
9' 2 2 2 3 2 3 2 3 2 3 2 4 9' 1- 2 2 2 2 2 2 2 2 9' 1 1 1 1 1 1
3 3 3
10' - 2 2 2 2
---- 2 2 2 � � 10' . 1- 2 2 2 2 2 - 1 1 1 1 1 ---
2
11' -3. 2- 3 2 3 2 4 2 4 3 _4 11' 2.2 2 3 2 3 2_ 2 2 3 3._
2 2 3 3 3 3 12' 2 2 2 2 3= 12'
12- 3- 3 3 4 4 5 2 3 3 3 2 '" 4 2 2 2 2 2 2
13' 2 -- 2 2 3 3 3 _ .13; - -2 2 2 3 3 3 ---- �'- 1 1 1 1---- 2
3 4 4 4 4 5 2 3 3 3 3 4 13' f2 1 -9 1) �
ihmkPad\Duralum\IAPMO 0195\5.21.14 Submittal\$ -21.14 A 5.dwa. 8/27/2014 11:38:52 AM. Cutt?PDF w,;
FOOTNOTE: "SAMPLE"
1
FIGURE INDICATES ATTACHED
FIGURE INDICATES FREESTANDING
E
E
ED Y
V
LL U @J
V: U2 N
GV)a u,
'n Q
O
N O w
LL) a a _
_ ry
O G
S Z
U a ry
w
r
cr
w
w
wow
mry0w
Z a Zdiii
w
>
O O N ¢
WWw�
C 'J I L� �r
C>
rNhH0..1H41�'
MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER
FOR ATTACHED AND FREESTANDING SOLID COVERS
TABLE 1
TABLE 2 TABLE 3
(2) 2"x6 �2" AND WALL. HANGERS, 3"x8" AND EXTRUDED AND 3"x8" WITH
6 %2" ROLL FORMED BEAMS _ STEEL HEADERS STEEL INSERT HEADERS
NUMBER OF N0.14 TEK OR SMS SCREWS - - -----=-- —
a PER FOOT OF BEAM LENGTH <
NUMBER OF NO. TEK OR SMS SCREWS } NUMBER OF NO. 14 TEK OR SMS SCREWS
a = PER FOOT OF WALL HANGER AND BEAM LENGTH <
a=
I-- � FOOT OF BEAM LENGTH
5 110 MPH 120 MPH 130 MPH m 110 MPH I 120 MPH 130 MPH 1 10 MPH 120 MPH 130 MPH
-- .... L I...._
F _
EXP. B EXP. C EXP. B EXP. C EXP. B 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' �1 1 2 1 2 1--2 ;!2 _? 2 5' ��1 1 1 1 1 _� 2
1 - 1_ 1 2. _- 2 _.! 2_ 1 1 1 1 r .., 1 2
6 2 __ 2 2 3 6 1 2 2 .- 2 2 ...... 2
_._ _..._ _ - - . _........ _ ..-._ ..--- ---
2
- -... - ---- -'
7' 1, 2._- 2 2 .._ 1 1 1 2 2 2 ...... -
2 2 2 3 3 3 7 2 2 2 2 _2 _-_ 2 7 1_ 1= 1 1 1 1- 1 1_ 1 2
_ 8'
1 2 2 2 2 2
8 g 1 __= 1 2 2 2 2-
" 2 '" 2 2 3 3 3 2 2 2 2 3 3 1 1 1 2 1 -2
9' 2 2 2 3 2 3 2 3 2 3 2 4 9' 1- 2 2 2 2 2 2 2 2 9' 1 1 1 1 1 1
3 3 3
10' - 2 2 2 2
---- 2 2 2 � � 10' . 1- 2 2 2 2 2 - 1 1 1 1 1 ---
2
11' -3. 2- 3 2 3 2 4 2 4 3 _4 11' 2.2 2 3 2 3 2_ 2 2 3 3._
2 2 3 3 3 3 12' 2 2 2 2 3= 12'
12- 3- 3 3 4 4 5 2 3 3 3 2 '" 4 2 2 2 2 2 2
13' 2 -- 2 2 3 3 3 _ .13; - -2 2 2 3 3 3 ---- �'- 1 1 1 1---- 2
3 4 4 4 4 5 2 3 3 3 3 4 13' f2 1 -9 1) �
ihmkPad\Duralum\IAPMO 0195\5.21.14 Submittal\$ -21.14 A 5.dwa. 8/27/2014 11:38:52 AM. Cutt?PDF w,;
FOOTNOTE: "SAMPLE"
1
FIGURE INDICATES ATTACHED
FIGURE INDICATES FREESTANDING
E
E
ED Y
V
LL U @J
V: U2 N
GV)a u,
'n Q
O
N O w
LL) a a _
_ ry
O G
S Z
U a ry
w
r
cr
w
w
wow
mry0w
Z a Zdiii
w
>
O O N ¢
i :� j 5..-Illwc
.f
ch
ILL)IL
SOLID PANELS SPANS_ FOR COMMERCIAL & PATIOS
24" TRI -"V" PAN
.40•-�
.25' -j
--1 r--•67• T= (SEE TABLE
BELOW) f
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 1 30 40 50
24" TRI -"V" PAN
- 0.88 0.83 0.75 0.80
24"x2Y2"0.018" 0.85
0.80 0.65 0.65 - -
24"x2Y2"x0.024" 0.90
PANELT"
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
E71P 8
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
LUSL
(IN)
14'_7°
14'_7•
10'-3'
10'-3"
10'-3
10'-3'
10'-3"
10' 3"
11' 4'
.018
10'-9"
8'-7"
8'-1"
6'-2"
7'-5"
5'-10"
5'-10'
12'-3'
12'-3"
12'-3"
12'-3"
12'-3'
10
.024
10'11"
9'-9°
9'-9'
9'-2"
9'-3"
B'-7"
a a
14'-3"
14'-3"
14'-3'
14'-3'
14'-3°
14'•3"
16'-2"
.032
12' 8"
12'-1'
12'-1"
11'-2"
11'-3"
10'x"
19'4'
19'-4"
8'4°
8'4"
8'-4"
8'-4"
8'-4"
8'11"
17'-0"
.01E
7•_g^
7•_5^
7•-5^
7•_2^
T-2"
6'-10°
12'-1"
12'-1"
10'-1'
10'-1"
10'-1"
10'-1'
10'-1`
101-1"
20
.024
8'-8"
6'-4"
8' S"
8' 1"
8'-1°
7'-9"
13'-3'
ow
w
12'-1'
12'-1"
12'-1"
12'-1'
12'-1'
12'-1"
.032
10'-9`
10'-3"
10'-4"
9'-B"
9'-9"
9'-9"
16-6"
15'-6"
7' 3"
TT
7-3-
T 3'
7._3"
7._3°
13,_9"
.018
T-8"
7'-4°
7'-4°
7'-1"
7'-1°
6'-10'
16'-8"
16'-8"
161-8"
16'-8'
z
156'
15'-2"
15'-2°
25
.024
8
F
8 5^
8,_1"
8'_1^
7,_9"
1014"
9'-8"".032
4"
10'x'
10'11"z
�0'1
10'-2"
9'-7"
9' 8"
9"
� w
1
67
i 6'-7"_--
6�'-7
6-7"
6'-7
6'-7"
.018
3.
-06,_9"
6
- 7
11'-6"
11'-7"
8'-3"
8'-3"
8'-3"
8'-3"
8'-3"
8'-3"
30
.024
8 3"
8' 0"
8' 0'
7' 9"
1T-8"
13'-1"
13_2
12-4^
9'-1"
9'-1"
9'-1"
9''1"
9'-1'
13'-1"
.032
E
154"
9'-2"
4•_9^
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE 10
ROOF LIVE/SNOW LOAD, psf
20 25 1 30 40 50
12"x33'2"0.020" -
- 0.88 0.83 0.75 0.80
24"x2Y2"0.018" 0.85
0.80 0.65 0.65 - -
24"x2Y2"x0.024" 0.90
0.88 0.70 0.65
24"x21 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 II 4
FOOTNOTE: "SAMPLE"
FIGURE INDICATES -�
ATTACHED �_
rIGUP"E INDICATES
FREESTANDING
.40'
1
ALUM. ALLOY 3004-H36 OR EQUAL
110/120/130 MPH EXP. B & C
6" r 8" z 2 Y2" FLAT PAN
.09R
� -� .77. i �-- Tr -.6T
I
.45• _1 (ALL UNMARKED RADII .06R)
25"
70•3e'
282'- 45' T= (SEE TABLE BELOW)
\' 1
TYP. I --I I 1
.75"
I _1.92' 1-1-92"--J J .75" 1 -1.92-
12"x
• -1.92'
12"x 3 1/2" W PANEL 8" x 2 Y2" FLAT PAN
PANELT' 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN LUSL PANELT 110 MPH SPAN 120 MPH SPAN 130 r
pAINELT
LUSL (IN) EXP.13 EXP.0 EXP.B EXP.0 EXP.B EXP.0 (IN.) EXP.B EXP.0 EXP.B EXP.0 EXP.B (IN.)
13'-9' 13'-9' 13`-9" 13'-9" 13'-9' 13'-9' 12'-6" 12'-6" 12'-6" 12'-6" 12'-6'020
.020(l) 020
12'-0° 11'-1' 11'-2" 10'-7' 10'-7" 9'-11" 10-10 10'-1" 10' 3' 9'-6" 9'-7"5'-3" 15.3 15'_3" 15._3" 15.3" 15'-3' l3'-7' 13'-7" 13'-7" 13'-7" 13'-7'.024
024 .024
13'-2' 12'-7"12'-8' 11'-10" 12'-0" 11'-1" 12-1" 11 4" 11' 6' 10'_9" 10'-1010
10 10
17'-7' 1 T-7' 17'-7' 1 T-7" 17'-7" 17' 7" 032 15'-7" 15'-7" 15'-7' 15'-7" 15'-7" 15'-7" 032
.032
15'-0" 14'-9' 14'-9° 14'-0' 14'-1" 13'-3" 14'-1" 13'-1" 13'-0' 12'x" 12'-0" 12' "
19'-7` 19'-T 19'-7" 19'-7" 19'-7' 19'-7' 040 l T-7" 17�11
17'-7" 1 T-7" �7" .040
.040
1T-7" 16'-8" 16'-9" 15'-9' 16'-0" 15'-0" 15'-7" 14'-1° 14'-2"
11'-3' 11'-3' 11'-3' 11'-3" 11'-3" 11'-3" 020 10 2" 10 2° 10'2" 10 2" 10 2' 10'2" 020
.020(l)
10'-1" 9'-6" 9'-6" 9'-0` 9'-1" 8'-8" 9'-1' 8'-9" 8'-9" 8'�° 8'-6" 7'-11"
12'-6' 12' 6° 12'-6" 12'-0' 12' 6" 12'-6° .024 11'4" 11' 4" 11'4' 11'11" 1114" 11'6_ .024
.024
11'_2" 10,_8° 10'-9' 10'-3' 10'-0" 9'-1 D" 20 10'-1" 9'-8" 9'-9" 9'-3° 9'-5" 8'-11" 20
20
14'-8• 14'-8" 14'-8" 14'-8° 14'-8" 14'-8° 032 13'-0" 13'-0' 13'-0' 13'-0" 13'-0" 13'-0" 032
.032
13'-3" 12'-9" 12'-9' 12'11' 12' 4° 11'-7" 11'-1D" 11'-0" 11' 6° 11'-0" 11'-0" 10' 6°
16'-3' 16' 3' 16'-3" 16'-3" 16'-3" 16'-3° 040 14'-6" 14'-6" 14'-6° 14'-6" 14'-6" 14'-6" .040
.040
15'-1" 14'-7" 14'-7° 13'-8° 14'-1° 13'-2" 13'-6" 12'-1D' 13'-0' 12' 4" 12'-6" 11'-10"
>9,:,p^ 9'-3" 9'-5" 8'-11' 9'-0" , 1• 020 g. 9^ 9,_9,. g g" 9._g„ g•_g• 9'-9° .020
11'-1° 11'-1" 11'-1" 11'-1" 11'
.020 (1)
8'-6" 8'-3" T-1
12'-0° 12' 0" 12'-0" 17-0" 12'-0" 12'-0" 024 10.4 l0 4" 10'-4' 10'-4 10'4.. 10'"4" .024
.024 0•_
10'-7" 10'-8' 10'-2' 10'-3" 9'-9" 25 9'-11" 9`-7" 7" _
25
13'-2' 1�2"l13'-2" 13'-2" 13'2" .032 11 •4 11 -4 11'-4° 11'-4" 11'-4" 11'-4"
03213' 1" 12'•2` 12'-3" 11'-6' 11'-10" 11'-3" 11'-3" 10'-9" 10'-1D" 10'
L4' 14'-2" 14'_2" 14,_2" 14'_2" 14'-2" 040 12'_3" 12'_3" 12.3 12.3" 12'_3" 12.3" .040
.040
'-0" 14'-d" 14'-2' 13'-7' 13'-8° 13'_0" 13'_3„ 12'_9" 12'_9^ l2'-3" 174" 11'-9
MV -3"
10'-6" 10'-6" 10'-6' l 0'-6" 10'-6" .020 9 3" 9 3" 9 3" 9 3" 9 3" 9 3" .020
020 ;1)
8' 9" 8'-11. 8,_5„ 88. 82.. 8._5. 8._1,. 8._1.. 7•_g" 7•_10^ 7•_g^
11'-3" 11'-3" 11'-3" 11'-3" 11 -3" 024 9. 9" 9._91, 9•_9" 9, 9" 9' 9" 9' 9" 024
.024
10'-1" 9'-7" 9'-9" 9'-2" 30 9'-2" B'-10" 8'-11" 8 4' 30
30
12'-6" 12' 6" 12'-6" 12'-6" 12'•6" 12'•6" .032 1D' 9" 10'_0^ 10'-9" 10'-9" 101_9. 10._9" .032
032
12'-6" 12'-1" 11'-10" 1l'-6" 11 _6• 11'-1" 11 1" 10'2" 10'-9" 10'-0' 10' 4" 1D'-0"
13'11" 13'-0" 13'4" 13'-4' 13'1)" 13'-4' 11' 7" 11'-7" 11'-7' 11'-7" 11 _7" 11'-7" .040
D40 '040
14' 2" 13' 8" 13'-6° 13' 0' 13.3 12.6" 12' 7" 12' 2" 12' 2" 11' 8" 11 _9 11' 3"
9-1" 9-1" 9-1 9-1 9-1" 9 1 .020 8'-4' 8-4" 8'-4 64" 8'-4" 8,_4. 020
.020(l)
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