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HomeMy WebLinkAboutUntitled , 41111116% 6#?kAliCad.et 41 1! :; BUILDING & SAFETY DIVISION coMPt.ET C� ARCADIA - 240 West Huntington Drive ,�c\> jo, Arcadia, California 91006-3104 �l'ORATvo' 8 1 8 ) 5 7 4 - 5 4 1 6 1. YAU1;' 1 0J'' 1 500 S OLD RANCH RD 10/13/88 09: 57 Permit No : A8802647 Project No : AU001402 Status : APPROVED Validated by : CP Inspector area: 206 This type : Single Family Project Date Applied : 10/13/88 Date Issued : 10/13/88 Parcel number Date Finaled . Group-occup/use: Date To Expire: Owner : GREEN, ROBERT Applicant : GREEN, JUDY Applicant Addr : 500 S OLD RANCH RD ARCADIA, CA 91006 Job Address : 500 S OLD RANCH RD Phone number : 818-447-2479 Valuation 12 , 391 Construction : ADD Permit to do : GARAGE & WORKSHOP This type : SFP Plan No. > 23089 School Certification No> 392 Homeown Assoc. (YES/NO) > YES Name Of Homeown Assoc. > S.A.VILLAGE Date Association Apprvd> 070588 Fee description Units Fee/unit Ext fee Data Garage (Enter Square Footage) 3104> 742 . 00 Building Permit Fee 3104> 196. 55 S.M. I .P. Fee 714-2207> . 87 *** Fees Required *** *** Fees Collected & Credits *** Receipt No. Date Payment 10/13/88 197 . 42 Total Fees: 197 . 42 Total Payments: 197. 42 Balance Due: . 00 J CALL FOR INSPECTION DECLARATIONS Requests for inspections should be made at least In accordance with Health & Safety Code, Section twenty-four hours in advance by telephone at 19825,all required declarations on the reverse side of 574-5416, 8:00 A.M. -5:00 P.M. this form have been properly signed and dated by the permittee. Inspectors office hours are: Verified by: 8:00-9:00 A.M.; 1:00- 1:30&4:30-5:00 P.M. Signature !JJIII1 ( 1II z O v O❑ U ❑Y�O ❑0 4 0 1! 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N o o 0 0 -- > -I -I 4 -i in m m m E z z Z 0 0 Cl) N 11_5 73 _ - - ` - I . • - - -- • . . - • - • I . . - - • • 4' -. - z 0 m I _ ~ . v (77') - / K ) `-� / r,_{,..\_iki, �� �� [/l^/ / ) / / (�, P�-/ � / /�/ �_/ ^ -- _____-_ _ -. �_ ______'___-_ -_�__-____ -_ . - _ - ^ __ - ____� -- __--_ ..._ ) ,/ . ) i , .________ coto IP Rao _ _ ......_...... .._____ __. 1 4 -11 ,,, ,,,,,r, 31VG ! a III i - • "iii, .'4 "5,=',,. / ) , : i i , i ,, ,.v&) ,-- ,,,,vi -,, / f , \ \ 2 ,1 i ___ _ ______.y __,___ FINDINGS ARCADIA CITY MODIFICATION COMMITTEE 8:15 a.m., Tuesday, July 26, 1988 CONFERENCE ROOM PUBLIC HEARING MC 88-061 Address: 500 South Old Ranch Road Applicants: Robert and Judy Ann Green Request: Modifications for a new two-car garage and workshop: A. 3'-0" northerly side yard in lieu of 5'-0" (9252.2.4) B. Occupancy of 585 sq. ft. (39%) of the required rear yard in lieu of 375 sq. ft. (25%) (9252.2.11) FINDINGS The applicant is proposing a new 742 square foot two-car garage and workshop with a 3 foot northerly side setback and a 10 foot rear setback. The 3 foot setback is requested so that an existing slab foundation may be used. The slab was put in place in 1982 when a similar Modification request had been approved. The applicants did not relocate the garage at that time and the Modification has expired. The Architectural Review Board of the Santa Anita Village Association has reviewed and approved this proposal. The Committee considered the request reasonable and determined that approval of MC 88-061 would secure an appropriate improvement. ACTION Approved There is a five working day appeal period for this application, building permits cannot be obtained until August 3, 1988. Please contact the Building Department at 574-5416 to determine the number of building plans required for plan check and proper permits to be obtained before construction. Any modification granted by this application must be used within twelve months (July 26, 1989) or this application shall become null and void. Plans shall be in substantial compliance with the plans approved by the Modification Committee. Any minor alteration made to said plans shall be subject to the review and approval of the Planning Department. COMMITTEE MEMBERS PRESENT: Szany, Butler & McIntyre PLANNING DEPARTMENT REPRESENTATIVE: Kasama B06 -04- 90 /1-izi, 7 owoii ' -/5-:,' ,,;(21: . xt„... ) h.-,,,,,,,,,' 5j - 430? i*?C/g (571c, - /_-.- Ifs (,,.. 9 tilt-1,,teA1-1.' ) U Xt 57) \-5)• 061L1 l '- iii:-/If-/ L116 ' ''41772j i d„, )Ziwid,i(-1-cd 9 164>)7.1) 11/71"- (-/ ' - • 7- i *- 11/,6t 17Le-, /V1--' ' 4 (7 ' /11 ' / e, 4 /249-7/Y / • ( , , , - • `..! - , , d4/1Ttli ' . 7,/ti/b • , a ,,e__,/ Li/ (if?"11,4•h- -1-1 '`/ , —i SANTA ANITA VILLAGE i COMMUNITY ASSO7N-Th / APPROVED : • .1,. A mak . .. 1'HUC U1/1E321i4., 4,..4,..,J., lY.Ur. /14J.:=7bb43 __ `e Post-it"Ft to 7671 Dee o� • -� Boo-o� g''90. (1i.: TO From ��� �` `WIL c°4.41,„Q. �' e; 1 � NER-423 Phone# Phone# // Re-issued•November 1, 2002 Fax# ' Revision A November 1, 2003 ICC Evaluati� ' 35l - Q3 0, Fax d.Whittler,California 90601 a(5s2)89e.0543 w .ICC-BS.01" 'wpm's,Lana-MA/muiie woo.ouee w omnmgnam,Alabama 35215 a(205)59139800 J ( Regional Office a 4051 West Flossmoor Road,Country Club Mk,aims 60478 a(701:9759.23o5 Legacy Report on the 2000 international Building Code®with 2002 Accumulative Supplement to the International Codes®,the 2000 international Residential Code® with 2002 Accumulative Supplement to the International Codes®, the 1999 Standard Building Code®,the BOCA®Nylons/Building Code/1999.the 1997 Uniform Building Code*"and the 1998 International One-and Two-Family Dwelling Coda®. DIVISION 07-THERMAL AND MOISTURE PROTECTION Shake panels are 443/4 in.(1137mm)wide by 15i/2 in. (394 Section 07320-Roof Tiles mm)deep. GERARD ROOFING TECHNOLOGIES 'Galvalume is a regIstered trademark of BIEC International 955 COLUMBIA STREET Inc. BREA,CALIFORNIA 92821-2923 1.800-23ROOFS 4.0 INSTALLATION www.aerardusa.com 4.1 General 1.0 SUBJECT Gerard® Stone-Coated Tile and Shake Panels shall be Coated Steel Roofing Panels: installed on wood or steel battens spaced approximately 1.1 Gerard8 Stone-Coated Tile and Shake Panels 14 to in. (368 mm) on center over open rafters, spaced or 1.2 Armor Stone-Coated Tile and Shake Panels solid sheathing, or an existing roof covering in accordance 1.3 Diplomat Stone Coated Tile and Shake Panels with the following: 1.4 Canyon Shake Stone Coated Panels 4.2 Battens and Counterbattens 2.0 PROPERTIES FOR WHICH EVALUATION iS SOUGHT Wood battens are nominal 2x2 in. (51x51 mm) and 2.1 Roof Covering Classification counterbattens are nominal 1x4 in. (25x102 mm) standard 2.2 Roof Resistance grade,or better,Douglas fir or other species having a specific 2.3 Weather Resistance gravity of 0.50 or greater. Steel battens are hat-shaped sections with a 1 112 in. (38 mm)minimum height,fabricated 3.0 DESCRIPTION from minimum No.22 gage[0.0025 in.(0.64 mm))galvanized steel.Battens are as shown in Figure 1 of this report, Gerard®Stone-Coated Tile and Shake Panels described in 4.3 Roof Slope and Underlayment this report are used as roof coverings over new and existing roofs. Gerard® Stone-Coated Tile and Shake Panels shall be The roofing panels are formed from mild steel complying with installed on roof slopes of 2 1/2:12 (20.8 percent slope) or ASTM A653 Structural Grade 33,minimum,and have a zinc. greater with an undone layer of two layers Tyrga No. er galvanized G90 coating complying with ASTM A924 or a organic-fiber felt(or one layer of Type II No.30 organic-fiber Galvalume®'AZ50 coating complying with ASTM A792.The Building It Code),complying In jurisdictions n wiS adopting the Uniform steel panels have a baked-on primer on both sides with a the roof Code),complying with ASTM panels Type limited Where semigloss wash coat on the underside. The base metal the roof sloco is less than 2 1/2:12,the panels are limned td thickness is 26 gage(0.0159 In.(0.40 mm)J.After the panels use as a decorative cyst covering only,and shall a installed are formed,the upper surface and flange edges are coated codry roof covering system in accordance with the applicable with crushed stone chips bonded to the panels with an acrylic code. resin. A clear acrylic overglaze Is applied to the panels to On all steep slope roofs (greater than 2 1/2:12),where the complete the process.Z The panels weight 1.4 pounds per January average temperature is 25°F(-4°C),or lam,or where square foot(6.84 kg/m ). there Is a possibility of ice dams forming along the eaves Tile panels are 45 3r4 in. (1162 mm) wide by 151!2 in. (394 causing a backup of water,an ice shield shall be installed in mm)deep. accordance with the following: ICC-ES iegay reports are not to he construed as representing cfsn,e,tcs or any over attributes not specified'',addressed,nor are they to be can eve d as an endorsement l'the subject of the report or a recommender/on for it.asses 7,ire tt h 0 Keirronly by ICC Evaluation Service Inc.,express or implied as to ANSI anyfindinp or other matter io this report,ar ad to any product covered by the rrpor/, ,,_ Page 1 Copyright CO 2003 e,I6 De(44/etn 14:b1 71452'36643 PAGE 02!08 4 ' Page 2 of 8 0..... .., NER-423 • Spaced or solid sheathing and two layers No.15 or one Uniform classified roofs,the classification shall remain the same. ►aver No. 30 In jurisdictions adopting the Building Code)organic fiber felt underleyment shall be For Installations over existing built-up roof coverings,all loose installed in the field of the roof. gravel and debris shall be swept off.Blisters in the plies shall be cut and nailed flat. Raised perimeters, such as gravel • Solid sheathing and two layers No. 15 felt applied, stops,shalt be covered by the Gerard roofing system.Where shingle fashion,solid-cemented between the plies or a the system is installed over integral gutters, a fascia board waterproofing membrane shall extend from the eaves nailed to the rafters shall be provided and installed outside edge to a point 24 in. (610 mm) minimum inside the the gutter, exterior wall line of the building. Felt layers or Class C:Wood shake and wood shingle ridge and hip caps waterproofing membrane shall also run the full length of shall be removed, and the existing roof covering cut back the metal valleys. flush with the fascia or barge cover.Nominal 1 x4 In.(25x102 4.4 Now Roofing Application mm)wood counterbattens are Installed parallel to the framing (perpendicular to the eaves)at a maximum spacing of 24 in. 4.4.1 Class A: The roofing panels, recognized as Class A, (610 mm)on center.Counterbattens shall be fastened to the framing members using nails of sufficient are designed to be Installed on woodorsteel fficient length to penetrate battens placed 14 1/2 in.(368 mm)on center,over spaced or 1 in.(25 mm)into the framing member or through minimum solid sheathing. 3/4 in. (19.1 mm)thick sheathing.Nall spacing is 12 in. (305 Wood battens are attached to the supporting mm)on center. The diamond point of the nail shall be fully Wood battens spaced are attached to ohcesuppo wing ra,with exposed on the underside of the sheathing. Nominal 2x2 in. 16d nails of sufficient length to penetrate at least 1 in. (25 for Gerard shake panels,and are nailed to(the counterbattens mm)Into the framing member. When 1x4 in. (25x102 mm) using 16d nails.Nailing shall be done to prevent splitting the counterbattens(installed parallel to framing)are used,wood battens or counterbattens. The panels shall be fastened to battens shall be attached with 16d nails spaced 12 in. (305 the battens in the same manner as described in Section 4.4 mm)on center, of this report.New flashing shall be installed over and around Steel battens are attached to the supporting framing all existing valleys, vents and chimneys in accordance with members,spaced 24 in.(810 mm)on center,maximum,with the requirements of the applicable code.The valley used in two No. 10x3/4 in.(19.1 mm)corrosion-resistant galvanized reroofing shall be as shown In Figure 3 of this report. sheet metal screws spaced 24 in. (610 mm)on center. Class B:When a Class B roof assembly Is required over an Panels adjacent to the ridge are field adjusted by cutting and existing non-rated roof covering, installation shall be as bending vertically, described for the Class C roof with the following addition: Valleys are framed using wood or steel battens spaced 6 in. Mineral-surfaced 72 pound cap sheet,complying with ASTM (152 mm)apart,fastened on both sides of the valley.Valleys D3909, shall be fastened in place over the existing roofing are framed to receive No. 28 gage [0.016 in. (0.41 mm)J material with 2 In.(51 mm)minimum head and side laps,prior corrosion-resistant metal flashing which extends out at least to the application of 1x4 in,(25x 102 mm)counterbettens and 3 In. (76 mm)on both sides of the center fine.Valley flashing 2x2 in.(51x51 mm)battens.The cap sheet functions as a fire end laps are 4 in. (102 mm)minimum. Metal valley flashing resistive sheet and is permitted to be used to satisfy the shall have one layer of Type 30 felt underlayment,36 in.(914 underlayment requirement of Section 4.3 of this report, mm)wide,under the full flashing length. As an alternative to using mineral-surfaced 72 pound cap All full size panels shall be fastened to the roof prior to cutting sheet for Class B installations,an underlayment of 1 1/2 in.(38 ridges or valleys.The panels mm)thickfoil-feoedfiberglassbanketinsulation,orl-1f2inch panels for plaoement at hips, are staggered a minimum of one module,and are fastened to thick foil-faced fiberglass batt insulation placed between each the battens with five 6d galvanized Halls, 1 1/2 in. (38 mm) 2x2 batten, or one layer of Elk Corporation's 'Verashield long, or No. 10x1 1/2 in. (38 mm) galvanized sheet metal Underfaymenr is permitted to be installed. installation shall screws, Fasteners are positioned 1 1/2 in. (38 mm)from the be with the fail face up and 2 in. (51 mm)headtap5 over the center of the concave and along the down-turned edge of the existing roof surface prior to the application of 1 x4 in. panel.Care shall be exercised in nailing to avoid striking the (25x102 mm) counterbattens and 2x2 in. (51x51 mm) finished surface of the panel. battens. Ridge end hips shall have a minimum 2 in.(51 mm)nominal Class A:When a Class A roof assembly is required over an thickness and project approximately 4 in. (102 mm), existing non-rated roof covering, Installation shall be as minimum, above the rafters or existing roof surface. The described for the Class C roof with the following exceptions: panels shall be fastened to the side of the ridges and hips • One layer of 114 in. (6.4 mm)thick minimum Georgia after mitering,cutting,and bending,and shall then be capped Pacific pens-Deck overleyment followed by nominal with the appropriate trim and finished as the regular panels. Gable ends shall be capped with gable cap pieces, rake or exs rng shakes or}shingles(((mechanically fastened ever to existing shingles molds,or individual trim caps. the roof deck) or attached to 1x4 in. (25x 102 mm) Roof openings shall be flashed with flashing formed to match counterbattens;or the shape of the panels. • One layer of Type G3 Cap Sheet,granule side up,shall 4.5 Reroofing Application be placed over existing shakes or shingles followed by nominal 1x4 in. (25)102 mm) counterbattens Gerard Stone-Coated Tife and Shake Panels shall be mechanically fastened to the roof deck-Nominal 2x2 In. installed over existing wood shake, wood shingle, asphalt (51 x51 mm)battens shad be mechanically fastened to shingle or gravel surfaced roofing, subject to the conditions the nominal 1x4 in. set forth here and g p complies followed by (21x102 mm) noun SK-faced provld(n the roof slope corn lies with Y 1 1/2 In. (12.7 mm) thick FSK-faced Section 4.3 of this report,Battens and counterbattens shall be insulation,foil face u installed in accordance with the applicable code. When 2x2 in.(51x51 mm)batteln b�wean each nominal Gerard steel panel assemblies are installed over existing 04/22/2004 14:02 7145296643 PAGE 03/08 Page 3 of B -. •- NER-423 • Gerard foam Insert/insulation and support panels over ° = 5vL/8EAb+ vUS9800+0.003384L+ a E(n,X)/2b existing wood shake or shingles shall be placed between the vertical nominal 1x4 in. (25x102 mm) For SI: counterbattens and between the horizontal nominal 2x2 ° = 381 vt'I2EAb+vt/2347+0.086L+25.4E(4X)/2b in. (51x51 mm)battens where: • One layer of minimum 1/2 inch thick (12.7 mm)water- resistant core gypsum Sheathing,complying with ASTM A Area of chord cross section[(in2 (mmz)) C 79, is Installed over the counterbattens using 4d b = Diaphragm width[ft(mm)] drywall nails or equivalent. The gypsum sheathing joints must be tightly butted.As an alternative to%2 Inch E = Elastic modulus of chords[Ibf/ft2(kpa)j(perAFPA- thick (12.7 mm)gypsum sheathing, use two layers of NDS) Elk Corporation's "Versashield Underlayment". In L = Diaphragm length[ft(mm)] jurisdictions utilizing the 1997 Uniform Building Code. when the steel panel roofing system Is installed over v = Maximum shear due to design loads in the wood shake or wood shingle roofs, the above%= inch direction under consideration[lbf/ft(Wm)) thick(12.7 mm)water-resistant core gypsum sheathing, ° = Deflection(in.(mm)) E( is installed over the counterbattens and covering the ° =Sum of Individual chord-splice slip values on entire surface of the existing wood roof or one layer of both side of the diaphragm, each multiplied by X. the Elk Corporation's"Versashield Underlayment",satisfies splice distance to the nearest support. the requirements of Section 1516.3 and Table A-15-A of Calculations for diaphragm deflection shall account for the the UBC Appendix. Steel roof panels so Installed over usual bending and shear components as well as any other existing roofs comply with UBC Standard 15-2 and are factors,such as nail deformation,which will contribute to the Class A fire-retardant roofing assemblies. deflection. In all four assemblies the roof panels shall be attached 5.0 IDENTIFICATION to the 2x2 in. (51)(51 mm)battens. 4.6 Wind-resistant Assemblies Pallets or bundles of Gerard Stone-Coated Tile and Shake Recognition in Jurisdictions utilizing the 1997 Uniform Building ddress,hproduct name i and this CC-ES Legacy Evaluation Code is limited to Exposure B areas where the basic wind Report No. (NER-423). speed does not exceed 80 mph (129 km/h), the building 8.0 EVIDENCE SUBMITTED height is less than 40 ft (12192 mm), and installation is in accordance with Section 4.4 or 4.5 of this report. In 6.1 Manufacturer's descriptive literature and installation jurisdictions utilizing the 2000 International Building Code,the recommendations,Product r3installation Manual,Stone 2000 International Residential Code, the 1998 international One and Two Family Dwelling Code, the BOCA National Coated Steel Roofing,*Gerard Roofing Technologies, 2001-03-01. Building Code/1999, and the 1999 Standard Building Code 6.2 Test report on Class A fire resistance in accordance the maximum allowable wind uplift pressure is as shown in with ASTM E108 (UL 790), prepared by Underwriters Table I of this report The balance of the installation shall be Laboratories Inc., File R12596/87NK4698,dated June as described in Section 4.0 of this report. 24, 1987,signed by James M.O'Shea and R.L. Dona- 4.7 Structural Diaphragm hue. 6.3 Fire Resistance Classification Tests in accordance with Structural roof diaphragms using the roof panels described In ASTM E108 (UL 780), performed by United States this report shall be constructed as follows: Testing Company, Inc.,signed by Michael S.Elliott and Nominal 1x6 in. (24)(152 mm) standard grade, or better, Petrick V,MeCullen: Douglas fir sheathing or sheathing of other species having a specific gravity of 0.50 or greater,spaced a maximum of 9 in Classification Report No. Date In. (241 mm) on center, shall be nailed to framing in accordance with the applicable code. The framing shall be B LA21024 6-30-82 spaced a maximum of 24 in. (610 mm) on center. Wood battens,counterbattens and the roofing panels are Installed (Over Existin LA21992 11-30-82 over the spaced sheathing In accordance with Section 4.1 of Roofs) g (Addendum,to this report.Fasteners attaching the counterbattens to the roof - ) LA21557 shall penetrate into the framing and shall be within 8 in. 152 C mm)of the counterbatten ends. ( 1 A4023t 3.27-84 The resulting diaphragm has an allowable shear of 180 lbf/ft 6.4 Test report on static pressure uplift, prepared by (2628 N/m)and is equivalent to 15/32 In.(11.9 mm)thick CDX date September Research 1984,signed by A.A.Sakhnt417Q plywood using 8d nails over 2 in. (51 mm) wood framing dated Se ingmaer2a 1nsf signed de design,S prepared y. members in an unblocked diaphragm, with nails 6 in. (152 6.5 Engineering En ineerngons ter wind beri8, 87, sig by mm)on center at the edges and 10 In.(254 mm)on center In andnson Engineering, dated October 8, 1987, signed the face of the plywood. The maximum aspect ratio Is 4:1. 6.6 BRANT Z MT 836 5000 Johnson,aerated Weathering Diaphragm deflections, based on using 15/32 in. (11.9 mm) Test. Copy of BRANTZ Test MTR 836 certified and thick CDX plywood,shall be estimated by using the following signed_by J.R.Duncan,head of Building Science Group. equation: 6.7 BRANTZ Appraisal 128 1985. 6.8 Test report, Assessment of Resistance of Roof Coverings to Impact of Hailstones, prepared by Commonwealth Scientific and Industrial Research Organization,Report CSiRO,DBR,August 1978,signed by K.J.Martin,officer conducting test.and F.A.Blakey, chief of division. I04/Z.4/Zk7b4 14:b2. /14bYybb4� p.- t74/bti Page 4 of 8 NER-423 6.9 Test report. Simulated Wind and Snow Load Tests, Douglas C.Miller,engineer team leader. prepared by Department of Scientific and Industrial 6.23 Underwriters Laboratories inc., Test Report File Research, Auckland Industrial Development Division R12396. Project 96NK28830, issued November 27, (A.I.D.D.), Reference 81/971. dated June 6. 1979, 1996, revised April 15, 1997. containing 2000 hour signed by J.Phillips. carbon-arc accelerated weathering tests on panels with 6.10 Test report on Cyclic Loading, prepared by Cyclone an alternate base coat, signed by Roger Anderson, Testing Station. Report TS 126, dated July 23, 1980, senior engineer associate, and James Hatcher, staff signed by Professor K. P.Stark. engineer. 6,11 Test report on ultraviolet light testing, prepared by 6.24 Underwriters Laboratories Inc., Test Report File Wakefield Laboratories, Limited, Report 9870, dated R12596, Project 98NK14487, dated May 27, 1998. August 18, 1983. containing fire tests conducted in accordance with 6.12 Test Report on Test Record 1,Class 8 fire resistance of reroofing over Class C organic felt shingles,and Class ASTM E108 for Class a fire resistance on 4.5 Class on A fire resistance of reroofing over Class A fiberglass panel assembly as described in section 4.5 Class A shingles.Test Report on Test Record 2,penetration test exceptions 1 and 2,signed by Roger Anderson,senior of 200 lb load with 3 inch diameter steel plate. Test engineer essociate, and Douglas C. Miller, engineer report on Test Record 3,weatherometertest,2000-hour 6.25 team a leader. Laboratories Inc., Test Report File carbon arc, performed by Underwriters Laboratories R12596, Project 00NK19313, dated August 10,2000. Inc.,File R12596,Project 88NK17073,dated February containing fire tests conducted in accordance with 24, 1989,signed by Kenneth D. Rhodes, engineering ASTM El 08 for Class A fire resistance classification on group leader, Fire Protection Department,and Wayne panel assembly as described in section 4.5 Class A A. Kisinfelder, associate managing engineer, Fire exception 4,signed by William G.Marshall,engineering Protection Department. associate,and Douglas C.Miller,engineer learn leader. 6.13 Underwriters Laboratories Inc.written reply/opinion on 6.26 Underwriters Laboratories Inc., Test Report File modifications to existing Gerard tile and introduction of R12254, Project OONK11270, dated October 9, 2000, Gerard shake.Letter dated February 7,1989,signed by containing fire tests conducted in accordance with Kenneth D. Rhodes, engineering group leader, Fire ASTM El 08 for Class A fire resistance classification on Protection Department,and William G.Marshall,senior panel assembly as described in section 4.5 Class A engineering assistant,Fire Protection Department exception 3, signed by Roger Anderson, senior 6.14 Test report on wind-driven rain using a 2:12 roof slope, prepared by Underwriters Laboratories Inc., File engineer associate, end Douglas C. Miller, engineer team leader. R12596,Project 90NK5766,dated May 8,1990,signed 6.27 Underwriters Laboratories inc., Test Report File b Roger Anderson and Kenneth Rhodes. R19254, Project 99NK45831, dated March 21, 2000, 6.15 Tyest report on wind-uplift resistance, prepared by containing fire tests conducted In accordance with Underwriters Laboratories Inc.. Flies R14086-2 and ASTM E108 for Class A fire resistance classification on R14086-3. Project 90NK5787, issued May 31, 1990, panel assembly as described in section 4,5 Class A revised September 19, 1990, signed by Greg Rezek exception 3 and Class 8 alternative, signed by Roger and Kenneth Rhodes. Anderson, senior engineer associate, and Douglas C. 6.16 Engineering calculations for wind and diaphragm design,prepared by Research and Code Development. 6,28 Test rreporrtseunder ASTM leader.108 for Elk Corporation's dated June 1992 (revised September 3, 1992), and Versashield Underlayment, Underwriters laboratories additional calculations dated November 16, 1993, Inc., File R19254, signed by roger Anderson and signed and sealed by T.H. Carter, P.E. 6.17 Test report on racking shear,prepared by United States Douglas of C. Miller. Testing Company, Inc.. Test Report 186038-1, dated •Project 00NK531151March 21,ix2000. May 13, 1992, signed by Michael Beaton, P.E., and •Project 00NK33728b,December 5 2000. David Peres, • Project 01 NK09235,March 15 2002. 6.18 Teat report on wind driven rain and static pressure uplift 6.29 Letter report, Gerard Listing R125�8, Underwriters performance tests using a 2 1/2 :12 roof slope, Laboratories Inc..October 26,2001,signed by William re axed by Construction Research Laboratory, Inc., G.Marshall and Douglas C. Miller. p p y 6.30 Engineering calculations, Wind Loadings ASCE 7-96, Test 5603, dated May 19, 1992, signed by R chard Walker Engineering,Inc.,August 21,2002,signed and Sambelia. 6.19 Test report on Class A spread of flame test In sealed by Gary W.Walker,P.E. accordance with ASTM E108, by Underwriters 7.0 CONDITIONS OF USE Laboratories Inc.. File R12596, Project 92NK11696, dated June 22, 1992, signed by William G. Marshall, The iCC-ES Subcommittee for the National Evaluation senior engineering assistant, Engineering Services, Service finds that the Gerard Stone-Coated Tile and Shake Dept. 411, and Douglas C. Miller, engineering team Panels as described in this report complies with or is a leader, Engineering Services Dept.411. suitable alternate to that specified In the 2000 International 6.20 Test reports on racking tests In abcordance with ASTM Building Code®with 2002 Accumulative Supplement to the E72, by United States Testing Company, Inc., Test International Codes®, the 2000 international Residential Report 178653,dated March 28, 1990,revised April 3, Code® with 2002 Accumulative Supplement to the 1990,and Test Report 176876,dated October 9,1990, International Codesat, the 1999 Standard Building Code@, signed by Michael Beaton,test engineer,and Stephen the BOCA®National Building Code/1999,the 1997 Uniform A.Castle,manager,Engineering Department. Building Coder" and the 1998 International One-end Two- 6.21 Report of state,transverse upliftload tests,prepared by Family Dwelling Code®subject to the following conditions: RADCO,Test Report RAD-185,Project C-5086,issued June 1993• 7.1 Prior to reroofing with the panels,the existing roof shall 6.22 Underwriters Laboratories Inc., Test Report File be inspected and approved by the code official,when R12596,Project 93NK11425,dated February 3, 1994, required by the applicable code. containing fire tests conducted in accordance with 7.2 This report is subject to periodic re-examination. For ASTM E108 on panels with an alternate base coat and information on the current status of this report,consult panels installed over wood shingles and shakes,signed the ICC-ES website. by William G. Marshall, engineering associate, and 04/22/2004 14:02 7145296643 PAGE 05/08 . ' Page 5 of 8 -- - NER.423 FASTENER REQUIREMENTS FOR REROOFING EXISTING ROOFF PANELS AND BATTENS BATTEN TO COUNTER-BATTEN TO RAFTER OVER COUNTER- PANEL EXISTING WOOD SHAKES' BATTEN 2 TO ROOF DESIGN (qty-size) (qty-size) BATTEN HGT WIND 7 in.spaced 10 in.spaced ABOVE SITE UPLIFT , sheathing sheathing SPEED GRADE EXP ROOF PRESSURE 24 in. 18 in. 18 in. 24 in. (mph) (ft) RATING AREA Jfta min.A�of 1 (Ibf ) 16 ins o.c., o.c. o.c. � 24 in.o.c. o.c. o.c. fasteners 110 60 max 9 1.16d @ 1.16d la 1-16d® 1.16d t 2-16d 1 tow" 5-6d in ` 125 max 30 1 in.o.c. 7 in.o.c. 10 In. 10 in.o.c_ screw each 90 60 max i FIELD 35.5 o.c. panel 110 max 20 130 60 max E 1-16d@ 2-16d @ 2-16d @ 1-#8x3" 1-16d& 2#8x3"A 5-8d In 140 max- 30 7 in.o.c. 7 in.o.c. 10 in. Screw @ 1 #8x3" screw each 110 60 max C EDGE 84.5 o.c. 10 in,o.c. screw panel .130 max 15 140 60 max 9 1-16d @ 2-16d O 1-16d 0 2-16d a 1 #8x3" 1.16d& 5-6d In 150 max 30 7 in.o.c. 10 in. 10 in. 10 in.o.c. screw 1#8x3" each 120 60 max ' C - FIELD 52.8 o.c. o.c. screw panel 140 max 15 170 60 B 1-16d a 1•#8x3" 2-16d @ 1-16d& 1 2#8x3" 1-16d& 6-8d In 130- 60 max C EDGE 125.9 7 In.c.c. screw© 10 In. #8x3" screw 2#8x3" each 160 max 15 7 in.o.c. o.c. screw O screw panel 160 60 max B� 10 in.o.c. - 1Ll6d(g3 2-16d @ 2-16d© 2-16d @ 1 #8x3" 2#8x3" 4-8d In 170 max 50 7 in.o.c. 7 in.o.c. 10 in. 10 in.o.c. screw screw each 140 60 max C FIELD 73.8 o.c ., panel 160 max 20 170 60 8 21-18d(ctO 1-16d& 1-#80" 1-#8x3" 2#8x3" 3#8x3" 9-8d in 160 60 max C EDGE 175.9 7 in.o.c. 1 #8x3" screw Q screw i screw screw each 170 max 40 11 screw @ 10 in. 10 in. o.c. panel 7 in.o.c. o.c. J For SI: 1 in,=25.4 mm, 1 ph= 1.61 km/h. 1psf=0.047 kPa Notes to Table 1: 1. Fasteners shall 'enetrate a minimum of 1 in.into or through the roof sheathing or framing member. 2. Fasteners shall ..e spaced at 14-1/2 in.o.c. 3. Wind design crit.ria is ASCE 7-98. 4. Table is based o the following factors: • Importance F; for of 1.00 • Category II 8u Iding • Partially snob ed building • Gable or Gabl:/Hip roofs • Roof slopes g -ater than 10°(2:12) and less than or equal to 30°(7:12). 5. To convert wind •eed from 3 second gust to faktest mile use Table 1609.3.1 of the IBC or Table R301.2.1.3 of the IRC. 04/22/2004 14:02 7145296643 PAGE 06/08 Page 6 of 8 NER-423 Figure 1* PRODUCT ILLUSTRATION ,QS►.rn) 04.)b0 NOmIMI Ir asaN (, .oen,q �` 11 MISSION CAP 41 W°(7 ) 1'1IyI I � B"X 151/4" x TILE PANEL 15 1/2" X 45 3/4" 2*Meow r/pomp,' tan )mil, Orema)'m i-F------ y + �) --•_ r SHAKE CAP I_ s"X15 114" 111-•1)) 11+ m s' 1") Ter") 1.......--- `,Re legroom an second hail d panel. (;m'n)�I �� \C SHAKE PANEL 15 1/2" X 44 3/4" r����nt illI�1 NVIII������� �Iall ilintI1 a + 4-Nominal UIIIE14" •► f4- 1"Nominal 5" CANYON S ggKE PROFILE 04/22/2004 14:02 7145296643 PAGE i7i08 . • Page 7 of 8 .- — NER-423 Figure 2* BATTENS MISSION TRIM FRAMING SHAKE TRIM FRAMING FOUR 2 x 2 6'MART(OUT- (127emY) OICE EDGE) (, -� TWO 2 X 2 ON OP OF EACH OTHER M$ teethed can be wee*RR ti• ,1i \ MWOn'Wm. ,� RIDGE •- TWO2X2 5'APART(Our 1 5-, ( °27"")tem EDGE) ini ONE 2 X 2 AT MP C " Use this moved wlot& HIP HIP STEEL BATTEN CHANNEL SECTIONS PANEL BATTEN CHANNEL SECTIONS -,.. pr ..L. 1 ,..,. -dif ift, i, 414.14,4-'"27'l f-114'—,/ X---2,v----.j 04/22/9004 14:02 7145296643 F'A(at d8!08 Page 8 of 8 NER-423 Figure 3* TYPICAL DETAILS 1 x 4 COUNTERBATTENS / PIIOBJ K :,, SEALANT \ \ Oa . 41 Pr ' I If ' / .:, ,r ' 7 "...-.:- . -...c .-.- , ,-ylr--...; .. ,-- .7,:,...1.,"/ / .,..1.4.,.; ....,, ...::::00.-..-7,."....::::,_,-a..,,/. ., , ._ , • ,,.. ._� � �,.: ////iii; %;i/�; . .:._. 4 Cut eheulpr hole for dDe Denauelbn ! +"I, ,__---- 0 2 x zX N i► �/` $CALANT 7/. -L.-r. i RIDGE TRIM -,r..em ite,, ,/ 4MME /,,.;,f' MOW MEA1U*EMENTS /r 401 o- `THESE DRAWINGS ARE FOR ILLUSTRATION PURPOSES ONLY. THEY ARE NOT INTENDED FOR USE AS CONSTRUCTION DOCUMENTS FOR THE PURPOSE OF DESIGN, FABRICATION OR ERECTION. Ago T• • /0( ` /JepI-SUBJE 'per DATE":: „0,,,,,:4-,'") i , ti: 44;. tom` a Wit ► .. , . ..� - 1"), it/ - -' ' tit iiie, / i ,,,,-,fr-A--fr,A,11— ''." t -- ' ' PLEASE REPLY TO SIGNED eti,,,,,,,,,,, ,..., 6,, ,,,,,,,. i • DATE I SIGNED [REDIFORMI® 4S 469 SEND PARTS 1 AND 3 WITH CARBON INTACT. — voer#09 Aso sees)49 gas PART 3 WILL BE RETURNED WITH REPLY. OF / 41~ MARY B. YOUNG 9,,5,/„., MAYOR PRO TEMPORE _ , r 240 West Huntington Drive CHARLES E. GILB ARCAD Arcadia, California 91007 ROBERT C. HARBICHT in** (818)574-5400 DENNIS A. LOJESKI r,E\ 40, COUNCILMEMBERS OR!'ORATE9 GEORGE J. WATTS ROGER CHANDLER JUNE D. ALFORD CITY MANAGER MAYOR CITY CLERK ADMINISTRATIVE MODIFICATION MA 89-050 October 10, 1989 APPLICANT: Robert A. Green ADDRESS: 500 South Old Ranch Road REQUEST: A 3'-0" southerly side yard setback in lieu of 5'-0" required for the installation of new pool equipment (Sec. 9252.2.4.). FINDINGS: The applicant is proposing to locate new spa equipment (mechanical pump and filter) within the site's required southerly side yard area. The Santa Anita Village Home Owner's Association and the adjoining property owners have reviewed and approved this request. Also, it is staff's opinion that approval of MA 89-050 will secure an appropriate improvement. ACTION: Approved All mechanical equipment must still comply with the City's noise level regulations regardless of the setback modification. There is a five working day appeal period for this application, building permits cannot be obtained until October 18, 1989. Please contact the Building Department at 574-5416 to determine the number of building plans required for plan check and proper permits to be obtained before construction. Any modification granted by this application must be used within twelve months or this application shall become null and void. ING DEP tT CORKRAN W. NICHOLSON ASSOCIATE PLANNER Certificate No. 0392 ARCADIA UNIFIED SCHOOL DISTRICT 234 Campus Drive, Arcadia, CA 91006, (818) 446-0131 (Certificate of Compliance with Fee Provisions of Government Code Section 65995) Developer Robert & Judy Green iG '---- Si ature of Applicant Address 500 S. Od Ranch Road The person signing represents that he/she is authorized to Arcadia, CA 91006 sign on behalf of the owner/ developer and that the infor- Telephone (818) 447- -Z 447 mation provided is true and accurate to the best of his/ her knowledge. Fee Schedule: The Development Fees levied by the Arcadia Unified School District under the provision of Section 65995 of the Government Code are: Residential Development $1.53/sq. ft. Commercial/Industrial Development $0.25/sq. ft. Tract/Project Address 500 S. Old Ranch Road, Arcadia, CA 91006 Number of Buildings in Project(s) one Building Permit Application No(s) 88-533 Lot/Address Use of Building Area (Sq. Ft. ) FEE 500 S. Old Ranch Rd. Residence 742 0 (garage) INFORMATION BELOW SOLID LINE TO BE COMPLETED BY SCHOOL DISTRICT Subtotal (attached sheets) Total Fees Due 0 Receipt No. N/A ( ) This is to certify that all fees due to the Arcadia Unified School District under provision of Government Code Section 65995 as a prerequisite to the issuance of a Building Permit by the Department of Public Works have been received. Based on the above information presented, this Certification of Completion is hereby executed. ( x ) This is to certify that the above-described development has been determined to be exempt from the development fees of Government Code Section 65995 and Building Permits may be issued therefor. Approved: 10/12/88 C. Earl Davis, Assistant Superintendent - Business Services Date WHITE-Applicant YELLOW-Accounting Dept. PINK-Business Office GOLDENROD-Other City of Arcadia Building and Safety Division PROPERTY INSPECTION REPORT tk-tber+ A. and Jbny f• G-ree , owner of property located at (please print name) ©o . Old Roy,cL ■ oC , Arcadia, California, do hereby give my consent for a property inspection at the above address by the Building and Safety Division. The ose of the inspection is to inve§f sate work w ' • ay - e been done w' ••. benefit of permits or ins ss._ The undersigned agree - any violations fou •►: -.I+ is inspection will be corrected in compft6nc� e'with applicable codes and ordina - withir- irty (30) day . NOTE: This is not a permit and does not constitute acceptance by this Department. -Alt-corrections -herein stated must be completed prior to any approval from this Department. Date &"".Zlv—&7 Signed:x INSPECTION REQUESTED FOR: F,-'-" / it_95f c_77 ' diV 4.0/aif�a/US„ BUILDING CORRECTIONS REQUIRED: p \I(so,�( ( w jQ ' &F /\lt�w NL 1 nvc j�tl A-s I/Kew`Fo►J •-+7II akr re-1z n.ir 7( 1'i 3 per ,00 Tt- 3e 0,200 0 (3R1-1-I,2ec s r t wA I lx)S 7'o s`t T s 1/ &A/1A-Oui ( (c e$4Tc ati ' W,k-s oT &G- v -K►-O Uri l' (2,,cce v(rUJ Ntu) 1 ( isSv CA. PERMITS REQUIRED: � v �ts - x(ATT. F,,-L A424"'6E l2 l0ci IToru Building _ _ Demolition Electrical Heating Plumbing ZONING CORRECTIONS REQUIRED: 1 ZONING: Setbacks Lot Coverage Open Area Parking FEE 1 ''n - 3°`g7 INSPECTOR ail!``'d''`r �' ``� INSPECTION DATE 4'1--67 APPROVAL DATE 7`Z'8. - WHITE COPY — FILE CANARY COPY —APPLICANT DBS-57 Building Department City of Arcadia Re: Room Addition 500 South Old Ranch Road Arcadia, California Sirs: We are the owners of the above-identified property and will be applying drywall to the room addition ourselves. We plan to do so with drywall screws and a power operated gun. No nails will be used on the exterior walls for a period of at least ten (10) days after each coat of stucco is applied. Very truly yours, gcrt .„7-c ROBERT A. GREEN JUDY A. GREEN t ReceivFD JUL 2 0 1977 July 19 , 1977 BU1CDF jy6 p�PrA 500 S. Old Ranch Rd. Arcadia, CA 91006 Edward G. Chastain Superintendent of Building & Safety City of Arcadia Building Department P. 0. Box 60 Arcadia, CA 91006 Dear Mr. Chastain: We obtained building permit No. 59350 on April 21, 1977 , for the conversion of a closet to a bathroom. We would like to have the deadline for the rough inspection on that permit extended 30 days . The conversion was delayed due to difficulty in acquiring a double pocket door arrangement with the proper opening. We now have the pockets, and should be prepared for a first inspection on the structural, plumbing and electrical work within 30 days . Very truly yours, Judy Green rill t filk r n 1 1 ICI kct 1 l . in - ct tr- - J CE