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13030137-FI I CITY OF CUPERTINO BUILDING PERMIT I BUILDING ADDRESS: 10577 SAN LEANDRO AVE OWNER'S NAME: TOM KO OWNER'S PHONE: 4089229021 ® LICENSED CONTRACTOR'S DECLARATION License Class Lic. # ContractorjDate i:O/ l�.I , I hereby a oft ad I m- lte [sea rtndPghe i ns o Chapter 9 (commencing with Se ion 7000) of Division 3 f the Business & Professions Code and that my license is in full force and effect. I hereby affirm under penalty of perjury one of the following two declarations: have vd will maintain a certificate of consent to self -insure for Worker's CC Co pe sation, as provided for by Section 3700 of the Labor Code, for the p � o ance of the work for which this permit is issued. 4SI v� d will maintain Worker's Compensation Insurance, as provided for boP ton 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. 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 sai ty in consequence of the granting of this permit. Additionallyytbe Cc understands and will comply with all non -point source regulations per e' upertino Municipal Code, Section 9.18. _-<- —/1C - Date ® OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec.7044, Business & Professions Code) 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.7044, Business & Professions Code). ➢ 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. 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. CONTRACTOR: CALIFORNIA HOMES PERMIT NO: 13030137 AND KITCHEN DESIGN 1775 JUNCTION AVE DATE ISSUED: 09/24/2013 SAN JOSE, CA 95112 PHONE NO: (408) 392-8200 JOB DESCRIPTION: RESIDENTIAL IJ COMMERCIALS CONSTRUCT 2 STORY SFDWL, 1ST FLOOR 2,105 SQ FT, 2ND FL 1,503 SQ FT- ATTACHED GARAGE 451 PORCH AREA 570 SQ FT ON A VACANT LOT ' REVISIO�#IE M.SUITE -ISSD OTC 10/16/2013 Area: I Valuation: $610000 APN Number: 35705074.00 1 Occupancy Type: PERMIT EXPIRES IF WORK IS NOT STARTED WITHIN 180 DAYS OF PERMIT ISSUANCE OR 180 DAYS FROM LAST CALLED INSPECTION. Issued by: I Date: 0 • �% 13 RE -ROOFS: All roofs shall be inspected prior to any roofing material being installed. If a roof is installed without first obtaining an inspection, I agree to remove all new materials for inspection. Signature of Applicant: Date: ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER HAZARDOUS MATERIALS DISCLOSURE I 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 I store or handle hazardous material. Additionally, should I t or devices which emit hazardous air contaminants as tnMVyy the�BayArAir Quality Management District I will main[ ' tpliance with theMunicipal Code, Chapter 9.12 and afety Code, Sect3}, and 25534. Owner or CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of work's for which this permit is issued (Sec. 3097, Civ C.) Lender's Name Lender's ARCHITECT'S DECLARATION I understand my plans shall be used as public records. Licensed Professional Signature Date COMMUNITY DEVELOPMENT DEPARTMENT - BUILDING DIVISION 10300 TORRE AVENUE - CUPtRTINO, CA 95014-3255 l I (408) 777-3228 - FAX (408) 777-3333 - bui1ding(@cuPe1Jjoo.orq CUPERTINO ❑ NEW CONSTRUCTION ❑ ADDITION ❑, ALTERATION / TI REVISION / EFERRED ORIGINAL PERMIT # l 0� PROJECT ADDRESS (� 7 /�� ^ At N # �L —7 w J 6 0 —� E-MAIL THOMAS.kp OWNER NAME PHONE 99 �� I� MAlL,CO STREETADDRESS L 1 Q \ U CITY, STATE, ZIP �/I ,J�6..Vo/v FAX 1 CONTACT NAME a PHONE 0 �-p O 'i E-MAIL _ o STREET ADDRESS It CITY, STATE, ZIP FAX ❑ OWNER Cl OWNER -BUILDER ❑ OWNER AGENT ❑ CONTRACTOR CONTRACTOR AGENT ❑ ARCHITECT ❑ ENGINEER ❑ DEVELOPER ❑ TENANT CONTRACTOR NAME �Q %f 11C LICENSE NUMBER LICENSE TYPE AC BUS. LIC # • COMPANY NAMECO111 S$ E-MAIL �M FAX -�P 0� 1�6 r Q� oA C I1 am in, STREET ADDRESS CITY, STATE, ZIP PHONE ® 35 ARCHITECr/ENGINEER NAME (� ; I i� n n I V' K (� C- Ili LICENSE NUMBER 21230 '23v BUS. LIC # COMPANY NAME_[ „q • ^ �lOn 1, f� ( E-MAIL , �„ a r n „^ FAX ,*() S 4-o * � RESS STREET ADDRESS5� �1` (( 27 5�c��y dad �d # is _ /e CITY, STATE, ZIPC /�//j f7so 7 u /iI2 PHONE 'OJ 6 97 /,9 0 � J DESCRIPTION OF WORK ALS J�A1m2S{�� hi:�� Vh��(�h (�y� C a - EXISTING USE CC9� PROPOSED USE CONSTR.TYPE (�( CO- VN p/'lr-- # STORIES -- C� USE TYPE OCC. SQ.FT. VALUATION (S) EXISTG NEW FLOOR DEMO TOTAL AREA AREA AREA NErAREA BATHROOM KITCHEN OTHER REMODEL AREA REMODEL AREA REMODEL AREA PORCH AREA DECK AREA TOTAL DECK/PORCH AREA GARAGE AREA: DETACH ❑ ATTACH # DWELLING UNITS: IS A SECOND UNIT []YES SECOND STORY []YES BEING ADDED? ]NO ADDITION'. [:]NO PRE -APPLICATION ❑YES IFYES, PROVIDE COPY OF IS THE BLDC AN ❑YES REC D BY '»_ F.' TOTAL VALUATION: PLANNING APPL # []NO PLANNING APPROVAL LETTER EICHLER HOME? ❑ NO r By my signature below, I certify to each of the following: I am the r o er or authorize age t to act on the property owner's behalf. I have read this application and the information I have provided is correct. read the scription ofNrk an erify it is accurate. I agree to comply with all applicable local ordinances and state laws relating to building cons a 'on. I authors upertino to enter the above -identified properW for inspection purposes. Signature of Applicant/Agent: Date: SUPPLEMENTA ORMATION IRED '., PI ANGII$ciZTYPE'A . RbvTlivc;s%rP, •, `' New SFD or Multifamily dwellings: Apply for demolition permit for i OVER THE a-11 existing building(s). Demolition permit is required prior to issuance of buildin.:. COUNTER 4 BUILDINdTLAN J2EVIET =' permit for new building. ' ❑ EXPRE§S 4 - ❑ "-RLANNING PLAN REVIEWy, ,r Commercial Bldgs: Provide a completed Hazardous Materials Disclosure ❑ �sTArrnnRn ❑� PUBLICwoRits _- _ form if any Hazardous Materials are being used as part of this project. t a r° ❑ Copy of Planning Approval Letter or Meeting with Planning prior to LARGE ' t FIRE _ ❑ MAJOR � ❑ SANITARY $EWER DISTRICT submittal of Building Permit application. ,:„ t x S ❑'ENV[RONMENTAtiHEALTH';. 'f5 •Cav, BIdgAPP_2011.doc revised 06121111 ?"4Trlr\lr ?"hTo tr_gTTTTD TD TPTTR%T(n \L, IL IL 11 \LV1L' �%U!L 11 d_UA), IL 1L1`7 ILY FEEESTIMATOR — BUILDING DIVISION ADDRESS: 10577 san lleandrolve `° DATE: 10/17/2013 REVIEWED BY: Mendez APN: IMP#: 13040115 *VALUATION: Iso *PERIy[i IT TYPE: Building Permit ?LAN CHECK TYPE: Alteration / Repair PRIMARY SFD or Duplex PENTAMIATION 1GENRES USE: PERMIT TYPE: WORK revision #1 revise layout of m.suite SCOPE Atech. Plan Check Plumb. Plan Check Elee. .Plan Check FIV-1151. Permit Fee: Plumb. Permit l ee: Elec. Permit Fee: Other Afech. Insp, C Other Plumb Insp. a Other Elec. Insp. 1 hch. Imp. ree. Plumb. hisp. Fee: Elec. Insp, Fee: NOTE: This estimate does not include fees due to other Departments (Le. Planning, Public Works, Fire, Sanitary Sewer District, School District, etc). These fees are based on the nreliminary information available and are only an estimate. Contact the Dent for addn'l info. FEE ITEMS (Fee Resolution 11-053 Ef 7111132 ]FETE QTY/FIEIE MISC ITEMS Plan Check Fee: Honnruy Only? 0 Yes (E) No $0.00 2 hours $278.00 Plan Check, Hourly ISTPLNCK Suppl. PC Fee: E) Reg. ® OT Q,Q �hrs $0.00 PME Plan Check: $0.00 Permit Fee: $0.00 Suppl. Insp. Fee:Q Reg. C) OT Q Q hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 C onso-itclion Tax.. Administrative Fee: E) Work Without Permit? 0 Yes a No $0.00 Advanced Planning Fee: $0.00 Select a Non -Residential Building or Structure 0 Truvel Doetanenturion Fees: Strong Motion Fee: $0.00 0 # $0.00 Revisions IREVCOMTI Tenant Improvement Bldg? Stds Commission Fee: $0.00 SUBTOTALS: $0.00 $278.00 TOTAL FEE: $278.00 Revised: 10/01 /2013 MY OF cCUP ElIBT>IIN® BUI<> DE NG PIEIMIIT BUILDING ADDRESS: 10577 SAN LEANDRO AVE CONTRACTOR: CALIFORNIA HOMES PERMIT NO: 13030137 AND KITCHEN DESIGN OWNER'S NAME: TOM KO -y ' 1775 JUNCTION AVE DATE ISSUED: 09/24/2013 OWNER'S PHONE: 4089229021 SAN JOSE, CA 95112 PHONE NO: (408) 392-8200 LICENSED CONTRACTOR'S DECLARATION JOB DESCRIPTION: RESIDENTIAL COIv MERCIAL License Class Lic. # Z� l CONSTRUCT 2 STORY S]FIlDW L, IST FLOOR 2,105 SQ FT, 2INIID FL 1,503 SQ FT- ATTACHED GARAGE 451 ]PORCH[ Contractor Date q AREA I hereby affirm th I am licensed under the provisions of Chapter 9 570 SQ ]FT ON A VACANT LOT (commencing with Section 7000) of Division 3 of the Business & Professions Code and that my license is in full force and effect. ➢ 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: $610000 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: 35705074.00 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 STARTEDcorrect. I agree to comply with all city and county ordinances and state laws relating �� ®�� OF PERMIT ISSUANCE ®� to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save 180 IIDAOM LAST CALLED HqS PIECTI(O1N. indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue agains*City in consequence of the granting of this permit. Addition , e cant understands and will comply Issued by: Date: with all non -point sourc ations a Cupe ino Municipal Code, Section 9.18. RE -ROOFS: Signature Date r� All roofs shall be inspected prior to any roofing material being installed. If a roof is installed without first obtaining an inspection, I agree to remove all new materials for inspection. / ® OWNER -BUILDER DECLARATION C/ Signature of Applicant: Date: I hereby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec.7044, Business & Professions Code) I, as owner of the property, am exclusively contracting with licensed contractors to HAZARDOUS MATERIALS DISCLOSURE construct the project (Sec.7044, Business & Professions Code). ➢ have read the hazardous materials requirements under Chapter 6.95 of the California health & Safety Code, Sections 25505, 25533, and 25534. ➢ will I hereby affirm under penalty of perjury one of the following three maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the declarations: Health & Safety Code, Section 25532(a) should I store or handle hazardous have and will maintain a Certificate of Consent to self -insure for Worker's material. Additionally, should I use equipment or devices whicl t hazardous Compensation, as provided for by Section 3700 of the Labor Code, for the air contaminants as defined by the Bay A r� i gement District 1 performance of the work for which this permit is issued. will maintain compliance wit upertino Munici de, Chapter 9.12 and 1 have and will maintain Worker's Compensation Insurance, as provided for by the Health & Safety , Sections 25505, 2553 Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Owner or authorized agent: ate:-10 I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. If, after making this certificate of exemption, I CONSTRUCTION LENDING AGENCY become subject to the Worker's Compensation provisions of the Labor Code, I must 1 hereby affirm that there is a construction lending agency for the performance of forthwith comply with such provisions or this permit shall be deemed revoked. work's for which this permit is issued (Sec. 3097, Civ C.) Lender's Name APPLICANT CERTIFICATION Lender's Address I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save indemnify and keep harmless the City of Cupertino against liabilities, judgments, ARCHITECT'S DECLARATION costs, and expenses which may accrue against said City in consequence of the I understand my plans shall be used as public records. granting of this permit. Additionally, the applicant understands and will comply with all non -point source regulations per the Cupertino Municipal Code, Section Licensed Professional 9.18. Signature Date NA Tow► <,j - �vv\ e r4/\ 1 //,, `� pry, ,,� � �y �/¢�� r� �/J 0� f �CY"� b-7..A��v ✓ '�-� a C,� � ' l(1� C 1 t q' U�i kcvl a5 +6- Ovxnev bA l ,Pa- Ci- 0y pwujmitt -�kx �U tj'e t- O�- IM �1r�V��Vi7 JCS C2I9Uaw�� s a"j 't(LVy1 Pe5,'Im 1AA CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 10577 SAN LEANDRO AVE I CONTRACTOR: TOM KO PERMIT NO:13030137 OWNER'S NAME: TOM KO OWNER'S PHONE: 4089229021 ❑ ]LICENSED CONTRACTOR'S DECLARATION License Class Lic.# Contractor Date I hereby affirm that I am licensed under the provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business & Professions Code and that my license is in full force and effect. I hereby affirm under penalty of perjury one of the following two declarations: I have and will maintain a certificate of consent to self -insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 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 1 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 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 regula s per the Cupertino Municipal Code, Section 9.18. Signature te L �U + •/ ❑ OWNER -BUILDER DECLARATION I hereby affirm that I 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 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, 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. �1 1 Signature Date 1569 BELLEMEADE ST I DATE ISSUED: 09/24/2013 SAN JOSE, CA 95131 I PHONE NO: BUILDING PERMIT INFO:: BLDG r ELECT r PLUMB r— MECH p RESIDENTIAL' COMMERCIAL r JOB DESCRIPTION: CONSTRUCT 2 STORY SFDWL, 1 ST FLOOR 2,105 SQ FT, 2ND FL 1,503 SQ FT- ATTACHED GARAGE 451 PORCH AREA 570 SQ FT ON A VACANT LOT Sq. Ft Floor Area: I Valuation: $610000 APN Number: 35705074.00 I Occupancy Type: PERMIT EXPIRES IF WORK IS NOT STARTED WITHIN M DAYS OF PERMIT ISSUANCE OR 180 DAY M LAST CALLED INSPECTION. Issued by: Date: RE -ROOFS: All roofs shall be inspected prior to any roofing material being installed. If a roof is installed without first obtaining an inspection, I agree to remove all new materials for inspection. Signature of Applicant: Date: ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER HAZARDOUS MATERIALS DISCLOSURE I have read the hazardous materials requirements under Chapter 6.95 of the California Health & Safety Code, Sections 25505, 25533, and 25534. I will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the Health & Safety Code, Section 25532(a) should I 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 I will maintain compliance with the Cupertino Municipal Code, Chapter 9.I2 and the Health & Safety Code, Sect ns 25505 25533, and 25534. Owner or authorized agent: Dater CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of work's for which this permit is issued (Sec. 3097, Civ C.) Lender's Name Lender's Address ARCHITECT'S DECLARATION I understand my plans shall be used as public records. Licensed Professional COMMUNITY DEVELOPMENT DEPARTMENT - BUILDING DIVISI 10300 TORRE AVENUE ^ CUPERTINO, CA 95014-3255 (408) 777-3228 ^ FAX (408) 777-3333 ^ building(a-cupertino.org r N LZ NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION / TI ❑ REVISION / DEFERRED ORIGINAL PERMIT # PROJECT ADDRESS r, S 1 p , APN# j P°_ r ze"t-Aw OWNER NAME !\ PHONEt OE_ q 1,L_ q OI E-MAIL STREET ADDRESSI S / /Jl B ^ �m a b (,�" ` CITY, STATE, ZIP C^ r^ TO S � O [Q Q s l ✓ O T' l (B-,MAI` FAX CONTACT NAME PHONE L del` I . cal STREETADDRESS CITY, STATE, ZIP„ n I, �f O FAX r�❑VTENANT ' CAR'C�HHrrECT' ❑ OWNER ❑ OWNER -BUILDER ❑ OWNER AGENT ❑ CONTRACTOR ❑ CONTRACTOR AGENT O ENGINEER ❑ DEVELOPER CONTRACTOR NAME LICENSE NUMBER LICENSE TYPE BUS. LIC # COMPANY NAME E-MAIL FAX STREET ADDRESS CITY, STATE, ZIP PHONE ARCHITECT/ENGINEER NAME LICENSE NUMBER C 2tz�,d BUS. LIC # COMPANY NAME E-MAIL FAX STREET ADDRESS CITY, STATE, ZIP PHONE DESCRIPTION OF WORK pyOL6��e a EXISTING USE �` PROPOSED USE CONSTR. TYPE V � # STORIES USE TYPE OCC. SQ.FT. VALUATIONEXIST($) ,G ,; 40� NET N AREA 1 110 'WE 4C140,000 BATHROOM REMODEL AREA KITCHEN REMODELAREA OTHER REMODEL AREA PORCH AREA DECK AREA TOTALD�ECK/P'O\RCH AREA GARAGE AREA: DETACH G 6 V g7-1 V �•� TTACH �_ u (jam 6 :� Q ®C9J # DWELLING UNITS: IS A SECOND UNIT ❑ YES SECOND STORY ❑ YES BEING ADDED? Q-NO ADDITION? []NO PRE -APPLICATION -rLrYES IF YES, PROVIDE COPY OF IS THE BLDG AN ❑ YES RECE E BY: TOTAL VALUATION: PLANNING APPL # []NO P IN APPROVAL LETTER EICHLER HOME? j- 190 r (010 10 D By my signature below, I certify t each of the following: I am the property owner or autho ' d gent'Tb act on the property owner's behalf. I have read this application and the informatiol I have vided is corre I. 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 t u' g constnr on. I authtatives of Cupertino to enter the above -identified property for inspection purposes. Signature of Applicant/Agent: Date: SUPPLEMENTAL INFORMATION REQUIRED PLAN CHECK TYPE ROUTING SLIP ❑ OVER-THE-COUNTER uJLDING PLAN REVIEW _ New SFD 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 PLANN G PLAN REVIEW _ Commercial Bldgs: Provide a completed Hazardous Materials Disclosure STANDARD PUBLIC RKS form if any Hazardous Materials are being used as part of this project. ❑LARGE Copy of Planning Approval Letter or Meeting with Planning prior to ❑MAJOR VQ---FIRT submittal of Building Permit application. ANITARY SEWER DISTRICT 11 ❑ ENVIRONMENTAL HEALTH BldgApp_2011.doc revised 06121111 cCffT Y ®IF cCUP E1[ TMD FEE ESTIMATOR — BUIMDI NG IlDI ViSIION rj ADDRESS: 10577 San Leandro ave DATE: 03/26/2013 REVIEWED BY: Mendez APN: IBP#: 345JO/3 WAILUATION: j$610,000 *?ERMIIT TYPE: Building Permit PLAN CHECK TYPE: New Construction PR➢IY[iAI81t' SFD or Duplex USE: 2nd Unit? Yes No I PENTAMATIION 1R3SFDW I PERMIT TYPE: WORK construct 2 story sfdwl 1 st floor 2,105 sq ft 2nd fl 1,503 sq ft- attached garage 451 porch area 570 s SCOPE ft OCCUPANCY TYPE: TYPE OF CONSTR. 1FLR AREA s.f. PC FLEES PC ]FEE ID BPFEES IBP FEE ID R-3 (Custom) II-B,III-B,IV,V-B 4,629 $3,094.33 IR3PLNCK $3,641.62 IR3INSP TOTALS: 4,629 $3,094.33 $3,641.62 .Wech Plan C'hetk Plumb. Plan Check Elec:. Plan (:;heck F,f_,,,i, Permil Fee: Plumb. Permit Fee: F.lec•. Permit Fee: Other Mech. Insp. D Other Plumb Insp. C Other Elec. Insp. Mech. Insp. Fee: Phnnh. /usp. Fee: Elec, Insp, Fee: NOTE: This estimate does not include fees due to other Departments (i.e. Planning, Public Works, Fire, Sanitary Sewer District, School District, etc). These fees are based on the preliminary information available and are only an estimate Contact the Dept for addn'l info. FEE ITEMS (Fee Resolution 11-053 E�.' 711112) FEE QTY/IFEE MISC ITEMS Plan Check Fee: $3,094.33 Select a Misc Bldg/Structure or Element of a Building Al Suppl. PC Fee: E) Reg. 0 OT 0.0 hrs $0.00 PME Plan Check: $0.00 Permit Fee: $3,641.62 Suppl. Insp..Fee:Q Reg. Q OT LO.OLILhrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 Construction Tax: IBCONSTAXR # new units $6 9 Administrative Fee;: r Work Without Permit? 0 Yes E) No $0.00 Advanced Plannin 7g Fee: IPLLONGR $601.77 Select a Non -Residential 1 Building or Structure .0 Travel DOczttnentation Fees: Strong Motion Fee: IBSEISMICR $61.00 Select an Administrative Item Blde Stds Commission Fee: IBCBSC $25.00 SUBTOTALS: $8,053.01 $0.00 TOTAL FEE: 1 $8,053.01 Revised: 01 /01 /2013 Building; Department Cite 0fCuperCirj0 10300 Torre; Avenue Cupertino, CA 95014-3255 Teleplione: 409-777-3228 Fax: 4.08-777-33 ti3 COIF YRACTOR / SUBCONTRACTOR LIST AM ADDRESS:10577 San Leandro Ave. PERM IT # 13030137 OWNF 'S NAM)~:Tom Ko PIION E it (408) 392-8200 GENERAL C ONTRACTOR:Califomia Homes & Kitchen Design Inc. BUSINESS LICENSE #f 30459 .AI)13RFSS:1775 Junction Ave. CI"1"yMKOM: San Jose 195112 "Our muaicipaal cook: requires nil businesses working in the city to have a City of Cupertino hie, Iness license. NO :, UILDIIING FINAL OR FILIAL OCCUPANCY INSPECTION(S) Wi.LL HE SCFIF1lL1i. E D UNTIL THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS .HAVE OBTAINED A C.IT`k OF CLIPERI INN I aw riot using :any saabcontractovs: ..... _....____._— Signature Date F'Iea w ebe& opplicnble sobcontractors and complete the t'ollowitigy iatfor"Wlow � SUBC.GNMAC,TC➢R NAM E LICENSE # X-abinets chi MifIwork _.----BL'SINIsSS California Homes & Kitchen Design Inc. —BUSINESS 30459 30459 X Ceniem Finishing; t� California Homes & Kitchen Design Inc. i X Electrical Shine Electrical 33899 X Excavation California Homes & Kitchen Design Inc. 30459 �30459 X Flooring; / Carpeting; California Homes & Kitchen Design Inc. X Linoleum / Wood California Homes & Kitchen Design Inc. 30459 Glass / Glazing; N / A X Heating California Homes & Kitchen Design Inc. 30459 X Insulation Landscaping _._._._................. __..._.,_____ IS Group, Inc. 35530 X _ ..... Lathing; California Homes & Kitchen Design Inc. 30459 X Masonry California Homes & Kitchen Design Inc. 30459 X Painting / Wallpaper California Homes & Kitchen Design Inc. 30459 Paving Plastering i X X Plumbing R,otifi.nb Fit It Plumbing A Quintero Roofing, Inc. __.._. ... ........ ....._._ 30728 29852 Septic Tank r N / A Sheet Metal A Quintero Roofing, Inc. Sheet lock 30459 X Tile California Homes & Kitchen Design Inc. BACMPA Owner 11 Coratrrzactor ,Signature .a- (.(, I ate /3 / 413 co J'Y' / L13 C'APEX ENGINEERING INC. P.O BOX 14198, FREMONT, CA 94539 Tel: (510) 668-1815 Fax: (510) 490-8690 Building Department City of Cupertino 10300 Torre Ave. Cupertino, CA 95014 October 17, 2013 Project No. 7786.03 Subject: Proposed New Residence Project at 10557 San Leandro Ave. (Lot 49) Cupertino, CA FOOTING EXCAVATION (GRADE BEAMS & SPREAD FOOTINGS) AND PREPARATION OBSERVATION REPORT Dear Sir: CAPEEX ]ENGINEEPJNG INC., has provided inspection service for footing excavation and preparation. Footing depth and width were excavated adequate in accordance with approved foundation plan and specifications. The exposed soil conditions of excavated. foundation are beyond design bearing capacity and acceptable. Any questions, please call our office at your convenience. Sincerely, CAPEXIENGINEERING INC., ry Gas`u, P E Principal Q\-,,pF ESS/p- Co '2- w 11'� X 1;1;"'T STFIAP TIE I AD FOOTING SEE F LAN WOOD POST A35 LOTH :'311DES � �B8 s QD pw SE E PUkN 0 �!' PAT liA-Sif� �iaY'+1�iL RD, #209 8ARAMGA, CA 95070 l'! 408-446-84 8 M@Udo6 [Engon(DeAng Civil Engineering o Land Surveying 15466 Los Gatos Blvd. Suite 214 9 Los Gatos, CA 95032 �� M [ME ME Ro phone (406) 356-6364 ®A D� fax (406) 356-7152 Planning & Building Department City of Cupertino 10300 Torre Avenue Cupertino, CA 95014 Subject: Building setbacks for foundation forms at 10577 San Leandro Ave., Cupertino. To whom it may concern: October 16, 2013 Nordic Engineering has checked the foundation forms at the subject project for compliance with the minimum setback requirements and has found that they are in conformance with the setback requirements of the approved plans, stamped with a date of September 91h, 2013. Sincerely, f f / Roger ®'. Higdon, R Nordic Engineering, a 1755 June 11, 2014 To: building Inspector City of Cupertino 10300 'Torre Ave. Cupertino, CA, 95014 Re: Final Txaaming inspection 10557 San Lea &o Ave. Cupextino, CA 95014 Dean Mz. Building insp3ctor, R have a final review tbo Laing work at the job site of 10557 San Leandro Ave. % found the final Iraming works comply with approved plans. Should you have question, please contact me at 408-446-8418. Sincerely, C ike Chen, Architect H.M.C. Associates, L L.P 12280 Saratoga -Sunnyvale Rd.: Saatoga, CA 95070 6 CUPERTINO A M.�,'�Hding Departmen, COMPLIANCE STRUCTURAL CALCULATION FOR DATE: 20. i / c'> / 130-3,013,7 COPY IV, INDEX PAGE A. DESIGN CRITERIA & LOADING B. ROOF FRAMING ....................................... C. FLOOR FRAMING ........................... I...... ......................................... D. LATERAL ANALYSIS...................................................... L E. FOUNDATION........................................................................................ C" I 1" `2. F......................................... •.................... H.M.C. ASSOMATES 12280 SARATOGA- S U N NYVALE RD. SARATOGA CA 95070 TEL: 408-446-8418 1 0 - 4 j _ t *** DESIGN CRITERIA ***/)I 1. CODE: 2010 CBC and 2009 IBC 2. STRUCTURAL LUMBER: * #2 2x RAFTER & FLOOR JOIST fb=875 psi fv=95 psi E=1600000 psi * #1 2x RAFTER & FLOOR JOIST fb=1000 psi fv=95 psi E=1700000 psi * #1 4x & #1 2-2x BEAM fb=1000 psi -fv=95 psi E=1700000 psi * #1 6x BEAM fb=1350 psi fv=85 psi E=1600000 psi * GLULAM fb=2400 psi fv=165 psi E=1800000 psi * PARALLAM fb=2900 psi fv=290 psi E=2000000 psi 3. STRUCTURAL STEEL: fb=21600 psi fv=14400 psi E=29000000 psi 4. CONCRETE: f'c=2500 psi (min.) 5. REINFORCING: fy=60000 psi 6. FOUNDATION: DESIGNED SOIL BEARING PRESSURE = iFj�cpsf P2 DESIGN LOADS ROOF LOADS CONCRETE TILE ROOFING 10.0 psf 1 /2" PLYWOOD SHEATHING 1.5 psf FRAMING 2.6 psf FIRE SPRINKLER SYSTEM 1.0 psf MECHANICAL AND MISC. 0.5 psf 15.6 psf ADJUST FOR SLOPE 16.0 psf (FOR R.R.) CEILING AND INSULATION 3.0 psf DL 19.0 psf (16.0 psf FOR RJ) LL 20.0 psf TOTAL 39.0 psf (36.0 psf FOR R.R. DESIGN) FLOOR LOADS FINISH 1.0 psf (CAPPET) 4.0 psf (HARDWOOD) 20.0 psf (TILE/MARB.I._ 3/4" PLYWOOD SHEATHING 2.0 psf 2.0 psf 2.0 psf FRAMING 3.0 psf 3.0 psf 3.0 psf PARTITIONS 3.5 psf 3.5 psf 3.5 psf CEILING AND INSULATION 3.0 psf 3.0 psf 3.0 psf FIRE SPRINKLER SYSTEM 1.0 psf 1.0 psf 1.0 psf MIS. 1.5 psf 1.5 psf 1.5 psf DL 15.0 psf 18.0 psf . 34.0 psf LL 40.0 psf 40.0 psf 40.0 psf TOTAL 55.0 psf 58.0 psf. 74.0 psf EXTERIOR WALL 16.0 psf INTERIOR WALL 14.0 psf BALCONY LL 60.0 psf STAIRWAY LL 7 00.0 , psf RAFTER W = (Wdl+Wll) _ (16+20) = 36 psf L1 = 875xl.15xS/(1.5xW) = 23.3xS/Spo6,ng(ft) L2 = 2x(95xAx1.25/(1.5xW)+d/12) = 4.4xA/Spocing(ft)+0.167xd L3 = ' (1/240)x(EI/12x12xW)x(384/5) _ ' 123.4xl/Spacing(ft) L4 = ' (1/360)x(EI/12x12xWll)x(384/5) _ ' 148.5xi/Spocing(ft) > L3 JOIST Spacing L1 L2 L3 Lmax. (allow.) 2x6 12" 13.27' 39.35' 13.69' 13'-3" 16" 11.51' 29.8' 12.45' 11'-6" 24" 9.38' 20.11' 10.85' 9'-5" 2x8 12" 17.49' 52.81' 18.03' 17'-6" 16" 15.17' 39.28' 16.41' 15'-2" 24" 12.37' 26.51' 14.31' 12'-4" 2x10 12" 22.32' 66.17' 23.01' 22'-3" 16 19.36' 50.12' 20.94' 19'-4" 24" 15.79' 33.82' 18.86' 15'-9" 2x12 12" 27.15' 80.49' 28.00' 27'-2" 16" 23.54' 60.96' 25.45' 23'-6" 24" 19,20' 41.13' 22.22' 19'-2" NOTE: #2 DOUGLAS FIR -LARCH fb = 875 psi fv = 95 psi E = 1600000 psi T 0 CEILING JOIST W = (Wdl+Wll) = (10+10) = 20 psf L1 = 875x1.15xS/(1.5xW) = 33.536/Spacing(ft) L2 = 2x(95xAx1.25/(1.5xW)+d/12) = 6.33xA/Spocing(ft)+0.167xd L3 = 3 (1/240)x(EI/1202xW)x(384/5) - a 177.7xl/Spocing(ft) L4 = ' (1/360)x(EI/12x12xW11)x(384/5) _ 226.2xl/Spocing(ft) > L3 JOIST Spacing L1 L2 L3 Lmox. (allow.) 2x4 12" 10.12' 33.79' 9.83' 9'-10" 16" 8.78' 25.53' 8.94' 8'-9" 24" 7.16' 17.16' 7.8' 7'-2" 2x6 12" 15.91' 53.09' 15.45' 15'-5" 16" 13.81' 40.13' 14.05' 13'-9" 24" 11.26' 26.96' 12.01' 11'-3" 2x8 12" 20.99' 70.00' 20.37' 20'-5" 16' 18.19' 52.9' 18.53' 18'-2" 24" 14.83' 35.53' 16.18' 14'-10" 2x10 12" 26.77' 89.30' 26.00' 26'-0" 16" 23.21' 67.49' 23.64' 23'-2" 24" 18.97' 45.34' 20.63' 18'-11" NOTE: #2 DOUGLAS FIR -LARCH fb = 875 psi fv = 95 psi E = 1600000 psi HIP / VALLEY ROOF LOAD: (Wdl+Wll) = (16+20) = 36 psf W = 36 X1(SPAN/./--2) / 1.4 (plf) �--- I w R1 SPAN T R2 HIP SPAN R1 (kips) R2 (kips) Mmox, (kip -in) Dmax./EI (in) USE HIP- 7' 0.149 0.298 4.82 3.5X10"6 2X8 4X6 Zx �p HIP- 8' 0.196 0.392 7.23 6.8X10^6 2X8 4X6 HIP- 9' 0.248 0.496 10.26 1.2X10^7 2X8 4X6 HIP- 10 0.305 0.610 14.05 2.OX10^7 2X8 4X6 HIP- 11' 0.372 0.744 18.86 3.3X10'7 2X10 4X6 HIP-` Z 12' 0.440 0.880 24.33 5.1 X10-7 X10 4X8 HIP- 13' 0.516 1.032 30.89 7.6X10^7 2X12 4X8 HIP- 14' 0.597 1.194 43.43 1.1 X10"8 4X10 6X8 HIP- 15' 0.692 1.384 47.86 1.6X10^8 MO 6X8 3 1/8X9 HIP-(G 16' 0.784 1.568 57.80 2.1 X10^8 4X12 6X8 3 1/8X9 HIP- 17' 0.892 1.784 69.91 2.9X10^8 4X12 6X10 3 1/8X9 �. ---- HIP-1 �; 18' 0.993 1.986 82.36 3.9X10'8 4X12 6X10 3 1 /8X10.5 lLX HIP-;q 19' 1.118 2.236 97.87 5.2X10'8 4X14 6X10 3 1/8X10.5 HIP- 20' 1.223 2.446 112.74 6.6XW8 4X14 6X12 3 1/8X12 5 1/8X10.5 HIP- 21' 1.350 2.700 130.73 8.4X10"8 4X16 6X12 3 1/8X12 5 1/8X10.5 HIP- 22' 1.481 2.962 150.17 1,1X10^9 4X16 6X14 3 1/8X13.5 5 1/8X12 HIP- 23' 1,621 3.242 171.85 1.3X10'9 6X14 3 1 /8X13.5 5 1 /8X12 HIP-2 24' 1.764 3.528 195.08 1.6X10-9 6X14 3 1 /8X15 5 1 /8X12 l� l HIP- 25' 1.912 3.825 220.32 2.OX10"9 6X16 3 1/8X15 5 1/8X13.5 HIP- 26' 2,067 4.134 247.63 2.5X10"9 6X16 3 1 /8X16.5 5 1 /8X13.5 i� I�u r 0 FLOOR JOIST W = (Wdl+Wll) = (15+40) = 55 psf L1 = 875xl.15xS/(1.5xW) = 12.19xS/Spacing(ft) L2 = 2x(95xA/(1.5xW)+d/12) = 2.3xA/Spacing(ft)+0.167xd L3 = a (1/360)x(B/12x12xWll)x(384/5) = a 59.26xi/Spacing(ft) JOIST Spacing L1 L2 L3 Lm a x. (allow.) 12" 12.65' 26.20' 14.13' 12.65' 2x8 16" 10.97' 20.00' 12.85' 10.97' 24" 8.95' 13.70' 11.22' 8.95' 12" 16.14' 33.40' 18.03' 16.14' 2xl0 16" 14.00' 25.48' 16.39' 14.00' 24" 11.42' 17.45' 14.31' 11.42' 12" 19.64' 40.70' 21.93' 19.64' 2x12 16' 17.03' 31.07' 19.94' 17.03' 24" 13.88' 21.30' 17.41' 13.88' 12" 23.13' 47.90' 25.83' 23.13' 2x14 16" 20.05' 36.56' 23.49' 20.05' 24" 16.35' 25.05' 20.50' 16.35' N 0TE: #2 DOUGLAS FIR -LARCH f6 = 875 psi fv = 95 psi E = 600000 psi Douglas Fir -Larch #I Grade: 4x4 v Fc=14i0 psi E=1700000 psi 6x Fc=1000 psi E=1600000 psi Cohn Axial Capacity. (.kips) Size H 4x4 '4x6 ... 4x8 . 6x6 6x8 6x10 8x8 8x10 7' 10.8 15.1 20.0 29.2 39.8 50.4 55.6 70.4 8' I 8.3 I 12.3 16.2 28.4 38.8 49.1 55.2 69.9 F 9' -6.6 9.7 12.8 27.3 37.3 47.2 54.7 69.2 10' 5.3 7.9 10.4 25:8 ' 35.2 . 44:6 ; 53.8 68.2 11' 4.3 6.5 8.6 ! 23.7 32.4 41.1 52.7 66.8 12' 3.7 5.4 7.2 i 21.2 28:9 j 36.6 1 51.3 64.9 13 3.1 4.6 6.1 i 18.1 24.7 31.3 I .49.4 62.6 14' I 2.7 4.0 5.2 15.6 21.2 26.9 47.1 59.7 15' I I I 13.5 18.4 23.4 .44.2 56.0 16' 11.9 16.2 I 20.5 40.7 51.5 _t)8 SHEAR WALL SCHEDULE TYPE a I O I � MATERIAL 3/8" PLYWOOD (COX). BLOCK ALL EDGES SHEAR ALLOW. 260 pif 350 p[f 49G plf 640 plf EDGE BAILING 8d 9 H"O_C. 8d 0 4`Q.0 8d 0 3"O.C_ 8d 0 2"O.C. INTERICR NAILING 8d 0 12' O.C. 8d ® 12' Q.C. Sd 1@ 72" O.C_ 8d L5 12" O.C. 2X SILL PLATE NAILING TO FLOOR 16d Q 5°' O.C. 16d 0 4' Q.C. 20d @ 4" O.C. tad 0 3' O.C. SHEAR AT ONE SIDE 2X SILL PLATE BAILING TO FLOOR i6d @ 5" Q.C. 3/8'x 5" LAG 3/8"x 5" LAG 3/8"x 5" LAG SHEAR AT TWO SIDES 2 ROWS SCREW @ 8"O.C_ SCREW ® 6'0.C. SCREW @ 4"O.C. BLOCK CUP ANGLE A35 ® 24' O.C. A35 0 1E" O.C. A35 @) 12" O.C. A35 @ S" Q.0 P.T, SILL ANCHOR 5/8" DIA. X 12- 5/8" DIA. X 12" 5/8" DIA. X 12" 5/8" DIA. X 12" TO FOOTING LONG C9 X-3-C.C. LONG 0 2'-3" O_C. -LONG 9 1'-8' O.C. LONG ® 1'-4'° O.C. W/2"X2" X3/16" W/2"X2"X3/16- Wf/2pXVU/3 16' W/2vX2"X3/16'° PLATE WASHER PLATE WASHER IPLATE WASHER I PLATE WASHER 1. 2X P.T. FOUNDA11ON SILL PLATE FOR TYPE 1 Z 3X P.T. FOUNDATION SILL PLATE FOR TYPE 3 " 4 AND SHEAR AT Two SIDES, 2. FOR TYPE 00. . AND SHEAR AT TWO SIDES, ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE 3X MINIMUM AND NAILS ON EACH SIDE SHALL BE STAGGERED. 3. DEL BLOCK MAILING OR ANGLE VMERE SHEAR PLYWOOD APPLIES ON BOTH SIDES. 4. USE SSTE ANCHOR BOLT OR EPDXY FOR HO HOLDOWN SEE PLAN AND DRAWING SPEOFICATION. RB-- 1 (@ wl=36xl3+20 =488 (Plf) wl w2 = _ (Plf) PI _ _ (lbs) R1 12.3 ' P2 = _ (lbs) ROOF BEAM--- 1 1 12.3 1 1 488 12.3 R1= 3.0012 (kips) R2= 3.0012 (kips) Vm.ax.= 3.0012 (kips) Mikax,.= 110.7443 (kip -in) A left= 6.15 (ft) Dmax.= 2.513175E+08 /EI(in) A left= 6.15 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) USE WOOD(4:x 96.29 41.2 209.02 4X14 or 6'k:l4:) GLULAM 42.23 24.97 207.8 3 1/8X9 or 5 1/8X9 PARALLAM 34.95 14.2 187.02 STEEL 4.45 .27 12.25 RB--- 2 (@ wl=36xl3+20 =488 (plf) wl w2 = _ (Plf)----- P7. _ _ (lbs) R1 7.8 ' P2 = _ (lbs) ROOF BEAM--- 2 2 7.8 1 1 488 7.8 , R1= 1.9032 (kips) R2= 1.9032 (kips) VT.Y!ax:= 1.9032 (kips) Mmax.= 44.53488 (kip -in) A left= 3.9 (ft) Dmax 4.064254E+07 /EI(in) A left= 3.9 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) USE WOOD(4x 38.72 26.13 53.3 4X10 or F;ts? GLUI,AM 16.98 15.83 52.99 3 1/8X9 or 5 1/8X9 PARALLAM 14.05 9.01 47.69 STEEL 1.79 .17 3.12 CB-- 1 (@ ) wl=36x5.55+20 =218 (plf) wl w2 = _ (plf ) P1 = _ (lbs) R1 10.7 P2 = _ (lbs) P3 = _ (lbs) CEILING BEAM- - - 1 1 10.7 1 1 218 10.7 , R1= 1.1663 (kips) R2= 1.1663 (kips) Vmax= 1.1663 (kips) Mmax.= 37.43823 (kip -in) A left= 5.35 (ft) Dmax.= 6.429454E+07 /EI(in) A left= 5.35 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) USE WOOD(4x 32.55 16.01 61.47 4X10 or 6:'.7.. GLUIIAM 14.27 9.7 61.11 3 1/8X9 or 5 1/8X9 PARALLAM 11.81 5.52 55 STEEL 1.5 .1 3.6 �� _e p 0 CB-- 2 (@ ) w1=36x7.5 4-20 =290 (plf) wl w2 = _ (plf) P1 = _ (lbs) j R1 9 ' R2 P2 = _ (lbs) P3 = _ (lbs) CEILING BEAM--- 2 2. 9 1 1 290 9 , R1.= 1.305 (kips) R2= 1.305 (kips) Vm.ax.= 1.305 (kips) Mmax= 35.235 (kip -in) A left= 4.5 (ft) Dmax= 4.281053E+07 /EI(in) A left= 4.5 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) USE WOOL) (4x 30.63 17.91 48.66 4X8 or 6Y.6 GLULAM 13.43 10.85 48.37 3 1/8X9 or 5 1/8XQ PARALLAM 11.12 6.17 43.53 STEEL 1.41 .11 2.85 C� s 0 CB-- 3 (@ ) wl =10x7 +20 =90 (plf) w1 w2 = _ (plf )--" P1 = _ (lbs) R1 15.5 P2 = _ (lbs) P3 = _ (lbs) CEILING BEAM--- 3 3 3.5.5 1 1 90 15.5 , R1= .,6975 (kips) R2= .6975 (kips) Vmax= .6975 (kips) Mmax.= 32.43375 (kip -in) A left= 7.75 (ft) Dmax= 1.168831E+08 /EI(in) A left= 7.75 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) USE, WOOD(4x 28.2 9.57 77.14 4X8 or 6X� GLULAM 12.36 5.8 76.69 3 1/8X'9 or 5 1/8X9 PARALLAM 10.23 3.3 69.02 STEEL. 1.3 06 4.52 i CB-- 4 (@ ) wl =10x7 +20 =90 (plf) wl w2 = _ (plf) T P1=3001(rb-1)+36x2.5x13=4171(lbs) R1 15.5 ' R.': P2 = _ (lbs) P3 = _ ( lbs) CEILING BEAM--- 4 4 15.5 2 1 90 15.5 , 2 4171 3.3 , R1= 3.980481 (kips) R2= 1.585519 (kips) Vmax= 3.980481 (kips) Mmax:= 142.8845 (kip -in) A left= 3.1 (ft) Dmax.= 4.524408E+08 /EI(in) A left= 7.75 (ft) S.req'd(in.3) Areq'd(in.2) Ireq'd(in.4) USE, WOOD (4x 124.24 54.65 298.61 0 or 6).S j GLULAM 54.49 33.12 296.86 3 1/ 8 �V IJ 1,' 3 or 5 1/8X9 PARALLAM 45.09 18.;.84 267;"18: STEEL 5.75 36 17.5 j, 4 D v CB-- 5 (@ ) wl =10x6 +20 =80 (plf) wl w2 = _ (P 1 f ) ---- - P1 = _ (lbs) I R1 11.5 P. P2 = _ (lbs) P3 = _ (lbs) CEILING BEAM- - - 5 5 1.1.5 1 1 80 11.5 , R1= .46 (kips) R2= .46 (kips) Vm.ax= .46 (kips) Mma):= 15.87 (kip -in) A left= 5.75 (ft) Dmax= 3.148211E+07 /EI(in) A left= 5.75 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) USE WOOD (4x 13.8 6.31 28 4X6 or 1111A, GLULAM 6.05 3.82 27.84 .3 1/8X9 or 5 1% 8X9 PARALLAM 5 2.17 25.05 STEEL— 63. 04 ,,. 1.64 0 e CB-- 6 (@ ) wl =10x6 +20 =80 (plf) wl w2 = _ (plf) P]. =1903 (rb-2) +36x2x13 =2839 (lbs) T9 1 ' 1 R1 11.5 P2 = _ (lbs) P3 = _ (lbs ) CEILING BEAM--- 6 6 11.5 2 1 80 11.5 , 2 2839 7.8 , R1= 1.373417 (kips) R2= 2.385583 (kips) Vmax::= 2.385583 (kips) Mmax.:= 93.04992 (kip -in) A left= 8.05 (ft) Dmax:= 1.608073E+08 /EI(in) A left= 5.75 (ft). Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) USE WOOD(4x 80.91001 32.75 143.05 4X14 or Sys GLULAM 35.48 19.85 142,21 3 1/ 8 ;9 or 5 1 / 8X9 PARALLAM 29.36. 1'1.29 127:99 STEEL 3.74 .21 8.38 ?��Zx c�'� (ESL CB - -• 7 (Q ) wl=10x2+20 =40 (plf) w2 = _ (plf) P1=2x880(hipl2)+36xl.5x8=2192(lbs) P2 = _ (lbs) P3 = - (lbs) �y wl 1 ___ I -77 -. 1. R1 8.5 ' F?.2 CEILING BEAM--- 7 7 8.5 2 1 40 8.5 ` y (I( (O `2 1', Gr5 2 2192 3 R1= 1.588353 (kips) R2= .943647 (kips) Vn►ax== 1.588353 (kips) Mmax:= 51.5088 (kip -in) A left= 3.4 (ft) Dmax= 4.748809E+07 /EI(in) A left= 4.25 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) usp, WOOI? (4x 44.79 21.8 57.15 4X1 O c; � GLULAM 19.64 13.21 56.82 3 1/8x9 or 5 1 / 8 X5.' PARALLAM 16.25 7.52 51.13 ; STEEL 2.07 .14 3.35 CB-- 8 (@ wl=10x6+20 w2 = P1 =944 (cb-7) P2 = P3 = =80 (plf ) (plf) =944 (lbs) _ (lbs) (lbs) wl R1 11.5 CEILING BEAM---.8 8 3.1.5 2 1 80 11.5 , 2 944 3 , R1= 1.157739 (kips) R2= .7062609 (kips) Vmax= 1.157739 (kips) Mmax= 37.1196 (kip -in) A left= 3.45 (ft) Dmax= 6.82613E+07 /.EI(in) A left= 5.75 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) WOOD(4x 32.27 15.89 60.72 GLULAM 14.15 9.63 60.36 PARALLAM 11.71 5.48 54.33 STEEL 1.49 1 3.55 USE 4X10 or 3 1/8X9 or 5 1./8'x:._� CB--- 9 (@ w].=10x6+20 w2 = P]. =1588 (cb-7) P2 = P3 =80 (plf) (plf ) =1588(lbs) _ (lbs) (lbs) CEILING BEAM--- 9 9 ].1.5 2 1 80 11.5 , 2 3.588 3 , R1= 1.633739 (kips) R2= .8742608 (kips) Vmax== 1.633739 (kips) Mmax= 53.34841 (kip -in) A left= 3.45 (ft) Dmax= 9.335218E+07 /EI(in) A left= 5.75 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) WOOD(4x 46.38 22.43 83.04 GLUI.JV4 20.34 13.59 82.55 PARALLAM 16.83 7.73 74.3 STEEL 2.14 .14 4.86 USE 4X10 or W_; 3 or 5 1/8X9 CB-- 10 (@ ) w1=36x8+20 =308 (plf) wl w2 - (plf) P1 = _ (lbs) R1 10.8 ' P2 = _ (lbs) P3 = - (lbs) CEILING BEAM--- 10 10 10.8 1 1 308 10.8 , R1.=, 1.6632 (kips) R2= 1.6632 (kips) Vmax= 1.6632 (kips) Mmax= 53.88768 (kip -in) A left= 5.4 (ft) Dmax.== 9.428189E+07 /EI(in) A left= 5.4 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) WOOD (4x 46.85 22.83 89.3 GLULAM 20.55 13.83 88.78 PARALLAM 17 7.87 79.9 STEEL 2.16 .15 5.23 R.2 US.r^. 4X10 or: 3 1/8X9 or 5 1/8X.9 CB--- 11 (@ ) wl=36x4+20 =164 (plf) wl w2 = _ (Plf ) P1 = _ (lbs) R1 10.8 ' P2 = _ (lbs) P3 = _ (lbs) CEILING BEAM--- 11 11. 10.8 1 1 164 10.8 , R1= .8856 (kips) R2= .8856 (kips) Vmax= .8856 (kips) Mmax= 28.69344 (kip -in) A left= 5.4 (ft) Dmax= 5.020205E+07 /EI(in) A left= 5.4 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) USE WOOD (4x 24.95 12.15 47.55 4X8 or O.Ki; GLULAM 10.94 7.36 47.27 3 1./8X9 or 5 1/8X9 PARA.LLAM 9.05 4.19 42.54 STEEL 1.15 .08 2.78 w 4 l Jj4�\ CB-- 12 (@ ) wl=36x10.5+20 =398 (plf) W1 w2 = _ (plf) P1 = _ (lbs) R1 17 ' P2 P2 = _ (lbs) P3 = _ (lbs) CEILING BEAM--- 12 12 17 1 3 398 17 , R1.= 1.127667 (kips) R2= 2.255333 (kips) Vmax= 2.255333 (kips) Mmax= 88.33689 (kip -in) A left= 10.2 (ft) Dmax:= 3.739653E+08 /EI(in) A left= 8.5 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) USE WOOD (4x 76.81 30.96 225.04 4X14 or GLULAM 33.69 18.76 223.72 3 1/8X9 or 5 1/8X9 PARALLAM 27.88 10.67 201.35 STEEL 3.55 .2 13.19 CB-- 15 (@ ) w].=36x8+20 =308 (plf) w2 = - (plf) P]. _ - (lbs) P2 = - ( lbs ) P3 = _ ( lbs ) wl R1 12 CEILING BEAM--- 15 15 12 1 3 308 12 , R1= .616 (kips) R2= 1.232 (kips) Vmax= 1.232 (kips) Mmar..= 34.06234 (kip -in) A left= 7.200001 (ft) Dmax= 7.185024E+07 /EI(in) A left= 6 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) WOOD(4x 29.61 16.91 61.25 GLULAM 12.99 10.25 60.89 PARALLAM 1.0.75 5.83 54.8 STEEL 1.37 .11 3.59 USE 4X8 or 6.X6 3 1/8X9 or 5 1/8X_9 CB--- 16 (@ ) w].=36x4.2 +20 =171 (plf) wl w2 = _ (plf) P1. _ _ (lbs) R1 9.8 ' r.2 P2 = _ (lbs) P3 = _ (lbs) CEILING BEAM--- 16�(`I 16 9.8 1 l 1 173. 9.8 , R1= .8379001 (kips) R2= .8379001 (kips) Vmax:= .8379001 (kips) Mmax= 24.63426 (kip -in) A left= 4.9 (ft) Dmax= 3.548812E+07 /EI(in) A left= 4.9 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) USE WOOD(4x 21.42 11.5 37.04 4X8 or 6X6 GLULAM 9.390001 6.97 36.82 3 1/8x9 or 5 1/8X9 PI-TJ LLAM 7.77 3.96 33 . 14_ STEEL .99 .07 2.17 CB-- 18 (@ l ) w]_=10x6.5 +20 =85 (plf) wl w21 = _ (p l f ) P1 = _ (lbs) R1 14 ' R P2 = _ (lbs) P3 = _ ( lbs ) CEILING BEAM--- 18 ) (� 18 7.4 1 1 85 14 , R1.= .595 (kips) R2= .595 (kips) Vma}:== .59.5 (kips) Mmax= 24.99 (kip -in) A _left= 7 (ft) Dmax = 7.34706E+07 /EI (in) A left= 7 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) USE WOOD(4x 21.73 8.16 53.68 4X8 or GLULAM 9.53 4.95 53.37 3 1 8K9 or 5 1/8X9 PARAJjLAM 7.88 2.81 48.03 STEEL 1 .05 3.14 CB-- 20 (@ w]. =10x2 +20 =40 (plf) wl w2 = _ (plf ) P1=595(cb-18) =595 (lbs) 72] R1 6.3 ' P.2 P2 = _ (lbs) E'3 = _ (lbs) CEILING BEAM--- 20 20 6.3 2 1 40 6.3 , 2 595 3 , R1= ..4376667 (kips) R2= .4093333 (kips) Vmax= .4376667 (kips) Mmax= 13.0914 (kip -in) A left= 3.15 (ft) Dmax.= 675.5845 /EI (in) A .left= 3.15 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) USE WOOD (4x 11.38 6 10.97 4X6 or E.C.] GLULAM 4.99 3.64 10.9 3 1/879 or 5 1/8X9 PARALLAM 4.13 2.07 9.810001 STEEL .52 .03 .64 FB--- 1. (@ ) w].=36x4+16x9+55x7+74x1.5+20=804 (plf) w2 = _ (Plf ) P1 = _ (lbs) P2 = _ (lbs) P3 - _ (lbs) P4 = _ (lbs) W1 R1 10.7 -z2 FLOOR BEAM- - - 1 ,- H u �� 5 �j., 0 1 10. 7 1 � f 1 � I 1 804 10.7 , Ott R1.= 4.3014 (kips) R2 = 4.3014 (kips) I Vmax.= 4.3014 (kips) Mmax= 138.0749 (kip -in) A left= 5.35 (ft) Dmax= 2.37123E+08 /EI(in) A left= 5.35 (ft) Sreq'd(in.3) Areq,d(in.2) Ireq'd(in.4) USE WOOD(4x 1,38.07 67.91001 260.71 0 or 6X16 GLULAM 60.55 41.16 259.19 3 1/8X1.? or 5 1/8Y.9 PARALLAM 50.11 23.41 233.27 STEEL 6.39 .44 15.28 1;4x 11 Y �la L FB--. 2 (@ C� a) f 1 I+ 1 Z wl=36x8+16x9+55x0.7+40 =510 (plf) wl w2 = _ (plf) P1. =3x2068 (Ry1HD) =6204 (lbs) -n_ R1 17 R:1 P2=4301(fb-1)=4301(lbs) P3 = _ (lbs) P4 = _ (lbs) FLOOR BEAM--- 2 2 1.7 4 1 510 17 , 2 6204 3 2 -6204 11 2. 4301 14 , R1= 8.013529 (kips) R2= 4.957471 (kips) Vmax.= 8.013529 (kips) Mmax:= 261.7992 (kip -in) A left= 3.4 (ft) Dmax.::- 9.394588E+08 /EI (in) A left= 6.8 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) USE WOOD(4x 261.79 126.52 650.14 0 Or 0 GLULAM 114.82 76.68 646.34 or 5 1/SXI.," PARALLAM 95.01999 43.63 581.7 STEEL 12.12 .83 38.11 i! 2- ;nil%' j��L FB - 2.1 (@ Z' wl=36x8+16x9+55x0.7+40 =510 (plf) wl w2 = _ (plf) - --- P1=3x2068 (Ry1HD) =6204 (lbs) I ' JI-' Rl 17 R2 P2 =4301 (fb-1) =4301 (lbs) P3 = _ ( lbs ) P4 = - (lbs) FLOOR BEAM--- 2.1 2.1 17 4 1 510 17 , 2 -6204 3 , 2 6204 11 2 4301 14 , R1 2.174471 (kips) R2= 10.79653 (kips) ' Vmaic:= 10.79653 (kips) Max== 483.8185 (kip -in) A left= 10.2 (ft) Dmax: = 1.761.985E+09 /EI (in) A left= 10.2 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) USE WOOD(4x 483.81 170.47 1219.36 0 or 0 GLULAM 212.2 103.31 1212.23 or 5 1/8Y20 PARALLAM 175.61 58.78 1091.01 STEEL 22.39 1.12 71.48001 2x9�0,1 Z_K zx6�j 2 - �� x1I f( �, pis Mir < 0 W1 _ =40 (plf ) w2=36x2+55xl.33+14x9 =271 (plf) P1=33x�2692(Ry2HD)=8074(lbs) P2=2x880(hip12)+36x4.6x8=3084(lbs) P3=4301(fb-1)=4301(lbs) P4 = _ (lbs ) 5 w 1 61 R1 17 FLOOR BEAM--- 3 3 17 5 1 40 17 , 4 2.71 4 13 , 2 8074 4 , 2 3084 8.600001 , 2 4301 14 , R1= 10.14412 (kips) R2= 9.517877 (kips) Vmax=:= 10.14412 (kips) Mmax= 548.4381 (kip -in) A left= 8.5 (ft) Dmax= 2.384235E+09 /EI(in) A left= 8.5 (ft) Sreq'd(in.3) A.req'd(in.2) Ireq'd(in.4) WOOD(4x 548.43 160.17 1649.98 GLULAM 240.54 97.07 1640.34 PARALLAM 199.07 55.23 1476.3 STEEL 25.39 1.05 96.72 2x 1 (co,j�- Z". S9 USE 0 or 0 or 5 1/8zX%:1_9 .: FB- -- 3.1 (G wl = =40 (plf) w1 ^ i .'Vj L w2=36x2+55xl.33+14x9 =271 (plf) — !, f r� P1=3x2692 (Ry2HD) =8074 (lbs) -tz-- R 1 17 ' P2 =2x880(hip12)+36x4.6x8=3084(lbs) P3=4301(fb-1)=4301(lbs) P4 = _ ( lbs ) FLOOR BEAM--- 3.1 3.1 17 5 1 40 17 , 4 271 4 13 , 2 -8074 4 , 2 3084 8.600001 , 2 4301 14 , R1=-2.204348 (kips) R2= 5.718347 (kips) Vmax.:= 5.718347 (kips) Mmax= 0 (kip -in) A left= 0 (ft) Dmax:= 5.62355E+08 /EI(in) A left= 10.2 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'.d(in.4) US? WOOD(4x 0 90.28 389.17 0 or GX;� GLULAM 0 54.72 386.89 3 1/8XI or 5 1/8X11 PARAI,LAM 0 31.13 348.2 STEEL 0 .59 22.81 -S/r �I x _i _ . FB--- 4 (@ ) w].=36x2+55x1+14x9+40 =293 (plf) w2 = _ (plf) P1=3980(cb-4)=3980(lbs) P2=36x5x8.5=1530(lbs) P3=697(cb-3) =697 (lbs) P4 = _ (lbs) p� P� wl R 1 17 FLOOR BEAM--- 4 4 17 4 1 293 17 , 2 3980 3.5 , 2 1530 8.600001 , 2 697 14 , RI.= (.5 530088 (kips) R2= 4.657912 (kips) Vmax= 6.530088 (kips) Mmax.= 300.2535 (kip -in) A left= 8.5 (ft) Dmax.== 1.293929E+09 /EI (in) A left= 8.5 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) WOOL(4x 300.25 103.1 895.45 GLULAM 131.69 62.48 890.21 PARALLAM 108.98 35.55 801.3-9 STEEL 13.9 .68 52.49 USF 0 or or 5 Ix I (YAit t'2,,- r� O t� hh wl=36x2+55x1+14x9+40 =293 (plf) wl w2 = _ (plf ) P1 =1585 (cb-4) =1585 (lbs) Rl 17 P2=3001(rb-1)+1903(rb-2)=4904(lbs) P3=1373(cb-6)=1373(lbs) P4=697(cb-3)+460(cb-5)=1157(lbs) FLOOR BEAM--- 5 5 1.7 5 1 293 17 , 2 1585 2.9 , 2 4904 3.8 , 2 1373 5.3 , 2 1157 14 , R1.= 8.762052 (kips) R2= 5.237948 (kips) Vmax 8.762052 (kips) Mmax= 372.1657 (kip -in) A left= 5.100001 (ft) Dmax.-.- 1 .532934E+09 /EI (in) A left= 8.5 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq':d(in.4) TisL WOOD(4x 372.16 138.34 1060.85 0 or 0 GLULAM 163.23 83.84 1054.65 or 5 1/81 I') .1 /1 PARALLAM 135.08 47.7 949.18 STEEL 1.7.22 .91 62.18 2 l it -� 4 'Kt,%��.L FB-- 6 (@ wl=36x5+16x9+20 w2 = P1 =706 (cb-8) P2 = P3 = P4 = =344 (plf) (plf ) =706 (lbs) (lbs) (lbs) (lbs) p wl 7. R1 11.5 FLOOR BEAM--- 6 6 11.5 2 1 344 11.5 2 706 8.8 R].= 2.143757 (kips) R2= 2.518244 (kips) TIaLax- 2.518244 (kips) Mmax= 79.6782 (kip -in) A left= 5.75 (ft) Dma)..= 1.605983E+08 /EI(in) A left= 5.75 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) WOOD(4x 79.67 39.76 164.29 GLULAN[ 34.94 24.09 163.33 PARR ILAM 28.92 13.71 147 STEEL 3.68 .26 9.63 USE 4X14 or 3 1/8X9 or 5 1/8X9 I I FB--- 7 (@ wl=36.x10+16x9+20 w2 = P1 = P2. _ P3 = P4 = =524 (plf) (plf) (lbs) (lbs) (lbs) (lbs) wl R1 14 ' �r FLOOR BEAM--- 7 1 524 14 R1= 3.668 (kips) R2= 3.668 (kips)"t�% Vmax= 3.668 (kips) Mmax:= 154.056 (kip -in) A left= 7 (ft) Dma,>;:::= 4 .529247E+08 /EI (in) A left= 7 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) USE W00D(4x. 154.05 57.91 380.6 0 or 6X1A GLULAM 67.56 35.1 378.38 3 1/8XI.C' or 5 1/8X9 3 /;1 PARA.LLAM 55.91 19.97 340.54 STEEL 7,13 .38 22.31 5 � i I r FB-- 8 (@ �✓M& i ) wl=36x124-16x9+55x5+20 =871 (plf) wl w2 = _ (plf ) P]. = _ (lbs) R1 P2 = _ (lbs) P3 = _ (lbs) P4 = _ (lbs) 14 ' FLOOR BEAM--- 8 8 14 1 1 8 -71 14 R1= 6.097 (kips) R2= 6.097 (kips) Vmax= 6.097 (kips) Mmax= 256.074 (kip -in) A left= 7 (ft) Dmax:= 7.528576E+08 /EI(in) A left= 7 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) WOOD(4x 256.07 96.26 632.65 GI.,ULAM 112.31 58.34 628.95 PARALLAM 92.94 33.19 566.05 STEEL 11.85 .63 37.08 USE 0 or 6X22 3 1/8X18 or 5 1/8X12 F:Et-_ 8.100001 (@ G wl=36x12+16x9+55x5+20 w2 = P1==3x2096 (Rx3 HD) JL P2 = P3 = P4 = 871 (plf) wl (plf) 6288(lbs) R 1 14 (lbs) (lbs) (lbs) L" 7' 8.100001 14 3 1 71 14 tG- 2 6288 5.5 i 2 -6288 8.5 R1= 7.444429 ( lips, R2= 4.749572 (kips) Vmax:== 7.444429 (kips) Mmax= 328.8327 (kip -in) A left= 5.6 (ft) Dn►ax: = 7.528576E+08 /EI (in) A left= 7 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) USE WOOD(4x 328.83 117.54 632.65 0 or 0 GLUU%M 144.22 71.23001 628.95 or 5 1/8X1t '_,'I PARALLAM 119.35 40.53 566.05 STEEL 15.22 .77 37.08 FB-- 9 (@ ) W1 = =40 (plf) W2=55x0.7+14x9 =165 (plf) P1=_3x2096 (Rx3) +3668+6097 =16053 (lbs) P2=55x2x2 =220 (lbs) P3 = _ (lbs) P4 = _ (lbs) FLOOR BEAM--- 9 9 1.6 4 1 40 1.6 , 4 165 6.5 5.5 , 2 16053 6.5 , 2 220 12 , r2- W1 <W L � Zt R1 16 '. R1= 10.28932 (kips) R2= 7.53118 (kips) Vmaa:= 10.28932 (kips) Mmax = 780.3895 (kip -in) A left= 6.4 (ft) Dmax 2.45393E+09 /EI(in) A left= 8 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) WOOD(4x 780.38 162.46 1804.36 GLUIM 342.27 98.46 1793.8 PARALLAM 283.26 56.02 1614.42 STEEL 36.12 1.07 105.77 USE 0 or 0 or 5 1/8X210 2x Ik:bS 2x7�,� S 2x� �� 2 t I �f'' S� FB-- 10 (@ ) wl=36x7+55x4+16x9+20 =636 (plf) wl w2 = _ (plf) - (lbs) R 1 10.5 P2 = _ (lbs) P3 = - (lbs) P4 = _ (lbs) FLOOR BEAM--- 10 10 10.5 1 1 636 10.5 , R1= 3.339 (kips) R2= 3.339 (kips) Vmax= 3.339 (kips) Mmax= 105.1785 (kip -in) A left= 5.25 (ft) Dmax= 1.73939E+08 /EI(in) A left= 5.25 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) USE WOOL) (4.K 105.17 52.72 194.88 4X.16 0,:. GLULAM 46.13 31.95 193.74 3 1/8X10 or 5 1/8X9 PARAILAM 38.17 18.17 174.37 STEEL 4.86 .34 11.42 51 (1 Is V5IIL D FB - - 1.1 (Q t wl=36x5+55x0.7+16x9+20 =383 (plf) wl4 w2 = _ (plf ) P1=1986(hip-18)=1986(lbs) R1 9.5 P2=1986(valley-18)=1986(lbs) P3 = _ (lbs) P4 = _ (lbs) FLOOR BEAM--- 11 11 9.5 3 9 2 1.986 1.5 , �i{ �7.�i/ '�0 2 1986 6.3 R1= 4.16064 (kips) R2= 3.449861 (kips) Vma>:== 4.16064 (kips) Mmax= 109.8313 (kip -in) A left= 5.700001 (ft) Dmax:= 1.508342E+08 /EI(in) A left= 4.75 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) USE WOOD(4.x 109.83 65.69 186.79 0 or 6X14 GLULAM 48.17 39.81 185.69 3 1/8X13 or 5 1/8X9 PARALLAM 39.86 22.65 167.12 STEEL 5.08 .43 10.94 j is FB-- 12 (@ ) w3. = =60 (plf ) w2=36x10.5+55x5+16x9 =797 (plf) P1=4160(fb-11)+597(hip14)=4757(lbs) P2 = _ (lbs) P3 = _ (lbs) P4 = _ (lbs) wt R1 20.5 ' R2 FLOOR BEAM--- 12 12 20.5 3 1 60 20.5 , 4 197 0 8 , 2 4757 8 , R1= 8.64751.1 (kips) R2= 3.715488 (kips) Vmax= 8.647511 (kips) Mmax.=..443.7031 (kip -in) A .left= 6.15 (ft) . Dmax= 2.293996E+09 /EI(in) A left= 6.15 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) USE WOOD(4x 443.7 136.53 1316.49 0 or 0 GLULAM 194.6 82.75 1308.79 or 5 1/8X16 PARALLAM 161.05 47.08 1177.91 STEEL 20.54 .9 77.17 x Z,C c x a 2 y x i 114- Wit_ HDR-• - 1 w1.=36x7.5+20 =290 (plf) wl w2 = _ (plf) PI _ _ (lbs) R1 P2 = _ (lbs ) 16.5 ' HDR--- 1 1 16.5 1 1 290 16.5 , R1= 2.3925 (kips) R2= 2.3925 (kips) Vmax= 2.3925 (kips) Mmax: = 11.8.4288 (kip -in) A left= 8.25 (ft) Dmax = 4.836334E+08 /EI (in) A left= 8.25 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) WOOD(4x 118.42 37.77 344.83 GLULAM 51.94 22.89 342.82 PARALLAM 42.98. 13.02 308.53 STEEL 5.48 .24 20.21. USE 4X16 or 3 1/8XII 'i. or 5 1/8k9 �J /2 X l t Y,� �►� i_ HDR-- -- 2 ( ) wl=36x6.5+55x8.5+16x9+20 w2 = P1=9517(fb-3) P2 = =865 (plf) w1 I (plf) =9517(lbs) R1 6.7 (lbs) HDR--- 2 2 6.7 2 1 865 6.7 , 2 9517 4 , R1= 6.732959 (kips) R2= 8.579541 (kips) Vmar= 8.579541 (kips) Mma�'::=° 238.6414 (kip=in) A heft= 4.02 (ft)' Dmax= 1.368214E+08 /EI(in) A left= 3.35 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) USE .WOOD(4x 238.64 135.46 240.24 0 or 0 GLULAM 104.66 82.1 238.84 or 5 1/8X1f PARALLAM 86.62 46.71 214:95 STEEL, 1.1.04 . .89 14.08 o HDR-- 3 wl =36x9 +55x8.5+16x9+20 =955 (plf) w1 w2 = _ (p1f) P1 =3x2673(Rxl HD) =8019(lbs) `n- R1 10' P2=4657(fb-4) =4657(lbs) HDR--- 3 3 10 3 1 955 10 , 2 8019 2 , 2 4657 4 , R1.= 13.9844 (kips) R2= 8.2416 (kips) Vmax= 13.9844 (kips) Mmax== 387.1.152 (kip -in) A left= 4 (ft) Dmax= 5.371.11E+08 /EI(in) A left= 5 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) USE WOOD(4x 387.11 220.8 631.89 0 or 0 GLULAM 169.78 133.82 628.2 or 5 1 / 8X2 PARALLAM 1.40.51 76.14 565.38 STEEL 1.7.92 1.45 37.04 l f2t9 1 ( YA L 1" Q V [7 HDR- -- 4 ( ) w]. =36x9 +55x10 +16x9+20=1038(plf) wl w2 = _ (plf) P].=3xl886 (Ry3 HD) +5237 (fb5) =10895 (lbs) I ` I Rl 5.5 P2 = _ (lbs) HDR--- 4 4 5.5 2 1 1038 5.5 , 2 10895 4.5 R1= 4.835409 (kips) R2= 11.76859 (kips) Vma2t= 11.76859 (kips) Mmax:= 134.7355 (kip -in) A left= 4.4 (ft) Dma�,: 5.539637E+07 /EI (in) A left= 2.75 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) USE W(-)OI> (4x 134.73 185.81 118.49 0 or 0 GLULAM 59.09 112.61 117 .8 or 5 1/8X22 :> PARALLAM 48.9 64.07 106.02 STEEL 6.23 1.22 6.94 HD'R-- 5 ( ) F w1. _= =40 (plf) W t w2=36x4+55x8.5+16x9 =755 (plf) P1=3x401. (Ry5 HD) +2518 (fb-6) =3721 (lbs) r-�- R1 8.7 P2 = _ (lbs ) HDR--- 5 5 8.7 3 1 40 8.7 , 4 755 0 6.2 , 2 3721 6.2 , R1= 4.256311 (kips) R2= 4.49369 (kips) Vn►ax= 4.49369 (kips) Mmax= 136.6404 (kip -in) A left= 5.220001 (ft) Dmax= 1.519233E+08 /EI(in) A left= 4.35 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) USE WOOD(4x 136.64 70.95 205.44 0 or 6XJ.6 GLULOM 59.93 43 204.23 3 1/8X14 1/ or 5 1./8X9 PA.RALLAM 49.59 24.46 183.81 STEEL 6.32 .46 12.04 HDR-- 6 ( ) wl=36x6.5+55x13.5+14x9+20=1122(plf) w2. _ _ (plf) PI _ _ (lbs) R1 P2 = _ (lbs) 4.7 ' HDR--- 6 6 4..7 1 1 1122 4.7 , R1= 2.6367 (kips) R2= 2.6367 (kips) Vmax.= 2.6367 (kips) Mmax= 37.17747 (kip -in) A left= 2.35 (ft) Dmax.= 1.231875E+07 /EI(in) A left= 2.35 (ft): Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) WOOD(4x 37.17 41.63 30.83 GLULAM 16.3 25.23 30.65 PARALLAM 13.49 14.35 27.58 STEEL 1.72 .27 1.8 USE 4X14 or 6:11:.::IJ; 3 1/8x9 or 5 1/8:9 YZ x I �� ,` _._ HDR - -- 7 ( ) wl=36x6.5+55x13.5+14x9+20=1122(plf) w2 = _ (plf) .Pl =8762 (fb5)+3x1886 (Ry3HD) =14420 (lbs) P2 _ _ (lbs) wl 4e� R1 4.5 ' HDR--- 7 7 4.5 2 1 1122 4.5 , 2 14420 1.8 , R1= 11.1765 (kips) R2= 8.2925 (kips) Vmax.= 11.1765 (kips) Mmax= 219.6007 (kip -in) A left= 1.8 (ft) Dmax= 5.500777E+07 /EI(in) A left= 2.25 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) WOOD(4x 219.6 176.47 143.81 GLULAM 96.31 106.95 142.97 PARA Z1LAM 79.7 60.85 128.67 STEEL 10.16 1.16 8.43 USE 0 or 0 or 5 1/8X21.. i HT:)R-- -- 8 ( ) w].=36x6.5+55x13.5+14x9+20=1122(plf) w2 = _ (plf) P1 = 3xl953(Rx2HD) =5859 (lbs) tl.(L P2 = _ (lbs) wl R1 5.6 ' HDR - - - 8 8 5.6 2, 1 1122 5.6 , 2 5859 3.5 R1= 5.338725 (kips) R2= 6.803475 (kip8) Vmax. 6.803475 (kips) Mmax.= 139.2558 (kip -in) A left= 3.36 (ft) Dmax: 5.868554E+07 /EI(in) A left= 2.8 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) USE WOOU(4.x 139.25 107.42 123.28 0 or 6X24 GLULAM 61.07 65.1 122.56 or 5 1/8XI'l'. PARALLAM 50.54 37.04 110.31 STEEL 6.44 .7 7.22 . HDR-- -- 9 wl = 55x13.5+14x9+20 =888 (plf) wl w2 = _ (plf ) P1 = _ (lbs) R1 P2 = _ (lbs) HDR--- 9 9 6 1 1 888 6 , R1= 2.664 (kips) R2= 2.664 (kips) Vmax= 2.664 (kips) Mmax= 47.952 (kip -in) A left= 3 (ft) Dmax= 2.589408E+07 /EI(in) A left= 3 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4 WOOD (4x 47.95 42.06 50.77 GLULAM 21.03 25.49 50.47 PARALLAM 17.4 14.5 45.42 STEEL 2.22 .27 2.97 6 USE 4X14 or 6:k.10 3 1/8X9 or 5 1/8X9 /t'I�C LATERAL ANALYSIS HIGH ROOF: Ar= sq.ft. FLOOR & LOWER ROOF: Af'= 7- sq.ft. /%th,7 CAV, Wr = + Wf = + 16 x k Lorr cl r- r----------- �41 2" C7] ' clt) L- I "A8CE705W.xis"Pmgm� � �NN��LOA�mu�4mALv�S-mmWFRS and Components/Cladding Per ASCEz05Code for Low-R' E^c|000aBuildings with h<=V0'and Roof 8<=4s Job Name: Wind Speed, V= Bldg. Classification = Exposure Category = Ridge Height, h,= EavoHeight, he~ Building Width. VV = Building Length, L= Roof Type = Topo. Faouor, Kzt= Wall C&CName = Wall C&Ceff.Area = Roof C&CName = Roof C&CEff.Area = 0`/n,hangEff.Area Hurricane Region? 85 mph (Wind Map, Figure 6-1) MOO ft. (Normal to Building Ridge) ft. (Parallel to Building Ridge) Gable (Gable or Monoslope) Wall (Girt, Siding, Wall, or Fastener) Joist (Pudin, Joist, D6cking, or Fastener) O.Ob ft.A2 (for Component/Cladding) Checker-. 8^ ,ulting earameters and Net Design Pressures: W For Transverse Directiom: (wind perpendicular toridge) Elevation / Roof Angle, 8= 14.74 deg. Mean Roof Fk,h= 21.50 ft. (h=hofor 8<1Odogl Adjustment Factor, X= (adjusts for height and exposure) Importance Factor, l= J.do (TuWo8'1) Wall & Roof End Zone Width, a = SA66 ft. (use: "2*a" for MWFRS, "a" for C&C) Location Direction Zone Load Case 1 Load Case 2 C interior zone of wall Horizontal C 9.55 D interior zone of roof Horizontal D 0,00 E end zone of windward roof Vertical E -13.80 --- F end zone of leeward V�ri: -8.97 G interior zone of windward roof Vertical G -9.60 For Longitudinal Direction: (wind parallel to ridge) Roof Angle, 8= 0.00 deg. (assumed) Mean Roof Ht.'h= il (h=<hr+hoy2) Adjustment Factor, X= 1.000 (adjusts for height and exposure) Location Direction Zone Load Case 1 Load Case 2 C interior zone of wall Horizontal C 7.60 D interior zone of roof Horizontal D 0.00 ... E end zone of windward roof Vertical E 13 * 80 F end zone of leeward roof Vertical F G interior zone of windward roof H interior zone of leeward roof Vertical H -6.10 --- he ps~rxzt*rps3O ps~rKzt']*vs3o 1of3 2/15/2013 9:04X,| L-3 "ASCE705W.xis" Program Version 1.1 Total Design MWFRS Horizontal Load (kips) Transverse Longitudinal Load Case 1 Load Case 2 Mira�L-6a Load Case 1 Load Case 2 Min. Load 14.80 - - '17.76 7.39 -- 8.17 Formulas: - Ph(Trans) =((Pc*(L-4*a)+Pa*4*a)*he+(Pd*(L-4*a)+Pb*4*a)*(hr-he))/1000 Ph(Trans)(min) = P(min)*L*hr/1000 , where: P(min) = 10.0 psf on projected area Ph(Long) =(Pa*(he+4*a/W*(hr-he)+he)/2*4*a+Pc*(W*(hr+he)/2-(he+4*aM*(hr-he)+he)/2`4`a))/1000 Ph(Long)(min) = P(min)*W*(hr+he)/2/1000 , where: P(min) = 10.0 psf on full area Components & Cladding Net Pressures, ps (psf) Item Location Zone Pos. + Neg. - Wall 4 = interior zone of wall 4 10.57 -11.67 5 = end zone of wall 5 10.57 -12.47 1 = interior zone of roof 1 5.30 -10.80 Roof Joist en 2 = d zone of roof 2 5.30 -'15.20 3 - corner zone of roof _ - __... _..__3 _.. _ _.. -.. 5.30 v w -24. OU Roof Overhang 2 = end zone of o.h. 2 --- 3 =.-corner zone of o.h. 3 --- --- pnet = X *KzYI'pnet30 (pnet30 from Fig. 6-3) Notes: 1. For Method 1: Simplified Procedure of Section 6.4 to be used for an enclosed low-rise building to determine the design wind loads, all of the following eight conditions of 6.4.1.1 must be met: a. Building is a simple diaphragm building, in which wind loads are transmitted through floor and roof diaphragms to the vertical Main Wind -Force Resisting System (MWFRS). b. Building is a low-rise building where mean roof height, h - 60 ft., and h - min. of L or W. c. Building is enclosed and conforms to wind-borne debris provisions of Section 6.5.9.3. d. Building is a regular shaped building, having no unusual geometrical irregularity. e. Building is not classified as a flexible building so it is considered "rigid". f. Building is not subject to across -wind loading, vortex shedding, etc. g. Building has an approximately symmetrical cross section in each direction with either a flat roof, or gable roof with 9 - 45 degrees. h. Building is exempted from torsional load cases or torsional load cases do not control any of the MWFRSs of the building. 2. Wind pressures (ps30) in Figure 6-2 and (pnem) in Figure 6-3 were prepared based on following: a. Mean roof height, h = 30 ft. , Exposure category = B , Importance factor, I =1.0 b. Velocity pressure exposure coefficient, Kz = 0.70 c. Directionality factor, Kd = 0.85 , Topographic factor, Kzt = 1.0 d. Internal pressure coefficients, GCpi = +0.18, -0.18 (enclosed building) e. MWFRS pressure coeffs. from Figure 6-10, and C&C pressure coeffs. from Figure 6-11. f. MWFRS design wind pressure, Ps = k*Kzt*I*ps3o, in psf. g. Components & cladding design wind pressure, Pnet = k*Kzt*I*pnet3o, in psf. 3. Design wind pressures are net pressures (sum of external and internal pressures). 4. Wall net pressure for MWFRS is total for both windward and leeward walls. 5. (+) and (-) signs signify wind pressures acting toward & away from respective surfaces. 6. If pressures for Zones "B" and "D" < 0, assume = 0. 7_ For the design of the longitudinal MWFRS use roof angle, 9 = 0 degrees. 8. Both load cases 1 and 2 are be checked for roof angle, 25 degrees < 0 <= 45 degrees. 9. The total design MWFRS horizontal load is the total horizontal wind load on either the length (L) or the width (W) of the building respectively assuming one end zone of a width = 2*a. 10. Minimum wind load for MWFRS design shall be 10 psf applied to area on projected vertical plane. Minimum wind load for C&C shall be 10 psf acting in either direction normal to surface. It- References: a. ASCE 7-05 Standard, "Minimum Design Loads for Buildings and Other Structures". b. "Guide to the Use of the Wind Load Provisions of ASCE 7-02" by: Kishor C. Mehta and James M. Delahay (2004). 2 of 3 2/15/2013 9:04 M "ASCE705W.xls" Program Version IJ Flat Roof I'd � if �'•'��t'�t fi t t LiDnOMM MWFRS - Wind Zones HIS. Roof (7'< 95 2r Gable Roof (05 7'; Gable Roof (r-< 95 45" ElInterior Zones End Zones PO Comer Zones Z.. IA%Wt - zo M 4 RMID - ZZ1SV&2ft- ZCflQ 9 P-lF - z— Z Components and Cladding - Wind Zones 3 of 3 2/15/2013 9:04 AiM F 2gl•0-x(9,9) �. L�Q --- -- --Td-- b C� I � 5 oj DISTRIBUTION OF SEISMIC LOAD 2V = ;Zk hi Wi Wi x hi = Wi x hi Wi x hi Fi = u x :�iV ROOF+ FLOOR SHEAR WALL DESIGN FORCE (k) SHEAR WALL (ft.) SHEAR (plf) USE �s L � 4,1 A , VI f S J V tA-P)+ �� (0V V WY�' q -'� x I 1- E • 5 A Li, 1 � 1-f- 6 ,51 {-7 1 0 / 4 _ _ r ____. + i 1 izT7-) .5. -7, 3 W t 4 ji ®?C-nr / Iva �A i M C� % r-4-a'045 bp, = b-bu DOOR Figure to 8b Wall and opening dimensions. ho/h bfhlb 1/3 1/2 2/3 5/6 1.0 C. 0.0 1.06 0.67 0.50 .0.40 0.33 0.1 1.00 0.69 0.53 0.43 0.36 0.2 1.00 0.71 0.56 0.45 0.38 0.3 1.00 0.74 0.59 0.49 0.42 0.4 1.00 0.77 0.63' 0.53 0.45 0.5 1.00 0.80 0.67 0.57 0.60 0.6 1.00 0.83 0.71 0.63 0.56 0.7 1.00 0.87 0.77 0.69 '0.63 0.8 1.00 0.91 0.83 0.77 0.71 0.9 1.00 0.95 0,91 0.87 0.83 1.0 1.00 1.00 1.00 1.00 1.00 , Figure 10.8c Tabulated opening adjustment factor C, as a function of the ratio of unr opening height to the total wall height ho/h, and the ratio of wall length with full-height.ehea to the total wall length bfh/b. Use linear interpolation between tabulated values. �Arq(5 L-6 Kil L-� Check Shear Wall Overturning H = 'a ' Y= 336 (plf) W3= ( = 104 (pl f ) G=14*H*L= 1071 (lbs) T:= (?*L*H-0.6*G*I./2-0.6*Wd*L*L/2) / (L-.75) _ 2673.387 (lbs) C = ... T Wd ------------- p ----> +-------------- G +-------------+ I L= 8.5 ' 1 T C Use : vl=.a::ip Tie. (floor to floor) : MST48 Allow.=3330 lbs H- 9 Check_ Shear_ Wall Overturning L= 5.5 ' P= 336 (plf) V7d= p��( (5,.c,7 = 104 (plf) G:=1,1*H*L= 693 (lbs) T?*L*H--0.6*G*L/2-0.6*Wd*L*L/2)/(L-.75) 3062.053 (lbs) C-- T Wd ------------- P ----> +-------------+ G +-------------+ L= 5.5 ' T C Use: ',Strap Tie (floor to floor): MST48 Allow.=3330 lbs L—io H= 9 Check Shear Wall Overturning Wd H- ------------- :rj= 1.9 P ----> +--------------F F:= 268 (plf) Wd= = 32 (plf) G I ra G= I,I*H*L•== 2394 (lbs) 7':=(P*L*H-0.6*G*L/2-0.6*Wd*L*L/2)/(L-.75) = 1573.512 (lbs) +-------------+ C: -- T I L= 19 ' T C [7s e . Strap Tie (floor to floor): MST37 Allow.=2100 lbs Check Shear Wall Overturning Wd H:- !i '------------- L:= :3 ' P ----> +-------------+ P= :268 (plf ) 'b;d : j I = 104 (plf) G G=1,I*H*L= 1134 (lbs) ,:=():)*L*H-•0.6*G*L/2-0.6*Wd*L*L/2) / (L-.75). :L953.818 (lbs) +-------------+ C T L= 9 ' T C Use: Strap Tie (floor to floor): MST37 Allow.=2100 lbs P L-i3 Check. Shear Wall Overturning Wd ------------- L- 5.7 ' p ----> +-------------+ F,= ?46 (plf ) Md.- I G X (06 = 104 (plf) G G-1,I*H*L= 718.2 (lbs) T':r (]:'*L' *H--0.6*G*L/2-0.6*Wd*L*L/2) / (L-.75) = 2096.564 (lbs) +-----------_.-+ C'= •--T L= 5.7 ' T C "IS IB . Strap Tie (floor to floor): MST37 Allow.=2100 lbs n u y Check -Shear -Wall -Overturning �I Wd If:= '1 '------------- L= 8 ' P ----> +-------------- P= :?59 (plf) Wd- I (o."(4 = 64 (p1f) G G::-:L,I*H*L= 1008 (lbs) T=()?*L*H-0.6*G*L/2-0.6*Wd*L*L/2)/(L-.75) = 2068.966 (lbs) +-------------+ t' T I L= 8 T C Use: Strap Tie (floor to floor): MST37 Allow.=2100 lbs Check. �Shear _Wall rCverturningp I Z Wd ------------- lj= 1-2.5 ' p ----> +-------------•-- 147 (plf ) W::� = = 32 (plf) G G=1,I*H*L= 1575 (lbs) Z'=(P*L*H-•0.6*G*T./2-0.6*Wd*L*L/2) / (L-.75) 2692.021. (lbs) +-------------+ C:-- T I L= 12.5 ' T C Strap Tie (floor to floor): MST48 Allow.=3330 lbs i Check Shear Wall Overturning If= 9------------- L= 16.5 ' p ----> +-------------+ P= 287 (plf) Wd:= I / Z = 32 (plf) G G=1,I*H*L= 2079 (lbs) I T=(]?*L*H-0.6*G*L/2-0.6*Wd*L*L/2)/(L-.75) :1.886.657 (lbs) +-------------+ C= T I L= 16.5 ' T C Use. Strap Tie. (floor to floor): MST37 Allow.=2100 lbs L--f• a Check -Shear -Wall -Overturning Wd H= 4.3 '------------- T_i.- 7.6 ' P ----> +-------------+ P'= 416 (plf) Wd= � C = 56 (plf) G G=-L4*H*L'= 957.6 (lbs) 1'=(].7*L*H-0.6*G*L/2-0.6*Wd*L*L/2)/(L-.75) =:3693.534 (lbs) +-------------+ C= T I L= 7.6 ' T C Use: a . Strap Tie (floor to floor): MST60 Allow.=4990 lbs 4 .. Check Shear Wall Overturning v ---------------------------- Wd Ei= 3------------- L= 11 P ----> +-------------+ .1.20 (plf) Wd== = 88 (plf) G 1386 (lbs) T=(P*L*H-0.6*G*L/2-0.6*Wd*L*L/2)/(L-.75) = 401.1512 (lbs) +-------------+ C= -T I L= 11 ' T C lfsh. .. Strap Tie (floor to floor): MST37 Allow.=2100 lbs t' 'yam - . a 0 Check Shear Wall Overturning ______-------------------- DPI 11 Wd H= 9------------- L= 5 p ----> +-------------+ P= 460 (plf) 6•J;fn t P ` = 150 (p1f) G 17 T� m 630 (lbs) T-=;:a�:LA'Ii--0.6*G*L/2-0.6*Wd*L*L/2) / (L-.75) . = 4383.53 (lbs) +-------------+ C= T L= 5 ' T C Use. Hl(:)cloWti (1-loor to footing) : HD6A Allow.=4405 lbs or HDU4-SDS2.5 Allow.=4565 lbs I N-R.- L-2-0 Q 0 Check. Shear Wall Overturning Wd H= 9 '------------- L= 7 P ----> +----------- P:= '160 (Plf ) .w4 I b� = 368 (plf) IG 6 `7+ t�t'5 + (6y'_ G=1-1*H*L= 882 (lbs) T:=(":?*L*H-0.6*G*L/2-0.6*Wd*L*L/2)/(L-.75) := 3479:.912 (lbs) +------------- ► C= T L= 7 ' T C Else; .: Hlodown (floor to footing): HD5A Allow.=3705 lbs or HDU4-SDS2.5 Allow.=4565 lbs A —2j 0 _ Check. -Shear -Wall -Overturning Wd ------------- L= G.5 ' P ----> +-------------+. P= 460 (plf) WV,Z=1, a) {G.,,+(ti7c� 368 (plf) G 1 ri C;=1,1*H*L=.819 (lbs) i'= (: *L*H-•0.6*G*L/2-0.6*Wd*L*L/2) / (L- .75) _ .3591.052 (lbs) +-------------� C:= -T L= 6.5 ' T C Use... ::,;:. : Hlodown (floor to footing) . FTDSA Allow.=3705 lbs or HDU4-SDS2.5 Allow.=4565 lbs Check Shear Wall Overturning H= L= 18.5 ' r'= 375 (plf) Wd== 1 t�.¢-, + �� XQ = 231 (plf ) G=1-1*H*L== 2331 (lbs) T=(??*L*H-0.6*G*L/2-0.6*Wd*L*L/2)/(L-.75) •= 1452.537 (lbs) C:= ... T Wd ------------- p ----> +-------------- I G I. +-------------+ L= 18.5 ' T C FJse . Hlodown (floor to footing) : HD2A Allow.=2775 lbs or HDU2-SDS2.5 Allow.=3075 lbs T1 -- "I 0 Check. Shear Wall Overturning H= 9 L= 14 ' P= 375 (plf) Wd= � 67, Z = 32 (plf ) G=14*H*L= 1764 (lbs) T=(?*L*H-0.6*G*L/2-0.6*Wd*L*L/2)/(L-.75) 2864.875 (lbs) C= •-T Wd ------------- F----> +-------------- G +-------- - - - - -+ L= 14 ' T C lr:L .idowrn, (floor to footing'): HDSA-- Allow-.--=37,05 lbs or HDU2-SDS2.5 Allow.=3075 lbs n Check. _Shear -Wall -Overturning 2/ L= 7 P- 320 (plf) Wd= MC')�,11rj i- 14'e = 194 (plf) C-,=I,&*H*L= 882 (lbs) T= (P*L*H-0.6*G*I,/2-0.6*Wd*L*L/2) / (L- . 75) _ 2.472.96 (lbs) c::: •. T Wd ------------- P ----> +-------------+ I G ! +-------- - - - - -+ L= 7 ' T C 141oc1own (floor to footing) : HD2A Allow.=2775 lbs or HDU2-SDS2.5 Allow.=3075 lbs L-� Check, Shear Wall Overturning H= 9 � L= 6.7 ' P= 985 (pl.f ) Wd= !� �`;2 = 98 (Plf) G=14*H*L= 844.1999 (lbs) T=(P*L*H-0.6*G*L/2-0.6*Wd*L*L/2)/(L-.75) ..475.444 (lbs) C= -T t`fse Hlodowri. (floor to footing) or L--z5 Wd ------------- P ----> +-------------+ G +--------------!- L= 6.7 ' T I T. C Check. Shear_ Wall_ Overturning L= 6.5 ' P= 1.71 (Plf) W-1--= �L-I CJ = 80 (Plf) G=1,I*H*L=: 819 (lbs) 'T_'=('?*L*H--0.6*G*L/2-0.6*Wd*L*L/2) / (L- .75) = 1285.644 (lbs) C= -T Wd ------------- P ----> +-------------+ G +-------------+ L= 6.5 i T (.,fee: Hlodown (floor to footing): HD2A Allow.=2775 lbs or HDU2-SDS2.5 Allow.=3075 lbs r =: a 4 Cbeck Shear 'Wall -Overturning Wd ------------- L= ::►.5 ' P ----> +--------------- P- 984 (Plf) Wd= P = 224 (Plf) G G=14*H*L 1197 (lbs) T=(iP*L*H--0.6*G*I,/2-0.6*Wd*L*L/2) / (L-.75) j = 8532.086 (lbs) +-------------•-- C:= --T L= 9.5 ' I I T .Ts e Hlodown (floor to footing): orr� Q - Check. Shear Wall Overturning If= 9 L= 11. 5 ' P= 545 (];elf) Wd= = 30 (Plf) G==14*H,L= 1449 (lbs) T=(]P*L*H-0.6*G*L/2-0.6*Wd*L*L/2)/(L-.75) _ 1671.4161 (lbs) C= •-T Wd ------------- P----> +-------------4- G +-------------+ L= 11.5 I T C Use: Hlodown (floor to footing): HDBA Allow.=6465'lbs or HDU5-SDS2.5 Allow.=5645 lbs 62 ki== '! Check_ Shear` Wall_ Overturning H= 9 P= 545 (plf) Wd::: 1 b,,7 = 48 (plf ) U=1,1*H*L= 819 (lbs) `I'= (1?*L*H-•0. 6*G*I,/2-0.6*Wd*L*L/2) / (L-. 75) 5161.226 (lbs) C'= - T Wd ------------- p ----> +-------------+ G +-------- - - - - -+ L= 6.5 ' 1 T C Use. Hlodown (floor to footing): HD8A Allow.=6465 lbs or HDU5-SDS2.5 Allow.=5645 lbs Check -Shear -Wall -Overturning �fCp H= 9 L == 16 P= .114 (pl-f ) TU-1 A �$ l4X9 = 156 (plf ) G:=l,I*H*L= 2016 (lbs) T=(P*L*H-0.6*G*L/2-0.6*Wd*L*L/2)/(L-.75) = 489.075 (lbs) C= ..-T Wd ------------- p ----> +--------------� G +-------------+ L= 16 T C [7SE? . Hlodown (floor to footing): HD2A Allow.=2775 lbs or HDU2-SDS2.5 Allow.=3075 lbs L )- -0 F:9 Check -Shear Wall_ Overturning r . �57 .L= .1.3 ° P= 252 (plf) P1:. (� I\7,.2 = 21 (p1f) G=I.,I*H*'L= 1638 (lbs) T= (.? L*H--0.6*G*L/2-0.6*Wd*L*L/2) / (L-.75) = 1798.457 (lbs) C = •- T Wd ------------- P ----> +-------------- G -------------- 4- 1 L= 13 ' 1 T C Use . Hlodown (floor to footing): HD2A Allow.=2775 lbs or HDU2-SDS2.5 Allow.=3075 lbs Check ^Shear -Wall _ Overturning H:= L= 17 ' P:= J-89 (plf ) Wd = ((� K Z = 32 (plf ) I.., I*H*L= 2142 (lbs) T=(P*L*H-0.6*G*L/2-0.6*Wd*L*L/2)/(L-.75) =: )36.5169 (lbs) C= ,..T Wd ------------- P ----> +-------------+ G +-------- - - - - -+ L= 17 ' T C Use Hlodown (floor to footing): HD2A Allow.=2775 lbs or HDU2-SDS2.5 Allow.=3075 lbs H= :3 M;k- I L-J(a t4 PATiOK FLM,, FOUNDATION DESIGN SOIL B-P. = I &CO psf F-2 LOAD OF FOUNDATION USE FI ?7/e, x I i -t- I (ox I� A-F "x i" 3 =— 13� U t9 IL x 1 c ) F2 �( IUD 7� X (�'-1' �, _ I CjQ Li Jl� ++J( le 11M F4 F5 p! F6 TYP. PIER W' X D' CONTINUOUS FOOTING ALLOW. CONCENTRATED LOAD: ALLOW. P1 = B.P.X(2X(I.5+0)XW) = (,5 KCzx C(6 fc.s>x 1,3-5)= ALLOW. P2 = B.P.X(2X(0.5+D)XW) 1,8x (2( (0,5.+I�S)x1,33) P2 MIN. w ry PAD1 PAD2 I%frz ([,��OhK-" - 04(� - X top PADS PAD4 �,� pp ( � PADS cfj-' ,?2 hlti- ) , G�{ 7 +C Ste: x I PADS. ( -o�J�i {�'�?% v,5- �� ) af LE 11 -?-6 5x; (c� 7r3r 2.2(0�� E IIN. 9/1 q /I -t, -- C— -=-Ol , Fv= 2,q o,,q 61 rn x 2.05 3 =I,i-I ok. 7 c 7 FJ-- 3. (@ O.c.) W1=74xl.33+10 =108 (plf) W1 w2 = _ (plf) P1 = _ (lbs) R1 14 P2 = _ (lbs) FLOOR JOIST--- 1 1 14 1 1 108 14 , R1= .756 (kips) R2= .756 (kips) Vmax= .756 (kips) Mmax= 31.752 (kip -in) A left= 7 (ft) Dmax= 9.335088E+07 /EI(in) A left= 7 (ft) Sreq'd(in.3) Areq'd(in.2) Ireq'd(in.4) USE WOOD 31.55 11.93 83.34 2X12 GLULAM 13.5 7.01 75.6 STEEL 1.47 .07 4.59 V7- A ARC. t \ . C 21' O`+tj ..z1:,•-:..._ aid � r 0 CAPES ENGINEERING INC PO BOX 14198, FR.EMONT, CA 94539 Tel: (510) 668-1815 Fax: (510) 490-8690 Building Department City of Cupertino 10300 Torre Ave. Cupertino. CA 95014 130301,37 September 22, 2013 Project No. 7786.03 Subject: Proposed New Residence Project. at 10557 San Leandro Ave. (Lot 49) Cupertino; CA IFOUN DATRON PILAF ANDDETAIL, GRADING AND DRAINAGE PLAN REVTEW REPORT Reference: (1) Soil and Foundation Investigation Report By: Capex Engineering Inc. Dated on: June 29, 2012 (2) Foundation Plan and Detail By-, H.M.0 Associates, LLP w .Dated on: July 20, 201 (3) (Grading & Drainage Plan, Erosion Control p'laly Bv: Nordic Engineering Inc. Dated on: Septemher. 2013 i Dear Sir: Capex Engineering Inc., has reviewed the above referenced materials pertaining to the subject project. Based on our review, it is our opinion that (he submitted plans and specifications (Reference 2, Sheet S-2, SD-2, Reference 3, Sheet C1, C3 & C3)) substantially generally conidrm to the recommendations presented in reference L 1t should be noted that (1) the soil engineer on record has been. retained to provide soil site observation and provide periodic and final report. to the City. (2) Surface drainage must he provided as designed by the project Civil Engineer and maintained by the property owner at all times. Should you have questions, please contact our off.ic;$�at-`m mence. Very Truly Yours ��i �Y "SU Capex Engineering Inc. a;,a rid U. l'.E v o'I Principal E` a. C'APEX ENGINEERING► INS'. PO BOX 14198, FREMONT. CA 94539 Tel: (510) 668-1815 Fax: (510) 490-8690 July 24, 2013 Building Department Project No. 7786,03 City of Cupertino 10300 Torre Ave. Cupertino, CA 95014 Subject: Proposed. New Residence .Project at 10557 San Leandro Ave. (Lot 49) Cupertino, CA FOUNDATION PLAN AND DETAIL, GRADING ANDDRAINAGE PLAN REVIEW REPORT Reference: (1) Soil and Foundation Investigation Report By: Capex Engineering Inc. Dated on: June 29, 2012 (2) Foundation Plan and. Detail By: H.M.0 Associates. LL,P Dated on: July 20, 2013 (3) Grading &Drainage .Plan, .Erosion Control Plan By: Nordic Engineering Inc. Dated on: January, 201.3 Dear Sir: Capex Engineering, Inc., has reviewed the above referenced materials pertaining to the subject project. .Based on our review, it is our opinion that the submitted plans and specifications (Reference 2, Sheet S-2. SD-2, Reference 3, Sheet Cl, C2 & C3) substantially generally conform to the recommendations presented in reference 1. It should be .noted that (1) the soil engineer on record has been retained to provide soil site observation and provide periodic and final report to the City. (2) $xlace drainage must be provided as designed by the project Civil Engineer and maintained by the , property owner at all times. a Should you have questions, please contact auf o ��irience. Very Truly Yours Capex En ineering Inc. "ary, su, P.E Principal CAPER ENGINEERING INC. PO BOX 14198, FREMONT, CA 94539 Tel:(408) 257-8252 Fax: (408) 257-8959 29MITTAL rr ]FOUNDATION R EcCOM1NiI]ENDAMNS PROPOSED NEW R ES MIENC]E AT SAN ILIEANDIEROAV ENU E cCU? ERTffNO, MCA (Lot 49) I , CAP EX ENGINEERING G INC. Project No. 7786.03 June 29, 2012 CAPEX ENGINEERING INC. PO BOX 14198, FREMONT, CA 94539 Tel:(408) 257-8252 Fax: (408) 257-8959 Project No. 7786.03 June 29, 2012. Mr. Tom Ko 1569 Bellemeade St. San Jose, CA 95131 Subject: Proposed. New Residence .Project at San Leandro Ave. (Lot 49) Cupertino, CA Geoteehnical Investigation Report Dear Mr. Ko: In accordance with your authorization, CAPF.X ENGINEERING INC., has completed a foundation recommendations for project at subject site. The accompanying report presents the results of our site reconnaissance, collection of information, analysis data as well as conclusions and recommendations to assist the project design consultants in the formulation of procedures for the site preparation and the design of foundations are also presented. Our findings indicate that the site is suitable, from a geotechnical standpoint, for the proposed development provided the recommendations of this report are carefully :followed and are incorporated into the project plans and specifications. We appreciate The opportunity to be of service to you. Should you have any questions relating to the contents of this report or should you require additional information, please do not hesitate to contact our office at your convenience. Very truly yours, CAPE:X 7 NGINEERING INC. Gar�su__, Principal CA ENGINEERING INC: TABLE OF CONTENTS Pam LETTER OF TRANSMITAL 2 1.0 Introduction 4 2.0 Site location & Description 4 3.0 Field Investigation 4 4.0 Soil Conditions 5 5.0 Laboratory Testing 5 6.0 C.B.0 Earthquake Design Criteria 6 7.0 Liquefaction Potential Evaluation 6 8.0 Discussion, Conclusions & Recommendations 6 8.1 General 6 8.2 Grading & Compaction 6 8.3 Foundations 7 8.4 Concrete Slab on Grade 8 8.5 General Construction Requirement 8 9.0 Construction Observation 10 10.0 Limitations and Uniformity of Conditions 10 Figures: 1. Site Location Map 11 2. Site Plan 12 3. Log of Test Boring (Boring 1) 13 CAPER ENGINEENING INC. 3 1.0 R1\lTROD1 CTRON The purpose of the investigation is to evaluate the surface and subsurface conditions at the subject site. The proposed two-story single family residence development located on San Leandro Avenue, Cupertino (Lot 49), California. Based on the data and information obtained, we have provided recommendations for foundation design and grading criteria for the site. The scope of our work included the following: 1. Site reconnaissance by Project Engineer. 2. Subsurface exploration consisted of one (1) exploratory test borings. 3. Performed laboratory tests to provide engineering criteria. 4. The preparation and writing of this report which presents our findings, conclusions and recommendations. Our findings indicate that the proposed development is feasible from a geotechnical standpoint provided the recommendations in this report are included into the project plans and specifications and adhered to during and after construction. 2.0 SETL LOcCATEONS AND D]ESCRE1FT ION The site is located on San Leandro Avenue, Cupertino,(Lot 49) (See Figure 1). The proposed development will consist of two-story single family new residence. The proposed project is understood to consist of the construction of a new residence. The site is relatively flat and vacant. The surrounding lots of the site are developed with single family residence. The above description is based on site reconnaissance by the project engineer and a site plan. 3.0 1FE ELllD ENVlESU(GAUON The field investigation was performed on February 22, 2012 and included a site reconnaissance by the project engineer and the drilling of one exploratory boring at the approximate locations shown on site plan. (Figure 2) The borings were drilled to a maximum depth of 15 feet below the existing ground surface. The drilling was performed with a truck -mounted rig using power driven, six inches diameter flight auger. Drilling was performed by West Coast Exploration Inc. Visually classifications were made from the auger cuttings and the samples in the field. As the drilling proceeded, undisturbed samples were obtained by means of a CAPEX ENGINEERING INC. 4 2.5 inches split -tube sampler (Outer Diameter of Sampler). The sampler was driven under the impact of a 140 pounds hammer with a free fall of 30 inches. The number of blows required driving the sampler the last 12 inches were adjusted to the standard penetration resistance (N-Value) and are presented in the Log of Test Borings (Figure 3). Visually classifications were made from the auger cuttings and the samples in the field. As the drilling proceeded, undisturbed samples were obtained by means of a 2.5 inches split -tube sampler (Outer Diameter of Sampler). The sampler was driven under the impact of a 140 pounds hammer with a free fall of 30 inches. The number of blows required driving the sampler the last 12 inches were adjusted to the standard penetration resistance (N-Value). 41.0 SOM CON><DRT>IONS The soil conditions were derived from our site reconnaissance and the information and samples obtained from our exploratory borings. Detailed descriptions of the materials encountered in the laboratory borings and the results of the laboratory tests are presented on "Log of Test Borings" (Figure 3). The subsurface soils condition; as encountered in the boring was found to consist of silt clay with gravel to 15 feet deep, moist, very hard. No ground water was encountered during drilling operations. However, fluctuations in the groundwater table are anticipated with seasonal rainfall variations. The boring was backfilled on the date of excavation. 5.0 LABORATORY T]ESTINGS 5.1 All samples were visually classified in the laboratory in accordance with the Unified Soil Classification System per ASTM D-2487 and/or D-2488 in order to verify the field classification. 5.2 The natural moisture contents and dry unit weights were determined for all undisturbed samples per ASTM D-2216. 5.3 Gradation tests were performed on selective samples per ASTM D-442 in order to provide engineering characteristics of the material and for liquefaction potential evaluation. The results of sieve analysis tests and plastic index (P.I = 13.5) indicate that the soils exhibit a medium percentage of fines and are subject to a medium swell/shrink potential with variation in moisture content. CAPER ENGINEERING INC 5 6.0 C.B.0 (20]10 EDITION) EARTHQUAKE E DESIGN CRITERIA The effects of seismic hazards are in accordance with section 1803A.6. The ground motion element data based on "JAVA Ground Motion Parameter Calculator" by "USGS — U.S. Geological Survey" which program prepared by registered geotechnical engineer and engineering geologist. (Reference:hffpe//earthquake.usgs.gov/hazards/designmaps/�*avacalle.php) The seismic design parameters for the site per Chapter 16 of the California Building Code (2010 Edition) are follows: Latitude: 37.315049 (degrees) Longitude:-122.067055 (degrees) Site Class = D Short Term Spectral Response Parameter, Ss = 1.615 g 1 Second Spectral. Response Parameter, Si= 0.868 g Site Coefficient, Fa = 1.0 Site Coefficient, Fv = 1.5 7.0 LffQUEIFACTffON POTENTIAL EVALUATffON Liquefaction occurs primarily in relatively loose, saturated, cohesionless soils which can be subjected to a temporary loss of strength due to the buildup pore pressures, especially as a result of cyclic loading such as induced by earthquakes. Evaluation of liquefaction potential on this site was based on the soil type, density of the site soils, and the presence of groundwater. Based on the data obtained during our field and laboratory investigations, it is our opinion that the liquefaction potential at this site is nil. 8.0 DISCUSSION, ION, CONCLUSIONS AND RECOMMENDATIONS 8.1 General From a geotechnical standpoint, for the proposed addition development is feasible for construction on the subject site provided the recommendations presented in this report are carefully followed and are incorporated into the project plans and specifications. 8.2 Grady ng & Compaction 8.2.1 Prior to any grading, demolition of the site should be completed. This should include the removal of the existing residential structure and any concrete foundations, underground utilities or any other surface or sub -surface structure which may be encountered. Any tree root system, debris or trash are encountered CAPEX ENGINEERING INC. 6 should also be removed. It is vital that CAPEX ENGINEERING INC. observe the demolition operation and be notified in ample time to ensure that no sub -surface structures are covered and that any tree root system completely removed. 8.2.1 All on -site material having an organic content of less than 1 % by volume and free from other deleterious materials are suitable for use as fill on site. All fill material should have a maximum particle size of 6 inches with no more than 15% larger than 2.5 inches. 8.2.2 Any import fills which is predominately granular in nature and with plasticity index of 12 or less can be used. The soil engineer should give final approval of any import fill material prior to placement. The contractor shall notify the soil engineer 5 working days in advance of his intention to import soil from any other source outside the site area and shall permit the engineer to sample as necessary for the purpose of performing tests to establish the qualities of the material. 8.2.3 After preparation of the native ground soils, the site may be brought to the desired finish grade by placing on -site native material or import material in lifts not to exceed 8 inches in un- compacted thickness. Compacted to a minimum of 90% as determined by ASTM D-1557-91 laboratory testing procedure. 8.2.4 The moisture content of the fill material should be 0 to 3% above optimum and sufficient to obtain the required density. Water should be added or other satisfactory method shall aerate the fill material in order to have acceptable range for moisture. 8.3 IFoauu daflouns 8.3.1 The proposed structure can be satisfactory supported on spread and continuous (grade beams) footings foundation system provided the site is prepared as previously recommended. 8.3.2 The following soil design parameters apply: a. Allowable soil bearing pressure (DL + LL )------1,800 psf b. Allowable soil bearing pressure (All Loads) ------ 2,500 psf C. Lateral passive pressure ------------------------------- 200 pcf d. Coefficient of sliding ----------------------------------- 0.25 CAPEX ENGINEERING INC. 7 8.3.3 Extend all footings at least 18 inches below the undisturbed ground surface. Foundation widths should conform to CBC minimum standards, provided the soil bearing stress recommendations of this report are not exceeded. Footings should be reinforced using a minimum of one # 4 bar at the top and the bottom. The footings should be reinforced as determined by the Structural Engineer based upon the building loads. 8.3.4 Total settlement of the subsoils beneath foundation depth at normal loading is expected to be on the order of 1.0 inch and differential settlement of 0.5 inch. 8.4 CONCRETE SLAB ON GRADE 8.4.1 Concrete slab should be structurally reinforced using at least No. 4 bars, within the middle of slab, at 18 inch on centers both ways. The structural engineer may determine that additional reinforcement is required based on the intended use and loading of the slab. 8.4.2 Slab on grade should be underlain by a minimum of 6 inches of granular material conforming to Caltrains Specifications for Class II permeable material in order to provide a capillary moisture break. An impervious membrane of 10 mils minimum thickness should be placed over the granular material in order to provide vapor barrier. In addition, two inches of wetted clean sand should be placed directly under the slab and on the top of the membrane to minimize punctures and to assist in the proper curing of the concrete. 8.4.3 All flatwork slabs should be poured structurally independent of the foundations. A 30-pound felt strip, expansive joint material, or other positive separator should be provided around the edge of all floating slabs to prevent bond to the structure foundation. 8.5 GENERAL C®NS'1[']18U C'1<'I[®N1181EQU]I B]EMlENTS Surface Drainage and ffirriigatiion: 8.5.1 All finish grades should provide a positive gradient to an adequate discharge point in order to provide rapid removal of surface water runoff away from all foundations. No stilling water should be allowed on the pad or adjacent to the foundations. These lot slopes should be provided to aid in the removal of water from the pads and to reduce the amount of water to seep beneath the buildings. Surface drainage should be provided as designed by the project engineer and maintained by the property owner at all times afterwards. CAPEX ENGINEERING INC. 8 8.5.2 All finish grade drainage swales must be cut into compacted finish grade. Construction of the drainage swales using un-compacted loose surface fill does not meet the recommended grading requirement. 8.5.3 Continuous roof gutters are recommended. Downspouts from the gutters may be provided with adequate pipe conduits to carry storm from the foundation and graded areas, thus reduce the possibility of soil saturation adjacent to the foundations and engineered fill. 8.5.4 Planters should be avoided adjacent to the foundation. Should planters be constructed, foliage requiring little irrigation should be considered to further reduce the amount of water that could affect the foundation. Alternatively, a watertight planter box with controlled discharge should be provided. Ufflity Trenches: 8.5.5 Any utility trenches extending under the building areas should be backfilled with native on -site soils or approved import materials. Backfill should be properly compacted to prevent water migration through the utility trenches extending underneath the structure. 8.5.6 Utility trenches extending underneath all traffic areas must be backfilled with native or approved import material and compacted to a relative compaction of 90% to within 12 inches of the subgrade. The upper 12 inches should be compacted to 95% relative compaction. Backfilling and compaction of these trenches must meet the requirement set forth by the City of Cupertino, Department of Public Works. 8.5.7 The soils generated from trenching may be used as backfill with the exception of cobbles greater than 6 inches in largest dimension. Compaction of the trench backfill should comply with the requirements set forth by the City of Cupertino, Department of Public Works. Trench Shoring and Temporary SRop es 8.5.8 Applicable safety standards require that trenches in excess of 5 feet must be properly shored or that the walls of the trench slope back to provide safety for installation of lines. If trench wall sloping is performed, the inclination should vary with the soil type. The underground contractor should request an opinion from the soil engineer as to the type of soil and the resulting inclination. Slope of 1:1 (horizontal to vertical) may be utilized for stable cohesive soils while 2:1 will be required for the more granular loose soil. CAPER ENGINEERING INC. 9 9.0 CONSTRUCTION OBSERVATION The recommendations of this report are based upon assumptions regarding design concepts, and construction materials and procedures. To validate these recommendations, Capex Engineering Inc. must be retained to: a. Review the drainage and foundation plans. b. Review the structural calculations related to the foundations. C. Observe the preparation of the site for slab -on grade construction. d. Observe the foundation excavations to determine if the exposed soil conditions are substantially the same as those encountered in this report; and, to make alternative recommendations based upon professional judgment. e. Observe the initial and final site grading and installation of surface and subsurface drainage. 10.0 LIMITATIONS AND >IJNUOII MITY OF CONDITIONS 10.1 The recommendations of this report are based on the assumption that the soil conditions do not deviate from those disclosed and from a reconnaissance of the site. Should any variations or undesirable conditions be encountered during the construction, Capex Engineering Inc., will provide supplemental recommendations as dictated by the field conditions. 10.2 This report is issued with the understanding that it is the responsibility for owner or his representative, to ensure that the information and recommendations contained herein are brought to the attention of the Architect, Engineer and Contractor for the project and incorporated into the plans and that the necessary steps are taken to see that the contractor and subcontractor carry out such recommendations in the field. 10.3 This report specifically recommends that Capex Engineering Inc. be retained to review the project plans and to provide observations and/or testing services during construction. It is the responsibility of the client to retain Capex Engineering Inc. and to inform Capex Engineering Inc. of the need for such services. 10.4 The conclusions and recommendations contained in this report will not be considered valid after a period of two (2) years, unless the changes are reviewed and conclusions of this report modified or verified in writing. 10.5 Capex Engineering Inc. does not provide design services, nor does Capex Engineering Inc. act as a builder. Our professional findings and recommendations were prepared in accordance with generally accepted engineering principals and practices. NO other warranty, expressed or implied, is made. CAP EX ENGINEERING INC. to SITE LOCATION MAP CO- , v 01 (jam � p$ fi SY G.'�, •.^:. { ', Y- ...- SU Ti ,3 'aT _ ..._._ _. ._w.. ... .w.. .....__,,......,,,_......._ _..wClf opt, zb7. ` (w V A. Project No. 7786.03 CAPEX ENGINEERING INC:'. Figure 1 f� July 29, 2012 San Leandro Ave. (Lot 49) Cupertino, CA SITE PLAN rw LEA 0,2;2 o 37. Approximate Location of Test Borings Figure 2 Project No. 7786.03 ) June 29, 2012 CA PEV ENGINEERING INC San Leandro Ave. (Lot 49) CUDertino. CA San Leandro Ave.. (Lot 49). Cupertino Project No, 7786 29 June 2012 ^" N O C Q O n Y N sDescription �, �'� ,� LL ►i � � � _ a) i Remarks 4°—.- ui 3 o o v, a M C m �QU 0o a)°h- 1 Blown Silty Silty Clay to 3 feet 2 3 Dark Brown Silty Clay, moist, very stiff 1-1 CL 24 117.5 12.5 3.0 Atterberg Limits 4 P.1= 13.5 Unconfined Compression 5 Change to Silty Clay with gravel Test Uc=2,955 psf 6 Same As above 7 8 Dark Brown Silty Clay with sand and gravel, moist 1-2 CL 34 121.5 15.5 4.0 Sieve Analysis 9 hard F=65% S=6% G=29% 10 Same As Above 11 12 13 Dark Brown Silty Clay with sand and gravel, moist 1-3 CL 32 123.5 14.5 4.0 14 hard 15 Terminated of Boring at depth of 15 feet, 16 groundwater was not encountered during boring 17 18 19 20 21 22 23 24 25 BORING LOG NO. 9 Figure No, 3 CAPER ENGINEERING INC. _......._. Date Drilled: February 22, 2012 By: G. H Project No. 7785.03 1303013 % 11 o MDD IIR10 EMEROV AMAfLVSIIS REPORT I ISO Residence 10577 San Leandro Ave. Cupertino, CA 95014 Project 0888 gnsr: H.M.C. Associates, LLP 12260 Saratoga -Sunnyvale Rd *209 Saratoga, CA 95070 406-446-6416� � Report Prepared by: Q H.M.C. Associates, LLP �J Job Number: 13-005 j a r ` 3/25/2013 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. TABLE L E OF coo wrEN S Cover Page Table of Contents Form CF-1 R Certificate of Compliance Form MF-'i R Mandatory Measures Summary HVAC System Heating and Cooling Loads Summary Boom Load Surnmary Boom Heating Peak Loads Room Cooling Peak Loads Form ECON-1 Energy Use and Cost Summary Form UTIL-1 R Utility Incentive Worksheet 1 2 3 8 11 13 15 17 19 20 EnergyPro 5.1 by EnergySofl Job Number: ID: 13-005 User Number: 6518 PERFORMANCE CGMi [IRClaTE ReMdenft (Part 3 of 5) C F-11 R Project Name Building Type ® Single Family ❑ Addition Alone Date Lin Residence ❑ Multi Family ®Existing+ Addition/Alteration 3/19/2013 AMMUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/ft2- r Space Heating 22.31 19.02 3.29 Space Cooling 8.03 5.27 2.75 Fans 4.38 3.60 0.78 Domestic Hot Water 15.10 15.10 0.00 Pumps 0.00 0.00 0.00 Totals 49.82 43.00 6.82 Percent [Setter Than Standard: % I�113..7 {�ry7 �%%I� I� � 1 REQUIRED o IRILD[IHO CMFL OM c MO IJLERO V E �IJ �CLr=.TION UUE`�BUIRED HERO Fenestration Building Front Orientation: (E) 90 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (E) 236 0 Fuel Available at Site: Natural Gas (S) 32 0 Raised Floor Area: 1,060 (lM 283 91 Slab on Grade Area: 0 (N) 236 57 Average Ceiling Height: 8.0 Roof 1,060 6 Fenestration Average U-Factor: 0.35 TOTAL: 154 Average SHGC: 0.34 Fenestration/CFA Ratio: 5.4 % REMARKS STATEMENT OF COMpUANCCi 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 complete. Doc umente4Bon Author Company H.M.C. Associates, LLP 3/19/2013 Address Name d ldeel City/State/ZipCity/State/Zip Phone 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. Des,B@ner or Owner (per Business & Professions Code) Company H.M.C. Associates r Address 12280 Saratoga -Sunnyvale Rd. #209 Name Mike Chen, Architect City/State/Zip Saratoga, CA 9.5070 Phone 408-446-8418 Signed License # Date EnemyPro 5.1 by EnerqvSoft User Number: 6518 RunCode: 2013-03-19T14:52:55 ID: 12-015 Page 5 of 20 CITY OF CUPERTINO RECEIPT NUMBER: BS000019296 RECEIVED BY: MELISSA PAYOR: HORN WAY M CHEN TODAY'S DATE: 02/20/13 REGISTER DATE: 02/20/13 TIME: 14:52 1 PLAN CHECK PUBLIC WORKS 10784 JOHNSON PW CONFIRM $263.00 ---------------- TOTAL DUE: $263.00 CREDIT CARD: $263.00 REF NUM: VISA 9716 TENDERED CHANGE $263.00 $.00 BUILDING 10300 TORRE AUE COPERTINO, CA 95014 TERIUNAL ID: D 885743919 IIRCHANT N: 324178162990 UISA (Oxxxxxxxxxxxx9716 SALE BATCH: 000467 INUDICE: 067395 DATE: FEB 20, 13 TIPI, 11:53 SA: 007 AUTH NO: 09193C YCVAL $263.09 CUSYGMIfER co?v [PERFORMANCE RMANCE 0ER ►i MCA u . Rc�sucoJenUaill (Part 3 of 5) CGS -I R ject Name Building Type ® Single Family ❑ Addition Alone Date Residence❑ Multi Family ❑ Existing+ Addition/Alteration 31251201.1 NUAL ENERGY USE S0.&MVlIJARY Standard Proposed Margin TDV kBtu/ftz- r Space Heating 16.97 18,06 -1.09 Space Cooling 6.75 1.93 4.82 Fans 4.15 3.29 0.86 Domestic Hot Water 10.95 12.11 -1.16 Pumps 0.00 0.00 0,00 Totals 38.82 35.38 3.44 Percent Better Than Standard: 8.8 % OODZIFLOIN o MOO MEMO MC�C�313�1]OGQ4fJ0�1 L�� Fenestration Building Front Orientation: (E) 90 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (E) 1,630 312 Fuel Available at Site: Natural Gas (S) 716 74 Raised Floor Area: Z205 (169 613 160 Slab on Grade Area: 0 (N) 716 13 Average Ceiling Height: 9.0 Roof 1,574 38 Fenestration Average U-Factor: 0.39 TOTAL: 596 Averse SHGC: 0.37 Fenestration/CFA Ratio: 16.5 % IREG>f ARKS STATEMENT OF COMPLIANCE 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 complete. Documentation Author Company H.M.C. Associates, LLP 3/25/2013 Address Name City/State/Zip- Phone 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. Deaiicgner or Owner (per Business & Professions Code) r Company H.M.C. Associates, LLP , I C `t d Address 12280 Saratoga -Sunnyvale Rd #209 Name Mike Chen City/State/Zip Saratoga, CA 95070 Phone 408-446-8418 Signed License # Date EnemyPno 5.1 by EnemySoft User Number: 6518 RunCode: 2013-03-25T12:29:52 1D: 13-005 Pa e 5 of 20 CERTIFICATE OF COMPLIANCE® Residential (Part 4 of 5) CF-1 R Project Name KO Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 3/25/2013 OPAQUE SURFACE DETAILS Surface Type Area U- Factor Insulation Azm Tilt Status Joint Appendix 4 Location/Comments Cavity Exterior Frame Interiorl Frame Roof 51 0.025 R-38 0 30 New 4.2.1-A21 Zone 1 Wall 415 0.069 R-21 90 90 New 4.3.1-A6 Zone 1 Door 48 0.500 Insul 90 90 New 4.5.1-A3 Zone 1 Wall 334 0.069 R-21 180 90 1 New 4.3.1-A6 Zone 1 we// 357 0.069 1 R-21 0 90 New 4.3.1-A6 Zone 1 Door 21 0.102 R-13 0 90 New 4.3.1-A3 Zone 1 Floor 2,105 0.037 R-19 0 180 New 4.4.1-A4 Zone 1 Wall 315 0.069 R-21 270 90 New 4.3.1-A6 Zone 1 Door 139 0.102 R-13 270 90 New 4.3.1-A3 Zone 1 Wall 459 0.069 R-21 90 90 New 4.3.1-A6 Zone 2 Wall 308 0.069 R-21 180 90 New 4.3.1-A6 Zone 2 Wall 380 0.069 R-21 135 90 New 4.3.1-A6 Zone 2 Door 17 0,102 R-13 135 90 New 4.3.1 A3 Zone 2 Wall 325 0.069 R-21 0 90 New 4.3.1-A6 IZone 2 Floor 100 0.037 R-19 0 180 New 4.4.1-A4 lZone 2 Roof I 1,485 0.025 R-38 0 30 New 4.2.1-A21 JZone 2 FENESTRATION SURFACE DETAILS ID Type Area U-Factor SHGC Azm Status Glazing Type Location/Comments 1 Skylight 20.0 0.340 NFRC 0.33 NFRC 0 New Andersen Permashield Zone 1 2 Window 150.5 0.390 NFRC 0.37 NFRC 90 New Milgard Classic Low-E Vinyl Zone 1 3 Window 51.0 0,390 NFRC 0.37 NFRC 180 New Milgard Classic Low-E Vinyl Zone 1 4 Window 7.5 0.390 NFRC 0.37 NFRC 0 New Milgard Classic Low-E Vinyl Zone 1 5 lWndow 159.5 0.390 NFRC 0.37 NFRC 270 New Milgard Classic Low-E Vinyl Zone 1 6 Window 50.0 0.390 NFRC 0.37 NFRC 90 New Milgard Classic Low-E Vinyl Zone 2 7 Window 22.6 0.390 NFRC 0.37 NFRC 180 New Milgard Classic Low-E Vinyl Zone 2 8 Window 111.0 0.390 NFRC 0.37 NFRC 135 New Milgard Classic Low-E Vinyl Zone 2 9 Window 5.7 0.390 NFRC 0.37 NFRC 0 New Milgard Classic Low-E Vinyl Zone 2 10 Skylight 18.0 0.390 NFRC 0.37 NFRC 0 New Milgard Classic Low-E Vinyl Zone 2 (1) U-Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window Ove hanq Left Fin Ri ht Fin H t Wd Len H t LExt RExt Dist I Len H t Dist Len H t 1 None 1.00 2 Roll -down Blind or Slats 0.13 5.0 0.0 2.0 0.1 2.0 2.0 0.1 2.0 0 0.0 0.0 0 3 Roll -down Blind or Slats 0.13 5.0 0.0 2.0 0.1 2.0 2.0 0.1 2.0 0 0.0 0.0 0 4 Roll -down Blind or Slats 0.13 5.0 0.0 2.0 0.1 2.0 2.0 0.1 2.0 0 0.0 0.0 0 5 Roll down Blind or Slats 0.13 5.0 0.0 2.0 0.1 2.0 2.0 0.1 2.0 0 0.0 0.0 0 6 Roll -down Blind or Slats 0.13 5.0 0.0 2.0 0.1 2.0 2.0 0.1 2.0 0 0.0 0.0 0 7 Roll -down Blind or Slats 0.13 8 Roll -down Blind or Slats 0.13 4.5 0.0 2.0 0.1 2.0 2.0 0.11 2.0 0 0.0 0.0 0 9 Roll -down Blind or Slats 0.13 5.0 0.0 2.0 0.1 2.0 2.0 0.11 2.0 0 0.0 0.0 0 10 None 1.00 Ene Pro 5.1 b Ene Soft User Number 6518 RunCode: 2013-03-25T12:29:52 ID: 13-005 Pa e 6 of 20 CERTIFICATE OF COMPLIANCE: Residential Part 5 of 5) CF-1 R Project Name KO Residence Building Type 0 Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 3/25/2013 [BUILDING ZONE INFORMATION System Name Zone Name Floor Area ft Volume Year Built New Existinq Altered Removed HVAC 1 Zone i 2,105 18,945 HVAC 2 Zone 2 1,503 13,527 Totals 3,608 0 0 0 HVAC SYSTEMS System Name Qty. e ting Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status HVAC 1 1 Central Furnace 90% AFUE Split Air Conditioner 13.0 SEER Setback New HVAC 2 1 Central Furnace 90% AFUE Split Air Conditioner 13.0 SEER Setback New HVAC DISTRIBUTION System Name Heating Cooling Duct Location Duct R-Value Ducts Tested? Status HVAC i Ducted Ducted Crawlspace 6.0 ❑ New HVAC 2 Ducted Ducted Attic, Ceiling Ins, vented 6.0 ❑ New WATER HEATING SYSTEMS S stem Name Qty. Type Distribution Rated Input Btuh Tank Cap. al Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status A. 0. SMITH FPS-75-230 1 Small Gas Kitchen Pipe Ins 75,000 75 0.52 n/a n/a New MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEAPING SYSTEM PIPING Control E E m w a- Hot Water Piping Length ft o v a — System Name Pipe Len th Pipe Diameter Insul. Thick. Q JH P Plenum Outside Buried ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Ene Pro 5.1 b Ene Soft User Number 6518 RunCode: 2013-03-25T12:29:52 ID: 13-005 Page 7 of 20 MANDATORY MEASURES SUMMARY: Residential (Page 1 of 3 MF-1 R Project Name KO Residence Date 312512013 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. �[Building Envelope Measures: 116 a 1: 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). Al 17: Exterior doors and windows are weather-stri d; all joints and penetrations are caulked and sealed. 118 a : Insulationspecified or installed meets Standards for Insulating Material. Indicate type and include on CF-6R Form. §118(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. 150 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 U-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(I): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0perm/inch and shall be protected from physical damage and UV light deterioration. Fire laces, Decorative Gas Appliances and Gas Log Measures: 150 e 1 A: 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 with a with a readily accessible, operable, and tight-fittingtight-fiffing damper and or a combustion -air control device. -equipped §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 buildin , 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 ACCA. 150 i : Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §150(j)1A: 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 recirculating sections of hot water pipes are insulated per Standards Table 150-B. 7 §150(j)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 ' 3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance and wind. §150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. 150 ' 4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. EnergyPro 5.1 by EnergySoft User Number: 6518 RunCode: 2013-03-25T12:29:52 ID: 13-005 Page 8 of 20 6 ANDATORY MEASURES SUMMARY: Residential Page 2 of 3 MF-1 R Project Name Date KO Residence 312512013 §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 181 A, 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 tape is used in combination with mastic and draw bands. 7: Exhaust fans stems have back draft or automatic dampers. 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. 150 m 10: Flexible ducts cannot have porous inner cores. §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 in Section 4 of that Standard. -required 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 or a 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 ro rammed to run only during off-peak electric demand periods. 150 :Residential ool s stems or a ui ment meet the um !zing, flow rate, eiping, 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 low 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 EnergySoR User Number: 6518 RunCode: 2013-03-25T92:29:52 ID: 13-005 Page D&IQMDo AMRY WhEASU RES SUMMARY: Residential (Page 3 of 3 RhiF-1I R Project Name Date KO Residence 3/25/2013 L §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)11: 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)13: 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)13 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 hi h efficacy luminaires. §150(k)14: 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)15: 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. 6518 RunCode: 2013-03-25T12:29:52 ID: 13-005 Page 10 of 20 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF-1 R Project Name KO {Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 3/25/2013 Project Address 10577 San Leandro Ave. Cupertino California Energy Climate Zone CA Climate Zone 04 Total Cond. Floor Area 3,608 Addition Na # of Stories 2 FIELD INSPECTION ENERGY CHECKLIST ® Yes El No HERS Measures -- If Yes, A CF-4R must be provided per Part 2 of 5 of this form. El Yes ® No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type_ Area Special Cavity Features see Part 2 of 5 Status Roof Wood Framed Attic R-38 1,536 Radiant Barrier Venting New Wall Wood Framed R-21 2,892 New Door Opaque Door Insul 48 New Door Wood Framed R-13 177 New Floor Wood Framed w/Crawl Space R-19 Z205 New FENESTRATION U- Exterior Orientation Area Factor SHGC Overhang Sidefins Shades Status Skylight 2ao 0.340 0.33 none none None New Front (E) 200.5 0.390 0.37 2.0 2.010.0 Roll -down Blind or Slats New Leff (S) 51.0 0.390 0.37 2.0 2.010.0 Roll -down Blind or Slats New Right (N) 13.2 0.390 0.37 2.0 2.0/0.0 Roll -down Blind or Slats New Rear (W 159.5 0.390 0.37 2.0 2.0/0.0 Roll -down Blind or Slats New Leff (S) 22.6 0.390 0.37 none none Roll -down Blind or Slats New Front (SE) 111.0 0.390 0.37 2.0 2.010.0 Roll -down Blind or Slats New Skylight 18.0 0.390 0.37 none none None New HVAC SYSTEMS Ot . Heatipq Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 90% AFUE Split Air Conditioner 13.0 SEER Setback New 1 Central Furnace 90% AFUE Split Air Conditioner 13.0 SEER Setback New HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R-Value Status HVAC 1 Ducted Ducted Crawlspace 6.0 New HVAC 2 Ducted Ducted Attic, Ceiling Ins, vented 6.0 New WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 1 Small Gas 75 0.52 Kitchen Pipe Ins New Ener9YPro 5.1 by EnergySaft User Number. 6518 RunCode: 2013-03-25T12:29:52 ID. 13-005 Page 3 of 20 PIE Rf;=QGRgAMC—EC EHT11F11CQTEo HoWdendall (Part 2 of 5) C F-11 H Project Name KO Residence Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 3/25/2013 SPECIAL f;=LQ li una I:I SP CT11Q1M C HECKUST 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. The Roof R-38 Roof Attic includes credit for a Radiant Barrier that is Continuous meeting eligibility and installation criteria as specified in Residential Appendix RA4.2.2. The Roof R 38 Roof Attic 11150 vent Area requires verification. HERS REQUIRED VER11MC AT110M 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. Ene Pro 5.1 b EneMySoft User Number: 6518 RunCode: 2013-03-25T12:29:52 ID: 13-005 Page 4 of 20 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY roject Name FOResidence Date 3/25/2013 System Name HVAC 1 Floor Area 2,105 [ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 361 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per system 73,000 8,643 206 619 22,915 Total Output Btuh 73,000 0 Output Btuh/ ft 34.7 206 957 I System 0 0 -Cooling Output per S stem 40,500 0 0 0 0 Total Output Btuh 40,500 0 206 0 Total Output(Tons) 3.4 206 957 Total Output Stuh/s ft 19.2 Total Output ft/Ton 623.7 9,055 24,829 Air system CFM per System 1,385 HVAC EQUIPMENT SELECTION Airflow cfm 1,385 Sears N9MP1080F16— 33,116 6,012 73,000 Airtlowr cfm/s ft 0.66 73,000 r Jan 1 AM Airflow cfm/Ton 410.4 Outside Air % 0•0 % Total Adjusted System Output (Adjusted for Peak Design conditions) 'TIME OF SYSTEM PEAK 33,116 6,012 Outside Air cfm/ ft 0.00 Note: values above given at ARI conditions Aug 3 PM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 28 IF 69 OF Outside Air 0 cfm Supply Fan 1.385 cfm 69 IF 69 OF 105 OF Heating Coil 104 OF :............ _....__._.......... ... __..... ROOM r� 70 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 86/67°F 78/62OF 78/62OF 55/54OF Outside Air 0 cfm Supply Fan Cooling Coil 55 / 54 OF 1,385 cfm i 40.6 % ROOM � 78 / 62 IF 78 / 62 OF I EnergyPro 5.1 by EnergySoft User Number: 6518 Run Code: 2013-03.25T12:29:52 ID: 13-005 Page 11 of 20 HVAC SYSTEM HEATUG AKIO COOLING LOADS SUMMARY Project Name Date NCO Residence 3/25/2013 System Name Floor Area HVAC 2 1,503 ENW[EIERUG CHECKS SYSTEM LOAD [Number of S tems 1 COIL CFM Total Room Loads 431 Return Vented Lighting COOLING PEAK COIL HTG. PEAK Hosting System Sensible Latent CFM Sensible Output per Svstem 44,000 10,588 662 396 14,777 Total Output 8tuh 44,000 0 Output 8tuh! ft 29.3 Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD 347 628 Cooling System 0 0 Output per System 46,500 0 0 0 0 Total Output 8tuh 46,500 0 662 0 Total Output(Tons) 3.9 347 628 Total Output Btuh/S ft 30.9 Total Output s ft/Ton 387•9 1 11,282 16,034 Air System CFM per System 1.720 HVAC EQUIPMENT SELECTION Airflow cfm 1,720 Sears N9MP1050B12— 37,722 7,270 44,000 Alrflow cfm/s ft 1.14 Airflow cfm/Ton 443.9 Outside Air % 0.0 % Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 37,722 7,270 44,000 Outside Air cfm/ ft 0.00 Jan 1 AM Mote: values above iven at A l conditions Aug 3 PM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 28 OF 70 OF 105 OF 105 OF Outside Air 0 cfm Heating Coil Supply Fan 105 ° F 1,720 cfm R60, 70 OF _ 70 °F COOLING SYSTEM PSYCHROMETICS Airstream Tem ratures at Time of Cooling Peak 66 / 67 OF 78 / 62 OF 55 / 54 OF 55 ! 54 OF Outside Air 0 cfm Cooling Coil Supply Fan 55 / 54 OF 1,720 cfm 40.9 % ROOM 78/62°F I 78/62°F EnergyPro 5.1 by EnergySoft User Number- 6518 RunCode: 2013-03-25T12:29:52 ID: 13-005 Page 12 of 20 ROOM LOAD SUMMARY Project Name Date KO Residence 3/25/2013 System Name Floor Area HVAC 1 2,105 (ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult. CFM I Sensible I Latent CFM Sensible Latent CFM I Sensible Zone 1 Zone 1 1 3511 8,6431 206 351 8,6431 206 619 22,915 PAGE TOTAL TOTAL zonal 351 8,6431 206 619 22,915 11 351 8,643 206 619 22,915 3 of ROOM M LOAD SUMMQaV Project Name Date KO Residence 3/25/2013 System Name Floor Area HVAC 2 1,503 SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult. CFM I Sensible Latent CFM Sensible Latent CFM Sensible Zone 2 Zone 2 1 431 10,588 662 431 10,588 662 396 14,777 PAGE TOTAL TOTAL* * Total includes ventilation load for zonal EnemvPro 5.1 by EnemgySofr User M 431 10,588 662 396 14,777 11 431 10,588 662 396 14,777 HOOD F91 HEAR 1'�f O PEAK LOADS Project Name Date KO Residence 3/25/2013 ROOM IIRNF®RMATm DESIIOH OORN011TlOi1NS Room Warne Zone 1 Floor 9,rea 2,105.0 ftZ Indoor D Bulb Tern erature 70 OF Time of Beak Jan 1 AM Outdoor Dry Bulb Temperature 28 OF Conduction Area X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X to Ceiling U-Value X X X X Jj j( X X X X X X X X X X X X X X X X X X X X X X X X X AT'F = = = = = = = = = = = = = = = = = = = = = = = = = 1 42 Btu/hr R-38 Roof Attic 50.5 0.0250 42 53 Andersen Permashield 20.0 0.3400 42 286 R-21 Wall 1,419.8 0.0690 42 4,115 Insulated Metal Door 48.0 0.5000 42 1,006 Milgard Classic Low-E Vinyl 368.5 0.3900 42 6,036 Wood Door 159.7 0.1020 42 664 R-19 Floor Crawlspace 2,105.0 0.0370 42 3,271 Items shown with an asterisk (°) denote conduction Infiltrationi 1.00 x 1.077 Schedule Air Sensible Fraction through an interior Surface X 2,105 x Area another room 9.00 x 0.522 Height ACH Page Total / 60 ] X AT 15,453 = 7,463 TOTAL HOURLY CHEAT (LOSS FOR ROOM 22,91 EnergyPro 5.1 by EnergySoft User Number. 6518 RunCode: 2013-03-25Y12:29:52 ID: 13-005 Page 15 of 20 HOON HICQ`[i G PEAK LODE Project Name Date KO Residence 3/25/2013 ROOM IG�IG�OF�4lfJ/�4ION U�LSION CONDITIONS Zone 2 Floor G�1,503.0 ft' Room :DryBulb Indoor Temperature 70 °F Time of Peak Jan 1 AM Outdoor ® (bulb Temperature 28 OF � � Conduction area X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X to Ceiling U-Value X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ATOF = = = = = = = = = = = = = = = = = = = = = = = c 42 Btu/hr R-21 Wall 1,471.8 0.0690 42 4,265 Milgard Classic Low-E Vinyl 207.3 0,3900 42 3,396 Wood Door 17.3 0,1020 42 74 R-19 Floor Crawlspace 99.5 0,0370 42 155 R-38 Roof Attic 1,485.0 0.0250 42 1,559 Items shown with an asterisk (`) denote conduction Intiltrationi 1.00 X 1.077 Schedule Air Sensible Fraction through an interior surface X 1,503 X Area another room 9.00 X 0.522 Height ACH Page Total / 60 ]I X AT �-i449 = 5,329 TOTAL HOURLY HEAT LOSS FOR ROOM 14,777 EnergyPro 5.1 b EnergySoff User Number. 6518 RunCode: 2013-03-25T12:29:52 ID: 13-005 Page 16 of 20 RESMENTIAL ROOM COOLUM0 LOAD SUMMARY Project Name Date KO Residence 3/25/2013 ROOM IMFORMATION R000n Larne Zone 1 DUtd00P Dry Bulb Temperature 86 OF Floor Area 2,105.0 ft2 Outdoor Wet Bulb Temperature 0 67 F Indoor Dry Bulb Temperature 78 OF Outdoor Daily Ran e: 30 OF Opaque Surfaces Orientation Area U-factor CLTD' Btu/hr R-38 Roof Attic (N) 50.5 X 0.0250 X 37.0 = 47 R-21 Wall (E) 414.5 X 0.0690 X 13.0 = 372 Insulated Metal Door (E) 48.0 X 0.5000 X 13.0 = 312 R-21 Wall (S) 334.0 X 0.0690 X 6.0 = 138 R-21 Wall (N) 356.5 X 0.0690 X 3.0 = 74 Wood Door (N) 21.0 X 0.1020 X 3.0 = 6 R-19 Floor Crawispace 2,105.0 X 0.0370 X 4.0 = 312 R-21 Wall (149 314.8 x 0.0690 X 13.0 = 282 Wood Door (Vl7 138.7 X 0.1020 X 13.0 = 184 Rage Total 1,727 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation area GLF Area GLF Btu/hr Skylight (N) 0.0 X 14.0 ¢ 20.0 X 60.3 = 1,207 Front Windows (E) 45.1 X 3.6 + 105.4 X 10.5 = 1,269 Left Windows (S) 51.0 X 3.6 + 0.0 X 5.3 = 184 Right Windows (N) 0.0 X 3.6 + 7.5 X 3.6 = 27 Window 47.8 X 3.6 ¢ 111.7 X 10.5 = 1,345 X X = X ¢ X - X ¢ X - Page Total 4,032 Internal Gain Btu/hr Occu ants 2.0 Occupants X 230 Btuh/occ. = 460 Equipment 1.0 Dwelling Unit X 1,600 Btu = 1,600 Wiltration: 1.077 X 0.73 X 130.34 X = 823 Air Sensible CFM ELA AT TOTAL HOURLY SERiS BLE XEAT GAN FOA ROOM 8,643 Latent Gain Btu/hr Occupants 2.0 Occupants X Zoo Btuh/occ. = 400 Infiltration: 4,830 0.73 X 130.34 X -0.00042 = -194 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAN FOR ROOM 206 EnemvPro 5.1 by EnemySoft User Number: 6518 Run de: 209-25Y92:29:52 ID: 13-005 Page 17 of 20 0C� AL GLOOM C 000NG LOAD SUMMARY Project Name Date KO Residence 3/25/2013 ROOM INFORMATION DESIGN CONDITIONS Boom fume Zone 2 Outdoor Dry Bulb Temperature 86 °F Floor area 1,503.0 it' Outdoor Wet Bulb Temperature 67 OF Indoor Dry Bulb Ternrature 78 IF I Outdoor Daily Range: 30 OF Opaque Surfaces Orientation area U-Factor CLTD' Btu/hr R-21 Wall (E) 458.5 X 0.0690 X 24.0 = 759 R-21 Wall (S) 308.1 X 0.0690 X 18.0 = 363 R-21 Wall (SE) 380.2 )( 0.0690 X 22.0 = 577 Wood Door (SE) 17.3 X 0.1020 )( 22.0 = 39 R 21 Wall (N) 325.0 X 0.0690 X 11.0 = 247 R-19 Floor Crawlspace 99.5 X 0.0370 X 4.0 = 15 R-38 Roof Attic (N) 1,485.0 X 0.0250 X 55.0 = 2,042 X X = X X - Page Total 4,061 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation area GLF Area GLI= Btu/hr Window (E) 15.0 X 4.4 tr 35.0 X 16.5 = 642' Window (S) 0.0 X 4.4 ¢ 22.6 X 9.4 = 212 Window (SE) 65.0 X 4.4 46.0 X 15.6 = 1,001 Window (N) 0.0 )( 4.4 5.7 X 4.4 = 25 Skylight (N) 0.0 X 18.1 18.0 X 107.7 = 1,938 X tr X - X ¢ X - X tr X - X X - Page Total 3,819 Internal Gain Btu/hr Occupants 4.0 Occupants X 230 Btuh/occ. = 920 Equipment 1.0 Dwelling Unit X 1,200 Btu Infiltration: 1.077 )( 0.73 )( 93.07 X = 588 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 10,588 WenR Gain Btu/hr Occupants 4.0 Occupants X 200 Btuh/occ. = 800 Infiltration: 4,830 0.73 js 93.07 X -0.00042 = -138 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR BOOM 662 EnerczyPro 5.1 by EnerqvSoft User Number.' 6518 RunCode: 2013-03-25r12:29 2 ID: 13-005 Pa a 18 of 20 ENERGY USE AND COST SUMMARY ECON-11 Project Name KO Residence Date 312512013 Rate., Electric Alameda H Fuel Type: Electricity STANDARD PROPOSED MARGIN Energy Peak Energy Reap Energy Peak Use Demand Cost Use Demand Cost Use Demand Cost (kWh) Cz $ kWh k$ kWh kW ($ Jan 147 1 20 170 1 23 -23 0 -2 Fab 102 4 15 114 1 17 -12 3 -1 Mar 80 4 13 88 1 14 -9 2 -1 Apr 115 5 17 88 3 14 26 2 3 May 63 8 11 30 4 8 33 4 3 Jun 207 8 26 64 6 12 143 2 15 Jul 245 8 30 85 6 14 160 1 16 Aug308 9 37 112 8 17 196 1 20 Sep 168 11 22 47 7 10 121 4 12 Oct 81 7 13 30 3 8 51 4 5 Nov 92 2 14 107 1 1 16 -15 0 -2 Dec 146 1 20 164 1 22 -19 0 -2 Year 1,751 11 240 1,098 8 173 653 3 67 C®g 1,409 lbs/yr 884 lbs/yr 525 1 lbs/yr Rate: Gas PG&E P STAMDARD Energy Peak Use Demand Cost therms katu/hr $ Duel Type: Natural Gas PROPOSED MARGIN Energy Use therms Peak Demand kBtu/hr Cost $ Energy Use therms Peak Demand kBtu/hr) Cost ($ Jan 122 99 165 126 94 171 -4 6 -6 Feb 79 86 103 88 82 116 -9 5 -13 Mar 64 84 80 73 80 94 -10 4 -14 Apr 53 74 66 61 71 76 -8 3 -10 Iway 25 62 34 29 58 39 -3 3 -5 Jun 22 30 29 25 43 33 -3 -13 -4 Jul 221 6 29 24 6 32 -2 0 -4 Aug22 6 28 24 6 32 -2 0 -3 Sep 21 8 27 23 15 31 -2 -7 -4 Oct 29 64 39 31 63 43 -3 2 -4 MOH 78 88 100 83 84 108 -5 5 -8 Dec 120 101 162 121 95 164 -1 6 -2 Year 655 101 861 709 95 938 -54 6 -77 COz 7,664 Ibs/ 8,290 Ibs/ -627 IbS/ Annual Totals EneM Demand Cost CosVs ft Virtual Rate Electricity 1,098 kWh 8 M I $ 173 $ 0.05 /s ft $ 0.16 /kWh Natural Gas 1 709 therms 95 kStu/hr I $ 938 $ 0.26 /g tt $ 1.32 /therm Total 1 $ 1,111 I $ 0.31 /sgft Avoided C®z Emissions: -101 Ibs/yr 6.1 by EnergySoft User Number: 6518 RunCode: 2013-03-25T12:29:5 10: 13-005 Page 19 of 20 UTILITY MEM ITI1VE WOO RKSHEE ' UTIL-11 ra Project Name Date KO Residence 3/25/2013 ="o �a�I�I�D�aL T®�! IERIERCi� �SC� Ct��u/ta �4= P ' • PERCENT BELOW TITLE 24 % Better than ENERGY COMPONENT S4andaPd PI o ostrd Margin Space Heating 16.97 18.06 -1.09 Mar In Standard Title 24' Space Cooling 6.75 1.93 4.82 3.44 / 38.82 Heat Rejection 0.00 0.00 0.00 Coolin Standard Indoor Fans 4.15 3,29 0.86 5.69 / 10.90 52.2 Domestic Hot Water 10.95 12.11 -1.16LIncentivelity Yes No Pumps 0.00 0.00 0.00ncentive (>=15%) ❑ m ncentive (>=30%) ❑TOTALS: 38.82.3.44or Area = 3,608.0 ft= ooms = 4 ='o AWI&EAMNUAL SITE ENERGY USE Average 2pm - 5pm Standard Proposed Mar in Single Orientation Peak Demand kW 5,7 2.8 2.s Proposed Margin ENERGYCOMPONENTStandard Electricity Natural Gas Electricity Natural Gas Electricity Natural Gas lcWh therms kWh therms aWh therms Space Heating 0.00 388.74 0.00 414.00 0.00 -25.26 Space Cooling 827.79 0.00 218.83 0.00 608.96 0.00 Heat Rejection 0.00 0.00 0.00 0.00 0.00 0.00 Indoor Fans 923.11 0.00 879.51 0.00 43.60 0.00 Domestic Hot Water 0.00 266.27 0.00 294.56 0.00 -28.29 Pumps 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL2Sp:� 1,7p^ryp520.90 708.56 652.57 -53.55 ,�-� :�. ... p P®T1611GTIFSIL ®WYVLS� IVZ'1CLSIICITItl 25.�0a1/� �p�a2p a6'5 LS VF'aL�141� }ap p p1,098.p3y4 LATIOM Potential incentives indicated % Better than Title-24° Incentive Savings on this report are available from step 2) Electricity (kWh) J n/a Hate from Ste 3 n/a X n/a Subtotal only through the California Advanced Homes Program for /kw kWh new construction and are Electricity (kW) n/a1� nia x NOT GUARANTEED. Projects $�kw kw must meet all other program to Natural Gas n/a1� n/a x requirements qualify. Potential incentives are $/therm them, subject to program limitations Base Incentive !Pacific Gas and Energy Star Incentive n/a x 10% Elociteric Company Green Home Incentive nia x 10% t SOUTHERN GLIPORNIA EM S O Compact Home Incentive n/a x 15% An EDISON INTERNIAVONAL' Con"nny Photovoltaic Incentive nia x DC Rating kW a Sempra Energy uriiry' NSHP = n/a x aj�jj ma Total = n/a tti�! VU UciSd rdmes', WSempra Energy mimy '% Better than in this a nation is limited to 45% ' b Ene Soft User Number.- 6518 RunCode: 2043-03-25T92:29:52 1D: 13.005 Page 20 of 20