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14050165tom' CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 20748 CELESTE CIR CONTRACTOR: BTC BOB TEDRICK PERMIT NO: 14050165 CONSTRUCTION OWNER'S NAME: IMOTO KOHEI AND NAOMI 2021 LAS POSITAS CT STE 151 DATE ISSUED: 05/29/2014 OWNER'S PHONE: 4088664537 LIVERMORE, CA 94551 PHONE NO: (925) 454 -0358 ❑ LICENSED CONTRACTOR'S DECLARATION JOB DESCRIPTION: RESIDENTIAL COMMERCIAL ❑ REMOVE AND REPLACE PATIO DECAY LIKE FOR LIKE /'A 2 J 5,:�, 1 License Class_ Lic. # —1 //-- ContractorL _' �ay'ar (Zg.X 0K( at, I 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 performance of the work for which this permit is issued. Sq. Ft Floor Area: Valuation: $8000 have and will maintain Worker's Compensation Insurance, as provided for by APN Number: 32658015 00 Occupancy Type: Section 3700 of the Labor Code, for the performance of the work for which this 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 PERMIT 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 in demnify and keep harmless the City of Cupertino against liabilities, judgments, 180 DAYS OM LAST CALLED INSIC7 costs, and expe s which may accrue against said City in consequence of the Issued by: Date: granting of thi per 't. Additionally, the applicant understands and will comply with all non -p int so ce regulations per the Cupertino Municipal Code, Section RE- ROOFS: 9 18. z� �y Signature Date v \ All roofs shall 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: I 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) I, as owner of the property, am exclusively contracting with licensed contractors to HAZARDOUS MATERIALS DISCLOSURE construct the project (Sec.7044, Business & Professions Code). I have read the hazardous materials requirements under Chapter 6.95 of the California Health & Safety Code, Sections 25505, 25533, and 25534. I will I 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 I 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 t upertino Municipal Code, Chapter 9.12 and I 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 the Health & Safety Code, Sect ons 505, 25533, and 25534. Date: Owner or authorized agent: permit is issued. I 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 CONSTRUCTION LENDING AGENCY Compensation laws of California. If, after making this certificate of exemption, I 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 ARCHITECT'S DECLARATION indemnify and keep harmless the City of Cupertino against liabilities, judgments, 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 q CUPERTINO CONSTRUCTION PERMIT APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION 10300 TORRE AVENUE • CUPERTINO, CA 95014 -3255 (408) 777 -3228 • FAX (408) 777 -3333 • buildinga- cupertino.org U," ,� D� B ❑ NEW CONSTRUCTION ❑ ADDITION ® ALTERATION / TI ❑ REVISION / DEFERRED ORIGINAL PERMIT # PROJECT ADDRESS 20748 Celeste Circle APN # U OWNER NAME De Anza Forge HOA PHONE 408.866.4537 E-MAIL STREET ADDRESS CITY, STATE, ZIP FAX JaddeMcGarry CONTACT NAME Archway, The Management Company PHONE 4o8.866.4537 E -MAIL 'imcRarryParchwaytmc.com STREE ADDRESS P.O. Box 3208i9 CITY, STATE, P Los U�atos, CA 95032 FAX 4o8.866.4619 ❑ OWNER ❑ OWNER - BUILDER M OWNER AGENT ❑ CONTRACTOR ❑ CONTRACTOR AGENT ❑ ARCHITECT ❑ ENGINEER ❑ DEVELOPER ❑ TENANT CONT ORR N LICENSE NUMBERR LICENSEE TYPE BUS. LIC # Ck Bob Te N, 923594 COMPANY NAME E -MAIL FAX BTC Bob Tedrick Construction Inc. NicoleF@btcqualit-y.com 92,5.,958.4,rjoo STREET ADDRESS CITY, STATE, ZIP PHONE 2021 Las Positas Court Suite 151 Livermore, CA 94551 925.454.0358 ARCHITECT/ENGINEER NAME LICENSE NUMBER BUS. LIC # Mike Koontz CACE35312, CASE2832 COMPANY NAME E -MAH. MKoontz @Qengineers.com FAX UILICI ENGINEERS INC. 4 08.583•0329 STREET ADDRESS o Union Avenue Suite 200 CITY STATE ZIP �amp;Iell, CA 95oo8 PHONE 4o8.583.0323 Ext. 13 DESCRIPTION OF WORK Decay repair on existing private patio EXISTING USE PROPOSED USE CONSTR. TYPE i # STORIES USE TYPE OCC. SQ.FT. VALUATION ($) EXISTG NEW FLOOR DEMO TOTAL AREA AREA AREA NETAREA BATHROOM KITCHEN OTHER REMODEL AREA REMODEL AREA REMODEL AREA PORCH AREA DECK AREA TOTAL DECK/PORCH AREA GARAGE AREA: DETACH I ❑ ATTACH # DWELLING UNITS: IS A SECOND UNIT OYES SECOND STORY OYES BEING ADDED? ONO ADDITION? ONO j PRE- APPLICATION ❑ YES IF YES, PROVIDE COPY OF IS THE BLDG AN ❑ YES RECEIVED - TOTI VALUATION: PLANNING APPL # []NO PLANNING APPROVAL LETTER EICHLER HOME? ❑ NO N v� By my signature below, I certify to each of the following: I am the property owner or authorized a ent tof act on the property owner's behalf. I have read this application and the information vi is correct. I have read the Description of Work and verify it is accurate. I agree to comply with all applicable local ordinances and state laws relatin g onstruction. I authorize representatives of Cupertino to enter the above - identified property for inspection purposes. Signature of Applicant/Agent: Date: 05.15.2014 SUPPLEMENTAL INFORMATION REQUIRED PLAN CHECK TYPE ROUTING SLIP zHE- New SFD or Multifamily dwellingsi Apply for demolition permit for existing building(s). Demolition permit is required prior to issuance of building ovER- COUNTER sIIH Dnvc PLAN REVIEW permit for new building. ❑ EXPRESS ❑ PLANNING PLAN REVIEW _ Commercial Bldgs: Provide a completed Hazardous Materials Disclosure ❑ sTANDA$I) ❑ PUBLIC WORDS form if any Hazardous Materials are being used as part of this project. ❑ LARGE ❑ FME DEPT — Copy of Planning Approval Letter or Meeting with Planning prior to El MAJOR E] SANITARY SEWER DISTRICT submittal of Building Permit application. ❑ ENVIRONMENTAL HEALTH BldgApp_2011.doc revised 06121111 CITY OF CUPERTINO �U-V UQrrTn4 A Wnu — 721<T11 .n11Nf nIVICInN ADDRESS: 20748 celeste cir DATE: 05/2912014 REVIEWED BY: mendez APN: BP #: *VALUATION: $8,000 'PERMIT TYPE: Building Permit PLAN CHECK TYPE: Alteration / Repair PRIMARY SFD or Duplex PENTAMATION 1GENRES PERMIT TYPE: i USE: hrs $0.00 PME Plan Check: $0.00 WORK remove and replace patio decay like for like Permit Fee: Hourly Only? 0 Yes •% No SCOPE Suppl. Insp. Fee-.(j) Reg. () OT Z� , ... �,,,•�•�,• w. »• FEE 1'llunb- - vv I F'ee: i1, ..,. P 0111 Pi!t': rf' h`(X t' fY1.5 olheY l'!?'.0 b frts "" lf25t3. "£'�:': 111117tH'. l Byp9 Fee- hrs $0.00 PME Plan Check: $0.00 NOTE: This estimate does not incluae•/ees aue to otner Departments rr..r—, ..r ��•�••�•, �, �• -• __., _______ .. . I_ -__ _.•___ ____n, -c7.. -..,t ,.,.,. ,...t...... ,,.. *:.....nfn !'.,»font tho Pont far addn'I info_ Utstrtct, etc . tnese ees are uuseu utt iae roiarro.r r FEE ITEMS (Fee Resolution 11 -053 Eff. 711113) ... �,,,•�•�,• w. »• FEE -» -� - - QTY /FEE - -- MISC ITEMS Plan Check Fee: Hourly Only? ® Yes (F) No $0.00 1 1 ] hours Plan Check, Hourly $139.00 ISTPLNCx Suppl. PC Fee: Q) Reg. 0 OT 0.0 hrs $0.00 PME Plan Check: $0.00 Permit Fee: Hourly Only? 0 Yes •% No $0.00 Suppl. Insp. Fee-.(j) Reg. () OT 0,0 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 i.fil "i.�17'LtC'f!£1:1 d f1.�: rr E) Work Without Permit? 0 Yes No $0.00 Advanced Plannin& Fee: $0.00 Select a Non - Residential E) Building or Structure A 1i°1 't °z 1"Oo,ar ?csPrtow;,'r Fees: Strom Motion Fee: IBSEISMICR $0.80 F-2.6-1 hrs Inspections $278.00 ISTINSP Inspection, Hourly Bldp, Stds Commission Fee: 1BCBSC $1.00 Me- 5 OT XL : $1.80 $417.00 , . TOTAL FEE. F $418.80 PCeVI5UU. U4 /U I /LV 14 De Anza Forge Homeowners Association Friday, April 11, 2014 To: City of Cupertino Community Development Department Building Division 103oo Torre Avenue Cupertino, CA 95014 -3255 Re: De Anza Forge Homeowners Association °2 6 Celeste Circle Please be informed that BTC Bob Tedrick Construction has been contracted to complete the decay repair onthe existing private patio at this address. This is an HOA responsibility, and the homeowner has given Archway, The Management Company permission to act on their behalf. You may contact us at anytime via telephone 408.866.4537 or fax 4o8.866.46i9. Thank you for your assistance. Sincerely, 49i Jackie McGarry Association Manager Archway, The Management Company P.O. Box 320819, Los Gatos, CA 95032 -0113 408- 866 -4537 / FAX 408- 866 -4619 SMOKE ! CARBON MONOXIDE ALARMS OWNER CERTIFICATE OF COMPLIANCE COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION FILE nizr TtNO I 10300TORRE AVENUE • CUPERTINO, CA 95014 -3255 f 8 777 -3228 • FAX (408) 777 -3333 • build in4(a)cUDertino.oro Permit No. 11-IDS (� O t%4f t evle*5tG 9 of A 1 —a 1Z 1l ZI r. l ,. DI 3?AdTT. f ! A11'I�:.t2L!ia'TN A T L`71' •A ATiti`/`'!] I\ iUT L'TT7l TT# TT!` TIITC':l+L 7)7 TTTI TT, .:::. 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 Iocations: AREA SMOKE ALARM CO ALARM Outside of each separate sleeping area in the immediate vicinity of the bedroom(s) X X On every level of a dweUing 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 8314 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 comely with the terms and conditions of this statement Owner (or Owner Agent's) Name: I ` Signature ....... .... ............................... .............................. Date: �/e...¢ ... Contractor Name: C. 1►a i natu Lic.# ... �L.:..J{�....1 .............. Date:.�P ............ C Smoke and COform.doc revised 03118114 ¢ 00 GENERAL NOTES: MATERIAL SPECIFICATIONS • ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE CALIFORNIA BUILDING 941T�: CODE 2013 EDITION AND ALL APPLICABLE LOCAL CODES AND ORDINANCES. All anchor and machined bolts, nuts, & washers shall be galvanized compatible w /grode A307. • THE CONTRACTOR SHALL CHECK ALL DRAWINGS IMMEDIATELY UPON THE NAILS RECEIPT AND SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE Minimum connection of wood members shall be in conformance with 2007 CEIC Table No. STARTING WORK. QUILICI ENGINEERS INC. SHALL BE NOTIFIED OF ANY 23- 11 -B -1. All nails to be common wire round head nails per ICBO Report /NER -272, DISCREPANCIES. U.O.N. Nails in exterior applications sholi be corrosion resistant See below for minimum • DIMENSIONS PROVIDED ARE FROM ORIGINAL CONSTRUCTION DRAWINGS FIELD nails sizes. Where nails tend to split wood, predrill holes 7/8 nail diameter. Nailing not CONDITIONS MAY VARY GREATLY. CONTRACTOR IS RESPONSIBLE FOR FIELD shown in the drawings or noted in the above reference shall be at bast two nails at all CHECKING ALL DIMENSIONS AND ANY FIELD CONDITIONS WHICH MAY AFFECT THE contact points using 8d thru 1x minimum and 16d thru 2K material. CONSTRUCTION PROCESS. ALL DEVIATIONS FROM PLANS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. NABPIYABE • BID TO BE BASED ON PRIMARY DETAIL, UNIT PRICE TO BE PROVIDED FOR Metal framing devices shall be as manufactured by Simpson Company, or ICBO approved equivalent, Metal framing devices the drawings Indicated in Simpson ALTERNATE DETAIL CONSTRUCTION MANAGER TO INDICATE APPROPRIATE DETAIL DURING CONSTRUCTION. as shown on are as the Company catalog. All devices shall be installed per manufaaturer s rocommeMations. Submit • CONNECTIONS AND IMPLIED CONSTRUCTION ASSEMBLIES THAT ARE NOT any proposed substitutions to Quilici Engineers Inc. for review prior to construction. Ali SPECIFICALLY DESCRIBED OR DETAILED SHALL BE CONSTRUCTED USING fasteners shall be property installed in all hardware. All none used for Simpson products STANDARD CONSTRUCTION PRACTICES IN COMPLIANCE WITH THE GOVERNING shall be Simpson nails ( 10, N16, etc.), U.O.N. Use Simpson W8126 or construction bracing CODES AND ORDINANCES. prior to installation of shearwall sheathing. Do Net use let -in bracing. • WHEN DETAILS LABELED 'TYPICAL' OR *SIMILAR* ARE GIVEN ON DRAWINGS, • ALL HARDWARE AND FASTENERS SHALL BE GALVANIZE PLATED. THE CONTRACTOR SHALL APPLY THE INTENT OF THE DETAIL TO THAT SPECIFIC CONDITION. LAO SCREWS • WRITTEN INFORMATION AND DIMENSIONS SHALL TAKE PRECEDENCE OVER GRAPHIC Lag screws are ASTM A307. Lag screws shall be screwed into predrilled holes of the same INFORMATION. DO NOT SCALE DRAWINGS. diameter as the root of the thread. Enlarge hole to shank diameter for the length of the shank • ALL WORK IS TO BE COORDINATED SO THAT COOPERATION BETWEEN THE TRADES WHERE REQUIRED. ERA111111119-116111L -TRADE NAMES AND MANUFACTURERS REFERRED TO ARE FOR QUALITY STANDARDS _S_zs_ Diameter Length Gouge Heed Sae Commends ONLY, EQUIVALENT SUBSTITUTIONS WILL BE PERMITTED AS APPROVED BY THE ENGINEER. 8d 0.131 in 2 1/2 in 10.25 9/32 in • CAREFULLY REMOVE EXISTING STUCCO SIDING AS REQUIRED. PANT TO MATCH EXISTING. i12d 0.148 in 0.148 in 3 In 9 5/16 in n 3 1/4 in 9 5 /16 in •CAREFULLY REMOVE EXISTING TRIM SO AS NOT TO DAMAGE EXISTING STUCCO SIDING. PRIME NEW TRIM ON ALL SIX SIDES. INSTALL NEW TRIM PER SECTIONS AND DETAILS. PANT apes a ffieko ASTM /992 or A572 -GRSO TO MATCH EXISTING. • INSTALL WALKWAY COATING PER MANUFACTURER'S DIRECTIONS, RECOMMENDATIONS, Square tubing ASTM A5DO Grade B Machine bolts, anchor bolts and nuts ASTM A307 INSTALLATION DETAILS, AND I.C.B.O. REPORT WHERE APPLICABLE. Electrodes for shielded metal arc welding AWS A5.5 E70XX • BALCONIES, WALKWAYS, LANDINGS, EXTERIOR STAIRWAYS, OCCUPIED ROOFS AND SIMILAR SURFACES Electrodes for submerged -arc welding AWS; A5.17 F7X -XXX EXPOSED TO THE WEATHER SHALL BE WATERPROOFED AND SLOPED A MINIMUM OF 1 4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2X SLOPE) FOR DRAINAGE SURFACES S SLOPE Metal primer shall conform with federal Ti- P -645A for shop prime coal TO DRAINS AND SCUPPERS. paint Apply one coat to all surfaces except except ar areas ef fold welding, and where • +/ INDICATES CONTRACTOR TO VERIFY DIMENSION PRIOR TO START OF WORK. OR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY SIGNIFICANT VARIATION. s embedded In concrete. All butt welded joints shall be AWS and AISC complete to penetration welds. Submit shop and erection drawings for review ppran to fabrication. Special Inspection • ALL NEW FINISHES SHALL MATCH EXISTING. is required for all weldsrrqq tend high etrenglh boWng. A welding aaeeqquenee shall be planned to minimize roe stresses and distortions ef indlvldual members and the bulklkg frame. All detailing, fabrication, and erection • REMOVE AND REINSTALL EXISTING DOWNSPOUTS AND GUTTERS AS REQUIRED TO INSTALL FLASHING. shall comply with AMC kdest edition.- - • ALL NEW AND EXISTING FLASHING SHALL BE INTEGRATED IN 'SHINGLE' FASHION TO M fcst4n�rrnuts shall obtain full purchase with a minimum of one - quarter -inch exposea ..::.. .. PROVIDE A COMPLETE WATER PROOF SYSTEM WHICH PREVENTS WATER AND MOISTURE';: �- r Holes for bolts In structural steel shall be 1/16' dig. larger then bolt shank, U.O.N. INTRUSION INTO THE WOOD FRAMING. -- � • PROVIDE STRIP VENTS AT ALL SOFFITS. - urcrci r ANEOU • WHERE EXISTING MATERIALS OR FINISHES ARE DAMAGED DURING CONSTRUCTION OR • BUILDING PAPER SHALL BE 15/ OR 30j ASPHALT SATURATED FELT CONFORMING TO FS UU -B79a. TYPE I, GRADE D. REMOVAL THEY SHALL BE REPLACED, AT THE CONTRACTORS' EXPENSE, WITH LIKE IN KIND AND FINISHED PER THE NOTES TO MATCH EXISTING AND REINSTALLED. SEALANT, • CONNECTIONS AND IMPLIED CONSTRUCTION ASSEMBUES THAT ARE NOT • SIKAFLIX AS MANUFACTURED BY "SIKA CORPORATION FOR THIS SPECIFIC USE. SPECIFICALLY DESCRIBED OR DETAILED SHALL BE CONSTRUCTED USING STANDARD CONSTRUCTION PRACTICES IN COMPLIANCE WITH THE GOVERNING CONIES AND ORDINANCES. - • CONTRACTOR TO SUBMIT A WORK PLAN TO OWNER, CONSTRUCTION MANAGER, AND ENGINEER FOR REVIEW PRIOR TO BEGINNING WORK IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS OR CALLED FOR IN THE GENERA. NOTES, THAN THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITION THAT ARE SHOWN OR CALLED FOR. Construction contractor agrees that in accordance with generally accepted construction practices, conietrNCtion contractor will be required to =wine sob and compote responsibility tar job she conditions during the course of construction of the project, including safety of all persons and property: that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmisss from any and all Tiabilly, real or alleged, in connection with the performance of work on this project excepting habNTrty arbft from the �sole �nee�gligence of design professional. These %.. am blended for use by only knowbdgsobIs Sconeed contractors familiar with an applicable buildup cedes and r Q .i l requilmrends, and able and wi" to rorlmaoP and materials of high quoNly. They "I be irderpnted so m to and doubt shall M reeoiv�unbss this, and other governmental requimrents. All embiguftbr Whimsies, In writing. In fawn of the construction or material of the highesiquaally. . Written Information and dmsnsion t sholl take precedence over graphic information. Do not scale drawings. All dimensions am to take precedence over scale shown an plans, ekvaWno6 sec- tion and dstaik. - My meeropa� an the plans or airy dsvk6ons from the plans which are necasi- tafW by efi M condition a ay eaidtkn ff nwd from those Indicated an the pkw, shah be called to the aUen5an of Ouad Engineers Inc. prior to oan8m-_ -. . u construction. AN work is to be aaardbated so that cooperation between tie he required. is occwwosied. . `:.. . The Builder shell take full and final reoporaWrW for comdrueting a foal product of appropri ils quo6ty and serviceability consistent with the Information and ragWremrro contained In tM construction documents or recroo aby iefarabk therefrom. and /ar , - And In the requirsmanb of mry gmrommenWl sunitU1ltyy with jurisdictions over the project; and In this regard the Bulkkx shah take fun fseponsihihty for all construction means, msUads, techniques, ssgw��s or procedures Inckrding without Imitation domolftim saavation and ersetlan aroesdurwe; for safety precautions and p rams In connection with the project; and far the timeliness or q of all the work perfomsd purncM to this ogmemeft In this regard. the Builder shag Inderaw to the fullest extant allowed by law the mokcts desiar team. and their nonar mess oar nc�ng even Trabigy claims and /or losses Involving ary indernr.o a' actual or al active negligence or design defects, and excluding only any indemn8ee's sob negligence or wilful misconduct The purpose of this repair is to miidace the existing support sienieMa. The existing structure was not structural wed conditions prior lateral forces applied to the overall stricture. Therefore, the existing prior to the minfomement of the damaged elements remain unchanged The Contractor shall compare the structural drawings with the orclidectural drawings as to loyoA dimensions arid ebvetions. All decrepanciss shad be reported to the cN� ineens Inc. and the Owner for proper adjustment before proceeding with .QlIOES All in oriole and workmanship shah conform to the California Building Code 2010 Edition and oil applicable local codes and ordinances. j FOR INFORMATInN quand by cam submittal the Engineer neer a and rd In w fa hdoma fab sle, am most exped'dbg. processed by submittal a the EnoMer ef Record t writing re the fmost ac a s -nag. Mnim verbal, or telephone requests will he given boast priority. ue they require the , the Engineer and 6sh to properly dowmeM. Upon rewipt ef written requests fa IMOrmatbn, the Engineer of Record elan prawn the requests In writing and copy the response to the design team. Anemats dstene requirrikriqg the Erg,— ef Rarard's misty and acceptance, supplemental calculations, drawing rovisi oe, eonstruetbn bunstine. or other approvals may result in time delay as the owners outhoeacrtion for oddit;onsl enginssrkp rervkes win be required. fq- A,Ar - -I Iles, • ALL NEW FINSHES SHALL MATCH EXISTING. • ALL NEW AND EXWNG FLASHING SHAT BE INTEGRATED IN 'SHINGLE' FASHION TO PROVIDE A COMPLETE WATER PROOF SYSTEM WHICH PREVENTS WATER AND MOISTURE INTRUSION INTO THE WOOD FRAMING. PROVIDE VENTILATION AT ALL SOFFITS. • WHERE EXISTING MATERIALS OR FINISHES ARE DAMAGED DURING CONSTRUCTION OR REMOVAL THEY SHALL BE REPLACED, AT THE CONTRACTORS' EXPENSE, WITH LIKE IN KIND AND FINISHED PER THE NOTES TO MATCH EXISTING AND REINSTALLED. NEW-STAIR LANDING SHALL SLOPE 1/4' PER FOOT MINIMUM AWAY FROM DOOR ENTRY. At *hear walls, a 5/8' diameter threaded rod Installed with 4 -1/4' embedment may be used as a direct substitute for each missing or mbploced 5/8' damsicr anchor tart. The threaded DE ANZA FORGE HOMEOWNERS ASSOCIATION 12 BUILDINGS TRACT # 7394 UNITS UNDERLINED= UPSTAIRS N FREEWAY 280 S "Py UFPCE CU SITE PLAN rods should be epoxied lrito a 3/4 —meter hob with Simpson SET system ppeerr LC.B.O. Report #5279. The holes should be nylon brushed and bbwn dean. Speckd inspection p per S jA!M All lumber shall be pressured treated per AWPA standards C1 & C2. Structural Joists. Bracing & - Posts P.T.D.F. No.2 & Better - 875f -b All framing lumber 6' nominal and larger In the least dimension shall be F.O.H.C. CONCRETE All concrete shall be regular weight a145 PCF) and shall develop a minimum 28 day compressive strength of 3000 p psi. acrets mix shall b the entire surface exposing the clean aggregate solidly embedded in the mortar matrix. Ah . rsirdorcing steel.- bolts, anchors, sbeves. ste..'shall be securely anchored in place before concrete . . is placed. AN reinforcing details, fabrication, and Installation shah conform to ACI Standard 315. 'latest addon, except as noted. Stagger all orphan whets: practicable and rot otherwise dertahed. :NotIY the Tesbrg twat Agency 48-hours In advance of concrete pours so at mWorcement, hardware. and concrete w bef-Inspected. .. - . Minimum concrete protection for mWorcement shoh be union otherwise noted ae PLOT P PLAMQ follows: . a. 3' wham concrete in placed against earth. - CHECKED . b. 2' where concrete is exposed to earth but placed in fours. .-]gy c. 1 -112' from exterior face of walls. rJ d. 3/4 from interior taco of walls and face of structural slabs. D DATE All grading and foundation work shall be accomplished in accordance with the VICINITY MAP �. °�y SAM �1 rT CV DO �O O � O 7: rn Ci -. ►�W� 0 9 Pi uw lC r..e U co �.JA t 4- t �It1 1 O �W W U <l Ftga gid CUQW� 00� 8=U ZW�\ ~ �` 444111111 c LIZ V cog C� �Wdo.� n Ha. S0.1 PROJECT NOTES 1 1 OF 2 Sias 0 ISTURE PROOFING IS NOT A PART OF THIS DESIGN & IS PER CONTRACTOR END OF NEW JOIS APPLY A LIBERAL QUANTITY OF CONSTRUCTION ADHESIVE AT ALL CONTACT SURFACES BETWEEN J01' (3) SOS 1/4" x 3' WOOD SCREWS O 6 "o.c. BETWEEN CONNECTOR GROUPS (E) JOIST CONT� (9) SDS 1/$' x 3' F FASTENER AM 4x4 GUARDRAIL POST FULL HEIGHT i -- WALL FRAMING NOTE: & CLADDING 4x4 GUARDRAIL POST U.O.N., Br OTHERS NOT SHOWN FULL HEIGHT & CLADDING FOR CLARITY -- O 4' -0' o.c. MAX.. TYP. hm I 4x4 GUARDRAIL POST U.O.N., ALL FLASHING & ®1� FULL HEIGHT MOISTURE PROOFING O 4' -0' o.c. MAX. BY OTHERS 3" MIN. END OF JOIST DTT2 w /ALL FASTENERS PER STD. CUT WSHR MANUFACTURER -� BETWEEN NUT & SEAT BALCONY FINISH ELEV @2' T1/2" DIAM. HOC _ 4 M.B. OR THRD. RODS w/ NUfS & WSHRS 2x10 BALCONY 2 JOISTS O 16 "o.c. NEW CONT. 2x RIM VENTED SOFFIT w/ (3) 16d /JST FINISH BY OTH A REMEDIAL PRIVATE BALCONY GUARDRAIL S2 POST CONNECTION REPAIR 1" FACE OF 1/2' THICK HOT- DIPPED EXTERIOR FINISH GALVANIZED STEEL WASHER STACK TO ALLOW AIR GAP & DRAINAGE (LAG SCREWS DIA x6" GUARDRAIL POST TO EXISTING STRUCTURE FRAMING, 2 -1/2' MIN. PENETRATION COUNTERSINK BOLTS, NUTS, & WAS IF REQUIRED I T�i ADJACENT UNIT PRNATE BALCONY 4x4 GUARDRAIL POST FULL HEIGHT i -- - - - -- NOTE: 4x4 GUARDRAIL POST U.O.N., WALL FRAMING FULL HEIGHT & CLADDING -- O 4' -0' o.c. MAX.. TYP. NOT SHOWN SCALE: 1 " -1 " -0' FOR CLARITY ®1� BY OTHERS CD C) O h O mto co V 0 .T 0 p A m Q,co 0 _..WUcoT, co �;- w vo co co .lL ® AUJAG WILDING WALL SEE A= OR AD �- INFORMATION 1491, 0 zt m 4' -0' MAX. 6' -0" MAX. 6'*0` 2. � -y UW' INTERNAIL JOIST LAMINATIONS INTERNAIL J01ST LAMINATIONS INTERNAIL J01ST LAMINALn o-iM w /(2) 0.146 z 3 -1/4' NAILS O 6'o.c. NOTE: tlgg w /(2) 0.148 x 3 -1/4' NAILS O 8 "o.e. w /(2) 0.148 x 3 -1/4' NAILS O 8 oR QW� MOISTURE PROOFING - - MOISTURE PROOFING Q or S NOT A PARE OF APPLY A UBERAL WALL ABOVE _ _ _ IS N0T A PART OF _ Wpl,l, ABOVE _ THIS DESIGN & IS _ W/yl pgpVE , -T�° W2Q� THIS DESIGN & IS QUANTITY OF A - -- 5�&CONNECTION pQt CON7RpC7pR GUARDRAIL &CONNECTION —r PER CONTRACTOR CONSTRUCTION GUARDRAIL &CONNECTION ��Q c ADHESIVE AT ALL SEE ELSZ- CAP JOIST GROUP w APPLY A UBERAL CONTACT SURFACES < 00 d CAP J015T GROUP w/ BETWEEN JOISTS CAP JOIST GROUP w/ OW�a �! SELF ADHERED MEM RANE QUANTITY OF SELF ADHERED MEMBRANE 9 ! FLASHING SUITABLE FOR THIS END OF NEW JOIST CONSTRUCTION FLASHING SUITABLE FOR THIS END OF NEW JOIST NOTCH TOP OF SELF ADHERED MEM RANE W EXPOSURE AND INTEGRATED ! ADHESVE AT ALL EXPOSURE AND INTEGRATED (N) SISTER JOIST FLASHING SUITABLE FOR THIS p N EXPOSURE AND INTEGRATED WITH WAIL FLASHING CONTACT SURFACES WITH WALL FLASHING MIN. REQ'D AMOUNT WITH WALL FLASHING ' (3) SDS 1/4" z 3" - TO CLEAR SPRINKLER 1O 6 o.c. 9) SDS 1/4' x 3" WOOD SCREWS 1._ . (9) S 1/4' x 3" z (9) SDSC1 /4" x 3" DOD SCREWS - 'I � BETWEEN JOISTS Wo SDS 1/4' x 3" FULL LENGTH MAX. WOOD SCREWS O 6'o.c. j j FULL LENGTH MAX. 5 -1 2' WOOD SCREWS O 1' MIN., T'P. - (E) JOIST CONi. i� ' RIM JOISTS 1' MIN., TYP. ` (E) JOIST CONT� �i MIN./ RINK LINE OCCURS J�O� O Y, . .. �w AL i .. ... N JOIST i�I . ND OF END QU I 9) SDS 1/4" x 3" _ MIN. i ... . MIN. MIN. QUAL Q << q Z ( (9) SOS 1/4" x 3' MIN. N \TYP• �• OF (E) JOIST &) Q SCREWS END OF JOISTS WOOD SCREWS T'P. 1" MIN., TYP. END OF JOISTS D�;g f ! ' -0' MI SEE OPPOSITE FASTENER 3' ' MIN. SEE OPPOSITE FASTENER ' -6' MIN � W 1g a 1�, F FASTENER GROUP GROUP FOR SPACING FASTENER GROUP AND DIMENSIONS VERIFY GROUP FOR VERIFY F FASTENER GROUP V W 080 NEW 2210 JOIST O 16'o.c. EW 2x10 JOIST O 16'o.c., RIPPED TO SLOPE EW 2x10 JOIST O 16'o.c., RIPPED TO SLOPE gyp! SISTERED TO EACH (E) 2x8 JOIST & SISTERED TO EACH (E) 2x8 JOIST OL - -'-`,— BLK'G & CONNECTION ¢FASTENER GROUP i,,�� & SISTERED TO EACH (E) 2x8 JOIST PER CONTRACTOR LK'G &CONNECTION FASTENER GROUP LK'G & CONNECTION PER CONTRACTOR r� \ \\ PER CONTRACTOR SCALE 1/4' - 1' -0' WALL BELOW WALL BELOW RIM JOISTS WALL 60.0W RIM JOISTS GATE XX /XX /XX PROJECT NO. 130604 )° CANTILEVER JOIST REMEDIAL REPAIR 1 6' -0° CANTILEVER JOIST — UPGRADE /E"\ 6' -0° CANTILEVER JOIST ® SPRINKLER — UPGRADE s2 \S2J -- - � NO. S 1 .1 2 OF I � CUPERTINO CONTRACTOR / SUBCONTRACTOR LIST Building Department City Of Cupertino 10300 Torre Avenue Cupertino, CA 95014 -3255 Telephone: 408 - 777 -3228 Fax: 408-777-3333 JOB ADDRESS: SUBCONTRACTOR PERMIT # t OWNER'S NAME: Q) PHONE # - GENERAL CONTRACTOR: BUSINESS LIC$NSE # 2 ADDRESS: VQ-eg 1 ( CITY /ZIPC.ODE: . *Our municipal code requires all businesses working in the city to have a City.of Cupertino business license. NO BUILDING FINAL OR FINAL P Y INSPEC ON(S) -WILL BE SCFIEDULED UNTIL THE GENERAL CONTRACTOR AND AL SU N RACTO 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 Owner / Contractor Signature Date 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 Owner / Contractor Signature Date