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14070011 CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 10852 WILKINSON AVE CONTRACTOR:JON R CRASE PERMIT NO: 14070011 CONSTRUCTION INC OWNER'S NAME: FREDERICK VIVIAN RTRUSTEE 164 GILMAN AVE STE A DATE ISSUED:07/03/2014 OWNER'S PHONE: 4083160023 CAMPBELL,CA 95008 PHONE NO:(408)370-1485 ❑ LICENSED CONTRACTOR'S DECLARATION JOB DESCRIPTION:RESIDENTIAL COMMERCIAL `�, ,7 REPAIR FIRE DAMAGED ROOF STRUCTURE OVER l License Class Lic.# GARAGE Contractor t;� r51Z— Date �] ^3 "� (500 SQ FT); REROOF EXISTING RESIDENCE (2300 SQ FT). 1 hereby affirm that I am licensed under the provisions of Chapter 9 (commencing with Section 7000)of Division 3 of the Business&Professions Code and that my license is in full force and effect. I hereby affirm under penalty of perjury one of the following two declarations: I have and will maintain a certificate of consent to self-insure for Worker's Compensation,as provided for by Section 3700 of the Labor Code,for the rformance of the work for which this permit is issued. Sq.Ft Floor Area: Valuation:$36000 have and will maintain Worker's Compensation Insurance,as provided for by Section 3700 of the Labor Code,for the performance of the work for which this APN Number:35613034.00 Occupancy Type: permit is issued. APPLICANT CERTIFICATION I certify that I have read this application and state that the above information is PERMIT EXPIRES IF WORK IS NOT STARTED correct. I agree to comply with all city and county ordinances and state laws relating WITHIN 180 DAYS OF P IT ISSUANCE OR to building construction,and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We)agree to save 180 DA �PECTION. indemnify and keep harmless the City of Cupertino against liabilities,judgments, costs,and expenses which may accrue against said City in consequence of the r ILl ,granting of this permit. Additionall the applicant understands and will complyDate: with all non-point source regul i s per the Cupertino Municipal Code,Section 9.18. RE-ROOFS: Signature Date ? 3 1 all be inspected prior to any roofing material being installed. If a roof is installed without first obtaining an inspection,I agree to remove all new materials for inspection. ❑ OWNER-BUILDER DECLARATION Signature of Applicant: Date- 1 hereby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: ALL ROOF COVERINGS TO BE CLASS"A"OR BETTER I,as owner of the property,or my employees with wages as their sole compensation, will do the work,and the structure is not intended or offered for sale(Sec.7044, Business&Professions Code) 1,as owner of the property,am exclusively contracting with licensed contractors to HAZARDOUS MATERIALS DISCLOSURE construct the project(Sec.7044,Business&Professions Code). 1 have read the hazardous materials requirements under Chapter 6.95 of the California Health&Safety Code,Sections 25505,25533,and 25534. 1 will 1 hereby affirm under penalty of perjury one of the following three maintain compliance with the Cupertino Municipal Code,Chapter 9.12 and the declarations: Health&Safety Code,Section 25532(a)should 1 store or handle hazardous I have and will maintain a Certificate of Consent to self-insure for Worker's material. Additionally,should I use equipment or devices which emit hazardous Compensation,as provided for by Section 3700 of the Labor Code,for the air contaminants as defined by the Bay Area Air Quality Management District I performance of the work for which this permit is issued. will maintain compliance with the Cupertino cipal Code,Chapter 9.12 and I have and will maintain Worker's Compensation Insurance,as provided for by the Health&Safety Code,Sections 5,25 nd 25534. Section 3700 of the Labor Code,for the performance of the work for which this permit is issued. Owner or authorized agent: Date: 1 certify that in the performance of the work for which this permit is issued,I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of Califomia. If,after making this certificate of exemption,l CONSTRUCTION LENDING AGENCY become subject to the Worker's Compensation provisions of the Labor Code,I must I hereby affirm that there is a construction lending agency for the performance of forthwith comply with such provisions or this permit shall be deemed revoked. work's for which this permit is issued(Sec.3097,Civ C.) Lender's Name APPLICANT CERTIFICATION Lender's Address I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction,and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes.(We)agree to save indemnify and keep harmless the City of Cupertino against liabilities,judgments, ARCHITECT'S DECLARATION costs,and expenses which may accrue against said City in consequence of the I understand my plans shall be used as public records. granting of this permit.Additionally,the applicant understands and will comply with all non-point source regulations per the Cupertino Municipal Code,Section Licensed Professional 9.18. Signature Date CONSTRUCTION PERMIT APPLICATION Is COMMUNITY DEVELOPMENT DEPARTMENT•BUILDING DIVISION 10300 TORRE AVENUE •CUPERTINO, CA 95014-3255 4 77- 228• FAX 408 77 - uildi in r CUPERTINO ( 08)7 3 ( ) 7 3333 b nq a(�cupert o.o q ❑NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION/Ti ❑ REVISION/DEFERRED ORIGINAL PERMIT# PROJECT ADDRESSAPN# 08sz w��►� t�s�i� ✓� 3 13- 0 3 OWNER NAME D ``Zf" ZL PHONE�D3-3 J 6-()O Z 3 E-MAIL STREET ADDRESS ` CITY, STATE,ZIP 1 FAX Sgtr: upf_ - Np C4� CONTACT NAME PHONE E-MAIL GIU(� fl 1G y�_q6 S-OS'y 60k64-(K STREET ADDRESS� R✓� CITY,STATE,ZIP� ^ FAX ❑OWNER ❑ OWNER-BUILDER N(OWNER AGENT ❑ CONTRACTOR ❑CONTRACTOR AGENT ❑ ARCHITECT ❑ENGINEER ❑ DEVELOPER ❑TENANT CONTRACTOR NAME LICENSE NUMBER LICENSE TYPE BUS.LIC# 3-o ) Gz-rS(Z blJY - z T COMPANYNAME (f 2A 5 iz- O tJS ,C�C)1J E-MAIL FAX '169 7D�-0L3� STREET ADDRESS U� �1�. CITY,STA64iTE,ZIsJ� �A (?6�E PHONE,_Q�_ 3 7nr1 '1- � ARCHITECT/ENGINEER NAME U ILII I N I11�A LICENSE NUMBER ! BUS.LIC/# (J tS COMPANY NAME J E-MAIL FAX L 5Coi i21� S16tJ S(t)Ti @ 5607T,91ES/6rJ, 601M `M-37Y 03 STREET ADDRESS. J• 7`Z S CITY,STATE,ZIP „^ _ U GA• 0,7o PHONE `OS ^ .3 78-5 7�A DESCRIPTION OF WORK �� V�' S TUC 7PZZ PL✓� v VPLHI's 7 EXISTING USE PROPOSED USE CONSTR.TYPE I #STORIES l' 1_ 2 USE TYPE OCC. SQ.FT. VALUATION(S) EXISTG NEW FLOOR DEMO TOTAL AREA AREA AREA Sao Q NET AREA BATHROOM KITCHEN OTHER REMODELAREA REMODELAREA REMODELAREA PORCH AREA DECK AREA TOTAL DECK/PORCH AREA GARAGE�AREA: DETACHATTACH #DWELLING UNITS: IS A SECOND UNIT ❑YES SECOND STORY OYES BEING ADDED? ❑NO ADDITION? ❑NO PRE-APPLICATION OYES IF YES,PROVIDE COPY OF IS THE BLDG AN ❑YES RE I TOTAL VALUAT ON: PLANNING APPL# ONO PLANNING.APPROVAL LETTER EICHLER HOME? ONO By my signature below,I certify to each of the following: I am the property owner or authorized agen on t roperty owner's behalf. I have read this application and the information I have provided is cogrecV I have read the Description of Work and ve accurate. I agree to comply with all applicable local ordinances and state laws relating to bing const c n. I authorize representatives of Cupertino to enter the above-identified property for inspection purposes. Signature of Applicant/Agent: 7 Date: l - S T l SUPPLEMENTAL IN ORMATION REQUIRED PLAN CHECK TYPE ROUTING SLIP New SFD or Multifamily dwellings: Apply for demolition permit for ❑ OVER-THE-COUNTER ❑ BUILDING PLAN REVIEW existing building(s). Demolition permit is required prior to issuance of building permit for new building. ❑ EXPRESS ❑ PLANNING PLAN REVIEW Commercial Bldgs: Provide a completed Hazardous Materials Disclosure ❑ STANDARD ❑ PUBLIC WORKS Form if any Hazardous Materials are being used as part of this project. ❑ LARGE ❑ FIRE DEPT Copy of Planning Approval Letter or Meeting with Planning prior to ❑ MAJOR ❑ SANITARY SEWER DISTRICT submittal of Building Permit application. ❑ ENVIRONMENTAL HEALTH BldgApp_201 1.doc revised 06/21/11 CITY OF CUPERTINO FEE ESTIMATOR- BUILDING DIVISION ADDRESS: 10852 WILKINSON AVE DATE: 07/03/2014 REVIEWED BY: SEAN APN: 356 13 034 BP#: Q DD� "VALUATION: 1$36,000 *PERMIT TYPE: Building Permit PLAN CHECK TYPE: Alteration / Repair PRIMARY PENTAMATION USE: SFD or Duplex PERMIT TYPE: 1 SFDWLROO WORK REPAIR E ROOF STRUCTURE & RE-ROOF E 23 SQ'S SCOPE F-1 Li NOTE: This estimate does not include fees due to other Departments(i.e.Planning,Public Works, Fire,Sanitary Sewer District,School District,etc. . These ees are based on the prelimina information available and are only an estimate. Contact the Dept-for addn I info. FEE ITEMS Tee Resolution l I-053 ETf 7%1'13 FEE QTY/FEE MISC ITEMS Plan Check Fee: $0.00 2,300 s.f. Re-roof Suppl. PC Fee: (j) Reg. 0 OT 0.0 1 hrs $0.00 $368.00 1RER00FRES PME Plan Check: $0.00 Permit Fee: Hourly Only? 0 Yes (F) No $0.00 Suppl. Insp. Fee:Q Reg. 0 OT Q.Q hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 0 Work Without Permit? 0 Yes (2) No $0.00 G Advanced Plannin&Fee: $0.00 Select a Non-Residential 0 Building or Structure 0 Strony, Motion Fee: IBSEISMICR $3.60 = hrs Inspections Bldc,Stds Commission Fee: 1BCBSC $2.001 $278.00 1STINSP Inspection, Hourly SUBTOTALS: $5.60 $646.00 TOTAL FEE: $651 .60 Revised: 07/01/2014 Building Department City Of Cupertino 10300 Torre Avenue Cupertino, CA 95014-3255 Telephone: 408-777-3228 CUPERTINO Fax: 408-777-3333 CONTRACTOR/ SUBCONTRACTOR LIST JOB ADDRESS: k��Z W 11,1c�soy /r. PERMIT# I Lft7 OO IJ OWNER'S NAME: V rv„" i rw. o Z tGK. PHONE# 1OV -316-G0 Z 3 GENERAL CONTRACTOR: CZArSIF- Ch1 5T BUSINESS LICENSE# ADDRESS: I b Lt 6 1 L4AA0 CITY/ZIPCODE: CAo Pj31£GC- CA IKWR' *Our municipal code requires all businesses working in the city to have a City of Cupertino business license. NO BUILDING FINAL OR FINAL OCCUPANCY INSPECTION(S) WILL BE SCHEDULED UNTIL THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS HAVE OBTAINED A CITY OF CUPERTINO BUSINESS LICENSE. I am not using any subcontractors: Signature Date Please check applicable subcontractors and complete the following information: SUBCONTRACTOR BUSINESS NAME BUSINESS LICENSE # Cabinets & Millwork Cement Finishing Electrical Excavation Fencing Flooring/Carpeting Linoleum/Wood Glass / Glazing Heating Insulation Landscaping Lathing Masonry Painting/Wallpaper Paving Plastering Plumbing Roofing Septic Tank Sheet Metal Sheet Rock Tile Own/r/Contractor Signature Date SMOKE / CARBON MONOXIDE ALARMS I lie OWNER CERTIFICATE OF COMPLIANCE COMMUNITY DEVELOPMENT DEPARTMENT• BUILDING DIVISION CUPERTINO 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 (408)777-3228• FAX(408)777-3333 •building(a�cupertino.org Permit No. 4iea 7OUiJ Address LIO�S t�-rte-�� #of Alarms Smoke: Carbon Monoxide: PERMIT CANNOT BE FINALED AND COMPLETED UNTIL THIS CERTIFICATE H.�s BEEN. I�;N �D AND RTi�TRrNFD TO THE BUILDING DIVISION G PURPOSE This affidavit is a self-certification for the installation of all required Smoke and Carbon Monoxide Alarms for compliance with 2013 CRC Section R314,2013 CBC Sections 420.6 and 907.2.11.2 where no interior access for inspections are required. GENERAL INFORMATION Existing single-family and multi-family dwellings shall be provided with Smoke Alarms and Carbon Monoxide alarms. When the valuation of additions, alterations, or repairs to existing dwelling units exceeds $1000.00, CRC Section R314 and CBC Sections 907.2.11.5 and 420.6 require that Smoke Alarms and/or Carbon Monoxide Alarms be installed in the following locations: AREA SMOKE ALARM CO ALARM Outside of each separate sleeping area in the immediate vicinity of the X X bedroom(s) On every level of a dwelling unit including basements X X Within each sleeping room X Carbon Monoxide alarms are not required in dwellings which do not contain fuel-burning appliances and that do not have an attached garage. Carbon monoxide alarms combined with smoke alarms shall comply with CBC Section 420.6 and shall be approved by the Office of the State Fire Marshal. Power Supply: In dwelling units with no commercial power supply, alarm(s)may be solely battery operated. In existing dwelling units, alarms are permitted to be solely battery operated where repairs or alterations do not result in the removal of wall and ceiling finishes or there is no access by means of attic,basement or crawl space. Refer to CRC Section R314 and CBC Sections 907.2.11.4 and 420.6.2. An electrical permit is required for alarms which must be connected to the building wiring. As owner of the above-referenced property, I hereby certify that the alarm(s) referenced above has/have been installed in accordance with the manufacturer's instructions and in compliance with the California Building and California Residential Codes. The alarms have been tested and are operational, as of the date signed below. I have read and agree to mpi th thq,49ANs and conditions of this statement Owner(or Owner Agent's)Name: ✓/ 4Si na ure.......... . ......c....... ... .......................................................................Date: Contractor Name: A.L.. /,�// _ySi nature... ....::.... ........................................Lic.# .!�.kl..`�..1...7..............Date:. Smoke and CO form.doc revised 03/]8/]4 WALL CONSTRUCTION TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF SPACING OF FASTENERS FASTENER a.b,` Roof 1 Blocking between joists or rafters to top plate,toe nail 3-8d(2'/2"x 0.113') - 2 Ceiling joists to plate,toe nail 3-8d(2'/2"x 0.113') - 3 Ceiling joists not attached to parallel rafter,laps over parti- 3-10d - tions,face nail 4 Collar tie to rafter,face nail or 1'/,"x 20 gage ridge strap 3-10d(3"x 0.128') - 3-16d box nails(3'/2"x 0.135') 2 toe nails on one side and 1 toe nail on 5 Rafter or roof truss to plate,toe nail or 3-1Od common nails opposite side of each rafter or truss' (3"x 0.148') 6 Roof rafters to ridge,valley or hip rafters:toe nail face nail 4-16d(3'/2"x 0.135') - 3-16d(3'/2"x 0.135') Wall 7 Built-up studs-face nail 1 O(3"x 0.128') 24"o.c. 8 Abutting studs at intersecting wall corners,face nail 16d(3 1/2"x 0.135") 12"o.c. 9 Built-up header,two pieces with'/2"spacer 16d(3'/2"x 0.135') 16"o.c.along each edge 10 Continued header,two pieces 16d(3'/2"x 0.135') 16"o.c.along each edge 11 Continuous header to stud,toe nail 4-8d(2'/2"x 0.113') - 12 Double studs,face nail l Od(3"x 0.128') 24"o.c. 13 Double top plates,face nail 10d(3"x 0.128') 24"o.c. 14 Double top plates,minimum 24-inch offset of end joints, 8-16d(3'/2"x 0.135') - face nail in lapped area 15 Sole plate to joist or blocking,face nail 16d(3'/2"x 0.135') 16"o.c. 16 Sole plate to joist or blocking at braced wall panels 3-16d(3'/2"x 0.135') 16"o.c. 3-8d(2'/2"x 0.113') - 17 Stud to sole plate,toe nail or 2-16d(3'/2"x 0.135') - 18 Top or sole plate to stud,end nail 2-16d(3'/2"x 0.135') - 19 Top plates,laps at corners and intersections,face nail 2-1Od(3"x 0.128') - 2-8d(2'/2"x 0.113') - 20 1"brace to each stud and plate,face nail 2 staples 1% - 21 1"x 6"sheathing to each bearing,face nail 2-8d(2`/2"x 0.113') - 2 staples 1'/," - 22 1"x 8"sheathing to each bearing,face nail 2-8d(2'/2"x 0.113') - 3 staples 1'/," - 3-8d 2'/ "x 0.113' - 1.11 "A94, fir i 1"x 8"sheathing to each bearing, 4 staples 13/," - Floor 24 Joist to sill or girder,toe nail 3-8d(2'/2"x 0.113') - 25 Rim joist to top plate,toe nail(roof applications also) 8d(2'/2"x 0.113') 6"o.c. 26 Rim joist or blocking to sill plate,toe nail 8d(21/2"x 0.113') 6"o.c. 27 1"x 6"subfloor or less to each joist,face nail 2-8d(2'/2"x 0.113') - 2 staples 1% - 28 2"subfloor to joist or girder,blind and face nail 2-16d(31/2"x 0.135') - 29 2"planks(plank&beam-floor&roof) 2-16d(31/2"x 0.135') at each bearing Nail each layer as follows:32"o.c.at 30 Built-up girders and beams,2-inch lumber layers 10d(3"x 0.128') top and bottom and staggered. Two nails at ends and at each splice. 31 Ledger strip supporting joists or rafters 3-16d(3'/2"x 0.135') At each joist or rafter (continued) 2013 CALIFORNIA RESIDENTIAL CODE 199 WALL CONSTRUCTION TABLE R602.3(1)—continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS ^ SPACING OF FASTENERS ITEM DESCRIPTION OF BUILDING MATERIALS DESCRIPTION OF FASTENER',`° Edges Intermediate supports"(inches)' (inches) Wood structural panels,subfloor,roof and Interior wall sheathing to framing and particleboard wall sheathing to framing 32 3/81,-1/2n 6d common(2'x 0.113')nail(subfloor,, wall)' 6 129 8d common(21/2"x 0.131')nail(roof) 33 19/32" 8d common nail(2'/2"x 0.131') 6 129 34 1'/e"- 1'/4" 10d common(3"x 0.148')nail or 6 12 8d(21/2"x 0.131')deformed nail Other wall sheathing" 35 1/2"structural cellulosic 11/2"galvanized roofing nail,'/16"crown or 1"crown 3 6 fiberboard sheathing staple 16 ga., 11/4"long 36 25/321 structural cellulosic 13/4"galvanized roofing nail,'/16"crown or 1"crown 3 6 fiberboard sheathing staple 16 ga., 11/2"long 37 /2"gypsum sheathing' 11/2"galvanized roofing nail;staple galvanized, 7 7 11/2"long; V/4 screws,Type W or S 38 5/e"gypsum sheathing° 1 /4galvanized roofing nail;staple galvanized, 7 7 15/8"long; 1 /e"screws,Type W or S Wood structural panels,combination subfloor underlayment to framing 39 3/ "and less 6d deformed(2"x 0.120' nail or 6 12 4 8d common(21/2"x 0.131')nail 40 7/81,- 1^ 8d common(2' 2"x 0.131')nail or 6 12 8d deformed(21/2"x 0.120')nail 41 11/ "- 11/ " 10d common(3"x 0.148' nail or 6 12 9 4 8d deformed(2'/2"x 0.120')nail For SI: 1 inch=25.4 mm,1 foot=304.8 mm,1 mile per hour=0.447 m/s; 1 Ksi=6.895 MPa. a. All nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing and sheathing connections shall have minimum average bending yield strengths as shown:80 ksi for shank diameter of 0.192 inch(20d common nail),90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch,and 100 ksi for shank diameters of 0.142 inch or less. b. Staples are 16 gage wire and have a minimum'/1fi inch on diameter crown width. c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). f. For regions having basic wind speed of 110 mph or greater,8d deformed(2'/Z"x 0.120)nails shall be used for attaching plywood and wood structural panel roof sheathing to framing within minimum 48-inch distance from gable end walls,if mean roof height is more than 25 feet,up to 35 feet maximum. g. For regions having basic wind speed of 100 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on center.When basic wind speed is greater than 100 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. h. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253.Fiberboard sheathing shall conform to ASTM C 208. i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at all floor perimeters only.Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking.Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code.Floor perimeter shall be supported by framing members or solid blocking. j. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toenails on one side of the rafter and toenails from the ceiling joist to top plate in accordance with this schedule.The toe nail on the opposite side of the rafter shall not be required. s ter. 200 2013 CALIFORNIA RESIDENTIAL CODE RASIONS 6Y Cif COUNTY ASSESSOR ------- SANTA C ARA COUNTY . CALIFORNIA INDEX fl F f i C £ mmPAGE3 _ .3 35 ... i 7-17 44 'SHEET DESCRIPTION 4� aa �7 s , , wo 7/ + s 4D ,' 3$ 3$ fc`~4 1 -- .— __.�_ --_ ; COVER ro 62 �. �� MONT � .� � AO.2 (E) PLAN , FRAMING DETAILS TRACT *qe 4417 EBELLO-UNJ0 3 17 xv to 4 WILKINSON mq jaw 3s sus 7; I A, 12 AwswiaaPs t NQ 5004 Lt 37 AVENUE 2 za -39 43 40 41 E4 4 as 32 31 � �� ' 17 t4n U) 14 3S R 44 0 % R i a° �$ 23 Z4 2 22 21 t W CO C V3 A�&!L Ifll1�t7 , j CD SANTA TERES C3 C�56 �� C � � } 4t.4 S '2C. � � 00 L so : DRIVE a: se � ! G t - - ._. . . So o w � r< �_ �ag�.� ��p� LLT C9 W et PCZ w Z x z Qc�C o w ua c �. w W L2: ~93 o tom►W u- U =3 ui o lammed mAW R t L tom. Sic 3V. OCCUPANCY u- _ !` n- ;o 0 W C''i U 4, co OCCUPANCY GROUP R-31 U W TYPE OF CONSTRUCTION VB u_ NUMBER OF STORIES TWO 3 � LOCATION MAP m SCOPE OF WORK: REPAIR FIRE DAMAGED GARAGE ROOF FRAMING. REPLACE RCFF SHEATHING AND ROOFING. JUL 0 3 2014 y 3y- CS Z �r- APPf..tCAM E CMES: PROJECT SMN-L COMKY WM � 2013 Res Code(28 lxft"atwW Bing�) 2013 Cade CL. 2013 Caftmia MAnbrq Cele(2006 Code) 2013 Me Cods l+as cat Code) m Z 0 2013 Cdb"ga C Ae WN Code) W Z LL' 2010 EneW Gelds Q ® 0 2013 CaWamb Are Code&2006 kftffmdorW Ane Code 2013 C�E> $ E;u Cede CUfi��.,9�,n1,-iy�'DjVjiuIC jvr"4-C;PAiiE�;� ?��PAPTMENT � Z Q Q. iLDiNC -CUpEfI'sNO Q -- 2013 Capt�i�Code 's V Lu k►temail�ai Cade for Pmpwty M4nlsnarce,as wed 4kjd 2013 kdmal *14 EASOV 8496g Cele, y�{ 4, d.",► �sioris BUST be kept a t the�ii�� off? o ..: "2.A3.Ad 8 AS, by[CC r }(x r C'lotrtli.�i011. it is Ur?sc'1%JV¢Us t0 T1l Yt3 any s'3 t 11'7 jionS on same,or to dovi a iLil ..it Y NOT Ts� 9 i_,mr n this nlzm arch So2otflCLitiL2r1$S.�� r ., cz ct C3 C ^•Vi 9E2i1 of to b, ate Last. 1 PE-PUIT NO- DRAWN -SCOTT CHEMED PLOT " t 1� DATE _ CHEC3 13Y 06126114 -7— 3 1`l SCALE As NOTED icle f 14-/15 AREA OF mww'O K NUMBER IN SET Trac dra4V Is the aroneety of SCOttt 006kjn Assoclatee any W4-&KKfZ6d use stripy forbidden cs+d>w Inf a m edonat copy Law. r REVISIONS BY SHADING W)WES C".Ff . 41 f W LLSWW WOT Y . MWAGM6YARE ua & SrJDS X TO as v' Eo ® m 0 � toti N 2x5 J�•gU1L.T TRUSS 5-4/4X1'!-T/8 P AT TOP PLAT/. � W � � C : ' �' 4 ® � ® Q CcU 0Q 0 40 U) 0 Go I I 20 C 1x$WPW SHEATMING lffl 151 FET LVADERLAWAM W W tr t3 w W Q 2 - z v co D W tc O Now m1a mG PLAN u- o I GP ROOF REPAIR F M N EX STING ROOF F W 00 -- p ti 0 o UJ Lu < LL ® t� a s qi 6 W C Z 3 z Vww Z Ce C Q "e u C W iii a 0 Q jf Zui m • �r ® x U. _ W m DRAWN SCOTT C+4ECKED DATE 06/26114 SCALE 114'=i-(v JOB# 14/16 SHEET AdmIlL NUMBER IN SET This drawing b the pmpeay of Scott Design Asasodalms any.unaittodzed use bs sft*forbidden under CcP041%L3ry.