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15070080-DP10341 TONITA WAY 15070080 F/P SAMADDAR SUMITRO AND SEN SUPARNA SCANNED BOX # 684 5 CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 10341 TONITA WAY CONTRACTOR: CALIFORNIA HOME PERMIT NO: 15070080 BUILDERS & DESIGN OWNER'S NAME: SAMADDAR SUMTTRO AND SEN SUPARNA 1775 JUNCTION AVE DATE ISSUED: 08/19/2015 OWNER'S PHONE: 4082539042 SAN JOSE, CA 95112 PHONE NO: (408) 392-8200 LICENSED CONTRACTOR'S DECLADECLARATION COMMERCIAL JOB DESCRIPTION: RESIDENTIALCONSTRUCT License Class Lic. # �1r?" ok T") ONE STORY ADDITION (471 SQ FT); REROOF WITH COMPOSITION SHINGLES (2177 SQ FT); REMOVE ' `�%I��1 UNPERMITTED PATIO COVER (290 SQ FT). Contractor it_ I hereby affirm th t I am licensed under the provisions of Chap r 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 C pensation, as provided for by Section 3700 of the Labor Code, for the Sq. Ft Floor Area: Valuation: $70000 rmance of the work for which this permit is issued. Prv h eand will maintain Worker's Compensation Insurance, as provided for by S ction 3700 of the Labor Code, for the performance of the work for which this APN Number: 35914003.00 Occupancy Type: permit is issued. APPLICANT CERTIFICATION I certify that I have read this application and state that the above information is PERMIT EMPIRES 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 180 DAYS FROM LAST CALLED INSPECTION. indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the ant granting of this permit. Additionally, the applicands and will comply Is Date: with all non -point source regulations per a unicipal Code, Section 9.18. w RE -ROOFS: Signatur 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. 1 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 Quali management District I performance of the work for which this permit is issued. will maintain compliance with the Cupertin-Murri r I CodChapter 9.12 and I have and will maintain Worker's Compensation Insurance, as provided for by the Health & Safety Code, Sections 2 05; 25533 4. Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Owner or authorized ag Date: , 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 Compensation laws of California. If, after making this certificate of exemption, I 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 COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 (408) 777-3228 • FAX (408) 777-3333 • building(d-�cupertino.orq / D % 9 & ❑ NEW CONSTRUCTION LL`I ADDITION . ❑ ALTERATION / TI ❑ REVISION / DEFERRED ORIGINAL PERMIT PROJECT ADDRESS ♦!� 3 4 / / (� APN R 7 PHONE / zG�[3 _I D OWNER NAME S l f% 5 a � d�G7° 7 q O 9 ) FrMAIL STREET ADDRESS /D�L{� �j�me� `y CITY, STATE, ZIP �fv ��a e� I CONTACT NAME deck �l/ `L cN� LA4V-I PHONEND&)�S-I^93-' '4 Ci tl -FAX E-MAIL aIV-4ri ��/y��t►rF.} STREET ADDRESS L pr 1Zv-(� e A�r' %J �• CITY, STATE. ZIP s,� n ADS �./� FAX Cq� 1 ❑ ORTIER ❑. OWNER -BUILDER ❑ ORrNER AGENT ❑ CONTRACTOR ❑ CON7RA.CTOR AGENT ❑ ARCHITECT ❑ ENGINEER ❑ DEVELOPER ❑ TENANT CONTRACTORNAME �. LICEI'SENUMBER LICENSETYPE BUS. LIC9 COMPANY NAME E-MAIL FAX STREET ADDRESS CITY, STATE, ZIP PHONE ARCHITECT/ENGINEER NAME LICENSE NUMBER BUS. LIC R COMPANY NAME E-MAIL FAX STREET ADDRESS CITY, STATE, ZIP PHONE DESCRIPTION OF WORK q Fr F.hGS'fD�'GJj� - \ PRO DrU�E r /J CONSTR. �TYPE STORIES USE TYPE OTC. SQ.FT. VALUATION(S) EXISTG AREA NEW FLOOR AREA DEMOTOTAL AREA Ldwa rO NEC AREA ZC d BATHROOM KITCHEN OTHER REMODEL AREA REMODEL AREA REMODEL AREA PO CHAREA DECK AREA GARAGEAKFA: DETACH dTOTALDECX�PORCHARFA ❑ ATTACH R DWELLINGUNTIS: - IS ASECOND UNIT [yBS SECOND STORY []YES BEING ADDED? ®NO ADDITION? [QxO PRE -APPLICATION ❑ YES IF M. PROVIDE COPY OF PLANNING APPL 4 ❑NO PLANNING APPROVAL LETTER IS THE BLDG AN ❑ YES EICHLERHOME? ❑NO "RBCEIVED°B1 =-£.e'er--��, sWIN TOTAL VALU!" /�J (�- By my signature below, I certify to each of the following: I am the property owner or authorized aeent to act on the property owner's'behalf. I have read this application and the information I have provided is correct. I have read the Description of Wark and verify it is accurate. I agree to comply with all applicable local ordinances and state laves relating to buil 'ng constructs n. I authorize representatives -of Cupertino to enter the above -identified property for inspection purposes. Si�mlatureofApplicandAgent: —� , ��1� /�---_-. Date: SUPPLEMENTAL INFORMATION REQUIRED New SFD or Multifamily dNvellings: Apply for demolition permit for �0 o��R TJ�courrTER � �suu;DznG�1;a t�REVI;~;w existing building(s). Demolition permit is required prior to issuance of building g.�r4 w# permit for new building.}ExPrss Y'®PTAALRGYLATVREVIEw Commercial Bldgs: Provide a completed Hazardous Materials DisclosureL� sTAi<�4RD l> uBlscwo nti _ form if any Hazardous Materials are being used as partof this project. _ Copy of Planning Approval Letter or Meeting with Planning prior to s~❑ ;NIiA70R SA'1\TT.;�RYSERRiDISTRICI' } submittal of Building Permit application. i 4g�WHO}_ Bldg-App_2011. doc revised 06121111 Fm_� CITY OF CUPERTINO FEE ESTIMATOR — BUILDING DIVISION 101 ADDRESS: 10341 Tonita Way DATE: 07/13/2015 REVIEWED BY: Sean APN: BP#: *VALUATION: 1$70,000 *PERMIT TYPE: Building Permit PLAN CHECK TYPE: Addition PRIMARY USE: SFD or Duplex 2nd Unit? Yes ', No OTC? 0 Yes •. No PENTAMATION PERMIT TYPE1 R3SFDADD : WORK Construct one story addition 471 sq ft ; Reroof with composition shingles 2177 sq ft • Remove SCOPE unpermitted patio cover (290 sq ft). OCCUPANCY TYPE: TYPE OF. CONSTR. FLR AREA S- PC FEES PC FEE ID BP FEES BP FEE ID R-3 (Custom) II-B,III-B,IV,V-B 471 ! $1.6'26 tat mm 9 IADDPLCK $1,323.00 1ADDINSP TOTALS: 471 $1,626.00 $1,323.00 MECH,, HOURLY . ; 0 Yes' No : PLUMB, HOURLY Q .Yes (a No ELEC, HOURLY 0 Yes :" No Afech. Plan Check Plumb. Plan Check Elec..Plan (.:heck Tech. Permil Fee: Plumb. Permii Fee: Elec. Permit Fee: Other Alech. Insp, Other Plumb snap.Li Usher Elec. Insp. Lj Ilech. h sp. Fe Phimb, hasp. Fee: Elec. Insp. Fee_ NOTE: This estimate does not include fees due to other Departments (Le Planning, Public Works, Fire, Sanitary Sewer District, School District, etc). These fees are based on the nreliminary information available and are only an estimate. Contact the Dent for addn'l info. FEE ITEMS (Fee Resolution 11-053 Ef, 711113) FEE QTY/FEE MISC ITEMS Plan Check Fee: $1,626.00 2,177 s.f. Re -roof $374.00 IREROOFRES Suppl. PC Fee:) Reg. 0 OT 0.0 hrs $0.00 PME Plan Check: $0.00 Permit Fee: $1,323.00 Suppl. Insp. FeelD Reg. 0 OT 0.0 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 Construction Tax. - Administrative Fee: Q 8 Work Without Permit? 0 Yes (j) No $0.00 Advanced Planning Fee: IPLLONGR $65.94 Select a Non -Residential 0 Building or Structure 0 i Travel Doc umentalion Fees: Strong Motion Fee: 1BSEISMICR $9.10 Select an Administrative Item Bldg Stds Commission .Fee: 1BCBSC $3.00 •,SIJBTOTALS ` $ 2 3,0 7.04 $374.00 TOTAL, FEE. $3,4 01.04 Revised: 07/02/2015 Building Department CITY OF CUPERTINO 10300 TORRE AVENUE • CUPERTWO, CA 95014-3255 TELEPHONE: (408) 777-3228 - FAX: (408) 777-3333 July 17, 2015 Plan Correction List/Letter (First Plan Review) DESCRIPTION: CONSTRUCT ONE STORY ADDITION (471 SO FT); REROOF Ws doQMPOSITION SHINGLES (2177 SO FT); REMOVE UNPERMITTED PATIO COVER (290 SO FT). 1"Wh 15070080 -. (APN# 359-14-003) Owner: Surnitro Samaddar Address: 10341 Tonita Way Cupertino, CA 95014 Dear Applicant: The initial plan review has been completed and additional information/clarification is required addressing the specific items listed below. The Code Sections referenced are from the 2013 California Building Codes unless otherwise noted. The following items shall be included with the re -submittal documents addressing Plan Review Corrections: • Please write your response to each comment on the line provided and pP � ave all the responses on one copy. • Two sets of the requested plans and documents shall be wet-star�keg and by all licensed professionals involved with the project. L? Important.- To ensure an efficient review and approval of the permit apple 'on include the corrections required by all reviewing agencies onto the resubmitted documen Plan Review Comments 1. Revise the submitted CalGreen form to clearly indicate the name of the licensed professional responsible for compliance as required in the Design Verification Section of the form. RESPONSE C5M���� ' -hf�' gym.© IC � Q II �L— �D AE. C�P�� 2. Include within the plan set the City of Cupertino's Best Management Practice (BMP) Plan Sheet. The plan sheet can be obtained at the following link: a) http://www.cupertino.oLg/Modules/ShowDocument.aspx?documentid=4204 SUBMITTAL #2 3. Special inspections are required for the installation of epoxy for the anchor bolts into the existing footings. Submit a completed (signatures and inspections checked) City of Cupertino Special Inspection and Testing Schedule, To obtain agency list and form to go the following links: a) S.I. Form: http://www.cupertino.ora/Modules/ShowDocument.aspx?documented=9937 b) Agency List: hft ://www.cu ertino.or /Modules/ShowDocument.as x?documentid=9962 _ RESPONSE ti- 4. Sheet Al: Revise the Occupancy Group to include group (U) for the garage. RESPONSE OVuz 5. Sheet A1: Revise the code note to call out compliance to the 2013 California Energy Code. RESPONSE j)y 6. Sheet Al: The following information shall be clearly shown on Site Plan: a) Property lines shall be clearly identified with either a symbol and legend or a "P.L." designation. b) Indicate on site plan the locations of the water meter and sewer lateral and clean outs. RESPONSE !n[/M X �v�4,& 0 C Lfjg k", o�C1A 1I I-t k4 ` PL- z, V% qr�, ret-� mil _ ®� l . 7. Sheet Al: Indicate on plan a minimum 5% grade slope away from foundation for a minimum distancs of 10 feet measured perpendicular to the face of the wall. (R401.3) Exceptions: a) If building site does not allow 10 feet of slope, indicate the installation of drains or swales to ensure drainage away from the structure. b) Impervious surfaces within 10 feet of the building foundation shall be sloped a minimum of 2% away from the building. P _ _ , , . 8. Sheet A3: Indicate on plan the open-ability/type of windows to be installed (casement, slider, double or single hung, fixed). ` RESPONSE i . r Cia`, z, lv G i1V P,ly ()V (I /M'. 9. Sheet A3: Indicate on plan that the windows next to the sliding door in the family room shall be tempered per R308.3. RESPONSE 10. Sheet A3: Update item D in the emergency egress note to match the following: a) The bottom of the clear opening shall not be greater than 44 inches measure From the floor. (R310.1). _ A -I- _ _t RES 11. Sheet A3: Indicate on plan a landing at each grade level exit that is the width of the door and a minimum 36 inches in the direction of travel. (R311.3) RESPONSE 12. Sheet A3: Indicate on plans that the existing fireplace chimney will have a spark arrestor installed due to the project exceeding $1000.00 per Cupertino Municipal Code Section 16.04.060, RESPONSE � ,Aaactor 13. Sheet A3: The window legend calls out a U-Factor and SHGC that does not match the provided energy compliance report, please revise to match. RESPONSE (p c4 ®a 3a R D, .10 2 14. Sheet A3: Clarify on plan how the attic space of the proposed addition is going to be .provided with the required attic access. Review and structural details and clarify how the attic access in the exiting hallway is going to serve the proposed addition. (CRC R807.1) RESPONSE 0 Cut -6 le . 15. Sheet A3: Provide the following minimums as plan notes: ` .� . a) Shower compartments and walls above bathtubs with installed shower heads All be finished . with a smooth, nonabsorbent surface to a height not less than 72 inches (6 ft). (CRC R307.2) b) The maximum hot water temperature discharging from the bathtub, shower and whirlpool bathtub filler shall be limited to 120 degrees Fahrenheit. The water heater thermostat shall not be considereda control for meeting this provision. (CPC 414.5 & 418.0) _ RESPONSE !2 16. Sheet A3: Indicate on floor plans the locations of the shower heads to show conformity to the plumbing code requirement below: a) Control valves and showerheads shall be located on the sidewall of shower compartments or be otherwise arranged so that the showerhead does not discharge directly at the entrance to the compartment and the bather can adjust the valves prior to stepping into the shower spray. (CPC 411.10) 'g 6RESPONSE POW— -S6cJ�✓ Ilm& 6 sh oK A -I 17. Sheet A3: Indicate a smoke alarm in -the hallway outside the bedroom next to the garage per R314.3. , RESPONSE ��K. Ion Se ,�,ia . 18. Sheet A3: Indicate on plan the installation of carbon monoxide alarms in the hallways outside the bedrooms per R315.1. RESPONSE 0 o v.--• A � 19. Sheet A3: Show on. plan the size (amps) and location of the main electrical service and all sub panels. RESPONSE K-kun P_- trv_k t S 0K AAZ> C i�-,Adu t.t vt,-f St,L _A,u 20. Sheet A3: In the proposed family room show that all wall spaces, 2 feet or more in width, shall have receptacles installed such that no point measured horizontally is more than 6 feet from a receptacle (12 foot maximum spacing) (CEC 210.52(A)(1) & (2)) RESPONSE 04 '-', , 21. Sheet A3: Provide the following as electrical plan notes: a) All branch circuits .that supplying receptacles in family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways and similar rooms or areas shall be protected by a listed arc -fault circuit interrupter (AFCI). (CEC 210.12(B)) b) In all areas specified in 210.52, all 125-volt, 15- and 20- ampere receptacles shall be listed tamper -resistant receptacles. (C C 406.11) RESPONSE Do lU . 5-, A I w'' 22. Sheet A4: Revise the Exterior Elevation Note #4 to call out the installation of Class A roofing as required per Cupertino Municipal Code Section 16.06.080. RESPONSE �,n v%., K 23. Sheet S1: Indicate on plan the location and size of under -floor access opening. Provide an 18 inch by 24 inch minimum through a floor or 16 inch by 24 inch through a perimeter wall (R408.4). RESPONSE J" a-m e m_&�d 5 g yk ti, o4 Ajd n0 Va fie f f L14 24. Sheet S1: Provide the following notes on foundation plan: a) Fasteners for preservative -treated wood shall be of hot dipped zinc -coated galvanized steel, stainless steel, silicon bronze or copper (R317.3.1). Exception: One -half -inch diameter or greater steel bolts. b) Minimum concrete compressive strength shag not be less than 3000 psi in SDC.D (R404.1.2.3.1). RESPONSE S WAe she, - 4 1 hao 25. Sheet S2: Indicate on details 1 and 6 the following code minimum: a) There shall be a minimum of two bolts per sill piece with one bolt located not more that 12 inches or less than seven bolt diameters from each end of the plate section (R403.1.6). RESPONSE. %Af g a oWad o wat, n ra t iL v A - . 0 m✓ a& ' Es . 26. Sheet S2: Remove the shear wall notations at the tops of details 1 and 6 to avoid any confusion. RESPONSE . _ ' ;�,� 27. Sheet S2: Indicate on plan that all connections shall comply with Fastener Schedule Table R602.3(1). Imprint the Fastener Schedule (Table R602.3(1)) on the structural plan sheets. RESPONSE 06M. WIC 1AJ rNL L, 4 ct .i &I CQc,in(,2 _ nL9do,- t,a S, -thank you., Sean Hatch Building. Inspector Building Department (408) 777-3231 - Office (408) 777-7606 -Fax seanha,cupertino.ona 11 STATEMENT OF SPECIAL iNSPECTIONS, 2013 CDC, .COMMUI -ITY DEVELOPMENT DEPWTME I Py ALBERT SALVADOR P-E, C.B.O., BUiLDI F(�iAl VB E C CUP>rRTINO 10300'TORReAVENUE- cUPERTiNO, CA 95o14s255 (408) 777-3228 • FAX (408) 777-3333 • b.tildin4cupertino.n SITE AODRE55 10./ [ f 7 Ys4• Vf �PN 1� ` y y 4I 3Pm. iV .......-czs�/.. ......_...»........ contractor..{{ _... . .�� Address._..�1.-..4A.S; -sv�. _..s ! ................. _ _—`� 0�� f L Address...� �JY „���/},t .�;...»...........................»..:. t1: i CR iSL- .......... Phone (Ri).13. m lst.».. /.Phone ............... ......._.».. Engineer/Architect...... W . ......B... Address. 2 T,�.... ,�- ••lVbP ....�... »'�1-1� _ �J /, ` Address�f'1.,(. ,ELF,....................... ... Citylst........ zip..... J.V......Phonet-vis.�4citylst .. ..........zip. Phoriq9aa ( r_110JECT DESGRIPTiOtt: (% C • This "STATEMENT OF SPECIAL INSPECTIONS" is submitted in fulfillment of the requirements of CBC Sections 1,704 and 1705. This form Is structured after and used by permission from the• Structural EngineerAssbcidon of Northern Caltfomla's (SEAONC) mode statement of Speclal.lnspecttons. Also, included with this fond Is the following: ❑ "UST OF SPECIAL INSPECTION AGENCIES (page 2). A list of testing agencies and other special inspectors that will be retained to conduct. the tests and Inspections for this project ❑ 'SCHEDULE OF SPECIAL INSPECTION' (page 3-6). The Schedule of Special Inspections sunimafizes the Special inspections and tests required. Special Inspectors will refer to the approved plans and spepficatio detalled special inspection requirements. Any, additional tests. and Inspectior`s required by the approved plans an s shall also be performed. Special inspectlons and Testing W11 be performed In accordance with the approved plans and specifications, ik/z_* ent and CBC Sections '1704, 1705,1706, 1707, and 1708. Interim report$ will be submitted to the Building Official and the.Reglste 4�j qn Professional In Responsible Charge In accordance with CBC Section 1704.1.2. 3� � A Final Report of Specie! Inspections documenting required special Inspections, testing and correction of any disc ricies.noted iri the inspections shall be submitted prior to Issuance of a Certiftefitte of Use and Occupancy (Section 1704.42). The F' port will document: • " Required special Inspections. + Correction of discrepancies noted in Inspections. The Omer recognizes his or her obligation to ensure that the .construction compies with -(he approved permit documents' and to.' Implement this program of special inspe.c(lons. in partiat.fidialmerd of these, obligations, the Owner vAll retain and directyr pay for the. - - Special Inspections as. required In CSC Section 1704-1. This plan has been developed with the understanding that the Building Official will: • Revieav,and approve the quailfications•of the Special inspector who will perform!Le Inspections. • Monitor sppetal inspection activitles on the Job site to assure that the Special ins p cl�rsd performing their duties as called fbr in.thls Statement of Special Inspecd • Review stbmitted inspection reports. Ep° pR • Perform inspections as required by the local bu3tdl � O s,. t 1 have read -and a ree to temts� 'dr7tons of this states e—ht #2 Prepared By ^ • r r , - Engineer. 0 Architect Professional in Charge _5 ,L) rvo T' 0 6h i'1A30 F- or cewonee: If I �L �•= _. Lic.# . » • Date:.%".. ?A Speda1*ecuonF'orm 20JZdoc:evised 09106112 LIST OF SPECIAL INSPECTION AGENCIES `-APPROVAL.OF SPECIAL INSPECTORS: Each special inspection agency, testing facility, and special inspector shall be recognized by the Building Official prior to performing any duties. Special Inspection agency's listed on this form must be pre -approved and listed on Cupertino's approved Special Inspector's list. Special inspectors shall carry approved identification when performing the functions of a special inspector. Identification cards shall follow the criteria set by the California Council of Testing and Inspection Agencies. No personnel changes shall be made without first obtaining the approval of the Building Official. Any unauthorized personnel changes may result in a "Stop Work Order' and possible permit revocation. To be pre- approved by the City of Cupertino, refer to the SPECIAL INSPECTION CRITERIA handout. Please allow two weeks to complete the application process. The followinq are the testing and special inspection aqencies that will be retained to conduct tests and inspection on this project: EXPERTISE FIRM i INSPECTOR INFORMATION 1. Special Inspection (except for Firm.....D.Addr... r................... geotechnical) Cit y....... �cf.K...�. p. ,c................................................................... Telephone..4:06. / State ... Zi �i4 .......... p 1f-4!!(.... 2. Material Testing Firm.....................................................................Addr......................................................................................... City.......................................................................................................... State .......................Zip ...................... Telephone.......................................Fax............................................ Email......................................................... 3. Geotechnical Inspections Firm.....................................................................Addr......................................................................................... City.......................................................................................................... State .......................Zip ...................... Telephone...................................... Fax ............................................ Email......................................................... 4. Other: Firm.....................................................................Addr......................................................................................... City.........................................................................................................: State .......................Zip ...................... Telephone...................................... Fax ............................................ Email......................................................... 'All agencies specified on this form must be pre -approved and listed on the City of Cupertino's Approved Special Inspector's List. SEISMIC REQUIREMENTS (Section 1705.3.6) Description of seismic -force -resisting system and designated seismic systems subject to special inspections as per Section 1705.3: The extent of the seismic -force -resisting system is defined in more detail in the construction documents. Kr_WU Description of main wind -force -resisting system and designated wind resisting components subject to special inspections in accordance with Section 1705.4.2: The extent of the main wind -force -resisting system and wind resisting components is defined in more detail in the construction documents. SpecialnspectionForm 2012.doc revised 09106112 VERIFICATION AND INSPECTION C P REFERENCED STANDARD IBC REFERENCE INSPECTION OF CONCRETE 1. ❑ Inspection of reinforcing steel, including prestressing --- X ACI 318: 3.5, 7.1-7.7 1913.4 tendons and placement. 2. ❑ Inspection of reinforcing steel welding in accordance AWS D1.4 ACI 318: --- with Table 1704.3 Item 5b. ___ 3.5.2 3. ❑ Inspection of bolts to be installed in concrete prior to and during placement of concrete where allowable X -- ACI 318: 8.1.3, 1911.5, 1912.1 loads have been increased or where strength design 21.2.8 is used. 4. ❑ Inspection of anchors installed in hardened concrete. --- X ACI 318: 1912.1 5. ❑ Verifying use of required design mix. 1904.2.2,1913.2, --- X ACI 318: 1913.3 6. ❑ At time fresh concrete is sampled to fabricate ASTM C 172 specimens for strength tests, perform slump and air X --- ASTM C 31 1913.10 content tests and determine the temperature of the concrete. ACI 318: 5.6, 5.8 7. ❑ Inspection of concrete and shotcrete placement for X --- ACI 318: 5.9, 5.10 1913.6, 1913.7, proper application techniques. 1913.8 8.. ❑ Inspection for maintenance of specified curing --- X ACI 318: 5.11-5.13 1913.9 temperature and techniques. 9. Inspection of prestressed concrete: ❑ Application of prestressing forces. X --- ACI 318: 18.20 ❑ Grouting of bonded prestressing tendons in the X --- ACI 318: 18.18.4 --- seismic force -resisting system. 10. ❑ Erection of precast concrete members. --- X ACI 318: Ch. 16 --- 11. ❑ Verification of in -situ concrete strength, prior to stressing of tendons in posttensioned concrete and --- X ACI 318: 6.2 --- prior to removal of shores and forms from beams and structural slabs. 12. ❑ Inspect formwork for shape, location, and dimensions --- X ACI 318: 6.6.1 --- of the concrete member being formed. 13. V Bolts Installed in Existing Masonry or Concrete ❑ Direct tension testing of existing anchors. --- X See [CC ES Reports form special inspection requirements for proprietary products ❑ Direct tension testing of new bolts. --- X ❑ Torque testing of new bolts. --- X ❑ Prequalification test for bolts and other types of X anchors. 14. ❑ Other: SpecialnspectionForm_2012.doe revised 09106112 ;11 #w �,qpg CUPERT!NO CALGREEN RESIDENTML CHECKLIST — RPaANDXr0RY �7EMS COMMUNITY DEVELOPMENT DEPARTMENT - BUILDING DIVISION ALBERT SALVADOR, P.E., C.B.O., BUILDING OFFICIAL 10300 TORRE AVENUE - CUPERTINO, CA 95014-3255 (408) 777-3228 - FAX (408) 777-3333 - building(c)cuperflno.org C F,� I V �FE: �D _i2, PURPOSE: JUL 3 ZO-15 The 2013 CalGreen Code applies to additions or afterations of existing residential bi .1dings where the addit;oh or alteration increases the building's conditioned area, volume, or size and also app residential buildings, high-rise residential buildings, or both. ExcisbIng site and landscaping improvements that are not otherwise disturbed are not subject to the requirements of CALGreen. Project Name: Project Address: Project Description: Instructions: I . The Owner or the Owner's agent shall employ a licensed professional experienced with the California Green Building Standards Codes to verify and assure that ail reqUired work described herein is properly planned and implemented in the project. 2. The licensed professional, in collaboration with the owner and the design professional shall initial Column 2 of this checklist., sign and date Design VC46ff"Lption at the end of this checklist and have the checklist printed on the approve he project. PERTINO aft,f#f" 3. Prior to final inspection by the B it Q rtment, tf -WM9s17aonaI shall complete Coiuirnin 3 and sign and date Section 2 - Im ion If ificaltan. at the end of this checklist and submit the completed form to the Building Ins - 49 1 Q 201-9- REVIEWED FOR CODE COMPLIANCE Reviewed By: Column 2 -Column 3 MANDATORY FEATURE OR MEASURE Project verificaflor Requirements tPp TR 7111'153=31N,1111W Al Plaul>r¢ alnd 4.106.2 Storm water drainage and retention during construction. A plan is developed and implemented to manage storm water- drainage during construction. 4.106.3 Grading and paving. The site shall be planned and developed to keep surface water away from buildings. Construction plans shall indicate -how El site grading or a drainage system will manage all surface water flows. F C COPY IR E. Page 1 of 5 CalGreen-2014.doc revised 11104114 .0 s �c "` l `" R,'•jr' *` "•: k � �y 3Fy. ,¢ i d F�ri..tf A' �+ 1-141{w` A � �C iY � 'Z yi '�aG:'# n� y� ,-.(•x7' `aF��y�13;-OK,rpa��+ry-`f�l i-F � '? ...._i• .c!i - aft '�,. ''.rnr f��'�, .� ' F 1 } General ; 4.201.1 Low-rise residential buildings shall meet or exceed the minimum Ell standard design required by the California Energy Standards. 0'' ,' 'El ,'1:S";k*r ., .� ` K`} .*u,�' +L rk3 ' xn: ray. `''as,¢!s rtt'cIN f{ay�S"�Y'z •.,� "`SY'i! #' ..C4.��'j.i'4eT4 1� Yi �1n' i Incloor Wager Use F 4.303.1 Water conserving plumbing fixtures and dit'tings Plumbing( fixtures - o `o (water closets and urinals and fittings faucets and showerheads shave: comply ( ) 9 ( ) PY with the following: 4.303.1.3.2 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA. WaterSense Specifications for Tank -type Toilets. Pl 4.303.1.3.2 Urinals. The effective flush volume of urinals shall not exceed 0.5 gallons per flush. 4.303.1.3.1 Single Showerheads. Showerheads shall have a maximum flow rate of not more than 2.0 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for showerheads. El 4.303.1.3.2 Multiple Showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be El designed to allow only one shower outlet to be in operation at a time. 4.303.1.4.1 Residential lavatory faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.5 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.3.2 Lavatory faucets in common and public use areas. The maximum flow rate of lavatory faucets installed in common and public use areas (o�litside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. El 4.303.1 4.3 Nileterir-ng vaucets. Metering faucets when installed in residential buildings shall not deliver more than 0.25 gallons per cycle. 4.303. e.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. 4.303.2 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1401.1 of the California Plumbing Code. Page 2 of 5 CalGreen_2014.doc revised 11/04/14 :r.., z ®F�eC�C56�E Zc� E�2., - - .-s�� sk:;w ,, e•," -''alp �•.. .,. 4.304.1 Irrigation controllers. Automatic irrigation .systems installed at the time of final inspection shall be weather -based. ® 4.304.1.1 Controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation in response to changes in plants' needs as weather conditions change. LA 4.304.1.2 Weather -based controllers without integral rain sensors or communication systems that account for local rainfall shall have a separate wired or wireless rain sensor which connects or communicated with ffie I controiler(s). Soil moisture -based controllers are not required to have rain sensor input. 4255.E A L nd .., A � a ^-'2,c.. � A !F A � � ®• ...�...®r � � � �•,•y � i433 N "Ai I� 53 �C ..C' .♦;.'`ti {:.rCF .0 Ly- ,y ,. �+. "1 5--^tr..i` .yd, ..a: ryya. v�. n., f '6; - _ -=•. '..' - .Ja'Y: N - ":-rreMYs.g. x', - •.3,'. s�a�w �: , _ t' F g�gW q•� p¢�" gf�q,._{�.�yp,�Q✓*}van �tl➢�ia%aCviv`s`W,�C•C�W'CJ'YiGCR�aY.f6..+�hC .tG.eFd4YN1i >t,�tl4� Ys m, 4.406.1 Rodent proofing. Annular spaces around pipes, electric cables, conduits, or other openings in plates at exterior walls shall be protected - against the passage of rodents by closing such openings with cement mortar, concrete masonry or similar method acceptable to the enforcing agency. -., Yu i I t�„ ,� � �+�'oi d, � q... .uy.i.• v { ., CEO® 489%l.+a:cea'4�L,Ba�R�$.�T� t�♦� � a a s .. - -'t a. • •. ��f., .raA r .' 4.408.2 Construction waste management; place. Where a local jurisdiction does- not have a construction and demolition waste management ordinance, a construction waste management plan shall be submitted for approval to the enforcing agency. [q,�®p77..�fi gppqq :�gp.•p�� p�j'//,pVry� f�pG �'q:gp P P—J 5n 99�CYE [Y0�.1•.�tl CLL�.�i O'S�L'9.Ye•U.+9d�.� VrN'��54+.0 8'r ,Y' iS'.N` `5��n '•,�• 1. •'•°+•• •a✓, Y. .Y 5 `n.Ft t P y'z^ A., a r')•:•'~j 4.410.1 Operation and maintenance manual. At the time of final inspection, an operation and maintenance manual shall be provided.to the building El occupant or owner. , -myz_ _ 1rKIM trt �u, h' Yf_estrFr ,b ema e1 Fs replaces n Wy ii' kaLYPrn6%o��rk Lr Y a� 4.503.1 General. Install only a direct -vent sealed -combustion gas or sealed wood -burning fireplace, or a sealed. woodstove. p9 - py,,,.0 cyxra `.`.g,... ,. i �:W yq,:. �: �'R' R' . •4''. F`iy•"ar 'a"_ ;. Y �c.70.tl"_E `r4 r-'•f'rY•i'- . 1>Y.. • $"''�9�J�� g x Z. t s 4.504A Covering of duct openings and protection of mechanical equipment during construction. Duct openings and other related air distribution component openings shall be covered during construction. 4.504.2.1 Adhesives, sealants and caulks. Adhesives, sealants and caulks g� N� shall be compliant with VOC and other toxic compound limits. 4.504.2.2 Paints and coatings. Paints, stains and other coatings shall be 13 compliant with VOC limits. 4.604.2.3 Aerosol paints and coatings. Aerosol paints and other coatings shall be compliant with product weighted MIR Limits for ROC and other toxic compounds, Page 3 of 5 CalGreen 2014.doc revised 11104114 4.504.2.4 Verification. Documentation shall be provided to verify that compliant VOC limit finish materials have been used. 4.504.3 Carpet Systems. Carpet and carpet systems shall be compliant Wth VOC limits. 4.504.4 Resilient flooring systems. Eighty (80) percent of floor area receiving resilient flooring shall comply with the VOC-emission limits d&fllned in the Collaborative for High Performance Schools (CHPS) Low -emitting Materials List or be certified under the Resilient Floor Covering Institute (RCFI) FloorScore program. 4.504.5 Composite wood products. Particleboard, rpediurn density fiberboard (MDF), and hardwood plywood used in interior finish systems shall U Comply with low formaldehyde emission standards. .0 Int6r &IM !tWY001 4.505.2 Concrete slab foundation. Required vapor retarders and capillary breaks are also required to comply with CalGreen Section 4.505.2.1. 4.505.3 Moisture content of buL i0ding materials. Moisture content Of building materials used in wall and floor framing is checked before enclosure. Z"' 'N" I dd 4.506.1 Bathroom exhaust fans. Exhaust fans which terminate outside the building are provided in every bathroom. P 4.507.2. Duct systems are sized and designed and equipment is selected using the following methods: 1. Establish heat loss and heat gain values according to ACCA Manual J or equivalent. 2. Size duct systems according to ACCA 29-D (Manual D) or equivalent. 3. Select heating and cooling equipment according to ACCA 36-5 (Manual S) or equivalent. AWN EM:14&' wz� WN 7, OV4U F 01 u . . . . . . ..... q is g 702.1 Installer training. HVAC system installers are trained and certified in installation PIP, I MS. the proper of HVAC systems. 702.2 Special inspection. The Licensed Professional responsible to verify CALGreen compliance is qualified and able to demonstrate competence in the U discipline they inspect and verify. if 703.1 Documentation. Verification of compliance with CALGreen may include construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing 'Implementation agency which show substantial conformance. verification shall be submitted to the Building Department after implementation of all required measures and prior to final inspection approval. Page 4 of 5 CalGreen-2014.doc revised 11104114 CALGREEN SIGNATURE DECLARATIONS Project Name: Project Address: Project Description: M4 .�y vM SECTION I m DESOGN VER ICATION Col ns� and 2 with the Complete all lines of Section 1 —Design verification" and submit the completed checklist( � ) plans and building permit application to the Building Department. The owner and design professional'responsible for compliance with CalGreen Standards have revisoglt plans and certify that the items checked above are hereby incorporated into the project plans and will be imple"menfed into the project in accordance with the requirements set forth in the 2013 California Green Building Standards o` etas adopted by the City of Cupertino.. . Owner's Signature Owner's Name (Please Print) Design Professional's Signature Design Professional's Name (Please Pdnty Signature of LicensevProfessionaTregZh-sibie for CalGreen compliance Michael.Chau Name of License Professional r � . .: .- esponsi6le for CalGreen compliance �PieaSe f'Fii <i; =� Hchael @ msiconstruction.com Email Address for Incense Professional responsible' for CalGreen compliance SECTION 2 e- IMPLEMENTAT50 ! VEil IFICA710 Date M Date 7/27/2015 Date Complete, sign and submit the competed checklist, including column 3, together with all original signatures on Section 2 to the Building Department prior to Building Department final inspection. 1 have inspected the work and have received sufficient documentation to verify and certify that the project identified above was constructed in accordance with this Green Building Checklist and in accordance with the requirements of the 2013 California Green Building Standards Code as adopted by the City of Cupertino_ Signature of.License Professional responsible for CalGreen compliance CE 'Name of License Professional responsible far CalGreen compliance (Please Print) U G 0 3 Email Address for License Professional responsible for CalGreen Page 5 of 5 CalGreen 2014 doc revised 11/04114 "' MEMBER REPOT Roof, Hip 1 1 piece(s) 1 3/4" x 11 1/4" 2.0E Microllam® LVL Overall Sloped Length: 17' 3 3/16" O O 12 u I. F3 L 11 6' I. I, q' All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location . Allowed Result .. . LDF Load: Combination (Pattern) Member Reaction (Ibs) 2944 @ 11' 11 1/4" 4035 (3.50") Passed (73%) -- 1.0 D + 1.0 Lr (All Spans) Shear(lbs) 1221 @ 10110 13/16" 4676 Passed (26%) 1.25 1.0 D + 1.0 Lr(All Spans) Moment (Ft-Ibs) -3085 @ 11' 11 1/4" 10086 Passed (31%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in) 0.117 @ 16' 1" 0.291 Passed (2L/900) -- 1.0 D + 1.0 Lr (Alt Spans) Total Load Deft. (in) 0.147 @ 16' 1" 0.437 Passed (2L/716) -- 1.0 D + 1.6 Lr (Alt Spans) Deflection criteria: LL (L/360) and TL (L/240). Overhang deflection criteria: LL (2L/360) and TL (2L/240). Bracing (Lu): All compression edges (top and bottom) must be braced at 14' 11 11/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports Bearing Length Loads to'Supparts (Ibs) Accessoriesve Total -Available Required • Dead. Roof7 Total 1 - Beveled Plate - DF 3.50" 3.50" 1.50" 218 358 576 Blocking 2 - Beveled Plate - DF 3.50" 3.50" 2.55" 1215 1730 2945 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location Tributary Width Dead (0.90) Roof Live (hen -snow: ;is) Comments 1 -Tapered (PSF) 0 to 16' 1" 1' to 11' 6" 12.6 20.0 Roof System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC Design Methodology: ASD Member Pitch: 4/12 JUL I' s ZQ15 BY: Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to curent Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is otyi a circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is re bl assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sZ forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Lazar: c1f-A lino veers A Associates ezzs(�c�etrcas� ne€ i'�` I SUSTAINABLE FORESTRY INITIATIVE TTAL �M� Job Notes .... ... ...... . ... ... FT1 2:52 AM .._- ynie:L6.1.1.5= Cupertno CA ;;p.1.rCe Page -t of 'I ........................... .._............... .._................. ..... .... ....................... ................ _ .......... _ _........... _ ..........i I_f_LLLI_I_L AR WdA IL M -10 of IF u 00 0 W.. NERS. MRw SUMITRO (408)253m9O42 ADDRESSIN 10341 TONITAWAV CUPERTINO CA 9`5014 THIS PROJECT SHALL COMPLY CMC,CPC, 2013 CEC (:20:13:�CALIFORNIA ENERGY CODE, 2013 CALIFORNIA ARE CODE, 2013 CALIFORNIA OMt RESIDENTIAL ` OD 2013 CALIFORNIA tiy GREEN BUILDING STANDARD. AND t=,> I' i r F`i j, 't AL .b d'x P°6lveu,. IDi The fib:, A AA 55 { i.Ud yy�� j .x x. fit^ e 5 r. Cr:; % E, `r C.S Elirm-m11af S01 i0 ��..1 kk { y gwoy 'Erin Vh�y ., .V'x dy ti AEl4ai: kt Park no Pic i endki xS � . f Avek ;a ? tii IV 7S' EXIST. LANDSCAPE AREA CONC. V.I.F. OR PROVIDE 2% SLOPE TO LANDSCAPE AREA 00 N 0 �I (E) ELECT. 0.S. S2620 . I I .. :.::;: s .... I Iry :C�:;f:;'t •' }'':'� :,:'::::•%•:;:,v'.:.:?{{: {•:'tX::i�' :•r:;:::;,;:};i:•'•:�z.':,ii•:•:• I I I I i a ::}:: xsea assa I I" 8A I 2 a$s 77/1 I cl I� I I I \ I `om $I �1S I (E) HA wky I I I I I I i I I F�,° � I � � ( / \ I BOSO 3688 8050 . � � 17070 wl z Lo =j NEW PROPERTY LINE CLEANOUT PER STANDARD -- SAME DIA. AS THE STREET PORTION OF THE SERVICE LATERAL, 4 MIN. ,I m f `"ice I f ❑ w NOTEs. —CLOS —CIRCUIT VIDEO OF THE EXISTING/NEW PROPERTY LINE CLEANOUT, POINT OF CONNECTION AND DISTRICT LATERAL IS REQUIRED PRIOR TO CLEARANCE FOR CITY OF CUPERTINO FINAL INSPECTION. OWNER TO CALL DISTRICT AT LEAST 48 HOURS PRIOR TO SCHEDULE A DISTRICT INSPECTOR. DISTRICT TO PROVIDE BUILDING DEPARTMENT WITH WRITTEN NOTIFICATION UPON COMPLETION OF INSPECTION. — ALL CONDITIONS, REQUIREMENTS AND RECOMMENDATIONS ARE TO BE COMPLETED AT THE (OWNER/DEVELOPER)' S EXPENSE. — STORM WATER FROM SURFACE OR ROOF DRAINS, OTHER GENERAL SURFACE RUNOFF WATER OR CONDENSATE FROM ANY RESIDENTIAL HVAC EQUIPMENT SHALL NOT BE DISCHARGE TO THE SANITARY SEWER. ADDITION EXISTING 19- "AkRt � i ♦ 6 B=17.33X16.5=286.0 'h W TOTAL=471.0 SF COMMUNITY CEVEl_OPME T E , � BUILDING i?IVI I€ t - CUE TIN,, APPROVED 3j9-°4—©03 ��htS SEMI {3f plans �fCeJ��,i fcations NaIaUST be kept at 2APN construction, fog sipe during ionsr rior. It is unla,a�fur to ' ZONING R 1-- 7. 5 make an), es or alterations o S C7f1 t?, ne, O; tc cd Ili i fro , wit�,OUt alDrr oval fra to from, he of this Ir, � Dui d�� _,,. � 1, held to por � poc.l#;ca[ions SPAN.. NOT TYPE OF CONSTRUCTION VB a of the i#'iiy� atiiop, p 3" c�.+fJa 7 j is` tra7�'! �, �4 _ it� yJ� in OCCUPANCY GROUP R3 U,- R11=T 7_ J FIRE SPRINKLER SYSTEM NO SETBACKS Front -- 20 ft. % Side — 5/15 ft. j Rear — 20 ft ALLOWED SITE AREA 7500.0 SF (E) LIVING AREA 1687.0 SF (E) GARAGE 490.0 SF TOTAL (E) AREA 2177.0 SF (N) ADDITION, LIVING SAPCE 471.0 SF TOTAL LIVING AREA 2158.0 SF TOTAL AREA A 2648.0 SIT FLOOR AREA RATIO LOO E O 264817500= 35.3 OVERHANG 227X1.3=295 TOTA VERA L CO GE �2648+295 7500-39.2% — NON--PERMITED PATIO TO BE REMOVED 290.0 SF SCOPE OF WORK: 471.0 SF ADDITION AT BACK. NEW COMP. ROOF FOR ENTIRE HOUSE DESIGN, CONSULTANT ARCHITECTURAL DESIGN: LAZARI DESIGN 6154 ROYAL ACORN PL. SAN JOSE CA 95120 PHONE (408) 781-8374 FAX (408) 323-9522 EMAIL: ELAZARI@COMCAST. NET STRUCTURAL DESIGN: MFA ENGINEERS &ASSOCIATES 370 GRAND PARK CIRCLE SAN JOSE CA 95136 Tel: (408) 509-3461 Fax: (408)781-8374 aliabiani@sbcglobal.net SHEET INDEX Al SITE PLAN &PROJECT INFORMATION A2 PROPOSED FLOOR PLAN A3 EXISTING &PROPOSED FLOOR PLAN A4 ELEVATIONS &SECTION. A5 T-24 A6 CONSTRUCTION BMP. S1 FOUNDATION &FLOOR FRAMING PLAN S2 ROOF FRAMING PLAN GENERAL O SITE f1. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE WORK. SHALLENGINEER BE NOTIFIED OF DISCREPANCY. ADEQUACY2. THE DESIGN, OF ERECTION, BRACING, SHORING TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF CONTRACTOR, ♦. HAS ♦. BEEN CONSIDERED BY 3. IT SHALL BE THE RESPONSIBILITY OF .. ;. TO LOCATE SHOWNALL EXISTING UTILITIES WHETHER ♦ OR NOT AND TO PROTECT THEM FROM AMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR ♦■' REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION WORK. 4. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ERRORS, DISCREPANCIES OR OMISSIONS CONTRACTOR FAILED TO NOTIFY THE DESIGNER OR THE OWNER BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 6154 RNAL ACORN P. r A r 95120 ! 0j r f • elazad@comcast net FFICEi COFO LO T_ o F- � 0 ®� I— z :2 M Pt tJ / :D � ) p }� Sd > W CUPERTINO ;; E'�iii VvE,.. FOR ODE C M i w I y. CO cam- 3 00 co W r el n HEE:+ Icil I I I I L— I L- I L L[ L L L I EXIST-1--NG FLOOR PLAN SCALE: 1/4"=V-0" If, Lr�llmllip DESIGN 454 ROYAL ACORN I San jose Ca 95120 Tel.-(408) 781-837� Fax. (408)323-9522 CPA?& aolp#,Aq o M D V) 5; of cc cc cf) ry- Ld ry 0 a rx CL -�j cupal- 0 �U 2 sm Co co Co EXISTING FLOOR PLAN SHEET A2 DATE JUL Y 2015 LEGEND:WINDOW 4040 . i . t, NEW WINDOWSRDOUBLE PANE, t #' i �t t+ rtt• � - t '` t• t ! yr rt` 't ttr it 1'-3 -7'- 7'—_ -i _ q � 1 -BATHTUB D SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH SHOWER HEAD AND IN SHOWER COMPARTMENTS SHALL BE ♦ Y SMOOTH, HARD, NONABSORBENT SURFACE. 3 SURFACE WATER-RESISTANTSHALL EXTEND TO A HEIGHT OF NLESS THAN 72" ABOVE THE FLOOR PER CRC R307.2. GYPSUM • BOARD r#y r t BACKING BE D OVER y i+t• RETARDER SHOWER COMPARTMENT. .. i yi MAXIMUM 1 WATER A TEMPERATURE r i DISCHARGING I t t FROM BATHTUB, t ► t WHIRLPOOL BATHTUB SHALL :+ LIMITED t t DEGREES FAHRENHEIT. THE WATER ► HEATER • THERMOSTAT ' + c SHALL Y .:t r.. CONSIDERED i CONTROL FOR PROVISION. FLOW RATE: -ALL (N) WATER CLOSETS SHALL BE 1.28 GAL PER FLUSH & KITCHEN FAUCETS 1.8 GPM AT 60 PSI, SHOWERHEADS 2.0 GPM AT 80 PSI, AND LAVATORY FAUCETS MAX. 1.5 GPM AT 60 PSI AND MIN. 0.8 GPM AT 20 PSI, i TABLESPER # CONSUMPTION. PLUMBING FIXTURE AND FITTINGS SHALL MEET THE STANDARDS REFERENCED IN TABI F 4.303.3. 703.1 DOCUMENTATION t TO SHOW COMPLIANCE INCLUDEPLANS, SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION REPORT, OR OTHER METHODS ACCEPTABI F TO THE CITY OF # ALTO W141CH DEMONSTRATE ! t• -SHOWER SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE" _ i r-SINGLE-WALL METAL PIPE SHALL NOT BE USED AS A VENT IN DWELLINGS AND RESIDENTIAL OCCUPANCY. (802-7.4.1) - 17' - 4" ., - -16' - 2 "____ -- •...,--2'-10 _ 7 , . -_,3. ,_ _,. 2' - 3 ti-+___.,_._5 , _ 7 ,,._._., ___.._,_,� �6'---•...__.e...,... V V V'�/V V `✓V v v v v v v v v / CN)3050 vvvvvvv \ v ✓ 4RJ7 950 - - -fE>&O2-& ,- - -E)100 a EL vv ti g g vvv FIX _ / WP TEMP R D v,S 4 „ „ DING R TEMPERED _ _ - _ - CN) 6040 S,L, I EGRESS I , I r WINDOW nrR SR rIFT co 1 {N) CLOSET 1 \ ( o ( I / 15 I I I , (E)MASTERBEDROOM e� �I HIROO I I / 16 F!I` I , (N) FA41LY ROOM I V.I.F. I 2668 SD � I �r I I 2668 2668 I co i CD I J 1 1 �l 1 (E) BATHROOM I (E) BA RbO I I ~� 5�68 I � � 4 IL j 2640 i 4 � \ Ff F I / `� 206 � I Wo (E) BEDROOM I \ j \ 31 \ ( \ r GFI I I CD /1 w !\ I I co/ 1 4 I 6 / I.F� 00 v 1 W.F. to,> ' $4 M ge®o I \ V.I.F.I / `{EI Q R' I I I \ I Cp i (E) BEDROOM I \ sty I ) HALLWAY \ , I i oo�� I V.C. nco c�27 I wN IL'u \ I r I [D5 I . ® L3 I T I i GFI (-- REMODELED KITCHEN I _ ( PER SEPARATE APPLICATION 2668 I a I— — a (E)ICRAWL M If it I (E) FURN CE If (E) W (E) DINNING I f I I (E)/GRAGE I i I I / \ {E F.P. I ! f VI. F. SP RK A RESTaR I r II II \ II I ACCESS CD t I I I � I I I �I a I I I II II I I I co I I / \ \ 8050 3068 8050 \ I __—_--_—______ \ I ILA 17070 I a (N) WALLS (E) WALLS 7' _7 L '-5'---i-110„ SCALE: 1 2 A WAIlk /— I EXHAUST TERMINATION GALVANIZED RAIN CA C, 1. REFRIGERATOR, PLUMBING FOR ICE MAKER, SELECTION BY OWNER. 2. COOK TOP OVERHEAD EXHAUST FAN, SELECTION OWNER. 4. DISHWASHER w/ SURFACE MOUNT AIR GAP, SELECTION BY OWNER. 6. KITCHEN SINK w/ DISPOSAL, ! BY OWNER. KITCHEN HOOD HAS A MIN. 100 CFM EXHAUST RATE, AND HOOD TO HAVE BACKDRAFT DAMPER. IF HOOD IS PART OF INTERMITTENT WHOLE HOUSE FAN VETILATION SYSTEM, MAX. SOUND RATING OF 3-SONES IS ALLOWED AT 100 CFM. (ASRAE 62.2 AND 2013 ENERGY CODE.) 11, STALL SHOWER TEMPERED t { tli•SELECTION OWNER. SHOWER#24 SQUARE INCHES CAPABLE OF t' t WATER" CIRCLE. 15. CLOSET,'. LOW FLUSH TOILET}SELECTION • ORY, SELECTIONBY OWNER. ISLAND25. CABINET TO ' KNEE SPACE BELOW! !• !. 2 UNDERFLOOR ACCESS OPENING. # MIN. Amc ACCESS OPENING. GREEN l.Kit. ■ PRODUCTS i II�II GIP 1110 CARPET I CERTIFIED BY CRII }295 UNITARY# ► } 1- 01 "L -'w i i t i •3 > . .RIMIUM PLUS Y i GE7�I. + t # 12C-CRTRG � I� III �MIIII �I t } , GREAT BARRIER SIDING!BARRIER wti io w • t` rtt• r rtt' ii TT }► ° rww . CERTIFIED .>t# ... COATINGS t r t ► PLYWOOD,:AND OSB y l th WEYERHAEUSER CALGREEN APPROVED -VOC LIMITS OF ADHESIVE, SEALANT CAULKS, PAINTS & COATINGS CONTAINERS SHALL BE ACCORDING TO CGBSC SECTION } .,COATINGS CONTAINERS ON THE SITE !;«FIELD BUILDINGVERIFICATION BY THE INSPECTOR. USE ENERGY .. ,. THE APPLIANCES. CAL GREEN NOTE: -FOR DRIVE WAY AND SITE LANDSCAPE RETAINING WALLS USE MIN 20% RECYCLED FLY ASH AND /OR SLAG IWO OF PORTLAND CEMENT. -INSTALL WAC SYSTEM TO ACCA MANUAL J, ,# S. DUCT OPENINGS AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED DURING CONSTRUCTION. ALSO SEE HVAC NOTES ON LOW-VOC INTERIOR► GRAMS PER LITER (gpl) VOCs REGARDLESSOF -USE LOW-VOC COATINGS THAT MEET SCAQMD RULE REFER TO CUT SHHET FOR MATERIAL AND PROVIDER'S INFO, # CONSTRUCTION # Ai ► RULE 1168. REFER TO CU SHEETS FOR MATERIAL AND PROVIDERS INFO. -REDUCE FORMALDEHYDE IN INTERIOR FINISH-MEEr CURRENT CARB AIRBORNE TOXIC CONTROL MEASURE (ATCM) FOR COMPOSITE WOOD FORMALDEHYDE LIMITS BY MANDATORY COMPLIANCE DATES. SEE CUT SHEETS FOR DOOR, CABINETRY MATERIAL AND PROVIDER'S INFO. -ALL CARPET AND 50% OF RESILIENT FLOORING IS LOW EMITTING. SEE CUT SHEETS FOR MATERIAL & PROVIDEWS INFO. ELECTRICAL Ii MOUNTEDCEILING �L;L—WALL MOUNTED LIGHT 14.... EXHAUST FAN .* r PROVIDING CAPABLE .r! 0 . r - t AS AIR RATED ffia WATERPROOFOUTLET .. r . i OUND 1 ULT INTER .. SINGLE POLE LIGHT SWITCH THREE VACANCY SENSOR SWITCH RECPTACLE SMOKE DETECTOR PHOTO >t AND M011ON SENSOR EXTERIOR LIGHT AND BATTTERY BACK-UP AT NEW CONSTRUCTION. CARBON MONOXIDE co f STATE i DEVICESMARSHAL •* D THAT EVIDENCE O:. APPROVAL .ii VA PRIORAND LISTING MUST BE THE TOWN ; INSTALLATION. M fi 7 A. BUILDING FOR UNDERFLOOR VENTILLATION: i ., PROVIDE •*• TOTAL AT EXISTING ADDITION. ## NOT BLOCK FOR ,# • i <: .' 3.14/.1022=31 BLOCKS PROVIDE HOLES 0 BLOCKS ALSO PROVIDE EYEBROWS AT UPPER PORTION OF THE ROOF SEPARATION IS REQUIRED BETWEEN UPPER , LOWER VENTILATION ii CORROSIVEUSE RESISTANCE WITH 1/8 TO OPENING COVERING PER FOR LAUNDRY,. • HOOD ELECTRICAL NO1­ES' 4" FOR BATHROOMSEXHAUST -PROVIDE TWO 20-AMP SMALL APPLIANCES BRANCH CIRCUITS SHALL BE PROVIDED FOR ALL RECEPTACLE OU11M OR PER MANUFACTURE'S SPECS. IN THE KITCHEN, DINING, PANTRY OR OTHER SIMILLAR AREAS. -PROVIDE "t r y DEDICATED t M BRANCH CIRCUIT SHALL :. PROVIDED TO SUPPLY BATHROOM RECEPTACLE OUTLETS. -ALL RECEPTACLES • } BATHROOMS, lll i.. 't t+. tii ACCESSORY BUILDINGS, OUTDOORS, CRAWL SPACES, UNFINISHED BASEMENTS, KITCHEN, (WHERE RECEPTACLES SERVE COUNTER TOP SURFACESO, LAUNDRY, UTILITY, WET BAR SINKS ( WITHIN 6' OF } OF GROUND -FAULT PROTECTION. «, tTE BRANCH CIRCUITS ,. SUPPLYING IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS,PARLORS RA DENS,BEDROOMS, `it RECREATION ,tt CLOSETS HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTRUPTER, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT, - IN ALL AREAS SPECIFIED IN 210.52, ALL 125-VOLT, 5-AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. L_.I I I II_L—[-1 Ll i Ll i W r -J'A IMMO, DESIGN 6154 ROYALACORN Tel. 1 0# l.. Fax (408)323-9522 elazari@comcast.net 0 <C 0 a z p M cn W w w ct T-• {.%) 0 W W ZP t' '• Mtn R viaw ". co co J 00 r # D FLOOR * r. i SHEET: L l S t L L L 1 TEXTUREIgnaw", EXTERIOR ELEVATION NOTES 1. EXTERIOR WALLS: 7/8" CEMENT PLASTER, 3 COATS o/ 2 LAYERS OF V PAPER o/ PLYWOOD SHEATHING ` • =MATCH EXISTING WINDOWS: 2. TCH EXISTING • s • ! WINDOWS, COLOR 3. 1. ROOFING: O! COMP. SHI 0 1 �X ,I { i 410. PER CALGREEN TABLE A4.106.5 li ROOF MATERIAL .+1 HAVE 3 4 • AGED ♦ y • -ROOFING MATERIALS SHALL COMPLY WITH SECTION A4.106.5, COOL ROOF, CALGREEN. EXCEPTION: INSTALL ROOF CONSTRUCTIONS THAT HAVE A THERMAL MASS OVER THE ROOF MEMBRANE WITH A WEIGHT OF 3 LEAST • • 5. FASCIA k' GUTTER: MATCH 9 STING ING El �.y(e7i1 L0 V_ W 0 < C} P0 Y ( J / ) olf W t0�/ �\ S../ U � :k Depart; Sa '� 'k U �r � Re t✓ - ja S _ .'� SIDE ELEVATION' SCALE 1/ 4"-1'-px `o� co �t �a co •� Q) SET 'uriilzl[r] Ll ' L CERTIFICATEOF>CO PLIANCE-RESIDENTIA:LPERFORMANCEiCOM1PLIANCEME'THOD CF1R.PRF41 Project Name. Samadyar Residence Calculation sOateIFlme: lt:47, Fri, Jul 10, 2015 Page 1 of 8 Calculation Description: Title 241inaiysis Input Fite Nance: T-24, Addition.xin! GENERAL INFORMATION Oi 71 02 Prolocinamb Calculation Description Sarnadtlaritosdann Title 24 Analysis ... � x ,., s. , 03 1 PnslsdfLocation 10341 TbriliaWAY 04 City t uperfinb 05 standards version Cionmiarate 9015 t116 s ZfP Code 07 fi tomplisause manager versien SEMCmpMgr20133bf(894j OB € ClimateZona CZ4 09 SoNvtsre version i FnergyPro GA to Building Type Single Fair ily it j Front 0+tenlattgn (d"a Cardinal) 90 f z lrro$eci scant ,4ddilion andior AifsamNin 13 $ Number o4 Dwelling units i 14 Total Coach Floor Aran (FT2) 2168 i5 1 Number 61 {,ant i 16 Slate Berea IFT2) fil i 17 f Number of Stories 1 tdt W 2O f Addition Cond, Floor Area Addition Slab Area 1 Tz d ) 0 0 1S j .21 t°" Natural Gass{ Available 'res Glazing Percentage (12.2% COMPLIANCS RESULTS t91 02 Butldin Co licswithComputerPerformancs 9 ntP This building DOES NOT require I RS Ver#ficattad 03 This building Incorporates one or reore B'peclbt pastures shower{ below ENERGY USE $UMNARY 04 Energy Use _ k't`.DV 2 r ' ?tt '( Y $ 00 Standard rein ..... 9 Obi _ Proposed Design 'a g IN Compliances tcl n r t 9 _ OO Percent Im a n 1 p'ra Space Heating 25.10 26,ifi6 0.70 1.41iu Sp sa Copting f 6,A9 1ti.07 2 5,2 fAQ Voolitation W4als}r tleotirrg 6.1L i r;.:it +3.oQ 1A,31 0.00 0,00 g 1� Phafawmhoic Ofteot compliance Energy Total 50.60 SSA4 1.76 2 29 4 ReAo%travonNumber: 2?sAG1sCC2oA=carn0uat t,n[Or faegNtrationDatelTlme; 20t er=fottsad:a8 HERS?'-avuler, Ca10Eft=sin" CA auddi Rg Eni'r vEEfideacyStandards-7013tiesderitialComplaitcc Repo ,rtVersion -Chit-0115201-1694 Report Cierieratrndat: 7G:15-01-1019:48',05 CERTIFICATE OF COMPLIANCE - RESiDEN71AL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-DI e: -47 Fri Jul 107 2 1 ;Ira e, 5 of S Project tfstame:SaPntadciarRasi>9enCt3 CatCi+OatiooDate�fTitn 19- , 0 S � Calculation Description: Title 24 Analysis input File Name: T24. Additson,xvil iCePAQUESURFACE CONSTRUCTIONS 01 02 03 04 08 f 06 07 Total Cavity Winter Design Construction Name Sarrfaae Type Construction Type Framing R-value Cl-valise AsVy Layers Cavity ! Frao s- rrd insuf. I2X4 Top 01,10i 2x4 Top Chard official Muss a;24 Roof iia'; Wired 5rcia g stcoath ;Tg cis clip T Anio Beef ne tfs3Gtr s a0o Attiv ftcota woati Pram e'd 001iing in, O:C, ranw 01 Roofing Virti Roof (Asphalt,SNngtri L>asicric FfnisPf Oypsltm Daar� Cavity /Ffamol, R l'd 124 xt�r or Fir isi Wood R-t 1 tntali {,1N-0.2R E..48i Exterior Waits Wood Partial Wait 2x4 Got 16 in. U.C. kit M103 ykfanrq sheatXNPi{rlr�Ckrn;, i. islVe Flrwxtl Gypsum Board Ceilings I.befow � Cavity !Frame, R-A.7 "�?X4 be:Drift Fisraf t978taYr'es a'[tiel Framed - . Yslosrd k arn,cl {,ailing d' 2x4 � 2 r, C„{: R% a < '' £ - 1 Eli s cl.stat P#' �'.r. '7.t ti< . n. s? f' a «1 Sig' ri• r.s , bI ' Over � Floor Sumacs+: Car dod RoorLkcack: 19Jcead,47AoingAsheahingfitreckiriii Cr ES is ace -RI3 Exterior Floors Wood Fralred Floor 224016 €r., U.0 nit0,071 Cavity ; Ffamo.• R-11 i 21^& .e Rest Surface, aCarimatiid F trors Over I Fibor Deck., Wood S 1i 19,Vieadtsinq'deck+ ip :, Ft»tH•PlnorCraivis ace Grawispers trdqutfP:arnsliFEssor ?xi3@7$Irs.G.i. Ftt9: tf '347 Cavity IErarm R-£4i%Y#t C 'ry Inside Fmis hf Gypsum Board Cavity: Fa2lrata: R f�lfr6 _. ei ' Extol: pr F'n4rer'tr I"Pvcsf R-tO V,+att . Ezterlvr`blal,aa Yd"ola�f FrontedFrontedWalla 24(csi 16:r4, C3;0. Rig - O029 s bt ,`aso Finish Gyp..zttn Board Collings fbelow a CaVify � Frame- R A7 /2x: R-30 Roof Atfe1 attic7 Wood Frarneci Ceiling 2x4 24 tn. 0,C, Rao 0 0.0:32 Over Fivarnlarats. R-20, 9 it stPF- WATER HEATING SYSTEMS 01 02 03 04 05 06 07 Obi solar Number of ElectionVoriited Existing Name SysumiType Distribution Type Water Hoofer Heaters I`y+} Status Condition DHWSys1 DHW Pipe€navi;aIaon,All Une.& � DHWRoster -I _ Annual exfst,s;r2. Ng i WATER HEATERS of p2 Ct3 04 46 66 OT Oil Tank Volume Energy Fa41tr or Tank Exharlor Standby Loa a Name Heeler Eiearororst Type, Tank Type (pat) Efliciaricy Impel Rating trrieuta lor, R-vatue (Fraction) rlmwi Hoofer t Natural Gas Large Storage 50 4.7$ frac 60000-sirxhr 0 3:G Re Iiati4n Narscr' st a un Da£e me altOe 0<3 &8 it prrvace^, Sinr , CA Miiidinp Eriergy F.fFiciencix.Standards - 701:3 Resadenlial CornphanCe Report Verlion. CFIR-01152015-694 Report Generated at: 20 5-07.1019.48'aii A TIA4L PEITP RMAN E COMPLIANCE CERTIFICATE- 9P CCItrtPi,OAN - R19EIN :1 G C METHOD Wuloject Narr e: Bill madder flesrdence Calculation Oattrll`ttc: 19:47, Fri, Jul 10-2015 Calculation € icactiption: 74le 24 Analysis Input File Name: 7-24, Additrcri.xmi r REOIIIREi} SPECIAL FEATURES s' . -n E tar.. h �, . 1 an ire" l' au eorsd icon to rrssxetin ttu4 rasodt?irad u erfcrrri:4r3oo or . cGr irfesr an i na. T a falowarsp erne ta,xtur_. tisa ua41 oti ,>In tad 9 t`r<.id P - (Quota lettit highs level of Insulation . Window overhangs androritns •Hour tfucrwork added IS less them 40 ft. in th HERS FEATURE SUMMARY ry .v r es � certified ct R- fi o-a + rearm nc frr iit�s corn t.^r ttn� s,a. Addaa>an�ti dwt�f is Tfic FCiirsyors0 fa a Sotttattnay f3# tt+,. feature lilac must b. Raem � f ds7 by, a HERS Ra1,Cr i15 a condition or ro „$, g the 'nodded energy ire 0 E t+u Y movi€ ed in tilt buiidinrl components tables below, Building -level Verificatkmsa . « Nona -- Cooling System vxi ificatlons. Nvne-- H±iAC Distribution System Verifications: * «Hunt,»- Domestic Hot wal." System Veriff tion$, _ 11vne - ENERGY DESION RATING _ x + r li , the Standard r visa n Girisidirt ,.nra 6tz ei and tltn 2ri!lual This isa the K=urn v9 .aria arnua0 TDV energy exsnsuariQtac 1 soe'2naargy use eoritgara_nts netuded in ilia partgrinanaa ctirnpr epee rippr�ae or . a . S a d.f d D R O (C ray d?t } - t ' - r annual T V o .. l ifo-a , TL�V energy a$r,aUrrp,iorr !or iigistt!fg and C.ripertirnfS rat regulated Title 24; Peat Is;dcli #amttOaltPt¢atases and carte-r&,nc't sioretranles) r ac��unting f$ the c nu L"+ rq gsr $ t by+an cn s to renewable onrrgy sy'stvm: "emote Energy Use Energy Getup Railhg Margin Pseeenx finprovontonl Total energy tkTDV •yr)` F 1,76 '14% " includes calculated Ao,1Iancr*s and fAmeiltt{neuus Energy Use (AMEt3) BUILDING-FiEATURES INFORMANO l (}t 02 03 04 0S 0S 07 Number of Dwelling Number of 'Ventlwan Number of Water Project Name Conditioned Floor Area (112) tfnila Number of Bedrooms Number of Zones Coating Systems heating Systems Sumaddar Tie sidrnca 2 i ss 1 3 f 1 t ZitNE iNFtARfafA'Fi1lfl 03 ( Zone flow Area Avg. Calling Zone Name Zolfe'Typo HVAC Syst+bfn Nome fff) tikigtai Water Fhbel frog Byttoar 1 Warier Iteatir g 3y4it RoomsCondittonud HYA017 21511 8 C^a'rtl Sys 1 f ftelli€trati nNumbert PtsAIPISOQFRA-00000a.or Registration Date/Time: HERS Provider.; Galorn15, , CA Building Era rpEfficiency 5itndards 2�13 ResidentialCompliance Re ortVersion- RePortGenerated at2015-f7.1039:4805 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD C'F1A-PfBF4111 Project Name: 5amaddar Residence Calculation Da?teinme: 19*1. Fri, Jul 10, 2015 Page 6 of a Caflculatltrn Description: Title 24 Analysis Input File Name; T-24, Additio n.xrni WATER "EATING - HERS VERif ICATHJN 01 02 103 1 OB 05 06 07 tI Rocircutation With Recirculation with r Name Pipe Insulation Parallel Piping i Compact Distribution oInt-of Use Monusi Control 5gnaor Control CHW Rys 1 We I Wit wri ntc pia r 'a SpAce CONDrinceoNr"a SYSTEMS 01 02 03 04 1 05 06 07 Do 09 i fleeting System Cooling Syrntem 5 Distribution fen I Floor Area Verified Existing Henn, $yalontType flame Died Notice Cooled System System served $#rile;, Sind,"#Ian e}thez Heating are! i{UAC14 Ir?pone Yy. gaoling AirDisVibuion t§a HVAC Fan 2i5¢S Exektii $ ah f- Coal;r,g System Component t Camganani f system f 't a NYAc - HEA4TlhiG SY$1`SfdS 4f 02 tt9 Nerlae Type Efficiency Healing Component t CntitFurrsaae - Fuel -farad central furraaco 5:0 Af UE iNVAC-COOLING $Y$7ERA$ _ - tit 02 03 144 05 4 07 0 Efficiency Multi-iipro ad # Name Syalatn Type EER SEER Zonally Controlled Compressor HERS a/grrtlgtatian Coating comporicim # SpRAIfCnn f 3pH aTeam"loning s 53 No g iHVAC- DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 09 OR 10 Insulation Supply Duet Return Duct Verified Existing HERS Name Typo Duci tankage Revalue Location Location Bypass Duct Statue Condition Verification �rUCEa NtA _ Ail (3 wtrab fiQn %, Sytitc.ni 1 Intearec in atticExi€tlrlg li¢af a,}pr lfsfadt 8.0 Attic Rttic None Existing -Now No PLI T CERTIFICATE OF COMPLIANCE- RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name.: Sarna odar Residence Calculation Iiatet" lee: 19:47, Fri, Jul 10, 2015 CalculationDescription: Title 24 Analysis Input File Name: T=24, Addition,xrnl CFIR-PRF-01 CERTIFCATEOFCOMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCEMETHOO CFIR-PRP-01 Page 3 of 6 Projeei Manila. $amoddar F estdonce Calculation DotteNirne: 19: 47, Fri, Jut f O; 201 5 Page 4 of 8 Calculation Description, Title 24 Analysis, Input File Names T 24, Add t one xmt OPAQUE SURFACES of Name 02 Zone 03 construction 04 as Azimuth Orientation 06 Gross Area (if2)' 07 Window cad Door Area ift2) OS Tilt (deg) 05 Status to Verified , Existing Condition r t - r tile{-t<aMkB Fto9rt°i l rJ .t >i Vital e1i.0,2xQ rr H t $ ? 2,0 Back to ^p i f 24.t} 2 tTG ExrSkkrC No Wal-frenl,E Rowels R-I I WaYi WX2x4,dti) 90 Foam 464 7g.992 90 EN --rig to bUat-riprlt-Exi f Resole{, R-t f NJa,I;W 0.2xd.16) 0 Right . 360 48 f Lx Muiq Na {Nall-;sfk.t iRetians F1-t i 4Wa:11 iVd Mir l 16) i rx0 Lott 336 32 4i 9G Existing No vVal1-bacC,New kJ1 tnf6Na'. Rooms �. �Roorms ,. R-19 Walt R-A9 u"dsi; _ 0 Hight 130 Ltt 320 6-88.99 68.31 .. 9G New NIA w NIA Roof back-ea6st Rooms; Dof ruit Rofll s978 to Pros 1-ail1,97R to FraS 405 Exsirsag No E Rocl right -Exist i1riG i it-ezi, fifaoms; ern CDefaua hoof 1076 to pies f1 78t P3e4xuEt Hxa 9 is F'r,_ 415 3F(5 Ex?st n9 E x.,stan 9 Ida No r1 F. b��tck•nen> t>Ea Ragrs A3C pesr Attica 120 New N A Rdgf•h. t°•ar w Roof right =ilvie Roars Rooms fit-30 RoofAtttci R 0 Roof initial 120 180 N€vv elm NA NA Rosaf-IPtt pace #looses; kzo Root Atha I do N aor NA RanedFioor.E Rang Griawispace-R13 1687 Emstog No Raises: Row Hoorn.. t4-19 i-lsaf Cra wlspas;o 471 Now WA ATTIC fie 02 03 04 0 05 06 OT 08 Og flame Construction Roof Rise Roof j Roof Reflectance' Emittanve Radiant Daxrier Cool Roof Verified Existing Status Condition Ani; Flocone Attu Altat Cons blooms 3.78901 01 0.85 No No Losting Na RegistradonNumber: a,- rsoorta-neeo7oc?00os RettstrationDate/Time: 7,01507-10201,540 HERSProvider: crrt,01"'iinc. GA Sitilding Fnegoyr E€4denry 5taradar sls - X123 tirs`sdential roe pltanr+e Report Version - CF111,01152015.534 Report Genoratefi at: 2015-07-'0 19:4a:05 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE ME71400 CFIA»PHF.01 Project Narna: Saitivaddar Residence Calculation C►a1etTlrne: t u.4 ,Fri, Jul 14, 20ra Page 7 of 8 Calculation Oescripthenc Title 24 Analysis 0nput Ft hic Name: T-24. Addition,x4nl '60O lNG 118WIi.+AfION at 02 04 Name Coaling vent CFM Coating Verd watts ciPm Number of Fans V.HFar, t 75 1,0k-s Til .T g WINDOWS 01 02 03 04 06 05 97 08 00 f0 11 Verified Muftip0e Existing Name Surface (Orientation -Azimuth) _ Whillt(fa) height (ft) v Area file) u-factor SHOO Exterior Shafting Statue Condition Window tidal{-back,E if ack-tap 1 � 0 6.6 0.607 2 t,fl f9.3� O.S0 Insect Ser e dof uit' Existin ( g No Vhodaw 2 Wall-tiont,E !Front-90) 6,0 4.Q 3,333 80.0 i 0.36 0-3:5 hit act Screen iteat a illi Existing Net wkirlivw 5 VYalf rtgtd Ea iz[ (ttignt 0} Cc CO* 1 2 46.4 0,36 0.".5 Insect $vftn l0efauit) Existing NO Will tt&4 WAI all,E'{,Left-180i 6,0 6.0 1.067 32.0 0,36 0.'.+,`5 InsaotSere"ddaf,ustt Exiisting No m Wett3la'W 5 WaRoach-Niriv (Right-t3t 610 mm 5,D 2.277 6a3.3 0.32 0,30 insect Screen ideftautt) Nesv. _ N 1i s%rsifow 6 YMP-Left-Now (Loft- t�1$ Co 5.0 ±S,33S 16,1) 0,32 010 Im"d Scream (default) New N A DOORS 04 Di 01 New Sick of Building Area 00) U factor Status Ygrifiad Existing. Condition Doan 'Wall-fronLE 20 .0 O.Sd% i i £x s3 o d NO Door 2 iNalf'Ot ff , £ 2 Q O' g fl.50 r P ; x' 'n E ask g NO OVERHANGS AND PINS i 01 02 3 1 04 0S 006 Omertwng 07 1 08 1 as l to Left Fin 31 1 12 13 14 i Right Fin Vdlndoue Depth Lott Die#'iBp Extent flight E.sreaei Flap Ht. p flap#h 'Tap tJP DtsiL ¢ Beat Up Depth Tap i3P Dist R Doi !UP Window 2 0A 2 :2 0 0 0 {i 4, 0 tt 0 0 Windew2 2 d,i 2 0 0 O 0 0 0 0 to 4 Window 2 0.1 2 2 0 0 O 3 0 0 0 0 0 0 Window 4 2 10. a 2 ? 0 0 1 0 0 0 0 0 (1 0 Window 5 Window 2 2 0,1 t � 0,7 1 2 2 .9 0 � 0 #b 0 0 ( 11 0 0 0 0 0 0 O 0 a 0� 0 0 ttegistration Number. 7r t0+5te aa-ectm0o n ';t Registration Date/Time: PoVior-le2o.fid:48 CA Swilling £ner"ifficiency Standards - 2,113 Residerthaf Compliance Report Version - CFIR-01152015-69A CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE M OD Projed Name! Samaddar Residence Calculation DatafTinnot 1 g:47, Fri, Jul 1C1., 2015 Calculation Description: Titles 24 Analysis, input File Na r s- T 24, Addition.liml HERS Provider 0ak;ERT5.- Report Generated act- 2fi25-17-10 39:4Et:05 a p#74`t?Ltt:t+4TATf#ON AtiTHa�R'fi t?ECLARA'fIDN STAT'iWhfENT .� �� -.. 1. 1 :verily Plat this Certificate of compliance doceunerilation Is accurate: and compiele.� DoottmRnlatton Author Nainte: : Documentation Autnor-ignattaret; " Ettick Lazari Company: signature Date: Lazar{ Design 2015-07-10 20:15AS Addros5: CE-WHERS Certification Identification {If paicabla): 6154 Royal Acorns Ft Icaty'>is€iNTfY �hoaaca_ San ,Jose, CA 95120 (408)781-8374 RESPONSIBLE P"SON"0: DECLARATION STATEMENT I purify the following strider penally 04 perpiry, usa:iar this faivO vt the State of C}talifmralta: t. I a sn Aig4Me under Davis€ ui 3 of inii 0usiriosa and Prcfa .sums Code to accapt respontiec lily far the bind rig daratgr€ idea3tilfed an this 00ertsficale of C nsoiance. 2. l surlily that the orrr rgy foutteas -and p:rffsrrsanncs spvcfisat€ono idonaitied ell this Certifittaly of Compliance conform to the rotguirsianalitts of Title 24, Part I and Part 6 of the Galifirmia Code of Rsrgtalativns, ? TkettuiO4frgfe gnfe vresvtsycet Oig iaa#vt idert sdo ii tryrtitia$toelG4snp}line are cons'rite»tvvtt fheinfQrrnafian4tov+drdsry#tie stAftEica€er�rrpiiantosfvrunants. svgsrai;i'aw€=.k .. H{c:ulai{Gsnf',, $lAtis Arid `3"eaef k*Ji*r t, svitrei tlod to IN, enlo P-00 a{ pfrioy foa.� rovol aytlh $ills �o,Jii�tm �3qt;ro»+ is {i;a,�:ai:i:rt. p PP g fr01 RostronsibleDesig eeName: ResponsiefeDesignerSignatare Edict: Lazar! Go, art, , 'nAt 'Date signed: Lazart Design 2015-07-10 20.1 SAS iiioairyass: License. 6954 Royal Acorn PI � N.& C,ty+wtnmi zip: Phonic. 5ar .Jose. 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CA Building k Energy FicirncStantardx-? 13 F± dero al Compliance,lza cr± Resortrrt Verien • CttR-1a t3ia15«£4 Report crr.er tadai.? 1 0li)19: 42.13 mA avtiirptriertYtf canct54ander Standards Report frt Version %, 1.R 01 ,32i7aGSi Report �3eneratec .11t.�'CI 1r 19.H.x ,�A Dui1 rB Enegy Er,frc envy Stands ds 3)13 RsadcetialCo Yce Report tVers Version 0 ..5.%C15�54 Report eereratn€at: 20Y5- 0T-21S44S OS �pNpll �I Ji �r W �y Q 0 h Z .�G m cry (n UJ UJ X ry 0 i * i L__ c u P E F-4: -i �irfa; REVIEWED' F_0�4 COMPLIANCE b £ " ji `( 00 43 00 `:;) cc CQ -co SHEET W_ n JULY 2015 in the Santa Clara Valley, storm drains flow directly to our local creeks, and on to San Francisco Bay, with no treatment. Storm water pollution is a serious problem fo wildlife dependent on our waterways and for the people who live near polluted streams or baylands. V ro 0 fo r r duces Proper management of construction sites repollution significantly. This sheet summarizes the "Best Manageme Practices" (BMPs) for storm water pollution prevention. ORDINANCE OF THE CITY OF CUPERTINO FOR STORM WATER POLLUTION PREVENTION & WATERCOURSE PROTECTION: Chapter 9.18 S.111040 Discharge into the storm drain prohbited It shall be unlawf ul to discharge, or cause, al low, or permit to be discharged into any storm drain or natural outl et or channel all waste, including but not restricted to, sewage, industrial Wastes, petrd eum products, coal tar or any refuse substance adsing tom the marvifacture of gas from coall or petroleum, chemicals, detergents, solvents, pairts, contaminated or chlorinated swimming pool water, pesticides, herbicides and fertilizers. 9.1&070 Accidental Discharge Al I persons shall notify the Director of Public Works by telephone immediately upon accidentally dischargirig wastes enable countermeasures to be taken b y the City to mini mi ze damage to storm drains and the receiving vitaters. This notification shall be followed, within ten (10) days of the date of occurrence, by a detailed written statement describing the causes of the accidental discharge and the measures being taken to prevent further occLrrences. Such notifications will relieve persons of liability for vi olations of this chapter or for a fines imposed on the city on account thereof under Section 13350 of the California Water Code, or for violations of Sectio 5650 of Cal ifiomia Fish and wildl ife Code, or any other apo icable provisions of State or Federal laws. 9.1&220 Violation* Any person who violates any provision of this Chapter shall be guilty of a misdemeanor and upon conviction thereof shall be punished as provided in Chapter 1. 12 of the City of Cupertino Municipal Code. Chapter 1.12: General Penalty, Section 1.12.010, paragraph D, statee: Unless otherwise speced by this code, an infraction is punishable by: 1. A fine not to exceed $100 for a first violation Z A fine not to exceed $200 for a second violation 3. A fine not to exceed $500 for a third violation of th same chapter within one year. 9.1&240 Civil penalty for illicit discharges* My person Who discharges pollutants, in viol ati on of this Chapter, by the use of illicit connections shall be civil Ily liable to the City in as um not to exceed twenty-five thousand dollars per day per violation for each day in which such viol at on occurs. *Excerpts — For complete CODE language refer to the City of Cupertino Municipal Code. Cupertino Building Dept: 40 8-77 7 -32 2 8 Public Works Dept: 40 B-77 7-33 64 Santa Clara County Recycling Hotline: $00-633 -8414 w w w r e d u q 0 M Small Business Hazardous Waste: 40 8-29 9 -7 3 0 0 Cupertino Sanitary Sewer Distr 40 8 -25 3 -7 0 71 Santa Clara Valley Urban Runoff Pollution Prevention Prgm 80 0-794-248 2 State Office of Emergency Services 1-800-862-7560 (24 hrs) Report spills to 911 General 4 ff 10(181 Y! �* I R err Site Superv,ision Storm Drain Pollution from Construction Acttviles vesh into a storm drain, gutter; or street have a direct impact on local creeks and the Bay. gj,0111NIerviscir, owner or any environmental damage caused by your subcontractors or employees. General Pdndples L3 Keep an orderly site and ensure good housekeeping practices are used, Nlairtain equipment properly Q Cover met erials when they am not in use. Ll Keep mat erials away from streelts, storm drains and drainage channels. Ll Ensure dust control water doeSryt leave site or discharge to storm drains. Advance Planning To Prevent Pollution Ll Schedule excavation and grading activities for dry weather periods. To reduce so,11 erosion, plant temporaryvegetaitiDn or place other erosion controls before rain begins. Use the Erosion and Sedment Control Manuat, a4lable from the Region ad Water Qualfty Control Board, as a reference. Ll Control the amount d nmoff crossing your site (especially during e)cavation!) by udng berms or temporary or permanent drainage d Iches to divert waiterflow around the site. Reduce stornmder runoff veloicifies by constricting temporary check dam or bemrs where appropriate Trai n your employees and subcontractors. Th a city can prNde, brochures about these issues for you to distribute to mrkers at your construction site. Inform pu r subcontractors about the stormwater requiremerts and their am responsibilities. Use Bkeptint fora Clean Bay, a construction best ma nagement ractices guide available at our Building Dept. counter. Gardening, and Pool Maintenanc Lands capinglGarden Maintenance • Protect stockpiles and landscaping materials from wind and rain by storing them under tarps or secured plastic sheeting. • Schedule grading and excavation projects during dry weather. • Use temporary check dams or ditches to di ve rt runoff away from storm d rains . Ll Protect storm drains with sandbags, gravel - filled bags, straw wattles, or other sediment controls. L3 Re -vegetation is an excellent form of erosion control for any site. U Store pesticides, fertilizers, and other chemicals indoors or in a shed or storage cabinet. Ll Use pesticides sparingly, according to instructions on the label. Rinse empty containers, and use rinsewa ter as product. Dispose of rinsed, empty containers in the trash. Dispose of unused pesticides as hazardous waste. LJ In Cupertino, residents with curbside recycling can collect lawn, gard en and tree trim mi ngs i n ya rdwaste totem. Ya rdwaste will be collected and composted by the city's contractors. Residents are encouraged to compost yardwaste on -site themselves. Or take yard waste to a landfill where it will be composted. U Landscape contractors should to ke clippin gs a nd pru ning wa ste to a la ndfill that composts yard waste (BFI's Newby Island and Zanke r Rd, landfill are the nearest). LJ Do not blow or rake leaves into the street. Storm Drain Pollution from Landscaping and Swimming Pool Maintenance Many landscaping activities expose soils and increase the likelihood that earth and garden i chemicals will run off into the storm drains during irrigation or when it rains. Swimming pool watercontaining chlorine and copper -based algaecides should never be discharged to storm drains. These chemicals are toxic to aquatic life. PoollFountainlSpa Maintenance Draining is or spas When ifs time to drain a pool, spa, or fountain, please be sure to call the Cupertino Sanitary District before you start lbrfurtherguidance on flow rate restrictions, backflow prevention, and handling special cleaning waste (such as acid wash). Discharge flows should be keptto the low levels typically possible through a garden hose. Higher low rates may be prohibited by local ordinance. • Never discharge pool or spa water to a street or storm drain; discharge to a sanitary sewer cleanout • If possible, when emptying a pool or spa, let chlorine dissipate for a few days and then recycle/reuse water by draining It gradually onto a landscaped area. • Do not use copper -based algaecides. Controlalgae with chlorine or other alternatives, such as sodium bromide. Riter Cleaning U Never clea n a filter In the street or near a storm drain. Rinse cartridge and diatomaceous earth filters onto a dirt area, and spade filter residue into soil. Dispose of spent diatomaceous earth in the garbage. L3 If there is no 9 ulta ble dirt area, call Cupertino Sanitary for instructions on discharging filter backwash or rinsewater to the sanitary sewer. Storm Drain Pollution Soil excavaton and grading operations loosen large ?mounts of soil that can flow or blow IntD storm drains when handled improperly. Sediments in runoff can dog storm drains, smother aquatic life, and destroy habitats in creeks and the Bay, Effective erosion contro I practices red uoe the amount of runoff crossing a site and slow the flow with check dams or roughened ground surfaces. Rwam Remove existing vegetation only when absol ute ly necessary. Plant temporary vegetation for erosion control on slopes or where construction is not immediately planned. ■ Protect downslope drainage courses, streams, and storm drains with wattles, or temporary drainage swales. Use check dams or ditches to divert runoff around excavations. Refer to the Regional Water Quality Control Board's Erosion and Sediment Control Field Manu al lb r pro per er osion a nd sedirn ent co, nir of measures. Cover stockpiles and excavated soil with secured tarps or plastic sheeting. The! property owner and the contractor share ulti--i-i-djL'-Urespons'lb*llity for the activities that occur on a construction site. 'L1iF0Mi16u may be held r=A1%sponZ,-;ib1e ,,r subcontractors f on or e"Inp ovees. U or a ny envi &*& nitall damage CAmused by yo Painting and Application Solvents an Adhiluoives ;IRT =11 In "37 1 Solvents, and Adhesives • - - - - - - - - - - - should be recycled when possible, or disposed of property to prevent these materials from flowing into storm drains and watercourses. Handling Paint Amoducts away from the gutter, street, and storm drains. Paind • Never clean brushes or rinse paint containers into a street gutter, storm dre 1 French drain, or creek • Forwater-based paints, paint out brushes the extent possible, and rinse into an inside sink drain that goes to the sanitary sewer. L3 For oil -based pairts, paint out brushes to t extent possible and clean Wth thimer or solvent. Filter and reuse thinners and s where possible. Dispose of excess liquids a residue as hazardous waste. L3 When thoroughly dry, empty paint cans, us brushes, rags, and drop cloths may be disposed of as garbage. ftint Removal Q Paint chips and clustf rom non -hazardous dry stripping and sand blasting may be swept upor collected in plastic drop cloths and disposed of as trash, 17-11 Chemical paint stripping residue, and chips and dust from marine paints, or paints containing lead, mercuryortrititty inmus be disposed of as hazardous wastes. Lead based paint removal requires a state -certified contractor. 4-14MFMX�x4is weze;km*iI !R'01*9 Ai-Z0Tn- with high-pressure water, block storm drains. Direct washwater onto a dirt area and spade into soil. Or, check with Cupertino Sanitary District to find out if you can mop or vacuum tie washwater and dispose of tin a sanitary sewer drain. Sampling of the washwater may be required. L3 Washwater from painted buildings constructed before 1978 can contain high amounts of Lead, even if paint chips are not present Before you begin stripping paint or cleaning pre-1978 Wilding extedors with water under high pressure, test paint for lead by taking paint scrapings to a local laboratory. (See Yellow Pages foecl laboratory.) LJ 9 there is loose paint on the building, or ifthe pairt tests posve for lead, block storm drains, Check with Cupertino Sanitary District to determine whether you may discharge water to the sanitary sewer, or if you must send it ofisite for disposal as hazardous waste. Paint Disposal, Return orDonation LJ Dispose of unwanted liquid paint, thinners, solvents, glues, and cleaning fluids as hazardous waste (call the Small Business Hazardous Waste Prgm: 299-7300). • Or Return to supplier. (Unopened cans of pain! may be alle to be returned. Check Wth the vendor regarding its "buy-back" policy.) • Donate exoess paint (call 299-7300 to donate.) General Business Practices Ll Develop and implement erosiontsediment control plans for roadway embankments. L) Schedule excavation and grading work during dry weather. ■Check for and repair leaking equipment. Perform major equipment repairs at designated areas in your maintenance yard, whe re cl eanu p is ea si er. A void perfo rm ing equipment repairs at construction sites. Ll When refueling or when vehicle/equipm ent ma inte nance m u st be don e on site, desig nate a loca to n away fro m storm drain s an d creeks. Ll Do not use diesel oil to lubricate eq uipm ent parts or clean equipment. Ll Recycle used oil, concrete, broken asphalt, etc. whenever possible, or dispose of properly. (www.recycle stuff.com for list of recycling com pa nies.) AsphaltlConcrete Removal • Avoid creating excess dust when breaking asphalt or con cr ete. • After breaking up old pavement, be sure to remove all chunks and pieces, Make sure broken pavem ent d oes not com e I n con ta ct with rainf al I o r r unoff . When making saw cuts, use as little water as po ssib le. S hovel or vac uu m saw -cut s lu rry and re move fro m the site. Cover or p rotect sto rm drain inlets during saw -cutting. Sweep up, and properly dispose of, all residues. U Sweep, never hose down streets to clean up tracked dirt. Use a street sweeper or vacuum truck. Do not dump vacuumed liquor in storm drains. Storm Drain Pollution from Roadwork Road paving, surfacing, and pavement removal happen right in the street, where there are numerous opportunities forasphalt, saw -cut slurry, or excavated material to illegally enter storm drains. Extra planning is required to store and dispose of materials properly and guard against pollution of storm drains, creeks, and the Bay. During Construction 0 Avoid paving and seal coating in wet weather, or when rain is forecast, to prevent fresh materials from contacting stormwater runoff. U Cover and seal catch basins and manholes when applying seal coat, slurry seat, fog seal, or similar materials. C3 Protect drainage ways by using earth dikes, sand bags, or other controls to divert or trap ■ and filter runoff, Never wash excess material from exposed - aggregate concrete or similar treatments into a street or storm drain. Collect and recycle, or d is pose to dirt area. ■Cover stockpiles (asphalt, sand, etc.) and other construction materials with plastic tarps. Protectfrom rainfall and prevent runoff with temporary roofs or plastic sheets and berms Park paving machines over drip pans or absorbent material (cloth, rags, etc.) to catch drips when not in use. • Clean up all spills and leaks using "dry" methods (with absorbent materials and/or rags), ordig up, remove, and properly dispose of contaminated soil. • C o flec t an d racy cl e or appr opria te ly d isp ose of a xce ss abra sive g ravel or sand, ?'?? L. Avoid over-applica ton by water trucks for dust control. a -a T MANA(S"" EMENT ar"' R ACT I C ES, Co"A"'NSTRUCTI N M D ewaterin *1111 -A 1STOTIMor-TiT.0792 WARRTn TM Be sure to call your cs storm water inspector; at 408-472-9907 before discharging water to a street, gutter, or storm drain. Filtration or diversion through a basin, tank, and sediment trap may be, required, Reuse water for dust control, irrigabon or !1, another on -site purpose to the greatest extent! possible. Check for odors, discoloration, or an oily shee on groundwater. LJ Ask your city inspector whether th groundwater must be tested by a certifie• laboratory. Ll Depending on the test results, you may b allowed to discharge pumped groundwater t the storm drain OR you may be required discharge to the sanitary sewer or collect a haul the water off -site for treatment an disposalatan appropriate treatment facility. U When discharging to a storm drain, protect th inlet using a barrier of burlap bags filled w drain rock, or cover inlet with filter fab anchored under the grate. L] Contact Cupertino Sanitary District at 253-7071 priorto discharging to the sanitary sewer. FI-esh Concrete and Mortar Application Storm Drain Pollution fro Fresh Concrete and Mortal Applications Fresh concrete and cement -related mortars th at wash into lakes, streams, or estuaries are toxic to fish and the aquatic environment. Disposing of these materials to the storm drains or creeks can block storm drains, causes serious problems, and is prohibited by law. General Business Practices C3 Wash out concrete mixers only in designated washout areas in youryard, awayfrom storm drains and waterways, where the water will flow into a tern p orary waste p it in a dirt area. L et water percolate through soil and dispose of settled, hardened concrete as garbage. Whenever possible, recycle washout by pumping back into mixers for reuse. ❑ Wash out chutes onto dirt areas that do not flow to streets or drains. LJ Always store bath dry a n d wet materials under cover, protected from rainfall and runoff and away from storm drains or waterways. Protect dry materials from wind. Ll Secure bags of cement after they are open. Be sure to keep wind-blown cement powder away from streets, gutters, storm drains, rainfall, and runoff. U Do not use diesel fuel as a lubricanton concrete forms, tools, or trailers. • Don't mix up more fresh concrete or cement than you will use in a two-hourperiod. • Set up and operate small mixers on tarps or heavy plastic drop cloths. L_J When cleaning up after driveway or sidewalk construction, wash fines onto dirt areas, not down the driveway orinto the street or storm dra in. U Protect applications of fresh concrete and mortar from rainfall and runoff until the materialhas dried, El Wash down exposed aggregate concrete only when the washwater can (I )flow onto a dirt area, (2) drain onto a bermed surface from which it can be pumped and disposed of properly, or (3) be vacuumed from a catchment created by blacking a storm drain inlet. If necessary, divert runoff with temporary berms. Make sure runoff does not reach gutters or storm drains. • When breaking up pavement, be sure to pick up all the pieces and dispose of properly. Recycle large chunks of broken concrete. See www.red ucewaste,.org for info on recyclers. • Never bury waste material. Dispose of small amounts of excess dry concrete, grout, and mortar in the trash. LJ Never dispose of washout into the street, storm drains, drainage ditches, or streams. a I ri navy Equipm ent 0 poration Stormwater Pollution from Heavy Equipm ent on Construction Sites Poorly m aintained vehicles and heavy equipment that leak fuel, oil, antifreeze o r other flu ids on th e co ristructio n site are com rn on sou roes of storm drain pollutio n. Prevent spills and leaks by isolating equipment from runoff channels, and by watching for leaks and other maintenance problems. Remove construction equipm ent from the site as soon as possible. Site Planning and Preventive Vehicle Maintenance 0 oesignate one area of the construction site, well away from stream s or storm drain inlets, for auto and equipm ent parking , refueling, and routine vehicle and equipment maintenance. Contain the area with berms, sand bags, or other barriers. 0 maintain all vehicles and heavy equipment. In sp ect frequently for and repair leaks. U Perform m ajor maintenance, repair jobs, and ve hie le an d equipm ent washing off -site, w he re cleanup is easier. L3 If you must drain and replace m o to r o 11, radiator coolant, or other fluids on site, use drip pans or drop cloths to catch drips and spills. Collect all spent fluids, store in separate containers, and properly dispose as hazardous waste (recycle whenever possible). L3 Do not use dieseloilto lubricate equipment parts, or clean equipment. Use only water for any onsite cleaning. LI Cover exposed fifth wheel hitches and other oily or greasy equipment during rain events. Spill Cleanup L3 Clean up spills immediately. U Never hose dow n "dirty" pavement or impermeable - surfaces where fluids have spilled, Use dry cleanup methods (absorbent materials, cat litter, and/or rags) whenever possible and properly dispose of absorbent m ateria Is. L3 sweep up spilled dry materials immediately. N ever atte m pt to "wash them aw sy " w ith water, or bury them , L3 Use as little w ate r as possible for du st control. Ensure water used doesn 't iea ve silt or discharge to storm drains. L3 Clean up spills on dirt areas by digging up and property disposing of con tam Inated soil. L3 CalI911 for significant spills 0 If the spill poses a significant hazard to human health and safety, property or the environment, you must also report it to the State Office of Emergency Services, Small Business Hazardous Waste D 0 isposal Prgm Businesses that generate I than 27 gallons or 220 pou• of hazardous waste per mont are eligible to use this progra Call An 'Iall 4U for a quote. UPE C I-RTINO Building Dopartmnt 4 �`,EVIEVVED F0R 1­;(X)E COMPLIANCE Reviewa;d By. Santa Clara Valley Urban Runoff Pollution Prevention Program UPDATED JANUARY 201 SHEET: A TIMM BORDEN, R E 455112 12 311112 DIRECTOR OF PUBLIC WORKS I 0 0 n3 -FLOOR.• tl COMMON NAILS Un R 0 EDGES & 0 O.C. IN FIELD U.N.0, NOTES: -CONNECTORS iM... FOR PRESSURE #• TREATED t,..t ARE HOT-DIPPED GALVANIZED, STAINLESS STEEL, SILICON BRONZE OR COPPER. (EXCEPTION: 1/2" OR GREATER STEEL BOLT PLY E.N., H.D.S, WASHERS, HARDWARE, ETC. (ALL METAL CONNECTORS) I SPACED TYPICAL ANCHOR BOLTS FOR NON 1% SHEAR WALL CONDITIONS ARE 51e MIN. NOMINAL DIA. W./ MIN. 7- EMBED. INTO CONC. AND O. APART. SHEAR WALL AND NON SHEAR WALL CONDITIONS REQUIRE TWO BOLTS PER MUDSILL SEGMENT PIECE EACH BOLT NOT MORE THAN 12" OR LESS THAN SEVEN BOLT DIA.(4-3/8")FROM MUDSILL END. CUS�ET�ABILE� BELOW O R CONNECTION JOISTS1. { SILL OR GIRDER,TOENAIL BRIDGING2. . JOIST, TOENAIL c •{" OR • • WIDER •{.JOIST, 5. 2*(51MM) SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL . . . . . . 2-16d 6. SOLE PLATE TO JOIST OR BLOCKING, TYP. FACE NAIL . . . 16d AT 16"(406mm) o.c. SOLE PLATE TO JOIST OR i i 7. TOP PLATE TO STUD, END ,. 8. ! TO .. .. • . i t. • tTE 9. DOUBLE STUDS,« ir, 10 DOUBLE • i 13. 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL . . 3-8d 14. CONTINUOUS HE! • i i ALONG! JOISTS15. CEILING • PLATE, TOENAIL.«. 16. CONTINUOUS HEi f STUD, TOENAIL JOISTS,17. CEILING { JOISTS18. CEILING • 19. RAFTER TO PLATE, TOENAIL i"(25mm) BRACE TO EACH ! ! ! OR LESS TO EACH BEAR22. ING,WIDER « . EACH BEARING, CORNER23. BUILT-UP ! 4 BOTTOM > STAGGERED !d AT ENDSAND AT EACH SPLICE AT EACH BEARING 26: WOOD STRUCTURAL PANELS AND PARTICLEBOARD: 2 SUBFLOOR, ROOF AND SHEATHING (TO FRAMING): 3 OR i" i. : COMBINATION SUBF•O- !- s FRAMING): 5 OR t OR i. •' SIDING27. PANEL • OR 28. FIBERBOARD :. • NO. 1690. INTERIOR29. PANELING: NO. 169a. 9 FOOTNOTES: SPACED1. COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED 2. NAILS EDGES,AT AT INTERMEDIATE SUPPORTSEXCEPT 6" AT ALL OR •' FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS ► SHEAR WALLS, REFER TO SECTIONFOR SHEATHING MAY BE COMMON, BOX OR CASING. 3. COMMON OR DEFORMED SHANK. 4. COMMON. 5. DEFORMED 6. CORROSION -RESISTANT SIDING OR CASING NAILS CONFORMING TO THE REQUIREMENTS OF SECTION 2325.1 7. FASTENERS SPACED ! EXTERIOR " EDGES AND INTERMEDIATE SUPPORTS. 8. CORROSION -RESISTANT •• DIAMETER HEAD AND 1-1/2" LENGTH • • 1/2" SHEATHING • 1-3/4" LENGTH • SHEATHING CONFORMING TO THE REQUIREMENTS OF SECTION 2325.1. 9. CORROSION -RESISTANT STAPLES WITH NOMINAL 7/16- CROWN AND 1-1/8- FOR 1/2- SHEATHING AND 1-1/2- LENGTH FO- SPACED 25/32- SHEATHING CONFORMING TO THE REQUIREMENTS OF SECTION 2325.1. 10. PANEL SUPPORTS AT 16- (20- IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED). CASING OR FINISH NAILS ON !GES, 12" AT INTERMEDIATE SUPPORTS. SUPPORTS11. PANEL OR FINISH NAILS SPACED ON EDGES,! O 0 O.C. 18.C. V " VERTICAL f &=3i}i��38I PROVIDE fi; NEW/EXIST. SIH PLATE (WHERE OCCURSY- P.T. PLATE - e� lit D.F. S11JDS v W O.C. D.F. SOLE PLATE tY-AT 4 O.C. �24 P,T° D.F. MUDSILL 5/80al2"A.B. W./ j' 3""X3'X0.229" FLAT STEEL WASHER 0 MAX s. t!` NEW (OR PLAN) ,NEW 2x P.T. PLATE a y •an .4' � 4. MIN.,<,,, " •MiN. �•`;p �y 44� 4 " 4 y L•AIJ I a V I V. L. VIL" r IV. VA1 NEW TO EXIST. FTG. ^ -� NTS FLOOR SHTG. 2x6 FLOOR JOISTS 3 f 4" T. & G. PLYWOOD W./ 1Od 06" O.C. AT EDGES & 10" IN FIELD ' ."It.^'11-77*•+,IMt - It^^[t�tll-!III ifI MV + s r� NTS M rillli�L"iV 7/16" PLYWOOD W./ 8d 06"/12" O.C. SILL NAILING W./ MIN. 2-16d " JOIST UNDER WALL EN Simpson Strong -re GH46-8 � al�DER HANO� D.F. STUDS 0 16" O.C. D.F. SOLE PLATE (E) SUB -FLOOR a -~ N)A35 016" O.C. BEARING BLOCK 0 A ALL POSTS ABOVE t ° ` 4 N)2 X6 P.T. D.F. MUDSILL I v 9, A B. PER PLANS Q a #4 4• R 4+ ,• #44 REBAR 0 187 O.C. VERTICA a • « `. '` -#4 REBAR 0 BOTTOM a i# Q%)���� NTS c. Build"in Reviewea By, L0 Ld r-- < U N•.L I- In �/0 b' W W cr_ V 0 0:� W W `i 0 0 n went ° EXP 0 Y' ✓ 00 iJ co 00 co FOUNDATION & 1 ST FLOOR FRAMING PLAN LwM FOUNDATIO k I PI A f-Al iN & IST FLOOR __FRAM11NG L_nN ATTIC ACCESS 22"X30" 4 FOR MORE INFO, SEE A4 S2 S2 SW1 — SW18X8—RF — SEE DET. 1 S2 S2 SEE DET. 1 a -0 7 -o fi "ra I �? � � f � R.R 2X6 016" 0.G � � ul • ~ 4 I .�PER CRC 2013 TABLE R80.1(2) t'cc S2 h S2 1 NNO LYWD 7 S E D '`J / S2 l: 2X6 C J=- 016" O.C. fi N }: S2 X3o" °'-o" �,^��°c 8-0 tti ces �. 1 / 1: , ::: 04 ``.'':::::.::: _- - -- t { etA• a. `f I SEE DE T1 P S 1 4 0 :fi 0 1s• I . 1 ti �� I ` 'a� { fi 1++ iii `\♦ar ••a•vcaaar•e a••aaaa•a••rrraaaaaaa arar•aa „ .• • •raaaa +a r.rF,•/r• r.•ta ♦ araa, raar.aera•. .•e.• A\ eaa s a•aa•rsrs,aa aar rra.arr•a, ae.a ••aa,e•••• +f°.•• ta..+ ..•.aaraa •R//•:r +raa .. a•+aa•.. ( is :: � — i � ; EXISTING F STRUCTO REMAINS2 fi Y ( ! I I i i l +� I 3 I I I i EXISTING ROOF MUC. TO REMAIN EXISTING ROOF STRUC. TO REMAIN I ' � ® a..a _�._ - _�. .— _�� _�� r_ �_ .� - ew �_ a �, �...m_ �m _a ._ - ..--__ - - <..e. - - - I I —ROOF#■ 1/2"CDX OR OSB PLYWD. RADIANT BARRIER) W./ 8d COMMON NAIL i 0 # O.C. 0 EDGESs, II r EQUAL —ALL BEAMS SHALL BE SUPPORTED ON POSTS NTH POST SIZE 4 WIDTH OF BEAMAND THICKNESS OF THE WALL U.O.N. i SINGLE PIECE OF PLYWOOD SHALL BE DIMENSION.LESS THAN 24" 1 FAST —ALL HEADERS 1 BE 4X12 DF U.N.O. —WHERE TOP OR SOLE PLATE ARE CUT FOR PIPS, A METAL TIE MIN. .058 INCHES THIC AND 1.5" WIDE SHALL BE FASTENED ACROSS THE OPENING WITH sd NAILS MIN. EACH SIDE. —ALL NEW EXTERIOR .r. . WALLS t DESIGNATED y} AS y SHEAR WALLS TO SHEATHED PLYWOOD y.SHEAR WALL W./ NAILING SPACING OF 6" O.C. 0 EDGES & 10"O.C. IN FIELl BE W./ SAME SIZE DBL TOP PLATE OR aWill I ON ROOF PLY. PER PLAN RAFTERS PER PLAN S.S.T. "A—V PER SHEAR WALL SCHED. •B.Na -2ac BLK'G DBL. 2x TOP PLTr ' 20 STUDS 0 16"or . 7 SHEAR TRANSFER 0 ROOF NTS ROOF SHAPED W.1 3/8'X5- LAG BOLTS O.C.AT 12" HEADER NAILS 0 6" O.C. ALL PANEL EDGE ! BLOCKING AT ALL UNSUPPORTED PLYWOOD EDGES IS REQUIRED I ` 12" O.C. NAILING IN FIELD 1 I l I I � 5/8" X1 "04'—O" O.C. A.B.'S W./3"X3"X1 f 4 E.N. OF PLYWOOD 5Q. WAS HERS I I I BRACED WALL PANEL i I i sss 2X6 C.J. I � s E.N. 1/2" GYP. 8D• fi PROIADE 3-2" HOLES FOR VENT. H2.5 AT EACH RAFTER I PLY, SHEARER WAIT, DBL. 2x TOP PIT. (SEE PLAN) I 2x STUDS 0 16'o.c. fi i 2 SHEAR TRANSFER @ ROOF NTS I (E)DRAWL ACPESS 7 A NTS SHEAR WALL TYPE 7/16" PLYWOOD SHEATHING W./ 8d COMMON HEADER NAILS 0 6" O.C. ALL PANEL EDGE BLOCKING AT ALL UNSUPPORTED PLYWOOD EDGES IS REQUIRED 12" Q.C. NAILING IN FIELD c�3 t 0 5/8" X10"04'-0" QC. A,B.'S W./3"X3"X1 " E.N. OF PLYWOOD SQ. ASHERs (E) FOUNDATION WERE OCCURRED �ALTERNATE BRACED WALL PANEL ROOF RAFTERSSHEATHING PER PLAN PER P�AN_\ S.N. �L--3-10d EA ROOF AT RIDGE BOARD NTS ROOF ,. �1r1t�10•# (4 KICKER 4-16d 32" O.Cw G.J. PER PLAN X t N. DBL. TOP PLT, 2x STUD WALL , SHEARWALL PER PLAN GABLE ND � �Ts 2X CALIF. 2X CONT. FRAMING BU(G W/(2) 16d NAILS PER BLOCK 2X BLOCKING W/ ROOF SHTH'G. E.N. RAFTER/TRUSS CALIFORNIA FRAMING NTS ROOF FRAMING PLAIN SCALE: 114"=V-O" (N)1 f 2 Rt34F PLY. G NTS m y SHEAR R' jTl �i'1 ; � NTs Q W./ LTP4 *EACH BLOCH -SHEAR WALL/PLAN NTS BRAKE WALL (N) S.S.T. "A-35" /"'r'�•�XfX -��3x I ED .,. AT 121 SOLIS r< llti 1��!'♦ 2X6 C.J. t U26 E. ------ --- E N. LTP4 e1W O.C. PROVIDE 3-2" HOLES 2X STUD WALL HEADER FOR VENT. H2.5 AT EACH 4X12 PLY. SHEAR WALL, DBL, 2x TOP PIT. (SEE PLAN) 2x STUDS 0 16"o.c. I2 NTS �!1# fl l• a• r ©04 I I �t W e 0 a Z m (0 Ld Li! (1! : y O r� PRO, "I 00 I i t st co co ROO ��F FRAMING I!SHEET