PMT17-02884 City of Menifee Permit No.: PMT17-02884
r 29714 HAUN RD. Type: Residential Addition
ACCHL/J MENIFEE, CA 92586
MENIFEE Date Issued: 08/15/2017
PERMIT
Site Address: 29963 TIERRA SHORES LN, MENIFEE, Parcel Number: 340-500-060
CA 92584 Construction Cost: $7,700.00
Existing use: 1 &2 Family Residence Proposed use:
Description of INSTALL 15'x 11'6"& 1 Tx 29'SOLID IRP ALUMAWOOD PATIO COVER WITH 2 FANS
Work:
Owner Contractor
KRISTEN FYFE TRADER DAN'S INC
29963 TIERRA SHORES LANE 840 S ROCHESTER AVE STE C
MENIFEE, CA 92584 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 lSl
Receptacle, Switch,Outlet&Fixture 2 121.00
Building Permit Issuance 1 27.00
Deck/Patio, non-standard 1 133.00
GREEN FEE 1 1.00
SMIP RESIDENTIAL 1 1.00
General Plan Maintenance Fee-Building 1 6.65
General Plan Maintenance Fee-Electrical 1 6.05
$296.70
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 carried on thereunder when in violation of the Building Code or of any other
ordinance of City of Menlfee.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_Bidg_Permit_Template.rpt Page 1 of 1
CITY OF MENIFEE
LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects
with a licensed contractor(s)pursuant to the Contractors State License.Law).
I hereby affirm under penalty of perjury that I am under provisions of
Chapter9(commencing with section 7000)of Division 3 of the Business and ❑I am exempt from licensure under the Contractor's State License Law for
Professions Code and my license is in full force and effect. the following reason:
License Class 9 License No. [7 By my signature below I acknowledge that,except for my personal residence
C 7
Expires 1 _Signature in which I must have resided for at least one year prlorto completion of
' / improvements covered by this permit.I cannot legally sell a structure that I
WORKER'S COMPENSATION DECLA ON 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 worker's 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,forthe performance of work for which www.leainfo.ca.Rov/alaw.html.
this permit is issued.
Policy# Date
,.'I'have 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 ❑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 with all applicable city and county ordinances and state laws relating to
building construction.I authorize representatives of this city or county to
Policy# LJ5zA-,�-06JKC Expires l 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 employ any persons in any manner so as to become subject to the CITY BUSINESS LICENSE#
worker's 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 hor
Code,I shaRivRIIWiN o p 'p rovisions. , // Will the applicant or future building occupant handle hazardous material or a
Applicant Date !J mixture containing a hazardous material equal to or greater that the
_ffamounts spec d on the Hazardous Materials Information Guide?
WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS ❑Yes
UNLAWFUL,AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES Will the Intended use of the building by the applicant or future building
AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($100,0D0),IN occupant require a permit for the construction or modification from South
ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR Coast Air Quali Management District(SCAQMD)?See permitting checklist
IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES forguidelin
CONSTRUCTION LENDING AGENCY ❑Yes o
1 hereby affirm that under the penalty of perjury there is a construction Will the propose"![ding or modified facility be within 1000 feet of the
lending agency for the performance of the work which this permit is issued outer bound of a school?
(Section 3097 Civil Code) ❑Yes ❑ o
OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQMD
permitting checklist.I understand my requirements underthe 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 ❑Yes c No
Business and Professions Code).Any city or county that requires a permit to Date
construct,alter,Improve,demolish or repair any structure,prior to Its PROPERTY OWNER OR AUTHORIZED AGENT
issuance,also requires the applicant forthe 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(RRP)
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 he 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($500). managers who do the paint-disturbing work themselves or through their
❑I,as owner of the property,or my employee with wages as their sole employees.For more information about EPA's Renovation Program visit:
compensation,will do( )all of or( )portion of the work,and the structure is www.eoa.aov/lead or contact the National Lead Information Center at
not intended or offered for sale.(Section 7044,Business and Professions 1-800-424-LEAD(5323).
Code;The Contractors State License Law does not apply to an owner of a ❑An EPA Lead-Safe Certified Renovator will be responsible for this project
property who,through employees'or personal effort,builds or improves the
property provided that the improvements are not intended or offered for Certified Firm Name:
sale.If,however,the building or Improvement is sold within one year of Firm Certification No.:
completion,the Owner-Builder will have the burden of proving that It was
not built or Improved for the purpose of sale. ❑No EPA Lead-Safe Certified Firm is required forthis project because:
❑I,as owner of the property am exclusively contracting with licensed
contractors to construct the project(Section 7044,Business and Professions
Code:The Contractors State License Law does not apply to an owner of a If your project does not comply with EPA RRP rule please fill out the RRP
Acknowledgement.
• , SAFETY PERMIT/PLAN APPLICATION
y. •
MeI r
DATE IS 1 7 PERMIT/PLAN CHECK NUMBER I1 -0
TYPE: C COMMERCIAL 4 RESIDENTIAL 0 MULTI-FAMILY O MOBILE HOME C POOL/SPA '-,SIGN
SUBTYPE: O ADDITION O ALTERATION O DEMOLITION - ELECTRICAL O MECHANICAL
O NEW y0 PLUMBING ,4.RE-ROOF-NUMBER OF SQUARES
DESCRIPTION OF WORK �5 /� l l /b u X 11 SO I I U' J:tR A ba4� lvcvcA
PROJECT ADDRESS
ASSESSOR'S PARCEL NUMBER LOT TRACgu C/
Qa
OWNER NAMES ry, /\ V'',��"Gh T-C- /_ n8$ se��'De t
ADDRESS C- -l�I p L FI w✓ [ o ye_S UG 15 2
PHONE "l�l- 31Z-°t 8'1y EMAIL
APPLICANT NAME OVI A" ht
ADDRESS 77
PHONE gCYl7�D "0;7�� EMAIL
CONTRACTOR'S NAME F OO ICI$ .0 l WVV/ OWNER BUILDER? 'O YES el 0
BUSINESS NAME U
ADDRESS p L77D S, gBUI�t.S ✓' �I-V�-- U� v�' `� �/1"' al 7,61
PHONE �Q�-7 ^� _ EMAIL
CONTRACTOR'S STATE LIC NUMBER Sl 7 S-757- LICENSE CLASSIFICATION J�
VALUATION $ 0 V SQ FT 4 11.45 L SQ FT /
APPLICANT'S SIGNATURE DATE g ! 5
CITYSTAAEor
DEPARTMENT DISTRIBUTION CITY OF MENIFEE BUSINESS LICENSE NUMBER
BUILDING PLANNING ENGINEERING FIRE GREEN SMIP 1
INVOICE pAIDAMOUNT
AMOUNT , flCASH n
CHECKH 4%CREDIT CARD VISA/MC
PLAN CHECK FEES PAID AMOUNT C)CASH OCHECKA O CREDIT CARD VISA/MC
OWNER BUILDER VERIFIED 0 YES 0 NO DL NUMBER NOTARIZED LETTER 0 YES O NO
[,tY(',j F._'. ;Je^ G ,_S'5
I,VVv4V.CIL;IO +mac^iiij r'a,(i5 Ii7S 1]?Ci`ILiI ��QC'Si L,'R'``i1 _--. -�11'
i
cannonn-ianacememt
July 25. 2017
KRISTIN FYFE
29963 TIERRA SHORES LANE
MENIFEE. CA 92584
Re: 00-TSH 7444 01, 29963 TIERRA SHORES LANE
ARC File #1,421 Approved
Dear Homeowner,
The Association's Architectural Review Committee (ARC) recently had an opportunity to review
your recent request for architectural approval for the following improvements:
Patio cover in two colors schemes. Desert Sand and Alumawood Latte. Sizes are 15'x11'6 and
11'x29' solid plus rain gutters around home.
Please be advised that the above referenced ARC application has been approved as submitted.
Please feel free to contact me if you have any questions via email at
VanessaPerez@CannonManagement.com.
Thank you for your interest in the community!
jce ely,
n ssa Perez
For the Board of Directors
Tierra Shores Homeowners Association
OWNERIS�QP'1
ADDRESS ou
CITY ZIP9 PHONE cfSo 12-9
LOT NO. uTRACT APN
CONTRACTOR
ROOMS N' COVERS PROPOSED ADDITION(�S) I ' ;i�
840 S ROCHESTER AVE#C , , ' ?2,5 , C� II '�^y!! 6unding &fSafety De t.
ONTARIO, CA 91761 lS (p t [. g 6 K ZG So u d p
LIC. B-517575 AUG 15 2W
909-390-0555 O t t LM IL-k 9 `g� o
WORK COMP FieCDIVed
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ICW GROUP l m.L} , C -11 P CLVl11
WSA5000386-07
EXP6/14/2017
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' EVALUATION REPORT Number:
rrtn Originally Issued: 0313112017 Valid Through: 04/30/2018
DURALUM PRODUCTS,INC. The allowable spans shown in Tables 2 and 3 are based on
DURAPANEL STRUCTURAL PANELS FOR application of total ASD loads. The load combinations
PATIO COVERS defined in the IBC for Allowable Stress Design shall be used
to determine the design loads to apply,which shall be less
CSI Section: than those tabulated for the panels. The design loads shall
07 4113 Metal Roof Panels also consider the structural provisions oflBC Appendix I and
07 44 33 Metal Faced Panels IRC Appendix H.
1.0 RECOGNITION Designs incorporating the panels shall consider fastening
requirements,and shall be prepared by a design professional
Duralum Products Inc. Durapanel Structural Panels have using the design parameters outlined in this report.Fastener
been evaluated for use as roof panels for residential patio spacing shall be adequate to secure the panel against uplift.
covers described in Appendix I of the IBC and Appendix H Pull-through capacity for the fasteners installed in the panels
of the IRC. The physical, structural, and installation is I10lbf(489N)each.
properties of the Durapanel Structural Panels have been
evaluated for compliance with the following codes and 3.2Installation;
regulations:
3.2.1 Installation General: Durapanel Structural Panels
• 2015 and 2012 international Building Code®(IBC) shall be installed in accordance with the details for the patio
2015 and 2012 International Residential Code*(IRC) enclosure or patio cover system on which they are used. The
e 2016 California Building Code®(CBC) panels shall be installed with their edges parallel to the slope
• 2016 California Residential Codes(CRC) direction of the roof.Panels with a fan beam shall be installed
with the beam on the bottom side of the panel. The panel
Under the 113C the panels are recognized for use in bearing width shall be minimum 1 inch(25.4 mm)wide by
Construction Type V-B. the width of the panel. Fasteners shall be spaced in
accordancewith the design details and at maximum 12 inches
2.0 LIMITATIONS (305 mm)on center.
Use of the Durapanel Structural Panels recognized in this 3.2.2 Fasteners:The panels shall be fastened using#14 SMS
report is subject to the following limitations: corrosion resistant screws. The screws shall be topped with
1-mch(25.4 mm) O.D.plate washers with neoprene inserts.
2.1 Use of the Durapanel Structural Panels shall comply with The screws shall be minimum 1-inch (25.4 mm) longer than
the applicable codes, the manufacturer's published the panel thickness to penetrate through the panel and into the
installation instructions, and this report. Where conflicts structural holding member below.
occur in the provisions of these documents, the more
restrictive shall govern. 4.0 PRODUCT DESCRU PION
2.2 Use of the panels to resist racking shear as part of the Durapanel Structural Panels for Patio Covers are sandwich
lateral load resisting system is out of the scope of this report. panels consisting of aluminum skins (facers) that are
adhered to expanded polystyrene(EPS)foam plastic cores.
2.3 The panels shall be installed at a minimum panel slope in The aluminum skins are the same on the top and bottom of
accordance with the allowable span tables in this report. the panels.
2.4 The panels are for use under simple-span support The panels are 3.0,3.5,or 4.25 inches thick(76 mm,89 mm,
conditions. Multi-span support of the panels is outside the 108 rum),nominally 4 feet(1.2 m)wide, and are available
scope of this report. in various lengths up to 24 feet 7.3 m)for use at a maximum
simple-span of 23 feet (7 m). Some of the panels have
2.5 Designs using the panels shall be submitted to the aluminum beams(as shown in Table 1 of this report)in the
building official for approval. middle of the panel width,which are used as reinforcement
to support ceiling fans.The panel edges interlock as shown
3.0 PRODUCT USE in Figure I of this report.
3.1 Design: Durapanel Structural Panels are designed to 4.1 Facer Material
support gravity loads, and positive and negative transverse
wind loads only. The facer skins are aluminum sheets conforming to ASTM
B209.The sheets are 0.024-inch-thick(0.610 mm),3105-
The product described in this Unilam Evaluation Services(UES)Report has been evaluefaof as an sears the rusted 1,design or method of sonshuC in order to sahsy and comply with
the lydeM d)the p vvislen of1he soda,as nood In fhls report and rorat oast equivalenceW that prescribed in the ode in quefity,strength,oftaimness,lire reslslanse,dasbUly and saldy,
as apphoal0e,to aocadanos with ISC Setlron f04.11.This document shall only be reproduced In#a ardlrety.
Copyright®W17 by hdemeGonal Assovedon of F1.anbh,,.nd Mechanical Miele.AO fights reserved.Pointed in the Untied States Ph:f-arr41ESRPT•Fax:906.Q241T1
web:wow.unl/omi-esorg•4T55 Ea3 Phllatlelphla Sireel,Ontario,Calllomle 91761-2616—USA
Page 1 of 6
UE8 EVALUATION
i REPORT Numl;;� n:rJ
M Originally Issued: 03/31/2017 Valid Through: 04/3012018
H26 aluminum for the 1.0-pcf (16 kg/ml) nominal core- 6.0 SUBSTANTIATING DATA
density,3.0-and 3.5-inch-thick(76 mm and 89 mm)panels
without reinforcing fan beams. The sheets are 0.024-inch- 6.1 Documentation in accordance with the ICC-ES
thick(0.610 mm),3105-H254 aluminum for the 1.0-pcf(16 Acceptance Criteria for Sandwich Panels (AC04) -
kg/m')nominal-core-density;3.0-inch-thick(76 mm)panels Approved February 2012,editorially revised July 2015.
with reinforcing fan beams, and the 4.25-inch-thick (109
mm) panels without reinforcing fan beams. The sheets are 6.2 Reports of strength testing for roof panels in accordance
0.030-inch-thick(0.762 mm), 3105-11254 aluminum for the with ASTM E72 including transverse and concentrated load
2.0-pcf(32 kg/m')nominal-core-density,3.0-and 4.25-inch- testing.
thick (76 rum and 108 mm) panels, with and without
reinforcing fan beams. Table 1 of this report contains 6.3 Reports of fire testing of roof coverings in accordance
additional details. with ASTM E108. The panels meet the criteria for Class B
roof covering.
4.2 Core Material
6.4 Reports of room lire testing in accordance with UL 1715.
The core material is preformed EPS foam plastic insulation
board complying with ASTM C578 specifications. Type I 6.5 Test results are from laboratories in compliance with
EPS is used for the nominally 1.0-pcf(16 kg/ms)foam-core- ISO/IEC 17025.
density panels. Type TX EPS is used for the nominally 2.0-
pef(32 kg/mi) foam-core-density panels. The EPS boards 7.0 CONTACT INFORMATION
have an ASTM E84 flame spread index of 25 or less, and a
smoke-developed index of 400 or less. Duralum Products,Inc.
2485 Railroad Street
43 Adhesive Corona,California 92880
The adhesive used to bond the aluminum facers to the EPS (951)736-4500
foam plastic core is moisture-cured urethane adhesive as www.duralum.com
specified in the manufacturer's quality manual. 8.0 STATEMENT OF RECOGNITION
4.4 Fan Beam This evaluation report describes the results of research
Fan beams are 1.5-inch by 3,5-inch(38 into x 89 mm),ASTM tamed out by TAPMO Uniform Evaluation Service on
B429,extruded aluminum-alloy structural rubes,and are used Duralum Products Inc. Durapanel Structural Panels for
to reinforce the panels.The minimum tube wall thickness is patio Covers manufactured in Corona,Califon to assess
their conformance to the codes shown
0.080 inch (2.03 mm). The fan beams nun the length of the in Section
Sectition 1.0 of this
panel on the bottom side,and are centered on the panel width. report and documents the product's certification.
Figure 2 of this report contains additional fan bean details and
dimensions.
5.0IDENTIFICATION ' w
Brian Gerber,P.E.,S.E.
Durapanel Structural Panels are identified by the Duralum Vice President,Technical Operations
Products Inc. name and address, the panel thickness, the Uniform Evaluation Service
aluminum facer thickness,the density of the EPS foam core,
and the evaluation report number (ER-505). Identification
shall also include the IAPMO Unifomu Evaluation Service
Mark of Conformity. Either Mark of Conformity as shown Richard Beck,PE,CBO,MCP
below may be used: Vice President,Uniform Evaluation Service
we
SGP Russ ChanCEO,The IAPMO Group
or TM
lAPMO ER#505 For additional iaformation about[his evacuation report please visit
wmw.nniform-es.mra or entail at iufor uniform-es.ore
Page 2 of 6
�e$ EVALUATION REPORT Nu 505
rm Originally Issued: 03/31/2017 Valid Through: 04/30/2018
TABLE 1—Aluminum Facer Alloy,Temper,and Thickness
Panel Nom. Aluminum Skin
Thick- Foam Fan Alloy-Temper Thick-
Ness(in) Density(pcf) Beam Ness(In)
3.0 1.0 pcf No 3105-H26 6.024
3.5 1.0 pcf No 3105-H26 0.024
3.0 1.0 pcf Yes 3105-H25 4 0.024
4.25 1.0 pcf No 3305-H254 0.024
3.0 2.0pcf No 3105-H254 0.030
3.0 2.0pcf Yes 3305-H254 0.030
4.25 2.0pcf No $105-H254 0.030
4.25 2.0pcf Yes 3105-H254 0.030
S.I. Units: 1 inch=25.4.mm, 1 psf=47.9 Pa, 1 pcf= 16 kg/m9
1"Neoprene Pan*l E`g- No. 14 SMS Ccm:sicr.
Intarlcct Resistem 5ee}vs
.Mho
/ I 4
0.09341 0.0934
0.0800 - 0.0eoo
R0-0200
i ! s
Supperting —_�
ROA200
Ssnell re drivan ca�
framing ttmwgh tha Farals snd
pmtruds 7 m&minimum
FIGURE 1—PANEL EDGE PROFILE INTERLOCK FIGURE 2—FAN BEAM EXTRUSION PROFILE
Page 3 of 6
uE$ EVALUATION REPORT . 505
Originally Issued: 03131i2017 Valid Through: 04130/20'18
TABLE 2-ALLOWABLE SPAN TABLES FOR 1.0 PCF EPS AND 0.0244NCH-THICK FACINGS
3.0 inch-0.024"-1.Opcf EPS-0.024"-WITHOUT FAN BEAM INSERT
Applied Pressure for Design Minimum
Loading Panel Slope
Type 10 15 20 25 30 35 40 45 50 55 (Per Foot of
psf psf psf psf psf psf psf psf psf psf Projection)
Live 16-0" 12-1" 318"
(Upward) 17'-0" 14'-3" 12'-6" 11'-3" 10'-4• 8'-10" T-9" 6'-10" 6'-2• 5-7" n!a
Wind Downward 16'-0" 13'-8• 17-1" 11'-0" 9'-10• 8'-6" TS" 6!4r 6'4' 5'-5" Na
Snow 11'.4" 1 10'-2" 1 9-3° e-6" T-5" 6'-8' 6'-0" 6-5" 1l°
3.0 inch-0.024"-1.0pcf EPS-0.024"-WITH FAN BEAM INSERT
Applied Pressure for Design Minimum
Loading Panel Slope
Type 10 15 20 25 30 35 40 45 50 55 (PerFootof
psf psf Psf Psf Psi Psf Psf psf psf psf Projection
Live 1T-61 IT-4" 3/8°
Wind d 18'-T 15'-7• 1T-9" 12'-5" 11'-5• 1OW" 9'-9" 8'-8" T-10" T-1"(Upwar We
Downward nd 1T-6• 15-0" 13'-4" 12'-2" 11'-2" 10'-6" 9'-6" VT T-T 6'-11" n/a
Snow 11 12'-6° 11'-3" 10%3" 9'S" .. 8'-11" 8'S" 7'-7" 6'-1" 12"
3.50 inch-0.024"-1.Opcf EPS.0.024"-WITHOUT FAN BEAM INSERT
Applied Pressure for Design Minimum
Loading 10 15 20 25 30 35 40 45 50 55Panel Slope
Type (Per Foot of
Pelf Psf psf Psf psf psf Psf Psf psf Psf Projection)
Live 17'-8• 1T-0" 114•
WinU wadrd 18'-10" 15'9" 13'-7" 12'-1" 10'-6" 9'-0" T-10• 6'-11° 6'-3- S-8° We
Downnd ward 17'-8" 14%1V 13'-0° 11'-9" 10'-0" 8'-7" T-6" 6'-• 6'-0" 5'-6• We
Snow I 11'-8• 101-6° 9-T' 8'-7" T-V 61-T 6-0" 51-T 1/2"
4.25 Inch-0.024"-1.0pcf EPS-0.024"-WITHOUT FAN BEAM INSERT
Applied Pressure for Design Minimum
Loading Panel Slope
Type 10 15 20 25 30 35 40 45 50 55 (Per Foot of
psf psf Psf Psf Psf Psf Psf Psf psf Psf Projection)
Live 19'4" 14'-0° 1/4"
U�wadrd 20'-0° 16'-11" 14'-7" IT-O" ll%iO' 10'-11" 10'-3" 9'-T 8'-11• 8'-1" n/a
Da Wind 19'4" 16'-0" 14'-0" 12W' 11'-6• 10'-8" 10'-01 91" 8'-8" T-1; n/a
Snow 12'-6" 11'-3" 10'3"
S.I.Units:1 inch=25A mm,1 psf=47.9 Pa, 1 puf=16 kglm'
Page 4 of 6
pegEVALUATION REPORT Numbe 505
rm Originally Issued: 03131/2 01 7 Valid Through: 04/3 012 01 8
TABLE 3-ALLOWABLE SPAN TABLES FOR 2.0 PCF EPS AND 0.0304NCH-THICK FACINGS
3.0 inch-0.030"-2.Opaf EPS-0.030"-WITHOUT FAN BEAM INSERT
Applied Pressure for Design Minimum
Loading 10 15 20 25 30 35 40 45 50 55 Panel Slope
Type (Per Foot of
psf psf psf psf psf psf psf psf psf i psf Projection
Live 18.8" 14-9" 3W
Wind U ward 20'-2" 1T-3" 15'-5" 14'-l" 13'-T 17-4' 11'-8" 11'-1" 10'-7" 10'-2" nla
Wind Downward 18'-8" 16'-4" 14'-9" 13'-7" 12'-9' 12'-0" 11'-5" 10'-11' 10'-5" 10'-0" n/a
Snow 14'-1" I 13'-1" 1 12'-3' 1 11'-7' 11'-0" 10'-6' 10'-1" 9'-8' 1/2'
3A Inch-0.030"-2.Opcf EPS-0.030"-WITH FAN BEAM INSERT
Applied Pressure for Design Minimum
Loading 10 15 20 25 30 35 40 45 50 55 Panel Slope
Type (Per Foot aF
psf psf pat psf psf psf psf Pat psf psf Projection
Live 19'-10" 15-8" 3/8"
Wind(Upward) 21'-2' 18'-0" 16'-0' 14'-8" 13'-8" 12'-9" 17-1" 11'-6' 11'-0" 10'-T n/a
Wind 19'-10" 1r-4' 16-8" 14'-5" 13'-6" 17-8" 12'-0" 11'-5" 10'-11" 10'-6"
Downward nla
Snow 14'-11" 13'-9" 12'-11" 12'-2" 111-61 11'-0' 10'-6" 10'-2' VT
425 inch-0.030"-2.Opcf EPS-0.030"-WITHOUT FAN BEAM INSERT
Applied Pressure for Design Minimum
Loading 10 15 20 25 30 35 40 45 50 55 Panel Slope
Type Pal Pal psf psf psf Pal Pelf Pat pal psf (Per Foot of
Projection)
Live 22'-11" 18'-3" 3/8"
Wind 23'-0' 21'-4" 19'-2" lr-6" 16'-3" 15'-4" 14'-6" 13'-9" 13'-3" 12'-8"
U ward n/a
Wind 27-11" 20'-1" 18'-3" 1W-10" 15'-9" 14'-11" 14'-2" 13'-6' 13'-0" 12'-6"
Downward n/a
Snow 1T-7" 16'-3' 15'-3" 14'-5" 13'-7" 17-10" 17-2" 11'-8" 1/2"
425 inch-0.030"-2.Opcf EPS-0.030"-WITH FAN BEAM INSERT
Applied Pressure for Design Minimum
Loading 10 15 20 25 30 35 40 45 50 55 Panel Slope
Type pat pef psf psf pef psf psf psf Psf Psf (Per Foot t Projection)
Live 23'-0" 191-Y Wind 3I8"
Upward 23'0' 27-5" 20'-0' 18'-4° 17'-0" 15-11" 15'-i" 14'-4' 13'-9" 13'-2" n/a
oWind rd. 23'-0" 21'-0" 19'-3" 17'-9' 16'-7" 15'5" IN-61 13'-8' 13'-0" 17-5" n/a
Snow 1 1 17'-11" 16'-2" 14'-10" 13'-9' 12'-11" 12'-3" 11'-7' 11'1" 1/4"
S.I.Units:1 inch=25.4 mm,1 psf=47.9 Pa,1 pcf=16 kg/m3
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�EsEVALUATION REPORT Numbeta`
: 505
rM Originally Issued: 0 3131/2 0 1 7 Valid Through: 04l3012018
NOTES TO SPAN TABLES 2 AND 3:
1.0 The Applied Pressure for Design values shown in the tables are"equivalent''uniform ASD loads.Consideration shall be
given to load combinations in the applicable code,and site specific conditions such as drifting and sliding snow.When the
Applied Pressure for Design is identified for each Loading Type,the corresponding spans are compared and the shortest
allowable span is used for the proposed application.
2.0 Panel spans are based on a maximum temperature differential between the two panel skins of 10 degrees Fahrenheit,as
would typically occur for panels installed over unheated exterior spaces.
3.0 Maximum fastener spacing shall be 12 inches.Closer spacings may be required for specific loading conditions,such as
wind uplift.Fasteners for beam and wall supports shall be#14 SMS with 1.0 inch(25.4 mm)O.D.plate washer and
neoprene insert.Length of fastener shall be at least 1 inch(25.4 min)longer than the thickness of the roof panel.Allowable
pull through capacity for the specified fastener is 110 lbf.The design of the fastener connection to the supporting structure,
including determination of connection strength to support member,is outside the scope of this report.
4.0 Minimum panel slopes are based on panel deflection due to the maximum tabulated uniform loading.Panel slope shall be
increased where necessary to accommodate possible increased deflections due to irregular or increased loading conditions
where installation of accessories causes damming of water and prevents drainage.
5.0 When panels without an internal fan beam are subject to maintenance loads(as defined in the 113C),maximum span shall
be limited to 22 ft-4 in(6.8 m)for the 3.0-inch and 3.5-inch panels,and 23 ft-0 in(7 m)for the 4.25-inch panels,or that
indicated in the span table,whichever is less.When panels with an internal fan beam are subject to maintenance loads,
maximum span shall be limited to 23 ft-0 in(7 m)for the 3.0-inch and 4.25-inch panels,or that indicated in the span table,
whichever is less.
6.0 Allowable spans for a given panel thickness are acceptable for use with thicker panels of the same construction.
Extrapolation of allowable spans to longer spans for thicker panels is prohibited.
7.0 The maximum cantilevered cave projection of the roof system is 24 inches or as shown in the design documents.
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