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HomeMy WebLinkAboutROOF-18-1789 q ti 's k '" Ax 'PemrtNo ROOF 181789 . 4 .N! City of Arcadia, CA *cu Yf� 1 fy'" / i tT as / M i y ,4 �-C'4 z" s ' ' S VE fri^� �E' w � v ' K n 6. 4 a Development Services Department 3t t it �' ' 6- r `y' " k,.+, w 4�eterrmrtType'l.Roof*. `w/ .^ 240 West Huntington Drive,Post Office Box 60021 r„.x s $3 ,) ; " Je � 1! °,I Arcadia,CA 91066-6021 t _ c.. a "- f f cl Lk_t tWork Classs'�cobon Reroof'Resldentlals i ••j (626)574-5416 t t ' 's� r s : ;H ,Permltstatus Issued' ARCAD IAIssue Date 10/01/2018. Expiration: 03/30/2019 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 235 Hillgreen PL Arcadia,CA 5765011015 Contacts CHEN,HENRYT AMBER W TRS H T AND A Owner LA SOLAR GROUP INC` Contractor i. W CHEN TRUST 16238 RAYMER ST B,VAN NUYS,91406 235 HILLGREEN PL (818)455-9293S Description:T/0 AND REROOF HOUSE AND GARAGE WITH : Valuation: S 30,000.00 Tenant e BORAL SAXONY SHAKE 900,CHARCOAL BROWN BLEND OVER EXISTIN SHEATHING,HOA APPROVAL ATTACHED,CALCS Total Sq Feet: 0.00 Plan Check# Plan# ATTACHED -.. .. , Fees Amount Payments Amount Paid Building Issuing Fee $44.35 Total Fees $602.10 Building Permit Fees $551.50 Cash/Receipt#REC-002438-2018 $602.10 Solid Waste Management Fee $6.25 Amount Due: $0.00 Total: $602.10 - SYr*n r') /o•/t?•/8 FNA– 3.22 •/4 8'— Qvl2[44s -/g2,cocrr.icj 1.0. 19 . h5-71, tOMPLEtED CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message requesting the address,timeframe and what inspection item is needed. 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. October 01, 2018 Issued By: Date October 01,2018 Page 1 of 1 ,F A• c.i,}vuq,i,t �. PERMIT/PLAN REVIEW APPLICATION E7 °>::Fa %412007,- Development Services Department, 240 West Huntington Drive,Post Office Box 60021 Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173 City of Arcadia • LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION IiiiI 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 Code,and my license is in full force and effect. have and will maintain a certificate of consent to self-insure for workers' icense Classe-tpt ell/ License r o. - `f il Exp. Date i130/2a ` ompensation, as provided for by Section 3700 of the Labor Code, for the C.-'11 / /, I, performance of the work for which this permit is issued. t 1 Signature of Contractor OWNER-BUILDER DECLA' • 1lt Nio 'I have and will maintain workers'compensation insurance,as required by Section ❑ I hereby affirm under penalty of perjury tha 4 empt from the Contractors 8700 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 wo kers'compensation7insurance carver and policy numbers are: Code.My city or county which requires a permit to construct,alter,improve, (farrier Stal-e '41+mil' demolish,or repair any structure,prior to its issuance,also required the applicant I W 2��'rf la- for such permit to file a signed statement that he or she is licensed pursuant to the olicy Number T is section need not be completed if the permit is for one hundred dollars or less) provisions of the Contractors License Law(Chapter 9(commencing with Section 7000)of Division 3 of the Business and Professions Code)or that he or sheis exempt there from and the basis for the alleged exemption. My violation of © 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 of employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): i dompensation Laws of California,and agree that if I should become subject to the orkers'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 provisions. compensation,will do the work,and the structure is not intended or offered for r�, sale(Section 7044,Business and Professions Code:The Contractors License Dare RW/��/1 Signature / Law does not apply to an owner of property who builds or improves thereon, 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(I)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 ' t' +i :q '" ' . 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 THE 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. /[rilfy e Ls,n y/n Title PR.' NAME I 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. Plagree to comply with all City ordinances and State La.s relating to building construction. I hereby authorize representatives of the City of Arcadia to enter upon the abo d n ''ned propert : inspection purposes. (' 'Sinature // Date r0/�(//p A • nn ENGINEERING 2207 Merced Ave Tel:(213)725-8011 South El Monte,CA.91733 Fax: (213)769-8656 Client: Piemier Roofing and Building Co. Ine. September 14,2018 1331 N Dynamics Si,Anaheim,CA 92806 714-573-0155 Subject:Remove existing Calshakes and replace with standard weight concrete tile, Project Address: Single Family Dwelling 235 Hillgreen Place Arcadia CA 91006 Pursuant to your request,wehave reviewed the roof framing of the structure at the above address for structural adequacy for accommodating the proposed new roofing material.The house is conventionally framed.The existing roof is comprised of: Use of Building = S.F.D. Number of Stories= Single Building Area = 2,800 S.F. Year Built = 1960 Construction Type= Type V-B 0°QPOFESS/ptyq� Roof pitch of 5:12,and appear to be in sound condition. P t CalsShakes roofing materials, 7/16"Plywood sheathing, • art, I"x6"Skip Sheathing, 2"x6"Roof Rafters @ 24"O.C.max span 12'-0", 2 2"x8" I1ipNal Beams max span 10'-0", * EC' 2"x4"Continuous Purlin max.span 6'-0" g /3 )J/3 Proposed new roofing materials: d I• E 3 le Capistrano ASTM Felts%Paperlord wenofig ght con reteundeytile @ 9.7 psf. ESR#1900 rgly OF IV \p. ent Conclusion% Calculations show,that existing roofframing members are adequate to support the desired new Eagle concrete tile, If is therefore;our opinion that re-roofing with concrete tile will not compromise the structural integrity of the roof system at the named project address. The determination of the roofs structural integrity is based on visual observation and known mechanical properties of wood.After re-roofing,a small amount of deflection in the rafters may be observed.This. condition is cosmetic only and should not affect the structural integrity of the roof framin�'ist0 Based on our review of the structure we believe that the structure has adegKcte ouia addl �ls, sufficient to resist lateral loads. It is our opinion that the structu te�$�iad�jivat (p,sk�Petn,`hWAeismie loads generated due to the proposed concrete tile. `to aatt'' t\t\�,u�• \ 0 ' s5 Instivetions to Roofer: �x`:A it\\\°\e%tk,i, )un.ttt\ti\v.`ti-ack 0.%.3`1t yob� AP I.Remove and Replace any damaged roof shditlit�n\�riotttd�insialtjfitit �}ne\tfeellidAper.\ 0\0`+5\' 2.Provide 20GA.xI-I/4"metal straps over ridge 4' j •-z'Alec Ricolh� hcRh501. \ 3. Double up existing 2x4 purlins by sistering a new•Pk o'lbe kifehtg,qt Fli•�er\\''detni Sheet SD-2. spogc!'1\.,StUU yi o\1" ''n au, `tUt\o\a:x04 itAN' \O,to c o ,a•�1IN' �� `�l ti DARY ENGINEERING Project Title: 235 H11greeri Place • 2207 Merced Avenue Engineer: Diaa Project ID: 901-113 South El Monte,CA 91733 Project Dela: .Reroofing with conaeletile 213-725.8011' . A 213-291-0778 Dar e�jcn ineeringcyahoo.com Pr ed 1I SEP 2019.iOIbW File=cWserstDIMYA-11DOCUM E-11ENERCA-11235HIL-1.EC6 Project Information. ENERCALC,INC,1983-21314,Bulg6.14.7.31.Ver.6.14.7.31, Project Title :235 Hillgreen Place Description :Reroofing wllti concreletile I.D. :901-18 • Address :, Arcadia, CA 91006 Project.Leader :Dlaa Yasssin• Phone :213-725=8011 Fax 213-29170778' eMail : Daryengineering@yahoo Project Notes pcOiESS(04/41 y40 000 Ynss/4, rn �yc • s No. C056295 A EHp,DEC. 2018 G �l4Jf, C I V 11,,i11P���p� • • °ANY s1RLC*Ufl euaIUURIU SOLUTIOU9 uvuam•a.. Swam wlim 16.91177541 .M mlaaa . c+ru'mnae+mw uv w 1 26 UN. El ••NTINUOUS PURLIN .i \ct- \ E • l V • • a,,,1,,yyyyy����� ;I N. N. . •• I fi CONTINUOUS PURLIN r � \ i Ih� (E)RIOGE LIN • E 29' deII.. V O \ Ej•,e R_RAFTER , (E)RIDGE LINE - /�/ \'N..te. 1, \ \\ . 2T • '. ®2a•O.C. Sr" __CDMTINUDISPURLIIL_ tO \\S \\ • s. alu - F• F a ' Z —,—.dry CONTINUOUS PURLIN _ \\• P /�00 - y 4' \\• UD 'O Q. J IaI 4 tiF. key \ °' l7 w I \ �po ��• \ JT /;" 4-'/0.. . 'msso,. / '� Ce N N. \ / C al z ?e_S F- e KN as W w¢ O EXISTING ROOF FRAMING PLAN N.T.S. n b.rt. 9A1/20I0 MN•u 90140 •N NTS . 114 l oARN • 'Sig UC TORE - eumuecems >owIious 22011/sans TEL zarem" ' MY 2111CCHCC4 (E)2"x6" • RIDGE BR'D , (E)2"x4 N 2"x4"• SD2 PURLIN PURLIN • E) 2"x6" R. R. as @ 24"O.C. • (E) 2"x6" C._JOIST i . @ 16" O.C. • 0• 0 . o, CO t V• J29' . 1 a .Z. . O. a Li . \ SECTIONA-A �m �^ ,ai/ . N.T.S. ,. 0 , °" 9A1/1001 , 901.18 ".T& . . SYLT:0 LI . • 42 r •• DARY ENGINEERING Project Title: 235 Hillgreen Place • . 2207 Merced Avenue Engineer: Diaa Yasssin Project ID: 901-18 1 - South El Monte,CA 91733 Project Descr: Reroofing with conc,etetile P. 6 213-725-8011 213-291-0778 • Daryengineering@yahoo.comPT 11144 14SEP 2015101BAM _ _ _ _ _ _ _ _ _ _ • Rle>all oslDAAYA-11DOCUME-nENERCA-112359IL-1.EC6cMUitl ie $Im Ie Beam ENERCALC, INC.1983-2014,Build:8.14.7.31,Vera.14,7.31 Description Wood Beam Design : -Ri. Rafters Calculations per 2015 NDS,•IBC 2015,CRC 2016,ASCE 7-10 BEAM Size 2x6,Sawn, Fully Braced Using Allowable Stress Design with ASCE 7-10 Load Combinations,Major Axis Bending Wood Species: Douglas Fir-Larch - Wood Grade:No.1 Fb-Tension 1,350.0 psi Fc-PAI 925.0 psi Fv 170.0 psi 'Ebend-xx 1,600-.0ksi Density 32.210pcf Fb-Compr 1,350,0 psi Fc-Perp 625.0 psi Ft 675.0psi Eminbend-xx 580.0 ksi Applied Loads Unit Load: 0=0.0150, Li=0.0160 k/lL Ti t>:2.0 ft pesian Summary - + - - _----- - - - .. Max th/Fb Ratio = 0.609. 1OCt,ra�o-c • lb:Actual: 1.229.75 psi at 5.000 ft in Spans 1 ' i Fb:Allowable: 2,018.25 psi Load Comb: •D+Lr+H • Max fv/FvRatio= 0.303: 1 . 1dog2.a Iv:Actual: 51.48 psi at 9.567 ft in Span 0 1 Fv:Allowable: 170.00 psi .-Load Comb: •D+Lr.H _ - Max Deflections - ____ _ . - Max Reactions (k) D 6 Lx a 'At E H Downward L+Lr+S 0.218 in Downward Total 0.421 in Left Support 0.15 0.16 Upward L+Lr+S• 0.000 in Upward Total 0,000 in Right Support 0.15 0.16 _Lille Load.Dell Ratio 551 >240 Total Dell Ratio 284 >180 Wood Beam Design: HipNal. Beams �� Calculations per 2015 NDS,IBC 2015,CDC 2016,ASCE 7-10 BEAM Sizer 2x8,Sawn, Fully Braced --- - -T--_- - -^-- - -� - -- - Using Allowable Stress Design wits ASCE 7.10 Load Combinations,Major Axis Bending Wood Species: Douglas Fir-Larch Wood Grade: No.1 Fb-Tension 1,350,0 psi • Fc-Pdl 925.0 psi Fv 170.0 psi Ebend-xx 1,600,0 ksi Density 32.210 pcf Fb-Compr 1,350.0 psi Fc-Perp 625,0 psi Ft 675.0 psi Eminbend-xx 580.0 ksi Applied Loads Unit Load: D=0.0->0.120, Lr=0 0->0.1280 W1t.0.0 to 10.0 ft Pesign Summary r - - - - - • - - -- Maxfb/FbRatio = 0.780.• 1 i . Fb tb:Actual: 1,452.82 psi at 5 767 ft in Span a 1 I '"- "'-'-- Load Comb b:e i 1,D+Lr+Hpsl - . Max fv/FvRatio= 0.554: 1 I Iv;Actual: 64.11 poi at 0400ft In Span l ,00n,2.8 Fv:Allowable: 170.00 psi I _ Load Comb: +D4 Lr+H Max Defledmns ` _T - -- Max Reactions (k) P L L[ H W E H Downward L+Lr+S 0.190 in Downward Total 0.389 in ' Left Support 0.20 0:21 .Upward L+Lr+S. 0.000 in Upward Total 0,000 in Right Support 0.40 0.43' Live Load Defl.Ratio 830>240 Total Deg Ratio 325>180 Wood Beam Design : .purlins . Calculations per 2015 NDS,lac 2015,CBC.2016,ASCE 7-10 BEAM Size: . 2x5,Sawn, Fully Braced - ---- ._ --{ �� - - ---- --- -- Using Allowable Stress Design with ASCE 7-10 Load Combinations,Major Axis Bending Wood Species: Douglas Fir-Larch Wood Grade:.NalFb-Tension 1,350.0 psi Fc-Pdl 925.0 psi Fv 170,0 psi Ebend-xx 1,600.0,ksi Density 32.210 pd Fb-Corimpr 1,350.0 psi Fc-Perp 625.0 psi Ft 675.0 psi Eminbend-xx 580 0 ksi Applied Loads - UnilLoad: D=0.0150, LH--0.0160 kflLTrib=BAN pesion Summary - -- Max fb/Fb Ratio = 0.877. 1 • -- - • - i 1 fb:Actual: 1,770.84 psi at 3.000 ft in Span P I i Fb:Allowable: 2,018.25 psi - ---- Load Comb: +D+Lr+H Max fv/FvRatio= 0.679: 1 iv:Actual: 115.43 psi at 5.560 ft in Span a 1 Fv:Allowable: 170.00 psi a a 4 2xa ' Load Comb: •D+LrHi ` MaxDeflections� - - tgDFE551,y, '- LeftReactions (k) 12 L Li a W E H Downward L+Lr+S 0.113 in Down r►�/ I Left Support 0.36 0,38 Upward L+Lr+S 0.000 in Upwa • 9a•,11•. 7_`.r r Right Support. 0.36 0.38' Live Lobd Dell Ratio 630>240 Total lel +j• �' °• °:t s No. C056295 m 41 Exp.OEL, 2018 411 Si.424 CIV1�.mN. $ r :131 rl r• 1 .r• 1'. (-) t r , • a -a1 � 'co 1 r LI r U1 .•a + ' �_1 -11 1 I '4,- ' IPi. > I I 1 '\� - _ . "YI • 1--1 r . --- �11 - -- -•--- -1- rt --n �• /7 I 1" 4 ; !'I 71 l b • ., ,�., I. j r` // 1P;C,_ —.I_ J I ` ;:, i - , ICI I _LI 1 I T. Y ' -� - / 1 r l•- r- I_, �J r 1.I. a I:'• _11).1.i 1- 7-) LI F: i _i - V I f 11 1 .1 (- 1._ A CIC . 1> -; 1_ Y .1 1 �' . 1 i1 I J C.r It t I, LSI 1 • ^ a . a :>DDD Re Roofing . - . 21IHH E .o \J, 235 Hillgreen PI. Arcadia, CA.91006 �u1 )i 1 N m m TYPICAL STRAP DETAIL m g -0 r3 1 r:1 , - r - I? n • rr, o -, i J r'1 H • r f1 , t. jA cl - , rya r) ' r ) ,-- ?• �i v it % 4 j/ _ �1 l0 r- ,n I r- r-i — / r 11 I I I ,-';TS) "` �/ 7 J -o I 71 i 1 %i y —0 _ ' // I ' i .- / I , FM 4-._��— I-,.I 6 I _ . 1 / K . I/ ' —1 :< —I I r.— -- , tv; �' f l'' _Imo; ,/ `- —I In / / 1n d� r / t_ L • . 1� .1 I DD» Re-Roofing app° V J2ti CI y Fccc 235 Hillgreen PI.Arcadia, CA. 91006 ;1 ga���, A � ' y .8 a Z 'Jm NMI' r 1, G 11;IP-q Pnr in g m DOUBLE- UP (E) PURLINS DETAIL § a `" SICC EVALUATION Most Widely Accepted and Trusted SERVICE ICC-ES Report ESR-1900 ICC-ES 1 (800)423-6587 1 (562) 699-0543 I www.icc-es.org Reissued 03/2016 This report is subject to renewal 03/2017. DIVISION: 07 00 00-THERMAL AND MOISTURE PROTECTION SECTION:07 3216—CONCRETE ROOF TILES REPORT HOLDER: EAGLE ROOFING PRODUCTS, A DIVISION'OF BURLINGAME INDUSTRIES, INC. 3546 NORTH RIVERSIDE AVENUE • RIALTO, CALIFORNIA 92377 EVALUATION SUBJECT: EAGLE® AND EAGLELITE® INTERLOCKING CONCRETE ROOFINGTILES: CAPISTRANO, MALIBU; BEL AIR, ESTATE, DOUBLE EAGLE BEL AIR, PONDEROSA, DOUBLE EAGLE PONDEROSA, GOLDEN EAGLE, ARTISAN AND TAPERED ARTISAN • ti ICC • ICCICC S ;1 CES ( • Look for the trusted marks Of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council Mta (WSSPCJ Award in Excellence" A Subsidiary of moi otxi r IGC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not "`Accroclad specifically addressed, nor are They lei be construed as an endorsement of the subject of the report or a ANSI recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report,or as to any product covered by the report. awl Copyright © 2016 ICC Evaluation Service, LLC.All rights reserved. • .. 777��Z, ICC EVALUATION SERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-1900 Reissued March 2016 This report is subject to renewal March 2017. www.icc-es.orq I (800)423-6587 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION:07 00 00—THERMAL AND MOISTURE Mineral coloring oxides are mixed with the portland cement PROTECTION and water for through-color or, for surface application Section:07 32 16—Concrete Roof Tiles following extrusion. All roof tiles are cured to reach required strength before shipment.Tiles are manufactured . REPORT HOLDER: with 314-inch-wide (19 mm) interlocking sidelaps designed to resist surface water penetration and maintain proper EAGLE ROOFING PRODUCTS;,A DIVISION,OF alignment. All tiles have protruding head lugs on the BURLINGAME INDUSTRIES,INC. underside, which provide for mechanical attachment over 3546 NORTH RIVERSIDE AVENUE battens; or provide a stable foundation for nail attachment RIALTO,CALIFORNIA 92377 to solid decking. Two nail holes are provided for low profile (909)822-6000 tiles. Three nail holes are provided for medium and high www.eagleroofinq.com profile.tiles. EVALUATION SUBJECT: Product designations, dimensions and Installed dry weights,are indicated in Table 1. Roof tile profiles are EAGLE®AND EAGLELITE®INTERLOCKING CONCRETE illustrated in Figure 1. ROOFING TILES:CAPISTRANO, MALIBU,BEL AIRThe attributes of the:Eagle and Eagielite roof tiles have ESTATE,DOUBLE EAGLE BEL AIR,PONDEROSA, been verified as conforming to the provisions of CALGreen DOUBLE EAGLE,PONDEROSA,GOLDEN EAGLE, Section A5.406.1.2 for reduced maintenance. Note that ARTISAN AND TAPERED ARTISAN decisions on compliance for those areas rest with the user of this report. The user is advised of the project-specific 1.0 EVALUATION SCOPE provisionsthat may be contingent upon meeting specific • 1.1 Compliance with the following-codes: conditions, and the verification of those conditions Is outside the scope of this report.These codes or standards • 2015,2012 and 2009 international Building Code®(IBC) often provide supplemental information as guidance. • 2015, 2012 and 2009 International Residential Code® 3.2 Eaglelite®Tiles: (IRC) .Eagielite tiles are produced in the same size, manner and Properties evaluated: shapes as the conventional-weight Eagle®tiles described • Fire classification in Section 3.1, except for substitution of lightweight , aggregates and additives for sand. Product designations, • Weather resistance dimensions and installed dry weights are indicated in • Wind-uplift resistance Table.1.Roof tile profiles are illustrated in Figure 1. 1.2 Evaluation to the following green code: 4.0 INSTALLATION El 2013 California Green Building Standards Code 4.1 General: (CALGreen),Title 24, Part 11 Installation cif the Eagle®and Eaglelite concrete roof tiles 'Attributes verified: must be in accordance with the Concrete and Clay Roof • See Section 3.1 Tile Installation Manual for Moderate Climate Regions, dated March 2010, published by the Tile Roofing Institute 2.0 USES and 'Western States Roofing Contractors Association The Eagle and Eagielite®concrete roof tiles installed over (here • inafter referred to as the TRINJSRCA installation solid sheathing are used as Class. A roof coverings In manual), except as otherwise noted in this report. This accordance with IBC Section 1505.2 and IRC Section report-and the jobTRire RCA installation manual must be accord R902.1. available at the jobsite at all times during installation. The minimum roof slope on which the roof tiles are installed 3.0 DESCRIPTION must be 21/2:12 (20.83%). Care must be taken during field 3.1 Eagle®Tiles; installation to,ensure that horizontal joints are kept parallel to the eave and vertical joints are at right angles to the These roof tiles are Interlocking extruded concrete roof eave in order to ensure uniform contact between the tiles tiles'composed of Type II portland cement, washed sand, and proper fit. All cracked and broken roof tiles must be and proprietary additives and comply with ASTM C1492. replaced.Underlayment must comply with and be Installed 1CC-ES Eva/uauan Reports are not he construed at eresenting aesthetics or any other attributer not specifcally addressed,nor ore they td he connived at an endorsement of the subject of the report or a recommendation far its use.There 1.5 no uorranty.by ICC Evaluation Service,LLC(vim or implied,as G t to anyfnding or other matter in the report.ar at to any product covered by the report. -4 Copyright®2016 ICC Evaluation Service,LLC.MI rights reserved. m . Pago 1 of 4 / "a ESR-1900 I Most Widely Accepted and Trusted Page 22 of 4 in accordance with IBC Section 1507.3.3 or IRC Section accordance with the requirements of the applicable codes R905.3.3,as applicable.. The roof classification is as noted in Section 4.3. 4.2 Adhesive Set Systems: When reroofing wood shake roofs, existing shakes must The roof tiles may be installed with roof tile adhesives that be removed and solid decking and tile must be installed are recognized in a current ICC-ES evaluation report for • as wi• th new constmctdn. When installation is over use in concrete roofing tile applications. Installation Of tiles: existing spaced sheathing boards, underlaym • ent using these adhesive set systems must be in accordance complying with the requirements of the applicable code or with the adhesive manufacturers ICC-ES evaluation an underlayment recognized specifically for this type of use report. In, an ICC-ES evaluation report, installed with or without battens;neje,be used. One layer of ASTM D226, Type'll 4.3 Fire Classification:. (NO.30)felt or approved equivalent underlayment must be ° installed on the roof prior to application of tile. Details not When installed in accordance with this report, the Eagle ® . covered under this section are Identical to those described and Eaglelite concrete roof tiles are Class A root in Section 4:1. coverings in accordance with IBC Section 1505.2 and IRC Section R902.1.When roof tiles are installed with a roof tile 5.0 CONDITIONS OF USE • adhesive, installation must 'be in accordance with • The Eagle®and Eaglelite concrete roof tiles described in ESR-1709. this report comply with, or are,suitable alternatives to what 4:4 Wind Resistance: is specified in, those codes listed in Section 1.0 Of this . 4.4.1 2015 IBC, 2015 IRC and 2012 IBC: For ultimate report,subject to the following conditions: design wind speeds (V,,u) of 130 mph (209 kin'/h)or less 5.1 The roof tiles.must be installed'in accordance with this and mean roof heights of 60 feet (18.3 m) or leSs.for the' report; the applicable code and the TRIJWSRCA IBC or 40 feet (12.2 m) orless for the IRC, tiles must be installation manual, dated March 2010. In case of a . installed in accordance with the prescriptive parameters conflict between the installation manual and this of IBC Table 1507.3.7 or. IRC Section R905.3.7, as report,this report governs. applicable. 5.2 The roof decking and roof framing system must be 4.4.2 2012 IRC: For basic wind speeds of 100 mph designed for the appropriate loads determined in (161 km/h) or less and mean roof heights of 40 feet accordance with the applicable code. , (12.2 m)or less,tiles must be installed in accordance with 5.3. The tiles.are limited to Installation on roofs with a the prescriptive parameters of Section R905.3.7 of I the IRC. slope of 60 degrees or less from horizontal. 4.4;3 2009 IBC and IRC: ,For basic wind speeds Exception: Installation on roof slopes exceeding 60 (3-second gust)of 100 mph (161(kmh) or less and mean degrees from the horizontal require an approved wind roof heights of.60 feet(18 288 mm)or less for the IBC or clip on the bottom edge of each tile in addition to two 40 feet (12 192 mm) or'less for the IRC, tiles must be fasteners per tile. installed in accordance.with the prescriptive parameters of 5.4 The Eagle®and Eaglelite®concrete tiles are produced Table 1507.3.7 of the IBC or Section R905.3.7'of the IRC, at the manufacturing facilities specified in Table 1 as applicable. For applications beyond these prescriptive under a quality control program with inspections by parameters; the tiles and the fastening systems must ICCES. be designed to withstand' the aerodynamic wind uplift 6.0 EVIDENGE'SUBMITTED moment in accordance with the section on Design - Considerations for High Wind Applications in Appendix B Data In accordance with the ICC-ES Acceptance Criteria , of the TRINJSRCA installation manual. The generic for Clay and Concrete Roof Tiles (AC180),dated February required aerodynamic uplift moment, determined in 2012(Editorially revised April 2015). accordance with Tables 5A through 6D of the TRI/WSRCA 7.0 IDENTIFICATION installation manual, must be multiplied by the tile factor ratio in Table 2 of this report to obtain the required .Each Eagle fieldtile is imprinted with the EAGLE logo aerodynamic uplift moment for the specific root tile'being (see Figure 2). Tiles produced at the Sumterville, Florida, Installed.The allowable aerodynamic uplift momeht for the plant have the EAGLE logo and"FLORIDA"(see Figure 3) roof tile.fasteriing system selected from Table 7A of the imprinted on each field tile. Each Eaglelite tile is Identified TRI/WSRCA installation manual, must be equal to or by the product name "Eaglelite" on a tag and a light- greater than the required aerodynamic uplift moment for Oared'strip across the headlap area. Each shipping pallet , the specific roof tile being Installed. must have a label bearing the Eagle Roofing Products 4.5 Reroofing: name; the tile designation; manufacturing location and Iaddress; color;quantity of tiles per.pallet; production date; Eagle® and Eagleiite°tiles may be installed over-existing Installed weight; and the evaluation report number asphalt shingles, provided. the requirements'set forth in (ESR-1900). • IBC Section 1510 or IRC Section R907, as applicable,are met. Damaged or rusted flashing must be replaced. . • Existing framing must be adequate for the additional load. Structural data verifying adequacy must be submitted to the code official. The existing roof must be inspected in - d • . ESR-1900 I Most Widely Accepted and Trusted Page 3 of 4 TABLE 1—TILE DIMENSIONS,•INSTALLED WEIGHTS AND MANUFACTURING FACILITIES DIMENSIONS' INSTALLED DRY WEIGHT' TILE DESIGNATION PROFILE (Inch) (psi) MANUFACTURING LENGTH WIDTH ' Eagle e"EaglelitFACILITY 8:8 — Sumterville,Florida • Capistrano High 9.0- 5.7 Rialto&Stockton,California _ , 9:0; - Phoenix,Arizona 7:7 • . — Sumterville,Florida Malibu Medium 17 1234 - 9.03 5.5 Rialto&Stockton,California • 9.03 • — Phoenix,Arizona • Bel Air,Estate,Double Eagle Bel Air, Phoenix;Arizona& Ponderosa,Double Eagle Ponderosa, 9'7• Sumterville,Florida Golden Eagle,Artisan and Tapered Flat(Low) • Artisan 9.7 7.2 Rialto&Stockton,California For SI: 1 inch=25.4 mm,1 psf=4.88 kg/m'. 'Installed dry weight Is based on a 3-inch headlap. 2All dimensions are nominal: TABLE 2—TILE FACTORS'AND TILE FACTOR RATIOS • TILE DISIGNATION TILE FA�)CTOR • TILE FACTOR RATIO' Capistrano 1.463 - 1.040 Malibu. 1.486 ' 1.056 Bel Air,-Estate,Double.Eagle Bel Air, Ponderosa,Double Eagle Ponderosa,Golden 1.468 1.043 Eagle,'Artisan,Tapered Artisan • . For SI:1inch=25.4mm • 'Tile factor ratio=Tile factor./Base tile factor of 1.407 ft3.See Sedan 4.4.3 of this,repbrt ana Appendix B of the TRIMSRCA Installation manual for additional details: II • • E$R-1900 I Most Widely Accepted and Trusted _ _ Pae•4 of 4 \---% 111Allk J. \I \r \ y tr 2 Or :3, \ iiiiiMA j. 12"•� Capistrano The Malibu Tile Cepistrano/MeRou Trim Tile w- \ \ >4011110.111111r\'‘. \‘‘...,,,7 a• \..._____-12YT. . \>.1 m Bel Air/Artisan Tian Double-Eagle Bel Air Tile Estate Tile IfN \ Ir ` 12\:..\Ir \\1 1 /l \ iY. \-�ntr \�2ur�� \�2x.____S \101/7 n-� Artisan Tapered Slate file Ponderosa Tile Double-Eagle Ponderosa Tile Golden Eagle Tile �\ tr j Ir \SX. _ -J.-\1 r \ \\* ^ ew• \ �am \ � 21n• \ �em r a \�uu-�� �\ srs•\ \ nar \�2rt--• Smooth Ridge Trim Tile Smooth Rake Trim TO Brushed Ridge Trim Te Brushed Rake Trim The FIGURE 1-FIELD TILE AND TRIM UNITS EAGLE FLOOPDA1D . townie PRODUCTS FIGURE 2-EAGLE ROOFING PRODUCTS LOGO FIGURE 3-FLORIDA LOGO • �m stn •• ••-h+') 41039E 61/1451". �a1� �7 (� f ��ATEr..'h�1 2 \yV FILE NO. A y S b©IO `® _ .0' E. . PATE FILED Al-------27-00i K a ' 'LICATION FOR HOMEOWNER ASSOCIATION I ARCHITECTURAL DESIGN REVIEW (SHORT REVIEW PROCEDURE) PROJECT ADDRESS: st2. - _ -(9,1/•)),":} 7c•'A-. 1/. Ar C'et r. let_ / e4 I.t9/00/ . / t n PROPERTY OWNER'S NAME: . . He.it 1'ti . ( e - r � Cl' SS ADDRE (IF DIFFERENT): .5 CN`•(— ]JI TELEPHONENO-i (G 0) 3?:27-9)5;11? )1.4-.CitE-MAIL ADDRESS: )1.4-.Cit ('it.2V� Yne.r1I;� ("_ 'rKt_ APPLICANT NAME(IF DIFFERENT): ADDRESS: - I . TELEPHONE NO.: E-MAIL ADDRESS: I _ DL'SCRIPTION.OF PROJECT(Check applicable):- , 0 Single-story remodel-(includes.window replacement)and/or addition(s) • I . o Detached accessory-slructure(s)and/orAccecsery Dwelling Units—new,additions to,and/or remodels 0 Fences and/or walls in and/or robing(i.e,,visible from)-front add street'side yards ❑ .Herdscape,landscaping and structuralelements in front and street side yards,including without limitation, swimming pools,spas,fountains and other water features 1 0 Fences,lights,add other features related to tennis courts,sports courts or other signilicant paved features. El Mechanical equipment p Rooting /3 oral 4 i ie.: I Sax on.t 90C) Vat*k C/ist:recc./ , rtw✓n_ No.1�lisni% 1reciii3a9 ACTION&FINDINGS: . i Approved—The project(a consistent with all applicable guidelines ' U Conditionally Approved—With the following conditions,the project will be consistent with III applicable guidelines. . - -U. Denied—The project I. riot consistent with the following guideline(s)_ I 9 �lie . A, - - -- 2-‘ 11 i .. By _:—:5�. ,NRB Chairperson Date: 1 4 . 6/17 I Customer Name Henry Chen r\ N Property Address 235 Hill �� -- reen Pl.,Arcadia, CA 91006 \ 9 \ \ w E RE-ROOFPLAN PLAN CONTRACTOR: Re Roof 419120 / \ • \ s LAsmarome, \ 18438 9 Raymer St. \ Van Nuys,CA 9140e / \ Phone(818)373-0077 / / i��f���, \ LIC TYPE:C40.:C-10 if//17 . ‘--7/4-2(4-,;;;;-/-4./.0.i --- - - - \ , //fi fes/�� i V / .. �j/ /i:// 4,7SQft ;f / 793s•ft � �� Ara.Betrosyan %,5,* -� 472s•ft 3 os / itt11,11111040S00011-i #VS / /1I 11 2D,s.ft _•s4141•18 fir r ipieVieSkAtris,k0V. r an miSe itt VIA ".4001•,111V*AISSrI •rr 469s•ft sr�rc �� Vier 11 ,# I, i "#9014�`'��j,�,O,%���Afr,I,IVA%tA a*I,•.�I' . 341s.ft 341s.ft / 1)44# OVN #V IV ���I# ���j,` 4 a 4 /: ,;_ : .A,P;rAwroL,�tesond, •. •.102s.-, 346s.ft 6 .a// /.- . msP0 190s.ft ,,,ls�e,, 1078s.ft, .1% . Dream DrBy: $ ° \. c -.. - PR P IN • n v - . •i • - Henry Chen -,,. >-1-.--. DRIVEWAY/ \- - - • __ . . .. _ RE-Root 4191sgft 235Khgreen PI., . r.• ,S.` � - Arcade,CA91003 \ arr. o�� ` klIS . a/ Existing,Material-Tile-Clay - \j_ Jr with Mortar �`"eys'r'i - - • \J.-. ,, +Fs - ` �moA- aa ,� ewMaterial-3occ-h et w• 504uns 9� sic k% —Iimarr" .Ai€ I�U.Ycaa� 12UwiJ : " _ ' N 4-0A�, /00 •;�N.1>a• \�pJ. r^ Y • I vzujS o%3/4^`tlf ofK�, AFFIDAVIT SELF-CERTIFICATION FOR COMPLIANCE of SMOKE ALARMS AND CARBON MONOXIDE ALARMS Property Address: 0235- Mi/9 reek P1./ ,4rcaoein- gleel Permit Number: i1 _ Yfl pp Brief Job Description: R.C. — t2cvt- } 5 Lie 1`5 ink ti\ , Number of smoke alarms installed: 6 Number of carbon monoxide alarms installed: I 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 1311.3.7. 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 R315 of the of the 2016 California ' ?TResidential Code (CRC). ''Multi-purpose alarms (combination carbon monoxide and smoke alarms) may be used. All alarms shall comply with requirements for listing andapproval by the Office of the State Fire Marshal. htlp://osfm.fire.ca.qov/licensinolistingspicenselistinq bml searchcotest.ohp • As owner of the above referenced property, I hereby certify that the smoke alarms and carbon monoxide alarms have been 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 fp regoing is true and correct, and that this declaration was executed on (Date) /0/30/,.11..1// at Arcadia, California. Owner's Name (printed/typed): l7e•^'^,� (,Gt e, Signature of Owner: This affidavit must be returned to the City of Arcadia inspector prior to final inspection