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12020111r CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 10610 S TANTAU AVE CONTRACTOR: PRIGGE ROBERT E AND PERMIT NO: 12020111 MASAMI OWNER'S NAME: PRIGGE ROBERT E AND MASAMI 10610 STANTAU AVE DATE ISSUED: 08/22/2012 OWNER'S PHONE: 4082032515 CUPERTINO, CA 950144612 PHONE NO: ❑ LICENSED CONTRACTOR'S DECLARATION JOB DESCRIPTION: RESIDEN'T'IAL COMMERCIAL t License Class Lic. # NEW 2 STORY HOUSE 3,0440 SQ FT (INCL PORCH & PATIO), ATTACHED TWO CAR GARAGE 440 SQ FT Contractor Date (3480SQFT).(SWIMMING POOL & PHOTOVOLTAIC 1 hereby affirm that 1 am licensed under the provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business & Professions Code and that my license is in full force and effect. 1 hereby affirm under penalty of perjury one of the following two declarations: I have and will maintain a certificate of consent to self -insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the Sq. Ft Floor Area: Valuation: $540000 performance of the work for which this permit is issued. I have and will maintain Worker's Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this APN Number: 37537012.00 Occupancy Type: permit is issued. APPLICANT CERTIFICATION I certify that 1 have read this application and state that the above information is PERMIT EXPIRES IF WORK IS NOT STARTED correct. I agree to comply with all city and county ordinances and state laws relating WITHIN 00 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 180DAT LAST CALLED INSPECTION.indemnify and keep harmless the City of Cupertino against liabilities, judgments, 7costs, and expenses which may accrue against said City in consequence of the granting of this permit. Additionally, the applicant understands and will comply Issued by: Date: d with all non -point source regulations per the Cupertino Municipal Code, Section 9.18. RE -ROOFS: Signature Date All roofs shall be inspected prior to any roofing material being installed. If a roof is installed without first obtaining an inspection, l agree to remove all new materials for inspection. C95 -P OWNER -BUILDER DECLARATION Signature of Applicant: Date: 1 hereby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec.7044, Business & Professions Code) , as owner of the property, am exclusively contracting with licensed contractors to HAZARDOUS MATERIALS DISCLOSURE construct the project (Sec.7044, Business & Professions Code). 1 have read the hazardous materials requirements under Chapter 6.95 of the California Health & Safety Code, Sections 25505, 25533, and 25534. H 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(x) should 1 store or handle hazardous I have and will maintain a Certificate of Consent to self -insure for Worker's material. Additionally, should I use equipment or devices which emit hazardous Compensation, as provided for by Section 3700 of the Labor Code, for the air contaminants as defined by the Bay Area Air Quality Management District T performance of the work for which this permit is issued. will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and 1 have and will maintain Worker's Compensation Insurance, as provided for by the Health & Safety Code, Sections 255 5533, and 25534. Section 3700 of the Labor Code, for the performance of the work for which this _ l 1812N3 Owner permit is issued. or authorized agent: —Date:/ — I certify that in the performance of the work for which this permit is issued, l 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, l 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 1 have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save ARCHITECT'S DECLARATION indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the I understand my plans shall be used as public records. granting of this permit. Additionally, the applicant understands and will comply with all non -point sour gulations per the Cupertino Municipal Code, Section Licensed Professional 9.18. / Date Signature M CITY OF CUPERTINO BLTILDING PERMIT BUILDING ADDRESS: 10610 S TANTAU AVE ? `(_ F n OR: GREENTAIYO INC PERMIT NO: 12020111 OWNER'S NAME: PRIGGE ROBERT E AND MASAMI DATE ISSUED: 08/222012 OWNER'S PHONE: 4082032515 HALF MOON BAY, CA 94019 PHONE NO: (650) 796-1790 ❑ LICENSED CONTRACTOR'S� DECLARATION JOB DESCRIPTION: RESIDENTIAL 11 COMMERCIAL License Class_ Lic. # °�V CJ NEW 2 STORY HOUSE 3,040 SQ FT (INCL, PORCH & PATIO), ATTACHED TWO CAR GARAGE 440 SQ FT Contractor { Datee,3 (3480SQFT).(SWIMMING FOOL, & PHOTOVOLTAIC I hereby affirm that I am licensed under the provisions of Chapter 9�/�/G/v% (commencing with Section 7000) of Division 3 of the Business & Professions Code license in full and that my is force and effect. I hereby affirm under penalty of perjury one of the following two declarations: I have and will maintain a certificate of consent to self -insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the Sq. Ft Floor Area: Valuation: $540000 performance of the work for which this permit is issued. 1 have and will maintain Worker's Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this APN Number: 37537012.00 Occupancy Type: permit is issued. APPLICANT CERTIFICATION I certify that I have read this application and state that the above information is PERMIT EXPIRES IF WORK IS NOT STARTED correct. I agree to comply with all city and county ordinances and state laws relating WITfIiN fl80 DAYS OF PERMIT ISSUANCE OR 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 � � ��i 0 -,l granting of this permit. Additionally, the applicant understands and will comply Issued by: /�> Oate: / with all non -point source regulations per the Cupertino Municipal Code, Section 9.18. > 3 RE -ROOFS: Signature n Date All roofs shall be inspected prior to any roofing material being installed. If a roof is installed without first obtaining an inspection, 1 agree to remove all new materials for inspection. ❑ OWNER -BUILDER DEZILARATION 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 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and.the structure is not intended or offered for sale (Sec.7044, Business & Professions Code) 1, as owner of the property, am exclusively contracting with licensed contractors to HAZARDOUS MATERIALS DISCLOSURE construct the project (Sec..7044, Business & Professions Code). I have read the hazardous materials requirements under Chapter 6.95 of the California Health & Safety Code, Sections 25505, 25533, and 25534. I will 1 hereby affirm under penalty of perjury one of the following three maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the declarations: Health & Safety Code, Section 25532(a) should I store or handle hazardous 1 have and will maintain a Certificate of Consent to self -insure for Worker's material. Additionally, should I use equipment or devices which emit hazardous Compensation, as provided for by Section 3700 of the Labor Code, for the air contaminants as defined by the Bay Area Air Quality Management District I performance of the work for which this permit is issued, will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and I have and will maintain Worker's Compensation Insurance, as provided for by the Health & Safety Code, Sections 25505 and 25534. Section 3700 of the Labor Code, for the performance of the work for which this 1331 < Owner or authorized agent: A ate permit is issued. I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. If, after making this certificate of exemption, l CONSTRUCTION LENDING AGENCY become subject to the Worker's Compensation provisions of the Labor Code, I must I hereby affirm that there is a construction lending agency for the performance of forthwith comply with such provisions or this permit shall be deemed revoked. work's for which this permit is issued (Sec. 3097, Civ C.) Lender's Name APPLICANT CERTIFICATION Lender's Address 1 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 1 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 CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 10610 S TANTAU AVE CONTRACTOR: TAIYO CONSTRUCTION PERMIT NO: 12020111 CO OWNER'S NAME: PRIGGE ROBERT E AND MASAMI 200 MONTEBELLO AVE 37 DATE ISSUED: 08/22/2012 OWNER'S PHONE: 4082032515 MOUNTAIN VIEW, CA 94043 PHONE NO: (650)796-1790 ❑ LICENSED CONTRACTOR'S DECLARATION License ClassLic# � ZContractoG,`�WRA.#j6nuate hereby affirm that 1 am licensed under the provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business & Professions Code and that my license is in full force and effect. 1 hereby affirm under penalty of perjury one of the following two declarations: I have and will maintain a certificate of consent to self -insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain Worker's Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. APPLICANT CERTIFICATION 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, costs, and expenses which may accrue against said City in consequence of the granting of this permit. Additionally, the applicant understands and will comply with all non -point source regulations per the Cupertino Municipal Code, Section 9.18. Signature r. D 12-- ❑ OWNER -BUILDER D CLARATION 1 hereby affirm that 1 am exempt from the Contractor's License Law for one of the following two reasons: 1, 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 construct the project (Sec.7044, Business & Professions Code). I hereby affirm under penalty of perjury one of the following three declarations: I have and will maintain a Certificate of Consent to self -insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain Worker's Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. If, after making this certificate of exemption, I become subject to the Worker's Compensation provisions of the Labor Code, I must forthwith comply with such provisions or this permit shall be deemed revoked. APPLICANT CERTIFICATION I certify that I have read this application and state that the above information is correct. 1 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, costs, and expenses which may accrue against said City in consequence of the granting of this permit. Additionally, the applicant understands and will comply with all non -point source regulations per the Cupertino Municipal Code, Section 9.18. BUILDING PERMIT INFO: BLDG r- ELECT I— PLUMB r MECH r RESIDENTIAL F COMMERCIAL r JOB DESCRIPTION: NEW 2 STORY HOUSE 3,040 SQ FT (INCL PORCH & PATIO), ATTACHED TWO CAR GARAGE 440 SQ FT (3480SQFT).(SWIMMINGPOOL & PHOTOVOLTAIC Sq. Ft Floor Area: I Valuation: $540000 APN Number: 37537012.00 I Occupancy Type: PERMIT EXPIRES IF WORK IS NOT STARTED WITHIN 180 DAYS OF PERMIT ISSUANCE OR 180 DAYS FROM LAST CALLED INSPECTION. f Issued by: ���}� / l4/�iry Date: !�'p;�7 f RE -ROOFS: Al I 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 al I new materials for inspection. Signature of Applicant: Date: ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER HAZARDOUS MATERIALS DISCLOSURE 1 have read the hazardous materials requirements under Chapter 6.95 of the California Health & Safety Code, Sections 25505, 25533, and 25534. 1 will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the Health & Safety Code, Section 25532(a) should 1 store or handle hazardous material. Additionally, should I use equipment or devices which emit hazardous air contaminants as defined by the Bay Area Air Quality Management District 1 will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the Health & Safety Code, Sections 25505, 25533, and 25534. Ow��rite I a ent: I ^ Date: 9 Z CO RUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of mrk's for which this permit is issued (Sec. 3097, Civ C.) Lender's Name Lender's Address ARCHITECT'S DECLARATION I understand my plans sha11 be used as public records. Signature Date I Licensed Professional CUPERTINO CONSTRUCTION PERMIT APPLiaxnOIV �- COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION 10300 TORRE AVENUE • CUPERTINO, CA 95014`32�1�`rj 1 (408) 777-3228 • FAX (408) 777-3333 • buildingecupertino.or4 NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION / TI SrREVISION /DEFERRED ORIGINAL PERMIT # PROJECT DES APN `�r ^ o\ OWNER NAME"P^ PHO � s -2 5 E-MAIL STREET ADDRESS] CITY, STATE, ZIP FAX CONTACT NAME f 1 0^� r`t I PHONE �_ E- V %] I (� STREETADDRESS' �( C�' CITY S IP KJ FAX �o ❑ OWNER ❑ OWNER -BUILDER ❑ OWNER AGENT Ird CONTRACTOR ❑ CONTRACTOR AGENT ❑ ARCHITECT ❑ ENGINEER ❑ DEVELOPER ❑ TENANT CONTRACTOR NAME LICENSE ER LICENSE TYPI BUS. LIC # COMPANY NAME STREET ADDRET,,V , CITY, gVJ �O I PHONE ARCHITECT/ENGINEER NAME LICENSE NUMBER BUS. LIC # COMPANY NAME E-MAIL FAX STREET ADDRESS CITY, STATE, ZIP PHONE DESCRIPTION OF WORK �y� EXISTING USE PROPOSED USE CONSTR. TYPE # STORIES USE TYPE OCC. SQ.FT. VALUATION (S) EXISTG NEW FLOOR DEMO TOTAL AREA AREA AREA NET AREA BATHROOM KITCHEN OTHER REMODEL AREA REMODEL AREA REMODEL AREA PORCH AREA DECK11S TOTALDECKTORCH AREA GARAGE AREA: DETACH ❑ ATTACH # DWELLING UNITS: A SECOND UNIT ❑ YES SECONDSTORY ❑YES EING ADDED? ❑NO ADDITION? []NO PRE -APPLICATION ❑ YES IF YES, PROVIDE COPY of PLANNING APPROVAL LETTER IS THE BLDG AN ❑ YES EICHLER HOME? NO RECEIVEA,BY -, TOTAL V ATI PLANNING APPL # []NO ❑ By my signature below, I certify to each of the following: I am the property owner or authorized agent 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 Work and verify it is accurate. I agree to comply with all applicable local ordinances and state IawS relating to b e ion. I authori re esentatives of Cupertino to enter the above-iden 'feed props forinspe n purposes. Signature of Applicant/Agent: ate: SUPPLEMENTAL INFORMATION REQUIREDAN`Gr cKz ,,R UTIN `silP = OVER-THE-COUNTER m ' BUTLDINGPli,ANREVIEW," _ New SFD or Multifamily dwellings: Apply for demolition permi or existing building(s).. Demolition permit is required prior to issuance of building y: permit for new building. ,' EJ i ESS PLAnh7NC PIAT REVIEW Commercial Bldgs: Provide a completed Hazardous Materials Disclosure ` L7� sTnrznARn k f PUBLICWORKS form if any Hazardous Materials are being used as part of this project. 0LAacE' ` 0 FIRE WEPT st Copy of Planning Approval Letter or Meeting with Planning prior to E). submittal of Building Permit application. MAJOR SANITARx.SEWER DISTRICT , ,ENTVIRONMENTALREALTIr , 2011.doc revised 06/21/11 1.�-) c:5 Z�01 4 ( CONSTRUCTION PERMIT APPLICATION 4W- )dWt COMMUNITY DEVELOPMENT DEPARTMENT ° BUILDING DIVISION 10300 TORRE AVENUE ° CUPERTINO, CA 95014-3255 (408) 777-3228 ° FAX (408) 777.3333 ° building(a7cuperdno,org CUP l"1 N 0 �} NF{T7 r nN.RTPT I=ON I I A T)T)r7TnN F7 A r TFR ATTnm / TT 17 R FVTCTnm / nFFFRR T:n OR Tr;TNA T. PFR W7 it PROTECT ADDRESS �s� u d® 1 2 OWNER NAME� PHONE �j r7 '9 1S A E 1 L.®im2�U� i►� �d STREET ADDRESS' , AA ZIP � FAX CONTACT NAME 0—in - W 1e1I yl � ® Q/1 PHO v E-�J "a� 177470 STREET ADDRESS 4� V t CT CITY, STATE, I I�( LR � 00y 4 FAX ❑.OWNER ❑ OWNER-13UILDER ❑ OWNER AGENT CONTRACTOR ❑ CONTRACTOR AGENT ❑ ARC=CT ❑ ENGINEER ❑ DEVELOPER ❑ TENANT CONTRACTOR NAME © h LICENSE NUMBER�® 34 LICENSE TYPE BUS. LIC M COMPANY N STREET ADDRESS 1 CITY, STA PE;&_ e 6 ^ q 170 ARCHITECT/ENGINE5AME°� l 1 `ANI\, LICENSE NUMBER BUS. LIC M COMP N '`-y * � ^ (19(, v I����� `[ E-MAIL FAX STREET ADDRESS CITY, STATE, ZIP PHONE DESCRIFLION OF WORK 1� V`EV / � a `e ° Ay EXISTING US � PROPOSED USE CONSTR TYPE V Al STO 5 Z TYPE OCC. SQFT. VALUATION (5) �` �WTI G O FLOOR AARREEA �3 TOTAL pp,,,, NET AREA34%0 ��'}}U-S�E��.�,� i l i r l/ q v l 11 BATHR C REMODEL AREA =cl.'L.- REMODELAREA OTM REMODEL AREA PORCH� � DECK AREA CORCH AREA TOTAL�IS,IPCC�1JJ,, ((yy//ff GARAGE AREA�DET` DETACH i4:� D "'ATTACH , #DWELLING UNM: ISASECOIYDUNTr E]YES SECOND STORY [I YES BEING ADDED? ADDITION? V N0PRE-APPLICATION �UP:40 ❑ YES IF YES, PROVIDE COPY O IS THE BLDG AN ❑ YES RECEIVED By; JJ TOTAL VALUATZZP'ION: PLANNINGAPPLM ❑NO PLANNING APPROVAL L EICHLER HOME? C] NO G_TbJ• By my signature below, I certify to each of the following: I am the property owner or authorized agent to act on the prrVerty owner's behalf. ,1 have read this application and the information I have provided is correct I have read the Description of Work and verify it is accurate. I agree to comply with all applicable local ordinances and state laws relating to buildimt5pstraction. I a ho ' e representatives of Cupertino to enter the above -i fled perty for inspection purposes. Signature of Applicant(Agent Date: SUPPLEMENTAL FORMA QUIRED PLAN CHECK TYPE ROUTING SLIP ❑ OVE Z -TBE -COUNTER ❑' uu ns .&. PLAN Ram w _ New 3FD or Multifamily dwellings: Apply for demolition permit for existing building(s). Demolition permit is required prior to issuance of building permit for new building. ❑ EXPRESS �^ t PLANNIlNGPLAN REVIEW Commercial Bldgs: Provide a completed Hazardous Materials Disclosure 9-1T6NDARD �11cwo>3xxs _ form if any Hazardous Materials are being used as part of this project ❑ LARGE LJ FIRE DEPT _ Copy of Planning Approval Letter or Meeting with Planning prior to ❑ MAJOR SANITARY SEWER DrSTRICr submittal of Building Permit application. ❑ Errvmorm>ENTnL HEALTH B1dgApp_Z011.doc revised 06/21/11 P. Co r J CITY OF CU]FER1 INO OCCUPANCY TYPE: ADDRESS: 10610 s. tantau ave. DATE: 02/2412012 REVREWED BY: bobs. PC FEE IID APN:3 .O�" BP#: �UA 6)11 "VALUATIION: $540,000 ,PERIIIIIT TYPE: Building Permit PLAN CHECK TYPE: New Construction PRIMARY SFD or Duplex USE: 2nd Unit? Yes No PENTAi�1lATIION 1 R3SFDW PERMIT TYPE: woRK construct 2 story sfd. SCOPE Suppl. Insp. Fee -0 Reg. Q OT OCCUPANCY TYPE: TYPE OF CONSTR. FLR AREA s.f PC FEES PC FEE IID BP FEES BP FEE IID R-3 (Custom) II-B,111-B,IV,V-B 3,480 $2,889.90 1R3PLNCK $2,963.20 JR31NSP Permit Fee: $2,963.20 Suppl. Insp. Fee -0 Reg. Q OT IR011 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 Tax: IBCONSTAXR I LenConstruction s $583.80 „ 0 Work Without Pen -nit? 0 Yes (D No $0.00 TOTALS: F 3,480 $2,889.90 F $2,963.20 Stron2Motion Fee: 1BSEISMICR NOTE: This estimate does not include fees due to other Departments (i.e. Planning, Public Works, Fire, Sanitary Sewer District, School W.vtrirt_ etr.)_ Thow feet are hated on the nreli»dnary information avnilnhle and are nnly an estimate. Contort the Dent for addn'I info. EEE ITEMS (P'ee Resolution 11-053 L . EEE QTY'1EEE MUSC ITEMS Plan Check Fee: $2,889.90 Select a Misc Bldg/Structure or Element of a Building Suppl. PC Fee: ) Reg. Q OT Q,Q hrs $0.00 IF 71 $0.00 NOTE: This estimate does not include fees due to other Departments (i.e. Planning, Public Works, Fire, Sanitary Sewer District, School W.vtrirt_ etr.)_ Thow feet are hated on the nreli»dnary information avnilnhle and are nnly an estimate. Contort the Dent for addn'I info. EEE ITEMS (P'ee Resolution 11-053 L . EEE QTY'1EEE MUSC ITEMS Plan Check Fee: $2,889.90 Select a Misc Bldg/Structure or Element of a Building Suppl. PC Fee: ) Reg. Q OT Q,Q hrs $0.00 PME Plan Check: $0.00 Permit Fee: $2,963.20 Suppl. Insp. Fee -0 Reg. Q OT IR011 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 Tax: IBCONSTAXR I LenConstruction s $583.80 „ 0 Work Without Pen -nit? 0 Yes (D No $0.00 Advanced Pllannin! Fee: PLLONGRNGR $452.40 Select a Non -Residential d Building or Structure Q Stron2Motion Fee: 1BSEISMICR $54.00 Select an Administrative Item Bldg Stds Commission Fee: IBCBSC $22.00 suBTOTALS: $6,965.30 $0.00 TOTAL FEE: $6,965.301 Revised: 1/19/2012 CITY OF CUPERTINO Imo, -ISI FEE ESTIMATOR - BUILDING DIVISION NOTE. ADDRESS: 10610 s tantau ave DATE: 01/23/2013 REVIEWED BY: melissa Plan Check Fee: Hourly Only? 0 Yes Q No APN: 375 37 012 BP#: "VALUATION: Iso *PERMIT TYPE: Building Permit PLAN CHECK TYPE: Alteration / Repair PRIMARY SFD or Duplex USE: PME Plan Check: PENTAMATION 1GENRES PERMIT TYPE: wORK REVISION 1 - 01/23/2013 - STRUCTURAL CLARIFICATIONS FOR BEAMS & SHEARWALLS SCOPE Suppl. Insp. Fee:Q Reg. ® OT NOTE. FEE QTY/FEE MISC ITEMS Plan Check Fee: Hourly Only? 0 Yes Q No $0.00 1 hours Plan Check, Hourly $133.00 ISTPLNCK Suppl. PC Fee: Q Reg. Q OT 0.0 I hrs $0.00 PME Plan Check: $0.00 Permit Fee: $0.00 Suppl. Insp. Fee:Q Reg. ® OT 0 0 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 Construction Tax: Adininistrative .Fee: (� Work Without Permit?: 0 Yes 0 No $0.00 Advanced Plannine Fee: $0.00 Select a Non -Residential Building or Structure L Travel Documentation fees: Sironiz Motion Fee: I I Select an Administrative Item Bldg Stds Commission Fee: $0.00 I�I J ;Llec.h.Plan Check Llech. Permit Fee- Y)iher ;Llech. Insp.Li rtlech. Insp. Frac $133.00 TOTAL FEE: $133.00 Plumb. Plan Check Plumb. Permit Fee: Other Plumb Insp. Plumb. Insp, Pee: Elec. Plan Check Elec. Permit Fee: Other Elec. Insp. a Elec. Insp. Fee,- ee; NOTE: This estimate does not include fees due to other Departments (Le. Planning, Public Works, Fire, Sanitary Sewer District, School District, eta). These fees are based on the preliminary information available and are only an estimate. Contact the Dent for addn'l info. FEE ITEMS (Fee Resolution 11-053 E . 7/1/12) FEE QTY/FEE MISC ITEMS Plan Check Fee: Hourly Only? 0 Yes Q No $0.00 1 hours Plan Check, Hourly $133.00 ISTPLNCK Suppl. PC Fee: Q Reg. Q OT 0.0 I hrs $0.00 PME Plan Check: $0.00 Permit Fee: $0.00 Suppl. Insp. Fee:Q Reg. ® OT 0 0 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 Construction Tax: Adininistrative .Fee: (� Work Without Permit?: 0 Yes 0 No $0.00 Advanced Plannine Fee: $0.00 Select a Non -Residential Building or Structure L Travel Documentation fees: Sironiz Motion Fee: $0.00 Select an Administrative Item Bldg Stds Commission Fee: $0.00 SUBTOTALS: $0.00 $133.00 TOTAL FEE: $133.00 Revised: 10/01/2012 1 CUPIEG°375HO ( A> \ I I". •1( I (U ". � I lii ( (U I I'� g m-1 ) M I I S I Building (Department City Of Cupertino 10300 Torre Avenue Cupertino, CA 95014-3255 Telephone: 408-777-3228 Fax: 408-777-3333 rOB ADDRESS: f O / D .S: Gt{9 a U V�< PERMIT # -020111 DWNER'S NAME: IIII/ PHONE # O - a 0 3 3ENERAL CONTRACTOR: 0,jN1i1I v�LD" 12 BUSDI LICENSE # ADDRESS: 5Asi- v t—:� CITY/ZIPCODE: *Our municipal code requires all businesses working in the city to have a City of Cupertino (business license. NO BUILDING FINAL OR (FINAL OCCU?ANCY INSPECTION(S) WILL BE SCHEDULED UNTIL TIME GENERAL CONTRACTOR AND ALIO, SUBCONTRACTORS HAVE OBTAINED A CITY OF CUP ERTINO BUSINESS LICENSE. I ani not using any subcontractors, Signature (Date ]Please check applicable subcontractors and complete the following infformatlon: V SUBCONTRACTOR BUSENESS NAME BUSINESS LIcCENS E # r/ Cabinets & Millwork Los Alto& Budd e; -S 1/ Cement Finishing & ate C 2 - Electrical rA z El e C J c. 3 ✓ Excavation A COh ! ' f C ion Fencing A Flooring / Carpeting Linoleum / Wood Glass / Glazing At4onautW p 00,' 22220 Heating ©m -Port n C, 3 3 g)� ,/ Insulation EE C Landscaping Lathing Masonry �( f Painting / Wallpaper 7 AQ noas c� Paving ✓ Plastering G& E - jN C 2 Plumbing GR E E-A/ TA 1)t) LIN C 4�' Roofing Gq R EFN TA I YO IN G X2 - Septic Tank Jj( Sheet Metal Sheet Rock [ ZZ. j Tile n// Owner / Con for Signature (Date CMPER7KO Building Department City Of Cupertino 10300 Torre Avenue Cupertino, CA 95014-3255 Telephone: 408-777-3228 Fax: 408-777-3333 JOB ADDRESS:/�/ j ,��/ p/ PERMIT # OWNER'S NAME: 2 - PHONE # ® - �D,�• GENERAL CONTR. �f BUSINESS LICENSE # ADDRESS: CITY/ZIPCODE: w C *Our municipal code requires all businesses working in the city to have a City of Cupertino business license. NO BUILDING FINAL OR FINAL OCCUPANCY INS? EC'TION(S) WILL BE SCHEDULED UNTIL THE GENERAL CONTRACTOR AND ALL SUBCONTRAC'T'ORS HAVE OBTAIN]ETD A CI'T'Y O1F CUPIERT'INO BUSINESS LICENSE. I am not using any subcontractors: Signature Please checkapplicable subcontractors and complete the following information: Date d i Own tractor S atuure (Date SUBCONTRACTOR BUSINESS NAME BUS]lN ESS Lff CENSIE # Cabinets & Millwork Cement Finishing Electrical Excavation Fencing Flooring / Carpeting Linoleum / Wood Glass / Glazing Heating Insulation Landscaping Lathing Masonry Painting / Wallpaper Paving Plastering Plumbing Roofing Septic Tank Sheet Metal Sheet Rock Tile i Own tractor S atuure (Date CUPERTINO OWNER -BUILDER DISCLOSURE FORM COMMUNITY DEVELOPMENT DEPARTMENT ^ BUILDING DIVISION 10300 TORRE AVENUE . CUPERTINO, CA 95014-3255 (408) 777-3228 • FAX (408) 777-3333 o building(d)cupertino.orp Dear Property Owner(s): An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified at: SITE ADDRESS antzlu Ave. APN BP# OWNER NAME O F , 9- 1 OWNER ADDRESS SAt" G v DESCRIPTION OF WORK: e Two We are providing you with an Owner -Builder Acknowledgment and Information Verification Form to make you aware of your responsibilities and possible risk you may incur by having this permit issued in your name as the Owner -Builder. We will not issue a building permit until you have read, initialed your understanding of each provision, signed, and returned this form to us at our official address indicated. An agent of the owner cannot execute this notice unless you, the property owner, obtain the prior approval of the permitting authority. OWNER'S ACKNOWLEDGMENT AND VERIFICATION OF INFORMATION (DIRECTIONS: Please read and initial each statement below to signify you understand or verify this information.) R1. 1 understand a frequent practice of unlicensed persons is to have the property owner obtain an "Owner - Builder" building permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as an Owner -Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person and his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an Owner -Builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 1�1 2. 1 understand building permits are not required to be signed by property owners unless they are responsible for the construction and are not hiring a licensed Contractor to assume this responsibility. 3. 1 understand as an "Owner -Builder" I am the responsible party of record on the permit. I understand that I may protect myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my own. �.� 4. 1 understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on permits and contracts. ti' 5. I understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer" under state and federal law. �V:?6. I understand if I am considered an "employer" under state and federal law, I must register with the state and federal government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment compensation for each "employee." I also understand my failure to abide by these laws may subject me to serious financial risk. �7. I understand under California Contractors' State License Law, an Owner -Builder who builds single-family residential structures cannot legally build them with the intent to offer them for sale, unless all work is performed by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all of the work is performed under contract with a licensed general building Contractor. ��er ,C,! 8. 1 understand as an Owner -Builder if I sell the property for which this permit is issued, I may be held liable for any financial or personal injuries sustained by any subsequent owner(s) that result from any latent construction defects in the workmanship or materials. OwnerBuildeYForm 2010.doc revised 04/14/10 �. 9. 1 understand I may obtain more information regarding my obligations as an "employer" from the Internal Revenue Service, the United States Small Business Administration, the California Department of Benefit Payments, and the California Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CSLB) at 1-800-321-CSLB (2752) or www.cslb.ca.gov for more information about licensed contractors. P610. 1 am aware of and consent to an Owner -Builder building permit applied for in my name, and understand that I am the party legally and financially responsible for proposed construction activity at the site address listed above. a11. 1 agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern Owner -Builders as well as employers. 02. I agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the information I have provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not have a license, the Contractors' State License Board may be unable to assist you with any financial loss you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner -Builder and wish to hire Contractors, you will be responsible for verifying whether or not those Contractors are properly licensed and the status of their workers' compensation insurance coverage. CONSTRUCTION LENDING AGENCY (DIRECTIONS: Please complete the following construction lending agency information.) I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Lender Name: Lender Address: Before a building permit can be issued, this form must be completed and signed by the property owner and returned to the agency responsible for issuing the permit. Note: A copy of the property owner's driver's license, form notarization, or other verification accepts leAo the city required to be presented when the permit is issued to verify the property owner's signature. 9 Property Owner's Signature: l(-w'r�i' Date: I V/ R/Zo l rS II -------------------------------------------------------------------------------------------------------------------------------------------- (NOTE: The following Authorization Form is required to be completed by the property owner only when designating an agent of the property owner to apply for a construction permit for the Owner -Builder). AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Notice to Property Owner, the execution of which I understand is my personal responsibility, I hereby authorize the following person(s) to act as my agent(s) to apply for, sign, and file the documents necessary to obtain an Owner -Builder Permit for my project. Scope of Construction Project (or Description of Work): Project Location or Address: Name of Authorized Agent: Address of Authorized Agent: Tel No declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy. Note: A copy of the property owner's driver's license, form notarization, or other verification acceptable to the city may be required to be presented when the permit is issued to verify the property owner's signature. Property Owner's Signature: Date: OwnerBuilderForm 2010. doc revised 04/14/10 TERMINATION OF CONTRACT This is an Agreement to terminate the'contract dated June 18, 2012 (hereinafter "Contract") , between ROBERT and MASAMI PRIGGE (hereinafter "PRIGGE") and GREENTAIYO, INC., (hereinafter "GREENTAIYO") for the construction of a new house at 10610 S. Tantau Avenue, Cupertino, California. GREENTAIYO, has completed construction up to the finish coat of stucco on the exterior, and sheetrock and tape on the interior. GREENTAIYO acknowledges receipt of payment for its work up to the date of this termination agreement. PRIGGE wants to complete the construction of the house under their own direction employing their own subcontractors, and relieve GREENTAIYO from the obligation to complete the remaining construction of the house and performance of the contract. PRIGGE acknowledges completion of all work required of GREENTAIYO up to the date of this termination agreement. Therefore, the parties mutually agree to terminate the Contract with no further contractual obligations to each other. Nothing in this agreement shall act as a release regarding the quality of construction or liabilities for costs to redo, repair or complete any construction performed by GREENTAIYO. DATED: 2013. ROBE T PRI GE DATED: 2013. aw Agreements/greentaiyo termination MASAMI PRIGGE GREENTAIYO, INC. OLISHOJI PURPOSE: 2010 C6 LGREEM RES[IDEmr]AL CHECKLIST KLIST MANDATORY IITEM COMMUNITY DEVELOPMENT DEPARTMENT o BUILDING DIVISION ALBERT SALVADOR, P.E., C.B.O., BUILDING OFFICIAL y n� 10300 TORRE AVENUE. CUPERTINO, CA 95014-3255 (_ (408) 777-3228 • FAX (408) 777-3333 ^ building ftuoertino.ora Z The 2010 CalGreen Code applies to all newly constructed hotels, motels, lodging houses, dwellings, dormitories, condominiums, shelters, congregate residences, employee housing, factory -built housing and other types of swellings with sleeping accommodations and new accessory buildings associated with such uses. Existing site and landscaping improvements that are not otherwise disturbed are not subject to the requirements of CALGreen. Project Name.- Project ame: Project Address: Prigge Residence 10610 S iantau Avenue Cupertino, CA 95014 Project Description: New 2 story single family residence Instructions: 1. The Owner or the Owner's agent shall employ a licensed professional experienced with the 2010 California Green Building Standards Codes to verify and assure that all 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 Section 1 - Design Verification at the end of this checklist and have the checklist printed on the approved plans for the project. 3. Prior to final inspection by the Building Department, the licensed professional shall complete Column 3 and sign and date Section 2 - Implementation Verification at the end of this checklist and submit the completed form to the Building Inspector. Page I of 5 CalGreen 2010.doc revised 08127/11 OoIum n 2 Ooiumn 3 V�41iAMDATORY FEATURE OR MEASURE PP®yeca VeNfficalion Re uIlremroents �A4.1 PLAINNINGANDDESIGN Planning and Design - Site Preservation 4.104.1 A site plan and inventory of the site is developed and used to minimize site disturbance in order preserve desirable existing natural resources and minimize future adverse effects on the proposed structure. Planning and Design - Site Development 4.106.2 A plan is developed and implemented to manage storm water drainage during construction. 4.106.3 The site shall be planned and developed to keep surface water away FIX -11 from buildings. Construction plans shall indicate how site grading or a drainage system will manage all surface water flows. Page I of 5 CalGreen 2010.doc revised 08127/11 d INERGY EFFICIENCY General 4.201.1 Low-rise residential buildings shall meet or exceed the minimum NXI standard design required by the California Energy Standards. , e e .We11 TER EFFIMENCY e CONO indoor Water Use 4.303.1 Indoor water use shall be reduced by at least 20 percent using one of the follow methods. ❑ Water saving fixtures or flow restrictors shall be used per Table 4.303.2. ® A 20 percent reduction in baseline water use shall be demonstrated per As of 7/01/2011 Table 4.303.1. 4.303.2 When using the calculation method specified in Section 4.303.1, 10 multiple showerheads shall not exceed maximum flow rates. As of 7101/2011 4.303.3 Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with specified performance requirements. As of 7/01/2011 Outdoor 4ffater Use 4.304.1 Automatic irrigation systems installed at the time of final inspection ® �Y LTJ shall be weather -based. . . ee ® a= Enhanced) Durability and/ Reduced Maintenance 4.406.1 Joints and openings. 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. Construction Waste Reduction, Disposal and Recycling 4.408.2 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. Building Maintenance and Operation 4.410.1 An operation and maintenance manual shall be provided to the �I Q building occupant or owner. Page 2 of 5 CalGreen 2010.doc revised 08127111 A4.5ENVIRONMENTAL Fireplaces 4.503.1 Install only a direct -vent sealed -combustion gas or sealed wood- r,X11 u1 rte° til burning fireplace, or a sealed woodstove. Pollutant Control 4.504.1 Duct openings and other related air distribution component openings LLY shall be covered during construction. 4.504.2.1 Adhesives, sealants and caulks shall be compliant with VOC and 12 other toxic compound limits. 4.504.2.2 Paints, stains and other coatings shall be compliant with VOC limits. O 4.504.2.3 Aerosol paints and other coatings shall be compliant with product [QX� weighted MIR Limits for ROC and other toxic compounds. 4.504.2.4 Documentation shall be provided to verify that compliant VOC limit finish materials have been used. 4.504.3 Carpet a d carpet systems shall be compliant with VOC limits. NIA 4.504.4 Fifty (50) percent of floor area receiving resilient flooring shall comply with the VOC-emission limits defined in the Collaborative for High Performance Schools (CHPS) Low -emitting Materials List or be certified under the Resilient Floor Covering In titute (RCFI) FloorScore program. 4.504.5 Particleboard, medium density fiberboard (MDF), and hardwood plywood used in interior finish systems shall comply with low formaldehyde emission standards. Interior Moisture Control 4.505.2 Vapor retarder and capillary break is installed at slab on grade foundations. 1�/A 4.505.3 Moisture content of building materials used in wall and floor framing is ® ry N_�A checked before enclosure. Page 3 of 5 CalGreen 2010.doc revised 08127111 INSTALLATION CERTIFICATE CIF-6R-1LTG-01 � Residential LiEhtinE Psee 1 Of 3) Site Address: Enforcement Agency: IPenink Number: 1wIG S. ­l,41\iFAv 12.02_0' ► I 1 1. (Kitchen Lighting Does proiect include kitchen lighting? Yes, complete section 1 ❑ No, go on to section 2 Yes §150(k)3: The wattage of permanently installed luminaires (lighting fixtures has been determined as specified by §130(d). ❑ Yeso §150(k)3: In the kitchen, are there electrical boxes finished with a blank cover or where no electrical equipment has been install and where the electrical box can be used for a luminaire or a surface mounted ceiling fan? if yes, the following row must also be yes. ❑ Yes &NA Wattage has been calculated as 180 watts of low efficacy lighting blank electrical box. §150(k)8 (Kitchen Lighting must comply with either method (a), (b), or (c) below: (a) All high efficacy luminaires es, corn lies because only high efficacy luminaires have been installed in the kitchen. ❑ No, complies with method or (c). (b) > 50% watts used by high effificacy luminaires ❑ Yes, complies because at least 50% of the installed watts are from permanently installed high efficacy luminaires as demonstrated in the table below: Total A _> Total B. ❑ No, complies with method (a) or (c). Fill out the following table if complying with either method (b) or (c). Table (b) (c) Additional (Kitchen Low Efficacy Lighting ❑ Yes, complies because the kitchen lighting qualifies for additional low efficacy lighting and as demonstrated in table in above and the table in c low that A + C >_ B ❑ No, complies with method (a) or (b). Additional kitchen load effiiicacy lighting is available only if all off the following are true: ❑ Yes. All low efficacy luminaires in the kitchen are controlled by a vacancy sensor Dimmer energy management control system (EMCS) or a multi -scene programmable control system. ❑ Yes. Permanently installed luminaires in garages laundry rooms closets greater than 70 square feet and utility rooms are high efficacy luminaires AND are controlled by a vacancy sensor. 'I('abBe (e) Use 50 W for dwelling units < 2,500 ft From the Table in b Use 100 W for dwelling units > 2,500 fl? Add Yes/No ? A B C A+C Is (A+Q >B9 2. Lighting Internal to Cabinets Does projectincludes lighting internal to cabinets? ❑ Yes complete section 2 0 o on to section 3 ❑ Yes. & I50(k)9: Permanently installed lighting internal to cabinets uses < 20 watts of power per linear foot of illuminated cabinet 2008 Residential Compliance Forms August 2009 Efficacy Luminaire Type High Low Watts x Quantity High Efficacy Watts or Low Efficacy Watts ❑ ❑ x = or ❑ ❑ x = or ❑ ❑ x = or ❑ ❑ x = or ❑ ❑ x — or Complies with method (b) if A > B Total: A: > B: (c) Additional (Kitchen Low Efficacy Lighting ❑ Yes, complies because the kitchen lighting qualifies for additional low efficacy lighting and as demonstrated in table in above and the table in c low that A + C >_ B ❑ No, complies with method (a) or (b). Additional kitchen load effiiicacy lighting is available only if all off the following are true: ❑ Yes. All low efficacy luminaires in the kitchen are controlled by a vacancy sensor Dimmer energy management control system (EMCS) or a multi -scene programmable control system. ❑ Yes. Permanently installed luminaires in garages laundry rooms closets greater than 70 square feet and utility rooms are high efficacy luminaires AND are controlled by a vacancy sensor. 'I('abBe (e) Use 50 W for dwelling units < 2,500 ft From the Table in b Use 100 W for dwelling units > 2,500 fl? Add Yes/No ? A B C A+C Is (A+Q >B9 2. Lighting Internal to Cabinets Does projectincludes lighting internal to cabinets? ❑ Yes complete section 2 0 o on to section 3 ❑ Yes. & I50(k)9: Permanently installed lighting internal to cabinets uses < 20 watts of power per linear foot of illuminated cabinet 2008 Residential Compliance Forms August 2009 INSTALLATION CERTIFICATE CIF -6R -LTG -01 -Residential Lighting htin e 2 Of 3 Site Address:Enffore¢ment Agency: Permit Number. . '�-/��v �}V� C� i2c�2�i11 3. Installed Devices and Components Have Been Certiffied to the iEnergy Commission Does the project include any of the devices or components listed below?)Z7Yes, complete section 3 ®No, go on to section 4 "1 Yes §119 and § 150(k)7(F): Any of the following devices and components which have been installed have been certified to the Energy Commission according to the applicable provisions of § 119: All LED lighting systems that are classified as high efficacy, ballasts used in recessed luminaires, vacancy sensors (automatic off/manual on occupant sensors), dimmers, track lighting integral current limiters, and outdoor motion sensors. 4. Liehtinff Controls Cotnnlete section 4 �]1 Yes ❑ NA §150(k)7A: Permanently installed low efficacy luminaires are controlled by switches separate from those controlling high efficacy luminaires. �WYes ❑ NA §150(k)7B: Exhaust fans with integral lighting systems are switched separately from lighting systems, OR have alighting system that can be manually turned on and off while allowing the fan to continue to operate for an extended period of time. ,EP Yes ❑ NA §150(k)7C: All permanently installed luminaires are switched with readily accessible controls that permit the luminaires to be manually switched on and off. ;07Yes ❑ NA §150(k)7D: All lighting controls have been installed in accordance with the manufacturer's instructions. W,VYes ❑ NA §150(k)7E: All lighting circuits that are controlled by more than one switch, where a dimmer or vacancy sensor has been P7Yes ❑ NA installed to comply with §150(k), no controls bypass the dimmer or vacancy sensor functions. 5. Luminaires (lighting Fixtures) Dnes the nrniect ine.hide. the inctallntinn of anv luminaires (indnnr nr notdnnr19 VYes, complete section 5 ❑ No, go on to section 6 )EPYcs, high efficacy luminaire classification has been determined according to §150(k)1, and low efficacy luminaire classification has been determined according to § 150(k)2. Yes ❑ NA § 150(k)4: Fluorescent lamps rated 13 watts or greater have an electronic ballasts having an output frequency no less than 20 kHz. ❑ Yes M NA § I50(k)5: Permanently installed night lights, and night lights integral to permanently installed luminaires or exhaust fans, contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and do not contain a line -voltage socket or line voltage lamp holder, OR the night light is rated to consume no more than 5 watts of power and does not contain a medium screw -base socket. P7Yes ❑ NA § 150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, meet the applicable requirements of § 150(k). WYes ❑ NA Any electrical box finished with a blank cover or where no electrical equipment has been installed, and where the electrical box can be used for a luminaire or a surface mounted ceiling fan, has been treated as low efficacy luminaires for compliance with §150(k). Does the project include any lumiataires that are recessed into insulated ceilings? es, complete the rest of section 5 ❑ No, go on to section 6 es, §150(k)12: Luminaires that are recessed into insulated ceilings meet all of the following conditions: �iYes, are listed, as defined in §101, for zero clearance insulation contact QC) by UL or other nationally recognized testing/rating ( laboratory, and Yes, have labels that certify the luminaires are airtight with air leakage less than 2.0 CFM at 75 Pascals when tested in accordance / with ASTM F283 (Exhaust fan housings are not required to be certified airtight), and °Yes, are sealed with a gasket or caulk between luminaire housings and the ceiling, and all air leak paths between conditioned and (( unconditioned spaces have been sealed with a gasket or caulk. (including all exhaust fan housings), and Yes, allows ballast maintenance and replacement to be readily accessible to building occupants from below the ceiling without requiring the cutting of holes in the ceiling. 6. Indoor Lighting (any indoor room that is not a kitchen) Does the project Include permanently Installed luminaires m py room tnat IS not a latcnen! es, complete section 6 ❑ No, go on to section 7 lgp�es ❑ NA §150(k)10: Permanently installed luminaires in bathrooms, garages, laundry rooms, closets > 70 fig, and utility rooms are high efficacy luminaires OR are controlled by a vacancy sensor. 17hYes ❑ NA §150(k)ll: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms are high efficacy luminaires, OR are controlled by a dimmer switch OR are controlled by a vacancy sensor. 2008 Residential Compliance Forms August 2009 0F1STALLA'0TMN C El[R'0 URCA'1<'lE CIF -6R -IL TG -01 OResidentW Lighting (Page 3 of Site Address: Enforcement Agency: Permit Number. O LQ 10 5. - 1`21!AAO AUf CJ? J C) 2 I 7. Outdoor Lighting Does the project include any permanently installed outdoor lighting? ;goes, complete section 7 ❑ No, go on to section 8 es ❑ NA §150(k)13: Luminaires providing outdoor lighting, including outdoor lighting for private patios on low-rise residential buildings Responsible Person's Signature: with four or more dwelling units, entrances, balconies, and porches, and which are permanently mounted to a residential building or to other buildings on the same lot are high efficacy luminaires OR are controlled by a manual on/off switch, plus a Date Signed: motion sensor not having an override or bypass switch that disables the motion sensor, plus one of the following three P11pr additional control methods: Owti e2 a. A photocontrol that does not have an override or bypass switch that disables the photocontrol; or b. An astronomical time clock not having an override or bypass switch that disables the astronomical time clock; or C. Energy management controls systems (EMCS) not having an override or bypass switch that allows the luminaire to be always on. ❑ Yes WNA Exception 2: Low efficacy outdoor luminaires used to comply with Exception 1 to § I50(k)13 are controlled by an override switch which temporarily bypasses the motion sensing function, and the motion sensor is automatically reactivated within six hours. The luminaire is controlled by a photocontrol, astronomical time clock, or EMCS as required by Exception 1 to § 150(k)13. ❑ Yes A Exception 3: There are permanently installed luminaires in or around swimming pools, water features, or other locations subject to Article 680 of the California Electric Code which do not need to be high efficacy luminaires. �J Yes ❑ NA § 150(k)14: Internally illuminated address signs comply with § 148, OR do not contain a screw -base socket and consume no more than 5 watts of power as determined according to § 130(d). ❑ Yes -FMA §150(k)15 Lighting for parking lots and carports with a total of 8 or more vehicles per site have lighting that complies with § 130,132, 134, and 147. Lighting for parking garages for 8 or more vehicles comply with § 130, 131, 134, and 146. If yes, the Nonresidential compliance forms must be submitted g. Common areas of coati -rise residenti.90 buildings Does the project include the installation of any luminaires in common areas of low-rise residential buildings? ❑ Yes, complete section 8/�o, go on to section 9 ❑ Yes, §150(k)16: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s) certified to comply with §119(d). DECLARATION STATEMENT 0 I certify under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct.. 0 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for construction, or an authorized representative of the person responsible for construction (responsible person). 0 I certify that the installed features, materials, components, or manufactured devices identified on this certificate (the installation) conforms to all applicable codes and regulations, and the installation is consistent with the plans and specifications approved by the enforcement agency. 0 I reviewed a copy of the Certificate of Compliance (CF -1 R) form approved by the enforcement agency that identifies the specific requirements for the installation. I certify that the requirements detailed on the CFAR that apply to the installation have been met. 0 I will ensure that a completed, signed copy of this Installation Certificate shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Installation Certificate is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: (Installing Subcontractor or General Contractor or Builder/Owner ROSE E, ? 2Lv1 e��wre� Responsible Person's Name: Responsible Person's Signature: CSLB License: Date Signed: Position With Company (Title): P11pr 12-o Zvi Owti e2 2008 Residential Compliance Forms August 2009 CSM[PEL°351 ON(D 10300 Torre Avenue Cupertino, California 95014 Telephone: (408) 777-3308 FAX. (408) 777-3333 COMMUNITY DEVELOPMENT (DATE) I am an adjoining property owner of R o L) G TZ-1IF--, lel-�� lei (NAME) _ whose property is located at C� S T�NaA V XJ E �-l� ►�� I� I � CA 95C,19 (ADDRESS) I approve (per Section 16.28.040 of the Cupertino Municipal Code) the allowance of a 2— foot high fence facing my property. (8 FT. MAXIMUM) SIGNED.y— � 0 Name: (� d c, A - 1V� C so Ae Address: G: TlanningUppformlFenceTence Approval Form.doc Updated 7/312007 CMpIEE°3TOMD0 10300 Torre Avenue Cupertino, California 95014 Telephone: (408) 777-3308 FAX: (408) 777-3333 COMMUNITY DEVELOPMENT I- 2- 'I Z--- (DATE) �(DATE) I am an adjoining property owner of Ro3ET�T E r E - (NAME) whose property is located at l(7 ( D � o S TAt\ TAS AAj E.)C.vt� FU'U O CA (ADDRESS) q 50 14 I approve (per Section 16.28.040 of the Cupertino Municipal Code) the allowance of a C9 foot high fence facing my property. (8 Fr. MAXIMUM SIGNED:. [ Name: Address: tc) te- 1-Gkt, S e -J G: IPlanningUppformTenceTence Approval Form.doc Updated 7/3/2007 gMO'LEO3 V O K(P 10300 Torre Avenue Cupertino, California 95014 Telephone: (408) 777-3308 FAX- (408) 777-3333 COMMUNITY DEVELOPMENT i a1 14i I 19 ill"I'M 100 1 ',, I. 2-//'7 C/z (DATE) I am an adjoining property owner of R OQ�� 1 E - ? 1� (NAME) ) whose property is located at 10 (0 W?o)TN D C/ (ADDRESS) I approve (per Section 16.28.040 of the Cupertino Municipal Code) the allowance of a foot high fence facing my property. (8 FF. MAXIMUM) r � SIGNED: ---� Name: B7��[C�''" Address: 10 b 2© S, -rAKY A -\j A\j E C,v�E TTN® CA 0601 H By--CBVBD vi `�, 3 7 1`1 -By: G:IPlavtingL4ppformlFencelFence Approval Form,doc Updated 713/2007 CMP[EG3 MO 10300 Torre Avenue Cupertino, California 95014 Telephone: (408) 777-3308 FAX: (408) 777-3333 COMMUNITY DEVELOPMENT I am an adjoining property owner of f?Ow-l-�T G (NAME) whose property is located at ( dCo 1 5 TA N-r8U XU LA (ADDRESS) LA I approve (per Section 16.28.040 of the Cupertino Municipal Code) the allowance of a foot high fence facing my property. (81~ r. MAMMUM) SIGNED: � Name: Address: ®&0-* S • / qn ' ot—e $ 919 10 / L. G: lPlanning1Appform1Fence1Fence Approval Form.doc Updated 7/312007 FROM: Roxanne Allen, Weyerhaeuser f SUBJECT: IH(oOes in 'TJff Roof Joists (WY 'TC 16529) f� Prigge House 10610 S Tantau Ave Cupertino, CA Mr. Nagayama, This letter is in regards to the I1-7/8" TJI® roof joists with multiple holes in the above mentioned project. You have provided the following information: The 11-7/8" TJ?360 roof joist at 16" on center have simple spans of a minimum 5'-6" and a maximum of 13'-6" and support 20 psf live load and 15 psf dead load. 3" diameter holes are cut 3" from the top of the joist to top edge of hole along the length of the joist. The 11-7/8" TJ?360 roof joist at 16" on center aw6dd retain str uctaurO adequacy with the above described holes provided all the following parameters are true: 1) The first 3" diameter hole must measure at least 6" from face of bearing (end of ITS hanger seat) to leading edge of hole. 2) For 3" diameter holes not intersecting a 1-1/2" knockout hole: 3" holes must be spaced a minimum 3" apart (from edge of 3" hole to edge of next 3" hole) 3) For 3" diameter holes which intersect a 1-1/2" knock -out hole, the distance between the combined hole and the next 3" hole must be 2 times the diameter of the larger hole. For joist which do not comply with all the above requirements: 1) Joists with 3" holes within 6" from bearing, see attached detail for gusset repair. 2) Joists with 3" holes closer than 3" apart, replace the joist. I have not reviewed the project plans to verify the provided information is correct. No lateral loads have been considered. Trus Joist® TJI® joists are code accepted by ICC ES ESR -1153. Microllam®LVL, Parallam® PSL, and TimberStrane LSL are code accepted by ICC ES ESR -1387. Feel free to contact me with any questions. Sincerely, Roxanne Allen Trus Joisto Technical Services Weyerhaeuser 253-568-0140 Phone 800-648-3936 Toll Free 253-835-7208 Fax Weyerhaeuser ELP Technical Support FEDERAL WAY HENDERSON SACRAMENTO 0 33663 Weyerhaeuser Way S. 9115 East 90th Ave. 3841 N. Freeway Blvd. CH 2E28 Henderson, CO 80640 Suite 285 Federal Way, WA 98003 Sacramento, CA 95834 (888) 453-8358 FAX: (253)928-2896 ���[����f�® PRODUCTS E-MAIL E-MAIL: TechSupport@Weyerhaeuser.com TO: Shoji Nagayama March 4, 2013 Zen Housing FROM: Roxanne Allen, Weyerhaeuser f SUBJECT: IH(oOes in 'TJff Roof Joists (WY 'TC 16529) f� Prigge House 10610 S Tantau Ave Cupertino, CA Mr. Nagayama, This letter is in regards to the I1-7/8" TJI® roof joists with multiple holes in the above mentioned project. You have provided the following information: The 11-7/8" TJ?360 roof joist at 16" on center have simple spans of a minimum 5'-6" and a maximum of 13'-6" and support 20 psf live load and 15 psf dead load. 3" diameter holes are cut 3" from the top of the joist to top edge of hole along the length of the joist. The 11-7/8" TJ?360 roof joist at 16" on center aw6dd retain str uctaurO adequacy with the above described holes provided all the following parameters are true: 1) The first 3" diameter hole must measure at least 6" from face of bearing (end of ITS hanger seat) to leading edge of hole. 2) For 3" diameter holes not intersecting a 1-1/2" knockout hole: 3" holes must be spaced a minimum 3" apart (from edge of 3" hole to edge of next 3" hole) 3) For 3" diameter holes which intersect a 1-1/2" knock -out hole, the distance between the combined hole and the next 3" hole must be 2 times the diameter of the larger hole. For joist which do not comply with all the above requirements: 1) Joists with 3" holes within 6" from bearing, see attached detail for gusset repair. 2) Joists with 3" holes closer than 3" apart, replace the joist. I have not reviewed the project plans to verify the provided information is correct. No lateral loads have been considered. Trus Joist® TJI® joists are code accepted by ICC ES ESR -1153. Microllam®LVL, Parallam® PSL, and TimberStrane LSL are code accepted by ICC ES ESR -1387. Feel free to contact me with any questions. Sincerely, Roxanne Allen Trus Joisto Technical Services Weyerhaeuser 253-568-0140 Phone 800-648-3936 Toll Free 253-835-7208 Fax FAX: (25382896 E-MAIL: TechSuonor&wverhaeuser.com FEDERAL WAY HENDERSON SACRAMENTO ENGINEERS OD PRODUCTS 33663 WEYERHAEUSER WAY S 9115 EAST 90TH AVE 3841 N FREEWAY BLVD, STE 285 FEDERAL WAY, WA 98003 HENDERSON, CO 80640 SACRAMENTO, CA 95634 JU"T DAMAG �EpoaT PROJECT INFORMATION: FIELD INFORMATION PROVIDED BY: JOB NAME: Prigge House NAME: Shoji Nagayama ADDRESS: 10610 S Tantau Ave COMPANY/LOC.: Zen Housing CITY, STATE: Cupertino. CA PHONE: 650-796-1790 TJI DEPTH/SERIES: 11-7/8"TJI 360 # OF DAMAGED TJI'S: VARIES LIVE LOAD (PSF): 20 TJI SPACING: 16" APPLICATION: ROOF DEAD LOAD (PSF):15 EXISTING CONDITION HOLE TOO CLOSE TO BEARING 6" 03" 0 0 0 0 0 0 0 0 0 MAXIMUM 13'-6" WEYERHAEUSER RESPONSE BELOW REQUIRED REPAIR END REINFORCEMENT (1" NET) FILLER BLOCK ON ONE SIDE OF JOIST, LEAVE 1/8" GAP 2'-2" AT TOP STEP ONE 0 0 0 0 0 0 0 STEP TWO 0 0 0 0 0 0 0 X 11%" 1.3E TIMBERSTRAND® LSL RIM BOARD. INSTALL (2) PLACE ON ONE SIDE OF JOIST ONLY. CONNECT WITH A35 CLIPS 4 ROWS OF 10d NAILS AT 6" ON CENTER. COMPLETED BY: ROXANNE ALLEN, TECHNICAL SUPPORT iii 'THIS ANALYSIS IS BASED UPON THE INFORMATION PROVIDED TO iLEVEL. ANY DEVIATION FROM THIS INFORMATION PROJECT: N/A TECH CALL: 16529 F WILL REQUIRE RE-EVALUATION. 'THE PROJECT PLANS HAVE NOT BEEN REVIEWED TO DETERMINE IF PRODUCT DATE: 3142013 PAGE: OF O APPLICATION, DESIGN LOADS, AND DIMENSIONS ARE CORRECT. AN AUTHORITY FAMILIAR WITH THE STRUCTURE MUST CONFIRM THE VALIDITY OF THE LOADS AND DIMENSIONS SHOWN. WSPECY�(OM09 �flco a0a0 11) I0 6 10 5, 7'�Aa u WELDER AND WELDING OPERATOR QUAL11 CAMON TEST REPORT Welder/Welder Operator's Name: Date Welded: Project No. Rajko Bukarica 10/24/2006 S&S -1 Welder Identification No. Date Tested: Lab. No. 1641 10/27/2006 HP06-0025 Client: Welding Code (ID & Year): S&S Welding 699 W. San Carlos St. San Jose, CA 95126 AWS D1.1/131.1M:2006 Base Metal: Rebar: A36 Direct' Indirect ° Specimen: Joint Plate X Pipe_Rebar_ Groove X Fillet_ Process: Specimen Furnished By: Plate Thickness: Flux Cored Arc Welding (FCAW) HP X Others_ 1" Position: Specimen Machined By: Dia. & Wall Thickness: 3G (Vertical Up) HP X Others' ° Weld Progression: X Up—C W' L to R Thickness Range Qualified: ° Down ' CCW ° R to L 118" to Unlimited Qualified Weld Joint Type: Qualified Positions. Groove, Plug, Slot and Fillet Vertical, Horizontal and (Flat Welding Procedure No. Electrical Characteristics: S&S-FCAW-WQ AMPS: 175 VOLTS: 22 DCEN FILLER METAL Specification No. Classification No. F. No. AWS - A5.20 E71T-8 6 Backing: Diameter: Trade Name: Yes .072 Lincoln-NR233 Shielding: ' Gas: X Flux: self shielded electrode MPSUAL flHSPECTI]ON (AWS (OHLLY) Appearance: Undercut Piping Porosity. Satisfactory None None TEST RESULTS Bend test results were satisfactory per AWS D1.101.1M:20D4 Section 4 and are traceable through Lab. # referenced above. Test Witnessed By: Tony Cotta QUALIFICATPON RESLL_�) LLTS The Welder/Operator Identified above meets the performance qualifications specified in the Code identified above for the variables stated. Remarks & Report Distribution (*denotes data not provided or NOT applicable) Submitted by: 0 Tony Cotta AWS QC -1 CWI #96041001 690 SUNDL STREET, BUILDING H ° SAN JOSE, CA 95126 o (400) 308-8460 ° FAX: (400) 371-®903 DSA File # C NSPECTI®NSy Inc. DSA Appl. # CONSTRUCTION INSPECTION SPECIALISTS 690 SUNOL ST., BLDG. H ° SAN JOSE, CA 95126 ILE OSHPD # (408) 288-8460 o fax: (408) 271-0902 SPECIAL INSPECTO DAILY REPORT City of: �� c� a� d -•� Date/Day: Project Name:d C)� 0 �,� -t-� Project No.: '-- Address: l ;�� a ci ` , Permit No.: Inspection Coverage: ® Concrete ® Post Tension Concrete dJ Continuous ® Masonry ® Fire Proofing ❑ Periodic ❑ Reinforcing Steel ® Other A Welding ® Shop— Field Inspections Made: Cf ,°y, V��2.✓L<(� C^/A ��I °�%%�vL �1e2 Tests Made: V't < Items Requiring Correction, Corrections of Previously Listed Items, Previously Listed Uncorrected Items: Changes to Approved Plans Authorized by Architect or Engineer: Comments: To the best of my knowledge, work inspected was in accordance with the building department approved design drawings, specifications and applicable workmanship provisions of the C.B.0 except as noted above: Signed: Print Full Name: 5 Certification Date: Certification Number: ; , ME Hnghveernong A A macgalges9 Inc. c. ConmiltiiW Sti-newral Ei!gLineerii!g Services 2105S.BASCOMAVE. SUITE 260 (•,108)377-6501net CAMPBELL, CA 95008 (408) 377-6518 (Fax) DA TE. PROJECT ADDRESS OWNER. INSPECTION. April 25, 2013 10610 S Tantau A ve. Cupertino, CA Prigge Residence Draining inspection 9:a I=, 6 - ocoo moaa000a000000a000000000co 00000cco 000co oco 000coaoo oaa00000 000ao 000❑00000 As requested by the contractor, our office performed walk through framing inspections for the above property on April 9, 2013 and our follow up inspection on April 18, 2013. Our inspection was limited to the readily visible areas and did not include the concealed areas such as the crawl space or roof. At the time of our inspections the framing for the remodeling was completed. We found small items that we required contractor to 6x before our follow up visit to the job site. All fixes were taken care of on our second visit except very small items. These items are followed up with the contractor and we received the fix photos From the construction. Our inspected framing work appears to be in compliance with the approved plans and our design limits. Efe Sozkesen ' w� MS Engineering& Associates, Onc. °C tYa485Q Mahmoud Sanatkhani, PE �.P �� 1 tb�� NOTE: The above inspections were based on a visual walk through framing observation as defined in CBC 1702 and 220. Concealed or covered areas were not inspected. Structural observation does not waive the responsibility of the contractor for full compliance with approved plans, with the exceptions of approved changes specifically addressed in writing by this engineer. American Soil 7 esgingy Inc. Soil, IF'oaandagion and IEnvir®nav engai Engineers 2734 S Bascom Avenue, San Jose, CA 95124 408-559-6400 - Fax 408-559-668 www.americansoiltestinginc.cows File No. 12-3489-5 October 31, 2012 Mr. and Mrs. Robert and Masami Prigge 10610 S Tantau Avenue Cupertino, CA 95014 Subject: Proposed Single Family Residence Gentlemen 10610 S Tantau Avenue, APN: 375-37-012 Cupertino, California Youndztn®n ffnspectnon Per your request and authorization, our firm has provided foundation inspection for the above-mentioned project. Our office performed foundation inspection on October 29, 2012. Based on our field observations, we believe that foundation trenches were excavated in essential compliance with the recommendations contained in our Soil and Foundation Investigation report File No. File No. 12-3489-5, dated February 111 2012 and in accordance with the approved foundation plan. The (City ffnspect®u° shou Rd inspect aind mpprove the u°ehafo °cnng beam puri®u° to poulr5ag concu°eteo File No. 12-3489-5 American Soil Testing, Inc. We are pleased to have been of service to you in this matter. Should you have any questions or require additional information, please feel free to call our office at your convenience. Very truly yours, American Soil Testing, Inc. Ben Rahimi Original signature is in the file Ben Rahimi, C.E.S. REA 1- 03 843 Project ]Engineer Andy Ohofrani Original signature is in the file Andrew A. Ohofrani, P.E. R.C.E. # 38159 Expire: 3-31-13 E WELSC H LAHID SURVEYS RH( . OVER 4869 PRP JE 71Y 51PJCE 199.E o CALIFORRIIA SNALL BUSIVE55 .#5992. 747 Gaffe Court o Gilroy. CA 95020 - Phone: 408-847-7607 o Fax: 408-847-6926 email: ken Wd,wilsonlandsurveys.com o web: kxk%w«;kumlan�l.ur%e%ti.com o Mobile: 805-703-0273 Friday, November 02, 2M To: City of Cupertino Subject: Form Certification for 10610 S Tantau Ave Cupertino, CA 95014 Wilson Land Surveys Inc. has determined that the existing forms for the new residence under construction at this address are in conformance with the plans as approved by the City of Cupertino. n"re en ilson Wilson Land Surveys Inc. i aoa o(u " American Foil TeN dmg, Inc. Sold, IFoaanda ddn and IEa vironmrmeneal Engineers 2734 S Bascom Avenue, San .dose, CA 95124 408-559-6400 -1Fax 468-SS9-668 www.amemicransoiltestinginc.cove cap File No. 12-3489-5 q -O 750 October 26, 2012 Mr. and Mrs. Robert and Masami Prigge 106 10 S Tantau Avenue �---' Cupertino, CA 95014 Subject: ]Proposed Single Family Residence 10610 S Tantau Avenue, APN: 375-37-012 Cupertino, California IFieDd density testing services during grading op a reflons for the It u lldhng p.%d Gentlemen: Per your request, our firm has provided field density testing services for the above- mentioned project. We performed five (5) field density tests during grading operations for the building pad finished grade in accordance with ASTM Test procedure D2922-81 (Nuclear Method) at random locations in finished grade for the native soil. Summarized in Table 1 are the results of the field moisture and density tests performed by our firm to date. To obtain the optimum moisture and maximum dry density for the native soil, we performed one -laboratory compaction test in accordance with ASTM D1557-98 procedure (Modified Proctor Compaction test). File No. 12-3489-S American Soil 'Testing, Inc. a We are pleased to have been of service to you in this matter. Should you have any question or require additional information, please feel free to call our office at your convenience. Very truly yours, American Soil 'Testing, Inc. Ben Rahimi Original signature is in the file ]den Rahimi, C.E.S. REA 1- 03843 Project Engineer Andy Ohofrani Original signature is in the file Andrew A. Ohofrani, P.E. R.C.E. # 35159 Expire: 3-31-13 2 File No. 12-3489-S American Soil Testing, Inc. TABLE I] SUMMARY OF FIELD DCi MMTY TEST RESULT Fest No. Date ofTest Location or !Elevation Water Content ]Field Moisture Field Optimum Moisture Lab Ory Density ]Field Max. Dry Density Lab Relative Comp. Recomm Relative Comp. Soil Type & Remark # 2012 Feet pcf ( %) ( %) pcf pcf (%) (%) 1 10/24/2012 Pad -FG 17.00 15.04% 16.50% 112.40 121.00 92.09% 90% Native 2 10/24/2012 Pad -FG 15.20 13.04% 16.50% 109.00 121.00 90.74% 90% Native 3 10!14/2012 Pad -FG 14.40 12.00% 1650% 111.00 121.00 92.40% 90% Native 4 10/24/2012 Pad -FG 10.90 17.31% 16.50% 109.20 121.00 90.25% 90% Native 5 10/24/2012 Pad -FG 15.00 14.34% 16.50% 110.20 121.00 91.07% 90% Native FG = Finished Grade Native = Brown Silty Clay with fine gravel Project: 10610 S Tantau Avenue, Cupertino, California Page:1 To Whom It May Concern: On a previous occasion we have approved the design of the house of our neighbor Robert E. Prigge, at 10610 S. Tantau Ave, Cupertino CA 95014. The Prigges have explained to us that the doors and windows have had small modifications to their size, location, and orientation from the previously approved plan. I have reviewed the new sizes and locations to my satisfaction and hereby approve the revised design of the 10610 S. Tantau Ave house. Name: �j Signature: Date: 'yy ll� Own Address: To Whom It May Concern: On a previous occasion we have approved the design of the house of our neighbor Robert E. Prigge, at 10610 S. Tantau Ave, Cupertino CA 95014. The Prigges have explained to us that the doors and windows have had small modifications to their size, location, and orientation from the previously approved plan. I have reviewed the new sizes and locations to my satisfaction and hereby approve the revised design of the 10610 S. Tantau Ave house. Name: 2161-4 Signature: Date: G 0�� Own Address: 10600 '2� .77c -j/2 1 -au atr-e • (�"Q 4'" C-/;. SPECTONS 690 SUNOL STREET, BUILDING H ° SAN JOSE, CA 95126 (408) 288-8460 o FAX:(408) 271-0902 DSA File #_ DSA Appl. # OSHPD # j City of: Date: Project Dame: `:, �"' � . , - . , ��. ,- �- � Proj ect# Address: Permit# 1 '2 oQ-,g 4 c 0 Inspectors Dame: ID# '� ----------------------------------------- Installation Inspection of: 0Epaxiec R6r forcing-Steet•8nwels poxied Allthread Anchors ETExpansioTr*rtchors ®Witnessed the drilling of the holes and verified proper diameter and depth. (or) r`trtspected predrilled holes and verified properdiameter and depth. 1_10bserved the cleaning of the holes and thalnjectioq) insertion of �. 4 , ✓e *-�' �� o epoxy /epoxy capsules/ grout,, IGC ER # Expiration Date OWitnessed the proper insertion of: (No.) diameter allthread anc�or'a / reinforcing�sYeei dowels / -expansion anchors, inches in length, embedded inches, at the following location: %.A, i' .' s ' t=. ) ter' (No.) diameter allthread anchQ-r / reinfofcing steel dowels / expansitsrt anchors inches in length, embedded c>> inches, at the following location: (fro.) diameter allthread anchors / reinforcing steel dowels / expansion anchors inches in length, embedded _ __ inches, at the following location: — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Notes: i To the best of my knowledge, work inspected was in accordance with the building department approved design drawings, specifications and applicable workmanship provisions of the C.B.C. except as noted above: Inspectors' signature: a S Enponeerhvo & Asgociages, Inc. Consulting Structural Engineerina Services 2105 S. BASCOMA VE. SUITE 260 TEL: (408) 377-6504 FAX. (408) 377-6518 CAMPBELL, CA 95008 PROJECT NO.: 12-024 STRUCTURAL CALCULATEONS FOR REVISION ON 1/8/13 SENGLE FAMELY HOME PDFI�6610 S. TA TAU AVE. CUPERTEN09 CA JAN 2 3 2013 FOn—' GIII, I A�I �CE �r"""7'w3c BY. m Project: iShoji-Mas'emi Location: BB -2 REVISED Multi -Loaded Multi -Span Beam (2009 International Building Code(2005 NDS) 1.75 IN x 11.875 IN x 14.5 FT 1,9E Microllam - iLevel Trus Joist Section Adequate By: 3.6% Controlling Factor: Deflection DEFLECTIONS Center Live Load 0,34 IN U507 Dead Load 0.36 In Total Load 0,70 IN U249 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: L/240 REACTIONS A 5 Live Load 1160 Ib 1160 Ib Dead Load 1207 Ib 1207 Ib Total Load 2367 Ib 2367 Ib Bearing Length 1.80 in 1.80 In BEAM DATA Center Span Length 14.5 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 14.5 ft JJNIFORM kOAP,5 Qmiff Live Load Duration Factor 1.00 Uniform Live Load 160 plf Notch Depth 0.00 Uniform Dead Load 160 pif MATERIAI, PROPERTIES Beam Self Weight 6 plf 1.9E Microllam -iLevel Trus Joist Total Uniform Load 326 plf pope Mindows7 / MSS Engineering 2105 S.Bascom Ave. Suite 260 Campbell , CA 95008 Controlling Moment: 8581 ft -Ib 7.25 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -2367 Ib 14.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Base Values Adjusted Section Modulus: Bending Stress: Fb = 2600 psi Fb' = 2604 psi 20.78 in2 Cd=1.00 CF= 1.00 235.71 in4 244.21 in4 Shear Stress: Fv = 285 psi Fv' = 285 psi -2367 lb Cd=1.00 Modulus of Elasticity, E = 1900 ksl E' = 1900 ksi Comp. -L to Grain: Fc -1= 750 psi Fc -1' = 750 psi Controlling Moment: 8581 ft -Ib 7.25 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -2367 Ib 14.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 39.55 in3 41.13 in3 Area (Shear): 12.46 In2 20.78 in2 Moment of Inertia (deflection): 235.71 in4 244.21 in4 Moment: 8581 ft -Ib 8924 ft -Ib Shear: -2367 lb 3948 lb Project: Shoji-Masami Location: BB -1 REVISED Multi -Loaded Multi -Span Beam [2009 International Building Code(2005 NDS)] ( 4 ) 1.75 IN x 11.875 IN x 15.0 FT 1.9E Microllam - iLevel Trus Joist Section Adequate By: 22.4% Controlling Factor: Deflection page MIerindows7 MSS Engin / Engineering 2105 S.Bascom Ave. Suite 260 of Campbell, CA 95008 StruCalc Version 8.0,112.0 12/28/2012 7:25:01 PM CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Cente LOADING 164.52 in3 Live Load 0.20 IN U917 Modulus of Elasticity: E = 1900 ksi E' = 1900 ksi Dead Load 0.21 in Fc - -L = 750 psi Fc - L' = 750 psi 976.83 in4 Total Load 0.41 IN L/440 18731 ft -Ib 35696 ft -Ib Live Load Deflection Criteria: L/480 Total Load'Deflection Criteria: L/360 4995 lb 15794 lb REACTIONS 9 9 Live Load 2400 Ib 2400 Ib Dead Load 2595 Ib 2595 Ib Total Load 4995 Ib 4995 Ib Bearing Length 0.95 in 0.95 in BEAM DATA Center Span Length 15 ft Unbraced Length -Top 0 ft — 18 ft Unbraced Length -Bottom 15 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 320 plf 1.9E Microllam - !Level Trus Joist Uniform Dead Load 320 plf Base Values Bdiusted Beam Self Weight 26 plf Bending Stress: Fb = 2600 psi Fb' = 2604 psi Total Uniform Load 666 plf Cd=1 00 CF=1 00 Shear Stress: Fv = 285 psi Fv' = 285 psi 164.52 in3 Cd=1.00 Modulus of Elasticity: E = 1900 ksi E' = 1900 ksi Comp. -t- to Grain: Fc - -L = 750 psi Fc - L' = 750 psi Controlling Moment: 18731 ft -Ib 7.5 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 4995 Ib At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Section Modulus: 86,33 in3 164.52 in3 Area (Shear): 26.29 in2 83.13 in2 Moment of Inertia (deflection): 798.39 in4 976.83 in4 Moment: 18731 ft -Ib 35696 ft -Ib Shear: 4995 lb 15794 lb Project: thoji-Masami Location: Floor Joist ABOVE GARAGE Floor Joist [2010 California Building Code(2005 NDS)] 1.75 IN x 14.0 IN x 20.0 FT @ 12 O.C. 1.9E Microllam - iLevel Trus Joist Section Adequate By: 76.0% Controlling Factor: Deflection DEFLECTIONS 99atE Live Load 0,19 IN U1267 Dead Load 0.19 in Total Load 0.38 IN U634 Live Load Deflection Criteria: U480 Total Load Deflection Criteria: U360 REACTIONS 0 B Live Load 400 Ib 400 Ib Dead Load 400 Ib 400 Ib Total Load 800 Ib 800 Ib Bearing Length 0.61 in 0.61 in BEAM DATA Cgnte Span Length 20 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft Floor sheathing applied to top of joists -top of joists fully braced. Floor Duration Factor 1.00 MATERIAL PROPERTIES 1.9E Microllam - iLevel Trus Joist Bending Stress: Base Fb = Values 2600 psi Adjusted Fb' = 2546 psi 57.17 in3 Cd=1.00 CF=0.98 24.5 in2 Moment of Inertia (deflection): Shear Stress: Fv = 265 psi Fv' = 285 psi Shear: Cd=1.00 4655 lb Modulus of Elasticity: E = 1900 ksi E' = 1900 ksi Comp. -L to Grain: Fc -1= 750 psi Fc -1' = 750 psi Controlling Moment- 4000 ft -Ib 10.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 800 Ib At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 18.85 in3 57.17 in3 Area (Shear): 4.21 In2 24.5 in2 Moment of Inertia (deflection): 227.33 in4 400.17 in4 Moment: 4000 ft -Ib 12129 ft -Ib Shear: 800 lb 4655 lb page Mindows7 / MSS Engineering 2105 S.Bascom Ave. Suite 260 0� Campbell, CA 95008 StruCalc Version 8.0.112.0 12/28/2012 7:20:40 PM LOADING DIAGRAM A 20 « ,ZQ,j,�T LOADING Uniform Floor Loading Live Load LL = Dead Load DL = Total Load TL = TL Adj. For Joist Spacing wT = Center 40 40 80 80 psf psf psf plf Project: Shoji-Masami Location: FB -7 REVISED Multi -Loaded Multi -Span Beam [2009 International Building Code(2005 NDS) 3.5 IN x 14,0 IN x 15.8 FT 2.0E Parallam - ILevel Trus Joist Section Adequate By: 139.5% Controlling Factor: Moment DEFLECTIONS (tee r Live Load 0.19 IN U1012 Dead Load 0.13 in Total Load 0.32 IN U600 Live Load Deflection Criteria: 0360 Total Load Deflection Criteria: L/240 REACTIONS 6 111 Live Load 1740 Ib 1171 Ib Dead Load 1338 Ib 796 Ib Total Load 3078 Ib 1968 Ib Bearing Length 1.17 in 0.75 in BEAM DATA Center Span Length 15.8 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 15.8 ft Live Load Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES 2.0E Parallam - iLevel Trus Joist Controlling Moment: 11339 ft -Ib 8.22 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 3078 Ib At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Base Values Adiusted 47.73 in3 Bending Stress: Fb = 2900 psi Fb' = 2851 psi 320.36 in4 Cd=1.00 CF=0.98 11339 ft -Ib 27161 ft -Ib Shear Stress: Fv = 290 psi Fv' = 290 psi Center Cd=1.00 60 plf Uniform Dead Load Modulus of Elasticity: E = 2000 ksi E'= 2000 ksi Comp, -L to Grain: Fc -1= 750 psi Fc -1' = 750 psi Controlling Moment: 11339 ft -Ib 8.22 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 3078 Ib At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Reo'd Provided Section Modulus: 47.73 in3 114.33 in3 Area (Shear): 15.92 int 49 int Moment of Inertia (deflection): 320.36 in4 800,33 in4 Moment: 11339 ft -Ib 27161 ft -Ib Shear: 3078 lb 9473 lb page Mindows7 / MSS Engineering 2105 S. Bascom Ave. Suite 260 of Campbell, CA 95008 StruCalc Version 8.0.112.0 12/28/2012 7:17:40 PM LOADING DIAGRAM t UNIFORM LOADS Center Uniform Live Load 60 plf Uniform Dead Load 34 plf Beam Self Weight 15 plf Total Uniform Load 109 pif POINT I.QAI2S - CENTER Load Number One SPAN TWO Live Load 1150 Ib 813 Ib Dead Load 1025 Ib 330 Ib Location 3.5 ft 8.6 ft Project: Shoji-Masami Location: FB -16 REVISED Multi -Loaded Multi -Span Beam [2009 International Building Code(AISC 13th Ed ASD)] A992-50 W10x60 x 19,0 FT Section Adequate By: 50.5% Controlling Factor: Deflection DEFLECTIONS Live Load 0.23 IN U989 Dead Load 0.19 in Total Load 0.42 IN U542 Live Load Deflection Criteria: U480 Total Load Deflection Criteria: L/360 REACTIONS 6 @ Live Load 7206 Ib 7499 Ib Dead Load 6383 Ib 6320 Ib Total Load 13589 lb 13819 Ib Bearing Length 1.18 in 1.18 in BEAM DATA Center Span Length 19 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 19 ft W10x60 -A992-50 Properties: 4 Yield Stress: Fy = 50 ksi Modulus of Elasticity: E = 29000 ksi Depth: d = 10.2 in Web Thickness: tw = 0.42 in Flange Width: bf = 10.1 in Flange Thickness: tf = 0.68 in Distance to Web Toe of Fillet: k = 1.18 in Moment of Inertia About X -X Axis: Ix = 341 in4 Section Modulus About X -X Axis: Sx = 66.7 in3 Plastic Section Modulus About X -X Axis: ZX = 74.6 in3 Design Properties per AISC 13th Edition Steel Manual: Three Flange Buckling Ratio: FBR = 7.43 Allowable Flange Buckling Ratio: AFBR = 9.15 Web Buckling Ratio: WBR = 18.67 Allowable Web Buckling Ratio: AWBR = 90.55 Controlling Unbraced Length: Lb = 0 ft Limiting Unbraced Length - Left Live Load 280 pif 280 pif for lateral -torsional buckling: Lp = 9.08 ft Nominal Flexural Strength w/ safety factor: Mn = 186128 ft -Ib Controlling Equation: F2-1 140 plf Web height to thickness ratio: h/tw = 18.67 Limiting height to thickness ratio for eqn. G2-2: h/tw-limit = 53.95 Cv Factor: Cv = 1 Controlling Equation: G2-2 Nominal Shear Strength w/ safety factor: Vn = 85680 Ib Controlling Moment: 64764 ft -Ib 8.55 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -13819 Ib At right support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s Comparisons with required sections: Read Provided Moment of Inertia (deflection): 226.55 in4 341 in4 Moment: 64764 ft -Ib 186128 ft -Ib Shear: -13819 lb 85680 lb page Mahmoud -Windows? / MS Engineering 2105 S.Bascom Ave. Suite 260 or Campbell, CA 95008 StruCalc Version 8,0.112.0 12/28/2012 7:04:35 PM LOADING DIAGRAM 4 A 3 ' _. 19 ft -� UNIFORM LOADS Center Uniform Live Load 0 plf Uniform Dead Load 0 pif Beam Self Weight 60 plf Total Uniform Load 60 plf POINT LOADS - CENTER SPAN Load Number One Two Three Four Five Live Load 1560 Ib 295 ib 2669 Ib 1930 Ib 2559 Ib Dead Load 1733 Ib 287 ib 2000 Ib 1748 Ib 2182 Ib Location 3.75 ft 5 ft 8.5 ft 16 ft 16 ft TRAPEZOIDAL LOADS - CENTER SPAN Load Number QM In Three Left Live Load 280 pif 280 pif 54 plf Left Dead Load 350 pif 140 pif 20 plf Right Live Load 280 pif 280 plf 54 plf Right Dead Load 350 plf 140 plf 20 plf Load Start O ft O ft 16 ft Load End 3,75 ft 16 ft 19 ft Load Length 3.75 ft 16 ft 3 ft Project: Shoji-Masami Location: FB -10A REVISED Multi -Loaded Multi -Span Beam [2009 International Building Code(AISC 13th Ed ASD) A36 W 12x35 x 22.0 FT (1.5 + 20.5) Section Adequate By: 49.9% Controlling Factor: Deflection DEFLECTIONS Ld Center Live Load -0.04 IN 2L/918 0.16 IN U1567 Dead Load -0.03 in 0.12 in Total Load -0.07 IN 2U540 0.28 IN L/891 Live Load Deflection Criteria: U480 Total Load Deflection Criteria: U360 REACTIONS A J5 Live Load 4875 Ib 2215 Ib Dead Load 3325 Ib 1956 Ib Total Load 8200 Ib 4171 Ib Bearing Length 0.82 in 0.82 in BEAM DATA L!;tft Center Span Length 1.5 ft 20.5 ft Unbraced Length -Top 0 ft 0 ft Unbraced Length -Bottom 1.5 ft 20.5 ft �tlf-:44_42:01W-A Properties: Yield Stress: Fy = 36 ksi Modulus of Elasticity: E = 29000 Is! Depth: d = 12.5 in Web Thickness: tw = 0.3 In Flange Width: bf = 6.56 in Flange Thickness: tf = 0.52 in Distance to Web Toe of Fillet: k = 0.82 in Moment of Inertia About X -X Axis: Ix = 285 in4 Section Modulus About X -X Axis: Sx = 45.6 in3 Plastic Section Modulus About X -X Axis: Zx a 51.2 in3 Design Properties per AISC 13th Edition Steel Manual: Total Uniform Load 35 Flange Buckling Ratio: FBR = 6.31 Allowable Flange Buckling Ratio: AFBR = 10.79 Web Buckling Ratio: WBR = 36.2 Allowable Web Buckling Ratio: AWBR = 106.72 Controlling Unbraced Length: Lb = 0 ft Limiting Unbraced Length - Three Live Load 3235 Ib for lateral -torsional buckling: Lp = 6.41 ft Nominal Flexural Strength w/ safety factor: Mn = 91976 ft -Ib Controlling Equation: F2-1 Web height to thickness ratio: h/tw = 36.2 Limiting height to thickness ratio for eqn. G2-2: h/tw-limit = 63.58 Cv Factor: Cv = 1 Controlling Equation: G2-2 Nominal Shear Strength w/ safety factor: Vn = 54000 Ib Controlling Moment: 29988 ft -Ib 12.51 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 6260 Ib At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s Comparisons with required sections: Read Provided Moment of Inertia (deflection): 190,12 in4 285 in4 Moment: 29988 ft -Ib 91976 ft -Ib Shear: 6260 lb 54000 lb page MerindoWS7 / MSS Engineering 2105 S.Bascom Ave. Suite 260 or Campbell, CA 95008 StruCalc Version 8.0.112.0 12/28/2012 7:14:39 PM LOADING DIAGRAM 3 A Its-- 20.5ft-- - - UNIFORM LQADS Leif Center Uniform Live Load 0 plf 40 plf Uniform Dead Load 0 plf 30 plf Beam Self Weight 35 plf 35 plf Total Uniform Load 35 plf 105 plf POINT LOADS - LEFT SPAN Load Number QM Live Load 1171 Ib Dead Load 717 Ib Location 0.3 ft CENTER SPAN Load Number One Three Live Load 3235 Ib 1795 Ib Dead Load 1550 Ib 1629 Ib Location 4.5 ft 12.5 ft Project: Shoji-Masaml Location: HDR -3 REVISED Multi -Loaded Multi -Span Beam [2009 International Building Code(2005 NDS)] 7.0 IN x 16.0 IN x 16.5 FT 2.0E Parallam -iLevel Trus Joist Section Adequate By: 19.7% Controlling Factor: Deflection DEFLECTIONS Center Live Load 0.18 IN U1081 Dead Load 0.16 in Total Load 0.34 IN U574 Live Load Deflection Criteria: L/600 Total Load Deflection Criteria: U480 REACTIQNS 6 @ Live Load 7321 Ib 4284 Ib Dead Load 6331 Ib 3766 Ib Total Load 13651 Ib 8050 Ib Bearing Length 2.60 in 1.53 in SEAM OAT Cente Span Length 16.5 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 16.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES 2.0E Parallam - !Level Trus Joist Bending Stress: Base Fb = Values 2900 psi Adeusted Fb' = 2809 psi 298.67 in3 Cd=1.00 CF=O. 97 112 in2 Moment of Inertia (deflection): Shear Stress: Fv = 290 psi Fv' = 290 psi Shear: Cd=1.00 216531b Total Uniform Load 835 plf Modulus of Elasticity: E = 2000 ksi E'= 2000 ksi Comp. -t- to Grain: Fc -1= 750 psi Fc -1' = 750 psi Controlling Moment: 32873 ft -Ib 8.09 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 13651 Ib At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 140.45 in3 298.67 in3 Area (Shear): 70.61 in2 112 in2 Moment of Inertia (deflection): 1996.58 1n4 2389.33 in4 Moment: 32873 ft -Ib 69907 ft -Ib Shear: 13651 Ib 216531b page MerindoWS7 / MSS Engineering 2105 S,Bascom Ave. Suite 260 0l Campbell, CA 95008 StruCalc Version 8.0.112.0 12/28/2012 7:16:42 PM LOADING DIAGRAM t UNIFORM LOADS Centor Uniform Live Load 440 plf Uniform Dead Load 360 plf Beam Self Weight 35 pif Total Uniform Load 835 plf POINT LOADS - PENTER Load Number QOg SPAN IAQ Live Load 3730 Ib 615 Ib Dead Load 3115 Ib 464 Ib Location 0.75 ft 13 ft Project: Shoji-Masami Location: FB -98 REVISED Multi -Loaded Multi -Span Beam [2009 International Building Code(2005 NDS)] 5.25 IN x 11.875 IN x 14.75 FT 2.0E Parallam - iLevel Trus Joist Section Adequate By: 42.4% Controlling Factor: Shear AEFLECTIQNS Center Live Load 0.14 IN U1280 Dead Load 0.12 in Total Load 0.26 IN U675 Live Load Deflection Criteria: U480 Total Load Deflection Criteria: U360 REACTIONS 6 B Live Load 2559 Ib 3336 Ib Dead Load 2182 Ib 5128 Ib Total Load 4740 Ib 8465 Ib Bearing Length 1.20 in 2.15 in BEAM DATA Center Span Length 14.75 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 14.75 ft Live Load Duration Factor 1.00 Notch Depth 0.00 MATERIAL PRQPFRTIES 2.0E Parallam - iLevel Trus Joist Controlling Moment: 9343 ft -Ib 5.61 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -8465 Ib 15.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Base Values Adjusted Bending Stress: Fb = 2900 psi Fb' = 2903 psi 62.34 int Cd=1.00 CF= 1.00 732.62 in4 Shear Stress: Fv = 290 psi Fv' = 290 psi -8465 lb Cd=1.00 19 plf Total Uniform Load Modulus of Elasticity: E = 2000 ksi E'= 2000 ksi Comp. -L to Grain: Fc -1= 750 psi Fc -1' = 750 psi Controlling Moment: 9343 ft -Ib 5.61 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -8465 Ib 15.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: ea'd Provided Section Modulus: 38.62 in3 123.39 in3 Area (Shear): 43.78 in2 62.34 int Moment of Inertia (deflection): 390.83 in4 732.62 in4 Moment: 9343 ft -Ib 29854 ft -Ib Shear: -8465 lb 12053 lb page Mindows7 / MSS Engineering 2105 S.Bascom Ave. Suite 260 or Campbell, CA 95008 StruCalc Version 8.0.112.0 12/28/2012 6:19:27 PM LOADING DIAGRAM a P ..14.75 tt --'-•- -- UNIFORM LQAD_S Center Uniform Llve Load 100 plf Uniform Dead Load 62 plf Beam Self Weight 19 plf Total Uniform Load 181 plf POINT LQADS - CENTER Load Number ga SPAN Two Live Load 2020 Ib 2400 Ib Dead Load 1709 Ib 4399 Ib Location 1.75 ft 14.5 ft Project: Shoji-Masami Location: HDR -2 ERVISED Multi -Loaded Multi -Span Beam [2009 International Building Code(2005 NDS) 5.25 IN x 11.875 IN x 10.5 FT 2.0E Parallam - iLevel Trus Joist Section Adequate By: 2.7% Controlling Factor: Shear DEFLECTIONS Center Live Load 0.07 IN U1712 Dead Load 0.09 in Total Load 0.16 IN U786 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: LI480 REACTIONS A 5 Live Load 1232 Ib 5083 Ib Dead Load 1260 Ib 6655 Ib Total Load 2492 lb 11739 Ib Bearing Length 0.63 in 2.98 in 13EAM DA Center Span Length 10.5 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 10,5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES 2.0E Parallam - ILevel Trus Joist Bending Stress: Base Fb = Values 2900 psi Adjusted Fb' = 2903 psi 123.39 in3 Cd=1.00 CF= 1.00 62.34 int Moment of Inertia (deflection): Shear Stress: Fv = 290 psi Fv' = 290 psi Shear: Cd=1.00 12053 lb 19 plf Total Uniform Load Modulus of Elasticity: E = 2000 ksi E'= 2000 ksi Comp. -L to Grain: Fc -1= 750 psi Fc - -I-= 750 psi Controlling Moment: 14511 ft-fb 9.24 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -11739 Ib 10.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 59.98 in3 123.39 in3 Area (Shear): 60.72 Int 62.34 int Moment of Inertia (deflection): 447.45 in4 732.62 in4 Moment: 14511 ft -Ib 29854 ft -Ib Shear: -117391b 12053 lb page Mahmoud -Windows? / MS Engineering 2105 S.Bascom Ave. Suite 260 or Campbell, CA 95008 StruCalc Version 8.0.112.0 12/28/2012 6:48:41 PM LOAAING DIAGRAM ..._ B. UNIFORM LOADS Center Uniform Live Load 120 plf Uniform Dead Load 60 plf Beam Self Weight 19 plf Total Uniform Load 199 pif POINT LOADS - CENTER Load Number One SPAN Live Load 5055 Ib Dead Load 7081 Ib Location 9.25 ft Project: Shoji-Maseml Location: FB -10B REVISED Multi -Loaded Multi -Span Beam [2009 International Building Code(2005 NDS) 3,5 1N x 14.0 1N x 12,0 FT 2.0E Parallam - iLevel Trus Joist Section Adequate By: 156.0% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.08 IN 01817 Dead Load 0.06 in Total Load 0.16 IN U882 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS 6 B Live Load 1560 Ib 1560 Ib Dead Load 1334 Ib 1733 Ib Total Load 2894 Ib 3293 Ib Bearing Length 1.10 in 1.25 in REAM DATA Center Span Length 12 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 12 ft Live Load Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES 2.0E Parallam - iLevel Trus Joist Controlling Moment: 10611 ft -Ib 6.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -3293 Ib At right support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Base Values Adjusted Section Modulus: Bending Stress: Fb = 2900 psi Fb' = 2851 psi 49 in2 Cd=1.00 CF=0.98 217.67 in4 800.33 in4 Shear Stress: Fv = 290 psi Fv' = 290 psi -3293 lb Cd=1.00 Right Live Load 0 pif Right Dead Load 133 pif Modulus of Elasticity: E = 2000 ksi E'= 2000 ksi Comp. L to Grain: Fc - L = 750 psi Fc - -L'= 750 psi Controlling Moment: 10611 ft -Ib 6.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -3293 Ib At right support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 44.66 in3 114.33 in3 Area (Shear): 17.03 in2 49 in2 Moment of Inertia (deflection): 217.67 in4 800.33 in4 Moment: 10611 ft -Ib 27161 ft -Ib Shear: -3293 lb 9473 lb page Mahmoud-Windows7 / MSSEngineering 2105 S.Bascom Ave. Suite 260 ar Campbell, CA 95008 StruCalc Version 8.0.112.0 12/28/2012 6:51:09 PM kQAQ1NQ DIAGRAM t A —12ft — UNIFORM LOADS Center Uniform Live Load 240 plf Uniform Dead Load 120 plf Beam Self Weight 15 plf Total Uniform Load 375 pif POINT LOADS - CENTER SPAN Load Number One Live Load 240 Ib Dead Load 646 Ib Location 6 ft TRAPEZOIDAL LQADS --CENTER SPAN Load Number Qna Left Live Load 0 plf Left Dead Load 133 plf Right Live Load 0 pif Right Dead Load 133 pif Load Start 6 ft Load End 12 ft Load Length 6 ft Project: Shoji-Masami Location: FB -9A REVISED Multi -Loaded Multi -Span Beam [2009 International Building Code(2005 NDS) 5.25 IN x 9.5 IN x 12.0 FT 2.0E Parallam - iLevel Trus Joist Section Adequate By: 4.1 % Controlling Factor: Deflection DEFLECTIONS Center Live Load 0.21 IN 0698 Dead Load 0.18 in Total Load 0.38 IN U375 Live Load Deflection Criteria: U480 Total Load Deflection Criteria: L/360 REACTIONS A @ Live Load 1910 Ib 1930 Ib Dead Load 1305 Ib 1748 Ib Total Load 3215 Ib 3678 Ib Bearing Length 0.82 in 0.93 in BEAM PAT Center Span Length 12 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 12 ft Live Load Duration Factor 1.00 Notch Depth 0.50 MATERIAL PROPERTIES 2.0E Parallam - iLevel Trus Joist Controlling Moment: 11670 ft -Ib 6.48 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -3678 Ib At right support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Section Modulus: Base Values Adjusted Bending Stress: Fib = 2900 psi Fb' = 2976 psi 375.1 in4 Cd=1,00 CF= 1.03 19586 ft -Ib Shear Stress: Fv = 290 psi Fv' = 290 psi Cd=1.00 POINT LOADS - CENTER SPAN Load Number QM Live Load 240 Ib Modulus of Elasticity: E = 2000 ksl E' = 2000 ksl Comp, -L to Grain: Fc - L = 750 psi Fc - -L'= 750 psi Controlling Moment: 11670 ft -Ib 6.48 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -3678 Ib At right support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Section Modulus: 47.05 in3 78.97 in3 Area (Shear): 19,03 Int 42.41 int Moment of Inertia (deflection): 360.16 in4 375.1 in4 Moment: 11670 ft -Ib 19586 ft -Ib Shear. -3678 lb 8199 ib page MindoWS7 MSS Engin / Engineerering 2105 S.Bascom Ave. Suite 260 or Campbell, CA 95008 StruCalc Version 8.0.112.0 12/28/2012 6:53:00 PM LOADING DIA9RAM RM UNIFORM LOADS Center Uniform Live Load 300 plf Uniform Dead Load 120 plf Beam Self Weight 16 pif Total Uniform Load 436 plf POINT LOADS - CENTER SPAN Load Number QM Live Load 240 Ib Dead Load 646 Ib Location 6.5 ft TRAPEZOIDAL LOADS Load Number - CENTER SPAN g= Left Live Load 0 plf Left Dead Load 130 plf Right Live Load 0 plf Right Dead Load 130 plf Load Start 6 ft Load End 12 ft Load Length 6 ft Project:'$hoji-Masami Location: HDR -1 REVISED Multi -Loaded Multi -Span Beam [2009 International Building Code(2005 NDS)] 5.25 IN x 11.25 IN x 8.5 FT 2.0E Parallam - iLevel Trus Joist Section Adequate By: 23.4% Controlling Factor: Shear DEFLECTIONS Center Live Load 0.03 IN U3565 Dead Load 0.04 in Total Load 0.07 IN U1503 Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: U360 REACTIONS 8 @ Live Load 4834 Ib 922 Ib Dead Load 4423 Ib 1483 Ib Total Load 9257 Ib 2405 Ib Bearing Length 2.35 in 0.61 in BEAM DATA Center Span Length 8.5 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 8.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES 2.0E Parallam - iLevel Trus Joist Controlling Moment: 6743 ft -Ib 3.06 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 9257 Ib At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Base Values Adjusted Bending Stress: Fb = 2900 psi Fb' = 2921 psi 59.06 in2 Cd=1.00 CF= 1.01 622.92 in4 Shear Stress: Fv = 290 psi Fv' = 290 psi 9257 lb Cd=1.00 Left Dead Load 140 plf Right Live Load 0 plf Modulus of Elasticity: E = 2000 ksi E'= 2000 ksi Comp. -L to Grain: Fc - 750 psi Fc - 750 psi Controlling Moment: 6743 ft -Ib 3.06 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 9257 Ib At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Redd Provided Section Modulus: 27.7 in3 110.74 in3 Area (Shear): 47.88 in2 59.06 in2 Moment of Inertia (deflection): 149.19 in4 622.92 in4 Moment: 6743 ft -Ib 26955 ft -Ib Shear: 9257 lb 11419 lb Pe88 Mahmoud-Windows7 MS Engineering 2105 S.Bascom Ave. Suite 260 or Campbell , CA 95008 StruCalc Version 8.0.112.0 12/28/2012 6:08:27 PM LQADING DIAGRAM t UNIFORM LOADS Center Uniform Live Load 140 plf Uniform Dead Load 130 plf Beam Self Weight 18 plf Total Uniform Load 288 pff POINT LOADS - CENTER SPAN Load Number One Two Live Load 3900 Ib 666 lb Dead Load 2920 Ib 534 Ib Location 0.2 ft 3 ft TRAPEZQIDAL LOADS - CENTER SPAN Load Number OM Left Live Load 0 plf Left Dead Load 140 plf Right Live Load 0 plf Right Dead Load 140 pif Load Start 0 ft Load End 8.5 ft Load Length 8.5 It Project: °Shoji-Masami Location: FB -5B REVISED Multi -Loaded Multi -Span Beam [2009 International Building Code(2005 NDS) 3.5 INx14.0INx12.25FT 2.0E Parallam - iLevel Trus Joist Section Adequate By: 110.1% Controlling Factor: Moment DEFLECTIONS Center 54.42 In3 Live Load 0.11 IN U1333 15.04 in2 Dead Load 0.08 in Moment of Inertia (deflection): 249.57 in4 Total Load 0.19 IN U770 Moment: Live Load Deflection Criteria: 0360 Total Load Deflection Criteria: U240 REACTIONS 6 ]3 -2907 Ib Live Load 1700 Ib 1702 Ib 84 plf Dead Load 1204 Ib 1205 Ib Total Uniform Load Total Load 2905 Ib 2907 Ib SPAN Two Bearing Length 1.11 in 1.11 in Dead Load 840 Ib BEAM DATA Center 6.13 ft Span Length 12.25 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 12.25 ft Live Load Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES 2.0E Parallam - iLevel Trus Joist Base Values Adiusted Bending Stress: Fb = 2900 psi Fb' = 2851 psi Cd=1.00 CF=O. 98 Shear Stress: Fv = 290 psi Fv' = 290 psi Cd=1.00 Modulus of Elasticity: E = 2000 ksi E' = 2000 ksi Comp. -L to Grain: Fc -1= 750 psi Fc -1-' = 750 psi Controlling Moment: 12927 ft -Ib 612 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -2907 Ib 12.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: B% d Section Modulus: 54.42 In3 114.33 in3 Area (Shear): 15.04 in2 49 in2 Moment of Inertia (deflection): 249.57 in4 800,33 in4 Moment: 12927 ft -Ib 27161 ft -Ib Shear: -2907 Ib 9473 lb page Mahmoud-Windows7 / MSSEngineering 2105 S. Bascom Ave. Suite 260 cf Campbell, CA 95008 StruCalc Version 8.0.112.0 12/28/2012 6:16:54 PM LOADING DIA RA t 'A— 12.26 ft UNIFORM LOADS Center Uniform Live Load 160 plf Uniform Dead Load 84 plf Beam Self Weight 15 plf Total Uniform Load 259 plf POINT LOADS - CENTER Load Number gM SPAN Two Live Load 1036 Ib 406 Ib Dead Load 840 Ib 353 Ib Location 6.13 ft 6.13 ft Project: Shoji-Masami Location: FB -5C REVISED Multi -Loaded Multi -Span Beam [2009 International Building Code(2005 NDS) 3.5 IN x 14,0 IN x 10.75 FT StruCalc Version 8.0.112.0 12/28/2012 6:16:05 PM 2.0E Parallam - ILevel Trus Joist Section Adequate By: 66.9% Controlling Factor: Moment AEFLECTIONS Center Live Load 0.11 IN U1174 Dead Load 0.09 in Total Load 0.20 IN U661 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: L/240 REACTIONS A a Live Load 2774 Ib 2496 Ib Dead Load 2160 Ib 1953 Ib Total Load 4934 Ib 4449 Ib Bearing Length 1,88 in 1.69 in BEAM DATA Center Span Length 10.75 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 10.75 ft UNIFORM LOADS Center Live Load Duration Factor 1,00 Uniform Live Load 300 plf Notch Depth 0.00 Uniform Dead Load 225 pif MATERIAL PROPERTIES Beam Self Weight 15 pif 2.0E Parallam - !Level Trus Joist Total Uniform Load 540 plf Base Values Ad)usted POINT LOADS - C NTFR SPAN Bending Stress: Fb = 2900 psi Fb' = 2851 psi Load Number QM Two Three Cd=1.00 CF=O. 98 Live Load 406 Ib 1018 Ib 621 Ib Shear Stress: Fv = 290 psi Fv' = 290 psi Dead Load 353 Ib 717 Ib 460 Ib Cd=1.00 Location 5.25 ft 5.25 ft 3.25 ft Modulus of Elasticity: E = 2000 ksi E' = 2000 ksi Comp. -L to Grain: Fc -1= 750 psi Fc -1' = 750 psi Wase Mahmoud ndows7 / MS Engineering 2105 S.Bascom Ave. Suite 260 or Campbell, CA 95008 Controlling Moment: 16271 ft -Ib 5.27 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 4934 Ib At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Section Modulus: 68.49 in3 114.33 In3 Area (Shear): 25.52 in2 49 1n2 Moment of Inertia (deflection): 290.54 in4 800.33 in4 Moment: 16271 ft -Ib 27161 ft -Ib Shear: 4934 lb 9473 lb Company Name DESIGNED EFE SOZKESEN I JOB NO. 12-024 PROJECT SHOJI MASAMI CHECKED SHT OF SUBJECT 10610 S. TANTAU AVE. CUPERTIN( DATE 1-11-12 No. of stories Building height for lateral calculations (ft) Building weight (Ibs) Redundancy Factor: N -S: E -W: Building Information 2 21.26 106624 1.3 1.3 Floor Information Floor ID 1 St Floor net area (sf) 1789 Floor opening area (sf) 0 Average height (ft) 10.00 Diaphragms �Y - \'"'�✓"�.,('"�V''"`.-""o ....�'rI._.,.,�.... _.��„ _.\•�,, .•.�,,,._„\,�,, "".. .^,+. -—'....,,� .�"".,„•.,`�,r' ""'.,'`,r''r.-.'r'"""...'""''^ ems.,... 3 Floor diaphragms for 1st Diaphragm name DiaphragmEffective seismic weight (psf) Type Remarks Area (sf)Type Walls Snow Storage Remarks name DL Walls Snow Storage Partitions Total 13.00 110.00 10.00 01 1789 20.00 115.00 10.00 10,00 10.00 135.00 Floor Floor—ID 2nd Floor net area (sf) 1913 Floor opening area (sf) 0 Average height (ft) 9.00 Diaphragms Floor diaphragms for 2nd Diaphragm name Area (sf) Effective seismic weight (psf) Type Remarks DL Walls Snow Storage Partitions Total D1 1913 13.00 110.00 10.00 0.00 10.00 123.00 Roof Ignore opening in weight calculations www. st ru ctu ra Iso ft. co m ell Company Name DESIGNED EFE SOZKESEN II JOB NO. 12-024 PROJECT SHOJIMASAMI JCHECKED SHT OF SUBJECT 10610S.TANTAU AVE. CUPERTINC DATE 1-11-12 Design code Lateral force calculation method Seismic data: Seismic Loads 2009 IBC (ASCE 7-05) Equivalent Lateral Force Procedure Building occupancy category II. Standard Importance factor 1 1.00 Soil site class D. Stiff soil profile Response Spectral Ace. (0.2 sec) (S$) 1.97 Design Response Spectral Acc. (0.2 sec) (Ss) 1.97 Response Spectral Acc. (1.0 sec) (S1 ) 0.70 TL (sec) 8.00 Fa 1.00 Fv 1.50 Max. Considered earthquake acc. SMS 1.97 Max. Considered earthquake acc. SMi 1.05 Design spectral acc. at short period SDs 1.31 Design spectral acc. at 1 s period SD, 0.70 Seismic design category based on short period D Seismic design category based on 1 S period D Is S1 >0.75 False Project seismic design category D Seismic force resisting system 13. Light -framed walls sheathed with wood structural panels rated for shear resistance or steel sheets Response modification coefficient R 6.50 System overstrength coefficient Do 3.00 Approximate fundamental period parameters Ct = 0.02 x = 0.75 Building height (ft) 21.26 Building period T=Ta (sec) 0.20 Regular structure and 5 stories or less? True Maximum SSS =1.50 False Base Shear Adjustment Factor 1 Minimum Cs 0.05 Seismic response coefficient C, 0.20 Adjusted C, 0.20 Seismic load: V= Cs W = 0.20 W For allowable stress design 0.7 E = 0.7 " 0.20 = 0.1414 W www.r.tructuralsoft.com Table 1-1 Table 11.5-1 Table 20-3-1 Fig 22-1 through 22-14 Fig 22-1 through 22-14 Fig 22-1 through 22-14 Fig 22-15 through 22-20 Table 11.4-1 Table 11.4-2 (11.4-1) (11.4-2) (11.4-3) (11.4-4) Table 11.6-1 Table 11.6-2 Sec 11.6 Table 12.2-1 Table 12.2-1 Table 12.8-2 (12.8-7) Sec 12.8.1.3 12.8.6 (12.8-2) Company Name DESIGNED EFE SOZKESEN JOB NO. 12-024 PROJECT SHOJI MASAMI CHECKED SHT OF SUBJECT 10610 S. TANTAU AVE. CUPERTINC DATE 1-11-12 Total effective weight (lbs) = 106624 Total seismic force (ASD) (Ibs) = 15081 Vertical seismic load distribution: Fx = Cvx V A: � n u%�hk =1 T = 0.20 K = 1.00 Floor Wx (Ibs) hx (ft) Wx ` hx Ib.ft Wx " hx Fx (Ibs) sum(W*Hi) 1st 62632 11.23 703304 0.4292 6473 2nd 43992 21.26 935316 0.5708 8608 Sum(W)= 106624 Diaphragm design force: l7 F7 uI rx Minimum YMUe = 0 2S,I.Vl';px . Needn'tto exceed 0.4 5z;DV Vpx Diaphragm seismic forces: Sum(W"h)= 1638620 (12.8-11) Sec 12.8.3 12.10.1 Sec 12.10.1 Floor Sum(Fi) (Ibs) Sum(W) (Ibs) Wpx (Ibs) Sum Fi WPx Min. Value Sum(W) Max. Value Fpx (Ibs) 1st 15081 106624 62632 8858 16451 32903 16451 2nd 8608 43992 43992 8608 11555 23111 11555 Seismic force verification: Direction Base Seismic Forces ()bs) Sum Wall % Forces Difference Masses Forces Point Total Base Seismic Shear (Ibs) Sum of Sum Total mass Seismic Seismic diaphragm point factor force from masses mass N -S 106624 0 106624 0.1414 15081 0 15081 15081 0.003 E -W 106624 0 106624 0.1414 15081 0 15081 15081 10,004 www.structuralsoft.com Company Name DESIGNED EFE SOZKESEN JOB NO. 12-024 PROJECT SHOJI MASAMI CHECKED SHT OF SUBJECT 10610 S. TANTAU AVE. CUPERTINOX DATE 1-11-12 Wind Load Distribution (North/South) Elev. Z (ft) K z K zt 9 z (psq p (Wall -Windward) (psf) 0-15 0.57 1.00 9.04 6.14 20.00 0.62 1.00 9.81 6.67 21.76 0.64 1,00 10.05 6,83 p (Wall -Leeward) (psf) -3.23 p (Roof Windward) (psf) 0.00 p (Roof Leeward) (psf) -10.00 Wind Load Distribution (East/West) Elev. Z (ft) K z K zt 4 z (psq p (Wall -Windward) (psf) 0-15 0.57 1.00 9.04 6.14 20.00 0.62 1.00 9.81 6.67 21.76 0.64 1.00 10.05 6.83 p (Wall -Leeward) (psf) -4,27 p (Roof Windward) (psf) 0.00 p (Roof Leeward) (psf) -10.00 www.structureIsoft.com 4 Company Name DESIGNED EFE SOZKESEN JOB NO. 12-024 PROJECT SHOJI MASAMI CHECKED SHT OF SUBJECT 10610 S. TANTAU AVE, CLIPERTINC DATE 1-11-12 Shear line reactions and shear wall forces 1/7/20)3 Floor ID: 1st Shear line ID Reaction (lbs) Shear wall ID Shear wall forces (Ibs) Seismic Wind R° Wall type Seismic Wind 1 4543 1664 1-1 846 310 6.50 Segmented 1-2 1026 376 6.50 Segmented 1-3 829 304 6.50 Segmented 1-4 1103 404 6.50 Segmented 1-5 738 270 6.50 Segmented 4 7109 2611 4-1 1004 369 6.50 Segmented 4-2 2646 972 6.50 Segmented 4-3 2646 972 6.50 Segmented 4-4 813 298 6.50 Segmented 6 3429 1174 6-1 1247 427 6.50 Pre -manufactured 6-2 935 320 6.50 Pre -manufactured 6-3 1247 427 6.50 Pre -manufactured b 3916 2679 b-1 1732 1185 6.50 Segmented b-2 1092 747 6.50 Segmented b-3 1092 747 6.50 Segmented d 3450 2002 d-1 3450 2002 6.50 Segmented e 3933 2642 a-1 3061 2057 6.50 Segmented e-2 872 586 6.50 Segmented g 3781 2311 g-1 1891 1155 6.50 Pre- manufactured g-2 1891 1 1155 6.50 Pre -manufactured Floor ID: 2nd Shear line 1D Reaction (Ibsj Shear wall ID Shear wall forces (lbs) Seismic Wind R" Wall type Seismic Wind 2 2595 627 2-1 715 173 6.50 Segmented 2-2 579 140 6.50 Segmented 2-3 830 201 6.50 Segmented 2-4 471 114 6.50 Segmented 3 3333 806 3-1 1947 471 6.50 Segmented 3-2 1386 335 6.50 Segmented 5 2679 648 5-1 1783 431 6.50 Segmented 5-2 897 217 6.50 Segmented a 1612 651 a-1 806 326 6.50 Segmented a-2 806 326 6.50 Segmented C 2671 1079 C-1 2671 1079 6.50 Segmented f 2808 1134 f-1 2808 1134 6.50 Segmented g 11517 1613 g-1 11517 613 16.50 1 Segmented www.structuralsoft.com R LL N O Q N O 2 m � O = Z W U) W Y N O to ui LL W 0 W Z V V IAW ~ O U O v 0 to m Q U O z LU d U ul Q Q z Q V5 O d = O E N R CU U m W W a -i -) E 0 co L) a a 2 N r m m m 0] ED m N m C in cq N CN 0 C4 Ln m W O _ m S $ Q Q Q 0 Q Q T 4,= g LU _ _ _ _ _ _ o a 0 x m m m W to co — N N N N N to co Co to N m 0 0 0 0 0 0 0 0 0 0 W _ _ _ _ _ _ _ C M r N O f- E�-) co co �+7 CD t0 t('1 V' fD M O O N r r a 2 0 M $ 'y inO m0 O N O O co O to O m N to M m N N M W M W M N M N 07 It in N M co V R 'O — in in ns rnCOmrnomcooH co a v v v t°S to v r v to a � a a L oQ U7 tOn LD u0i O) m in 49i RO LO m Q H M M M M a M M I, M st - a CL N N N N M M N N C N M a d (O (p V] N N N N 04 CO N [D N � N N N N N N N N Cl) Cl) Cl) Cl) M M 1� a s N a C14 N 1) M CO N N rn m ~ in � = M CA OR LQti Ln O O1 O 'p M N N N N O O m N s a s 1C b b b b b b o b b b b s tm 5 t7 `R ;t J to to M v co to '7 D E 0 U �p N u to l LL N O 4 N j O z m = O N Z LU En w Y N O N w r w .' w z U_' W S � U D V' O U') U O z w CL D V w Q H d � N Q a S O E � ^ CA U U C W W Q � 7 E O m o � � U a V1 r co N N N O O 2 2 S = O x = _ m o m (rD ci r co � � m IT Cl) M N (D O O OD pOH a ( V V CD 0) LO LO N M N N N N (CO w M M N N � r VO r co M O ^ m n N N Q }0 Y +y0 Y R b r b r b b M o et fV of 4 r � N 4 N z O 7 I u. p N m n/ \ d Z W N W m u m aa) m m N Y N NN a a a W W N a N H 0 WW x 0 0 a O W 13U 2 Q ❑ L N d u � v 7 C O LO ma Q U O Z u H Ir W a. W U u.i a o 0 o 0 S co H Z � - Q � fn O IWO) E A z = U o o N Q C m CL m E V ' o V ' m d E O c� u� ❑ u� LL o 0 o m a 2 r - O 0 LL rdrn cc w 1 LL v m B d aloayo apoo m u m aa) m m N N a a a m a N a N C 0 C 0 0 0 O u O u W N Z o 0 o 0 S 0 0 $ - IWO) c 0 o o u� LP c� u� c u� O o 0 o o o d _C 3 3 Q G m m v) m N W N Otip Q .O o m N 0 Qoi N o N 0 o N u? (D N fD u? m u? w u� ID o O 2 p m m m � m N -a n c v CL d Fo o tq u c m c C L c Q Q Q C v E O 3 N I r4i N N a a o CL O LL LL LL LL LL 0 0 0 0 0 N N Nx xN z z z x x 'O frn1(�� In umu77 U J _N gal Q Q 1� {- N b, b, Ib Ib u5 O 0 LL rdrn cc w 1 LL d Company Name DESIGNED EFE SOZKESEN JOB NO. 12-024 PROJECT SHOJI MASAMI CHECKED SHT OF SUBJECT 10610 S. TANTAU AVE. CUPERTINO,CI DATE 1-11-12 Uplift Calculations Load Cases: 0.6D + W (0.6 - 0.14S os )D + 0.7pQ e 1st Walls 1 Post ID Shear Wall Reactlons (Ibs) Wall Net Uplift Height (ft) (Ibs) Hold Down DL W 0.7E UP2 b-1 655 -1929 -3666 11.23 -3393 HDU5W/SB 1-1 373 -825 -2929 11.23 -2774 P 1 b-1 655 -1929 -3666 ---jU 11.23 -3393 H D U5 W/ SB UP4 b-3, b-2 826 -7717 -14664 11.23 -14320 HDQ8 UP3 b-3, b-2 826 -7717 -14664 11.23 -14320 HDQ8 UP6 d-1 1360 -1570 -3519 11.23 -2953 HDU2 UP5 d-1 1360 -1570 -3519 11.23 -2953 HDU2 UP8 a-1 1404 -1563 1-3024 11.23 -2439 HDU2 UP7 e-1 1404 -1563 -3024 11.23 -2439 HDU2 UP10 e-2 400 -1563 -3024 11.23 -2857 HDU2 UP9 a-2 400 -1563 -3024 11.23 -2857 HDU2 UP12 4-2,4-3 2003 -4141 -14657 11.23 -13824 HDQ8 UP11 4-2,4-3 2003 -4141-14657 11.23 -13824 HDQ8 UP14 4-1 380 -1035 -3664 11.23 -3506 HDU5 W1 SB UP13 4-1 380 -1035 -3664 11.23 -3506 HDUS W/ SB UP15 1-1 373 -825 -2929 11.23 -2774 HDU2 UP17 1-2 486 -825 -2929 11.23 -2727 HDU2 UP16 1-2 486 -825 -2929 11.23 -2727 HDU2 UP19 1-3 393 -825 1-2929 11.23 -2766 HDU2 UP18 1-3 393 -825 -2929 11.23 -2766 HDU2 U P21 1-4 1522 -825 -2929 11.23 -2712 HDU2 U P20 1-4 522 -825 -2929 11.23 -2712 HDU2 UP23 1-5 349 -825 -2929 11.23 -2784 HDU2 www.structuraIsokcom q Company Name DESIGNED EFE SOZKESEN JOB NO. 12-024 PROJECT SHOJI MASAMI CHECKED SHT OF SUBJECT 10610 S. TANTAU AVE. CUPERTIN0,C/ DATE 1-11-12 1 st Walls UP22 1-5 349 -825 -2929 11.23 -2784 HDU2 UP25 g-1 0 -5776 -12289 10 -12289 PP UP24 4-4 308 -1035 1-3664 11.23 -3536 HDU5 W/ SB UP27 g-2 0 -5776 -12289 F777 -12289 PP UP26 g-2 0 -5776 -12289 10 -12289 PP UP38 4-4 308 -1035 -3664 11.23 -3536 HDI -15 W/ SB UP34 g-1 0 -5776 -12289 10 -12289 PP www.structuralsoft.com U. N ° / d \ k w } \ / w z o § \ k \ LO < 0 z w \ 6 / \F<— < � � w \ \ 2 e � to { § § \ CL j C in E ƒ ■ 0 NOO140 a = _ 2 ) > § § $ \ / co � 2d 2 CL «a in / ) \ k� 2f m & t $ � f � \ { t § \ \ k { { { a \k ) / k ) km / = CL 2 -or- 2 \ J 0 / G k �c 7 § § § ƒ a & ƒ) E uj `k ± }0 to ) L)0) E \ E 2 #£ + \ j CL c » = e G ) k \ \ af] / � g 2 \ , o / / \ \ m gm � � � £ 6c k - \ p ~ ( t # & / ] 7 3 \§ \ ] ` U) U) 'CO me � 7 I J k £ ] \ \ k/k{k\ $ 2 go = _ 2 ) > § § $ � ± � 2d 2 «a in \ k� 2f m & t $ � f � ) \ { 2« \ $CL \k ) / f = LT ) J G �¥ § ƒ) § / L)0) E \ = § 2 #£ + ) k \ \ � z / \ / � � £ 6c k - \ c ( £ \ \§ ] o U) U) 'CO me \ 7 I J E 8 r CUPERTINO STATEMENT OF SPECIAL INSPECTIONS, 20110 CBCJUNyg COMMUNITY DEVELOPMENT DEPARTMENT ^ BUILDING DIVISION 2�IC ALBERT SALVADOR, P.E., C.B.O., BUILDING OFFICIALo 10300 TORRE AVENUE " CUPERTINO, CA 95014-3255 (408) 777-3228 ^ FAX (408) 777-3333 " buildingna,cuoertino.org SITE ADDRESS 0 � O APN e O BlP1# {S�, Owner................ 11........1:..1�.1--............................................... Address .... l .0.0....1�3... i -q .............................. 1 n� ^� 4.... Contractor...�...........®.......!................................... Address.....` �.. ............................................ �j 1..q.. �9q City/St... Zip...q.: . PhonE.w..sr. 36 City/St-H .. 0.04..i?� Sf . Zip `..%...PhonX '..Ed..'... Date:../ Owner Name: c+l' .'stt�� � X.Q�......... Applicant ...ti1.4�.yV�1p...4 trTH.................................................. Engineer/;Architect.�.},,p 1N�................................... Address..KZ.V..1V...CT........................................................................ Address ;8®g o�, t"4 � �s� �,go City/St. ..V' .. Zip.. !.�.1..........Phone 6 ................................. ... ........,.....► ............................. City/StCAK?rdrwU.Zip% Phone �7 �. .............. . . PROJECT DESCRIPTION: This "STATEMENT OF SPECIAL INSPECTIONS" is submitted in fulfillment of the requirements of CBC Sections 1704 and 1705. This form is structured after and used by permission from the Structural Enqineer Association of Northern California's (SEAONC) mode statement of Special Inspections. Also, included with this form is the following: ❑ "LIST 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 summarizes the Special Inspectiopp,and.testa required. -Special Inspectors will refer to the approved plans and specifications for detailed special '4 inspection requirements. Any additional tests and inspections required by the approved plans and specifications shall also I t ' be performed. .f S c I s I a sti P1 in accordance with the approved plans and specifications, this statement and CBC S i 1 7, rim reports will be submitted to the Building Official and the Registered Design Pr s na n C e rd � with CBC Section 1704.1.2. A Final Report of Special.lnspections documenting required Special Inspections, testing and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy (Section 1704.1.2). The Final Report will document: • Required special inspections. • Correction of discrepancies noted in inspections. The Owner recognizes his or her obligation to ensure that the construction complies wi ` ared permit docume implement this program of special inspections. In partial fulfillment of these obligations, II retain and dire f01'i'h� Special Inspections as required in CBC Section 1704.1. Wil IAg Dppb1F s)M This plan has been developed with the understanding that the Building Official will: • Review and approve the qualifications of the Special Inspectors who will perf ction n y� • Monitor special inspection activities on the job site to assure that the Special Inspectors are qu a a orming their duties as called for in this Statement of Special Inspection. R�VIClN�D FOR • Review submitted inspection reports. PLMC E • Perform inspections as required by the local building code. Rayletwed By: I have read and agree to comply withJhe terms and conditions of this statement Prepared By: Project X Engineer ❑ Architect _ i ' Registered Design Professional in Charge Signature....., .UCA .......!! ...Q Date:../ Owner Name: Owner's Authorization Si nature.............................................................................Lic.# ..............................................Date:.............................. Inspection Agency / Inspector ame: ,5 i o Si nature.......... ............................ Lic.# ..............................................Date:.... . d.L!.....r. Buil&;b Offiaal: Building O�cial'sA�e Acceptance Signature.......... .. .....L............Lic.#..............................................Date:......Ff PJ SpecialnspectionForm 2012.doc revised 03120/12 I C� STATEMENT OF SPECIAL INSPECTIONS, 2030 CBC COMMUNITY UEVELOPI:IENT DF.PARTW:ENT • t3UILQING DIVISION ALBERT SALVACOR, P E C B O. BUILDING OFFICAL CUPERS'IN0 10300TORREAVENUE •CUPERTINO CA 95014$255 (408) 777-3228 • FAX (431777-3333 • h i{ SITE ADDRESS ac t o , j(�+"5� .0 APN T•f S _ 37p -O I z SPS# j�/ {,5 Ovrner...�...........rr.......m�*.1...p.....1:..1.x'7-�'V�-y-�1 Yt .. Address....IQ G.I.V..._Q..... . la.1t 1L . }1,W. ...... .. _.... Contrauor 7A1..A.�.......!.Y.�+.................................... Address.... Cay/5t... 4r,��1!tR .Q�.......�ZpA... ..�.....` .... Pnonei!:.v.. X18 CilylSt..t j'iL. tP...t.^.SoM. Z,iAp.'.Dec'!��t!�.1....Phone).5.. ......I /.R'... C� Applicant....,ea/.......-11►....V�P�l....1.Fy�................................................. EngineeriArchitect.�f��.lZ.4':,x,��>'1`�Mp.................................... Adaress..)`t2.t B. r:.............................................................. Address .�0� a-.:4'.�'4'�1;1 A --.&*,t 49 ................... City/StCARIZZLL............. Zip.tw?. ..Phone`t' ..��. PROJECT DESCRIPTION: This "STATEMENT OF SPECIAL INSPECTIONS' is submitted in fulfillment of the requirements of CBC Sections 1704 and 1705. This form is structured after and used by permission from the Slmrt:gml I;ng_r eri s=.fir = _ __ f 7 (SEACNC) mode statement of Special Inspections. Also, included with this form is the following: ❑ 'LIST 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 summarizes the Special Inspections and tests required. Special Inspectors will refer to the approved plans and specifications for detailed special inspection requirements. Any additional tests and Inspections required by the approved pians and Specifications shall also be performed. Special Inspections and Testing will be performed in accordance with the approved plans and specifications, this statement and CBC Sections 1704, 1705, 1706, 1707, and 1708. Interim reports will be submitted to the Building Official and the Registered Design Professional in Responsible Charge in accordance with CBC Section 1704.1.2. A Final Report of Special inspections documenting required Special Inspections, testing and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy (Section 1704.1.2). The Final Report will document: Required special inspections. • Correction of discrepancies noted in inspections. The Owner recognizes his or her obligation to ensure that the construction complies with the approved permit documents and to implement this program of special inspections. In partial fulfillment of these obligations. the Owner will retain and directly pay for the Special Inspections as required in CBC Section 1704.1. This plan has been developed with the understanding that the Building Oficial will: • Review and approve the qualifications of the Special Inspectors who will perform the inspections. • Monitor special inspection activities on the job site to assure that the Special Inspectors are qualified and are performing their duties as called for in this Statement of Special inspection. • Review submitted inspection reports. • Perform inspections as required by the local building code. 1 have read and aaree to comoN with the terms and conditions of this statement Prepared By: M neer O PN'�oct Eng's R istered Desig- Prefassional in Char a S' nature. Owner Name: 0wM,`5/�— Inspection Agency / Inspector Name: 5: ere ... _. - .__. ._.. ._. ._.... . _ . Lie# Building Official: swirling Mdaars AcCepMncWe si nature. .. ...... .. ........_._ .._ r>ctt _.. ,.. .. _...... .os.>. ..... ...... Speciahis7mciianPann 2012,i✓e revised 03 20,12 UST OF SPECIAL [IMSPEC T M AGEMUES 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 following are the testina and special inSDection agencies that will be retained to conduct tests and inspection on this Droiect: EXPERTISE FIRM / INSPECTOR INFORMATION 1. Special Inspection (except for �t Firm......... Cdr........... �ypq��� Aq� �1.�................ geotechnical) City....Y:lr.'i.t�.tti?Y..R..M. ...........�...s......./..... ...... State ..... ....P.. ... ......Zip ........... . '�.....Email Telephone..�.lo-sod.d.a� ax ^...0 .- ....? ......................................................... 2. Material Testing Firm.....................................................................Addr......................................................................................... City.......................................................................................................... State .......................Zip ...................... Telephone.......................................Fax............................................ Email......................................................... 3. Geotechnical Inspections Firm.....................................................................Addr......................................................................................... City...............................................................................I........ I................. 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 9705.3.6) 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. bMND REQUIREMENTS Section 9705.4.9 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 03/20112 2011 CITY OF CUPIERTINO BUIIILDENG PIERMTr PLAN CHECK COMMENTS CONTACT PERSON f7 l ! !' d/%1�c FAX NO: ZLae ADDRESS: DATE:— PROJECT DESC: PERMIT NO: 1,20,20/// OWNER: A,%6 ,4 9 I�1 The departmentslagencies checked below have reviewed your plans. Attached are copies of the comments. Pleaseevr and make the rewired changes. Resubmit / copies of the plans 71'O THE IE$12LDINg D EIf (with written resDonses to the comments Tiom all dense rtments attached to each set of plans. Incomplete submittals Will not be acceped. Note: All departments who previously reviewed the plans will need to re-cbeck them regardless of prior approval. All reaubmittals need to be submitted to the Building Department. Pians submitted directly to other departments (bypassing building) will not be valid. NOT APPROVED/APPROVED BY01111Uf A BUILDING (job, oftDce) OUTSIDE (job, office) (l1 NWA PLANNING PUBLIC WORKS roc. ERE DEPARTMENT � ANITdRY DISTRICT V HEALTH DEPARTMENT IIIIIIIIIINNEEME ASSESSOR Note: Initial plan check fee Includes I" and god plait checks. Additional re -submittals will be subject to additional plan check fees. j+ Note: Permit applications are valid for 6 months from the orate of applicationC After 6 months the application expires and new fees will be required. Bullding Department APR 6 w REVIEWED FOR C COMPLIANCE Reviewed By: FW/ APR R 9 Z01Z S U BE � T TA L e" r: COMMUNITYPLUS V8.1 DATE: 03/07/2012 TIME: 07:40:40 SELECTION CRITERIA: BLDG PAGE NUMBER: 1 CITY OF CUPERTINO MODULE pinrvrpt: PLAN REVIEW STOP REPORT PERMIT NUMBER: 12020111 - PRIGGE ROBERT E AND MASAM TYPE: 1R3SFDW PARCEL ID 37537012.00 PARCEL ADDRS 10610 S TANTAU AVE CUPERTINO, CA 95014 APPLY DATE 02/24/12 ISSUE DATE C/O DATE ------------------------------------------------------------------------------- REVIEW STOP: BLDG - BUILDING DEPARTMENT REVIEW REV NO: 1 STATUS: N DATE: CONT ID: REVIEW SENT BY: DATE: 03/07/12 DUE:03/12/12 TINE SPENT: 0.00 REV RECEIVD BY: SEAN DATE: 02/27/12 SENT TO: REVIEW NOTES: 02/27/2012 CONSTRUCTION NEW SINGLE TWO(2)STORY FAMILY DWELLING,(3480SGFT)SANITARY IS SUNNYVALE'S JURISDICTION. A written response letter clearly addressing each item is required. Re -submittal without a response letter will be considered incomplete. Responses must fully address the comment and indicate where items are located. Any changes to the drawings or calculations requires a delta -revision cloud bubble around the changes, and a date stamp indicating when the changes were made. For any questions regarding the Building Comments, please call (408) 777-3235. Provide (2) wet stamped and signed copies of a 9 0 w� e r view letter from the Geotechnical/Civil Engineer for the foundation plan and details to show that he/she has a4 reviewed them and that the overall project design is in general conformity with the geotechnical soils engineering recommendations for the proposed construction. (R401.4.1.1) %Provide (2) copies of the completed CalGreen a.cklist 0 Residential. For can be obtained at the City of Cupertinons website (www.cupertino.org) or of the Building Department permit center. Qe3. The field welding will require the submittal of a ial inspection form. Provide (2) copies of the leted and signed Special Inspection Agreement, Forme, and Recognized Agency List. Form may be obtained at the City of Cupertino's website (www.cupertino.org) or at the Building Department permit center. ?� V<Ad �'x 60� � A b cSheet Clarify in the scope of work why the onics are ere going to be under separate permit when the balconies az® included in the azchitectural and /! structural plans and detail. Sheet T1.01: Indicate in the project data that the a e �`..� re idence will have fire sprinklers installed and lyj,((�.v.' 1 COMMUNITYPLUS Va.l PAGE NUMBER: 2 DATE: 03/07/2012 CITY OF CUPERTINO MODULE pinrvrpt: PERMIT NUMBER: 12020111 - PRIGGE ROBERT E AND MASAMI TYPE: 1R3SFDW PARCEL ADDRS : 10610 S TANTAU AVE CUPERTINO, CA 95014 provide a note which states: " Automatic residential fire sprinkler systems shall be designed and installed in accordance with NFPA 13D or Section R313 (8313.2.1)^. Sheet T1.61: Indicate on title sheet the o upancies (R3 S U) and the type of construction (Va). Sheet T1.01: Provide note on the title sheet to li t all the deferred submittal items, such as pool and roof mounted photovoltaic system. Sheet T-24: The designer or owner needs to sign th statement of compliance (page five of the CF -1R form). Sheet A1.02: The labels on the left side of the 61 plan have been cut off, please correct on the �-� /% re -submitted plan seta. / Sheet A2.01: The gas meter is incorrectly labeled !%h keynote 8.02, please revise to clearly call out the location of the gas meter. 444 Sheet Aident Provide a doar, window and skylight a edule to identify the type sad sizes of all windows and doors as shown on the floor plan. Also identify in the achedules which doors and windows which will be tempered per 8308.1 to meet the safety glazingOR requirements. Indicate the manufacturer's of the a . skylights or show compliance to 8308.6. Sheet A2.01: Clearly indicate on plan an exterior ling at the living room exit door that is the width 'v)A\ //jF yy,, ` a vt / of the door and a minimum 36 inches in the direction of travel per R311.3. Clearly indicate on plan that all (XS' exit doors shall have a landing at the exterior meeting L� •®� the requirements of 8311.3. 1 Sheet f stairs Inhall on plan that the guard gat : l^ op n aide of stairs shall comply with the following:`�v'CY�j"U�„' ® � or, The triangular opening at the open side of a stair, formed by the riser, tread and bottom rail of a guard shall not allow passage of a sphere 6 inches in t .® I ��,(%?1 C4 AZ -0 diameter. Guards on the open sides of stairs shall not have openings which allow passage of a sphere 4-3/8 Ag inches in diameter (R321.3). C� COMMUNITYPLUS V8.1 PAGE NUMBER: 3 DATE: 03/07/2012 CITY OF CUPERTINO MODULE pinrvrpt: PERMIT NUMBER: 12020111 - PRIGGE ROBERT E AND MASAMI TYPE: 1R3SFDN PARCEL ADDRS : 10610 S TANTAU AVE CUPERTINO, CA 95014 Sheet A2.01: The plan indicates the installation e Q o en outdoor shower. The 2010 CPC Section 304.0 V requires that this fixture drain to the sever system. fib// The problem is Section 714.2 states that no rain, surface or subsurface water shall drain into the sewage disposal system. Either remove the fixture or show how rain water is to be diverted from entering the drain. Sheets A2.01 & A2.02: Revise/u date keynote 6.01 , to call out a smooth, hard, nonabsorbent surface in tt&. showers to a minimum of 72 inches per R307.2. I°� Sheet A2.02: Provide and reference a detail for j lgYte propose interior and exterior guardrails showing®�•� compliance to the requirements of R312. Or provide a copy of the manufacturer's specifications and ] installation instructions for review as noted on the ' structural plan sheets. 'h7. Sheet A2.02: Indicate on plan that the balcony aHpve the living room shall be waterproofed and have mi mum 2h elope for drainage. Provide and reference details showing flashing at the walls, the slope of the deck/balcony, method of waterproofing, drains, etc.j� ®9l� 6 �6a "" Sheet A2.02: Indicate on plan that winder treads ..h.11 comply with Section R311.7.3. Provide a 10 inch 6 minimum tread at walkline (12 inches from narrow aide) and width of run shall not be less than 6 inches at any nn pp point (R311.7.4.2) A? -.0Z to \1. Sheet A2.02: Specify on the plan how the planter q'��� on balcony 1 is to be waterproofed and drainage to 6� avoid damage to the balcony framing. See section ' detail D and detail 5/SD5. w", **1K. Sheet A3.02: Provide a detail for the glass block openings showing compliance to 8610 or indicate that the units will be a listed manufactured assembly. hSheet A4.01: Revise the labeling on Section 1aid ail A to call out the dining room instead of living roam. sheet A6.01: Clarify compliance in bathroom b -1 e sen bedrooms 02 & 3 for the following: Bathrooms, ,,ate closet compartments, and other similar rooms shall be provide with minimum glazing area of 3 square COMMUNITYPLUS V8.1 PAGE NUMBER: 4 DATE: D3/07/2012 CITY OF CUPERTINO MODULE pinrvrpt: PERMIT NUMBER: 12020111 - PRIGGE ROBERT E AND MASAMI TYPE: 1R3SFDW PARCEL ADDRS : 10610 S TANTAU AVE CUPERTINO, CA 95014 feet, one half openable. The glazed areae are not I o required where artificial light and mechanical l�yi11�6006�� ventilation of 50 CFM intermittent or 25 CFM continuous ventilation provided (R303.3). Sheet A6.01: Indicate on plan that approved � 'Me�". carbon monoxide alarms shall be installed outside of L Q J each separate sleeping area in the immediate vicinity of the bedrooms and on every level including basement in dwelling unite that have fuel -fired appliances or attached garages (R315.1). 4. Sheet A6.01: Provide approved model (ICC or UL n er) for factory -built electric fireplace. Sheet A6.01: Indicate on plan how all lights are to comply with the mandatory lighting requirements of Section 150(k) of the 2010 CA Energy Code or call out all high efficacy luminaires on the electrical plan. x ue Sheet A6.01: Indicate on plan the installation of et fano per the requirements for Indoor Air Quality and Mechanical Ventilation (07 CEC, Sec.150 (o)): 1)000 Local Exhaust Ventilation: a)003 Bathrooms: Provide an exhaust fan ducted to the outside with a minimum ventilation rate of 50 cfm. b)004 Kitchens: Provide an exhaust fan ducted to the outside with a minimum ventilation rate of 100 cfm. 210$4 Whole -Building Ventilation: a)aad Indicate on plan location of the whole -building continuous exhaust fan with a minimum ventilation rate of cfm. (Q-cfm - 0.01(floor area) a 7.5(0 of bedrooms a 1) 7. Sheet A6.01: Indicate on electrical plan the i tallation of smoke detectors on the ceiling or wall out of each separate sleeping area in the immediate vicinity of bedrooms. Sheet A6.01: Indicate on plan the installation of we therproof GFCI protected outlets on the first floor rear patio and second story rear balcony, (210.52(E)(3) CEC) & (210.52(E)11) CEC) Sheet A6.01: Update electrical note All to match th following: All branch circuits supplying receptacles in family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, Gunrooms, recreation rooms, closets, hallways and similar rooms or areas shall be protected by a listed arc -fault COMMUNITYPLUS V6.1 PAGE NUMBER: 5 DATE: 03/07/2012 CITY of CUPERTINO MODULE pinrvrpt: PERMIT NUMBER: 12020111 - PRIGGE ROBERT E AND MASAMI TYPE: 1R3SFDW PARCEL ADDRS : 10610 8 TANTAU AVE CUPERTINO, CA 95014 circuit interrupter (APCI). (210.12(B) CEC) Sheet A6.01: Provide the following as electrical rI15 n sheet notes: a) In every dwelling unit, fixed appliances such as food waste grinders, dishwashers, washing machines, dryers laundry tray locations, built-in refrigerators or freezers, furnaces, AC units, built-in heaters or any other fixed appliance with a motor of M -c h.p. or larger shall be on a separate 20 amp. branch circuit. (422.10 CEC) b) In all area specified in 210.52, all 125 -volt, ]S- and 20- ampere receptacles shall be listed tamper-resistant receptacles. leSheets S-1 & S-2: Identify the column at the erior of the garage opening where beams FB -7 & FB -10A intersect and provide and reference details for the connection at top and bottom. Sheets S-1, S-2 & S-3: Provide the grid lines on p sheets as indicated on the architectural and structural calculations for the design. Sheet S-2: Revise the sizes of members FB-lA & H on the plan to match what has been designed on pages #22 & 23 of the structural calculations. Sheet S-2: Provide and reference details for the c actions of the poste to steel and PSL support beams ae hown on the framing plan. Sheet S-2: Provide and reference details for the au ort connections for FB -3. Sheet S-2: Provide and reference details for the `s port connections for FB -10A. Sheet S-2: Provide and reference a detail for the co action of PB -4 to HDR -1. 38. Sheet S-3: Provide the connections of the aluminum screens at the second story balcony or provide the manufacturer'e specifications/installation instructions to show recommended connections. ------------------------------------------------------------------------------- MV MS Engineering & Aagociagesinc. Consulting Structural Engineering Services 2105 S. BASCOM A VE. SUITE 260 (408) 377-6504 xaaalxrrrr�r<clidxxrsexxixxeerixtl;,rxNE CAMPBELL, CA 95008 (408) 377-6518 (Fax) DATE: PROJECT ADDRESS: OWNER: PIAN CHECK #: 04-10-2012 10610 S. Tantau Ave. Cupertino, CA Prigge Residence 12020111 RESPONSE 7l'O STRUCTURAL PLAN CHECK C®ItVlrllvlHENTS. )1l1' Done. Please see revised S-2 showing the post size and the connection detail. Done. Please see all 3 sheets for the added grid line. Done.,Please see revised calculations for the new sizes. All 3 steel beam connections are now called out with specific details. 3Please see called out details 9/SD-3 , 7/SD-7 and 1/SD-7 for the connections. ,6. Please see called out details 5/SD-7, 3/SD-7 and 6/SD-7 for the connections. FB -4 is now extended to have a hanger for better stability. Done. Please see added detail for typical installation detail. ®'?%C5ES.Sr' Done. ]Please call our office if you have any questions. � E99. OEM Regards, op�o���� lEfe Sozkesen lea oud Sanatkhani, FE MS ]Engineering PAGE 1 OF 1 Project: Sh6p-Masami Location: FB -1 B /REVISED Multi -Loaded Multi -Span Beam (2009 International Building Code(2005 NDS) 1.75 IN x 11.875 IN x 12.25 FT 1.9E Microllam -iLevel Trus Joist Section Adequate By: 155.3% Controlling Factor: Deflection page Efe Sozkesen MS Engineering 2105 S. Bascom Ave. #260 Campbell, CA 95008 DEFLECTIONS Center as Fb = 2600 psi Live Load 0.11 IN L/1346 2604 psi 41.13 in3 Dead Load 0.05 in CF= 1.00 20.78 in2 Total Load 0.16 IN 0919 Shear Stress: Fv = Live Load Deflection Criteria: U480 Total Load Deflection Criteria: U360 Fv' = 265 psi REACTIONS A B Cd=1.00 3M lb Live Load 613 Ib 613 Ib Modulus of Elasticity: Dead Load 285 Ib 285 Ib 1900 ksi E' = Total Load 897 Ib 897 Ib Comp. -L to Grain: a.P Bearing Length 0.68 in 0.68 in Fc - -L'= _.- — - -- _ BEAM DATA Center 1225ft-� .- Span Length 12.25 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 12.25 ft Live Load Duration Factor 1.00 UNIFORM LOADS Center Notch Depth 0.00 Uniform Live Load 100 plf Uniform Dead Load 40 plf MATERIAL PROPERTIES Beam Self Weight 6 plf 1,9E Microllam -iLevel Trus Joist Ad B e Values usted Total Uniform Load 146 plf Bending Stress: Fb = 2600 psi �__. Fb' = 2604 psi 41.13 in3 Cd=1.00 CF= 1.00 20.78 in2 Moment of Inertia (deflection): Shear Stress: Fv = 285 psi Fv' = 265 psi Shear. Cd=1.00 3M lb Modulus of Elasticity: E = 1900 ksi E' = 1900 ksi Comp. -L to Grain: Fc -1= 750 psi Fc - -L'= 750 psi Controlling Moment: 2748 ft -Ib 6.12 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -754 Ib At a distance d from right support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 12.66 in3 41.13 in3 Area (Shear): 3.97 in2 20.78 in2 Moment of Inertia (deflection): 95.66 in4 244.21 in4 Moment: 2748 ft -Ib 8924 ft -Ib Shear. -754 lb 3M lb Pr sect: Shoji-Masami Efepage MS SozkesEngineering / Location: FB-1A/REVISED , F -1 MS Engineering Multi-Loaded Multi-Span Beam °? 2105 S. Bascom Ave. #260 of [2009 International Building Code(2005 NDS) Campbell, CA 95008 1.75 IN x 11.875 IN x 12.25 FT 1.9E Microilam - iLevel Trus Joist StruCalc Version 8.0.111.0 3!19!2012 12:38:57 PM Section Adequate By: 155.396 Controlling Factor: Deflection DEFLECTIONS Center Live Load 0.11 IN U1346 Dead Load 0.05 in Total Load 0.16 IN U919 Live Load Deflection Criteria: Ll480 Total Load Deflection Criteria: U360 REACTIONS A B Live Load 613 Ib 613 Ib Dead Load 285 Ib 285 Ib Total Load 897 Ib 897 Ib Bearing Length 0.68 in 0.68 in BEAM DATA Center Span Length 12.25 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 12.25 ft Live Load Duration Factor 1.00 UNIFORM LOADS Center Notch Depth 0.00 Uniform Live Load 100 plf MATERIAL PROPERTIES Uniform Dead Load 40 pif 1.9E Microllam -iLevel Trus Joist Beam Self Weight 6 plfTotal Uniform Load 146 plf Base Values Ad usted Bending Stress: Fb = 2600 psi Fb' = 2604 psi 41.13 in3 Cd=1.00 CF= 1.00 20,78 in2 Moment of Inertia (deflection): Shear Stress: Fv = 285 psi Fv' = 285 psi Shear: Cd=1.00 3948 lb Modulus of Elasticity: E = 1900 ksi E' = 1900 ksi Comp. I to Grain: Fc - t = 750 psi Fc - -L= 750 psi Controlling Moment: 2748 ft -Ib 6.12 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -754 Ib At a distanced from right support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: geg'd Provided Section Modulus: 12.66 in3 41.13 in3 Area (Shear): 3.97 in2 20,78 in2 Moment of Inertia (deflection): 95.66 In4 244.21 1n4 Moment: 2748 ft -Ib 8924 ft -Ib Shear: -754 lb 3948 lb CCMMUNITYPLUS V8.1 PAGE NUMBER: 1 DATE: 03/13/2012 CITY OF CUPERTINO NODULE Plnrvrpt: TIME: 14:30:39 PLAN REVIEW STOP REPORT SELECTION CRITERIA; PLANNING PERMIT NUMBER: 12020111 - PRIGGE ROBERT E AND MASAM TYPE: IR3SFDW PARCEL ID 37531012.00 PARCEL ADDRS : 10610 S TANTAU AVE CUPERTINO, CA 95014 APPLY DATE 02/24/12 ISSUE DATE C/O DATE ------------------------------------------------------------------------------- REVIEW STOP: PLANNING - PLANNING DEPARTMENT REVIEW REV NO: 1 STATUS: N DATE: 03/13/12 CONT ID: REVIEW SENT BY; Simony DATE: 03/13/12 DUE:03/12/12 TIME SPENT: 0.00 REV RECEIVD BY: SIMON DATE: 03/13/12 SENT TO: REVIEW NOTES: 02/21/2012 CONSTRUCTION NEW SINGLE TWO(2)STORY FAMILY DWELLING,(3480SQPT)SANITARY IS SUNNYVALE'S JURISDICTION. 03/13/2012 (BELOW COMMENTS REQUIRE RESUBMITTAL) 1. ON SHEET A1.02, PLEASE REMOVE REFERENCES TO THE ARBUTUS MARINA TREES AND CANOPIES, RBDRAW WITH ^® ALTERNATING PITTOSPORUN EUGENIODES AND PITTOSPORUM TENUIFOLIUM SHRUBS SETBACK AN ADDITIONAL FOOT (WEST) IN THE PROPERTY PER NEIGHBOR COMMENT. 2. ON SHEET A1.02, THERE IS A NOTE THAT THE FRONT YARD TREES HAVE BEEN WAIVED BY THE NEIGHBORS, WHEN IN FACT IT IS THE ITALIAN CYPRESSES TREES IN THE SIDE YARD NEXT p o"e TO 10620 S TANTAU AVE THAT HAVE BEEN WAIVED. PLEASE REMOVE THIS REFERENCE. 3. ON SHEET A1.02, AN ARBUTUS MARINA TREE ON THE SIDEYARD/NORTHERN PROPERTY LINE IS OMITTED BUT WAS INCLUDED UNDER RESIDENTIAL APPLICATION %gobo R-2011-15/RM-2011-27 FOR PRIVACY SCREENING FROM THE SECOND STORY DOOR. PLEASE INCLUDE TREE OR PROVIDE A PLANTING WAIVER FROM THE NEIGHBOR. ALSO, PLEASE REDRAW THE 30 DEGREE ANGLES FROM THE WINDOW JAMBS FACING THE SIDEYARD/NORTHERN PROPERTY LINE. 4. ON SHEET A1.02, PRIVACY PLANTING IS REQUIRED OFF OF ALL ACCESSIBLE SECOND STORY BALCONIES (NOT JUST 30 I•� DEGREES FROM THE WINDOW/DOOR JAMB ANGLES). PLEASE 2. PROVIDE ADDITIONAL PRIVACY PLANTING ALONG THE SIDEYARDS WHERE THE REAR BALCONY IS, OR PROVIDE A WAIVER FORM FROM ADJACENT NEIGHBORS WHO WISH TO WAIVE THE PRIVACY SCREENING OFF OF THE BALCONY, ytl a 5. ON SHEETS A3.01 & A3.02, PLEASE REMOVE ANY TREE RENDERINGS DEPICTED ON ELEVATIONS F THEY ARE Tp BE REMOVED/NOT TO BE PLANTED. �• �,y��_�� • e 1015, �✓`O."/i (BELOW COMMENTS NAY BE REDLINED) 6. ON SHEET A-1.01, PLEASE INDICATE THAT THE STRUCTURE ^ta TO BE DEMOLISHED IS COVERED UNDER THE18SC41PE RANOTHER PERMIT (N 12020125). E v� 7. ON SHEETS A1.01 & A1.02, PLEASE REMOVE REFERENCES TO COMMUNITYPLUS V8.1 PAGE NUMBER: 2 DATE: 03/13/2012 CITY OF CUPERTINO MODULE pinrvrptc PERMIT NUMBER: 12020111 - PRIGGE ROBERT E AND MASAMI TYPE: 1R3SFDW PARCEL ADDRS 10610 S TANTAU AVE CUPERTINO, CA 95014 PROTECTING THE EXISTING TREES IN THE FRONT YARD AREA AS __pp``'' �r ,moo l "��" ''''������666886 THEY HAVE ALREADY BEEN REMOVED AND DID NOT REQUIRE PRIOR CITY AUTHORIZATION. ALSO, INCREASE THE FORT SIZE OF THE SPECIES OF THE TREES. S. ON SHEET A1.01, PLEASE FULLY SPELL OUT THAT THE®.../1 ARECAE PALM TREE IN THE REAR YARD WILL BE REMOVED, 9. ON & A1.02, PLEASE REVISE THE EXISTING IGHSHEETSPE CE TO 6 FT HIGH 6 FT HIGH FENCE TO REMAIN WITH: TAILED I FENCE TO BE REPLACED WITH ONE DETAILED IN RfiSIDBNTIAL 1 APPLICATION R-2011-18/RM-2011-27. ° � 10. ON SHEET A1.0, PLEASE POINT TO THE NEW FRONT YARD TREE WITH AN ARROW (CRSPS MYRTLE). mo ,j•�' qwf/ )e®� 11. ON SHEET A1.02 ON THE PRIVACY PROTECTION/LANDSCAPE ' PLAN, IT IS INDICATED THAT A STREET TREE IS TO BE MOVED TO THE LEFT OF THE PROPERTY, BUT THE TREE IS NOT ILLUSTRATED. ARE YOU REFERRING TO THE FRONT YARD TREE, OR ARE YOU REFERRING TO A STREET TREE7 REMOVAL/RELOCATION OF STREET TREES IS NOT PERMITTED � wAs�O q UNLESS JONATHAN FERRANTE, THE TREES/PUBLIC RIGHT-OF-WAY SUPERVISOR, HAS APPROVED IT. PLEASE CONTACT HIM AT 408-777-3343 FOR MORE INFORMATION OR REMOVE REFERENCES TO THE STREET TREE ALTOGETHER. 12. ON SHEET A1.02, A NEIGHBORaS WAIVER WAS RECEIVED TO NOT PLANT TWO (2) ITALIAN CYPRESS TREES. HOWEVER, YOU HAVE INDICATED ON SHEET A3.02 THAT THE WINDOW SILL HEIGHTS HAVE BEEN RAISED OVER 5 FT, WHICH DOES NOT onto REQUIRE PRIVACY PLANTING. PLEASE REVISE WINDOW BILL HEIGHT ON SHEET A3.02. ft'o (61�� ON SHEET A1.02 ON THE SITE PLAN, PLEASE REVISE IN INCLUDE THE TEXT NEXT TO THE SIDEYARD/NOATAERN PROPERTY LIN81 IT I8 PARTIALLY CUTOFF OFF AND DIFFICULT TO READ. 14. ON SHEET A1.02, PLEASE INCLUDE THE LANDSCAPE CALCULATIONS INCLUDED UNDER RESIDENTIAL APPLICATION R-2011-18/RM-2011-27, BE SURE TO INCLUDE THE SQUARE FOOTAGE OF THE POOL IN THE LANDSCAPE AREA CALCULATION. 15. ON SHEET A1.02, THE DRIVEWAY WIDTH HAS INCREASED 4 FT FROM 16 PT FOR A TOTAL NEW WIDTH OF 20 FT, PLEASE REVISE CURB CUT TO REFLECT WIDER DRIVEWAY NIDTH. 16. ON SHEET A1.02, PLEASE REVISE THE IMPERVIOUS SURFACE AREA CALCULATION FROM 570 SO FT TO 1,160 SQ FT (57 X 20, NOT 57 X 10). THE FRONT YARD AREA IS 20 FT.. DEEP, NOT 10 FEET DEEP. 17. ON SHEET A1.02, PLEASE IDENTIFY THE LOCATION OF THE SECOND STORY SETBACKS ON THE BITE PLAN FOR THE REAR BALCONY WITH A DOTTED LINE, AS INDICATED ON RESIDENTIAL APPLICATION R-2011-18/RM-2011-27. COMMUNITYPLUS V8.1 PAGE NUMBER: 3 DATE: 03/13/2012 CITY OF CUPERTINO MODULE pinrvrp[: PERMIT NUMBER: 12020111 - PRIGGE ROBERT E AND MASAMI TYPE: 1R3SFDW PARCEL ADDRS : 10610 S TANTAU AVE CUPERTINO, CA 95014 18. ON SHEETS A3.01 AND A3.02, PLEASE REVISE THEED- MAXIMUM ALLOWED BUILDING HEIGHT FROM 25 FT TO 28 FT. 11 -SA 19. ON SHEETS A3.01 AND A3.02, PLEASE REMOVE REFERENCES p TO THE PERIMETER WALL HEIGHT, AS THAT RULE IS NO LONGER APPLICABLE. Y®, s 11 Q_�q/dU 20. ON SHEET A3.02, PLEASE INDIVIDUALLY LABEL ALL )n� WINDOW HEIGHTS ON THE SECOND STORY, MEASURED FROM THE g WAS (GENERAL (0 SECOND FINISHED FLOOR TO THE WINDOW SILL./Q �t� 1 (GENERAL COMMENTS) 21. A PRIVACY PROTECTION COVENANT SHALL BE RECORDED PRIOR TO FINAL OCCUPANCY IDENTIFYING THE PRIVACY TREES , AND FRONT YARD TREE AS PROTECTED TREES. YOU WILL REED�� TO SUBMIT THE PRIVACY PLANTING PLAN ON A REDUCED SIZE SET OF PLANS (11 IN X 11 IN) ALONG WITH A PRIVACY PLANTING AFFIDAVIT COMPLETED BY AN ARBORIST OR LANDSCAPE ARCHITECT TO PLANNING PRIOR TO FINAL INSPECTIONS. A HOLD WILL BE PLACED ON THE PERMIT UNTIL PROOF OF RECORDATION IS OBTAINED. PLEASE CONTACT SIMONY FOR MORE INFORMATION. ---------------------------------- -------------------------- Public Worke Plmn Check C.ontment@ Project Address: # U��-/Q S 724 CZ& APN: Project Scope; f�� c� Building Permit #: X.7,;,o // Develops nor Orcie one): / Phone Number. �8 $/� Archtect/Engineer (circle one): S 4ey Phone Number. Plftj Fila #y Z� S� , C4 The following marked items are required by Public Worko DepaAmant. Provide written responses with rosubmlttels. If you have spx& questions regardtog these commmu, corrmct Chad Moslev at (408) 777-7604, Pleato provide project address when mWng. Ragd i9ta4o Cowtpto4ad ` Pay Pudic Works Plan Ctreck 8 Inspection Fee: 3 597.00 (01104531) S x Copy of Grant Deed and Current Title Report Development Agreement for Public Works Improvements' Required work In the public right-of-way. Cleary show and dimension on site or Improvement plan. Include applicable Chy standard details on the plane: DesoO on Standard Detall Unit Price, Quantify L� (� curb and gutter 1-18 $ !LF LF curb ramp 1-24 $ _ _ Be driveway approach 1-20; 1-21 $ ISF SF sidewalk 1-19 ISF SF strestilght 5.2; 54; 5.8; $ as 510; 5-12; 5-22 (verify wt John street tree Ferrante) $ ee sign poles 2.20 $ Be lull 1 111"1111111,11111,1 withln the public right of way (use attached form). H grading permit is required, submit Engineer's cost eatimate for grading work and/or retaining wall. Contact Jo Anne Johnson at (400) 777-3245 for encroachment requiremento and permit. All encroachment permits require a cartiflcate of liability Insurance and a separate endorsement naming the City of CupeNno as additional Insured,. No Fee permit Encroachment permit tee: S (0110-4540) Encroachment bond: S (0110-2211) Page 1 of 4 ft8VWed 0&/112010 Public Worka PlEn ChGch COMITIO tz R®qulr®o1 ®ate Complaw Street Improvemard Plan. Submit 3 sem of plans. S 1000.0 Plan check fee la required, Plans must be prepared by a licensed eA41 angineer. (Fee must be collected at time of plan submittal) (0110.4538) Improvement Misc. Deposit: $1,060.00 (9110-2211) Provide Faithful Performance Bond: $ Provide Labor and Material Bond: $ Pay Storm Drain Fee: $ w. 2`I (9215407] Pay Park Fee: S (0280-0111 lff P� J( Quitclaim Deed for Underground Water Rights Grant of Real Property for Roadway or Sidewalk Purposee ° Easement for street light power undargroundinga ° Maintenance Agreement Sbeamside Modification Permit & fee: $362.00 Elevation Certificate (Requited for parcels In FEMA flood zones A, AE or AD). A had on Rough Fmming Inspection will be placed on the project uM)1 an Elevation Certificate (prepared by a licensed land surveyor or authorized civil enalr9aO has been completed and p u provided to the Public Works Department for WO rra Of„0 S S% `-c ! n Grading Plan. Submit 3 eats of plana. 5,1000,00 plan check deposit Is required. Plans must be prepared by a licensed civil engineer and We engineer. (Fes must bo co6ctcd at time of plan submittal) (011 O4S3__j Residential Grading Perms S (01104533) Commercial Grading Permit S (01104634) Grading Mise Deposit $1,000 (01102211) Grading Bond: S ((;110.2211) Finae t rallnm Retatnina While Moiling Wail Peas to be cogatftl actor to aroiacf nrvkav); Free-standing retaining walls: provide 3 sem of tho fc0oWing: cam (geotaCmteal engineering) report, retaining wall derails and calculations. Rovlaw toga W bo ammaod for romtning trop rovloa; unuood portion to bo rarundod; Geotechnical review fee: $2.000.00 (01102211) Structure) retaining wag review fee: 92100.00 (01102211) Page 2 of 4 Ro eaed Wn1r2s10 PubBle Woft Milo Check Cofiflmentl Roqu)rod Da z Com plo>bd Mown I^nR>9rfp Po IMM Prrrormtlan tag rMi mm, Stormaabr Meru gamont Plan°. Third party cardkdon io regWrcd. Consultant Ilot ovdabta at II �Mawncv�mon.r/,2k.aaMpdh5fe6p7/ Camunsnta/8m PP Lint Of f]unnrpftt comullrnN ft WHIPudf SWmw= RWrive mont Fadlky Easement Agreement" Stonmaater ARanagament Fecilltioa Operation and Maintenance Agroomcnt°• ° NPDES Carteret Permit Requirements (SWPPP° and Notice of Introit) t) Approval of these plana *so not Moose the GWW and/or Contm r of the NydromodlHmtion Management Plan raapntmlblify for erections of rnkMoo, anon, or ombdona contained V*rWn, If footnotes: (e) Subm83crfg/nals. of mm piano, the Cly Flrgin= o1mA have tho auft* to rCqufro ouch mo0collon or deperk" (b) plat &W Awl doscrlpnon aro required and b be prepared by a Kcensedsarreyo; or or the Ow nor aflNor Contractor. a ft~ r,1vd arronevWM roglsbalfan number paor to 33866. Contact City Public Woriw at (40B) m-3104 to sehadate Inapoetion of grad% Clenrtr t}hozr tiro 4otkAna on dun Plan: .o vi: an` _� Onalte dralnoga (with arrows and coupe paroenfago). No conemtbatod fXv so= the "-oV ry. the Mlit-of way. No drbinage onto nolohoonng propartion. A6 drelrMs to londoWpo. g X x Cleary chow all utilities from the houaa10ro',2ct WW to tho atroot (electric, doeblc Protcetlon Standordo' prior to any work or removing any Mme. 6) panel, goo, water, sewrar). Indka6a no now (N) or esdoting (E). Reaoureao Control Board, for ANY CdK* vrdah distutbo the aa9. Underground all new ale&=) service (ter, phone, andlor oaDia). A wont ochadule of grading and Eroolon 8 Sediment Control Plan chat[ be provldod X Add.Rg= nabw oto Itri Plan: e October I to April 76. B) t) Approval of these plana *so not Moose the GWW and/or Contm r of the raapntmlblify for erections of rnkMoo, anon, or ombdona contained V*rWn, If during tho course of conthimlion, public Interact requtroo a ma i ficadon oflor " pitl i doperaue born Cly Cupatdno ape or tlw Cpproved Improvement of mm piano, the Cly Flrgin= o1mA have tho auft* to rCqufro ouch mo0collon or deperk" and to op3dfy the manner In rrhtch tha came la to be completed, at the ocla auponsa or the Ow nor aflNor Contractor. z) Contact City Public Woriw at (40B) m-3104 to sehadate Inapoetion of grad% atom drelnego, and pLdit bnpMvmMtD. 3) All public Improvemerwi must ba MvietW prior to oLplpancy. 4) Contractor to roaponoRde for duct, oodiment and traoh control end eneu&q o0 erm adyecattto the work W raft In a Claw Condition. 6) Contractor ahefl mvlow and Impbmont as eppmprtm City Standard tkamk 8.4 'Tree Protcetlon Standordo' prior to any work or removing any Mme. 6) Utilize Beat Monegement Praclioao (BMPs), no rGgLgmd by the Stabs Water Reaoureao Control Board, for ANY CdK* vrdah distutbo the aa9. 7) A wont ochadule of grading and Eroolon 8 Sediment Control Plan chat[ be provldod to the City Engineer by Auquat 16. No hillside grading shall bo paribrmad betvrean October I to April 76. B) Al naw electrical service (power, telophono, andbr calks a3Mw) end ba underwounded. 9) To Inbate refeaso of bench, Carried City PuWfc Wwho pops for Flyd Inop2ftm. 10) All dowrwouto released at ground aurieco, Mail bo direded a:xy hcm buBt8re0 foundations and to lendmpod areea (lo, uoing oplech bbft or other ff=M). 12) Prior to beginning work within tho Pubic Right of My (drtvewwy, offhortier, etc), Contractor WWI obmtn an atcroodtmant pemnit firm tho Clay Pubik WoAte Department. Page 3 of 4 RsvbW can 1=10 Public Worho Plan 6h®ch Comm ento Project Add4Dc: 10310 South Tontou Avo DEM GarwPfoxs mt Ad ff(orml Commonto Show oubting and cny ad)uatrnoMs to mater and Woof Ilnsa Including luster manor bou and d� sewer dean -out on Sh:t A1.02 °Slto Pion" C` Slww on-site dnunPga paCamo on Shoat A1.02 "811e Plan". h eppaars that prt>p7rry olopos ``\aaa„ a. ` p` 2) and tharoftro drains to mor yard. DBmOnadat o on allD disposal of otorm run-ap. filly Sd Zl -Oroo —of Registered Civil Englnaor to doolgn and slzo a dry wall. s9 mmotrt um Minor cobut Chanip lot nbs-*am 12 to 266 on various of piano so ftfo the lot l Fd 05)6slw numtar ham tits adglrml eact map wfdb 12 b from da aacoasor psnsJ map. A� a Tress In from yard along north property lino wam r000r* cut down oo rovloe noto on domo L� �v 6) and site piano that foods -rr000 to bo pmtactcd during construction' C ��5 3(U 9l 12- Tat Submltt>ni r u r I t: ri,(C Public Works Staff Signature Date 2nd Submlttel Public Works Staff Signature Date 3rd Submittal Public Works Staff Signature Data Approvod ❑ Fees / Bondo Only POR BUWNO PEFW APPROVAL Approved / HW A(oproved F-1Foos / Bonds Only F'OR SUILaM MUrTAPPROVAL Approved I Not Approved ❑ Foos / Bonds Only FOR BUILDING PER= APPROVAL 4thSubrnkW Approved / IdotApDrvved Public Works Staff Signature Date F1MR /Bonds Only r BURa1NOP RUM APPROVAL GoPuMe Wwft0mc.twn.M Rm1vmTtntvAvo 70210 SVPW Ch=W (Of ar!4Pn0 FLim10310 BNrtlr Tolcu,du) M=v Tar000 Page 4 Of 4 Rwl=d QW14010 Add "Public Works standard Drawing 1.21° to noir on Shoot A1.02 "Silo Plan" far construction of naa drtuaeray approccli. Need to Indicato width of approach (now approcall appoarn nanoexx than drlvevray on eNo plan). 31 Ownor may ua0 wdming rolled curb Inamad o4 oanatructing nzw ddvovray approach. Ploaoa r0vloa draxving to m8od mo"Ift ddl=ck (olio plan d wva date " r lk). Provldo 6 1gi�J coat estimate for concreto vmrk within public rlght-o4+ for onanadrmcM foo and bond emounl Ver(ouo notaa on shoat Al.02 "Sko Plan° cru cutoff -d ncod to ba roodabha s9 mmotrt um Minor cobut Chanip lot nbs-*am 12 to 266 on various of piano so ftfo the lot l Fd 05)6slw numtar ham tits adglrml eact map wfdb 12 b from da aacoasor psnsJ map. A� a Tress In from yard along north property lino wam r000r* cut down oo rovloe noto on domo L� �v 6) and site piano that foods -rr000 to bo pmtactcd during construction' C ��5 3(U 9l 12- Tat Submltt>ni r u r I t: ri,(C Public Works Staff Signature Date 2nd Submlttel Public Works Staff Signature Date 3rd Submittal Public Works Staff Signature Data Approvod ❑ Fees / Bondo Only POR BUWNO PEFW APPROVAL Approved / HW A(oproved F-1Foos / Bonds Only F'OR SUILaM MUrTAPPROVAL Approved I Not Approved ❑ Foos / Bonds Only FOR BUILDING PER= APPROVAL 4thSubrnkW Approved / IdotApDrvved Public Works Staff Signature Date F1MR /Bonds Only r BURa1NOP RUM APPROVAL GoPuMe Wwft0mc.twn.M Rm1vmTtntvAvo 70210 SVPW Ch=W (Of ar!4Pn0 FLim10310 BNrtlr Tolcu,du) M=v Tar000 Page 4 Of 4 Rwl=d QW14010 03/88/2012 15:18 4087307696 OCM PAGE 01/61 March 8, 2012 City of Cupertino Building Department 10300 Torte Avenue Cupertino, CA 950143202 .4 *Q v � 9..2-w Fax Note 7671 [ VC—A— oFcedp6�7 rwo C o f aMV ee.� 4t1iDIPd� � lA7 vlroro0 B a /Ao"Zo// Subject: New 1Resldentiol Home ® 10610 S. Tone= Avo., Cuparfto, CA 9500 To Whom It May Concern: Please be advised that the proposed residential home as refemced above will not have any adverse impact on the City of Sunnyvale's sewer system. Please call me if you bave any questioaa at (408) 730-7699. Vey truly Yom. Kent StefFens Director of Public Works V VU Tran Engineering Assistant II cc: Prigge Robert E & Mamni 10610 S. Taman Ave. Cupertino, CA 95014. FIRE DEPARTMENT SANTA CLARA COUNTY 14700 Winchester Blvd.. Los Gatos. CA 95032-1818 (408)378.4010 •(4081378-9342 (fax) o )%u-.stxfd.om PLAN ft -AM N . 12 0891 9L9 12020911 PLAN REVIEW COMMENTS F°n'""` Plan Review of a proposed new 3,480 square -foot two-story single-family ressidence with attached garage. Comment A1: Fire Sprinklers Required: An automatic residential fire sprinkler system shall be installed in one- and two-family dwellings as follows: In all new one- and two-family dwellings and in existing one- and two-family dwellings when additions are made that increase the building area to more than 3,600 square feet. Exception: A one-time addition to an existing building that does not total more than 1,000 square feet of building area. NOTE: Covered porches, patios, balconies, and attic spaces may require fire sprinkler coverage. NOTE: The owner(s), occuTant(s) and any contractor(s) or subcontractor(s) are responsible for consulting with the water purveyor of record in order to determine if any modification or upgrade of the existing water service is required. A State of California licensed (C-16) Fire Protection Contractor shall submit plans, calculations, a completed permit application and appropriate fees to this department for review and approval prior to beginning their work. Section 8313.2 as adopted and amended by CUPMC noted on Page 71.01 of the plans Comment 1i2: Potable water supplies shall be protected from contamination caused by fire protection water supplies. It is the responsibility of the applicant and any contractors and subcontractors to contact the water purveyor supplying the site of such project, and to comply with the requirements of that purveyor. Such requirements shall be incorporated into the design of any water-based fire protection systems, and/or fire suppression water supply systems or storage containers that may be physically connected in any manner to an appliance capable of causing contamination of the potable water supply of the purveyor of record. Final approval of the system(s) under consideration will not be granted by this office until compliance with the requirements of the water purveyor of record are documented by that purveyor as having been met by the applicant(s). 2007 CFC Sec. 903.3.5 and Health and Safety Code 13114.7 Comment p3: Premises Identification: Approved numbers or addresses shall be placed on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Numbers shall contrast with their background. CFC Sec. 505 rAt FIAN9 BFEGB IQW R110L 119 pOOUtANCY CORBY. TM AFBrG ow— M19 PGOA CUP ® ❑ ® ❑ ❑ SFR V-8 Creentaiyolnc. 03/05/201 1 oB 2 ecctgaan 9R9A LOAD P"AILM T09941avnBN FRPI[OT TM an sTsm 2 story 3480 -If Residential Construction New Structure SFR 10610 S. Tantau Ay Cupertino TABULAR FME FL W GEOU6TMM Fon rM9 AlRB9Mm nE0Y9i7FM9 FLOW O lb FN OT 1000 1000 Harding, Doug rganize as the Santa Llara County entralire Protection District Senang Santa Clom County and the c mmunlnes of Campbelf. Cup wtlw. Los Ahos. Los Alt- Hills, Los Got-. Monte Se— Morgan MI. Gnr! SamRaja IFUR E DEPARTMENT SANTA CLARA COUNTY 14700 Winchester Blvd.. IAs Gatos. CA 95032-1818 (408) 378-4010 =(408) 378-9342 (fax) o www.sccfd.org AnSt RPEeYRG� 12 Gall 13020991 PLAN EVUGW COMMENTS Comment #4: Construction Site Fire Safety: All construction sites must comply with applicable provisions of the CFC Chapter 14 and our Standard Retail and Specification SI -7, Plans approved. OK to issue Building Permit. OA/ PLAW spas MOW tt� AO OOOOP-1 WART. TYPO... _. APp.4ft. ogre PAUL CUP ® 13 ® t3 [3 SPR V -B Greentaiyolnc. 03/05/201 2 OF 2 BLCRt.00R NAW LOAD PAO" OFOCRG PRCUICITPe OR OrrsM 2 story 3480 sf Residential Construction New Structure t0W0 OF Pii LOCATM SFR 10610 S. Tantau Av Cupertino TNU0L4A FLIe FtAIY RS0009mRPORRAff Wiz, LOAD Rammoo iminowo"Psi fiY 1000 1000 Harding. Doug _Ur_ganized as theDanta Clara County Central Lire Protection Uistricl Srnung Sanm Clam County and the own unlit s o! Campbell. CupeOro, Los Altos. 1— Altos Hilk Los Gams. Monte Setrno. man Hill. and Somtogo E S,-, - ER -4785 LEGACY REPORT Reissued January 1, 2008 ICC Evaluation Service, Inca BusinesslReglonal Office m 5360 Waio"an Mill Road, Whittier, California 90601 ■ (562) 6990543 Regional Office ■ 900 Montdair Road, Suite A, Birmingham, Alabama 35213 n (205) 599-9800 W W W.I CC -es _ ora Regional Office s 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 ® (708) 799-2305 Legacy report on the 1997 Uniform Building Coder"" DIVISION: 07—THERMAL AND MOISTURE PROTECTION a minimum 40'F (4'C), the sealer has a shelf life of 24 Section: 07560—Fluid Applied Roofing months. The product is mixed two to three minutes by hand or machine prior to application. Surfaces must be clean, dry METACRYIICS ACR STER ROOF SY R e of dust and oily residue prior to topcoat application. coat should not be applied if rain or freezing weather METACRYLICS BUIIdlMg ®®pOlMlwltnent within 24 hours following application. 142 NORTH 27TH ST 2.2.4 Metacrylics Stitch Bond Polyester Fabric: The stitch SAN JOSE, CALIFO 1118 1 bond polyester nonwoven product weighs approximately 3 N U ounces per square yard (100 g/m2). Thread count is 14 to 18 1.0 SUBJECT per inch (5 to 7 per cm) in each direction. Tensile strength is Metacrylics Acrylic Poly&Y FQsfeQ8. CvOMPL( �ounds per inch (9.8 kg/m). The fabric is available in 40 inc -wide (1016 mm) by 30-,108- and 324 -foot -long (9, 33 or 2.0 DESCRIPTION Reviewed By: 99 mLrolls, and in 2-, 4-, 6-, 9-, 12- and 20 -inch -wide (51, 2.1 General: 102, 152, 229, 305 and 508 mm) by 160 -foot -long (48 m) rolls. The Metacrylics roof -covering systems are Class A roof coverings for installation over insulated, combustible and noncombustible substrates and over existing roof coverings. The roofing systems consist of liquid -applied coatings reinforced with polyester fabric, applied by applicators qualified under the Metacrylics training program. 2.2 Materials: 2.2.1 Metacrylics Acrylic Primer: The primer is an acrylic copolymer water-based emulsion used to seal substrates prior to roof -covering application. Packaged in 2-, 5- or 55 - gallon (7.5, 19 or 208 L) containers, the product must be stored at 35'F (2'C), minimum. The primer is mixed for two to three minutes by hand or machine prior to use. Small amounts of water may be used to thin the material, if necessary. A brush, roller or spray apparatus is used to apply the material. Where application is not intended, the area is masked. The material should not be applied when rain or freezing weather is imminent within 24 hours following application. Shelf life is 12 months. 2.2.2 Metacrylics Acrylic Base: The acrylic base is an acrylic copolymer water-based emulsion packaged in 2-, 5- or 55 -gallon (7.5, 19 or 208 L) containers. The product is stored at a minimum 35'F (2°C) and is mixed two to three minutes by machine or hand before application. The application surfaces must be clean, dry and free of dust and oily residue. Where the substrate is newgalvanized metal, an acidic solution must be applied prior to application, to enhance bonding. The acrylic base should not be applied if rain or freezing weather is imminent within 24 hours following application. Shelf life is 24 months. 2.2.3 Metacrylics Acrylic White Coating: The acrylic white coating is an acrylic polymer emulsion combined with 92 percent pure titanium dioxide. This material is packaged in 2-, 5- or 55 -gallon (7.5, 19 or 208 L) containers. When stored at 2.2.5 Metacrylics Acrylic Gel: The acrylic gel is a water- based, acrylic polymer mastic combined with 92 percent pure titanium dioxide. Used forflashing and fabric embedment, the product is packaged in 2- and 5 -gallon (9.5 and 19 L) containers that must be stored at a minimum 35'F (2'C). Prior to application, all surfaces must be clean, dry and free of dust and oily residue. Metacrylics acrylic primer is required before gel application unless the flashings are new. New metal flashings may be treated with an acidic solution. Application cannot exceed a '/,-inch (6.4 mm) thickness. Product has a shelf life of twelve months. 2,3 New Substrates: 2.3.1 General: Metacrylics roofing systems maybe applied to combustible substrates such as minimum 15/3z inch -thick (12 mm) plywood and wood -based structural -use panels or steel deck. Installation details are shown in Figure 1. 2.3.2 Insulation Hoard: Insulation materials include Dens Deck, glass fiber, perlite, and gypsum sheathing. The insulation board adjacent to surfaces to be coated must be completely free of degraded surfaces, overspray, grease, oil, dirt and other contamination that may interfere with proper coating adhesion. The surface must be completely dry. All physical damage to the insulation board must be repaired prior to coating applications. 2.3.2.1 Dens Deck: Dens Deck, manufactured by Georgia- Pacific Corp., is a'/4 -inch -thick (6.4 mm) board consisting of fiberglass mat facings over a silicone -treated gypsum core that must comply with ASTM C 79. 2.3.2.2 Glass Fiber Board: The glass fiberboard complies with ASTM C 1139 as a Type III board. 2.3.2.3 Perlite: The perlite board complies with ASTM C 728. ICC -ES legacy reports are not to be construed as representing aesthetics or any other at�ibittls not specifically addressed, nor are they to be construed as an endorsement of the subject oflhe report or a recommendation for its use. There is no Warr fFl"7r, e s o 1' l �o any finding or other master in this report, oras to arryproduct covered 6y the report, ����p Copyright © 2008 Page I of S 4 Page 3 of 6 ER -4785 4.1 The materials and application procedures comply with this report and the manufacturer's instructions. 4.2 Application is by roofers approved by Metacrylics. 4.4 The components are manufactured in San Jose, California, under a quality control program with inspections by Underwriters Laboratories Inc. (AA - 668). 4.3 Where moderate to heavy foot traffic occurs, such 4.5 Reroofing applications are inspected in accordance as for maintenance of equipment, the roof covering with Section 1515 of the UBC Appendix. must be adequately protected to prevent rupture or wearing of the surface. This report is subject to re-examination in two years. TABLE 1-METACRYLICS ROOFING SYSTEMS SYSTEM SUBSTRATE BASE INSULATION MEMBRANE COATING ROOF NO./CLASS SHEET SLOPE (Inch/ Type Thickness Type Coverage Minimum (inches) (gal/square) Dry Film horia. foot) Thickness (mlis) 1. Class A No. 22 gage None Dens Deck 1%" to 6" 1. Metacrylics Acrylic Base 3 27 1/4" to 1/z. steel deck Overiayment 2. Metacrylics Stitchbond Polyester - - Board (gypsum 3. Metacrylics Acrylic Base 2 18 sheathing) over 4. Three Coats Metacrylics Acrylic White 4 36 any type of insulation board 2. Class A Min. 15/3 None Dens Deck 1'/4" to 6" 1. Metacrylics Acrylic Base 3 27 1/4" to'/z" plywood or No. Overlayment 2. Metacrylics Stitchbond Polyester - - 22 gage steel Board (gypsum 3. Metacrylics Acrylic Base 2 18 deck sheathing) over 4. Three Coats Metacrylics Acrylic White 4 36 any type of insulation board 3. Class A Min. None Dens Deck Min.'/," 1. Metacrylics Acrylic Base 3 27 '/4" to'/," plywood or No. Overiayment Min.'/4" 2. Metacrylics Stitchbond Polyester - - 22 gage steel Board (gypsum 3. Metacrylics Acrylic Base 2 18 deck sheathing) over 4. Three Coats Metacrylics Acrylic White 4 36 any type of insulation Class A Min. 15/,x" None None None 1. Metacrylics Acrylic Primer 1 3 '/4" to'/," plywood with 2. Metacrylics Acrylic Base 3 27 Class A cap 3. Metacrylics Stitchbond Polyester - - sheet BUR 4. Metacrylics Acrylic Base 2 18 (reroofing) 15. Three Coats Metacrylics Acrylic White 4 1 36 5. Class A Min. '%/ 2" None None None tacrylics Acrylic Primer 1.5 4.5 1/4" to '/2. plywood with ld Asphalt Clay Emulsion 12 40 Class A gravel tacrylics Acrylic Base 5 45 BUR F4.MetacrylicsStitchbond Polyester - - (reroofing) tacrylics Acrylic Base 2 18 ree Coats Metacrylics Acrylic White 4 36 6. Class A Min. t5/'" None Dens Deck Min.'/4' tacrylics Acrylic Base 3 27 1/4" to 1/2" plywood with Ovedaymeni 2. Metacrylics Stitchbond Polyester - - Class A or B Board (gypsum 3. Metacrylics Acrylic Base 2 18 gravel BUR board) 4. Three Coats Metacrylics Acrylic White 4 36 (reroofing) For SI: 1 inch = 25.4 mm, 1 mil = 0.0254 mm, 1 gallon per square = 3.785 L/9.3 mZ, 1 inch per horizontal foot = 25.4 mm/305 mm. Page 4 of 6 METACRYLICS 81 MIL REINFORCED ELASTOMERIC ROOFING SYSTEM •�`` METACRYLICS ACRYLIC WHITE (COLOR) 4 GALS/SQ (15.14 IltCW9.7 meters2) Ill ACRYLIC BASE - 2 GALS/SQ (7.574b­L/9.2ters2) ��"<:.1i ;',:;�,,;(,�I��„ ,•�_ 702/SQ YD (1D09ramslmeter2) STITCHBOND POLYESTER FABRIC ACRYLIC BASE - 3 GALS/SQ (11,3611ters/9.3 meters2) tij _ ACRYLIC PRIMER (NOT NECESSARY WHEN APPLIED , .` OVER NEW SURFACES) 1/4"(6.4 mm) DENSDECK -'-ANY TYPE INSULATION (OPTIONAL) NOTES:' _..-.------_....ROOF DECK 1. THIS OETAIL IS A'YPICAL INSTALLATION OVER A NEW/SMDOTH ROOF SURFACE. APPLICATION OVER TAR AND GRAVEL BUR WILL REQUIRE 12 GALS/SQ (45.4 literS/9.3 meters2) OF CLAY EMULSION AND AN ADDITONAL 2 GALS/SQ (7.57 laers!9.3 meters2) OF ACRYLIC BASE, 2. PRIMER 15 NORMALLY NOT REQUIRED ON NEW CONSTRUCTION MATERIALS, E.G., DENSDECK, CONCRETE. WOOD, METAL, ETC ALL NEW SURFACES MUST BE THOROUGHLY CLEANED PRIOR TO APPLICATION OF ACRYLIC EASE. ACRYLIC PRIMER IS REQUIRED ON ALL REROOFING/DECK SURFACES. APPLY 1 GAL/SQ (3.78 I2ers/meter2) OVER SMOOTH SURFACES (E.G. BUR CAPSHEET), APPLY 1.5 GALS/SQ (5.68 RterSI9.3 meters2) OVER ROUGH SURFACES, E.G., BUR TAR B GRAVEL. .FFrrarw�vnrr nw.wun- rrnmrmrimramnunry.er me ranuR,mniaueT ent lMETACRYLICS FLUID APPLIED META -1 ELASTOMERIC ROOFING SYSTEM UNIT MOUNTING CURB --. ___SHEET METAL FLASHING -- DOUBLE DOME SKYLIGHT RECEIVER SEALING MATERIAL— (BY OTHERS) WOOD NAILE0. ,; '-',, ' � ........ -. HIGH -DOMED, CAPPED, ,, 1 GASKETED FASTENERS E (APPROX. 1B- [457mm) u,. O,C., DEPENDING UPON WIND 20NEANDLOCAL of=N '' " f• CONDONS; MINIMUM RI P :2 g I 2' � ;.' - r TWO FASTENERS PER SIDE) _ Yii DEPENDING UPON WIND _ •. ,.? ZONE AND LOCAL CONDITIONS; y �. i•. '1 MINIMUM TWO FASTENERS p. z PER SIDE) E _', E c2 cz •''` ... REMOVABLE SHEET METAL COUNTERFLASHING (OPTIONAL) f 9• MINIMUM [102mm) ,. (' _ METACRYLICS ACRYLIC Z v Y WHITE OR COLOR (36 MILS) 1 s 3-CQ)RSE WITH ACRYLIC GEL AND CURB BEARING Yv STITCHBOND POLYESTER FABRIC LOCATION FOR j'.,•,; ,;<:,> HEAVY WEIGHT • F� 4``It, \e. '• ` •,�`�• LOADING ELASTOMERIC ROOFING SYSTEM CONDITIONS .—N S'I OF muxEnmo, � ... BA.,E OF DNR EXTENDS I:1 •' a '•,'. ' ACRYLIC BASE AND FABRIC (45 MILS) -' I13mm1 MINIININ BEYOND MP OF CURB -- 1/4• (6.4 mm) DENS DECK ST ACRYLIC 3 -COURSE MU BE CoNTINUDus ANv TYPE INSULATION (OPTIONAL) Mop - - -• .. of THE CUAa NOTES: \-- ROOF DECK •r 1 —3 41xI.U. 1. THE CURB'S TOP WOOD NAILER, AND BELOW Too or alae SEAL STRIP ARE TO BE SUPPLIED BY THE CURB MANUFACTURER. • FU\SMING A-` " A FAS'r Kn •._ WOOD M4ItFR 2. ATTACH NAILER TO DECK WITH SUITABLE FASTENERS. ' COWTERFIAEINNG -��� 1 -course YrtrH eELLFAaRIc 3. WHEN POSSIBLE, THE MECHANICAL UNITS ..AMR MOVHTIxG NRB SHOULD NOT BE SET UN71L THE ROOF INBUUT1oN MEMBRANE AND 3 -COURSE FLASHING ---------- _..—....... .__._.-. HAVE BEEN INSTALLED. ` RAISED CURB DETAIL FOR ROOFTOP AIR HANDLING UNITS AND DUCTS (PREFABRICATED METAL CURB) META -19 ER -4785 -- - -- DOUBLE DOME SKYLIGHT INTO PIPE APPROXIMATELY 1• [25.m) (BY OTHERS) `\�•.• SKYLIGHT FRAME WITH WEEP HOLES HIGH -DOMED, CAPPED, %,'. •'',,fir;'" '.......-....'-......-" GASKETED FASTENERS •, F (APPROX. 18" [457 mm] O.C. _ Yii DEPENDING UPON WIND _ •. ,.? ZONE AND LOCAL CONDITIONS; y �. i•. '1 MINIMUM TWO FASTENERS p. z PER SIDE) E _', E c2 cz j . J ... REMOVABLE SHEET METAL COUNTERFLASHING (OPTIONAL) f 9• MINIMUM [102mm) ,. (' 3 -COURSE TOP &SIDE 1 OF WOOD FRAME \ LL -. ELASYOMERIC ROOFlNG tl -T), �,^,; ., `• METACRYLICS RS MIL REINFORCED t.^•^.�'.*;'xd; L'n, AND STITCHBOND FABRIC ,\ �•i'� 4 ELASTOMERIC ROOFING SYSTEM a C �•:, ,.�:Ijr` - 3 -COURSE WITH ACRYLIC GEL AND .,'•ate*'>L',::` STITCHBOND POLYESTER FABRIC 'v' i - .................. 1/4• (6,4 mm) DENSDECK WOOD NAILERS-.__..1 AND CURB - - ANY TYPE INSULATION (OPTIONAL) WOOD CANT TO .-,....... ..._.._..._ ROOF DECK BRACE CURB NOTE: ATTACH NAILER TO DECK WITH SUITABLE FASTENERS. ¢ir•.+a^.. •.., ._a. rnr.:-rn..: .n:�.i .arvr r o,.._.xs::•r>V--.nxms:v^T� y SKYLIGHT, SCUTTLE AND SMOKE VENT META -16 SET fIANGE IN ACRYLIC GEL �'�_ y•r'; 1/4• (6.4 mm) DENSDECK -PRIME FLANGE JFORE 3 -COURSE `INSULATION (OPTIONAL) NOTES: - - ROOF DECK 1. SBFT METAL PIPE FLASHING: - SHEET LEAD: MINIMUM OF 2 1/2 LB. PER SQUARE FOOT [ 12 kg/m ) OR - SHEET COPPER: MINIMUM 16 OZ. [5 kg/m ], 2. 1F USING COPPER FLASHING OVER AN IRON OR STEEL PIPE, INSERT A SEPARATOR SHEET (E.G., ASPHALTSATURATED ROOFING FELT), WRAPPED AROUND PIPE, TO SEPARATE THE COPPER FLASHING FROM DIRECT CONTACT WITH PIPE, TO REDUCE GALVANIC ACTION. 3. VENT STACKS AND OTHER PIPES SHOULD HAVE A MINIMUM OF 12 INCHES [305mm) Of CLEARANCE ON ALL SIDES FROM WALLS, CURBS, AND OTHER PROJECTIONS TO FACILI- TATE PROPER FLASHING. .>zrryrsXX:ravxr-=.•• �szrevs•etmex:aeumwearreaaA:c>rwrmeraaarar.7rsFrasvar�1 PLUMBING VENT META -21 _—....._............ .... ......... _..... ............. _-'---'_.__..._........... ............ .... ..,._..__....__._.._..._ FIGURE 9 -INSTALLATION DETAILS TOP OF FLASHING CAPPED OR ROLLED INTO PIPE APPROXIMATELY 1• [25.m) — SOFT METAL PIPE FLASHING PLUMBING VENT STACK ACRYLIC GEL AND FABRIC AT PENETRATION TO MEMBRANE JUNCTURE y ii • ., 6" MIN. FLANGE [152mm] f 9• MINIMUM [102mm) ,. (' 4'.MiNIMUM [lOZmm] METACRYaCS REINFORCED •::': '1•,_ -. ELASYOMERIC ROOFlNG .. 3 -COURSE WITM ACRYLIC GEL `'I� t.^•^.�'.*;'xd; L'n, AND STITCHBOND FABRIC SET fIANGE IN ACRYLIC GEL �'�_ y•r'; 1/4• (6.4 mm) DENSDECK -PRIME FLANGE JFORE 3 -COURSE `INSULATION (OPTIONAL) NOTES: - - ROOF DECK 1. SBFT METAL PIPE FLASHING: - SHEET LEAD: MINIMUM OF 2 1/2 LB. PER SQUARE FOOT [ 12 kg/m ) OR - SHEET COPPER: MINIMUM 16 OZ. [5 kg/m ], 2. 1F USING COPPER FLASHING OVER AN IRON OR STEEL PIPE, INSERT A SEPARATOR SHEET (E.G., ASPHALTSATURATED ROOFING FELT), WRAPPED AROUND PIPE, TO SEPARATE THE COPPER FLASHING FROM DIRECT CONTACT WITH PIPE, TO REDUCE GALVANIC ACTION. 3. VENT STACKS AND OTHER PIPES SHOULD HAVE A MINIMUM OF 12 INCHES [305mm) Of CLEARANCE ON ALL SIDES FROM WALLS, CURBS, AND OTHER PROJECTIONS TO FACILI- TATE PROPER FLASHING. .>zrryrsXX:ravxr-=.•• �szrevs•etmex:aeumwearreaaA:c>rwrmeraaarar.7rsFrasvar�1 PLUMBING VENT META -21 _—....._............ .... ......... _..... ............. _-'---'_.__..._........... ............ .... ..,._..__....__._.._..._ FIGURE 9 -INSTALLATION DETAILS Page 5 of 6 ACRYLIC WHITE (OR COLOR) 36 MILS TRICK ACRYLIC BASE & FABRIC 45 MILS THICK 1/4" (6.4 min) 3 COURSE WITH ACRYLIC GEL AND DENSDECK �` STITCHBOND POLYESTER FABRIC _ (OPTIONAL)." —30" [762mm] SQUARE MINIMUM, rnSuwTT9l4 2 1/2 LB, TO 4 LB. [12 TO 20 kg/m ] i LEAD OR 16 OZ. (5 kg/m ) COPPER FLASHING SET ON FINISHED ROOF IN ] ROOF CEMENT, PRIME TOP SURFACE BEFORE STRIPPING i, lzy L`g�`•DRAIN STRAINER ROOF DECK TAPERED 7v` INSULATION CLAMPING RING , slh`' DECK CLAMP ""'`•�'�"(. ' DRAIN BOWL 3 -COURSE GEL & FABRIC y" PLIES, METAL FLASHING, AND METACRYLICS PLIES ALL EXTEND UNDER CLAMPING RING 3 -COURSE METACRYLICS ACRYLIC BASE & FABRIC ROOF DRAIP] META -23A SHEER METAL EDGE FLASHING ---- SET FLANGE IN ACRYLIC GF.I.--- < ACRYLIC BASE & STITCHBOND POLYESTER FABRIC 45 MILS THICK J" WOOD NAILERS CONTINUOUS SHEET I;= MFTAI. CI.O'AJRF FASTENED APPROX. 18" [457mm] O.C. _.-.._.................._, .� METACRYLICS ACRYLIC WHITE OR COLOR COAT 36 MILS 'I HICK i MEMBRANE EXTENDS ..-") 3.00URSE WITH ACRYLIC ............. GEL AND SI.ITCHBOND FABRIC ] ! ` ACRYLIC WHITE (OR COLOR) FASTENERS AT APPROX, 3' . [76mm] O.C., [76.2 mm] O.C., STAGGERED STAGGERED 1 ALTERNATELY SPACED.. 1 AND POLYESTER FABRIC . GUTTF.R SPACFR ' ALTERNATELY SPACED 1 / ACRYI.IC nASC & STITCHFIOND FROM BRACKETS �., 'I �' ..1 POLYESTER FABRIC ... TURN -DOWN ! i--'---- -- 3-CODR_SE MEMDRANF. "'''•z,;,__ EXTENDS DITO GUTTER OPTIONAL: CONTINUOUS -TEAT (FASTENED PER TABLE 1) GUTTER BRACKET — -SUPPORT AT 12- TO 36" [305mm TO 914mm) D.C. DEPENDING UPON CONDITIONS -- SHEET METAL GUTTER EXTEND 3 -COURSE GEL/FABRIC-o' { OPTIONAL: TURN -DOWN TO OVERLAY METAL CLOSURE NOTES: 1. IN CLIMATES WHERE THE WINTERTEMPEAA-URE REMAINS BELOW FREEZING FOR EXTENDED PERIODS OF TIME, METACRYLICS SUGGESTS USING INTERIOR DRAINS OR THROUGH -CURB SCUPPERS TO DRAIN THE ROOF. 2. GUTTER BRACKETS ARE RECOMMENDED -,0 BE AT LEAST ONE GAUGE HEAVIER THAN GUTTERSTO0' 3. ATTACH WOOD KAILFR TO WAI.IJDFCK WITH SI)ITAR! F FASTFNrRS. 4. DESIGN GLFTTF.R EXPANSION IOINTS PACED AT APPROPRIATE :NTF.RVAI.S COMMENSURATE. WITH TYPE OF METAL. ` SGUTTER META -24 ER -4165 SHEET METAL EDGE FLASHING OPTIONAL- 3 -COURSE SET IN ACRYLIC GEL -e MEMBRANE EXTENDS INTO GUTTER OPTIONAL: METACRYUCS ELASTOMERIC CONTINUOUS CLEAT ] ! ` ACRYLIC WHITE (OR COLOR) (FASTENED PER TABLE 1) FASTENERS AT APPROX. 3" [76.2 mm] O.C., STAGGERED GUTTER SPACER 3 -COURSE WITH ACRYLIC ALTERNATELY SPACED.. 1 AND POLYESTER FABRIC FROM BRACKETS -- ' 1 / ACRYI.IC nASC & STITCHFIOND OPTIONAL: i �., 'I �' ..1 POLYESTER FABRIC ... TURN -DOWN ! i--'---- -- METAL GUTTE !� It; ' ROOF DECK I' WOOD 1 EXTEND METACRYLICS OR A SEPARATE MEMB- CONTINUOUS SHEET METAL BANE TO OVERLAY CLOSURE FASTENED APPROX. METAL CLOSURE IB' [4S7mm] D.C. GUTTER BRACKET SUPPORT Al 12" [305mm)10 - NOTES: 36' [914m] O.C. DEPENDING UPON CONDITIONS 1. IN CLIMATES WHERE THE WINTER TEMPERATURE REMAINS BELOW FREEZING FOR EXTENDED PERIODS OF TIME, METACRYLICS SUGGESTS USING INTERIOR DRAINS OR THROUGH -CURB SCUPPERS TO DRAIN THE ROOF. 2. GUTTER BRACKETS ARE RECOMMENDED TO BE AT LEAST ONE GAUGE HEAVIER THAN GUTTER STOCK. 3. ATTACH WOOD NAILER TO WALLIDECK WITH SUITABLE FASTENERS, 4. DESIGN GUTTER EXPAN51ON JOINTS PLACED AT APPROPRIATE INTERVALS COMMEW SURATE WITH TYPE OF METAL, .��. •�-.•.».., ....nrm....�._.-,svr_v�.r..+;: .�.=.c�vs_eczxr: zm�:rR_.zs,—�_.-: vs.aa,..«:� GUTTER META -24S �i FIGURE 1—INSTALLATION DETAILS—(Continued) Page 6 of 6 WOOD HAILERS ACRYLIC BASE AND FABRIC WOOD CANT FASTENED 1/4' (6.4 mm) DENSDECK TO NAILERS ANY TYPE INSULATION (OPTIONAL) ROOF DECK NOTES: 1. THIS DETAIL ALLOWS FOR ROOF MAINTENANCE AROUND THE SUPPORTED EQUIPMENT, THE CONTINUOUS SUPPORT IS PREFERRED IN LIGHT -WEIGHT STRUCTURAL SYSTEMS THE EQUIPMENT WEIGHT CAN BE SPREAD ACROSS TWO OR MORE SUPPORTING MEMBERS. WHERE HEAVY STRUCTURAL SYSTEMS ARE USED OR WHERE THE LOAD CAN BE CONCEN- TRATED OVER A COLUMN, DETAIL META -12 MAY BE PREFERRED. A MINIMUM OF 2 FEET [610 —) OF HORIZONTALCLEARANCE MUST BE PROVIDED FOR REMOVAL AND REPLACEMENT CLEARANCE FROM ROOF SURFACE 70 BOTTOM OF SUPPORTED EQUIPMENT SHOULD ALSO BE PROVIDED. 2. ATTACH NAILER TO DECK WITH SUITABLE FASTENERS. EQUIPMENT SUPPORT CURB META -11 WOOD� NAILERS WOOD CANT TO BRACE CURB ill MECHANICAL 112* [13.m] MINIMUM UNIT, ETC. BEYOND TOP OF CURB ACRYLIC 3 -COURSE --CONTINUOUS ON TOP OF THE CURB 1'[25mm] MINIMUM BELOW TOP OF CURB FLASHING RECEIVER FASTENERS COUNTERFLASHING —3 -COURSE WITH GEL AND FABRIC WOOD CURB SEALING MATERIAL ---WOOD CURB SHEET METAL FLASHING RECEIVER HIGH -DOMED, CAPPED, GASKETED FASTENERS (APPROX. 18- [457mm] D.C., DEPENDING UPON WIND ZONE AND LOCAL CONDITIONS; MINIMUM TWO FASTENERS PER SIDE) —3 -COURSE WITH GEL & FABRIC REMOVABLE SHEET (OPTIONAL) METAL COUNTERFLASHING METACRYLICS ACRYLIC WHITE OR COLOR (36 MILS) '3 -COURSE WITH ACRYLIC GEL AND STITCHBOND POLYESTER FABRIC METACRYLICS ACRYLIC BASE AND STITCHBOND FABRIC (45 MILS) 1/4' (6.4 mm) DENSDECK ANY TYPE INSULATION (OPTIONAL) ROOF DECK NOTES: 1. ATTACH NAILER 70 DECK WITH SUITABLE FASTENERS. 2. WHEN POSSIBLE, THE MECHANICAL UNITS SHOULD NOT BE SET UNTIL THE ROOF MEMBRANE AND FLASHING HAVE BEEN INSTALLED. RAISEO CURB DETAIL FOR ROOFTOP AIR HANDLING META -15 UNITS AND DUCTS (JOB SITE CONSTRUCTED WOOD CURB) STRUCTURAL FRAME APPLY ONTO TOP OF THE PARAPET SHEET METAL COVER SHEET METAL 30INT COVER WITH RECEIVER FOR PLATE 6' L152mml WIDE COUNTERFLASHING [13 mm] GAP SEI BOLTS IN ACRYLIC GEL. A , —NEOPRENE PAD AND ACRYLIC GEL CEM0 VABLE SHEET METAL LINTERFLASHING Ez SHEET METAL PARAPET CAP (OPTIONAL) HIGH -DOMED, CAPPED, OR COLOR) 36 MILS THICK GASKETED FASTENERS b4 0 (APPROX. 18" [457mm] E D.C., DEPENDING UPON CAPPED, WIND ZONE AND LOCAL Ile TO NAILERS CONDITIONS) '—ANY TYPE INSULATION (OPTIONAL) 3 -COURSE WITH ACRYLIC (APPROX. 18* [457mm] O.C. NOTES: GEL AND FABRIC. 1. THIS DETAIL SHOULD BE USED ONLY WHEN THE ROOF DECK 15 SUPPORTED BY DEPENDINGUIPOIN WIND ZONE 3 -COURSE WITH ACRYLIC FASTENERS. AND LOCAL CONDITIONS) GEL AND FABRIC. GEL MAY BE USED, METACRYLICS ACRYLIC WHITE (OR COLOR) META -8 WOOD CURB WOOD HAILERS ACRYLIC BASE AND FABRIC WOOD CANT FASTENED 1/4' (6.4 mm) DENSDECK TO NAILERS ANY TYPE INSULATION (OPTIONAL) ROOF DECK NOTES: 1. THIS DETAIL ALLOWS FOR ROOF MAINTENANCE AROUND THE SUPPORTED EQUIPMENT, THE CONTINUOUS SUPPORT IS PREFERRED IN LIGHT -WEIGHT STRUCTURAL SYSTEMS THE EQUIPMENT WEIGHT CAN BE SPREAD ACROSS TWO OR MORE SUPPORTING MEMBERS. WHERE HEAVY STRUCTURAL SYSTEMS ARE USED OR WHERE THE LOAD CAN BE CONCEN- TRATED OVER A COLUMN, DETAIL META -12 MAY BE PREFERRED. A MINIMUM OF 2 FEET [610 —) OF HORIZONTALCLEARANCE MUST BE PROVIDED FOR REMOVAL AND REPLACEMENT CLEARANCE FROM ROOF SURFACE 70 BOTTOM OF SUPPORTED EQUIPMENT SHOULD ALSO BE PROVIDED. 2. ATTACH NAILER TO DECK WITH SUITABLE FASTENERS. EQUIPMENT SUPPORT CURB META -11 WOOD� NAILERS WOOD CANT TO BRACE CURB ill MECHANICAL 112* [13.m] MINIMUM UNIT, ETC. BEYOND TOP OF CURB ACRYLIC 3 -COURSE --CONTINUOUS ON TOP OF THE CURB 1'[25mm] MINIMUM BELOW TOP OF CURB FLASHING RECEIVER FASTENERS COUNTERFLASHING —3 -COURSE WITH GEL AND FABRIC WOOD CURB SEALING MATERIAL ---WOOD CURB SHEET METAL FLASHING RECEIVER HIGH -DOMED, CAPPED, GASKETED FASTENERS (APPROX. 18- [457mm] D.C., DEPENDING UPON WIND ZONE AND LOCAL CONDITIONS; MINIMUM TWO FASTENERS PER SIDE) —3 -COURSE WITH GEL & FABRIC REMOVABLE SHEET (OPTIONAL) METAL COUNTERFLASHING METACRYLICS ACRYLIC WHITE OR COLOR (36 MILS) '3 -COURSE WITH ACRYLIC GEL AND STITCHBOND POLYESTER FABRIC METACRYLICS ACRYLIC BASE AND STITCHBOND FABRIC (45 MILS) 1/4' (6.4 mm) DENSDECK ANY TYPE INSULATION (OPTIONAL) ROOF DECK NOTES: 1. ATTACH NAILER 70 DECK WITH SUITABLE FASTENERS. 2. WHEN POSSIBLE, THE MECHANICAL UNITS SHOULD NOT BE SET UNTIL THE ROOF MEMBRANE AND FLASHING HAVE BEEN INSTALLED. RAISEO CURB DETAIL FOR ROOFTOP AIR HANDLING META -15 UNITS AND DUCTS (JOB SITE CONSTRUCTED WOOD CURB) STRUCTURAL FRAME WIDTH OF EQUIPMENT HEIGHT OFLEGS UP TO 24- [UP TO 610mm]1 __2[610mm] 25' TO 48" [635mm TO 1.2m] '_ 36" [gf4mrn] 48" AND WIDER [3.2m AND WIDER) , 48" [1.2m) ER -4785 HEIGHT - SEE TABLE NOTE: THIS DETAIL MAY BE PREFERABLE TO DETAIL META -11 WHEN THE CONCENTRATED LOADS CAN BE LOCATED DIRECTLY OVER COLUMNS OR HEAVY GIRDERS IN THE STRUCTURE OF THE BUILDING. THIS DETAIL CAN BE ADAPTED FOR OTHER USES, SUCH AS SIGN SUPPORTS EQUIPMENT SUPPORT STAND META -12 APPLY ONTO TOP OF THE PARAPET any" SHEET METAL 30INT COVER APPROX. 112" PLATE 6' L152mml WIDE [13 mm] GAP OR 3 -COURSE WITH 6" FABRIC A , AND ACRYLIC GEL SEE DETAIL META -21 SHEET METAL PARAPET CAP FOR FLASHING OR COLOR) 36 MILS THICK OF SUPPORT LEGS b4 0 ROUND E PIPE COLUMN--,, CAPPED, E Ile WIDTH OF EQUIPMENT HEIGHT OFLEGS UP TO 24- [UP TO 610mm]1 __2[610mm] 25' TO 48" [635mm TO 1.2m] '_ 36" [gf4mrn] 48" AND WIDER [3.2m AND WIDER) , 48" [1.2m) ER -4785 HEIGHT - SEE TABLE NOTE: THIS DETAIL MAY BE PREFERABLE TO DETAIL META -11 WHEN THE CONCENTRATED LOADS CAN BE LOCATED DIRECTLY OVER COLUMNS OR HEAVY GIRDERS IN THE STRUCTURE OF THE BUILDING. THIS DETAIL CAN BE ADAPTED FOR OTHER USES, SUCH AS SIGN SUPPORTS EQUIPMENT SUPPORT STAND META -12 f APPLY ONTO TOP OF THE PARAPET any" SHEET METAL 30INT COVER APPROX. 112" PLATE 6' L152mml WIDE [13 mm] GAP OR 3 -COURSE WITH 6" FABRIC A , AND ACRYLIC GEL 'ok ,p -Z SHEET METAL PARAPET CAP OR COLOR) 36 MILS THICK b4 0 E >i'HIGH-DOMED, CAPPED, E TO NAILERS GASKETED FASTENERS '—ANY TYPE INSULATION (OPTIONAL) (APPROX. 18* [457mm] O.C. NOTES: 1. THIS DETAIL SHOULD BE USED ONLY WHEN THE ROOF DECK 15 SUPPORTED BY DEPENDINGUIPOIN WIND ZONE 2. ATTACH NAILER TO DECK WITH SUITABLE FASTENERS. AND LOCAL CONDITIONS) f APPLY ONTO TOP OF THE PARAPET any" METACRYLICS 3 -COURSE FLASHING OF ACRYLIC GEL AND FABRIC OVER- LAPPING A MINIMUM OF 2' (S mm) OVER THE VERTICAL METACRYLICS SYSTEM A CONTINUOUS TAPERED WOOD SHIM (E.G., BEVELED CEDAR SIDING) WOOD NAILER METACRYLICS ACRYLIC WHITE OR COLOR) 36 MILS THICK 3 -COURSE WITH ACRYLIC GEL AND FABRIC ACRYLIC BASE AND 5TITCHBOND POLYESTER FABRIC 45 MILS THICK WOOD CANT FASTENED TO NAILERS 1/4' (6.4 mm) DENSDECK '—ANY TYPE INSULATION (OPTIONAL) ------- ROOF DECK NOTES: 1. THIS DETAIL SHOULD BE USED ONLY WHEN THE ROOF DECK 15 SUPPORTED BY THE WALL. DETAIL META -4 SHOULD BE USED FOR NON -WALL SUPPORTED DECK. 2. ATTACH NAILER TO DECK WITH SUITABLE FASTENERS. 3. OPTION: IF WOOD NAILERS ARE NOT USED, A FIBER CANT STRIP SET IN ACRYLIC GEL MAY BE USED, METAL PARAPET CAP (COPING) AND RASE FLASHING META -8 FIGURE 1—INSTALLATION DETAILS—(Continued) CUPERTINO COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION ALBERT SALVADOR, P.E., C.B.O., BUILDING OFFICIAL 10300 TORRE AVENUE ^ CUPERTINO, CA 95014-3255 (408) 777-3228 • F( ,7N- 3 i xIcupertino.orcl PURPOSE: SL- �u� u" RM C P,17 V�D APR RE 2012 JyJ lS o _ _. _� _UQThe 2010 CalGreen Code applies to all newt 7Lh ucted hotels, motels, lodging houses, dwellings, dormitories, condominiums, shelters, congregate residences, employee housing, factory -built housing and other types of swellings with sleeping accommodations and new accessory buildings associated with such uses. Existing site and landscaping improvements that are not otherwise disturbed are not subject to the requirements of CALGreen. Project Name: T'AZ`C-oG* E—:: Project Address:®� I b �o�8,� Project Description: =z=oo,�- _ � , Q �MY 'Q�GLQy Instructions: 1. The Owner or the Owner's agent shall employ a licensed professional experienced with the 2010 California Green Building Standards Codes to verify and assure that all 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 Section 1 - Design Verification at the end of this checklist and have the checklist printed on the approved plans for the project. 3. Prior to final inspection by the Building De W, the licensed professional shall wmplete Column,3 and sign and date Section 2 - Implementation Verificatio aft e eA othis eWist and submit the 0 completed form to the Building Inspector. 1 (] i Reviewed By; Pagel of 5 CalGreen_2010.doc revised 08/27/11 CoW mn 2 Column 3 MANDATORY FEATURE OR MEASURE Project Verification fRe uirements gi: 111 OM Nomm", ���Prese� Pan�rr�4,nDesrgnSIa - g 4.1A site plan and inventory of the site is developed and used to minimize site disturbance in order preserve desirable existing natural resources and minimize future adverse effects on the proposed structure. Planning acid Design $itex=Deueloprna~nt 'led 4.106.2 A plan is developed an ed to manage st EV �W a drainage during construction. BUiidin 4.106.3 The site shall be plann loped to keep surface water away from buildings. Construction pl �ita Tggng or a drainage 1 system will manage all surface water flows. Reviewed By; Pagel of 5 CalGreen_2010.doc revised 08/27/11 2 of 5 CalGreen 2010.doc revised 08127111 lGenWeral 4.201.1 Low-rise residential buildings shall meet or exceed the minimum standard design required by the California Energy Standards. Indoor Water Use 4.303.1 Indoor water use shall be reduced by at least 20 percent using one of the follow methods. Water saving fixtures or flow restrictors shall be used per Table 4.303.2. El ® A 20 percent reduction in baseline water use shall be demonstrated per As of 7/01 /2011 Table 4.303.1. 4.303.2 When using the calculation method specified in Section 4.303.1, multiple showerheads shall not exceed maximum flow rates. As of 7/01/2011 4.303.3 Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with specified performance requirements. �t As of 7/01/2011 Outdoor Water Use' 4.304.1 Automatic irrigation systems installed at the time of final inspection X �J shall be weather -based. ® ; • AND, ® • Enhanced Durability and Reduced Maintenance 4.406.1 Joints and openings. 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. Construction Waste_ Reduction, Disposal and Recycling 4.408.2 Where a local jurisdiction does not have a construction and demolition waste management ordinance, a construction waste management plan shall ® El be submitted for approval to the enforcing agency. Building Maintenance and Operation 4.410.1 An operation and maintenance manual shall be provided to the ®� building occupant or owner. 2 of 5 CalGreen 2010.doc revised 08127111 iu . s f=ireplaces 4.503.9 Install only a direct -vent sealed -combustion gas or sealed wood- ®I burning fireplace, or a sealed woodstove. Pollutant Control 4.504.9 Duct openings and other related air distribution component openings shall be covered during construction. 4.504.2.9 Adhesives, sealants and caulks shall be compliant with VOC and I other toxic compound limits. 4.504.2.2 Paints, stains and other coatings shall be compliant with VOC limits. Ell 4.504.2.3 Aerosol paints and other coatings shall be compliant with product weighted MIR Limits for ROC and other toxic compounds. S 4.504.2.4 Documentation shall be provided to verify that compliant VOC limit materials have been used. �d I Ell rt 4.504.3 Carpet and carpet systems shall be compliant with VOC limits. 4.504.4 Fifty (50) percent of floor area receiving resilient flooring shall comply with the VOC-emission limits defined in the Collaborative for High Performance ®I �� Schools (CHPS) Low -emitting Materials List or be certified under the Resilient I S ►moi Floor Covering Institute (RCFI) FloorScore program. 4.504.5 Particleboard, medium density fiberboard (MDF), and hardwood plywood used in interior finish systems shall comply with low formaldehyde emission standards. Interior Moisture Control"_ M 4.505.2 Vapor retarder and capillary break is installed at slab on grade foundations. El 4.505.3 Moisture content of building materials used in wall and floor framing is ®I�� checked before enclosure. Page 3 of 5 CalGreen 2010.doc revised 08/27/11 Indoor Air Quaiity�and ihausi ,.... , 4.506.1 Exhaust fans which terminate outside the building are provided in ®) every bathroom. Environmental Comfort, -4 4.507.1 Whole house exhaust fans shall have insulated louvers or covers which close when the fan is off,—Covers oLl_ouvers shall have a minimum_ insulation va1u-e-ofR--4-2—. -- 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 LN equivalent. 2. Size duct systems according to ACCA 29-D (Manual D) or equivalent. 3. Select heating and cooling equipment according to ACCA 36-S (Manual S) or equivalent. 1101 . 11 x,. kl a 8 y Quaiifkateos x 702.1 HVAC system installers are trained and certified in the proper installation El1 of HVAC systems. �+ 702.2 The Licensed Professional responsible to verify CALGreen compliance is qualified and able to demonstrate competence in the discipline they inspect MKI and verify. 7�A Verifications- n 3 703.1 Verification of compliance with CALGreen may include construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which show substantial conformance. Implementation verification shall be submitted to the El Building Department after implementation of all required measures and prior to final inspection approval. Page 4 of 5 CalGreen 2010.doc revised 08127111 Project Name: Project Address: Project Description: _ SECTION 1 - DESIGN VERIFICATION Complete all lines of Section 1 —'Design Verification" and submit the completed checklist (Columns 1 and 2) with the plans and building permit application to the Building Department. The owner and design professional responsible for compliance with CalGreen Standards have revised the plans and certify that the items checked above are hereby incorporated into the project plans and will be implemented into the project in accordance with the requirements set forth in the 2010 California Green Building Standards Code as adopted by the City of Cupertino. n - Owner's Signature v eclo-Mlnt Owner's N se Print) Design Profbssional's Signature Design Professional's Name (Plea a Print) Signature of License 'ono respob for CalGreen compliance Name of License Professional responsibl for CalGreen compliance (Please Print) Email Address for License Professional responsible for CalGree compliance Date 3 1 Yr e /a D lZ 2oIZ Date Phone SECTION 2 — IMPLEMENTATION VERIFICATION 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. I 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 [tie requirements of the 2010 California Green Building Standards Code as adopted by the City of Cupertino. Signature of License_ Professional responsible for CalGreen compliance Date Name of License Professional responsible for CalGreen compliance (Please Print) Phone Email Address for License Professional responsible for CalGreen compliance J Pa e 5 of 5 C'alGrec17_20111doc revised 08,27,71 in UTSTU a L7 J- IT I BL_IllLL01ING ENIC RGY. ANALLYSM REPORT � . r PROOJEM. k_j Prigge Residence 10610 S. Tantau Avenue Cupertino, CA pvaa eco 083ugnev: Greentaiyo Inc. 142 Jib Court Half Moon Say, CA 94019 u 650-796-1790 RF'Ee�c•�l t Fr�E.»reci E� Denny Tamin DESIGN TEK ENERGY COMPLIANCE 616 Ramona Street, Suite 4 Palo Alto, CA 94301 650-329-0955 : 11 "0" ON' 4 Z c•, le) umrFII ,,,•f v CupEa u 0 Building DapeWrwnt APR � 6 292 REVIEWED FOR C LIANCE Date: Reviewed By: 2/16/2012 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC — www.energysoft.com. 5.1 by EneravSoft User II TABLE OF CONTENTS C NTS II Cover Page 1 Table of Contents 2 Form CF -1 R Certificate of Compliance 3 Form IViF-1 R Mandatory Measures Summary 3 HVAC System Pleating and Cooling Loads Summary 11 5.1 by Energy5ofl Job Number: ID: User Number: 4458 PERFORMANCE CERMC AT a ResidenVal1 Part 1 of 5 CF-1 R Project Name Prigge Residence Building Type ®'Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 2116/2012 Project Address 10610 S. Tantau Avenue Cupertino California Energy Climate Zone CA Climate Zone 04 Total Cond. Floor Area 2,223 Addition nla # of Stories 2 FIELD MSPECiiM ENERGY CHIEMLUST ❑ Yes ❑ No HERS Measures -- If Yes, A CF-4R must be provided per Part 2 of 5 of this form. ® Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. iNSULATI]ON Construction T e Area SpecWl Calvi$ (0 Features see Per$ 2 04 5i Status Roof Wood Framed Ratter R-38 1,651 New Wall Wood Framed R-21 2,006 New Door Opaque Door None 80 New Floor Wood Framed wlCrawl Space R-19 1,153 New Floor Wood Framed wlo Crawl Space R-19 406 New FENESTRATION U- Orientation Area(q) Factor ENIerior SHGC Overhang Sideffins Shades Sta$us Front (Sly 122.0 0.320 0.28 none none Bug Screen New Left (NW) 156.0 0.320 0.28 none none Bug Screen New Rear (NE) 227.0 0.320 0.28 none none Bug Screen New Right (SE) 345.0 0.320 0.28 none none Bug Screen New Skylight 4.0 1.190 0.83 none none None New Skylight 60.0 0.320 0.28 none none None New HVAC SYSTEMS C$ . Heating Min. Effff Cooling (rifJin. Effff ` hermastat Status 1 Central Furnace 93% AFUE Split Air Conditioner 14.0 SEER Setback New HVAC ®IISiTROU ON Location Heating Duct Coolling ®acct Location R-VaIlue Status FAU Ducted Ducted Attic, Ceiling Ins, vented 8.0 New WATER HEATING ®$ . 112e Ga Illons II iln. CEff ®isidbulion Status 1 Instant Gas 0 0.83 Reci'rcfTime+Temp New Ene Pro 5.1 by EnerpySoft User Number.' 4458 RunCode: 2092-02-96710:08:38 ID: Page 3 of 11 PERFORMANCE C ERTIFIC AM. Resldc nUd (Part 2 of 5) CF-1 R Project Name Prigge Residence Building Type 0 Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 2116/2012 SPEML FEATURES INSPECTION C HECK QST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. A hot water recirculation systems has been modeled. Verification of type is required. ITERS REGUMED V G 11MCA RON1 Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF-4R form for each of the measures listed below for final to be given. Ener Pro 5. 1 bv Ener Soft User Number: 4458 RunCode: 2012-02-16790:08:38 /D: Pa e 4 of 11 PERFORMANCE CERTIFICATE: ReaWsMW Pali 3 of 5) CSF -1 R Project Name Building Type ® Single Family ❑ Addition Alone Date Prigge Residence 1 ❑ Multi Family ❑ Existing+ Addition/Alteration 2/16/2012 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/ft2- r Space Heating 23.76 20.88 2.87 Space Cooling 15.85 19.36 -3.51 Fans 6.93 8.24 -1.31 Domestic Hot Water 16.78 14.57 2.21 Pumps 0.00 0.25 -0.25 Totals 63.32 63.31 0.01 Percent Setter Than Standard: 0.0 MILDEW OOMPL 00% o NO HEM WER01FUCL V0(D 1 MERU11RIPM Fenestration Building Front Orientation: (SK9 246 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (SK9 567 122 Fuel Available at Site: Natural Gas (NK) 901 156 Raised Floor Area: 1,559 (NE) 567 227 Slab on Grade Area: 0 (SE) 901 345 Average Ceiling Height: 9.0 Roof 1,715 64 Fenestration Average U -Factor: 0.32 TOTAL: 814 Average SHGC: 0.28 Fenestration/CFA Ratio: 41.1 REMARKS STATEMENT OF COilfli PUANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Efficiency Standards of the California Code of Regulations. The documentation author hereby certifies that the documentation is accurate and mplete. DocumenialBon Author Company DESIGN TEK ENERGY COMPLIANCE 616 Ramona Street, Suite 4 Dann Tamin 2/16/2012 Address Name y City/State/ZipCity/State/Zip Palo Alto, CA 94301 Phone 650-329-0955 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company Greentaiyo Inc. Address 142 Jib Court Name Shoji Nagayama City/State/Zip Half Moon Bay, CA 94019 Phone 650-786-1780 Signed lrcen # Date EnergyPro 5.1 by EnergySoft User Number: 4458 RunCode: 2012-02-16T10:08:38 ID: page 5 of 11 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5) CF -1 R Project Name Building Type m Single Family ❑ Addition Alone Date Prigge Residence ❑ Multi Family ❑ Existing+ Addition/Alteration 2/16/2012 OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Roof 538 0.028 R-38 0 0 New 4.2.2-A19 1 st Floor Zone Wall 236 0.069 R-21 246 90 New 4.3.1-A6 1st Floor Zone Door 40 0.500 None 246 90 New 4.5.1-A4 1st Floor Zone Well 335 0.069 R-21 336 90 New 4.3.1-A6 1st Floor Zone Door 40 0.500 None 336 90 New 4.5.1-A4 1st Floor Zone Wall 163 0.069 R-21 66 90 New 4.3.1-A6 1st Floor Zone Wall 240 0.069 R-21 156 90 New 4.3.1-A6 1st Floor Zone Floor 1,153 0.037 R-19 0 180 New 4.4.1-A4 1st Floor Zone Roof 1,113 0.028 R-38 0 0 New 4.2.2-A19 2nd Floor Zone Wall 169 0.069 R-21 246 90 New 4.3.1-A6 2nd Floor Zone Wall 370 0.069 R-21 336 90 New 4.3.1-A6 2nd Floor Zone Wall 177 0.069 R-21 661 90 1 New 4.3.1 A6 2nd Floor Zone Wall 1 316 0.069 R-21 1561 90 1 New 4.3.1-A6 2nd Floor Zone Floor 1 406 0.048 R-19 01 180 New 4.4.2-A4 2nd Floor Zone FENESTRATION SURFACE DETAILS ID I Type I Area I U -Factor SHGC Azm I Status Glazing Type Location/Comments 1 Window 1 30.01 0.320 NFRC 1 0.28 1 NFRC 1 2461 New I Double Non Metal U=0.32 SHGJ 1st Floor Zone 2 Window 80.0 0.320 NFRC 0.28 NFRC 336 New Double Non Metal U=0.32 SHG 1st Floor Zone 3 Window 143.0 0.320 NFRC 0.28 NFRC 66 NDouble Non Metal U=0.32 SHG 1st Floor Zone 4 Window 215.0 0.320 NFRC 0.28 NFRC 156 Nee�w Double Non Metal U=0.32 SHG 1st Floor Zone 5 Skylight 4.0 1.190 Default 0.83 Default 0 Single Metal Clear 12nd Floor Zone 6 Skylight 60.0 0.320 NFRC 0.28 1 NFRC 0 New Double Non Metal U=0.32 SHG 2nd Floor Zone 7 Window 92.0 0.320 NFRC 0.28 NFRC 246 New Double Non Metal U=0.32 SHG 2nd Floor Zone 8 Window 76.0 0.320 NFRC 0.28 NFRC 336 New Double Non Metal U=0.32 SHG 2nd Floor Zone 9 Window 84.0 0.320 NFRC 0.28 NFRC 66 New Double Non Metal U=0.32 SHG 2nd Floor Zone 10 Window 130.0 0.320 NFRC 0.28 NFRC 156 New Double Non Metal U=0.32 SHG 2nd Floor Zone (1) LI -Factor Type: 2 SHGC Type: 116-A = Default Table from Standards, NFRC = Labeled Value 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window H t FW- Ove hang Left Fin Right Fin Len H t LExt RExt Dist 'Len H t Dist Len H t 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 4 Bug Screen 0.76 5 None 1.00 6 None 1.00 7 Bug Screen 0.76 8 Bug Screen 0.76 9 Bug Screen 0.76 10 Bug Screen 0.76 Ener Pro 5.1 by EnergySoft User Number: 4458 RunCode: 2012-02-16710:08:38 ID: Page 6 of 11 CERTIFICATE OF COMPUANC E: G3esWenftl (Part 5 of 5) CSF -I R Project Name Prigge Residence Building Type E21 Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1211612012 BUILDING ZONE INFORMATION System Name Zone Name Floor Area New Existina Altered I Removed Volume Year Built FAU 1st Floor 1,153 10,377 2nd Floor 1,070 9,630 Totals 1 2,2231 0 0 01 1 HVAC SYSTEMS System Name Q Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status FAU 1 Central Furnace 93% AFUE Split Air Conditioner 14.0 SEER Setback New HVAC DISTRIBUTION System Name Heating Duct Cooling Duct Location R -Value Ducts Tested? Status FAU Ducted Ducted Attic, Ceiling Ins, vented 8.0 ❑ New WATER HEATING SYSTEMS S stem Name Q . T e Distribution Tank Energy Factor al or RE :Q1,nputCap. Standby Lossor Pilot Ext. Tank Insul. R- Value Status Takagi T -K3 -Pro 1 Instant Gas RecircJTime+Temp 0 0.83 n/a n/a New MULTI -FAMILY WATER HEATING DETAILS HYDROMIC HEATING SYSTEM PIPING Control Hot Water Piping Length ft C 0 m < System Name Pipe Length Pipe Diameter Insul. Thick. 7Qty.HP Plenum Outside Buried 10 0 10 1 Ene Pro 5.1 bEner Soft User Number. 4458 RunCode: 2012-02.16790:08:38 ID: Page 7 of 11 MANDATORY MEASURES SUMMARY: Residential Pae 1 of 3 MF -1 R Project Name Prigge Residence Date 2/16/2012 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF -1 R, CF -1 R -ADD, or CF - 1 R -ALT Form) shall supersede the items marked with an asterisk (*) below. This Mandatory Measures Summary shall be incorporated into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF -1 R Form with plans. Envelope Measures: -Building 116(a)l: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC , and infiltration that meets the requirements of 10-111 (a). 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 11 B a : Insulationspecified or installed meets Standards for Insulating Material. Indicate type and include on CF -6R Form. §11 B(i): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(i) when the installation of a Cool Roof is specified on the CF -1 R Form. *§1 50 a : Minimum R-19 insulation in wood -frame ceiling orequivalent U -factor. 150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. *§150(c): Minimum R-13 insulation in wood -frame wall orequivalent LI -factor. *§150(d): Minimum R-13 insulation in raised wood -frame floor orequivalent U -factor. 150(f): Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95 2000 when specified on the CF -1 R Form. 150 : Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no weater than 2.0perm/inch and shall be protected from physical damage and UV light deterioration. Decorative Gas Appliances and Gas Log Measures: -Fireplaces, 150 a 1A: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)1 B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible, operable, and tight -fitting damper and or a combustion -air control device. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of §113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. 150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §1500)1 A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §1500)1 B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. §150(j)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of sections of hot water pipes are insulated per Standards Table 150-B. -recirculating §1500)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §1500)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. 150(j)3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance and wind. §150@3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. §150@4: 4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. EnergyPro 5.1 by EnergySoff User Number 4458 RunCode: 2012-02-16710:08:38 1D: Page 8 of 11 MANDATORY MEASURES SUMMARY: Residential Pa e 2 of 3 MF -1 R Project Name Date Prigge Residence 2/16/2012 §150(m)1: All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R- 4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings reater than 1/4 inch, the combination of mastic and either mesh or tape shall be used §150(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. §150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tae is used in combination with mastic and draw bands. 150(m)7: Exhaust fans stems have back draft or automatic dampers. §150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated -dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. Flexible ducts cannot have porous inner cores. -§150(m)10: §150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating ora pilot light. §114(b)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines, or built-up connections for future solar heating, 114(b)2: Outdoor pools ors as that have a heat pump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. 150 : Residential pool systems orequipment meet the purne sizing, flow rate, pipin2, filters, and valve requirements of §150 Residential Lighting Measures: §150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a tow efficacy luminaire asspecified by §150(k)2. 150(k)3: The wattage of permanently installed luminaires shall be determined asspecified by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line - voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw -base socket. 150(k)6: Lighting integral to exhaust fans in rooms other than kitchens shall meet the applicable requirements of §150(k). 150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. §150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual -on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. EnergyPro 5.1 by EnergySoft User Number: 4458 RunCode: 2012-02-16710:08:38 ID: Page 9 of f 1 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MGA -1I R Project Name Date Prigge Residence 2/16/2012 §150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupancy sensor. §150(k)l 1: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual - on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with 150 k 11. §150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)l3: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptionl to §150(k)l3 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)l4: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to §130(d). §150(k)l5: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131, 134, and 146. §150(k)16: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensors certified to comply with the applicable requirements of 119. EnergyPro 5.1 by EnergySoft User Number: 4458 RunCode: 2012-02-16T10:0838 ID.: Page 10 of 11 Lim HVAC sysTEiMi IDEATING AND C 00UNIG LOADS SUMMARY Project Name Prigge Residence Date 2/16/2012 System Name FAU Floor Area 2,223 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 1,401 Return Vented Lighting Return Air Ducts Return Fan Ventilation F 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 56,000 29,402 865 876 32,357 Total Output (Btuh) 56,000 0 Output Stuh/s ft 25.2 865 1,186 Cooling System 0 0 Output per System 47,500 0 0 0 0 Total Output (Btuh) 47,500 0 865 0 Total Output Tons 4.0 1 865 1,186 Total Output (Btuh/s ft) 21.4 Total Output s ft/Ton 561.6 1 31,132 34,728 Air System CFM per System 1,545 HVAC EQUIPMENT SELECTION Airflow (cfm) 1,545 Bryant 556AN048-B/350MAV048060 35,800 9,221 56,000 Airflow (cfm/s ft) 0.70 Airflow cfm/Ton 390.3 Outside Air (%) 0.0% Total Adjusted System Output 35,800 9,221 56,000 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3 PM Jan 1 AM Outside Air (cfm/s ft) I 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Tem eratures at Time of Heating Peak 28 OF 69 OF Outside Air 0 cfm Supply Fan 1,545 cfm 69 IF 69 IF 105 IF Heating Coil 104 ,F ............................µ.�.,,, ROO ............................ E 70 IF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 88 / 68 IF 76 / 62 IF 76 / 61 IF 55 / 54 IF Outside Air 0 cfm Supply Fan Cooling Coil 56 /54 OF 1,545 cfm 45.9% ROMM:• 76 / 62 °F75161 IF EnergyPro 5. 1 by EnergySoff User Number., 4458 RunCode: 2012.02-16710:08:38 /D: Page t 1 of 1l