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Home My WebLink AboutPATIO-19-2427 " , � 'P f erT( NO• Patio 17 2427 City of Arcadia, CA ,�� i,a a ,�„a„ a � � ,� s If Development Services Department r �” " PermftType Patio a' :, r ,n }�p ,.,..� ( Din �"w , ,tnjt,Ty a" 240 West Huntington Drive,Post Office Box 600211 0 c -R Arcadia,CA 91066-6021 �f � � ,j 1 11,:C' `l '' S—%Work Clossific tion,Patio (626)574-5416 Ai� ° , � i4� ^ PermitStdtus Issued A CADIA. ,Issue Date 12 03 2019 : . ' 0m; � Expiration: Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 2018 S SIXTH AVE Arcadia,CA 91006-4843 5791020013 si Contacts TOMMY ONG Owner TRADER DAN'S INC DBA ROOMS N Contractor, 2018 5 6th AVE,Arcadia,CA 91006 COVERS ETC* • (626)674-4330 840 S ROCHESTER AVE C,ONTARIO,CA '"- (909)390-0555 517575 -.....:........:,4.IC.....k4,,,,,...,,',...,,,,VVIIIIih.t.CIA.,,,,,,IIIICA,ss\IANI,,,,,,,,TMINI^, CL‘,•WItel'IlliaN,II.,IIIII,NI:\WAII,IF,04.4,II,II,0,,,,,r,%,LII,at&s.,,II.RI,4KV,,,,,VESs\‘,wr 1,,,,,,,,,,,tows.,,,, .\%,ftv...,,'...wv.v.susn ue,,,ftxtftwAvro-at Tnj Description:ATTACHED COVERED PATIO AT REAR OF HOUSE 1 Valuation: $ 13,048.00 Tenant 20'X28' Total Sq Feet: 560.00 Plan Check# Plan# ,. Fees Amount Payments Amount Paid Building Issuing Fee $47.01 Total Fees $557.65 Building Permit Fees $304.05 Cash/Receipt#REC-03247-19 $557.65 Building Plan Review Fee $197.64 Green Building Standard $1.00 Amount Due: $0.00 Solid Waste Management Fee $6.25 Strong Motion Inst.Program Res $1.70 CiPLEiED Total: $557.65 _ i' colpI i_d-7.47 . CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message /-1 3 L—(2171 � requesting the address,timeframe and what inspection item is needed. 'VM a 1 '_I This permit/plan review expires by time limitation and becomes null and void if the work authorized by the permit is not commenced within 180 days from the date of issuance or if the permit is not obtained within 180 days from the date of plan submittal.This permit expires and becomes null and void if any work authorized by this permit is suspended or abandoned for 180 consecutive days or if no progressive work has been verified by a City of Arcadia building inspector for a period of 180 consecutive days. 4 • . December 03, 2019 Issued By: Date December 03,2019 Page 1 of 1 A OF AR 4 puu Rye', CI 11111610PS 17 PERMIT/PLAN REVIEW APPLICATION o -40-ii ., Development Services Department,240 West Huntington Drive,Post Office Box 60021 mo4i.,°I it's Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173 City of Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: Chapter 9(commencing with Section 7000,of Division 3 of the Business and Professions Co and my license is in full force anAaffect. ❑ I have and will maintain a certificate of consent to self-insure for workers' icense Class Lice. ... 7S7 Exp. Date�(3 a Pcompensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Signature of Contractors i)/ n y OWNER-BUILD a!;+r ! i have and will maintain workers'compensation insurance,as required by Section ❑ I hereby affirm under penalty o perj ry that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrierw demolish,or repair any structure,prior to its issuance,also required the applicant for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less) 7000) of Division 3 of the Business and Professions Code)or that he or she is exempt there from and the basis for the alleged exemption. Any violation of Li I certify that in the performance of the work for which this permit is issued,I shall Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): 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 ❑I, as owner of the property, or my employees with wages as their sole forthwith comply with those provi ': . compensation,will do the work,and the structure is not intended or offered for sale(Section 7044,Business and Professions Code:The Contractors License Date 1/1J 7/0 Signe` Law does not apply to an owner of property who builds or improves thereon, 11 or who does such work himself or herself or through his or her own employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful, sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation, did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and attorney's fees. ❑I, as owner of the property, am exclusively contracting with licensed - contractors to construct the project(Section 7044,Business and Professions Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon, and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). ❑ I am exempt under Section 7044,Business and Professions Code,for this reason: Lender's Name Date Signature Lender's Address IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO 1HL+ CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: 1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909)396-2000 for further information.at ame �U �J j 4-/-4,./t76 Title 46-6‘1, JNAME I certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner. I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of Arcadia to enter u s on the above-mentioned property for inspection purposes. ' ) i&/C/ff Signatu dorDate to � � ) ;4;•0'.: ''':-,k • pl `p. AFFIDAVIT SELF,CERTIFICATION FOR COMPLIANCE OF SMOKE ALARMS AND CARBON MONOXIDE ALARMS Property Address: Z-p 1Z C. 6111 Il\J/vtri;A KcA 0.1 A, c. g i..sa( Permit Number: pone)-(q - 24 :7 Brief Job Description: AT AC tf COVC-Ce0 77ATp Number of smoke alarms installed: g Number of carbon monoxide alarms installed.: 2 . . When alterations, repairs or additions requiring a permit occur, or sleeping rooms are created, SmOke alarms shall be installed in each sleeping room, and outside each separate sleeping area in the immediate vicinity of the bedrooms, and on each additional story of the ;dwelling, including basements and habitable attics as required by Section R314 of the 2016 California Residential Code (CRC)and California Health and Safety Code Section 13113.7. For dwellings or sleeping units containing fuel burning appliances or having attached garages, carbon .monoxide alarms shall be installed outside each separate sleeping area in the immediate vicinity of the bedrooms, and on each additional story of the dwelling, including basements as required by Section 8315 of the of the 2016 California Residential Code (CRC). Multi-purpose alarms (combination carbon monoxide and smoke alarms) may be used. All alarms shall comply With requirements for listing and approval by the Office of the State Fire Marshal. htto://osfm.fire.ca,oov1licensinglistings/licenselistinq brill searchcotest.php As owner of the above referenced property, I hereby certify that the smoke alarms and carbon monoxide alarms havebeen installed in accordance with the manufacturer's instructions and in compliance with the code sections referenced above. . I declare under penalty of perjury that the foregoing is true and correct, and that this declaration was executed on (Date) I�i 31�:t2 at Arcadia, Catif•.rnia. Owner's Name (printed/typed): 11/ M r/ 1 Owl Signature of Owner:__ W--- This affidavit must be returned to the City of Arcadia inspector prior to final inspection '?,- A.I.1 i.,.I 4.,,,..: Guest Room Li 10 0 lintliroun L) 1 IS maStorage _ _ ( ' r 1 _ tran)11S. ROOM gm* . • , MEI . Garage • " ' FIRST FLOOR PLAN • C.- re SMOKE ALARM U CARBON MONOXIDE PLARM _ Jim to sir Bath - 0 Master Betironin ......, Dining ilonin Kitchen a.... • . iw :NI Bail r-• ip • Closet Hall G u .. , .--..--,---.1-'rei,, i Closet -v. - ----- Clot 1 •77, _ --------------------- Family Room C Bedroom -------' iledroom SECOND FLOOR PLAN Ci .4 Sitli*KE ALARM1:1,, E.- CARBON MONOXIDE ALARM U OWNER ,err22n2. ADDRESS ;oat); Y/7 i))/ CITY .- CaCy°P� ZIP ?/606) PHONE 62(0 ' _7 � LOT NO. TRACT APN 5-7(9/00-40/?3 CONTRACTOR jj�� ROOMS N' COVERS PROPOSED ADDITION(S) 5 2 1 7/3 840 S ROCHESTER AVE#C ONTARIO, CA 91761 PD<>C 20/ 5DC((,j �� LIC. B-517575 909-390-0555 `m 9 ,x fO ( h. WORK COMP ICW GROUP /0b , k. WSA5000386-07 EXP6/14/2020 : 75 cif 1190d4 : 5190 13, % lrf c 2� Carl Putnam P.E. • • 3441 Ivylink Place • Lynchburg,VA 24503 • • Carl Putnam,. P.E�. April 26, 2018 Heath Morgan Amerimax Exterior Home Products 28921 US Hwy 74 Romoland, CA 92585 Dear Heath: This letter is in response to your question about the BeamLyft system. This cover's construction is governed by ICC ESR 1398 with the exception of the BeamLyft system used. in place of the steel brackets shown in Details L3, N18 and BI. It is acceptable to use the BeamLyft system as an alternative to the steel brackets. All other details must comply with ICC ESR 1398 and the BeamLyft plans. If you require further information please contact me at(434)384-2514 or at carlputnam(c.comcast.net. Sincerely, RFL Carl Putnam, P.E. (PFESSio PUT,yq�•yc,1 C68139 EXP.6130/2021 yt �TFoFcpo-c" rP; Digitally s i gAe d by Carl Date: 2019.05.31 ,7` fKf� 08:56:03 -04'00' +{ A 4 � ,5 �, ;1`‘ 1UA #i l t� p0#trTfi }� ws v4,•T "^..Xa a;.`,aL'°.X:��ni a dl*,--4.. .1n'11.., x. x.. fi o Originally Issued: 03/31/2017 Revised: 05/02/2019 Valid Through: 04/30/2020 DURALUM PRODUCTS,INC. 2.7 The Structural Panels recognized in this report are 2485 Railroad Street produced by Duralum Products in Corona,California. Corona, California 92880 3.0 PRODUCT USE (951)736-4500 WirtiV.duralurn.com 3.1 Design: Durapanel Structural Panels are designed to support gravity loads, and positive and negative transverse DURAPANEL STRUCTURAL PANELS FOR wind loads only. The allowable spans shown in Tables 2, PATIO COVERS and 4 of this report are based on application of total Allowable Stress Design (ASD) loads. The load CSI Section: combinations defined in the IBC for ASD shall be used to 07 41 13 Metal Roof Panels determine the design loads to apply,which shall be less than 07 44 33 Metal Faced Panels those tabulated for the panels. The design loads shall also consider the structural provisions of IBC Appendix I and 1.0 RECOGNITION IRC Appendix H. Duralum Products Inc. Durapanel Structural Panels have Designs incorporating the panels shall consider fastening been evaluated for use as roof panels for residential patio requirements,and shall be prepared by a design professional covers described in Appendix I of the IBC and Appendix H using the design parameters outlined in this report.Fastener of the IRC. The physical, structural, and installation spacing shall be adequate to secure the panel against uplift. properties of the Durapanel Structural Panels have been Pull-through capacity for the fasteners installed in the panels evaluated for compliance with the following codes and is 110 lbf(489 N)each. regulations: 3.2 Installation: • 2015 and 2012 International Building Code®(IBC) • 2015 and 2012 International Residential Code®(IRC) 3.2.1 Installation General: Durapanel Structural Panels • 2016 California Building Code® (CBC) — Attached shall be installed in accordance with the details for the patio Supplement enclosure or patio cover system on which they are used.The • 2016 California Residential Code®(CRC) —Attached panels shall be installed with their edges parallel to the slope Supplement direction of the roof.Panels with a fan beam shall be installed with the beam on the bottom side of the panel. The panel 2.0 LIMITATIONS bearing width shall be minimum 1 inch (25.4 mm) wide by the width of the panel. Fasteners shall be spaced in Use of the Durapanel Structural Panels recognized in this accordance with the design details and at maximum 12 inches report is subject to the following limitations: (305 mm)on center. 2.1 Use of the Durapanel Structural Panels shall comply with 3.2.2 Fasteners:The panels shall be fastened using#14 SMS the applicable codes, the manufacturer's published corrosion resistant screws. The screws shall be topped with installation instructions, and this report. Where conflicts 1-inch (25.4 mm) O.D.plate washers with neoprene inserts. occur in the provisions of these documents, the more The screws shall be minimum 1-inch (25.4 mm)longer than restrictive shall govern. the panel thickness to penetrate through the panel and into the structural holding member below. 2.2 Use of the panels to resist racking shear as part of the lateral load resisting system is out of the scope of this report. 3.3 Roof Fire Classification: The panels comply with IBC Sections 1505.1 and 1505.3 as Class B roof assemblies,based 2.3 The panels shall be installed at a minimum panel slope in on testing in accordance with ASTM El 08. accordance with the allowable span tables in this report. 4.0 PRODUCT DESCRIPTION 2.4 The panels are for use under simple-span support conditions. Multi-span support of the panels is outside the Durapanel Structural Panels for Patio Covers are sandwich scope of this report. panels consisting of aluminum skins (facers) that are adhered to expanded polystyrene(EPS)foam plastic cores. 2.5 Designs using the panels shall be submitted to the The aluminum skins are the same on the top and bottom of building official for approval. the panels. 2.6 Under the IBC the panels are recognized for use in Construction Type V-B. a. oninodert IE The product described in this Uniform Evaluation Service(UES)Report has been evaluated as an alternative material,design or method of construction in order to satisfy and comply with the Intent of the provision of the code,as noted in this report,and for at least equivalence to that prescribed in the code in quality,strength,effectiveness,fire resistance,durability and safely,as applicable,in accordance with IBC Section 104.11.This document shall only be reproduced in its entirety. ANSI ©2019 by International Association of Plumbing and Mechanical Officials.All rights reserved.Printed in the United States. Ph:1-877-41ESRPT•Fax:909.472.4171 ANSI web:www.uniform-es.otg•4755 East Philadelphia Street,Ontario,California 91761-2816—USA (Sones 17085 Page 1 of 7 Product a an ei.Body fig. f� s�" 'RtPRt ,__ s ; & i�V��.�A�1�,0��tal3��w '` ci. ; \.?® Originally Issued: 03/31/2017 Revised: 04/xx/2019 Valid Through: 04/30/2020 The panels are 2.0, 3.0, 3.5, 4.25, or 6.0 inches thick (51 5.0 IDENTIFICATION mm, 76 mm, 89 mm, 108 mm, 152 mm),nominally 4 feet (1.2 m)wide, and are available in various lengths up to 24 Durapanel Structural Panels are identified by the Duralum feet 7.3 m)for use at a maximum simple-span of 23 feet Products Inc. name and address, the panel thickness, the aluminum facer thickness,the density of the EPS foam core, (7 m). Some of the panels have aluminum beams(as shown and the evaluation report number (ER-505). Identification in Table 1 of this report)in the middle of the panel width, shall also include the IAPMO Uniform Evaluation Service which are used as reinforcement to support ceiling fans.The Mark of Conformity. Either Mark of Conformity as shown panel edges interlock as shown in Fiaure 1 of this report. below maybe used: 4.1 Facer Material The facer skins are aluminum sheets conforming to ASTM IAP M B209. The sheets are 0.024-inch-thick (0.610 mm), 3105- 0 H26 aluminum for the 1.0-pcf (16 kg/m3) nominal-core- ES density, 3.0-and 3.5-inch-thick(76 mm and 89 mm)panels without reinforcing fan beams. The sheets are 0.024-inch- ® or thick(0.610 mm), 3105-H254 aluminum for the 1.0-pcf(16 IAPMO UES ER-505 kg/m3)nominal-core-density, 3.0-inch-thick(76 mm)panels with reinforcing fan beams, and the 2.0-and 4.25-inch-thick 6.0 SUBSTANTIATING DATA (51 mm and 108 mm)panels without reinforcing fan beams. The sheets are 0.030-inch-thick (0.762 mm), 3105-11254 6.1 Documentation in accordance with the ICC-ES aluminum for the 2.0-pcf(32 kg/m3) nominal-core-density, Acceptance Criteria for Sandwich Panels (AC04) - 3.0- and 4.25-inch-thick(76 mm and 108 mm)panels, with Approved February 2012,editorially revised July 2015. and without reinforcing fan beams. The sheets are 0.030- inch-thick(0.762 mm), 3105-H26 aluminum for the 2.0-pcf 6.2 Reports of strength testing for roof panels in accordance (32 kg/m3) nominal-core-density, 6.0-inch-thick (152 mm) with ASTM E72 including transverse and concentrated load panels, without reinforcing fan beams. See Table 1 of this testing. report for details. 6.3 Reports of fire testing of roof coverings in accordance 4.2 Core Material with ASTM E108. The core material is preformed EPS foam plastic insulation 6.4 Reports of room fire testing in accordance with UL1715. board complying with ASTM C578 specifications. Type I EPS is used for the nominally 1.0-pcf(16 kg/m3)foam-core- 6.5 Test results are from laboratories in compliance with density panels. Type IX EPS is used for the nominally 2.0- ISO/1EC 17025. pcf(32 kg/m3) foam-core-density panels. The EPS boards have an ASTM E84 flame spread index of 25 or less, and a 7.0 STATEMENT OF RECOGNITION smoke-developed index of 450 or less. This evaluation report describes the results of research 4.3 Adhesive carried out by IAPMO Uniform Evaluation Service on Duralum Products Inc. Durapanel Structural Panels for The adhesive used to bond the aluminum facers to the EPS Patio Covers to assess their conformance to the codes foam plastic core is moisture-cured urethane adhesive as shown in Section 1.0 of this report and documents the specified in the manufacturer's quality manual. product's certification.The Structural Panels are produced at locations noted in Section 2.7 of this report under a 4.4 Fan Beam quality control program with periodic inspection under the supervision of IAPMO UES. Fan beams are 1.5-inch by 3.5-inch(38 mm x 89 mm),ASTM B429,extruded aluminum-alloy structural tubes,and are used to reinforce the panels. The minimum tube wall thickness is 0.080 inch (2.03 mm). The fan beams run the length of the panel on the bottom side,and are centered on the panel width. Fiaure 2 of this report contains additional fan bean details and dimensions. Page 2 of 7 Le•t. K 4 t- , ,. t"� ti .�• 2�?fv�-�ri -;- �.}"""`pt" .+ is „ #s.,. _' ` f t i �H `' P 0 ' �'1krbf s r .. ..3 ,*4.t ‘+4: '139a1✓.t.J.....;.,„ .L ,,,,.a"i�i4• .3�7A �,. �'.�,.c.. Sx." .•a [w ,mT,`SR�I�A".r.« J' ® Originally issued: 03/31/2017 Revised: 04/xx/2019 Valid Through: 04/30/2020 Brian Gerber,P.E.,S.E. Vice President,Technical Operations Uniform Evaluation Service j!„1/ 401 /�Ye , Richard Beck,PE,CBO,MCP Vice President,Uniform Evaluation Service GP Russ Chan y CEO,The IAPMO Group For additional information about this evaluation report please visit wwm.uniform-es.or;or email us at infofahuniform-es.org Page3of7 • �. rL 5 p" p Y' %.7.1, 77.-','F.:.:!) .^r Y 1`5- kl.'3"1 k R n54 t i �r i ' be - � 5 5AAROi1Kanrri u a }i2,,,,:',,k-,%,,,A,„; t' LTYEPRT it n .,` . U.t "s. , . $.. - .:Tetasu.s i'e. W-,t. ec*r {„� .- • `® Originally Issued: 03/31/2017 Revised: 04hoc/2019 ValidThrough: 04/30/2020 TABLE 1-Aluminum Facer Alloy,Temper,and Thickness Panel Nominal Skin Thickness Foam Density Fan Aluminum Thickness (in) (pcf) Beam Alloy-Temper (in) 2.0 1.0 pcf No 3105-H25 4 0.024 3.0 1.0 pcf No 3105-H26 0.024 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 3105-H25 4 0.024 3.0 2.0 pcf No 3105-H25 4 0.030 3.0 2.0 pcf Yes 3105-H25 4 0.030 4.25 2.0 pcf No 3105-H25 4 0.030 4.25 2.0 pcf Yes 3105-H25 4 0.030 6.0 2.0 pcf No 3105-H26 0.030 S.I. Units: 1 inch=25.4 mm, 1 psf=47.9 Pa, 1 pcf= 16 kg/m3 1'Neoprene flasher -, Pane!Edge Interlock ._No.I4 SMS Corrosion \ \ Resistant Screws // 1 ' - // / r ` / tr / • 1 C r 2, 7 /// / r,, 'Z ' t / , •/ / ,� i i-1 0.0934-11-i0-0934 ',/,,,,/,' i „ 1,--;-;://./'-.., ';./,'',-. -Supporting Framing Screws shall be&wen- 1.5000 0.0800 through the panels and :./ 0.0800 protrude 1 inch : { ----R0.0200 nm L p OAST' I R0.0200 (27;32� ....... 000 3.5 � y 0.788' L- 0.295 j 1 R r 19,321 C___0.670" 121`,.2! hs:321 �� i } FIGURE 1-PANEL EDGE PROFILE INTERLOCK FIGURE 2-FAN BEAM EXTRUSION PROFILE Page 4 of 7 .,^:, 10.F y. 7 .k 4 `..er : ++f 43` �# rte' ^a`.a",.,y*".-,----,.. .,--,r,)-+-•--o+1,- 4 e. 1. L )rALUATIO R � '-",".%4 fhy.'i t} + ,GyL,,� �,,a.v,,,x `� "!r505 i',".. ',<ya zt-,c.. f c. --1-. x...' yx i�r;aiR�..S_ i .q'r f t ,... t 5,r tt• �T,.fi-,'a..'--,,„24''''''T- �, K''' , •fi.- �-*.r � -,.:,rxnw:+„w...;n, r �.�vnaayswr.sr:- °a. f•e x ..arrv.- a .n 'mss...: � � �' "° ® Originally Issued: 03/31/2017 Revised: 04/x,1;/2019 Valid Through: 04/30/2020 TABLE 2-ALLOWABLE SPAN TABLES FOR 1.0 PCF EPS AND 0.024-INCH-THICK FACINGS 3.0 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 16'-0" 12'1" 3/8" Wind 17'-0" 14'-3" 12'-6" 11'-3" 10'-4" 8'-10" 7'-9" 6-10" 6-2" 5-7" n/a (Upward) Wind 16-0" 13'-8" 12'-1" 11'-0" 9'-10" 8'-6" 7'-5" 6-8" 6-0" 5'-5" n/a (Downward) Snow 11'-4" 10'-2" 9'-3" 8'-6" 7'-5" 6-8" 6-0" 5'-5" 1/2" „ 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 (Per Foot of psf psf psf psf psf psf psf psf psf psf • Projection) Live 17'-6" 13'-4" 3/8" Wind 18'-7" 15'-7" 13'-9" 12'-5" 11'-5" 10'-7" 9'-9" 8'-8" 7'-10" 7'-1" n/a (Upward) Wind 17'-6" 15-0" 13'-4" 12'-2" 11'-2" 10'-5" 9'-6" 8'-5" 7'-7" 6-11" n/a (Downward) Snow 12'-6" 11'-3" 10'-3" 9'-6" 8'-11" 8'-5" 7'-7" 6'-1" 1/2" 3.50 inch-0.024"-1.0pcf EPS-'0.024"-WITHOUT FAN BEAM INSERT Loading Applied Pressure for Design Minimum 10 15 20 25 30 35 40 45 50 55 Panel Slope Type psf (Per Foot of p psf psf psf psf psf psf psf psf psf Projection) Live 17'-8" 13'-0.. 1/4.. Wind 18,-10" 15'-9" 13'-7" 12'-1" 10'-6" 9'-0" 7'-10" 6'-11" 6'-3" 5'-8" n/a (Upward) Wind 17'-8" 14'-11" 13'-0" 11'-9" 10'-0" 8'-7" 7'-6" 6'-8" 6-0" 5'-6" n/a (Downward) Snow 11'-8" 10'-6" 9'-7" 8'-7" 7'-6" 6-8" 6-0" 5'-6" 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" Wind 20'-0" 16-11" 14'-7" 13'-0" 11'-10" 10'-11" 10'-3" 9'-7" 8'-11" 8'-1" n/a (Upward) Wind 19'-4" 16'-0" 14'-0" 12'-7" 11'-6" 10'-8" 10,-0" 9'-5" 8'-8" 7'-10" n/a (Downward) Snow - 12'-6" 11'-3" 10'-3" 9'-6" 8'-11" 8'-5" 8'-0" 7'-8" 3/8" S.I.Units:1 inch=25.4 mm,1 psf=47.9 Pa,1 pcf=16 kg/m3 . Page 5 of 7 -4,-,‘„,.,::-.7 a� ; y., ..Gar „'r,1+�, trm r. ,1�tr -a�; w,` n;`y.�y. .yt, •n,+-ayy,,�t„�r '-,�- r ",V .. �' oC +-.0 •.;.4. z' , A't' u'',S'. �..?. .. 44 pi q., 9 4 4 =/AL1 ' `TIONI; - PQRTV-; 4&f .3 9 e� , 1 & 505 ,,,,:;,11:7 .'E.-.,.4t;.:ea�,.....,.,. 3i,..m �::.-'»ePdrcC!.Ott. ..a "ws�:w. «,�;.[nis� xa+K'�',xr•s... 'ti,'� °� � : s�'., �..d..�...�.f . me �, Originally Issued: 03/31/2017 Revised: 04hod2019 Valid Through: 04/30/2020 TABLE 3-ALLOWABLE SPAN TABLES FOR 2.0 PCF EPS AND 0.030-INCH-THICK FACINGS 3.0 inch-0.036"cri,2 Opcf.EPS-0.030"-WITHOUT FAN BEAM INSERT ."1} "s.',.�i ' Applied Pressure for Design Minimum Loading , i. v.r, Panel Slope Type l :1119j 15 20 25 30 35 40 45 50 55 (Per Foot of :R:50 I psf psf psf psf psf psf psf psf psf Projection) Live ,I 1 iii 8 s81', '... 14'-9" 3/8" (Upward)U `;)020;rini,,t 17-3" 15'-5" 14'-1" 13'-1" 12'-4" 11'-8" 11'-1" 10'-7" 10'-2" n/a Wind j 1'8,'8" 16'-4" 14'-9" 13'-7" 12'-9" 12'-0" 11'-5" 10'-11" 10'-5" 10'-0" n/a (Downward) Snow - ,',1 14'-1" 13'-1" 12'-3" 11'-7" 11'-0" 10'-6" 10'-1" 9'-8" 1/2" 3.0 inch-0.030"-2.0pcf EPS-0.030"-WITH FAN BEAM INSERT Applied Pressure for Design Minimum LoadingSlope Type 10 15 20 25 30 35 40 45 50 55 (Pee Foot of psf psf psf psf psf psf psf psf psf psf Projection) Live 19'-10" 15'-8" 3/8" Wind 21'-2" 18'-0" 16-0" 14'-8" 13'-8" 12'-9" 12'-1" 11'-6" 11'-0" 10'-7" n/a (Upward) Wind 19'-10" 17'-4" 15'-8" 14'-5" 13'-6" 12'-8" 12'-0" 11'-5" 10'-11" 10'-6" n/a (Downward) Snow 14'-11" 13'-9" 12'-11" 12'-2" 11'-6" 11'-0" 10'-6" 10'-2" 1/2" 4.25 inch-0.030"-2.0pcf EPS-0.030"-WITHOUT FAN BEAM INSERT Applied Pressure for Design Minimum LoadingSlope 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 22'-11" 18'-3" 3/8" Wind 23'-0" 21'-4" 19'-2" 17'-6" 16'-3" 15'-4" 14'-6" 13'-9" 13'-3" 12'-8" n/a (Upward) Wind 22'-11" 20'-1" 18'-3" 16-10" 15'-9" 14'-11" 14'-2" 13'-6" 13'-0" 12'-6" n/a (Downward). Snow 17'-7" 16'-3" 15'-3" 14'-5" 13'-7" 12'-10" 12'-2" 11'-8" 1/2" 4.25 inch-0.030"-2.0pcf EPS-0.030"-WITH FAN BEAM INSERT Applied Pressure for Design Minimum LoadingSlope Type 10 15 20 25 30 35 40 45 50 55 (Pee Foot of psf psf psf psf psf psf psfsf p psf psf Projection) Live 23'-0" 19'-3" 3/8" Wind 23'-0" 22'-5" 20'-0" 18'-4" 17'-0" 15'-11" 15'-1" 14'-4" 13'-9" 13'-2" n/a (Upward) Wind 23'-0" 21'-3" 19'-3" 17'-9" 16-7" 15'-5" 14'-6" 13'-8" 13'-0" 12'-5" n/a (Downward) Snow ""` 17'-11" 16'-2" 14'-10" 13'-9" 12'-11" 12'-3" 11'-7" 11'-1" 1/2" 6.0 inch-0.030"-2.0pcf EPS-0.030"-WITHOUT FAN BEAM INSERT Applied Pressure for Design Minimum LoadingSlope Type10 15 20 25 30 35 40 45 50 55 paneloot psf psf psf psf psf psf psf psf psf psf (Per Foot Projection) Live 23,-0.. 23'0.. 3/8" Wind 23'-0" 23'-0" 23'-0" 22'-9" 21'-1" 19'-10" 18'-7" 17'-6" 16-7" 15'-10" n/a (Upward) Wind 23'-0" 23'-0" 23'-0" 21'-8" 20'-4" 19'-1" 17'-11" 16'-11" 16-1" 15'-5" n/a (Downward) Snow 22'-2" 20'-0" 18'-5" 17'-1" 16'-0" 15'-2" 14'-5" 13'-9" 1/2" S.I.Units:1 inch=25.4 mm,1 psf=47.9 Pa, 1 pcf=16 kg/m3 Page 6 of 7 ama-'-.--v-*, ,. F....r*-:7"`,.::;„--,:r, P.s.:.•-:,:' a.+.w.rrC.»..�a# ,...x;.i..A....,,.el.Y-.,.�..r„.n„.'aaMw.—,i`,, i.,;. _k..;..•uw � ; g � h ,w,,,,,,,-,,'„:1...- E �, _ REPORT ;