Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutUntitled City of Arcadia, CA ROOF-18-0813 ' '`•+ Development Services Department Permit Type:Roof 240 West Huntington Drive,Post Office Box 60021 Work Classification:Residential Reroof Arcadia,CA 91066-6021 • (626)574-5416 Permit Status:Issued ARCADIA Issue Date:05/16/2018 ) Expiration: 11/12/2018 , Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 1251 Oakwood DR Arcadia,CA 5771017014 Contacts ____ _ .-. -- HELEN HOO Owner ACD DEVELOPMENT CORP* Roofing Contractor(C 39) 1251 OAKWOOD DR 529 N MARENGO AVE,ALHAMBRA,CA 91801 (626)461-0566 Description:T.O,REROOF HOUSE/ATTACHED GARAGE WITH Valuation: $ 23,000.00 Tenant EAGLE TILE CHARCOAL 720 LB CLASS A 40 SQ(HOA)WITH STRUCTURAL CALCS. Total Sq Feet: 0.00 Plan Check# Plan# . Fees Amount Payments Amount Paid Building Issuing Fee $44.35 Total Fees $504.95 Building Permit Fees $454.35 Cash/Receipt#REC-001173-2018 $504.95 Solid Waste Management Fee $6.25 Amount Due: $0.00 Total: $504.95 - , G-7/ -i,;;//tPjexp . ;il; C51-- ‘ Z.v ( /Q r i ( oz_ CALLS FOR INSPECTIONS / Request for inspection by telephone at 626-574-5450. Leave a message /i(, Q 'I`4)-5 ok 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. IAC May 16, 2018 Issued By: Date May 16,2018 Page 1 of 1 s AR 0.1,1FOR,N.,., 4 .6.0.1 . . `PERMIT/PLAN REVIEW APPLICATION O4 " 441,6, Development Services Department,240 West Huntington Drive,Post Office Box 60021 „of. 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 fessions Code,and my license is in full force and effect. n ❑ I have and will maintain a certificate of consent to self-insure for workers' License Class/W/367d icense No. g79g41 Exp. Date/0-r i compensation, as provided for by Section 3700 of the Labor Code, for the gnature of Contractor ir performance of the work for which this permit is issued. WNER-BUILDER DECLARATION 3 I have and will maintain workers'compensation insurance,as required by Section ❑ I hereby affirm under penalty of perjury 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 woom nnsurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier •"" demolish,or repair any structure,prior to its issuance,also required the applicant i? olicy Number 6r).-2.. --2--24)Z for such permit to file a signed statement that he or she is licensed pursuant to the 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 ❑ 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 provision 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 .�= 6�'( 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(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 THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: r 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. ame /�/ PT 'A Cride ' r42 /k —r--- �.�RINT NAMEE`� I ertify 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 upon the above-1 enti s I ed property for inspection purposes. Lature '��L Date S--- ( � FILE NO. A-21 "2UId3 p.\\, APPROVED PLANS DATE FILED M A`1 �) ZD HIGHLANDS HO a, OWNERS ` (CATION FOR HOMEOWNER ASSOCIATION ..4e 1/!� � Z-6ARCHITECTURAL DESIGN REVIEW r, BY A Zz-i "ZU I g tE (SHORT REVIEW PROCEDURE) PROJECT ADDRESS: I ' c (..5(Lg..6) gel. Dr PROPERTY OWNER'S NAME: ( /Q/l - i r ADDRESS (IF DIFFERENT): S. 14-1(4 1(4 TELEPHONE NO.: 62- 2. 14 '- �-Y E-MAIL ADDRESS: APPLICANT NAME(IF DIFFERENT):Ct flirtrr,1K C(fi4.4- 0,fC / �� Q �C. ADDRESS: 2 6C�0 5 S . y ftl,z A V Q`#�`J�X+ "ojt-P-0 L/,(�.t ! 7v TELEPHONE NO.: 1/�- 4 S g;s — E-MAIL ADDRESS: CetC `,G X ttibre3. DESCRIPTION OF PROJECT(Check applicable): ❑ Single-story remodel (includes window replacement)and/or addition(s) ❑ Detached accessory structure(s)and/or Accessory Dwelling Units—new, additions to, and/or remodels ❑ Fences and/or walls in and/or facing (i.e., visible from)front and street side yards 0 Hardscape, landscaping and structural elements in front and street side yards, including without limitation, swimming pools, spas, fountains and other water features ❑ Fences, lights, and other features related to tennis courts, sports courts or other significant paved features 0 Mechanical equipment /, f t4 Roofing �j 9('� L�' '� IL)a Lt- _ F6131-(Li �1 _ Ek_ �',Ck l!S 14443e Pi I LI ACTION& FINDINGS: O Approved—The project is consistent with all applicable guidelines ® Conditionally Approved—With the following conditions,the project will be consistent with all applicable guidelines ® Denied—The project is not consistent with the following guideline(s) By , ARB Chairperson Date: 4 6/17 � 1 ENGINEERING ACTION 2207 Merced Ave ROUTING Date and � 9,f'. ��•.' -2k South El Monte,CA 91733 Ing+ � of .. �� ' . 769 Checker PAF G qF C,°� n Sheet# Client: Castlink Construction --- -r -- M:, 12,2818 Plannir,� -._ 2640 S.Myrtle Ave.#A4--- _ Monrovia,CA 91016 Eng. _i. � rn _ 626-945-8355 Building Fire Subject:Remove existing Caishalilit la with_light weight FAglr concrete ti►e, WELD ---- Project Address: j Trees Single Family Residence 1251 Oakwood Dr. I Ip E_ � pt }ic- Siler" — Arcadia,CA 91006 Pursuant to your request,we have 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 = 2,708 S.F. Year Built = 1951 Construction Type= Type V-B Roof pitch of 6:12,and appear to be in sound condition. Asphalt Shingles roofing materials, QFIOfrESSioN4 1"x4"Space sheathing, '/2"CDX Plywood sheathing 10 -`'; 2"x4"Roof Rafters @ 24"O.C.max span 8'-0", �� `°<I 2"x4"Roof Rafters @ 24"O.C.max span 10'-0", j rvr. 2"x4"Continuous Purlin max span 4'-0" 2"x8"HipNalley beams max span 10'-0", / New proposed roofing materials: * EXP. ' Eagle Capistrano light weight concrete tile @ 7.2 psf.ESR#1900 2 /� 1-30#ASTM Felt Paper roofing underlayment , CI 11- ��P sArFOFCA.- Conclusion! Calculations show that existing roof members are adequate to support the desired new Eagle concrete tile, it 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 roof's 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 framing. Based on our review of the structure we believe that the structure has adequate amount of braced walls, sufficient to resist lateral loads. It is our opinion that the structure is adequate to sustain the new seismic loads generated due to the proposed concrete tile. Instructions to Roofer: 1.Remove and Replace any damaged roof sheathing prior to installation of new felt paper. 2.Provide S122,or equivalent,metal straps over ridge @24"O.C.,attach per detail Sheet SD-1. 3.Double-up 2x4 roof rafters where clear spans exceed 8 feet,attach per detail sheet SD-2. • • • • • • 1 S , , • • • ��.yam' • i \ ."; t • • AD ...4.4, . 0AR)r STRUCTURE E U4IUEERIU4 SOLUTIOUS ` — C_�1 It ElM eft CAA9, 1 Solt EI MdA�.0 91733 1.-.. / iEl h801 t FAx 213113T7®866 P Daryegrwnry@Nmm^ 4. ta (D 2'rf R.R 12' O'C 1" { 3E' { c'r�a si.uw 1 �'\� s— ~IIID ,: f, :a 44 c FL T R FA + .' 48' TIL Ei MIL 2kf i err I 1IiMM 36' — 1 Iv X E, 2.)K ca IRUOU5 nRu+ 1 6. m 216'RDC�BRD NI i 1 63' 0 30' (E) 2',/,'ROGE&(D J al 0 lI ii 1 6 �Iry _ SD 2IN ' r1'COMMIS RxLN a I1 2N COMNIOIb NUR SIV 1 / 4 4 / 8 >r 1 1./>: e ',Q / el 1 �� e_ (D 2kY R R MK 1.1t ti _ -+ 7S 49' I. Z ... ytc®MOCK ®2f O.CR--41 3` I 6 O 1 C g o 20 oG co r X iiilci®2fOG r� 0811.6 .EXITII.J6r ROOF FRAMII• GPLAI• o 0 }/— ...... 16.. .k '• � T J SCALE:N.T.S. .,-6 5/5/2018 aacj66,0 55-13 SCA.E NTS. • oARY STRUCTURE EU4111EERIU4 SOIUTIOIJS 10' 9' 7' Sate,El Maorsete CEMu -A T33 FEL 2117X8011 FM 2111694656 Oeryerprxvmp®yenwcan .111.1.11 (E) 2X6 RIDGE BRD. (NG NEER 6,A,,, TYPICAL (E) 2X4 R.R.© 24"0.C. TYPICAL • T (E) 2X4 CONT.PURLIN WHERE OCCURS (E) 1X6 © 48" O.C. �► (E) 2X6 C. JOIST — (E) 2X4©4'O.C. C4' 16"0.C. WHERE OCCURS 5 z _ o ontE 5/5201E SECTIDIJ A-A u-a 1 SCALE N.T.S. SCALE N TS SOT,* 2/3 QZ oARY STRUCTURE EIJ4IUEERIU4 SOLUTIOEIS 137 MsM Av.ta lkir SJ EI. QCA 91'33 A 2X ROOF RAFTER �.:... \ . \ 16 D @ 6"O.C. ,tritJPi A ° \ STAGGERED �\ 12„ • ° \ O. C• \ 0 EXIST.2X R.R. NEW 2X R.R. J 111111 p. ,., DOUBLE UP ROOF RAFTER 16D—NAILS u 1 C4 6" O.C. STAGG. N.T.SCALE 8 ALTERNATE SIDES ° LA SECTION A— A �; ILI N.T.SCALE il A NOTES: uvIvons a,. 1. USE NO.2 D.F. LUMBER MAX. 19% MOISTURE CONTENT -- j 2. NEW RAFTERS COULD BE 6" SHORT OF EACH END �n1E 5/5,2018 owlEc,rvo 55-18 NTS vR 3/3 Sd1 Criteria Dary Engineering 2207 Merced Ave South El Monte,CA 91733 Job Name: 1251 Oakwood Dr..Arcadia Ph:(213)725-8011 Job Numb: 505-18 Fax:(213)769-8656 Date: May 9,2018 DESIGN CRITERIA ROOF LOADS ROOF VAULTED LOADS I CEILING LOADS I I FLOOR LOADS I Roofing = 7.2 psf Roofing = 7.2 psf Flooring = 0.0 psf Sheating = 1.8 psf Sheathing = 1.8 psf Sheathing = 0.0 psf R.Rafters = 2.3 psf R.Rafters = 2.3 psf Joist = 1.5 psf Joist = 0.0 psf Ceiling = 0.0 psf Ceiling = 2.5 psf Ceiling = 2.5 psf Ceiling = 0.0 psf 1x6 Skip Shtn'g<= 1.0 psf 1x6 Skip shtn= 1.0 psf Sprinkler = 0.0 psf Sprinkler = _ 0.0 psf Mechanical = 0.0 psf Mechanical = 0.0 psf Mechanical = 0.5 psf Mechanical = 0.0 psf Misc. = 0.0 psf Misc. 0.0 Misc. = 0.0 L.W.Concret = 0.0 Insulation = 0.0 psf Insulation = 0.5 psf Insulation = 0.5 psf Insulation = 0.0 psf Total DL = 12.2 psf Total DL = 15.2 psf Total DL = 5.0 psf Total DL = 0.0 psf DL = 12.0 psf DL = 15.0.psf DL = 5.0 psf DL = 0.0 psf LL = 20.0 psf LL = 20.0 psf LL = 10.0 psf LL = 0.0 psf Deck LL = 0.0 psf Deck DL = 0.0 psf Partitions DL = 0.0 psf WOOD STRESSES: Douglas Fir Larch(North)Table 4A and 4D-(UBC 1977-1997) Lumber Size Fb(psi) Tension Parall Horizontal Comp/Perpend. Comp/Parall Modulus Type Single_ Ft(psi) Fv(psi) Fcp(psi) Fcp(psi) E(psi) Sel Struc. 2"to 4" 1800 1000 95 730 1450 1.8E06 No 1 thick 1800 675 95 625 1250 1.8E06 No.2 5"and 1450 450 95 625 1000 1.7E06 Studs wider 800 600 95 625 600 1.5E06 Select Struct Beams 1600 950 170 625 1100 1.6E06 No 1 and 1550 675 170 625 925 1.6E06 No 2 Stringers 875 425 170 625 600 1.3E06 Select Struct 1500 1000 170 625 1150 1.6E06 No 1 _ Posts 1200 825 170 625 1000 1.6E06 No 2 700 475 170 625 475 1.3E06 Glue Lams, Alls 2400 165 560 1650 1.8E06 24F-V8,DF/DF Struct.Steel: A-36, Fb=0.6Fy,Fv=0.4Fy, E=29E06 psi Welding: Use AWS-E70XX,per American Welding Society Standards, (1/2 stresses for Non Continuous Inspection) Concrete: Continuous Ftgs fc @ 28 days = 2500 psi Isolated Pads fc @ 28 days = 2500 psi Walls fc @ 28 days = 2500 psi Piers or Cots fc @ 28 days = 2500 psi Reinforcement: For#4 and smaller bars = 40000 psi For#5 and larger bars = 60000 psi Masonry: Hollow Concrete Masonry Units ASTM C-90 and UBC Standards Type N Units,Type S mortar,2000 psi grout fm=1500 psi(solid grouted),Fm=250psi Soil Bearing: Minimum Allowable soil bearing Value=1500 psf per Table 1804.2 IBC 2015/CBC 2016 Or see Soil Report recommendations for soil bearing capacity on compacted cerified fill. CODES: International Building Code(IBC)2015,CBC 2016 American Institute of Steel Construction(AISC) American Concrete Institute(ACI) National Design Specifications(NDS)2015 Edition National Design Specifications(NDS)2015 Supplement Page 2 . •. s • •4 • . • • I, • ._. c. ...moi . . .... .... u' . • .. ;.i 1 - _ ... MARY ENGINEERING ' Project Title: 1251 Oakwood Drive 2207 Merced Avenue Engineer. D.Yassin Project ID: 505-18 South El Monte,CA 91733 Project Descr: Re-roofing with light weight concrete tile 213-725-8011 213-291-0778 Daryengineering@yahoo.com Printed 12 MAY 2018.4:22PM File=c:ulsers\DIAAYA-11D000ME-11ENERCA-1112510A-1.EC6 Multiple Simple Beam ENERCALC,INC.1983-2014,Build:6.14.7.31,Ver.6.14.7.31 Lic.#:KW-06008304 Licensee: DARY ENGINEERING Wood Beam Design : 2x8 HipNal Beam Calculations per 2015 NDS,IBC 2015,CBC 2016,ASCE 7-10 BEAM Size: 2x8,Sawn, Fully Braced Using Allowable Stress Design with IBC 2012 Load Combinations,Major Axis Bending Wood Species: Douglas Fir-Larch Wood Grade: No.1 Fb-Tension 1,350.0 psi Fc-Prll 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 Unif Load: D=0.0->0.10, Lr=0.0->O.160 k/ft,0.0 to 10.0 ft Design Summary I Max ActuaFb: lFb Ratio = 1,523.12 psi tat 5.767 ft in Span#1 T o�0 0.0101 I rm.o 01st L Load Comb: +D+Lr+H . Max fv/FvRatio= 0.580: 1 fv:Actual: 98.67 psi at 9.400 ft in Span#1 10.0 ft, 2x8 Fv:Allowable: 170.00 psi Load Comb: +D+Lr+H Max Deflections Max Reactions (k) Q L Lr a W E r1 Downward L+Lr+S 0.238 in Downward Total 0.386 in Left Support 0.17 0.27 Upward L+Lr+S 0.000 in Upward Total 0.000 in Right Support 0.33 0.53 Live Load Dell Ratio 504 >180 Total Defl Ratio 310>120 Wood Beam Design : 2x4 Continuous Purlins Calculations per 2015 NDS,IBC 2015,CBC 2016,ASCE 7-10 BEAM Size: 2x4,Sawn, Fully Unbraced Using Allowable Stress Design with IBC 2012 Load Combinations,Major Axis Bending Wood Species: Douglas Fir-Larch Wood Grade: No.1 Fb-Tension 1,350.0 psi Fc-Pill 925.0 psi Fv 170.0 psi Ebend-xx 1,600.0 ksi Density 32.210 pct Fb-Compr 1,350.0 psi Fc-Perp 625.0 psi Ft 675.0 psi Eminbend-xx 580.0 ksi Applied Loads Unif Load: D=0.0120, Lr=0.020 k/ft,Trib=7.0 ft Design Summary I 0(0.0840;4x(0.140) 1 Max fb/Fb Ratio = 0.766. 1 1 fb:Actual: 1,755.43 psi at 2.000 ft in Span#1 Fb:Allowable: 2,291.41 psi Load Comb: +D+Lr+H Max fv/FvRatio= 0.648: 1 fv:Actual: 110.08 psi at 0.000 ft in Span#1 Fv:Allowable: 170.00 psi 4.08,2x4 Load Comb: +D+Lr+H Max Deflections Max Reactions (k) Q L Lr a W E tt Downward L+Lr+S 0.095 in Downward Total 0.151 in Left Support 0.17 0.28 Upward L+Lr+S 0.000 in Upward Total 0.000 in Right Support 0.17 0.28 Live Load Dell Ratio 507 >180 Total Defl Ratio 317>120 DARY ENGINEERING Project Title: 1251 Oakwood Drive 2207 Merced Avenue Engineer: D.Yassin Project ID: 505-18 South El Monte,CA 91733 Project Descr: Re-roofing with light weight concrete tile 213-725-8011 213-291-0778 Daryengineering@yahoo.com Printed:12 MAY 2018.4:22PM _- -- _ File=c:\UsetsIDIAAYA-11D000ME-11ENERCA-1\12510A-1.EC6 Multiple Simple Beam ENERCALC,INC.1983-2014,Build:6.14.7.31,Ver6.14.7.31 Lic.#: KW-06008304 Licensee: DARY ENGINEERING Description : Roof framing members Wood Beam Design : 2x4 Rf Rafters Calculations per 2015 NDS,IBC 2015,CBC 2016,ASCE 7-10 BEAM Size: 2x4,Sawn, Fully Braced Using Allowable Stress Design with IBC 2012 Load Combinations,Major Axis Bending Wood Species: Douglas Fir-Larch Wood Grade: No.1 Fb-Tension 1,350.0 psi Fc-Pill 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 Unif Load: D=0.0120, Lr=0.020 k/ft,Trib=2.0 ft Design Summary D(0.024100 040) � Max 113/Fb Ratio = 0.861; 1 D(0.024 _ fb:Actual: 2,006.20 psi at 4.000 ft in Span#1 , + Fb:Allowable: 2,328.75 psi - - - Load Comb: +D+Lr+H Max fv/FvRatio= 0.402: 1 fv:Actual: 68.27 psi at 0.000 ft in Span#1 8.0 ft, 2x4 Fv:Allowable: 170.00 psi Load Comb: +D+Lr+H Max Deflections Max Reactions (k) Q L Lc $ w E ti Downward L+Lr+S 0.432 in Downward Total 0.692 in Left Support 0.10 0.16 Upward L+Lr+S 0.000 in Upward Total 0.000 in Right Support 0.10 0.16 Live Load Defl Ratio 222 >180 Total Defl Ratio 138>120 Wood Beam Design : 2x4 Rf Garage Rafters Calculations per 2015 NDS,IBC 2015,CBC 2016,ASCE 7-10 BEAM Size: 2x4,Sawn, Fully Braced Using Allowable Stress Design with IBC 2012 Load Combinations,Major Axis Bending Wood Species: Douglas Fir-Larch Wood Grade: No.1 Fb-Tension 1,350.0 psi Fc-PM 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 Unif Load: D=0.0120, Lr=0.020 k/ft,Trib=2.0 ft Design Summary Max fb/Fb Ratio = 1.346. 1 D{0.0240)Lr(o.040) fb:Actual: 3,134.69 psi at 5.000 ft in Span#1 - - Fb:Allowable: 2,328.75 psi - - - - a Load Comb: +D+Lr+H Max fv/FvRatio= 0.509: 1 10.0 ft, 2x4 fv:Actual: 86.55 psi at 9.733 ft in Span#1 Fv:Allowable: 170.00 psi Load Comb: +D+Lr+H Max Deflections Max Reactions (k) Q 4 kr $ W E U Downward L+Lr+S 1.055 in Downward Total 1.688 in Left Support 0.12 0.20 Upward L+Lr+S 0.000 in Upward Total 0.000 in Right Support 0.12 0.20 Live Load Deft Ratio 113 <180 Total Defl Ratio 71 <120 Wood Beam Design : 2-2x4 Roof Rafters Calculations per 2015 NDS,IBC 2015,CBC 2016,ASCE 7-10 BEAM Size: 2-2x4,Sawn, Fully Unbraced Using Allowable Stress Design with IBC 2012 Load Combinations,Major Axis Bending Wood Species: Douglas Fir-Larch Wood Grade: No.1 Fb-Tension 1,350.0 psi Fc-Pill 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 Unif Load: D=0.0120, Lr=0.020 k/ft,Trib=2.0 ft Design Summary Max fb/Fb Ratio = 0.679. 1 D(0.0240)Lr(0.040) fb:Actual: 1,567.35 psi at 5.000 ft in Span#1 + ---- s -71 Fb:Allowable: 2,307.63 psi -- Load Comb: +D+Lr+H - Max fv/FvRatio= 0.255: 1 fv:Actual: 43.28 psi at 9.733 ft in Span#1 10.0 R, 2-2x4 Fv:Allowable: 170.00 psi Load Comb: +D+Lr+H Max Deflections Max Reactions (k) Q 1. L a IN E i Downward L+Lr+S 0.528 in Downward Total 0.844 in Left Support 0.12 0.20 Upward L+Lr+S 0.000 in Upward Total 0.000 in Right Support 0.12 0.20 Live Load Defl Ratio 227 >180 Total Defl Ratio 142 >120 • :{ } +: x • • ,': l • •. r • • .• !• r. • . • • LSI .1•i ,.{ . •S !<r • 1.. .. t.. r .. .. .. it ,. Ian f t • • .f ESICC EVALUATION Most Widely Accepted and Trusted SERVICE ICC-ES Report ESR-1900 ICC-E5 I (800)423-6587 I (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 32 16—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 ROOFING TILES: CAPISTRANO, MALIBU, BEL AIR, ESTATE, DOUBLE EAGLE BEL AIR, PONDEROSA, DOUBLE EAGLE PONDEROSA, GOLDEN EAGLE, ARTISAN AND TAPERED ARTISAN ICC ICC � ICC ES PMG LISTED Look for the trusted marks of Conformity! mum :== "2014 Recipient of Prestigious Western States Seismic Policy Council ILVAp7: (WSSPC)Award in Excellence" A Subsidiary of INTERNATIONAL ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not °OCA..Acereditiq specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a ANSI 6 recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as immilml Myna to any finding or other matter in this report,or as to any product covered by the report. PUNKT CORMIT1011 /1ccHOM CCMMIN Copyright© 2016 ICC Evaluation Service, LLC.All rights reserved. EZ 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 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE and proprietary additives and comply with ASTM C1492. PROTECTION Mineral coloring oxides are mixed with the portland cement Section:07 32 16—Concrete Roof Tiles and water for through-color or for surface application following extrusion. All roof tiles are cured to reach REPORT HOLDER: required strength before shipment. Tiles are manufactured with 3/4-inch-wide (19 mm) interlocking sidelaps designed EAGLE ROOFING PRODUCTS,A DIVISION OF to resist surface water penetration and maintain proper BURLINGAME INDUSTRIES, INC. alignment. All tiles have protruding head lugs on the 3546 NORTH RIVERSIDE AVENUE underside, which provide for mechanical attachment over RIALTO,CALIFORNIA 92377 battens, or provide a stable foundation for nail attachment (909)822-6000 to solid decking. Two nail holes are provided for low profile www.eagleroofina.com tiles. Three nail holes are provided for medium and high profile tiles. EVALUATION SUBJECT: Product designations, dimensions and installed dry EAGLE®AND EAGLELITE®INTERLOCKING CONCRETE weights are indicated in Table 1. Roof tile profiles are ROOFING TILES:CAPISTRANO, MALIBU, BEL AIR illustrated in Figure 1. ESTATE, DOUBLE EAGLE BEL AIR, PONDEROSA, The attributes of the Eagle®and Eaglelite®roof tiles have DOUBLE EAGLE PONDEROSA,GOLDEN EAGLE, been verified as conforming to the provisions of CALGreen ARTISAN AND TAPERED ARTISAN Section A5.406.1.2 for reduced maintenance. Note that decisions on compliance for those areas rest with the user 1.0 EVALUATION SCOPE of this report. The user is advised of the project-specific 1.1 Compliance with the following codes: provisions that may be contingent upon meeting specific conditions, and the verification of those conditions is • 2015,2012 and 2009 International Building Code®(IBC) outside the scope of this report. These codes or standards • 2015, 2012 and 2009 International Residential Code® often provide supplemental information as guidance. (IRC) 3.2 Eaglelite®Tiles: • 2013 Abu Dhabi International Building Code(ADIBC)t Eaglelite®tiles are produced in the same size, manner and tThe ADIBC is based on the 2009 IBC.2009 IBC code sections referenced shapes as the conventional-weight Eagle® tiles described in this report are the same sections in the ADIBC. in Section 3.1, except for substitution of lightweight Properties evaluated: aggregates and additives for sand. Product designations, • Fire classification dimensions and installed dry weights are indicated in Table 1. Roof tile profiles are illustrated in Figure 1. • Weather resistance 4.0 INSTALLATION • Wind-uplift resistance 1.2 Evaluation to the following green code: 4.1 General: • 2013 California Green Building Standards Code Installation of the Eagle®and Eaglelite®concrete roof tiles (CALGreen),Title 24, Part 11 must be in accordance with the Concrete and Clay Roof Tile Installation Manual for Moderate Climate Regions, Attributes verified: dated March 2010, published by the Tile Roofing Institute • See Section 3.1 and Western States Roofing Contractors Association 2.0 USES (hereinafter referred to as the TRI/WSRCA installation manual), except as otherwise noted in this report. This The Eagle®and Eaglelite®concrete roof tiles installed over report and the TRI/WSRCA installation manual must be solid sheathing are used as Class A roof coverings in available at the jobsite at all times during installation. The accordance with IBC Section 1505.2 and IRC Section minimum roof slope on which the roof tiles are installed R902.1. must be 21/2:12 (20.83%). Care must be taken during field 3.0 DESCRIPTION installation to ensure that horizontal joints are kept parallel ® to the eave and vertical joints are at right angles to the 3.1 Eagle Tiles: eave in order to ensure uniform contact between the tiles These roof tiles are interlocking extruded concrete roof and proper fit. All cracked and broken roof tiles must be tiles composed of Type II portland cement, washed sand, replaced. Underlayment must comply with and be installed ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed ANSI1111 as an endorsement of the subject of the report or a 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. twecra Copyright 0 2016 ICC Evaluation Service,LLC.All rights reserved. Page 1 of 4 ESR-19b0 I Most Widely Accepted and Trusted Page 2 of 4 in accordance with IBC Section 1507.3.3 or IRC Section accordance with the requirements of the applicable code. 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 with new construction. When installation is over use in concrete roofing tile applications. Installation of tiles existing spaced sheathing boards, underlayment 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, may be used. One layer of ASTM D226, Type II 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® and Eaglelite® concrete roof tiles are Class A roof covered under this section are identical to those described coverings in accordance with IBC Section 1505.2 and IRC in Section 4.1. 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„it) of 130 mph (209 km/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 TRINVSRCA IBC or 40 feet (12.2 m) or less 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 slope of 60 degrees or less from horizontal. the IRC. 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 ICC-ES. be designed to withstand the aerodynamic wind uplift 6.0 EVIDENCE 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 TRI/WSRCA 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 field tile is imprinted with the EAGLE logo aerodynamic uplift moment for the specific roof tile being (see Figure 2). Tiles produced at the Sumterville, Florida, installed. The allowable aerodynamic uplift moment for the plant have the EAGLE logo and"FLORIDA" (see Figure 3) roof tile fastening system selected from Table 7A of the imprinted on each field tile. Each Eaglelite tile is identified TRINVSRCA 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 colored 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 address; color; quantity of tiles per pallet; production date; Eagle® and Eaglelite® 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 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) (psf) MANUFACTURING FACILITY LENGTH WIDTH Eagle" Eaglelite 8.8 — Sumterville,Florida Capistrano High 9.0 5.7 Rialto&Stockton,California 9.0 — Phoenix,Arizona 7.7 — _ Sumterville,Florida Malibu Medium 17 123/8 9.03 5.5 Rialto&Stockton,California 9.03 — Phoenix,Arizona Bel Air,Estate,Double Eagle Bel Air, _ Phoenix,Arizona& Ponderosa,Double Eagle Ponderosa, Flat(Low) 9.7 Sumterville,Florida Golden Eagle,Artisan and Tapered 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. 'All dimensions are nominal. TABLE 2—TILE FACTORS AND TILE FACTOR RATIOS TILE DISIGNATION TILE FACTOR 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: 1 inch=25.4 mm 'Tile factor ratio=Tile factor/Base tile factor of 1.407 ft3.See Section 4.4.3 of this report and Appendix B of the TRI/WSRCA installation manual for additional details. ESR-1900 I Most Widely Accepted and Trusted Page 4 of 4 \11 \r v. _____ \ -\ •. , ,7' r 1r �f. -- \ /MN T 12344 \•_-12 3A' \✓ \yam,0-- Capistrano ` Capistrano Tile Malibu Tile Capistrano/Malibu Trim Tile io. 141h. 1r ,7 \ , 111111111111111111.1111r\--1 \ Mid' .-1- Bel Air/Artisan Tile Double-Eaje Bel Air Tile Estate Tile i. ,(\ \\ 111111114 o r 17N, \ 17' \ rr k, 1 ,144' \ iiii- 1144' \'\ ` _�.r.-Y 11/<' \ \ � \ 11M' i\I ,29A'-`• ,28/8• _12 3/6' re. Artisan Tapered Slate Tile Ponderosa Tile Double-Eagle Ponderosa Tile Golden Eagle Tile \\ \ \\\\\t: ,r �- n 1r �� 1 i/� 33 1:- 6 7A• \ f°I\ a1/Y \ s 7h• \+�`113A.-l.. \67A•\ f\ 118A•-". \67A• Smooth Ridge Trim Tile Smooth Rake Trim Tile Brushed Ridge Trim Tile Brushed Rake Trim Tile FIGURE 1-FIELD TILE AND TRIM UNITS . 11,1 =1.11" 14/1 ,.. EAGL - ~ o I DA ROOf7Rti PRODUCTS FIGURE 2-EAGLE ROOFING PRODUCTS LOGO FIGURE 3-FLORIDA LOGO