PMT17-00015 City of Menifee Permit No.: PMT17-00015
29714 HAUN RD. Type: Residential Addition
<ACCIELA MENIFEE, CA 92586
MENIFEE Date Issued:
01/04/2017
PERMIT
Site Address: 27754 WATERCREST DR, MENIFEE, CA Parcel Number: 333-340-020
92585 Construction Cost: $8,200.00
Existing Use: 1 &2 Family Residence Proposed Use:
Description of INSTALL 515 SF SOLID ALUMAWOOD PATIO COVER WITH 2 FANS, 3 POST LIGHTS,2 LIGHT
Work: STRIPS, 1 GFI OUTLET
Owner Contractor
CARLOS CHAVES TRADER DAN'S INC
27754 WATERCREST DRIVE 840 S ROCHESTER AVE STE C
MENIFEE, CA 92585 ONTARIO. CA 91761
Applicant Phone: 9093900555
DON DAUGHENBAUGH License Number:517575
TRADER DAN'S INC DBA ROOMS N'COVERS
840 S ROCHESTER AVE STE C
ONTARIO,CA 91761
Fee Description O_yt Amount IEl
Receptacle, Switch, Outlet&Fixture 8 151.00
Building Permit Issuance 1 27.00
Deck/Patio, non-standard 1 133.00
GREEN FEE 1 1.00
SMIP RESIDENTIAL 1 2.00
General Plan Maintenance Fee-Building 1 6.65
General Plan Maintenance Fee-Electrical 1 7.55
$328.20
The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and
specifications or from preventing builiding operations being carded on thereunder when in violation of the Building Code or of any other
ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six
months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be
forfeited.
AA_Bldg_Pennit_Template.rpt Page 1 of 1
CITY OF MENIFEE
LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects
I hereby affirm under penalty of perjury that I am under provisions of with a licensed contractor(s)pursuant to the Contractors State License Law).
Chapter9(commencing with section 7000)of Division 3 of the Business and ❑I am exempt from licensure underthe Contractor's State License Law for
Professions Code and my license is in full force and effect. the following reason:
License Cla s Li nse No. SI /-y.5- /'7 S By my signature below I acknowledge that,except for my personal residence
Expires Signature A in which I must have resided for at least one year prior to completion of
WORKER'S COMPENSATION DECLAJimprovements covered by this permit.I cannot legally sell a structure that 1
WORKER'S COMPENSATION DECLARA have built as an owner-builder if it has not been constructed In its entirety by
❑I hereby affirm under penalty of perjury one of the following declarations:I licensed contractors.I understand that a copy of the applicable law,Section
have and will maintain a certificate of consent of self-insure for workers 7044 of the Business and Professions Code,is available upon request when
compensation,issued by the Director of Industrial Relations as provided for this application is submitted or at the following website:
by Section 3700 of the Labor Code,for the performance of work for which
this permit is issued. www.leginfo.ca.goy/mlaw.litirril.
Policy q
Date
X11have and will maintain workers compensation insurance,as required by PROPERTY OWNER OR AUTHORIZED AGENT
section 3700 of the Labor Code,for the performance of the work for which o By my signature below I certify to each of the following:I am the property
this permit is issued.My workers compensation insurance carrier and policy owner or authorized to act on the property owners behalf.I have read this
number are: application and the information I have provided is correct.I agree to comply
Carrier 1GW with all applicable city and county ordinances and state laws relating to
,r Z building construction.I authorize representatives of this city or county to
Policy R ollt d o i�frl/7 Expires enter the above identified property for inspection purposes.
(This section need not to be completed is the permit is for one-hundred Date
dollars($100)or less PROPERTY OWNER OR AUTHORIZED AGENT
, I certify that in the performance of the work for which this permit is Issued,
I shall not emolov any persons in any manner so as to become subject to the CITY BUSINESS LICENSE p
workers compensation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARATION
subject to the workers compensation provisions of Section 3700 of the Labor
Cade,I shall fgcth 'th co rN y wr rovisions. {{ Will the applicant or future building occupant handle hazardous material or a
Applicant Date l L / mixture containing a hazardous material equal to or greater that the
amounts specified on the Hazardous Materials Information Guide?
WARNING:F It ER'S COMPENSATION COVERAGE Is ❑Yes o No
UNLAWFUL,AND SHALLSUBIECT AN EMPLOYER TO CRIMINAL PENALTIES Will the intended use of the building by the applicantor future building
AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($100,000),IN occupant require a permit for the construction or modification from South
ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR Coast Air Quality Management District(SCAQMD)?See permitting checklist
IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES for guidelines
CONSTRUCTION LENDING AGENCY o Yes ❑No
I hereby affirm that under the penalty of perjury there is a construction Will the proposed building or modified facility be within 1000 feet of the
lending agency for the performance of the work which this permit is issued outer boundary of a school?
(Section 3097 Civil Code) ❑Yes o No
OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQMD
permitting checklist.I understand my requirements under the State of
I hereby affirm under penalty of perjury that I am exempt from the California Health&Safety Code,Section 25505 and 25534 concerning
Contractors License Law for the reason(s)indicated below by the hazardous material reporting.
checkmark(s)I have placed next to the applicable item(s)(Section 7031.5 oyes ❑No
Business and Professions Code).Any city or county that requires a permit to Date
construct,alter,improve,demolish or repair any structure,priorto Its PROPERTY OWNER OR AUTHORIZED AGENT
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 Contractors State EPA RENOVATION,REPAIR AND PAINTING IRRP)
License Law(Chapter 9(commencing with Section 7000)of Division 3 of the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors
Business and Professions Code)or that he or she is exempt from licensure receiving compensation for most work that disturbs paint in a pre-1978
and the basis for the alleged exemption.Any violation of Section 7031.5 by residence or childcare facility to be RRP-certified firms and comply with
an Applicant for a permit subjects the applicant to a civil penalty of not more required practices.This includes rental property owners and property
than($500). managers who do the paint-disturbing work themselves or through their
❑I,as owner of the property,or my employee with wages as their sole employees.For more information about EPA's Renovation Program visit:
compensation,will do( )all of or( )portion of the work,and the structure is www.eoa.eov/lead or contact the National Lead Information Center at
not intended or offered for sale.(Section 7044,Business and Professions 1-800-424-LEAD(5323).
Code;The Contractors State License Law does not apply to an owner of a ❑An EPA Lead-Safe Certified Renovator will be responsible for this project
property who,through employees'or personal effort,builds or improves the
property provided that the improvements are not intended or offered for Certified Firm Name:
sale.If,however,the building or improvement is sold within one year of Firm Certification No.:
completion,the Owner-Builder will have the burden of proving that it was
not built or improved for the purpose of sale. ❑No EPA Lead-Safe Certified Firm is required forthis project because:
❑I,as owner of the property am exclusively contracting with licensed
contractors to construct the project(Section 7044,Business and Professions
Code:The Contractors State License Law does not apply to an owner of a If your project does not comply with EPA RAP rule please fill out the RAP
Acknowledgement.
r
BUILDING & SAFETY PERMIT/PLAN CHECK APPLICATION
Menifee
DATE PERMIT/PLAN CHECK NUMBER Q \S
TYPE: O COMMERCIAL .s+'IiESIDENTIAL O MULTI-FAMILY •O MOBILE HOME C POOL/SPA O SIGN
SUBTYPE: O ADDITION C ALTERATION O DEMOLITION -6-ELECTRICAL O MECHANICAL
,C.NEW O9PLUM/BING 0RE-ROOF-NUMBER OF SQUARES n d
DESCRIPTION OF WORK Ll I Z 1 0' / I A T (I/�i 17411)a
a{Lb Gv ,'. 2b�a�
PROJECTADDRESS 277T/ —L4%6-cpes f py. 0G.3g
G I
ASSESSOR'S PARCEL NUMBER LOT TRACT
OWNER NAME COI Ir (0 LI J ue S
7 ADDRESS 2 L 4 e 5 IL
o en ee
PHONE S�f -337 -310 3 EMAIL Building 8 Safety Dept.
�� D
APPLICANT NAME I�vi w 6k JAIL 04 2017
ADDRESS
PHONE OT 0 0. o -S.S— EMAIL
CONTRACTOR'S NAME V-00/0 S iU / C0 Vim✓'S OWNER BUILDER? C YES Q-NO
BUSINESS NAME
ADDRESS S9'--( 0 S< F oi/1I-eS+e/� Ad— Del 1 oI��'O c /{ 7,6
PHONE qVc( - 3 010_05S� EMAIL 11
CONTRACTOR'S STATE LIC NUMBER 5-1 T S 7 LICENSE CLASSIFICATION F�
VALUATION$ ZD O T ,5 L SQ FT
APPLICANT'S SIGNATURE DATE l—
CITY STAFF USE ONLY
DEPARTMENT DISTRIBUTION CITY OF MENIFEE BUSINESS LICENSE NUMBER
BUILDING PLANNING ENGINEERING FIRE GREEN ' SMIP
INVOICE PAID AMOUNT
AMOUNT • CASH 0CHECK# OCREDITCARD VISA/MC
PLAN CHECK FEES PAID AMOUNT CCASH OCHECK# OCREDITCARD VISA/MC
OWNER BUILDER VERIFIED O YES O NO DL NUMBER NOTARIZED LETTER O YES O NO
City of Menifee Building&Safety 0epo tment 29714 HDun Rd. Nlenifee, CA 92586 951-672-6777
www.cityofmenifee.us Inspection Request Line 951-245-6213
LEDGER & TRACK
�.wL[ os 2cP ' ION REQUIRED
OWNER C Keu�
ADDRESS Q771 SDI LA--)cC..v, -
CITY ZIP9j2S'F�5PHONECg'�-S 3r,3-7 3!S703
LOT NO. TRACT APN
CONTRACTOR
ROOMS N' COVERS PROPOSED ADD3ITI N(S) S1�
840 S ROCHESTER AVE#C S t 7>0#a
ONTARIO, CA 91761 1 LA ' X 2-7`Lc 0- -d K (--5,
LIC. B-517575
909-390-0555 5-0 6i6 abilZawyod wsl'-b
WORK COMP n
ICW GROUP
WSA5000386-07 a +
EXP6/14/2017 `> 7( �� lG4l 2 I fGiyl �i�l tOs Lt�� lV �PG1'��jj
Pa is 00
City of Manlfee
Building& Safety Dept.
L0�'. 96, 71 Z fi r ,� JAN 0 4 2017
n
Flovr � / 1 SS r� Received
q5- 3 �1
S 15.d 19�v� t o
ITY OF MENIFE
rR
� kIJILD11VIGAISD RTMENT
PLAN APPROVAL
isms
REVIEWED BY I k 411-1
DATE
'Approval of these plans shall not be construed to be a permit for,or an
5 L6A? apigWRiffiTolatlon of any provisions of the federal,state or city
regulations and ordinances. This set of approved plans must be kept on the
jobsite until completion,
dICC EVALUATION
SERVICE Most Widely Accepted and Truste
[CC-ES Evaluation Report ESR-1230
Reissued May 2015
This report is subject to renewal May 2017.
www.icc-es.org 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the intemeffonal Code Council®
DIVISION: 07 00 00—THERMAL AND MOISTURE The panels have a Class B roof classification in
PROTECTION accordance with ASTM El08 or UL790.
Section: 07 41 13—Metal Roof Panels 32 Materials:
DIVISION: 10 00 00—SPECIALTIES 3.2.1 Panel Core:The foam plastic core material is either
Section: 10 73 00—Protective Covers a 2.0 pcf nominal density, Type IX, expanded polystyrene
(EPS) foam plastic board or a 1.0 pcf nominal density,
REPORT HOLDER: Type I, EPS foam plastic board complying with ASTM
C578, recognized in a current ]CC-ES evaluation report
DURALUM PRODUCTS, INC. and specified in the approved Duralum Products quality
8269 ALPINE AVENUE control manual.The foam plastic has a flame-spread index
SACRAMENTO,CALIFORNIA 95826 of 25 or less and a maximum smoke-developed index of
www.duralum.com 450 when tested in accordance with ASTM E84.
bill.anson ,duralum.com 3.2.2 Panel Facings: Unless noted otherwise,the facing
EVALUATION SUBJECT: material on both faces of the panels is 3105-1-1254
aluminum of the same thickness. Panels have facing
DURAPANEL STRUCTURAL PANELS FOR PATIO material with a base-metal thickness of 0.030 inch
COVERS (0.81 mm) or 0.024 inch (0.61 mm). The minimum tensile
ultimate and yield strengths of the panel facings are
1.0 EVALUATION SCOPE 23.5 ksi (162 MPa)and 19.5 ksi(139 MPa), respectively, in
accordance with the manufacturer's specifications.
Compliance with the following codes: For the 3-inch- and 3.5-inch-thick panels with 1.0 pcf
s 2012 and 2009 international Building Code(IBC) EPS form plastic core, and no fan beam, the facing
■ 2012 and 2009 International Residential Code(IRC) material on both faces of the panels is 3105-1-126 aluminum
with a base-metal thickness of 0.024 inch (0.61 mm), The
a 2013 Abu Dhabi International Building Code(ADIBC)l minimum tensile ultimate and yield strengths of the panel
f a based on the 2 facings are 25.8 ksi (162 MPa) and 21.0 ksi (139 MPa),
The AMC Is IBC.2We 16C code sections referenced with the manufacturer's
in this report are the same sections in the ADIBC. respectively, in accordance w
specifications.
Properties evaluated: 3.2.3 Panel Adhesive:The facings are factory-laminated
■ Structural to the panel core and aluminum fan beam, as applicable,
■ Durability with an adhesive, described in the approved Duralum
Products quality control manual, that is a Type 11, Class 2,
2.0 USES adhesive complying with the ]CC-ES Acceptance Criteria
The Durapanel structural panels, described in this report, for Sandwich Panel Adhesives(AC05).
are used as structural roof panels of patio covers 3.2.4 Aluminum Fan Beam: The aluminum fan beam is
complying with Appendix I of the IBC and Appendix H of a rectangular extruded aluminum tube. The aluminum has
the IRC. alloy and temper of 6063-T5 and measures 1.5 inches
3.0 DESCRIPTION (38 mm) high and 3.5 inches (89 mm) wide. The wall
thickness is 0.080 inch (2.0 mm).The fan beam is inserted
3.1 General: in the foam core at the bottom center of the panel and runs
The Durapanel structural panels are factory-laminated the entire length of the panel.
sandwich panels consisting of aluminum facings on both 4.0 DESIGN AND INSTALLATION
sides of a foam plastic core and side-seam interlocks along 4.1 Design:
the long edges of the panels.The panels have a nominal
thickness of 3, 31/2 or 41/4 inches, are nominally 48 inches For use in allowable stress design, the allowable uniform
wide and have a maximum length of 24 feet(7.3 m).Select gravity, and downward and upward wind loads for the
panels are also produced with an aluminum fan beam panels used as roof panels, are as set forth in Table 1. Use
Insert of the panels to resist any other load conditions(such as a
rCC-ESE-d-a .n Reporn are r ,to be.1ro das renrerendng aestheics or y other aaribmes mt ipsaficarly addressed nor are aq to be construed mm
as an endorsement ofthe subject ofehe report or a recamarendatbnfor its use.There is na warranty by.[CCEvaluation Service,LLC,press or implied a
to anyfinding or other.as,in dtis rap.,4 or as to yprodaat ooeed by the report
copyright 0 2015 Pagel of 4
ESR-1230 I Most IMdely Accepted and Trusted Page 2 of 4
roof diaphragm to resist in-plane seismic or wind loads) is 5.3 For use under the IBC, the panels must be limited to
beyond the scope of this report. use in Type V-B construction.
4.2 Installation; 5.4 Panel connections to the supporting structure must be
The panels must be installed as the roof of the patio cover designed in accordance with the applicable code.
with the panel length continuous in the direction of the roof 5.5 The remaining portions of the structure are outside
slope, without transverse joints. The panels must be the scope of this report and must be designed and
installed with a roof slope equal to, or greater than, the constructed in accordance with the applicable code.
slope indicated in Table 1 for the most severe applicable 5.6 Calculations and drawings demonstrating compliance
loading condition. Panels with a fan beam insert must be with this report must be submitted to the code official
installed with the fan beam on the bottom of the panel.The at the time of permit application.The calculations and
design of the installation details must be substantiated to drawings must be prepared by a registered design
the satisfaction of the code official.Supports at each end of professional where required by the statutes of the
the panel span must provide the panels with a minimum jurisdiction in which the project is to be constructed.
1-inch-wide (25.4 mm) continuous bearing width, to
support the panels subjected to gravity, and upward and 5.7 The panels must be manufactured at the Duralum
downward wind loads. As an alternative, to restrain the Products facility in Corona, California, under a quality
panels subjected to wind uplift loads, the panels must be control program with inspections by ICGES.
attached to the underlying supports with the use of 6.0 EVIDENCE SUBMITTED
corrosion-resistant fasteners installed with 1-inch-outside-
diameter(25.4 mm) corrosion-resistant steel plate washers 6.1 Data in accordance with the ICC-ES Acceptance
with neoprene inserts, spaced according to Table 1. At Criteria for Sandwich Panels (AC04), dated February
least two fasteners per panel are required at each end 2012 (editorially revised August 2013).
support.The aluminum headers and connections of panels 6.2 Report of a room comer fire test in accordance vdth
to the supporting structures must be substantiated to the the ICGES Acceptance Criteria for Foam Plastic
satisfaction of the code official. Insulation (AC12), dated June 2012 (editorially
5.0 CONDITIONS OF USE revised August 2013).
The Durapanel structural panels described in this report 6.3 Report of a roof classification fire test in accordance
comply with, or are a suitable alternative to what is with ASTM E108.
specified in,those codes listed in Section 1.0 of this report, 7.0 IDENTIFICATION
subject to the following conditions:
5.1 Panel fabrication, identification and installation must c label must be uraluaffixed to each panel, bearing the
comply with this report and the manufacturer's company name (Dun , the foam core density, and the
Products, Inc.), the product
approved quality control manual and published name, the panel thicknesses,
installation instructions. In the event of conflicts evaluation report number(ESR-1230).
between this report and the manufacturers published
instructions,the more restrictive governs.
5.2 The panels must be limited to use as the roof panels
of patio covers regulated under Appendix I of the IBC
and Appendix H of the IRC.
ESR-1230 1 Most Widely Accepted and Trusted Page 3 of 4
TABLE IA—ALLOWABLE SPANS AND FASTENER SPACINGS FOR DURAPANEL STRUCTURAL PANELS
WITH 2.0 PCF EPS CORES'�6•7•'(feet-Inches)
3.0 INCH-0.030"-2.0 PCF EPS-0.030"
Applied Pressure for Design(psf) Minimum Panel
Loading Type Slope
10 15 20 25 30 . 35 40 45 50 55 (Per Foot of
Projection)'
Live 18'-8" 14'-9" r(-; _ •� '/a!foot
Wind(Upward) 20'-7' 17'-3" 15'-5" 14'-1 13 1" 12'4' 11'-e" 11'-1" 10'-7" 10'-20 n/a
Wind(Downward) 18'-8" 1614" 14'-9" 13'-7" 12'-9" 12'40" 1V-5' 10'-11" 10"T 10'-0" n/a
Snow 13'-1" 12'-3" 11'-7" 11'-0" 10'-6" 10'-1" 91-W '/,"/foot
Fastener Spacing°for 10" 7" 6" 5- 4" 4" 4" 3" 3" 3"
Uplift Wind Loads
3.0 INCH-0.030"-2.0 PCF EPS-0.030"WITH A FAN BEAM INSERT'
Applied Pressure for Design(psf) Minimum Panel
Loading Type Slope
10 15 20 25 30 35 40 45 50 55 (Per Foot of
Projection)'
Live 19-1 D" 151-T '/r"/foot
Wind(Upward) 21'-2" 1814T 16'-0" 14'-8" 13'-8" 12'-9' 12`-1" 1T-6" 11'-0" 1d-7" n/a
Wind(Downward) 19'-10" 1T4" 151-8" 14'-5" 131-T 12'-8" 12'-0" 11'S" 10'-11" 101b" n/a
Snow 14'-11" 13'-9' 12'-11" 12-2" 111-6" 11'-0" 1016" 10'-2'
Fastener Spacing°for 9" 7" 5" 4" 4" 3" 3" 3" 2" 2"
Uplift Wind Loads
4'/4 INCH—0.030"—2.0 PCF EPS—0.030"
Applied Pressure for Design(psf) Minimum Panel
Loading Type Slope
10 15_ 20 25 30 35 40 45 50 55 (Per Foot of
Projection)'
Live 22'-11" _ 18'-3" i.r - '/a"!foot
Wind(Upward) 23'4r 21'-4" 19'-2" 1T-6" 161-3' 19-4" 14'/6"- 13'-9" 13'-0' 12'-8" n/a
Wind(Downward) 22'-11" 20'-1" 18'-3" 16-10" 15'-9" 14'-11" 14'-2" 13'S" 13'-0" 12'-6" n/a
Snow - 17'-T 1" 151-3" 14'-5" 13'-7" 12'-70" 12'-2" 71'-8" ,/z"/foot
.....:.:
Fastener'Spacing for y" 6" 5" 4" 4" 3" 3" 3" 3" 2"
Uplift Wind Loads
4'/a INCH-0.030"-2.0 PCF EPS-0.030"WITH FAN BEAM INSERT'
Applied Pressure for Design(psf) Minimum Panel
Loading Type Slope
10 15 20 25 30 35 40 45 50 55 (Per Foot of
Projection)'
Live 23-0 19'-3" - _ "/foot
Wind(Upward) 23'-0" 22'-5" 20'-0" 18'4' 17'-0" 15'-11" 15'-1" 14'4" 13'-9" 13'-2" We
Wind(Downward) 23'-0" 21'-T 19'-3" 1T-9' 16W' 15'S' 14'-6" 13'-8" 13'-0" 775" n/a
Snow ay.-7"_;,_ ':4"_£_, y ".. 1T-11° 16�2" 14'-10" 13'-94 17-11" 12'-3" 11'_7" 11'_i" foot
Fastener
Fastener Spacing°for 8" 5" 4" 4" 3" 3" 2" 2„ 2" 1 2"
Uplift Wind Loads
ESR-1 230 1 Most WidelyAccepted and Trusted Page 4 of 4
TABLE 1B-ALLOWABLE SPANS AND FASTENER SPACINGS FOR DURAPANEL STRUCTURAL PANELS
WITH 1.0 PCF EPS CORES'''''�6'7-'(feet-inches)
3.0 INCH-0.024"-1.0 PCF EPS-0.024"
Loading Type Applied Pressure for Design(psf) Minimum Panel
Slope(Per Foot of
10 15 20 25 30 35 q0 45 So 55 Prcjection)5
Live
l2l-l- :v,
Wind(Upward) —- llr 3" lol-e BlLicr 7- 61-10, 6-2"
Wind(Downward) 16,-0" 13'-ff" 12'-1 111-01, 9'10" 8'-611111 61-8"
Snow
10'-2" 91-31
Fastener Spacing4 for 13" 6. .
Uplift Wind Loads B 5. 5. 1 F
3.0 INCH-0.024"-1.0 PCF EPS-0.024"WITH FAN BEAM INSERTO
Loading Type Applied Pressure for Design(psf) Minimum Panel
Slope(Per Foot of
10 15- 20 25 30 35 40 45 50 55 Projectionf
Live 13,-e
3
/8"1 foot
Wind(Upward) 181-71 151-71 131-9" 12L5O I V-5" 1 OW" 9'-9- 8--a. T-10- T-1. n/a
Wind(Downward) 17,-6,, 15'-0" IT-4" 12'-2` 1 V-2" 101.5" 91-6
Snow -l_-- -... ., - 12--� -q in. . .1� I 11
-.7
Fastener Spacing'for
Uplift Wind Loads 7 6" 5" 1 5" 1 4" 4" 41
3%INCH-0-024"-1.0 PCF EPS-0.024"
Loading Type Applied Pressure for Design(psf) Minimum Panel
Slope(Per Foot at
10 15 20 25 30 35 40 45 50 55 Projection)'
Live IT-a'
3-0"
'14"/foot
Wind(Upward) 1 S-9" 13W' 12'-10 10`-�T 7-10- 6'-11- 6--W n/a
Wind(Downward) 14=11- 13'-0" ill-Q" 101-0" 8'-7' T-6" 61-Er 61-01 51-0` n/a
Snow
101-61 9W" 6--o. I,,/foot
T-6" 6
Fasteners Spacing for r 6.
Uplift Wind ads 12" .9. 7' 6- s" 5" 4-
4%INCH-0.024"-1.0 PCF EPS-0.0241,
Loading Type Applied Pressure for Design(psf) Minimum Panel
Slope(Per Foot of
10 15 20 25 30 35 40 45 50 55 Projection)"
Live 19'-4" 14'0' foot
Wind(Upward) 20'-0' 16'-1 1. 14'-7" 13'-01 11ll-101 10'-3" 9W` 81-11" 8l1 n/a
Wind(Downward) 19'l 161-0" W-0" 12l-7" 1 l'-s" 101-80
Snow z
irilq.
Fastener Spacing'for 8. 7' 6- 5"
Uplift Wind Loads 11
For SI:I inch=264 mm;1 foot=305 mm;1 pcF=16.041g/m3, I psf=47.9 N/m2.
'Roof panels are intended for use with a patio enclosure as defined in Appendix I of the 2012 and 2009 Inte.mational Building(IBC)and Appendix
H of the 2012 and 2009 Intemathonal Residential Code e(IRC).
2AII superimposed loads presented above are uniform in nature.Consideration shall be given to non-uniform loads such as those associated with
snow build-up and areas of discontinuity for wind loads.
'Unless otherwise noted,the maximum eave projection of the roof system is 24 inches.
'Fasteners must be corrosion-resistant fasteners with I.G-inch-outside-diameter corrosion-resistant steel plate washers and neoprene inserts.
'Minimum panel slopes are based on panel deflection only.Increased slopes will be required where panel accessories,such as mullions or
flashing,can increase ponding mused by Irregularities in the water flow path,
"The tabulated panel spans are based on the lesser of strength limits and deflection limits.The deflection limit is 1/120 of the span(1-1120)for both
gravity and wind loads.
'The tabulated panel spans are based on a maximum temperature differential between the two panel skins of 10*F.
aThe tabulated panel spans are also applicable to the panels supporting the panel dead weight and roof maintenance load as defined in the 113C.
'Consideration has been given to the addition of one(1)calling fan per 4'wide panel with a maximum fan weight of 50 pounds. Therefore,the
allowable loads provided above are in addition to the weight of the ceiling fan.