Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
13020150
CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 20846 DUNBAR DR CONTRACTOR: SUEIANE HAAs PERMIT NO: 13020150 OWNER'S NAME: SUEIANE HAN 20846 DUNBAR DR DATE ISSUED: 05(21(2013 OWNER'S PHONE: 4085680616 CUPERTINO, CA 95014 PHONE NO: JOB DESCRIPTION: RESIDENTIAL ❑ COMMERCIALE] ❑ LICENSED CONTRACTOR'S DECLARATION License Class Lic, # NEW 2 STORY HOME: IST FLR 2493SF, 2ND FLR 1292SF, TTACHED GARAGE 489SF, PORCH AREA 600SF FOR A Contractor pate OTAL OF 4763SF OF NEW CONSTRUCTION I hereby affirm that I am licensed under the provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business & Professio �w IU"4�VIS W NPO j;w)C�°XW-1!881) iT .•lIS7xo;t� Code and that my license is in full force and effect. I hereby affirm under penalty of perjury one of the following two de a ons: I have and will maintain a certificate of consent to self -insure for Worke Compensation, as provided for by Section 3700 of the Labor Code, for,Aap Sq. Ft Floor Area: Valuation: $586000 performance of the work for which this permit is issued. `� I have and will maintain Worker's Compensation Insurance, as pro or by Section 3700 of the Labor Code, for the performance of the work ich this APN Number: 32630145.00 Occupancy Type: permit is issued. APPLICANT CERTIFICATION I certify that I have read this application and state that the above information is PERMIT EXPIRES IF WORK IS NOT STARTED correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter WITHIN 80 DAYS OF PERMIT ISSUANCE OR WI= upon the above mentioned property for inspection purposes. (We) agree to save 1810 F M LAST CALLED ISP CTION. indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the 72y/ granting of this permit. Additionally, the applicant understands and will comply Issued by: Date: with all non -point source regulations per the Cupertino Municipal Code, Section 9.18, RE -ROOFS: Signature Date All roofs shall be inspected prior to any roofing material being installed. If roof is installed without first obtaining an inspection, I agree to remove all new materials for inspection. OWNER -BUILDER DECLARATION Signature of Applicant: pate: 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 BAZARDOUS MATERIALS DISCLOSURE construct the project (Sec.7044, Business & Professions Code). I have read the hazardous materials requirements under Chapter 6.95 of the California Health & Safety Code, Sections 25505, 25533, and 25534. I will I hereby affirm under penalty of perjury one of the following three maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the declarations: Health & Safety Code, Section 25532(a) should I store or handle hazardous I have and will maintain a Certificate of Consent to self -insure for Worker's material. Additionally, should I use equipment or devices which emit -hazardous Compensation, as provided for by Section 3700 of the Labor Code, for the air contaminants as defined by the Bay Area Air Quality Management District I performance of the work for which this permit is issued. will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and I have and will maintain Worker's Compensation Insurance, as provided for by the Health & Safety Code, Sections 25505, 25533, and 25534. Section 3700 of the Labor Code, for the performance of the work for which this�-— permit i5 issued. . i =of 12au—tirorizcd1agetrt. ate: / Z�— 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 AGENCX 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. Si LTJ CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 20846 DUNBAR DR CONTRACTOR: SUEJANE HAN PERMIT NO: 13020150 OWNER'S NAME: SUEJANE HAN 20846 DUNBAR DR DATE ISSUED: 0512112013 OWNER'S PHONE: 4085680616 CUPERTINO, CA 95014 PHONE NO: ... JOB DESCRIPTION: RESIDENTIAL 0 COMMERCIAL ❑ LICENSED CONTRACTOR'S DECLARATION License Class Lie. 4 NEW 2 STORY HOME: 1ST FLR 2493SF, 2ND FLR 1292SF, ATTACHED GARAGE 489SF, PORCH AREA 600SF FOR A Contractor Date TOTAL OF 4763SF OF NEW CONSTRUCTION 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 370 of the Labor Code, for the Sq. Ft Floor Arca: Valuation: $586000 performance of the work for which this permit is issued. 1 have and will maintain Worker's Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this APN Plumber: 32630145.00 Occupancy Type: permit is issued. APPLICANT CERTIFICATION 1 certify that I have read this application and state that the above information is PERMIT EXPIRES IF WORK IS NOT STARTED correct. I agree to comply with all city and county ordinances and state laws relating T�IlN 180 DA ' ERMIT ISSUANCE OR to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save DA ST CALLED INSPECTION. indemnify and keep harmless the City of Cupertino against liabilities, judgments, ;ed costs, and expenses which may accrue against said City in consequence of the f 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. RE -ROOFS: Signature Date All roofs shall be inspected prior to any roofing material being installed. If a roof is installed without first obtaining an inspection, I agree to remove all new materials for inspection. 9. OWNER -BUILDER DECLARATION Signature of Applicant: Date: I hereby affirm that I am exempt from the Contractor's License Lawfor one of the following two reasons: ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec.7044, Business & Professions Code) 1, as owner of the property, am exclusively contracting with licensed contractors to HAZARDOUS MATERIALS DISCLOSURE construct the project (Sec.7044, Business & Professions Code). I have read the hazardous materials requirements under Chapter 6.95 of the California Health & Safety Code, Sections 25505, 25533, and 25534. 1 will I hereby affirm under penalty of perjury one of the following three maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the declarations: Health & Safety Code, Section 25532(x) should I store or handle hazardous I have and will maintain a.CcrtiFicate of Consent to self -insure for Worker's material. Additionally, should I use equipment or devices which emit hazardous Compensation, as provided for by Section 3700 of the Labor Code, for the air contaminants as defined by the Bay Area Air Quality Management District I performance of the work for which this permit is issued, will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and have and will maintain Worker's Compensation Insurance, as provided for by the Health & Safety Code, Sections 25505, 2553 , and 25534. Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Owner or authorized agenl: at I certify that in the performance of the work for which this permit is issued, l shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. If, after making this certificate of exemption, I CONSTRUCTION LENDING AGENCY become subject to the Worker's Compensation provisions of the Labor Code, I must 1 hereby affirm that there is a construction lending agcney 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 construetion, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save ARCHITECT'S DECLARATION indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the 1 understand my plans shall be used as public records. granting of this permit- Additionally, the applicant understands and will comply with all non -point source regulations per the Cupertino Municipal Code, Section Licensed Professional 9.18. r Signature Date ` I Lei CONSTRUCTION PERMIT APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 CUPERTINO (408) 777-3228 • FAX (408) 777-3333 • building{a,culaertino.org ❑ NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION I TI ❑ REVISION 1 DEFERRED ORIGINAL PERMIT 0 I � T• S r , APN ii f Yild>j7E O,,iIRA3s3 7--, - E-MAIL STREET ADDRESS CITY, STATE, ZIP FAX CONTACT NAME PHONE E-MAIL STREET ADDRESS CITY, STATE, ZIP —7 FAX ❑ OWNER ❑ OWNER -BUILDER ❑ OWNERAGENT ❑ CONTRACTOR ❑ CONTRACTORAGENr ❑ ARCHITECT ❑ ENGINEER ❑ DEVELOPER ❑ TENANT TRA9, MA.—Lam _ LICENSE NUMBER LICENSE TYPE BUS. LIC If 0E� COMPANY NAME E-MAIL FAX STREET ADDRESS CrrY, STATE, ZIP PHONE ARCHITECT/ENGINEER NAME LICENSENUMBER BUS. LIC # COMPANY NAME &MAIL FAX STREET ADDRESS CITY, STATE, ZIP PHONE 'A fit DF.' tI- O OF, (RK .. EXISTING USE PROPOSED USE CONSTR. TYPE #STORES USE TYPE OCC, SQ.FT. VALUATION($ EXISTG NEW FLOOR DEMO TOTAL AREA AREA AREA NET AREA BATHROOM KrrCNEN OTHER REMODEL AREA REMODEL AREA REMODEL AREA PORCH AREA DECK AREA TOTAL DECKIPORCH ARE GARAGE AREA: DETACH E] ATTACH I # DWELLING UNrrS: ISA SECOND UNIT ❑ YES SECOND STORY YES DEINGADDED? []NO ADDITION? [3NO IF YES, PROVIDE COPY OG IS AN RECIVEU 't"E3 PRANPPLICAPLOH ❑NDS APPROVALTIER HIEEOLDG RHO E? ONE By my signature below, I certify to each of the following: 1 am the property owner or authorized gen o act on the property owner's behalf. I have read this application and the information I have provided is correct. I have read the Description of Work and v fy it is accurate. I agree to comply with all applicable local ordinances and state laws relating to buildin construction. I a th0rize representatives of Cuperti Q;rirtr E e above ide tified property for inspection purposes. t 5[ 'iatti t'p�A�pll a tl e l , 4 i< SUPPLEMENTAL INFORMA ON REQUIRED LANCRECKTYPE ROUTINGSLIP ❑ OVER -THE COUIiTER ❑ BUILDING.] LAN 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 ❑ PLANNING PLAN REVIEW _ Commercial Bldgs: Provide a completed Hazardous Materials Diselosure 1:1STANDARD ElRS formPUBLICWORif any Hazardous Materials are being used as part of this project. ❑ LARGE ❑ FIRE DEPT _ Copy of Planning Approval Letter or Meeting with Planning prior to 1-1MAJORElSANITARY SEWER DISTRICT submittal of Building Permit application. ❑ ENViRONMENTAL HEALTH BIdgApp_201 Ldoc revised 06/21/11 2z 12( C UPERTINO L2J NEW CONSTRUCTION CONSTRUCTION PERMIT APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION ('VO 10300 TORRE AVENUE • CUPERTINO, CA 85014-3255 !O (408) 777-3228 • FAX (408) 777-3333 • building(dcuoertino.org ❑ ADDITION ❑ ALTERATION I TI ❑ REVISION I DEFERRED ORIGINAL PERMIT # PROHiGTAD➢AESS�� �r' JJ ATN# L� LJ L�• � c OWNER NAME A n,f PHONE IAE-MAIL + fi�rr'' ol r o �(fL STREET ADDRESS CI STATE, ZIP/ FAX ' - Ili i CONTACT NAME J i l - n n ,` PH6— E•MAILNVW5) dah IVB is(+G �YG G mal �[ai7'1 STREET ADD S CITY, STATE, ZIP cit-. a FAX va "Vej 217 4v� ❑ OWNER ❑ OWNER -BUILDER ❑ OWNERAGENT ❑ CONTRACTOR ❑ CONIRACTORAGENr VARciiaECr ❑ ENGINEER ❑ DEVELOPER ❑ TENANT CONTRACTORNAME UCENSENUMBERLICENSE at- TYPE Bus. LIC# COMPANY NAME E-MAIL FAX STREETAD➢RESS CITY, STATE, ZIP PHONE ARCHITE !ENGINEER NAME LICENSE NUMBER a,o BUS, LIC # COMPANY NAME E-MAIL FAX STREET ADDRESS CITY, STATE, ZIP PHONE DESCRIPTION OF WORK • r ^ ` �1 , L-A A G Yvu+ EXISTING USE PROPOSEDUSE CONSTR.TYPE #STORIES USE TYPE OCC. SQ.Fr, VALUATION (S) EXISTO AREA NEW FLOOR AREA 2 DEMO AREA TOTAL NET 2� I v. �1/O: it `'i1. %1 t� ��tQD0 BATHROOM REMODEL AREA KITCHENELODE REMODEL AREA OTHER REMODELAREA 4,00 � PORJ(CHAREA DECK AREA TOTAL//DECKIPORCHAREA GARAGEAREA: DETACH LID t. "V 1!. WTTACH j L 010 0DWELLING UNrrS: IS A SECOND UNIT E] YES SECONDSTO Y L] YES BEINGADDED? 9M tf ADDITION? []NOO � IQ PRE -APPLICATION YES IF YES, PROVIDE COPY OF PLANNING APDL 9 ❑ NO PLANNING APPROVAL LETTER Is THE BLDG AN ❑YES By, EIC HLER HOME? fro TOTAL V llJJATION: 6 Q (� v By my signature below, I certify to each of the following: I am the property owner or authorize ro elty owner's behalf. 1 have read this application and the information I have provided is correct. I have read the Description of Work and verify it is accura e. to comply with all applicable local ordinances and state laws relating to building construction, I au prize representatives of Cupertino to enter the above -identified property for inspection purposes. SignatureofApplicant/Agent: Date: Q �_2 7 acz) /7 SUPPLEMENTAL INFORM IOM REQUIRED PF AN CHECKTYPE ROUTING SLIP OVER.THE-COUNTER BUILDING 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 YOPLANNING PLAN REVIEW Commercial Bldgs: Provide a completed Hazardous Materials Disclosure STANDARD PUBLIC WORKS _ form if any Hazardous Materials are being used as part of this project. ❑ LARGE �FIREDEPT _ Copy of Planning Approval Letter or Meeting with Planning prior to ❑ submittal of Building Permit application. MAJOR � SANITARY SEWER DISTRICT ❑ >;NVIRONhn:NTAL HEALTH BldgApp 201 Ldoc revised 06121111 CITY OF CUPERTINO FEE ESTIMATOR - BUILDING DIVISION :MIADDRESS: 20846 DUNBAR DR DATE: 0212712013 REVIEWED BY: MELISSA N: 326 30 145 BP#: "VALUATION: 1$586,000 *PERMIT TYPE: Building Permit PLAN CHECK TYPE: New Construction PRIMARY SFD or Duplex 2nd Unit? 0 Yes No PENTAMATION 7R3SFDW USE: PERMIT TYPE: 1 WORK I NEW 2 STORY HOME: IST FLR 2493SF 2ND FLR 1292SF ATTACHED GARAGE 489SF PORCH SCOPE AREA 600SF FOR A TOTAL OF 4763SF OF NEW CONSTRUCTION OCCUPANCY TYPE: TYPE OF CONSTR. FLR AREA s.f. PC FEES PC FEE ID BP FEES BP FEE ID R-3 (Custom) II-B,(II-6,IV,V--B 4,763 $3,101.52 1R3PLNCK $3,698.28 -IR3INSP Permit Fee: $3,698.28 Suppl. Insp. Fee -0 Reg. 0 OT O,OTrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 % l� Construction Tax: 1BCC)NST�4XR 1 # new units $ 9 Administrative Fee: 0 0 Work Without Permit? 0 Yes 0 No $0,00 Advanced Planing Fee: 1PLL01VGR TOTALS: 4,763 $3,101.52 $3,698.28 $58.60 NOTE: This estimate does not include fees due to other Departments (4a Planning, Public Works, Fire, Sanitary Sewer District, School ))iclrirL atr.1_ Thpcp fpoc arp ha.cod an tho nrolitnina" infarniatinn availahle and ora nnly an gctimato. ('nntnct rho 1)enl for addn'I info_ FEE ITEMS (Fee Resolution 11-053 E . 7111121 .mean. Pea,, Check Plumb. Plum Check- Elec. Plan Check Nfech. Permit Fee: F1,11, Permil Fee: I:lee. Penury Fee, Other Afech. Insp, 01her Plumb Inst). 01her Elm. Insp. LJ {tech. Insp. Tee: Numb. lusp. Fee: Elec. Insp. Fere: NOTE: This estimate does not include fees due to other Departments (4a Planning, Public Works, Fire, Sanitary Sewer District, School ))iclrirL atr.1_ Thpcp fpoc arp ha.cod an tho nrolitnina" infarniatinn availahle and ora nnly an gctimato. ('nntnct rho 1)enl for addn'I info_ FEE ITEMS (Fee Resolution 11-053 E . 7111121 FEE QTY/FEE MISC ITEMS Plan Check Fee: $3,101.52 Select a Misc Bldg/Structure or Element of a Building Suppl. PC Fee: (F)Reg. OT Q,0 firs $0.00 PME Plan Check: $0.00 Permit Fee: $3,698.28 Suppl. Insp. Fee -0 Reg. 0 OT O,OTrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 % l� Construction Tax: 1BCC)NST�4XR 1 # new units $ 9 Administrative Fee: 0 0 Work Without Permit? 0 Yes 0 No $0,00 Advanced Planing Fee: 1PLL01VGR $619.19 Select a Non -Residential Q Building or -Structure . 0 J Travel Doeuinenlalion Fees: Strong Motion Fee: 1ESF1SIvffCR $58.60 Select an Administrative Item Bldg Stds Commission Fee: IBCBSC $24.00 SUBTOTALS: $8,130.88 $0.00 TOTALFEE: $8,130.88 Revised: 0110112013 CUPERTINO CONTRACTOR 1 SUBCONTRACTOR LIST Building Department City Of Cupertino 10300 Torre Avenue Cupertino, CA 95014-3255 Telephone. 408-777-3228 Fax: 408-777-3333 JOB ADDRESS: p Dr. PERMIT # OWNER'S NAME: PHONE # d — " — 0 GENERAL CONTRACTOR: l BUSINESS LICENSE # ADDRESS: j gR- �- ITY/ZIPCODE: *Our municipal code requires all businesses working iii the city to have a City of Cupertino business license. NO BUILDING FINAL OR FINAL OCCUPANCY INSPECTION(S) WILL BE SCHEDULED UNTIL THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS HAVE OBTAINED A CITY OF CUPERTINO BUSINESS LICENSE. I am not using any subcontractors: Signature Date Please check applicable subcontractors and complete the following information: ✓ SUBCONTRACTOR BUSINESS NAME BUSINESS LICENSE # Cabinets & Millwork Cement Finishing Electrical Excavation Fencing Flooring / Carpeting Linoleum / Wood Glass / Glazing Heating Insulation Landscaping Lathing Masonry Painting / Wallpaper Paving Plastering Plumbing Roofing Septic Tank Sheet Metal Sheet Rock Tile �=21r�jcJ Owner 1 ontractor Signature Date 9 Building Department City Of Cupertino 10300 Torre Avenue Cupertino, CA 95014-3255 Telephone: 408-777-3228 C U PERTI NO Fax: 408-777-3333 i -CONI TI CTOR / SUBCONTRACTOR LIST 4 JOB ADDRESS: -c>&" �Ca�Y - PERMIT # OWNER'S NAME: 2 PHONE # GF D - - 0 GENERAL CONTRACTOR: BUSINESS LICENSE # ADDRESS: t �j ,,Q �Q ITY/ZIPCODE: `' S-7) *Our municipal code re.gdires;. ginesses workingIn the city to have a City of Cupertino business license. NO BUILDING FINAL VIRPI'NAAtiL OCCUPANCY INSPECTIONS) WILL BE SCHEDULED UNTIL THE GENERAL CONTRACTOR AND MILL SUBCONTRACTORS HAVE OBTAINED A CITY OF CUPERTINO BUSINESS LICENSE. I am not using any subcontractors: Signature Date Please check applicaUlc,�subaantr-actors-and complete the following information: Y 2_ 1-, t Date 91 3 SUBCONTRA ICOR BUSINESS NAME BUSINESS LICENSE # Cabinets & Millwork Cement Finishing1 ' g. 44f-3 v Electrical 5' G1I44 5pa Excavation IV,, Fencing V Floori g,/ Carpetingr �-$ g-6 >Linoleum / Wood Glass / Glazing Heating e -n z0 E-h+£r !`i S 3 3 Insulation�N _ 7 r�i {'1,tia�71'I� Z6 o U l Landscapingh� 3 Lathing Masonry Painting / Wallpaper34-430 Paving af'i r' r a4 r. C - 4,3 o Plastering _ Plumbing Roofing _. _ :. 3 6& 0. 2R- 0 Septic Tank (A Sheet Metal 0 . 6 C) Sheet Rock 29 bo Tile1:5 (IO` ad I 62n 2_ 1-, t Date 91 3 Apr 28 14 10:34a M&S Roofing Co INSTALLATION CER -- Insulation-, Roo Site Address: 2tog��6 Dq FILE(408)9724627 p.1 C._,,'2_0 A4 CF -6R -ENV -01 riN enestration (Page 2 of nforrernent Agency: Permit number: cEf -, l -? n ZC) Des cti tion of R ofina Pooducts CRRC Pmduc W Mara fidurcr Item Product Roof Roof Product In ffilSohr Aged Soar 7hm—a1 Nruimi Infornmtion Brand/Model r a Aea Slope WcWt2 Refeccmnce Refxtance Fmittancc KG —a7 13 eX 2 OP 3 nS . Q� 1. The CRRC Product ID Vitmher can be obtained from the Cool Roof Raring Council's Rated Product Directory at . ww.coolroofs.oreproducts/search.php 2. 774 weight in lbs per square feel of the roofing product being installed 3. Check box Fflhe.lged Reflectance is a calculated value using the equation below, foolnote 4. 4. Ifthe aged reflectance is not available in the Cool Roof Rating Council •s Rated Prodocr Directory then use the initial reflectance value from the direc,ory and use the equation (0,2+0.T( rnu r— 0.2) to obtain a calculated aged salve. 1 flCHECKAPPUC4BLEBOT BELO WIF EXEVFrFRGU THE ROOFING PRODZICT -COOL ROOF• - REQUREYEM: © The roofarea covered by building integrated pbowvnhaic panels and btu-kiing integrated solar thertnal.pawl5 ane cxernpt Porn the above Cool Roof criteria. 13 Roofconstrir-tions that bave thernul mass over the roofinernbrane with a weight ofat least 23 Wfi is exempted fromihe above Cool Roof criteria. To apply Liquid FieldApplied Caatings, the coating must be applied with a minimum dry mil thickness of 20 mils across the entire roofsurface and meet rninimrunperfbrmancr requiremens listed in 611863 and Table 118-C. Select tl-- applicable coalir ❑ Alutruinarn-Pigrwnted As Raft RoofCoatirrc ❑ Cet mt-Based RoofCoatinz ❑ Oti-Ar ❑ MC -1 LabclAttached io CF -6R INote i no CRRC-1 label is available. this compliance method cannot he used and another method is required to meet compliance). FENIESTRATION/GLAUNG Item Manuecttr.Bnutdratre � GROt1P LIKE ROOUCTS) Product U- factory Product SHGC1 #Total of Panes NFRC Certifwd"'2 Qt>:-ntidy ofLikc Product O tlonal) Area fig Add. Ebderiar ShadingDev. or 0yeThang Corrmr�f Locatio.1spceial Features l 2 3 6 7. 8. 1. Fire values from a fenesrrutiGx produd's,VFRC Csrrifed rubel. ForfeneSLratian pradurrs svi:r_ottt an h'FRI: label, use rho default values from Section ! l6, Teble t 164 and 116-8 ofthe 2008 E'rterV EffieiencyStandarde. 2. A'FRC Label Certiticatessholt not be removed mrtil the building insreewr has vcr$ed the a tcirasv. Enter Yes or,Vo. U § i 16(a)l .- hoots and windows between conditioned and unconditioned spaces designed io limit air leakage. M §116(a)2 and 3. AcPml fenestration prodtrts ioutaik:3 are equivalent: to or have a biwr U -factor arKVor a bwer SHGC (mi that speci3rd on tte Ccrtilic= ofCorriplsavec(Form CF- IR). ❑ §l 16(apl:Fenestration products (except Wd-Eibricated windows) have a label listing the certified 11 Facto , certified Solar Beat Crain Coefficient (SNGC), and irrEhration that mets the regnir r nts of§14. I I1(a) ❑ §117: F-wrior doors and windows weather-stripped; all joints and Vertu lbns caulked and sealed. 2008 Residential Compliance Forms August 2009 Apr 281410:34a M&S Roofing Co. (408)972-4627 p.2 INSTALLATION CERTMCATE CF -6R -ENV -01 Envelope — Insulation; ]Ro ; Fenestration (Page 3 of 3) Site Address: Enforeernent Agency: 7er t Number. DECLARATION STATEMENT + I certify, under penalty ofperjtsy, underilm laws oflhe State offal fbmb, the R&Drmatxin provided on this farm is true and eorred. • I am eiig5k under Divsbn 3 ofthe Business and Profissions Code to accepE responsibility for consiruction, or an authorized representmive ofibe person reaponsibh for consouction (tesportsibb person). ■ I certify that the ingalkd feabrres, nntcrols, components, or manufactured devices identified on this ccrtifiCate (the installation) confomts to all applicable codes and rcSalationr, and the installation is consistent wdh the plaits and speeificadom approved by the enfotrernent agency_ • I reviewed a copy ofthe Certificate ofCompliame (CF -IR) form approved by the enforcen=t,agency that identifies the specific requuemcras for the installation I certify that the requirerrens detailed on the CF I R UUE apply to thO instalblion haw beenmat. • I will ensure that a completed, sigmd copy of this lrutallation Certificate shall be patted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all appGeable inspections l uncle rstand that a signed copy of this Installation Certificate is requited to be included with the documentation the builder provides to the building ovmerat occupancy. CompanyNJaanrr:(l�rs=llingQSubcommLioor+orCeeneeralCor=ctororBuilder/O%,ner) Responsible PersorisName: RZ�Qonsible Pe ns signature= CSLB LDate Signed. +&ic Position 'With Company (Title): fL1 awn 2008 Residential Compliance Forms Augusi 2009 fi'VW Ii�ESTALLAI'I®lel CER'I'1�'1CA�� Space Conditioning Syste.n s Healing Eglripment -- Equip n,1Gt AR1 1'ppc (Par-U,91.C! C Certifiui Mfr. Name Itercrence ileal IM, Md Id,-Mical ("CF -1R sA" OFEga,P ja and E4 �7 ;a-� %gena'' EFF -6R C permit 1 beating bleating Load Capacity Duct (alnlhrl Coaling Erquipment n,1Gt Efficiency l,uca ion (AFUE- (attic - attic✓etc.)L. ° etc.) L. era+vl- Id,-Mical ("CF -1R sA" EFF -6R C permit 1 beating bleating Load Capacity Duct (alnlhrl Coaling Erquipment -- GlI1C1T1jRP-snpC0. OFEga,P and E4 of 1' t`erti+ledmi€. Name ; AM RO'CrOcc C11rFC (YaluC1° �f�• um 3 turd ModvlNumher ltitlsrtbzr' 5dt'1 fC rn r 11 Cowling I Cooling Duct Load Capacity I. Ip projec! is uetr• construcrion, see Footnotes to S7andards Table 151-B and Table 151-Cfor duct ceiling alter-narke compliance. 2. ARl Reference Number can he faiundhy,enttringthe equipment made! tuuuherpl blip.llunrsr.aridirectorv.orglari/ac.php# 3. Listed effl enev on this lenge nnist he greater than or equal (-�: ) to the value shmvn on 11te CF-IRform. d. When CF -IR is referenre- it is also applicable to the CF -IR, CF -IR -AA or CF -I R -ALT AiL BOXES MUST BE CHECKED TO BE A VALID FORM EIAI 10-§ 113: HVAC equipment is certified by the Calirornia Energy Commission. D 4-150(h): Heating andlor cooling* loadelculated in accordance will, ASHRAE, SMACKA, or RCCA. �• 50(i): Setback Thermostat on all applicable beating and/or cooling systems meet the requirements of §1 12(c). LJ § 1.500)2: Pipe insulation ror cooling system refrigerant suction, chilled water and brine lines meets minimum requirements oMble t 50-B and includes u vapor retardant or is enclosW entirely in conditioned space. 2008 Residential Compliance Forms August2009 CAL%W 143 PEM*y, 20140327800 RA2 20140314 011101 Env 14,38815 of 14 Ajiffiem.,D- BlueCross For more information. If you have questions about your HIPAA rights, you may contact your state insurance department or the U.S. Department o abor, Employee Benefits Security Administration (EBSA) toll-free at 1-866-444-3272 (for free HIPAA pl cations - ask for publications concerning changes in health care Iaws). You may also contact the CMS publicatin iodine at 1-800-633-4227 (ask for "Protecting Your Health Insurince Coverage"). These publications and to er usefuI information are also available on the Internet at: http://www.dol.gov/ebsa, the DOL's in ractive web pages - Health Elaws, or http://www.cros.hbs.gov/hipaal. Special information for former Anthe i lue Cross members. In the event your coverage was terminated due to non-payment of premiums to Anthem ue Cross by your group, your group health plan administrator was obligated to give you advance notice o e termination of your coverage. if you did not receive such notification from your group administrator, please c ontact Anthem Blue Cross at the telephone number listed on your member ID card. Anthem Blue Cros,9 is the trade Mame orplue Cross orCalifomia, Anthem Blue Cross a,id Anthem Blue Cross Life and HeaM Insurance Company are independent licensees of the Blue Cross Association. O ANTHEM is a registered trademark. (1 The Blue Cross name and symbol are registered marks of the Blue Cross Assooiatiom INSTALLATION CERTIFICATE CF-M-M]ECH-04 Space Conditioning S stems, Ducts and Fans (Page 2 of 2 Site Address: Enforcement Agency: Permit Number. U,fq4 DUelnD Ducts and Fans tS%in). DuctQ.rtd Fasts l . All air -distribution system ducts and plenums installed, scaled 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 tniniuwtn 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 UI, 181, Ul, 181 A, or UL ]SIB or aerosol Sealant that meelS the requirements of LTL 723. If mastic or tape is used to seal openings greater than 114 incl[, [tie coo Wrialion of mastic and eithar mesh or tape shall be used; and r t I . Building cavities, support platforms for air handler, and plenums deFned or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used lbr conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause iductions in the cross-sectional arca of the ducts. 3D. Joints and sevens of duct systems and their components shall not be sealed with cloth back rubber adhesive duct apes unless such tape is used in combination with mastic and draw }rands. ff�Exhaust fun systems have hack draft or automatic dampers. ravity ventilating systems serving conditioned span; have either automatic or readily accessible, [manually opepti;d dampers. 0 9. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected its above or painted with a coating that is wa[ef retardant and provides shielding from solar radiation that can cause degradation of the material. 0—'] 0. Flexible duets cannot have porous inner cores. DECLARATION STATEMENT e 1 certify under penalty ofpedury, under Elie laws of the State ofCalifornia. the inrormation provided on tliis form is true and coneet. • 1 am eligible under Division 3 ot'llty Business and Professions Code to accept responsibility for construction. or an authorized representative or lite person rospnnsible for construction (responsible person). • I certify that[ the ittst011W features, inaturials, components, or nwanufactured devices identified on this certificate(the installation) conforms to all applicable codes and regulations, and the installation is consistent with the plaus and specifications approved by the enforcement agency. n I raviewed a cop)' of the Certificate of Compliance (CF -1 R) form approved by the enforcement agenty- that identities the specific requirements for the instnllation. i certif , that the requirements detailed on the CF -I R that apply to the instaallation have been met. ® I +rill ensure that a compta:ted„signed copy of this Installation Certificate shall be hosted, or made available with the building permits) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Installation Certificate is required to he included frith the documentation the WAIder provitles to the buildiu- Wner at occupancy. Company Name:(InsiallineSubcontractor orGeneral Contractor orBuilderrOwner) Responsible Person's `ame: R sporgible Person's Signature: CSLB License: Date Signal: ition R'itit Company f l isle): 2008 ResWentral Compfimice Forms .August 2009 Anihem.0 Health. Join In. "u"c' s Stay Covere If you've just lost Anthem Blue Cross it's easy to switch to one of our Indiv • A range of deductibles. • One of the largest networks in C 501000 PPO doctors and nearly, • Nationwide access to more than 90% of hospitals through the BIL • Preventive care benefits. • Prescription drug coverage. Short-term options to fill gaps i • Dental and term life -insurance CALVAAM KERN.�..,00 201403278J7A2 20140314011101 Env [4,398] 7 of 14 coverage, plans and get: nia with more than i hospitals throughout the state. % of doctors and ard° program*. )vera ge. so avail If you apply within 31 days from tho date your group coverage ended, you may be eligible for credit tow rd your waiting period for past or present health conditions. So now's the time to ask about our Individual plans. please note: Acceptance is not guaranteed, and you will need to complete an application. *Blue Gross and Mile Shield Association data, bcbs.com, 2009. Cal 1 800-592-3723 Visit anthem.com/staycoveredCA Event ID F047 Anthem Bine Cross is ilia hada name n1 Blue Cmss of California. Independent 11censee of the slue Cross Ass0danon. (1,AnIhem Is a rag)slered Ira demark of An)hem Insurence Companles, Inc. The Blue Cross names and symbols are registered marks of the Blue CrossAssodaU on. 13304CAMENABC 7/10 P1VLVy,�ei INSTALLATION CERTIFICATE CF-6R-MECH-01 Domestic Hot Water (DHW) (Pa e 1 oft Site Address: Enforcement Agency: Permit Number: 1. WATER HF.ATINV SYSTFMS: Heater Type CEC Cenified Mfr Name & Model Number Distribution Type (Std, Pains -of- Use, etc) If Recirculation, Control Type 9 of Identical Systems Rated Input (kW eT Btu/itr)�(gallons) Tank Volume Efficiency (EF, RE)t Standby Loss aa5 A C7 Slnr' -� C T� 5 -rtM � -7S'1� f %q- g0 "OH Note 1: For sntall gas storage (rated inpul less than or equal to 75,000 Btulhr), electric resistance and heat pump water healers, list Energy Factor (EF). for large gas storage water treaters (rated input ojgrealer than 75,000 BlOir), list Recovery Efficiency (RE), Thermal Efficiency, Siandbv Loss and Rated Input. For instantaneous gas water healers, list the Therinal Efficiency and Rated Input. 2. Mandatory Measures TO COMPLY - ALL BOXES MUST BE CHECKED ❑ § 1 10-§ 113: Water heaters, showerhead and faucets are certified by the California Energy Commission. } i 50(j): Water System Pipe and Tank Insulation. And Coo[ing Line Insulation 1. Storage lank insulation 21 A. Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are Zj externally wrapped with insulation having an installed thermal resistance of R-12 or greater; and B. Unfired storage tanks or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indieated on the exterior of the tank. 2. Water piping and cooling system fine insulation thickness and conductivity .� 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 150-13; and Pipe insulation f'or steam hydronic heating systems or hot water systems > 15 psi, meets the requirements of Standards Table 123-A. Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenanee, and wind. 15](08D: if indicated on the CF -I R, all hot water piping that runs from the hot water source to the kitchen fixtures is insulated per Standards Tsble 150-13, 2008 2008 Residential Compliance Forms Augus12009 Z- INSTALLATION CERTIFICATE CF-6R-MECH-0I Domestic Hot Water (DHW) ((Page 2 oft Site Address: Enforcement Agency; Permit Number: 3. Central Water Heating in Buildings with Multiple Dwelling Units (required for prescriptive) TO COMPLY - ALL BOXES MUST BE CHECKED ❑ All hot water piping in main circulating loop is insulated to requirements of §1500) ❑ Central hot water systems serving six or fewer dwelling units which have (1) less than 25' of distribution piping outdoors; (2) zero distribution piping underground; (3) no recirculation pump; and (4) insulation on distribution piping that meets the requirements of Section 1500) ❑ Central hot water systems serving more than 6 dwelling units - presence of either a time control or a time/temperature control DECLARATION STATEMENT • I certify under penalty ofperjury, under the laws of the State of California, the information provided on this form is true and correct. • 1 am eligible under Division 3 of [lie Business and Professions Code to accept responsibility for construction, or an authorized representative of the person responsible for construction (responsible person). • 1 certify that the installed features, materials, components, or manufactured devices identified on this certificate (the installation) conforms to all applicable codes and regulations, and the installation is consistent with the plans and specifications approved by the enforcement ageuey. • l reviewed a copy of the Certificat>> of Compliance (CF -1 R) form approved by the enforcement agency that identifies the specific requirements for [lie installation. 1 certify that the requirements detailed on the CF- IR that apply to the installation have been met. • 1 will ensure that a completed, signed copy of this Installation Certificate shall be posted, or made available with the building permit(s) issued for the building, and made .mailable to the enforcement agency for all applicable inspections. I understand that a signed copy of this Installation Certificate is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) ASTr o re7e WC- Zel Responsible Person's Name: Responsible Person's Signature: CSLB License: Date Sig ed: Position With Company (Title): fi r 7 C6 8 v cCJI 2008 Residential Compliance Forms August 2009 INSTALLATION CERTIFICATE CF -6R -LTG -01 Residential Lighting (Page I of 3 Site Address: lo84-Ja D a4i kr D r Cvf arEnforcement Agency: Permit Numhe 1. Kitchen -Lighting Does project include kitchen lighting? ® Yes, Complete section 1 ❑ No, go on to section 2 131 Yes §1 50(k)3: The wattage of permaricntly installed luminaires (lighting fixtures) has been determined asspecified by §130(d). ❑ Yes II No §1 50(k)3: In the kitchen, are there electrical boxes finished with a blank cover or where no electrical equipment has been installed, and where the electrical box can be used for a iuminairc or a surface mounted ceiling fan? If ycs, the following row must also be es: ❑ Yes M NA Wattage has been calculated as 190 watts of low efficacy lighting er blank electrical box. §150(k)8 Kitchen Lighting must comply with either method (a), (b), or (c) below: (a) All high efficacy luminaires W Yes complies because only high efficacy luminaires have been installed in the kitchen. ❑ No complies with method or (c). (b) >_ 50% watts used by high efficacy luminaires LK Yes, complies because at least 50% of the installed watts are from permanently installed high efficacy luminaires as demonstrated in the table below: Total A? Total B. ❑ No, complies with method (a) or (c). Fill out the following table if complying with either method (b) or (c). Table (b) (c) Additional Kitchen Low Effieacy Lighting 12 Yes, complies because the kitchen lighting qualifies for additional low efficacy lighting and as demonstrated in table in (b) (above) and the table in (c) (below) that ( A+ C )? B ❑ No, complies with method (a) or (b). Additional kitchen low efficacy lighting is available only if all of the following are true: ❑ Yes. All low efficacy luminaires in the kitchen are controlled by a vacancy sensor Dimmer energy management control system (EMCS) or a multi -scene programmable control system. JA Yes. Permanently installed luminaires in garages laundry rooms closets greater than 70 square feet and utility rooms are high efficacy luminaires AND are controlled by a vacancy sensor. Table (c) Use 50 W for dwelling units15 2,500 f From the Table in 6 Use 100 W for dwelling units > 2,500 fly Add Yes/No ? A B C A+C Is (A+Q >B? 2. Lighting Internal to Cabinets Does ro'ect includes'li4hting, intemal to cabinets? ❑ Yes. comnlete section 2 M No. no on to section 3 I ❑ Yes_ 6150tk19: Pennanentiv installed liQhtint, internal to cabinets uses 5 20 watts ofnowcr nor linear foot of illuminated cabinet. I 2008 Residential Compliance Forms I August 2009 Efficacy i umirtaire Type High Low Waits x Quarai!y High Effleacv Watts or Low Efficacy Watts (k"c RL ❑ Z g x p = 6 t) or ❑ ❑ x — or Q 11 x = of ❑ Q x = or ° x = or Complies with method (b) if A >_ B Total: A: U ? B: WNW— (c) Additional Kitchen Low Effieacy Lighting 12 Yes, complies because the kitchen lighting qualifies for additional low efficacy lighting and as demonstrated in table in (b) (above) and the table in (c) (below) that ( A+ C )? B ❑ No, complies with method (a) or (b). Additional kitchen low efficacy lighting is available only if all of the following are true: ❑ Yes. All low efficacy luminaires in the kitchen are controlled by a vacancy sensor Dimmer energy management control system (EMCS) or a multi -scene programmable control system. JA Yes. Permanently installed luminaires in garages laundry rooms closets greater than 70 square feet and utility rooms are high efficacy luminaires AND are controlled by a vacancy sensor. Table (c) Use 50 W for dwelling units15 2,500 f From the Table in 6 Use 100 W for dwelling units > 2,500 fly Add Yes/No ? A B C A+C Is (A+Q >B? 2. Lighting Internal to Cabinets Does ro'ect includes'li4hting, intemal to cabinets? ❑ Yes. comnlete section 2 M No. no on to section 3 I ❑ Yes_ 6150tk19: Pennanentiv installed liQhtint, internal to cabinets uses 5 20 watts ofnowcr nor linear foot of illuminated cabinet. I 2008 Residential Compliance Forms I August 2009 INSTALLATION CERTIFICATE CF -6R -LTG -01 Residential UgWing age 2 of 3 Site Address: Enforcement Agency: Permit Number: �-,og4�6 Dm AY( D,r ClvertKo 3. Installed Devices and Components Have Been Certified to the Energy Commission Does the pro jecl include any of the devices or components listed below? ❑ Yes, complete section 3 FQ No, go on to section 4 ❑ Yes §119 and § 150(k)7(F): Any of the following devices and components which have been installed have been certified to the Energy Conunission according to the applicable provisions or§ 119: All LEU lighting systems that ure classified as high effiency, ballasts used in recessed luminaires, vacancy sensors (automatic ofi7manual on occupant sensors), dimmers, track lighting integral current limiters, and outdoor motion sensors. 4_ Lighting Controls Complete section 4 i3( Yes ❑ NA §150(k)7A: Permanently installed low efficacy luminaires are controlled by switches separate from those controlling high efficacy luminaires. 21 Yes ❑ NA §150(k)7B: Exhaustfans with integral lighting systems are switched separately from lighting systems, OR have a lighting system that can be manually turned on and off while allowing the fan to continue to operate for an extended period of time. 11 Yes ❑ NA §150(k)7C: All permanently installed luminaires are switched with readily accessible controls that permit the luminaires to be manually switched on and off. ® Yes ❑ NA §150(k)7D; All lighting controls have been installed in accordance with the manufacturer's instructions. W Yes ❑ NA §150(k)7E: All lighting circuits that are controlled by more then one 'switch, where a dimmer or vacancy sensor has been installed to comply with § 150(k), no controls bypass the dimmer or vacancy sensor functions. S. Luminaires (Lighting Fixtures) T)nes the nrnievtinclndc the installation ofanv luminaires (indnnror nurdonrl? 14 Yes, complete section 5 ❑ No, go on to section 6 El Yes, high efficacy luminaire classification has been determined according to § I50(k)1, and low efficacy luminaire classification has been determined according to § I50(k)2, ® Yes ❑ NA §150(k)4: Fluorescent lamps rated 13 watts or greater havc m electronic hallasv having an output frequency no less than 20 kHz. ❑ Yes MNA §150(k)5- Permanently installed night lights, and night lights integral to permanently installed luminaires or exhaust fans, contain only high efficacy lamps meeting the minimum cfftedcies contained in Table 150-C and do not contain at line -voltage socket or line voltage lamp holder, OR the night light is rated to consume no more than 5 watts of power and does not contain a medium screw -base socket. ❑ Yes IR NA §150(k)6: Lighting integral to exhaust fans, in mums other than kitchens, meet the applicable requirements of §150(k). ❑ Yes RNA Any electrical box finished with a blank cover or where no electrical equipment has been installed, and where the electrical box can be used for a iuminairc or a surface mounted ceiling fan, has been treated as low cliicacy luminaires for compliance with §I50(k). nnec the nrnfest include anv luminaires that are recessed into insulated ceilings? Yes, complete the rest of section 5 ❑ No, go on to section G Yes, § I50(k)12: Luminaires that are recessed into insulated ceilings meet all of the following conditions: 50 Yes, are listed, as defined in § 101, for zero clearance insulation contact (IC) by UL or other nationally recognized testingtrating laboratory, and 10 Yes, have labels that certify the luminaires aro airtight with air leakage less than 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283 (Exhaust tan housings are not required to be certified airtight), and tiff Yes, are sealed with a gasket or caulk between ]uminaire housings and the ceiling, and all air Irak paths between conditioned and unconditioned spaces have been sealed with a gasket or caulk. (including all exhaust fan housings), and Yes, allows ballast maintenance and replacement to be readily acaasible to building occupants from below lite ceiling without requiring the cutting of holes in the ceiling. 6. Indoor Lighting (any indoor room that is not a kitchen) voes the pLoj ect tnctude ermanentt mstaue¢ tnminatres to any room tnat is not a axenen: ® Yes, complete section 6 ❑ No, go on to section 7 Yes ❑ NA § I50(k)10: Permanently installed luminaires in bathrooms, garages, laundry rooms, closets > 70 W. and utility rooms are high efficacy luminaires OR are controlled by a vacancy sensor. V1 Yes ❑ NA §150(k) l 1: Permanently installed luminaires located in rooms or areas other than in kitchens, ba throoms, garages, laundry rooms, closets, and utility rooms are high efficacy luminaires, OR are controlled by a dimmer Switch OR arc controlled by a vacancy sensor. 2008 Residential Compliance Forins August 2009 INSTALLATION CERTIFICATE CF-6R-LTG0I Residential Lighting (Page 3 of 3 Site Address: Enforcement Agency Permit [Number. '-o Rob DmVx r Dr Cu rf'a<no 7. Outdoor Lighting Does the proiect include any pennariently installed outdoor lighting? 50 Yes, complete section 7 17 No, go on to section 8 ZkYes ❑ NA §150(k)13: Luminaires providing outdoor lighting, including outdoor lighting for private patios on low-rise residential buildings Responsib P n's Signature: with four or more dwelling units, entrances, balconies, and porches, and which are permanently mounted Loa residential Date Signed: building or to other buildings on the same lot are high efficacy luminaires OR are controlled by a manual ontoff switch, plus a —io motion sensor not having an override or bypass switch that disables the motion sensor, plus one of the following three additional control methods: a. A photocontrol that does not have an override or bypass switch that disables the photocontrol; or b. An astronomical time clock not having an override or bypass switch that disables the astronomical time clock; or C. Energy management controls systems (FMCS) not having an override or bypass switch that allows the luminaire to be always on. ❑ Yes IR NA )F;zception 2: Low efficacy outdoor luminaires used to comply with Exception 1 to §150(k)] 3 are controlled by an override switch which temporarily bypasses the motion sensing function, and the motion sensor is automatically reactivated within six hours. 'Cite luminaire is controlled by a photocontrol, astronomical time clock, or FMCS as requited by Exception 1 to §150(k)13. ❑ Yes ® NA Exception 3: There are permanently installed luminaires in or around swimming pools, water features, or other locations subject to Article 680 of the California Electric Code which do not need to be high efficacy luminaires. ❑ Yes CK NA § 150(k)14: Intemally illuminated address signs comply with § 148, OR do not contain a screw -base socket and constune no more than 5 watts ofpower as determined according to §130(d). ❑ Yes 14 NA §150(k)15 Lighting for parking lots and carports with a total of 8 or more vehicles per sire have lighting that complies with §130,132,134, and 147. Lighting for parking garages fur 8 or more vehicles comply with §130,131, 134, and 1416. If yes, the Nonresidential compliance forms must be submitted 8. Common areas of low-rise residential buildings DOCS the project include the installation of any luminaires in common areas of low-rise residential buildings? ❑ Yes, complete section 8 i0 No, go on to section 9 ❑ Ycs, § l50(k)16: Permaneutly installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four ar more dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s) certified to comply with §1 19(d). DECLARATION STATEMENT • 1 certify under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct. • 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for construction, or an authorized representative of the person responsible for construction (responsible person). • I certify that the installed features, materials, components, or manufactured devices identified on this certificate (the installation) conforms to all applicable codes and regulations, and the installation is consistent with the plans and spocitications approved by the enforcement agency. • 1 reviewed n copy of the Certificate of Compliance (CF-iR) form approved by the enforcement agency that identifies the specific requirements for the installation. 1 certify that the requirements detailed on the CF -IR that apply to the installation have been met. 1 will ensure that a completed, signed copy of this installation Certificate shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this installation Certificate is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) S W s Aaou<As 7Aj-- Responsible Person's Name: Responsib P n's Signature: CSLB License: Date Signed: Position With Company (Title): —io tr 2008.Residendial Compliance Forms August 2009 INSTALLATION CERTIFICATE CF -6R -ENV -01 Envelope —Insulation; Roofing; Fenestration (Page 1 of 3) Site Address- Enforcement Agency: Permit Number: 1 30-7-0/.Sze If more than one person has responsibility for installation of the iteins on this certificate, each person shall prepare and sign a certificate applicable to the portion of construction for nvhich thev are responsible, alternatively, the person nvith chief responsibilityfor construction shall preixire and sign this certfcate,fo• the entire construction. .411 applicable Mandatory Measures with check boxes require to be checked to ensure the inandatory measures have been met. Description of Insulation 1. RAISED FLOOR Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): ❑ $ l50(d): Minimum R-13 insulation in raised wood -frame floor or equivalent U -factor. Z. SLAB FLOORIPERIMETER Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): Perimeter Insulation Depth (inches): ❑ $150(1): Water absorption rate for the insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0 perm/inch and shall be protected from physical damage and UV light deterioration. 3. EXTERIOR WALL a. Insulation Type (e -.x. Batt, Loose Fill, Spray Foam) a. Thermal Resistance (R -Value): b.. Insulation Type (e,x. Batt, Loose Fill, Spray Foam) b. Thermal Resistance (R -Value): Brand: Spray/Loose fill) Spray/(inches): Loose fill) Installed Actual Thickness Contractor's min installed weight/fI:2 lb (inches) - Manufacturer's installed weight per square foot to achieve Thermal Resistance (R -Value) ❑ § 150(c): Minimum R -I3 insulation in wood -frame wall or equivalent U -factor. Exterior Foam Sheathing (rigid Insulation) Material: Thickness (inches) : 4. FOUNDATION WALL Material: Thickness (inches): S. CEILING Brand Name: Thermal Resistance (R -Value) Brand Name: Thermal Resistance (R -Value): Batt or Blanket Type: Brand Name: Loose Fill Type: Thermal Resistance (R -Value): Spray Foam Type: Brand Name: Installed Actual Thickness (inches): Contractor's min installed weight/ft' Manufacturer's installed weight per square foot to achieve Thermal Resistance (R -Value): ❑ § 150(a): Minimum R-19 insulation in wood -lame ceiling or equivalent U -factor. 6. ATTIC ROOF INSULATION AND/OR ATTIC RADIANT BARRIER Material: Brand Name: Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): ❑ §118(a); Insulation installed meets Standards for Insulating Material. ❑ § 150(8): Mandatory Vapor barrier installed in Climate zones 14 or 16 is 2008 Residential Compliance Forms Aygusl 2009 INSTALLATION CERTIFICATE CF -6R -ENV -01 Envelope — Insulation; Roofing; Fenestration (Page 2 of 3) Site Address: Enforcement Agency: Permit Number: TON-b wnh azo s� Description of R ofing Products CRRC Product ID Manufacturer Product Manufacturer/Brand Name U- (GROUP LIKE RODUCTS) factor Product Roof Roof Product Initial Solar Aged Solar Thermal Number' Information Brand/Model Type Area Slope Weight' Reflectance Reflectance' Emirtance 36 A/ w ❑3 4 cCl h7i ❑3 VJ 5 0 03 6'TOd-LA) ❑3 o� 3 1. The CRRC Product ID Number can be obtained from the Cool Roof Rating Council's Rated Product Directory at iviv. coolroofs, org/prodiicts/search. php 2. The weight in lbs per squore feel of the roofing product being installed. 3. Check box if the Aged Reflectance is a calculated value using the equation below, footnote 4. 4. !f llre aged reflectance is not available in the Cool Roof Rating Council's Rated Product Directory then use the initial refleclance value front the directory and use the equation rO.2+0.7( iu 1f,1 — 0.2) to obtain a calculated aged value. �OCHI:'CK APPLICABLI. BOX HF:1,OW IF FYEMPT FROM THE- ROOFING PRODUCT "COOL ROOF" RFQ111RF.ML•NT: ❑ The roof area covered by building integrated photovoltaic panels and building integrated solar thermal panels are exempt from the above Cool Roof criteria. ❑ Roof constructions that have thermal mass over the roof membrane with a weight of at least 25 lb/ft2 is exempted from the above Cool Roof criteria. To apply Liquid Field Applied Coatings, the coating musl be applied with a minimunt dry mil thickness of 20 mils across the entire roof surface and meet minirnum performance requirements listed in §118(i)3 and Table 118-C. Select the applicable coatin ❑ Aluminum -Pigmented Asphalt RoofCoating ❑ Cement -Based RoofCoaling ❑ Other v' ❑ CRRC-I Label Attached to CF -6R (Note ifno CRRC-1 label is available, this compliance method cannot be used and another method is required to meet compliance). FENESTRATION/G LAZING ]tem Product Manufacturer/Brand Name U- (GROUP LIKE RODUCTS) factor Product SHGCt it of Panes NFRC Certified Total Quantity of Like Product (O tiona!) Add. Exterior Area Shading Dev. ft2 or Overhang Comments/ Location/ Special Features I l oV W 2 aWy0aw, 12,39 03-7 36 A/ w 4 cCl h7i VJ 5 0 03 6'TOd-LA) o, o� 3 t 7. 8. 1. tA( values, from afenextration pu rodct's NFRC Cergf7ed La&d. For fenestration prtxlricvs without air NFRC. label, use the default values from Section 116. Table !!G -A and) !G -B aflhe 2008 Energy f•:j]iclency Sla:dardr. 2 NFkC Label Ceatficales shall not he mmoved until the building rnss mclar hrn verified the efficiency. Ener Yes or No. ❑ §I 16(a) L• Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. ❑ § I 16(a)2 and 3: Actual fenestration products installed are equivalent to or have a lower U -factor and/or a lower SHGC than that specified on the Certificate ofCompliance (Form CF -IR). ❑ § 1 16(a)1: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration that meets the requirements of §10-111(a) ❑ § 117: Exterior doors and windows weather-stripped; all joints and penetrations caulked and sealed. 2008 Residential Compliance Forms August 2009 INSTALLATION CERTIFICATE CF -6R -ENV -01 Envelope —Insulation; Roofing; Fenestration (Page 3 of 3) Site Address: P r f r�, Enforcement Agency: Permit Number: 7'b O (� GU? YJ }- D11- . 3 0.2D /SS -rh,, , f : � , , , f, /, - A e r -/ 1 -0. +OffN+f � - � � - P, -�' n � �*-& 7 A,/,g � Z 7 1 0-? 1& . DECLARATION STATEMENT • 1 certify under penally of perjury, under the laws of the State of California, the information provided on [his Form is true and correct. • 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for construction, or an authorized representative of the person responsible for construction (responsible person). • 1 certify that the installed features, materials, components, or manufactured devices identified on this certificate (the installation) conforms to all applicable codes and regulations, and the installation is consistent with the plans and specifications approved by the enforcement agency. • 1 reviewed a copy of the Certificate of Compliance (CF -1R) form approved by the enforcement agency that identifies the specific requirements for the installation. l certify that the requirements detailed on the CF -1 R that apply to the installation have been met. 1 will ensure that a completed, signed copy of this Installation Certificate shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Installation Certificate is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) -)-ULIALAft- ,�. Responsible Person's Name: Responsible P on's��Sgqignature' J -P-I�rJbA7 L. 44 CSLB License: D e igned: PositionW' Company (Title): 5-5 2-16 2008 Residential Compliance Forms Augusr 2009 {{'more than ors, person has r esponsibihiv for insrrrliation of the items ort this cer'tif]ewe, each person, shall prepare and sf?n a eef't#tcote applicable to the portion of CUrSt!'ff4'liGfS for irhich they are responsible; alternatively, the person veirh chjgf'responsibiliopfor construction, sinall prc'pnr> arrd siq: this certiJicc le jar the >utre co:rstruclia:u.:11i applicable Ma;idarorti t[easnres with cheek Loxes require robe checked to erxmre the marrdrtor• + measures have been rr:ei. Description of Insulation 1. RAISED FLOOR Material:_ rr:SFI rf Brand Name: , l / h 411) /j - Thickness (inches):^ (,7, :� _ __ Thermal Resistance (R -Value): d w—� G §I50(d): Minimum R-13 insulation in raiseood-frame floor or equivalent U -factor_ 2, SLAB FLOORfPERIMETER Material: Brand Naive: Thickness (inches): Thermal Resistance (R -Value): Perimeter Insulation Depth (inches)* 0 § 150(1): Water absorption rate for the insulation material alone without Facings is no greater than 0.3%: wAter vapor permeance rate is no greater than 2.0 perm inch and shall be protected from physical damage and UV light deterioration. 3. EXTERIOR WALL a. [nsula ion T�; (e.x. Batt, Loose Fill. Spray Fortnn) 1 b.. Insulation Type (e.x. Batt, Loose rill, Spray Foam) Brand: a. Thermal Resistance (R -Value):! 'fir b. Thermal Resistance (R -Value): ) , `) CY I Spray/Loose fill) Installed Actual 'Thickness Spray/Loose fill) (inches): Contr'actor's min installed weight/fl= lb ,Manufacturer's installed weight per square foot to achieve Thermal Resistanee (R -Value) § l50(c): ;`linimum R-13 insulation in wood -frame wail or equivalent U -factor. Exterior Foam Sheathing (rigid Insulation) Material: Thickness (inches) 4. FOUNDATION WALL viaterial: Thickness (incises): Brand Naive: Thermal Resistance (R•Value) Brand Name: Thermal Resistance (R -Value): 5. CEILING Batt or Blanket Type: l� i !' Brand Name: Zz/_ Loose Fill Type: Thermal Resistance (R-Value): Spray Foam Type: �- Brand Name: Installed Actual Thickness (ittcltes): i 11 Contractor's min installed weiL!ht/ft' lb Manufacturer's installed weight per square foot to achieve Thermal Resistance (R -Value): E3 §l50(a): Minimum R-19 insulacior in wood -frame ceiling or equivalent L' -factor. 6. ATTIC ROOF INStiLATIOiti ANDIOR ATTIC RADIANT BARRIER Material: Brand Name: Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): ID §] 1S(a): Insulation installed meets Standards for insulating Material. G § 150(g): Mandatory Vapor barrier installed in Climate zones 14 or 16. 2008 Residential Compliance Forms Augvm 2009 INSTALLATION CERTIFICATE. CF -6R -ENV -41 Envelope -- Insulation; Roofing; Fenestration (Page 3 of 3) Site Address: Enforcement Agency: Permit Number: DECLARATION STATEMENT • I certify under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct. • l am eligible under Division 3 of the Business and Professions Code to accept responsibility for construction, or an authorized representative of the person responsible for construction (responsible person). • 1 certify that the installed features, materials, components, or manufactured devices identified ou this certificate (the installation) conforms to all applicable codes and regulations, and the installation is consistent with the plans and specifications approved by the enforcement agency. • 1 reviewed a copy of the Certificate of Compliance (CF -I R) form approved by the enforcement agency that identifies the specific requirements for the installation. I certify that the requirements detailed on the CF -IR that apply to the installation have been met. • 1 will ensure that a completed, signed copy of this Installation Certificate shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. 1 understand that a signed copy or this Installation Certificate is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) Responsible Person's Name: Responsible Person's Signature: CSLB License: Date Signed: Position With Company (Title): 2008 Residential CorrplianoeForrrs August 2009 Description of Roofing Products CRRC Produce ID 1 %linttfacturer Nianuracturcrl6randName t%RLLtPLIKERODUC`rSt Product . Roof Root i Product mina) Solar Aged Solar Thermal NumNa' i ]nfomiation BmsIdlModel Tv c Arca Slope Wcight° Reflectance Ikellcc1W.-O' Emittance 3 4 J� € I � ❑' 5 1. The CRRC Producr IU Number cerr be obtained front fire Cool Roof l?awg Counc it 's Bated Product Direcrooy or +rvr, cooh•oafs. a, �. prndncrs sea;rh.php 2. The weighl it lbs per square jeer of the rooTr>.g product being installed. 3. Check box ij'the Aged Reflectance is a ealculared value usirke the er1:rariotr Mow. foornote T. ;. 1f the aged r•efleciance is nci to adab!e in the (,00l 1too1'Rarirrr Council's Rated 1'rodricr Directory then use the mitral refleernuce rahre. front the dir•ecron-and use rhe er rtarion 0. 2- :,;r1,., r._') to obtain a calctrinreciaced value. �17CH1X'K pPPi.IC-t &E BOX YELOf:' lFC.1:x.UPT FRol1 T11F. kwFi.vG PRODUCT "COCJI. ROOF-- REQUIRE.Ut.%T © The roof area covered by huiIdine integrated photovoltaic panels and building integrated solar thennal panels are exempt from the above Cool Roof criteria. ❑ Root construction: ibat have therrnal mass over the roormcmbrane with a weight ofat least 25 lbffl- is exempted from the above Cool Roof criteria. 72 apply Liquid Field: )pp!ied Coatings, rite cowing !nits, be applied with a rrrirtimrun dnl mil rlrlek,ress of 3(1 rails across the entire raof sw face and tweet ,ninirnurn net orrnmtca re uiremants listed lit $11 8fi)3 and !able 118-t '. Select the applicable coatin�� ❑ Atuntiuum-Piuniwed Asbait Roof Coating © Cement-Based Roof Coating © Other ✓ 0 CRRC- I Lnhel Attached to CF-6R t--Vote if uo CPR(,-1 label is mwflable, chis compliance method cannot be rise=d and another merhod is req aired m meel compliance). FENESTRATION/GLAZING F. -I Nianuracturcrl6randName t%RLLtPLIKERODUC`rSt Product U- tactor, Product SHGC' - of Panes t FRC Certified" Total Quantic_ of Like PretdJet iQ lionalf Area fi' Add. E\tenor Shading Der. or Overhang Commcntsl 1-oeationlSpecial Features I s 3 4 5 i l I 6 � 7. x. 1. Cse values•frn.7ra f2rt('SfYarinn prrrauC!'s.'4FRC (fr!lfrcd l ahcl. >:or,f�nesr, urian Prndrtcts wiii wit an:;FRC label, arse the default rcrhrr'sjrnrn.5ecnnn 116, Table 116-,4 and 115-11 gf.lhe Vim Enaro' E&wwy Srartdvrd4. ?..V! RC Label Certificates shDff not he removed rarril ike htuldtne ins eetnr has verified Ilia, elfcfenc . Enter Yes or Va ❑ �s 116(a)I: Doors and windows between conditioned and unconditioned spaces designed to limit uir leakage. ❑ 1 16(a)2 and 3: Arural fencsgrarian prrxlucu insrttlM are reluivulant lu or have a Jm%er Lt-racWrnsrd'or a lower StfGC than that specified on the Certificate of Compliance (Form CF- l R). ❑ §116(a)4; Fenestration product; (except field -fabricated windows) have a targe] =istin_* the certified Lt -Factor- certified Solar licat Gain Coefficient 1 SHGQ. and infiltration that meets the requirements of §10-i I I (a) ❑ §1 17: Exterior doors and windo«s Heather -stripped: all joints and penetrations caulked and sealed. 2008 Resielentlal Compliance Fo•trls Augirsl 2009 INSTALLATION CERTWICATE CF -6R -ENV -01 Envelope —Insulation; Roofing; Fenestration (Page 1 of 3) Site Address: Enforcement Agency: Permit Number: if more than one person has responsibility for installation of the iterns on this certificate, each person shall prepare and sign a certificate applicable to the portion of construction for which they are responsible, alternatively, the person with chief responsibility for construction shall prepare and sign this oertificatefor the entire construction. A I applicable Mandatory Measures with check boxes require to be ched(ed to ensure the mandatory measures have been met. Description of Insulation 1. RAISED FLOOR Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): ❑ 3150(d): Minimum R- 13 insulation in raised wood -frame floor or equivalent U -factor. 2. SLAB FLOOR(PERIMETER Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): Perimeter Insulation Depth (inches): ❑ §150([): Water absorption rate for the insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0 perm/inch and shall be protected from physical damage and UV light deterioration. 3. EXTERIOR WALL a. Insulation Type (e.x. Batt, Loose Fill, Spray Foam) a. Thermal Resistance (R -Value): b.. Insulation Type (e.x. Batt, Loose Fill, Spray Foam) b. Thermal Resistance (R -Value): Brand: Spray/Loose fill) Installed Actual Thickness Spray/Loose fill) (inches): Contractor's min installed weight/ft2 lb Manufacturer's installed weight per square foot to achieve Thermal Resistance (R -Value) ❑ §I30(c): Minimum R-13 insulation in wood -frame wall or equivalent U -factor. Exterior Foam Sheathing (rigid Insulation) Material: Thickness (inches) 4. FOUNDATION WALL Material: Thickness (inches): 5. CEILING Brand Name: Thermal Resistance (R -Value) Brand Name: Thermal Resistance (R -Value): Batt or Blanket Type: Brand Name: Loose Fill Type: Thermal Resistance (R -Value): Spray Foam Type: Brand Name: Installed Actual Thickness (inches): Contractor's min installed weight/flz Manufacturer's installed weight per square foot to achieve Thermal Resistance (R -Value): ❑ §150(a): Minimum R-19 insulation in wood -frame ceiling or equivalent U -factor. 6. ATTIC ROOF INSULATION AND/OR ATTIC RADIANT BARRIER Material: Brand Name: Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): ❑ §118(a): Insulation installed meets Standards for Insulating Material. ❑ § 150(g): Mandatory Vapor harrier installed in Climate Zones 14 or 16. lb 2008 Residential ConplianceForms August 2009 INSTALLATION CERTIFICATE CF -6R -ENV -01 Envelope —Insulation; Roofing; Fenestration .(Page 3 of 3) Siteddress: Enforcement Agency: i Permit Number: DECLARATION STATEMENT e 1 cord& under penaliv of perjur . under the laws of the State of California ifte information provided on this form is true and cofrect. O 1 am eligible under Division 3 of the Business and Professions Code to accept resporisibility for construction. or an authorized representative of the person responsibl., for construction (responsible person). • 1 cerin} that the installed Matures. material;. components. or manuracuircd devices identified on this certificate (the installation) confirms to all applicable codes and rcgulafions. and the installation is comisizat with the: plans and speoifications approved by the enforcement agency. L9 a 1 revieticcd a copy of ll -,e Certificate of Compliance (CF -IR) form approved by the enforcement agenev that identifies the specific requirements far titc installation. 1 certif}m thar tnc requirements derailed on the CF -1 R that apply to the installation hme been met. • 1 will ensure that a com p[eted, signed copy of this Installation Certificate shall be posted, or made available with the building permit(s) issued for the building, end made avnilab[e to the enforcement agency for all applicable inspections. I understand that a signed copy of this Installation Certificate is required to be Included -with the documentation the builder provides to the building owner at occupancy. C.ompanv Name: (1pstalling. Subcontractor or Gei€eral Contractor or Build,-rJ'0x%ner) Responsible Person's Name: Kesponsible Person's Signature: 1 CS[_i3 License: _ J Date Siened: z Pnsititsq l ' th Compa€%y (Title); 2008 Reyfr%nfial Crm;pliance Fcwms .4 ugusl 2009 INSTALLATION CERTIFICATE CF -6R -ENV -01 Envelope —Insulation; Roofing; Fenestration (Page 2 of 3) Site Address: Enforcement Agency: Permit Number: Description of R ofing Products CRRC Product ID Manufacturer Manufacturer/Brand Name (GROUP LIKERODUCTS) Product Roof Roof Product Initial Solar Aged Solar Thermal Number' Information Brand/Model Tvpe Area Slope Weight 2 Reflectance Reflectance` Emittance 2 ©3 3 �3 4 [:]3 5 1. The CRRC Product I D Number can be obtained from the Cool Roof Rating Council's Rated Product Directory at ww.noolroofscrg1productslsearch.php 2. Theweight in lbs per square feet of the roofing product being installed. 3. Check box if the Aged Reflectance is a calculated value using the equation below, footnote 4. 4. If the aged reflectance is not available in the Cool Roof Rating Council's Rated Product Directory then use the initial reflectance value from the di rectory and use the equation 0.2+0.7 ,,,;t,m-0.2 toobtainacal culatedaged value. ✓L7CHECK APPLICABLE BOX 13ELOWIF EXEMPT FROM THE ROOFING PRODUCT" COOL ROOF" REQUIREMENT: Q The roof area covered by building integrated photovoltaic panels and building integrated solar thermal panels are exempt from the above Cool Roof criteria. ❑ Roof constructions that have thermal mass over the roof membrane with a weight of at least 25 lb/ft2 is exempted from the above Cool Roof criteria. To apply Liquid Field Applied Coatings, the coating must be applied with a minimum dry rni I lhi duress of 20 mi I s across the entire roof surface and meetnvnimum performancer uirerrientslistedin §118(i)3 and Table 1 18-C. 9dectthe applicable coatirig ❑ Aluminum -Pigmented Asphalt RoofCoating ❑ Cement -Based RoofCoating ❑ Other ❑ CRRC-I Label Attached to CF -6R (Note if no CRRG1 label is available, this compliance method cannot be used and another rnethod is required to meet compliance). FENESTRATION/GLAZING Item Manufacturer/Brand Name (GROUP LIKERODUCTS) Product U- factor' Product SHGC' 4 of Panes NFRC Certified' 2 Total Quantity of Like Product (optional) Area ft2 Add. Exterior Shading Dev. or Overhang Comments/ Location/ Speeial Features 1 2 3 4 5 6 7. 8. 1. Use values from a fe>Kstration product's NFRC Certified Label. For fenestration products without an NFRC Ia&i, use the default values fromSedion 116, Table 116-A and 116-8 of the 2008 Energy Effide-cy aandards 2. NFRC Label Certificatesshall not berarnved Lrtil the buildng inspector has verified the effi d eryy. Enter Yes or No. ❑ §I 16(a)1: Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. ❑ § 1 16(a)2 and 3: Actual fenestration products installed are equivalent to or have a lower U -factor and/or a lower SHGC than that specified on the Certificate of Compliance (Foran CF -1 R). Q § 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-I 1 1(a) ❑ § 117; Exterior doors and windows weather-stripped; all joints and penetrations caulked and sealed. 2008 Residential Con-plianoe Forms August 2009 Insulation Certificate Number and Street I City County Description of Installation ROOF Material Thickness (inches) CEILING Subdivision Brand Name Thermal Resistance (R -Value) Lot Number Batt or Blanket Type FIBERGLASS Brand Name JOHNS MANVTT,I.F Thickness (inches) 12 t I Thermal Resistance (R -Value) ? g Loose Fill Type . MRFRGL.ASS Brand Name JOHNS MANVILLF Contractor's minimum installed weight/ft' lb. Minimum thickness inches Manufacturer's installed weight per square foot to achieve................Thermal Resistance (R -Value) EXTERIOR WALL Material FiBRRCiLASS U Thickness (inches) . RAISED FLOOR Material FiRF.RC:I.ASS Thickness (inches) SLAB FLOOR Material Thickness (inches) Width (inches) FOUNDATION WALL Material Thickness (inches) Brand Name JOHNS MANVILT.F. Thermal Resistance (R -Value) 7 Brand Name JOHNS _MANVILLE Thermal Resistance (R -Value) B rand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the California Administrative Code. General Contractor(Builder) Signature and Title Ponzini Insulation, Inc. Sub -Contractor (Insulation Installer) Signature and oc REVISE[] JULY 2oo5 License Number Date 635993 License Number Dat C-:1FILLa 2010 CALGREEN RESIDENTIAL CHECKLI T — S 2C1 -�� MANDATORY ITEMS COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION CUPERTINO ALBERT SALVADOR, P.E., C.B.O., BUILDING OFFICIAL 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 (408) 777-3228 • FAX (408) 777-3333 • buildingCd)cupertino.org PURPOSE: The 2010 CalGreen Code applies to all newly constructed hotels, motels, lodging houses, dwellings, dormitories, condominiums, shelters, congregate residences, employee housing, factory -built housing and other types of swellings with sleeping accommodations and new accessory buildings associated with such uses. Existing site and landscaping improvements that are not otherwise disturbed are not subject to the requirements of CALGreen. Project Name: Project Address: Han Residence 20846 Dunbar Dr, Cupertino Project Description: Proposed a new 2 story single family dwelling wl attached garage Instructions: 1. The Owner or the Owner's agent shall employ a licensed professional experienced with the 2010 California Green Building Standards Codes to verify and assure that all required work described herein is properly planned and implemented in the project. 2. The licensed professional, in collaboration with the owner and the design professional shall initial Column 2 of this checklist, sign and date Section 1 - Design Verification at the end of this checklist and have the checklist printed on the approved plans for the project. 3. Prior to final inspection by the Building Department, the licensed professional shall complete Column 3 and sign and date Section 2 - Implementation Verification at the end of this checklist and submit the completed form to the Building Inspector. Column 2 Column 3 MANDATORY FEATURE OR MEASURE Project Verification Requirements A4.1 PLANNING Planning and Design - Site Preservation , 4.104.4 A site plan and inventory of the site is developed and used to minimize site disturbance in order preserve desirable existing natural resources and ❑X minimize future adverse effects on the proposed structure. Planning and Design - Site Development 4.106.2 A plan is developed and implemented to manage storm water drainage during construction. 4.106.3 The site shall be planned and developed to keep surface water away from buildings. Construction plans shall indicate how site grading or a drainage ❑X system will manage all surface water flows. Page] of5 CalGreen 2010.doc revised 08127111 A4.2 General a 4.201.1 Low-rise residential buildings shall meet or exceed the minimum standard design required by the Califomia Energy Standards. A4.3 WATERAND CONSERVATION Indoor Water Use 4.303.1 Indoor water use shall be reduced by at least 20 percent using one of the follow methods. ❑ Water saving fixtures or flow restrictors shall be used per Table 4.303.2. 0 ElA 20 percent reduction in baseline water use shall be demonstrated per As of 7/01/2011 Table 4.303.1. 4.303.2 When using the calculation method specified in Section 4.303.1, multiple showerheads shall not exceed maximum flow rates. As of 7/01/2019 4.303.3 Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with specified performance requirements. As of 7/01/2011 Outdoor Water Use 4.304.1 Automatic irrigation systems installed at the time of final inspection shall be weather -based. CONSERVATIONA4.4 MATERIAL • Enhanced Durability and Reduced Maintenance 4.406.1 Joints and openings. Annular spaces around pipes, electric cables, conduits, or other openings in plates at"exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or similar method acceptable to the enforcing agency. Construction Waste Reduction, Disposal and -Recycling , 4.408.2 Where a local jurisdiction does not have a construction and demolition waste management ordinance, a construction waste management plan shall �X be submitted for approval to the enforcing agency. Building Maintenance and Operation 4.410.1 An operation and maintenance manual shall be provided to the building occupant or owner. Page 2 of CalGreen 2010.doc revised 08/27/11 A4.6 ENVIRONMENTAL Fireplaces 4.503.1 Install only a direct -vent sealed -combustion gas or sealed wood - burning fireplace, or a sealed woodstove. Pollutant Control 4.504.1 Duct openings and other related air distribution component openings shall be covered during construction. 4.504.2.1 Adhesives, sealants and caulks shall be compliant with VOC and other toxic compound limits. 4.504.2.2 Paints, stains and other coatings shall be compliant with VOC limits. ❑X 4.504.2.3 Aerosol paints and other coatings shall be compliant with product 0 MIR Limits for ROC and other toxic compounds. -weighted 4.504.2.4 Documentation shall be provided to verify that compliant VOC limit finish materials have been used. 4.504.3 Carpet and carpet systems shall be compliant with VOC limits. QX n/ 4.504.4 Fifty (50) percent of Floor area receiving resilient flooring shall comply with the VOC-emission limits defined in the Collaborative for High Performance Schools (CHPS) Low -emitting Materials List or be certified under the Resilient Floor Covering Institute (RCFI) FloorScore program. 4.504.5 Particleboard, medium density fiberboard (MDF), and hardwood plywood used in interior finish systems shall comply with low formaldehyde OX emission standards. Interior Moisture Control 4.505.2 Vapor retarder and capillary break is installed at slab on grade foundations. XQ 4.505.3 Moisture content of building materials used in wall and floor framing is checked before enclosure. Page 3 of S CalGreen_2010.doc revised OW7/11 Indoor Air Quality and Exhaust. 4.506.1 Exhaust fans which terminate outside the building are provided in every bathroom. Environmental Comfort 4.507.1 Whole house exhaust fans shall have insulated louvers or covers which close when the fan is off. Covers or louvers shall have a minimum X❑ insulation value of R-4.2. 4.507.2. Duct systems are sized and designed and equipment is selected using the following methods: 9. Establish heat loss and heat gain values according to ACCA Manual J or equivalent. 2. Size duct systems according to ACCA 29-D (Manual D) or equivalent. 3. Select heating and cooling equipment according to RCCA 36-S (Manual S) or equivalent. INSTALLER AND QUALIFICATIONS Qualifications, � 702.1 HVAC system installers are trained and certified in the proper installation �Id of HVAC systems. 702.2 The Licensed Professional responsible to verify CALGreen compliance is qualified and able to demonstrate competence in the discipline they inspect ❑X and verify. Verifications 703.1 Verification of compliance with CALGreen may include construction documents, pians, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which show substantial conformance. Implementation verification shall be submitted to the Building Department after implementation of all required measures and prior to final inspection approval. Page 4 of 5 CalGreen_2010.doc revised 08127111 Project Name. Project Address: CALGREEN SIGNATURE DECLARATIONS Han Residence 20846 Dunbar Dr, Cupertino Project Description: Proposed a new 2 story single family dwelling wl attached garage SECTION 1 — DESIGN VERIFICATION Complete all lines of Section 1 —"Design Verification" and submit the completed checklist (Columns 1 and 2) with the pians and building permit application to the Building Department. The owner and design professional responsible for compliance with CalGreen Standards have revised the plans and certify that the items checked above are hereby incorporated into the project plans and will be implemented into the project in accordance with the requirements set forth in the 2010 California Green Building Standards Code as adopted by the City of Cupertino. Owner's Signature Date Suejane Han Owner's Name (Please Pri Design Professional's Signature Date H. Mike Coen Design Professional's Name (Please Print) f LIQ _ Signature of License Professional responsible for CalGreen compliance Date i1. M � k -Q el zt". 408-446-8418 Name of License Professional responsible for CalGreen compliance (Please Print) Phone hmikechen@gmail.com Email Address for License Professional responsible for CalGreen compliance SECTION 2 — IMPLEMENTATION VERIFICATION Complete, sign and submit the competed checklist, including column 3, together with all original signatures on Section 2 to the Building Department prior to Building Department final inspection. I have inspected the work and have received sufficient documentation to verify and certify that the project identified above was constructed in accordance with this Green Building Checklist and in accordance with the requirements of the 2010 Caljfomia Green Building Standards Code as adopted by the City of Cupertino. Signature of License Professional responsible for CalGreen compliance Date Name of License Professional responsible for CalGreen compliance (Please Print) Phone Mtk-Crn ek 0 qW-t• COQ Email Address for License Profes6ibnal responsible for CalGreen compliance Page 5 of 5 CalGreen-201 0. doc revised 08127/11 CALGREEN SIGNATURE DECLARATIONS Project Name: Han Residence Project Address: 20846 Dunbar Dr, Cupertino Project Description: Proposed a new 2 story single family dwelling wl attached garage SECTION 1 -- DESIGN VERIFICATION Complete all lines of Section 1 — "Design Verification" and submit the completed checklist (Columns 1 and 2) with the plans and building permit application to the Building Department. The owner and design professional responsible for compliance with CalGreen Standards have revised the plans and certify that the items checked above are hereby incorporated into the project plans and will be implemented into the project in accordance with the requirements set forth in the 2010 California Green Building Standards Code as adopted by the City of Cupertino. Owner's Signature Date Owner's Name (Please Print) Design Professional's Signature Date Design Professional's Name (Please Print) Signature of License Professional responsible for CalGreen compliance Date Name of License Professional responsible for CalGreen compliance (Please Print) Phone Email Address for License Professional responsible for CalGreen compliance SECTION 2 — IMPLEMENTATION VERIFICATION Complete, sign and submit the competed checklist, including column 3, together with all original signatures on Section 2 to the Building Department prior to Building Department final inspection. I have inspected the work and have received sufficient documentation to verify and certify that the project identified above was constructed in accordance with this Green Building Checklist and in accordance with the requirements of the 2010 Califomia Green Building Standards Code as adopted by the City of Cupertino. Signature of License Professional responsible for CalGreen compliance Date Name of License Professional responsible for CalGreen compliance (Please Print) Phone ress for License Professional responsible for CalGreen compliance CalGreen 2010.doc revised 08/17111 a September 20, 2013 Building Department City of Cupertino 10300 Torre Avenue Cupertino, CA 95014 RE: Proposed Residence at 20846 Dunbar Drive Cupertino, CA 93014 Our Job No. 1212 Dear Inspector: James C. Chen, C. E., S. E. 2881 Meridian Ave., Unite 118 San Jose, CA 95124 Phone (408) 268 — 0612 T,e(rA4I'#- i ' 15 o 2,0 15-0 I performed the Structural Observation Inspection per CBC 2010 for the Rough Framing construction for the above referenced projection on September 12, 2013. At the time for inspection, sub -floor was covered with plywood sheathing, and roof sheathing was covered with inembrane, I didn't inspect that. There were some minor corrections which have been fixed before me. To the best of my knowledge, the work has been performed in according to Plan S-1 through S-6 and Specifications shown. It is satisfied to me. If you have any questions in regarding to this subject, please don't hesitate to call me Very truly yours James C. Chen, C. E., S. E. Copy to: Suejane, Owner Judd, Contractor ��ueh•Ns CTISS \�� CALtiFO�� f CUPERTINO OWNER -BUILDER DISCLOSURE FORM COMMUNITY DEVELOPMENT DEPARTMENT - BUiLDiNG DIViSION 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 (408) 777-3228 • FAX (408) 777-3333 • building (5curiertino.or Dear Property Owner(s): An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified at: SITE DfiESAPh! BP# 3 Z.6 3 D < <t S'' !3 a zot Sze OWNER NAME oWNE�ADDRE S M1 � i. `L ` DESCRlPTfON OF.WORK: Weare providing you with 'an'Owner- Builder Acknowledgment and Information Verification Form to make you awdre'of your responsibilities and possible risk you may incur by having this permit issued in your name as the Owner -Builder. We - will not issue a building permit until you have read, initialed your understanding of each provision, signed, and returned this form to us at our official address indicated. An agent of the owner cannot execute this notice unless you, the property owner, obtain the prior approval of the permitting authority. OWNER'S ACKNOWLEDGMENT AND VERIFiCATION OF INFORMATION (DIRECTIONS: Please read and initial each statement below to signify you understand or verify this information.) understand a frequent practice of unlicensed persons is to have the property owner obtain an 'Owner-,.- til Owner . • Its6 e'r" building permit that erroneously implies that the property owner is providing his or her own labor and material o onally. 1, as an Owner -Builder, may be held liable and subject to serious financial risk for any injuries sustained by is nlicensed person and his or her employees while working on my property. My homeowner's insurance may not r4 'de coverage for those injuries. I am willfully acting as an Owner -Builder and am aware of the limits of my if 8 rance coverage for injuries to workers on my property. I understand building permits are not required to be signed by property owners unless they are responsible for construction and are not hiring a licensed Contractor to assume this responsibility. i.I understand as an."Owner-Builder" I am the responsible party of record on the permit. i understand that.! may p,r tett myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her n e instead of my own. .1 understand Contractors are required by law to be licensed and bonded in California and to list their license n4. hers on permits and contracts. 5. l.uhderstand if I employ or otherwise engage any persons, other than California licensed Contractors, and the 011 alue of my construction is at least five hundred dollars ($500), including labor and materials, i may be co'i sidered an 'employer' under state and federal law. fi. I understand if i am considered an "employes" understate and federal law, I must register with the state and fe eral government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to un mpioyment compensation for each "employee." I also understand my failure to abide by these laws may subject M to serious financial risk. . I understand under California Contractors' State License Law, an Owner -Builder who builds single-family ntial structures cannot legally build them with the intent to offer them for sale, unless all work is performed by ad subcontractors and the number of structures does not exceed four within any calendar year, or all of the work ormed under contract with a Licensed general building Contractor. 1$.)I understand as an Owner -Builder if l sell the property for which this permit is issued, I may be held liable for Financial or personal injuries sustained by any subsequent owner(s) that result from any latent construction cts in the workmanship or materials. OwnerBudderForm 2010.doc revised 04/14!10 I understand I may obtain more information regarding my obligations as an "employer' from the Internal e Service, the United States Small Business Administration, the California Department of Benefit Payments, California Division of Industrial Accidents. I also understand I may contact the California Contractors' State Board (CSLB) at 1-800-321-CSLB (2752) or www.csib.ca.gov for more information about licensed 10. 1 am aware of and consent to an Owner -Builder building permit applied for in my name, and understand that I ie party legally and financially responsible for proposed construction activity at the site address listed above. 1. 1 agree that, as the party legally and financially responsible for this proposed construction activity, I will abide applicable laws and requirements that govern Owner -Builders as well as employers. 1�rm2. I .agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the.. iia. ation.1have provided on.thls'form. Licensed contractors are regulated by laws designed to protect the public. If you contract with -someone who does not have a license, the Contractors' State License Board may be unable to assist you with -any financial loss you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held liable for damages. If you obtain a pennit as Owner -Builder and wish to hire Contractors, you will be responsible for verifying whether or not those Contractors are properly licensed and the status of their workers' compensation insurance coverage. CONSTRUCTION LENDING AGENCY (DIRECTIONS: Please complete the following construction lending agency information.) 1 hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.), Lender Name: Lender Address: Before a building permit can be issued, this form must be completed and signed by the property owner and returned to the agency responsible for issuing the permit. Note: A copy of the property owner's driver's license, form notarization, or other verification acceptable to the city may be required to be presented when the permit is issued to verifv the nrooerfv ownets sirmature. i A Property Owner's Signature: Date: (NOTE: The following Authorization Form is required fo 6e completed by the property owner only when designating an agent of the property owner to apply for a construction permit for the Owner -Builder). AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Notice to Property Owner, the execution of which I understand is my personal responsibility, I hereby, z authorize the.foilowing person(s) to act as my agent(s) to apply for, sign, and file the documents necessary to obtain'an Ownbr-Builder Permit for my project. Scope of Construction Project (or Description -of Work): _ Project Location or Address: Name of Authorized Agent: Tel No Address of Authorized Agent: I declare under penalty of perjury that I am the property owner for the address listed above and 1 personally ftlledbut the above information and certify its accuracy. Note: A copy of the property owner's driver's license, form notarization, or other verification acceptable to the city may be required to be presented when the permit is issued to verify the property owner's signature. Property Owner's Signature: Date: OynerBuilderForm ?OJO.doc revised 04/14/10 Page I of 2 LANDSCAPE WATER -EFFICIENCY CHECKLIST Cotutaurtity Deaeloprncnt Deparhnent 10300 Torre Avenue 408.777.3308/Fax 406.777,3333 Cupertino, CA 95014 plartttinOcupertino.org C U PERT I NO http://cupertilio.o;rg/plwoin ff Ap licantName; ew{ Email: PA lil s D hAG 1' Pro ect5fte Address: wn (7tiv Dr, Picone: 40 S) 446,—q4l Total Landscape Landscape area: All the planting areas, turf ,areas, Ind water features installation. Area (square feet): 2 i t a landscapa The landscape. area does not include Footprints of boOdiogs or stnictares, sidett'rallcs, d.rtveHpays, lots, deck,;, ` �j Tuxf Area: parking patim, gravel or stone wnllrs, other pervious or tion -pervious hardscapes, and other non. irrigated. oacas desl.gttated For notl•devc optt►ent (r•b., opt:,► spaces ;and twisting tvtldltrtrl vegetation). Non -Turf plant Area: Turf: A ground cover surface consisting of tion-2lativke grass s�peeies that rs customarij}r ntnwed. Annual bluegrass, Special I,antdsca a Area; +�r4 icetttuc ky bluegrass, f,erettztaal ryegrass, red fescue, acid tall rescue are evitrntples of cool -season turf grasses. Bermuda grasp, kikuvu grass, 6ed5liorc'paspalum, .rat, Augvgline grass, zoysia gr&ts, atw t buffalo grass are ~~yarn -season turf grasses. Water Feature Wet Surface Area: If> 10% of landscaped arca, water budget calcu- lation required with landscape project subraWal. See .reverse. side for other definitions. NOT& If landscape area exseeda 2,504 sq. £t„ a lantlscape pxoject submittal shall be required. If no landscaping is proposed, ertter "0" above and proceed directly to the signature blocks at the bottom of this form. Landscape Parameter Requi;remeAts )Project Contpharctee Tuirf 'Total turf area shall not exceed 23% of the landscape Yes ❑ No area, or 1,250 square feet, whichever is lesser in area. (p utt.'f arts budget calk:ul iibm hegtaited tvitlt 1 tut askullr-, riC)jt?rG fiul>utillrL') - All portions of turfareas shall be wider than eight (8) feet. yes y Turf (if utilized) Is limited to slopes not exceeding 15%.V � �Vj yes Non -Turf At least 80% of non-tutf area shall consist of native or yes ❑ No low water use plants. Of iia, lti't►ter b►kk]6et calcularirn reclulrucl 1 with hOdscalrc trrttjtiristtl�talitt.s]f Hydrozones Plants with sir rWw water needs shall be grouped within yes Q No hydrozones. Each hydrozone shall be cantrolled by a [Pleats ran be ,souped pex separate valve. 1'ablr, 11.11.5.050PI Irrigation 5y6tem i Systems Shall be designed and mtairttained to mfnlmi2e Yes ❑ Nn 1 water waste (e.g., rurkoff, low head drainage, overspray), Low-volume irrigation shall be utilized in non -turf areas. r Irrigation shall only occur behveen the hours of 8;00 pm [[f tto, ,provide ex.11latnailva orr bac> j and 10:00 am. t Soil A minimum of eight (8) inches of non -compacted topso►l yes ❑ Nt. shall be available in planted areas. (if aa. Ott t;'L(,t<j Soil amendments, such ab compost or fertilizer, shall be 1�Ye5 ❑ No approptiately added according t4 the soil conditions at the project site and based on what is appropriate fox the selected plants. l'rrn•idc r;Klalttnatic n utt bkiclti; lvltalch A roiuimum two (2) -inch layer of mulch shall be applied �' Yes ❑ No on all exposed soil surfaces of p)anting areas, except in areas of direct seeding application (e.g. hydro -seed). []f no, Provide explarwunn ou Back) I am aware of available ,informational rcarnuces regarding native and low water use plants, frxigtttion efficiency, and outer aspects of water-efficimt landscapiurg, I certify that the information provided on this checklist is correct, and the installed landscope complies with the requirements of Chapter 14.15.1 also understand that any clrattges to the project will necessitate a new cheddiet. J'`2/12 Si Hato of propeftyowner or authorized representative D ate Page I of 2 CAPEX ENGINEERING INC. P.O. BOX 14198, FREMONT, CA 94539 Tel: (510) 668-1815 Fax: (5 10) 490-8690 GEOTECHNICAL, INVESTIGATION REPORT PROPOSED NEW RESIDENCE AT 20846 DUNBAR DR. CUPERTINO, CA .10 CAPEX ENGINEERING INC. Project No. 81.59 January 11, 2413 FEB 2 7 2013 CAPEX ENGINEERING INC. P.O.SOX 14198, FREMONT, CA 94539 Tel:( 510) 668-1815 Fax: (510) 490-8690 Ms. Suejane Han 20846 Dunbar Dr. Cupertino, CA 95014 Project No. 8159 January 11, 2013 Subject: Proposed New Residence at 20846 Dunbar Dr. Cupertino, CA GEOTECHNICAL INVESTIGATION AND FOUNDATION RECOMMENDATION REPORT Dear Ms. Han: In accordance with your authorization, CAPEX ENGINEERING INC. has completed a geotechnical investigation at the subject site. Recommendations are based on our site investigation, laboratory test result analysis and proposed site plan. The accompanying report presents the results of our geotechnical investigation. Our findings indicate that the site is suitable, from a geotechnical standpoint, for the proposed two-story new residence 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 inforrnatioz, please do not hesitate to contact our office at your convenience. Very truly yours, C EX EGINEERING INC. Gary WO, P.E. Principal C,4PEX ENGINEERING INC. 2 TABLE OF CONTENTS Page No. CRPEX ENGINEERING INC. 3 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 5 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 7 8.5 General Construction Requirement 8 9.0 Construction Observation 9 10.0 Limitations and Uniformity of Conditions I0 Figures: 1. Log of Test Boring (Boring 1) 11 CRPEX ENGINEERING INC. 3 1.0 INTRODUCTION The purpose of the geotechnical investigation for the proposed two-story new residence, development located at 20846 Dunbar Dr., Cupertino, California was to determine the surface and subsurface soil conditions at the subject site. 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 boring (reference from 20902 Dunbar Dr., Cupertino) 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 SITE LOCATIONS AND DESCRIPTION The site is located on 20846 Dunbar Dr., Cupertino, CA. The proposed project is understood to consist of construction two-story new residence. The site is flat and the surrounding lots of the site are developed with residence. The above description is base on site reconnaissance by the project engineer and a site plan. 3.0 FIELD INVESTIGATION (Reference from 20402 Dunbar Dr., Cupertino soil Investigation report) The field investigation was performed on May 12, 2010 and included a site reconnaissance by the project engineer and the drilling of one (1) exploratory boring. The borings were drilled to a maximum depth of 20 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 Pacific Drilling Company. 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. CAPEX ENGINEERING INC. 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 No. I). 4.0 SOIL CONDITIONS (Reference from 20902 Dunbar Dr., Cupertino soil Investigation report) 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 Boring" (Figure 1). The subsurface soils condition; as encountered in the boring was found to consist of dark brown silty clay to 7 feet and overlay brown silty clay with gravel stiff to hard and dry to moist from surface to 20 feet deep. No ground water was encountered during drilling operations, However, fluctuations in the groundwater table are anticipated with seasonal rainfall variations. All borings were backfilled on the date of excavation. 5.0 LABORATORY TESTINGS (Reference from 20902 Dunbar Dr., Cupertino soil Investigation report) 5.1 All samples were visually classified in the laboratory in accordance with the Unified Soil CIassification System per ASTM D-2487 and/or D-2488 in order to verify the field classification. 52 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 indicate that the near surface soils exhibit a medium percentage of fines and are subject to a medium swell1shrink potential with variation in moisture content. (P.1= 10.5) 6.0 C.B.0 (2010 EDITION) EARTHQUAKE DESIGN CRITERIA The seismic design parameters for the site per Chapter 16 of the California Building Code (2010 Edition) are follows: Latitude: 37.329558 (degrees) longitude: -122.038631 (degrees) Site Class - D Short Term Design Spectral Response Parameter, SDs = 1.351 g 1 Second Design Spectral Response Parameter, SDI= 0.733 g Site Coefficient, Fa = 1.0 Site Coefficient, Fv = 1.5 CAPEX ENGINEERING INC. 7.4 LIQUEFACTION POTENTIAL EVALUATION 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, 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 Grading & 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 trashes that are encountered should also be removed. It is vital that CAPER .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. 8.2.2 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. &Z 1 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 pen -nit the engineer to sample as necessary for the purpose of performing tests to establish the qualities of the material. CAPEX ENGINEERING INC. 8.2.2 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 uncompacted thickness. Compacted to a minimum of 90% as determined by ASTM D-1557-91 laboratory testing procedure. 8.2.3 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 Foundations 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 ) ------2,500 psf b. Allowable soil bearing pressure (All Loads) ------ 3,000 psf C. Lateral passive pressure ------------------------------- 250 pef d. Coefficient of sliding ----------------------------------- 0.30 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 subsoil 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. CAPEX ENGINEERING INC. 8.4.2 Slab on grade should be underlain by a minimum of 6 inches of granular material conforming to CaItrains 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 CONSTRUCTION REQUIREMENTS Surface Drainage and Irrigation: 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. 8.5.2 All finish grade drainage swales must be eut into compacted finish grade. Construction of the drainage swales using uncompacted 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. C4PEX ENGINEERING INC. Utility 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 Slopes 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. 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. CAPEX ENGINEERING INC. 10.0 LINIITATIONS AND UNIFORNIITY 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. CAPEX ENGINEERING INC. 10 9nong N rnhsrr r]r_ Cunerfinn. CA Proiect No. 6141 18 May 2010 t� Pescription �, cin (U o ,;_ .� -Ja .: N LL ,-. LL •y r, Y LL Remarks a!�= m 3 o �'d w t� o m o m o 17 Brawn SiKy Clay, moist, stiff 2 Brown Silty Clay, Moist, Siff 1-1 CL 14 117.5 14.5 L.L= 25.5, P -L= 15.0 P.1=10.5 3 Uc- 2760 psf 4 Some As Above 5 6 7 Brown Silty Clay With Sen and Gravel, very stiff, moist 1-2 ML 27 121.5 13.5 Sieve Analysis S= 18%, G= 26%, F= 56% 8 Same As Above S 10 11 Sarre As Above 12 13 14 15 18 Same As Above 17 i8 19 20 Terminated of Boring at depth of 20 feet Groundwater was not encountered during boring 21 22 23 24 25 BORING LOG NO. 1 Figure No. 3 CAPEX ENGINEERING INC. --- . .. — _—_._.... . ...... . Date Drilled. May 12, 2010 Py.' G.H Project No. 6141 '3a�kbIS0 FRANK LEE & ASSOCIATES GEOTECHNICAL CONSULTANTS 10 KOOTENAI COURT, FREMONT, CA 94539 (510)676-5859 May 2, 2013 Job No: IN96-S2-L1 E Ms. Suej ane HanG 21881 Dolores Avenue Cupertino, California 94014 SUBJECT; INSPECTION OF BUILDING PAD COMPACTION Proposed Residential Building 20846 Dunbar Drive Cupertino, California Dear Ms. Suejane Han: This letter is to confirm that we provided inspection and testing during the grading operation of the building pad for the proposed residential building at the subject site. The results of the field density testing performed by our firm indicated that a minimum of 90 percent of relative compaction was achieved on the building pad. We appreciate the opportunity to work with you on this project. If you have any questions or if we can be of any further service, please do not hesitate to call. Thank you. Very truly yours, FRANK LEE & ASSOCIATES �k Lee Professional Engineer CE34975 FESSION �O �24NG-y,ql� CID Q:z 3 " LU No. C 34975 m FOFCAI.�F�(!/3D�� r FILE WEC and Associates, Inc. '1 May 30, 203 City of Cupertino Community Development Building Division 10300 Torre Avenue Cupertino, CA 95014-3202 Subject: Survey Report 20846 Dunbar Drive Cupertino, CA To Whom It May Concern: This letter is to confirm in writing that WEC and Associates, Inc provided a staking survey for the foundation line on the subject property. The stakes have been placed in accordance with the plans approved by the City of Cupertino both horizontally and vertically. The horizontal control is established by the county recorded tract map(s) and/or Record of Survey(s) and the monument line established along Dunbar Drive. We subsequently paid a site visit on 5/31/2013. From our professional point of view, the contractor formed the foundation walls in accordance with the horizontal setback requirement as shown on the city's approved plan. The finish floor elevation, based on the top of form measurement, is 103.0'. We make no walTanty, expressed or implied, as to the services rendered except that our services are performed in a manner consistent with that degree of care and skill ordinarily exercised by members of the same profession currently practicing under similar circumstances at the same time and in the same or similar locality. If you have any further questions regarding this matter, please contact me at your convenience. Sincerely, WEC and Associates, Inc. Yi-Ran Wu, PE., LLS 2625 Middlefield Road 4658 • Palo Alto, CA 94306 • Tel: 650-823-6466 • Fax: 650-887-1294 H 74.01' I I I � 04 I i A=3'50'48" TBM EL= 100.00 DUNBAR I I L=65.12' R=970.00' DRIVE STAKING DIAGRAM 2625 MIDDLEFIELD RD #658 TEL: (650) 823-6466 20846 DUNBAR DRIVE W E C PALO ALTO CA & ASSOCIATES PALO ALTO, CA 94306 FAX: (650) 887-1294 i' JAMES C. CHEN, C.E., S.E. 2881 Meddian Ave., #118 SAN JOSE, CA 95124 (408) 622 - 8251 N JOB NO. 1212 SHEET NO.—1 OF 3 (] DESIGN J. C. T� DATE 1/15113 �3baa�s�� STRUCTURAL CALCULATIONS slj8mjrlT%- PROPOSED RESIDENCE 20864 DUNBAR DRIVE apt CUPERTINO, CA 95014*' C�1P Sig op, Building �;ns^ g DePartrrten} - r��;}s-;�� ����' P 2 1201i� } - 3 REVIEWED FOR CODE COMPLIANCE/,�r�-� PROFESS! \ eviewed By. - Cc No. 2282 m r cPf9rF�RU�7llRP�a\Qy2z/3 �}��✓ OF CAl �F� JAMES C. CHEN, C.E., S.E. P. 0. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 JOB NO. SHEET N0. Pj OF _ DESIGN DATE +4 14� KOO F FM k JAMES C. CHEN, C.E., S.E. P. 0. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 ROOF LOADS: SLOPE ROOF: DEAD LOADS: CONCRETE TILE 112" PLYWOOD RAFTER & FRAMING MECH. & ELEC. INSULATION CEILING LIVE LOADS: TOTAL LOADS: RAFTER: -I L:= (14.5)•ft w:= (20 + 20)•b. Ibf ft2 M:= •w•L2 8 1 V.- —•w•L 2 TRY D. F. NO.2 • Sreqd :_ M Fb• 1.25.1.15 1.5•V Areqd :_ Fv• 1.25 10.0 PSF 1.5 2.0 0.5 1.5 2.5 DL = 18. 12. = 18 12 b := 2 -ft w=801bfft M = 2.1 x 1031bf -ft V = 580 Ibf Fb:= 875. Ibf in 2 Sregd = 20.06 in Areqd = 7.33 int JOB NO. SHEET NO. OF DESIGN DATE ROOF PITCH = 12: 3.5 S= 122+3.52= 12.5 Use 20 PSF 20 4U Fbr- Ibf Fv .= 95•— 2 �n E:= 1600000• Ibf in 2 USE 2X 10 { A:= 13.88•in2 SCF:= 21.39.1.1•in3= 23.53•in3 1:= 98.93•in4 ) e:= SwL e=0.5in L =346.14 < L 384•E•1 d 180 r 4t { JAMES C. CHEN, C.E., S.E. P. 0. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 RAFTER -2 L:= (10) -ft b:= 2 -ft lb_f w:= (20 + 20)•b• ft W=80 ft M:= 1 •w•L2 M= 1 x 1031bf-ft 8 V:= � w•L V = 400 lbf 2 TRY D. F. NO.2 Fb := 875. IV 1R 2 Sreqd := M Sreqd = 9.54 in Fb•1.25.1.15 Areqd := 1.5•V Aregd = 5.05 int Fv• 1.25 JOB NO. SHEET NO, 3 OF _ DESIGN DATE Fv:= 95•Ibf E:= 1600000-Ibf 2 m in 2 USE 2 X 6 { A:= 8.25•in2 SCF := 7.56.1.3•in3: 9.83•in3 P= 20.80-in4 5•w -L4 384 -E -T A = 0.54 in L = 221.87 A I L JAMES C. CH EN, C. E., S. E. P. O. BOX 20302 SAN JOSE, CA 95012 (408) 622 - 8251 HIP -1 Ll := 13 -ft L:= 1.414 -Li w:= (20 + 20)•lb3 ft w1 :_ W L1 2 1 2 1.414 M:= .1283• wl•L•L 2 wl•L I RI .- 2 3 wl•L 2 R2.= 2 3 L= 18.38 It Ibf wl =367.75` ft M = 7.97 x 10 3 lbf-ft RI = 1.13 x 103Ibf JOB NO. SHEET NO. VA. OF _ DESIGN DATE 11 R2 = 2.25 x 103Ibf QM TRY 2.0E PARALLAM d := 12 Fb := 2900. ]bf 121 Fv .- 290 Ibf int d it int Sreqd := M Sreqd = 26.39 in Fb• 1.25 1.5•R2 Areqd :_ ', Areqd = 9.32 in Fv• 1.25 Z USE PARALLAM 3 1 A:= 39.38•in2 S:= 73.83-in3 HIP -2 L1 := 9 -ft L:= 1.414 -LI L = 12.73 ft Ibf w:= (20 + 20).-s ft R1 Flt E:= 2000000.1bf int 1:= 415•in4 ) L1 I Ibf wl :- w•-•2• wl = 254.6- 2 1.414 ft M := .1283•(wz L)•L M = 2.65 x 103lbf•ft wl•L I R] :_ R1 = 54016f 2 3 R2.- wl•L 2 R2= 1.08 x 103Ibf 2 3 Ibf Ibf Fv TRY 2 - 2 X DF # 2 Fb := 875• := 95. in in M Sreqd := Sreqd = 29.02 in3 Fb• 1.25 Aregd := 1.5-R2 Arend = 13.64 inz Fv• 1.25 USE 2 X 10 ( A:= 13.88•in' SCF:= 21.39.1.1 -in = 23.53•inI 1: 98.93•in4 } I k JAMES C. CHEN, C.E., S.E. P. O. BOX 20302 SAN JOSE, CA 95012 (408) 622 - 8251 HIP -3: LI := 7.25 -ft L:= 1.414•L1 L = 10.25 ft lbf w:= (20 + 20) - ft wl := W. Ll 1 wl = 102.55 Ibf 2 1.414 ft 2•L1 I Ibf w2 := w• w2 = 205.09 - 2 1.41}4 }} ft M:= .1283 f w� LJ•L + .1283•�w�'LJ L M = 2.07 x 103lbf ft wI •L 2 w2•L 2 3 RI :_ •- + •- RI = 1.05 x 10 lbf 2 3 2 3 R2.- w2•L 1 + wl•L 1 R2 525.62 IV 2 3 2 3 TRY 2 - 2 X DF # 2 Fb := 875, Ibf .2 in JOB NO. SHEET NO. k=52 OF DESIGN DATE w1 1.1 IV Fv := 95-- .2 in Sregd:= M Sreqd = 22.75in3 Fb•1.25 1.5•[ Rl - (wI + w2). ft 2 Areqd:- Areqd = 9.34 in Fv 1.25 USE 2-2X10 ( A:= 13.88.2-in2 SCF := 21.39 -1.1 -2 -in-!= 23.53.2•in3 M.11C LI:=6•ft L:=LI.1.414 L=8.48ft w:= (20+ 20)• Ibf ft wl W, L1 I wl = 84.87 lbf 2 1.414 ft 7 -ft f Ibf 2 1.414 ft M := 0.1283•(w2•L} L + I .w1 •L2 M = 1.22 x 103lbf•fl 2 J 8 1 RL := w2•L • 1- + I -wl •L RL = 500 lbf 2 3 2 RR:= w2 L-2 + I -wl-L RR= 640 Ibf 2 3 2 Try 2 - 2 X DF # 2 Fb := 875• Ibf Fv := 95. lbf 2 in2 Srcqd NI Sregd = 13.39in3 Fb• 1.25 Areqd:- 1.5• [ RR - (w] + w2) -fl ] Areqd = 5.76 in Fv-1.25 USE 2-2X10 ( A:= 13.88.2-in2 SCF:= 21.39.1.1.2•io= 23.53.2•in3 1.= 98.93.2•in4 ) 11 R1 1:= 98.93.2•in4 ) R2 0 JAMES C- CH EN, C. E., S. E. P. O. BOX 20302 SAN JOSE, CA 95012 (408) 622 - 8251 HIP - 5: L1 := 8 -ft L:= L1.1.414 L= 11.31 ft Ib� w:= (20 + 20)- ft 2.5 -ft 1 lbf wl :_ W, wl = 35.36 2 1.414 ft 16 -ft 1 lbf w2:= w. w2 = 226.31 2 1.414 ft M := 0.1283.0 L) -L + ' •wl-L2 M = 2.42 x 1031bf•f3 2 % 8 w2•L 1 I RL.= + -wl-L RL = 626.67 lbf 2 3 2 RR:= w2•L 2 + t •wl-L RR= 1.05 x 103lbf 2 3 2 Try 2 - 2 X DF # 2 Fb := 875• lbf . 2 Sreqd := M In Sreqd = 26.59 in3 Fb• 1.25 1S -[RR — (wl + w2) -ft] 2 Aregd := Aregd = ] 0 in Fv 1.25 JOB NO. SHEET NO. OF DESIGN DATE 11 Fv := 95• lbf In 2 Rl USE 2-2X10 ( A:= 13.88.2•in2 SCF := 21.39.1.1.2•in3 = 23.53.2-in3 1:= 98.93.2•in4 ) JAMES C. CH EN, C. E., S. E. JOB NO. P. O. BOX 20302 SHEET NO. OF SAN JOSE, CA 95160 DESIGN (408) 622 - 8251 DATE _ HIP -11 : L := 20.8641 Lc := 3.53 -ft 17.25 1 Ibf wi := 40• •2• — lbf wl = 487.98— L LG 2 1.414 ft ft L 1bF w2 w� w2 := wt. ( ) w2 = 417.35 L + Lc J ft PC 5.25. Pc :=(40. -lbf "")l2 1 Pc = 354.38 Ibf Mo 4 2 (W2'L)-L Mo := 0.1283 Mo = 1.17 x 104 Ibf • ft 2 712Ms: DL n Mn := Pc•Lc + •w2•Lc2 + 3 •(wI -• w2)•Lc2 Mn = 4.14 x 103lbf•ft 1f] V2 V3 RL AR MnDL:= Mn -j 20) MnDL = 2.07 x 103lbf-ft 40 Mp := Mo - 2 MnDL Mp = 1.06x 10 4 lbf • ft Vi := i •w2• L• - - Mn V I = 1.25 x 103 Ibf 2 3 L V2 :� !-w2-L.2 + Mn V2 = 3.1 x 103lbf 2 3 L V3:= Pc+ 2-(wl + w2) -Lc V3 = 1.95x 103tbf RL := VI RL = 1.25 x 103Ibf RR := V2 + V3 RR = 5.05 x 103Ibf TRY 2,0E PARALLAM d:= 12 ' 1 Fb := 2900• lbf —•( 12)0'Fv := 290• [bf -- E:= 2000000• Ibf — int d int int Mp Sreqd := Fb• 1.25 Sreqd = 35.141n3 Arcqd := V2 Areqd = 8.55 int Fv• 1.25 USE PARALLAM 3 1/2 X9 1J4 ( A:= 32.38•in2 S:= 49.91•in3 1:= 231 -in a CHECK DEFLECTION AT OVERHANGING END: 7 w t + w2 Lo L + Lc L3• Lc PC. Lc (L + Lc) 2 ( ) 2 20 L 3 dLL :_ + -- -- - - --- DLL = -0.19 in --� _ -1.32 x 10 3•E-1 24•E.I 24•&I 40 ALL CHECK DEFLECTION AT MID -SPAN: 5-�w2•L a wt + w2 2 2 5• -- 2 •Lc •L ALL := ---- - Pc• Lc L - — 0 ALL = 0.76 in L = 331,52 OK 3R4•E•i 16•E•1 32,E-1 40 ALL A JAMES C. CHEN, C.E., S.E. P. O. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 HIP - 12, NOt U �8D L1 12.5 -ft L:= LI.1.414 w:= (20 + 20), Ibf ft wl := W. L1 1 2 1.414 w2:= N, 2 -ft 1 2 1.414 M:= 0.1283. w2. L� L + ! •w] -L2 2 8 RL:= w2,L 1 + I •wl-L 2 3 2 RR:= w2•L 2 + I •wl•L 2 3 2 TRY 2.0E PARALLAM d:= 12 L = 17.68 ft wl = 176.8 Ibf ft w2 = 28.29 Ibf ft M = 7.47 x 103lbf-ft RL = 1.65 x 103Ibf RR = 1.73 x 103lbf JOB NO. SHEET NO. OF DESIGN DATE 1i r[L lbf ( 12)0.111 Ibf Ibf Fb := 2900•—• Fv := 290•— E := 2000000•' int d int in Sreqd := M Sreqd = 24.73 in3 Fb• 1.25 1.5•[ RR — (wl + w2) -ft] 2 Areqd := Areqd = 6.31 in Fv• 1.25 USE PARALLAM 3 1/2 X 9 1142 3 4 ) ( A:= 32.38 -in S:= 49.91 -in I:= 23l•in HIP -13: L1 := 8.5 -ft L:= 1.414 -LI L= 12.02 ft lbz L1 w:= (20 + 20)• ft Ll l Ibf wl := W. wl = 120.23 2 1.414 ft 2'LI I Ibf w2:= w. w2 = 240.45 2 1.414 ft w1 LIL x w2 L � M:= .1283•rw� + .1283• LM =3.34x 103Ibf-ft / wl•L 2 + w2•L 2 R1 :_ •— RI = 1.44 x 103Ibf W2 R1 2 3 2 3 w2•L 1 wl•L I R2:= + R2 = 722.5 Ibf 2 3 2 3 TRY 2 - 2 X DF # 2 Fb := 875• lbf Fv .= 95. Ibf 2 2 in in Sreqd := M Sreqd = 36.67 in Fb• 1.25 1.5•[ R1 — (wl + w2)•ft] 2 Areqd := Areqd = 13.7 in Fv• 1.25 USE 2 - 2 X 10 ( A:= 13.88.2-in2 SCF:= 21.39.1.1.2•in= 23.53.2•in3 1:= 98.93.2•in4 ) 0 A JAMES C. CHEN, C.E., S.E. P. 0. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8257 HIP -14: Ll := 10.5•ft L:= 1.414•L1 w:= (18.5 + 20). IV ft L1 1 wl .- w-2- 2 2 1.414 M:= .1283• wl•L2 • L wl•L I R I ._ — 2 3 wl-L 2 R2.- •— 2 3 TRY 4XDF#7 M Sreqd :_ Fb• 1.25 1 Aregd :_.5• R2 Fv 1.25 L = 14.85 ft Ibf w 1 = 285.89 — ft M = 4.04 x 103lbf-ft Rl = 707.44lbf R2 = 1.41 x 103lbf Fb 1000•lbf inZ Sreqd = 38.81 in3 Aregd = 17.87 int JOB NO. SHEET N0. OF DESIGN DATE 1 '1 Fv := 95• lbf in KI USE 4 X 8 ( A.= 25.38 -int SCF := 30.66.1.3•in3 = 39.86 -in 3 1:= 111.15-in4 ) R2 0 JAMES C. CH EN, C. E., S. E. P. O. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 RB -1: JOB NO. SHEET NO. O OF _ DESIGN DATE L:= 13 -ft Li:= 6.5 -ft L2:= L—L1 L2=6.5ft %v:=[5,(12)].IV w=30 IV 2 ft ft P := 20 + 20 , 6.5.6.5 2 2 + 6.5.13 ? IV P = 1.69 x 1031bf ( } 2 3 2.2 .3). RL := Lw•L + P. L2 RL = 1.04 x 103 Ibf 2 L RR :_ Lw•L + P. L I RR = 1.04 x 1031bf 2 L M := RR -L2 - 1 •w•L22 M = 6.13 x 1031bf•ft 2 Try 4 X DF # 1, Fb := 1000. Ibf Fv 95. Ibf in 2 in 2 Sregd := M Sregd = 58.81 in Fb- 1.25 t.5- (RL - w• ft) 2 Areqd :� Areqd = 12.76 in Em mmorlmm USE 4 X 10 ( A := 32.38•in2 SCF := 49.91.1.2•in3= 59.89•in3 I := 230.94. in' } RB - 2: L:= 1241 LI := 6 -ft L2:= L - LI L2 = 6 ft W.= 1 L5•(6 I]• 1 ft w= 15 1bfft HIP -4 P:= F(20 + 20)•x2.5.13 2 + 7 -8� + 6401•1bf P = 1.85 x 1031bf 4 4 RL:= � —w -L + P•L2 RL= 1.02 x 103 1b 2 L RR:= �•w•L+P•L1 RR= 1.02x 103 1bf 2 L M := RR. L2— 1 •w•L22 ,b1 = 5.82 x 103lbf•fl 2 Try 4 X DF # 1, Fb := 1000.1bf in 2 Sreqd := M Sreqd = 55.87in3 Fb-1.25 1.5 -(RL - w•ft) 2 Areqd := Areqd = 12.63 in Fv-1.25 Fv := 95• Ibf I ]1 2 me ■mOr�0 USE 4X10z 3 3 4 ( A:= 32.38 -in SCF:= 49.91•I.2•in = 59.89 -in 1:= 230.84•in ) JAMES C. CHEN, C.E., S.E. P. 0. BOX 20302 SAN JOSE, CA 85160 (408) 622 -8251 RB -11 : JOB NO. SHEET NO. OF DESIGN DATE L:= 2041 Ll := 12 -ft L2:=L-Ll L2=8$ (40.8.25 + 4.13111Ibf Ibf Ll L2 w:_2 ft ft 247.6 ft P HIP -13 P := (723.2)•1bf P = 1.45 x 1031bf RL RR RL .� I •w• L + P• L2 RL = 3.05 x 103 lbf 2 L RR := 1 . w•L + P• L1 RR = 3.34 x 103 Ibf 2 L r:= RL r = 12.34 ft Mmax at P w M:= RL -Ll - � •w•L12 M = 1.88 x'104lbf-ft 2 Ib? r 120 1 lbf lbf TRY 2.0E PARALLAM d := 12 Fb := 2900•-- •ll Fv := 290•- E:= 2000000•- in d int int Sregd := M Sregd = 62.32in3 Fb• 1.25 1.5•(RL - w• ft) 2 Aregd := Aregd = 11.61 in Fv• 1.25 USE PARALLAM 3 112 X 11 718 ( A:= 41.56•in2 S:= 82.26•in3 1:= 488.41•in4 ) P L12•L22 5 w•L4 L l ATL ,= + ATL = 1.31 in = 183.85 3-E•1•L 384•E•1 ATL 180 ALL .= ATL- 20 ALL = 0.65 in L = 367.7 < I OK 40 ALL 240 RB -12: L:= 18.5 -ft (40.16.5 lbF lbf W w:= 2 ft w = 330 ft RL := 2 •w• L RL = 3.05 x 103 lbf RL L RR RR := 1 -w•L RR = 3.05 x 103 lbf 2 M:= •w -L2 M = 1.41 x 104lbf-ft 8 Sreqd:= M Sreqd = 46.73in3 Fb• 1.25 Aregd := 1.5 -RL Aregd = 12-63 int Fv• 1,25 USE PARALLAM 3 112 X 11 718 ( A:= 41.56•in2 S:= 82.26•in3 1:= 488.41•in4 ) JAMES C. CHEN, C.E., S.E. P. O. BOX 20302 SAN JOSE, CA 95160 (408) 622 -B251 RB -13: L:= 12 -ft L 1 := 6 -ft L2:= L - Ll ibf w:= (40.2 + 15.2)• ft RB -12 P:= (3050)•lbf I L2 RL := — w•L + P-- - 2 L 1Ll r RR. —•w•L + P•— 2 L M:= RL -Ll - Lw-Ll2 2 TRY 2.0E PARALLAM Sreqd :_ M Fb• 1.25 Areqd :_ 1.5•(RL - w -ft) Fv• 1.25 L2=6ft ibf w= 110 ft P = 3.05 x 103 IV RL = 2.19 x 103lbf RR = 2.19 x 103 IV JOB NO. SHEET NOV OF _ DESIGN DATE m 3 M = 1.11 x 1041bf-ft d := 12 Fb := 2900• lbf ( 12) Fv := 290. Ibf int d int Sregd = 36.84 in USE PARALLAM 3 1/2 X 9 114 P•L12-L22 5•w•LQ ATL := + 3•E-I•L 384•E•1 ALL := ATL- 20 40 Areqd = 8.59 int E := 2000000. Ibf int ( A:= 32.38•in2 S:= 49.91-in3 1:= 231 -in 4 ) ATL = 0.52 in L = 275.99 < 1 ATL 180 ALL = 0.26 in L = 551.97 < I OK ALL 240 JAMES C. CHEN, C.E., S.E. P. O. BOX 20302 SAN JOSE, CA 95012 (408) 622 - 8251 JOB NO. SHEET NO. OF DESIGN DATE L:= 19 -ft S:= 33-5 H:= L•s H = 2.77 ft 2 12 LI := 3.7• ft L2:= L - Ll L2 = 5.8 ft H1 := L1•s Hl = 1.08 ft H2:= H - Hl H2 = 1.69ft H L3.= 6.5-11 w:= (40.2)• Ibf fl P:= [40•(9. 29.5 3 .2 + 6.38-2.2 2.2 + 4-19" J-Ibf P = 3.42 x 103 [40.( l PI := 149)].Ibf P1 = 1.08 x 103 IV . R:= w•L + P + P1 R = 3.55 x 103 Ibf 2 R•L - 0.5•w -L2 - PI -(L -- L3) q T := T = 1.59 x 10 Ibf H2 M:= R -LI -Lw-Ll 2 M = 1.26 x 1041bf•ft 2 o.ttt ( 12� TOP CHORD: TRY 2.0E PARALLAM d := 12 Fb := 2900• Ibf-• Fv := 290•IV- E:= 2000000• IV- inZ d inZ int Sregd:= M Sreqd = 41.68in3 1.25•Fb 1.5-(R - w•ft) 2 Areqd:- Areqd = 14.36 in ' 1.25•Fv USE PARALLAM 3 112 X 9 1142 3 4 { A:= 32.38. in S:= 49.91 -in 1:= 231•in } CHECK SHEAR IN JOINT: 9.-= atan(s) d:= 9.25 -in 5•d = 46.25 in Lc := Ll Lc = 46.25 in cos(9) V:= T•sin(B) b:= 3,5. in de d d 2 Lc > 5d fv := 3-V fv = 412.33 Ibf < Fv- 1.25.1.25 = 453.13 lbf OK 2-b•de int int BOTTOM CHORD: TRY 2 X DF NO.1 Ft := 675.111 Areqd := T Areqd = 18.83 int in 2 Ft. 1.25 USE 2-2X10 { A:= 13.88.2• int ) USE 7i8" � BOLTS P:= 3180•lbf q := 2400-Ibf Fn p q Fn = 3.1 x 103 Ibf p•sin{0}2 + q-cos(oY n:= T n = 4.1 USE (4) - � in Bolt SAY OK Fn- 1.25 8 JAMES C. CHEN, C.E., S.E. P. 0. BOX 20302 SAN JOSE, CA 96012 (408) 268 - 0612 TRUSS - 2: 15 3.5 L ._ -ft s .- 2 - 12 L1 := 3.7 -ft L2:= L - LI Hl := LI•s H1 = 1.08 fl w:= (40.2)• Ibfft P:= 40 7.5.6 + •2 7.5.7.5 -•2 •]b 4 2 3 P R:= w•L+- 2 R•L -- 0.5•w -L2 T:= JOB NO. SHEET NO. OF _ DESIGN DATE H.= L•s H=2.19ft L2 = 3.8 ft H2:= H - HI H2= 1.I1fl H H2 H1 L1 L2 L L f p = 1.95 x 103IV w p12 R = 1.57 x 103lbf C T T = 8.63 x I031bf 1lL M := R•Ll - ` w•Ll2 M = 5.28 x 103lbf•ft 2 Ibf ( 12)0.111 Ibf IVTOP CHORD: TRY 2.0E PARALLAM d:= 12 Fb := 2900•-• Fv := 290•- E:= 2000000•--- in d int int Sreqd := M Sregd = 17.48 in 1.25•Fb Arcqd :- 1.5•(R - w•fl) Arcqd = 6.19 in 1.25 • Fv USE PARALLAM 3 112 X 9 114 ( A:= 32.38•in2 S.= 49.91•in3 1:= 231 •in4 ) CHECK SHEAR IN JOINT: 0 := atan(s) d:= 9.25 -in V:= T-sin(0) b:= 3.5in Lc > 5d BOTTOM CHORD: Areqd :_ T Ft. 1.25 fv :_ 3•V 2•b -de 5•d = 46.25 in Lc := LI Lc = 46.25 in cos(o) d de.- 2 fv = 223.86 Ibf < Fv• 1.25.1.5 = 543.75 Ibf OK 2 m in 2 TRY 2 X D F N0.1 Ft := 675. I b f 2 Areqd= 10.23 in' in USE 2-2X10 ( A:= 13.88.2•in2 ) USE 718" � BOLTS p:= 3180.lbf q := 1260• IV Fn := P q p•sin(6)2 + q•cos(0)2 Fn • 1.25 Fn = 2.84 x 103 IV n = 2.43 USE (.i) - 7 -in � (Solt JAMES C. CHEN, C.E., S.E. P. O. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 JOB NO. SHEET NO. -P OF _ DESIGN DATE 2W FL . 1� LOW'rgl Mp--R'H'4 PL.I�j JAMES C. CHEN, C.E., S.E. P. O. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 FLOOR FRAMING: FLOOR LOADS: DEAD LOADS: FRAMING 314" PLYWOOD INSULATION MECH. & ELEC. MISC. LIVE LOADS TOTAL FJ -1: Max. L = 16 ft max. 3.0 PSF 2.5 1.0 1.0 2.5 10.0 PSF 40.0 50.0 PSF Use 2x12@16"O.C. JOB NO. SHEET NO. --P 7- OF DESIGN DATE JAMES C. CH EN, C. E., S. E. P. 0. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 FB - 1: L.= 13 -ft LI := 9.75 -ft L2:= L – LI L2=3.25ft w := (50.1.33)•l ft w = 66.5 lbf ft wDL:= (50.1.33)• lbf wDL = 66.5 lbf ft ft TRUSS -1 JOB NO. SHEET NO.OF DESIGN DATE P:= L�15.8.5 + 40. 10 1.33 + 3550 lbf P = 3.99 x 103lbf 2 PDL:= C 15.8.5 + 20• Z 1.33 + 3550.40]•Ibf PDL = 2.08 x 103lbf RL:= - .w•L + P.L2 RL = 1.43 x 103lbf 2 L RR := I —w -L + P- LI RR = 3.42 x 103lbf 2 L r:= RL r = 21.48 ft Mmax @ P w mm M:= RL -LI – � •w•Ll2 M = 1.08 x 104lbf •ft 2 TRY 2.0E PARALLAM d := 12 Fb := 2900• Ibf—•(12)'- " Fv := 290• lbf --- E:= 2000000• lbf — in d int int Sreqd := R1 Sreqd = 44.56 in Fb 1.5•(RR – w• ft) 2 Areqd := Aregd = 17.35 in Fv USE PARALLAM 3 112 X 11 114 ( A:= 39.38•in2 S:= 73.83•in3 1:= 415-in4 ) 2 ATL:= P•L1•L2� 4 + 5•w-LATL = 0.27 in L = 588.41 < I 3•E•I•L 384-E•I ATL 240 (P – PDL) -L12 L22 5•(w – wDL)•L4 L3 1 ALL := + ALL = 0.1 in = 1.53 x 10 < OK 3 • E• 1• L 384-E-1 ALL 360 JAMES C. CHEN, C.E., S.E. 2881 Meridian Ave., #116 SAN JOSE, CA 95124 (408) 622 - 8251 FB -2: JOB NO. _ SHEET NO. OF DESIGN DATE L:= 13.11 L1 := 9.75 -ft L2:= L - LI L2=3.2511 E.33 6 + 6 It lbf w:=[(40 + 10)• + 15.8.5 + (20 + 20) w = 400.75 2 2 ft 1.33 6 + 6 [bf lbf wDL := (10)•— + 10.8.5 + (20)• — wDL = 211.65 — 2 2 ft ft HIP -2 P:= (540)•lbf P = 5401bf PDL:= 540.20 •Ibf PDL =270lbf 40 RL := I •w•L + P. L2 RL = 2.74 x 103 Ibf 2 L RLDL :_ I •wDL•L + PDL- L2 RLDL = 1.44 x 103IV L LI RR := l .w•L + P. RR = 3.01 x 1031bf 2 L RRDL := 1 •wDL•L + PDL. Lr RRDL = 1.58 x 103lbf 2 L RL r:= r=6.84ft w M:= RL•r - 1 .w•r2 M = 9.37 x 103lbf-ft 2 MDL := RLDL•r - 1 •wDL•r2 3 2 MDL = 4.92 x 10 lbf-ft fb2 - I mo COMBINATIONS LOADS WITH OVERSTRENGTH FACTOR AT LINE 2 SHEET W2: LEI := 5 -ft LE2 := L - LEI LE2 = 8 ft PE := 1160•lbf PE = 1.16 x 103lbf LE2 RLE := PE. — L LEI RRE := PE• -- L ME := RLE -LEI SDs := 1.35 --See Sheet L3 RLE = 713.85 lbf RRE = 446.15 lbf ME= 3.57x 103lbf-ft Qo := 2.5 !-1:= 0 next page F;= 0 LE1 LE2 PE RLE FIR JAMES C. CH EN, C. E., S. E. JOB NO. _ 2881 Meridian Ave., #118 SHEET NO.F.!;:OF SAN JOSE, CA 95124 DESIGN (408) 622 - 8251 DATE (FB -2 CONT) tb2-2 5. (1.0 + 0.14SDs)D + H + F + 0.7 no QE RL5 :_ (1.0 + 0.14•SDs)•RLDL + 0.7-Qo•RLE RL5 = 2.97 x 103Ibf RR5 :_ (1.0 + 0.14•SDs) •RRDL + 0.7-Qo•RRE RR5 = 2.66 x 103lbf MS:= (1.0+ 0.14•SDs)•MDL + 0.7-Qo•ME M5 = 1.21 x 104lbf-ft 6. (1.0 + 0.105SIDs)D + H + F + 0.525 no QE + 0.75L + 0.75(Lr) RL6:= (1.0 + 0.105-SDs)•RLDL + 0.525•S2o•RLE + 0.75 -(RL - RLDL) RL6 = 3.56 x 103lbf RR6 := (1.0 + 0.105-SDs)•RRDL + 0.525•S2o•RRB + 0.75 -(RR - RR -DL) RR6 = 3.46 x 103lbf M6:= (1.0 + 0.105•SDs)•MDL + 0.525 -no -ME + 0.75•(M -- MDL) M6 = 1.36 x 104lbf -ft 8. (0.6 - 0.14SDs)D + 0.7 no QE + H RL8 :_ (0.6 + 0.14•SDs)•RLDL + 0.7-Qo•RLE RL8 = 2.39 x 103 IV RR8 :_ (0.6 + 0.14•SDs) •RRDL + 0.7.no. RRE RR8 = 2.03 x 1031bf M8:= (0.6 + 0.14 -SDs) -MDL + 0.7-Qo•ME M8 = 1.01 x 104lbf -ft RL6 - = 2.96 x 103Ibf > RL = 2.74 x 103Ibf 1.2 RR6 = 2.88 x 103IV< RR = 3.01 x 103 lbf 1.2 M6 - 1.14 x 104lbf -ft > M = 9.37 x 103lbf -ft 1.2 0.1 1 Fv := TRY 2.0E PARALLAM PSL d := 12 Fb := 2900•---• Ibf 12} 290•lbf - E:= 2000000•lbf--- in2 d /I int int Sreqd .= M6 Sreqd = 47.02in3 Fb• 1.2 1.5 -(RR- w. ft) 2 Areqd := Aregd = 13.5 in Fv USE PARALLAM 3 112 X 11 1142 3 ( A:= 39.38 -in S:= 73.83•in a 1:= 415 -in ) P L12 L22 5 w L4 L ATL := + ATL = 0.34 in = 459.87 3-E•I•L 384•E•1 ATL (P - EDL)•Ll2•L22 5•(w - wDL)-L� L ALL := + ALL = 0.16 in = 969.66 OK 3• E-1• L 384• E. I ALL JAMES C. CHEN, C.E., S.E. 2881 Meridian Ave., #118 SAN JOSE, CA 95124 (408) 622 - 8251 JOB NO. _ SHEET NO.Vl, OF DESIGN DATE FB -3: fb3 — 1 L:= I1 -ft L1 := 2 -ft L2:= L—L1 L2=9ft Ll L2 [(40 1.33 6+6 ItIbf wP w:= + 10)• 2 + 15.8.5 + (20 + 20)• 2 ]• i w = 460.75 $ 4 10 1.33 6 + 6 Ibf IV RL RR wpL := (10)• 2 + 10.8.5 + (20)• 2 ft wDL = 211.65 R HIP -2 P:= (540)• Ibf P = 540 IV PDL :=: (540- 0-11bf PDL = 270 Ibf 40) RL := � —w•L + P. II— RL = 2.65 x 103 lbf 2 L RLDL :_ •wDL•L + PDL- L2 RLDL = 1.38 x 103IV L Ll RR := l —w•L + P. RR = 2.3 x 1031bf 2 L RRDL :_ 1 •wDL•L + PDL- LI RRDL = 1.21 x 103 IV 2 L RR r: — r=5.74ft w M:= RR•r— 1 .w -r M = 6.61 x 1031bf•ft 2 MDL := RRDL•r — - •wDL•rz MDL = 3.48 x 103 2 1bf ft COMBINATIONS LOADS WITH OVERSTRENGTH FACTOR AT LINE 2. SHEET W2.- LEI 2:LEI := 7 -ft LE2 := L — LEI LE2 = 4 ft PE := 1160• Ibf LE2 RLE := PE. L RRE.- PE. LE! L ME:= RLE -LEI SDs := 1.35 -- See Sheet L3 PE= 1.16x 1031bf RLE = 421.82 Ibf RRE = 738.18 Ibf ME= 2.95x 1031bf•ft Qo := 2.5 H:= 0 F-.= 0 next page LE1 LE2 PE RLE RRE JAMES C. CH EN, C. E., S. E. 2881 Meridian Ave., 9118 SAN JOSE, CA 95124 (408) 622 - 8251 (FB -3, CONT) : JOB NO. SHEET NO..jq OF DESIGN DATE 5. (1.0 + 0.14SDs)D + H + F + 0.7 no QE RLS := (1.0 + 0.14•SDs)•RLDL + 0.7.Oo•RLE RR5:= (1.0+ 0.14•SDs)•RRDL+ 0.7-Qo•RRE M5 := (1.0 + 0.14.SDs) •MDL + 0.7-Qo•ME 6. (1.0 + 0.105SDs)D + H + F + 0.525 fPo QE + 0.75L + 0.75(Lr) RL6:= (i.0+ 0.105-SDs)•RLDL + 0.525-Qo- RLE + 0.75•(RL- RLDL) RR6 :_ (1.0 + 0.105•SDs)•RRDL+ 0.525-0o•RRE + 0.75•(RR- RRDL) M6:= (1.0+ 0.105•SDs)•MDL + 0.525.Oo•ME+ 0.75•(M -- MDL) 8. (0.6 - 0.14SDs)D + 0.7 no QE + H RL8 := (0.6 + 0.14-SDs)•RLDL + 0.7-Qo•RLE RR8:= (0.6+ 0.14-SDs)-RRDL+ 0.7-S2o•RRE MS := (0.6 + 0.14•SDs)•MDL + 0.7.Qo•ME RL6 =2.57x 103lbf < RL = 2.65 x 103 lbf 1.2 RR6 _ 2.64 x 103 Ibf > RR = 2.3 x 103 lbf 1.2 M6 =8.5x 1031bf-ft > M=6.61x 103lbf-ft 1.2 fb3-2 RL5 = 2.38 x 103lbf RR5 = 2.73 x 103 lbf M5=9.3x 103lbf-ft RL6 = 3.08 x 103 lbf RR6 = 3.17 x 103 lbf M6 = 1.02x I04lbf-ft RL8 = 1.83 x 103lbf RR8 = 2.25 x 103 lbf M8 = 7.91 x 103lbf-ft Ibf (12)0'I t t TRY 2.0E PARALLAM PSL d:= 12 Fb := 2900•--• Fv := 290•lbf - E:= 2000000• lbf - in2 d in in Sreqd := Fb• 1.2 Sregd = 35.16 in3 1.5•(RR - w•ft) 2 Areqd := Aregd = 8.2 in Fv• 1.2 USE PARALLAM 3 112 X 11 114 ( A:= 39.38-in2 S := 73.83-in3 1:= 415-in4 ) 2 ATL := P-LI•L22 + 5•w•L4 ATL = 0.17 in L = 776.04 3•E•I•L 384 -E -I ATL ALL := + (P -PDL) L12•L22 5-(w - wDL) L4 ALL = 0.08 in L = 1.64 x 103 OK 3•E -I -L 384.E•I ALL JAMES C. CHEN, C.E., S.E. P. O. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 F13 - 4 L:= 11 -ft Ll := 7.5 -ft L2:= L – Ll lbF ft HIP -1 P:= (1330 + 600)-Ibf 1 L2 RL:= — w•L+ P.- 2 L RR := - • w• L + P.Ll 2 L RL r:= — w M:= RR - L2 — 1 w• L22 2 Try 4XDF#1, M Sreqd :_ Fb, Areqd :_ 1.5 -(RL — w•ft) Fv JOB NO. SHEET NO.� OF DESIGN DATE L2 = 3.5 ft w = 66.5 Ibf ft P = 1.93 x 103lbf RL = 979.84 Ibf RR = I.68 x 103 Ibf r = 14.73 R Mmax at P M = 5.48 x 103lbf•ft - Fb := 1000• IV in 2 Sregd = 52.59 in Aregd = 11.54 int =0 Fv := 95. IVin 2 USE 4 X 12 ( A:= 39.38•in2 SCF := 73.83 -1.1 -in 3= 81.21•in3 1:= 415.28•in4 ) JAMES C. CH EN, C.E., S.E. P.O. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 FB -5: JOB NO. SHEET NO.� OF DESIGN DATE L:= 12 -ft L1 := 6 -ft L2:= 3.5 -ft L3:= L — Ll —L2 L3=2.5ft lbf lbf w:= (50. 25)- w = 587.5 .5bf lbf l wDL :_ �10.2 wDL = 117.5 J ft ft FB -2 F B-3 P[ :_ (2740 + 2300)•Ibf PI = 5.04 x 103 lbf PIDL:= (1440 + 1210)•Ibf PIDL = 2.65 x 103lbf F&1 FB -4 P2:= (1430+ 1680)-Ibf 3 P2 = 3.11 x 10 lbf P2DL :_ (950 + 840)•lbf P2DL = 1.79 x I03lbf RL := _. w -L + Pl. L2 + L3 + P2• L3 2 L L RLDL :_ - •wDL-L + P l DL• L2 + L3 + P2DL• L3 2 L L RR:= .w•L+PI-L-1 +P2.LI+L2 2 L L RRDL:= _. wDL•L + P1 DL - Ll + P2DL LI + L2 2 L L RL — PI r:= w I M := RL -Ll — —.w -L12 2 TRY 2.0E PARALLAM Sreqd := F8 Areqd1.5 -(RL — w•ft) :_ _ RL = 6.69 x 103 lbf RLDL = 2.4 x 103 lbf RR = 8.51 x 103 lbf RRDL = 3.45 x 103 lbf mmm r = 2.81 ft Mmax @P1 M=2.96x 104lbf-ft d := 12 Fb := 2900• lbf r 12� Fv := 290- lbf int 4\ d int Sreqd = 122.41 in Areqd = 31.58 int E:= 2000000• lbf in 1 Y USE PARALLAM 7 X 11 114 ( A 78.75-in2 S:= 147.66•in3 I:= 831 -in 4 ) Pl-Ll2•(L2+ L3)2 P2 -(LI + L2)2•(L3)2 5 -w -L4 L ATL := + + ATL = 0.4 in = 356.23 3•E -1•L 3•E -1-L 384•E•I ATL ALL,_ (PI — PIDL)-LI2•(L2+ L3)2 + (P2 — P2DL)•(L1 + L2)2•(L3)2 + 5-(w — wDL)-L4 3 -E -1-L 3•E -1•L 384•E•1 ALL. = 0.24 in L = 592.84 CCK ALL JAMES C. CHEN, C. E., S. E. P. 0. BOX 20302 SAN JOSE,CA 95160 (408) 622 - 8251 2=4 JOB NO. SHEET NO._t�O OF_ DESIGN DATE L:= 20 -ft L I := 7.5 -ft L2:= 9.5 -ft L3:= L - Ll - L2 L3 = 3 ft w:= (50-1.33). lbf w = 66.5 lbf ft ft wDL:= (10. 1.33) - lbf wDL = 13.3 Ibf 8-20) 3 Pi P2 Pl 50 - Ibf PI = 2 x 10 Ibf w PIDL:= Pl. I0 PI DL = 400 lbf .0 RL �. RR 50 4 P2 := (50 + 15-8.5 + 40. 2) 1.33. Ibf P2 = 342.48 IV 4 P2DL:= 10 + 15-8.5 + 10- . 1.33-lbf P2DL 209.48 Ibf 2) 1 L2 + L3 L3 3 RL:= - w -L + Pl- + P2-- RL = 1.97 x to lbf 2 L L RLDL:= I -wDL-L + PI DL- L2 + L3 + P2DL- L3 RLDL = 414.42 lbf 2 L L I Ll Ll + L2 3 RR:= - w -L + Pl. + P2. RR = 1.71 x 10 lbf 2 L L RRDL:= I -wDL-L + PIDL. Ll + P2DL- Ll + L2 RRDL = 461.05 lbf 2 L L r:= RL - PI r = -0.51 ft Mrnax @ Pl w M:= PL -L I - I -w-Ll 2 M = 1.29 x 10 4 Ibf -ft 2 lbf.(- IV Ibf TRY 2.OE PARALLAM d 12 Fb := 2900. 12)0 F,:= 290. E:= 2000000 - in 2 d in 2 in 2 Sreqd - m Sreqd 53.29 in 3 Fb Areqd:- 1.5 -(RL - w -ft) Areqd 9.83 in 2 Fv USE PARALLAM 5 114 X 11 114 A:= 59.06 -in 2 S:= 110.74 -in 3 1:= 623 -in 4 2 2 2 2 4 ATL:= Pl-Ll .(L2 + L3) + P2 -(LI + L2) . (L3) I 5 -w -L ATL = 0.62 in L = 387.71 3 -E -I -L 3 -E -i -L 384-E-1 ATL (Pi - PIDL).Ll 2. (L2 + L3) 2 (P2 - P2DL)-(Ll + L2)2. (L3)2 5-(w - wDQ-L� ALL:= + - + 3 -E -T -L 3-E-1-1, 384-E-[ ALL = 0,49 in L = 493.07 OK ALL JAMES C. CH EN, C. E., S. E. P. O. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 FB -7: JOB NO. SHEET NO. OF DESIGN DATE L:= 2.9 -ft Ll := 0.75•ft L2:= 1 -ft L3:= L — Li —L2 L3= 1.15 ft Ibf lbf w :_ (50.23.5 ). w = 587.5 2 ft ft lbf Ibf wDL := 10.23.5 wDL = 117.5 2 ft ft FB -4 P1 :_ (1680)-Ibf PI = 1.68 x 103lbf P1DL :_ (840)•Ibf P1DL = 840 lbf FB -1 FB -4 P2:= (1430 + 1680)-Ibf 3 P2 = 3.11 x 10 lbf P2DL :_ (950 + 840)-Ibf P2DL = 1.79 x 103lbf RL:= - .w•L + PI • L2 + L3 + P2 L3 2 L L RLDL := 1 wDL-L + P1DL. L2 + L3 + P2DL L3 2 L L Ll RR:= l •w•L + PI. + P2. L1 + L2 2 L L RRDL :_ — wDL•L + P1 DL- L1 + P2DL• L] + L2 2 L L RR — P2 r:= w M:= RR - L3 — '-w-L3 2 M = 3.25 x 103 Ibf-ft 2 TRY 4 X DF # 1 Fb := 1000. Ibf Fv := 95 IV 2 in in 2 Sreqd := M Sreqd = 38.99 in Fb 1.5. (RR — w- ft) 2 Areqd := Aregd = 40.67 in Fv RL = 3.33 x 103lbf RLDL = 1.5 x 103IV RR = 3.16 x 103Ibf RRDL = 1.47 x 103lbf r = 0.09 ft Mmax @P2 E:= 2000000-Ibf in 2 USE 4 X 12 ( A:= 39.38•in2 SCF := 73.83.1. [-in 3= 81,21•in3 I:= 415.28•in4 ) JAMES C. CHEN, C.E., S.E. 2881 Meridian Ave., #118 SAN JOSE, CA 95124 (.408) 622 - 8251 L:= 20•ft L1 := 2 -ft L2:= 5.5 -ft L3.= 9.5 -ft L4:= L - Ll - L2 - L3 L4= 3 ft bf w := 50- 2 1.33 + I5.8.5 + 40• 2 �- ft 10+2 Ibf Iw = 400.75 $ 1.33 10+2 11 IV wDL := 10• + 15.8.5 + 20• •- wDL = 254.15 — 2 2 i ft HIP -13 PI {1440)•lbf PIDL:= �1440.20�-Ibf 40 P2:= 50• 6.20^ -Ibf 4 JOB NO. _ SHEET NO.LaOF DESIGN DATE fb8 - 1 man P 1 = 1.44 x 1031 bf P 1 DL = 720 Ibf. P2= 1.5x 103IV 6.20 P2DL := 10• 4 Ibf P2DL = 300 Ibf NIP -1 P3 := (I130)•Ibf P3 = 1.13 x 103Ibf P3DL:= �1130.20� Ibf P3DL = 565 Ibf 40 1 L2 + L3 + L4 L3 + L4 L4 3 RL := --w• L + P l + P2- + P3-- RL = 6.41 x 10 Ibf 2 L L L RLDL :_ I •wDL• L + P I DL- L2 + L3 + L4 + P2DL• L3 + L4 + P3DL• L4 RLDL = 3.46 x 103 Ibf 2 L L L I LI L1+L2 LI+L2+L3 3 RR:= -•w•L + PI-- + P2• + P3- RR = 5.67 x 10 Ibf 2 L L L RRDL :_-•wDL•L + P 1 DL- L1 L1+L2 LI+L2+L3— + P2DL• + P3DL• RRDL = 3.21 x 10 3 lbf 2 L L L RR - P3 r := r = 11.34 ft w M:= RR -r-- . w•r - P3•(r- L4) M = 2.92 x 104Ibf -ft 2 MDL := RRDL•r - I-wDL•r2 - P3DL•(r - L4) MDL = 1.53 x 104lbf-ft 2 next page JAMES C. CH EN, C. E., S. E. 2881 Meridian Ave., #118 SAN JOSE, CA 95124 (408) 622 - 8251 FB - 8 CONT. JOB NO. _ SHEET NO.TUOF DESIGN DATE fb8-2 COMBINATIONS LOADS WITH OVERSTRENGTH FACTOR AT LINE 5, SEE SHEET W5 : LEI := 7 -ft LE2:= 5.5 -ft L'E1 LE2 LE3 LE3 := L - LEI - LE2 LE3 = 7.5 ft P E1 PE2 PE2 := 3220-lbf PE2 = 3.22 x I03lbf 10 RL E RRE PEI :_ -PE2 PEI =-3.22 x 1031bf RLE := PEI. LE2 + LE3 + PE2 LE3 RLE _ -885.5 Ibf L L RRE := PEI . LEI + PE2 LEI + LE2 RRE = 885.5lbf L L ME:= RLE -LEI ME= -6.2x 103lbf•ft ME := RRE-LE3 ME= 6.64x 103 Ibf •ft SDs := 1.35 --See Sheet L3 Qo := 2.5 H:= 0 F:= 0 5. (1.0 + 0.14SDs)D + H + F + 0.7 no QE RLS:= (1.0+ 0.14•SDs)•RLDL + 0.7.0o. RLE RL5 = 2.57 x 103lbf RR5 :_ (1.0 + 0.14•SDs)•RRDL + 0.7.0o•RRE RR5 = 5.36 x 103lbf M5:= (1.0 + 0.14•SDs)•MDL + 0.7-Oo•ME M5 = 2.98 x 104lbf•ft 6. (1.0 + 0.105SDs)D + H + F + 0.525 no QE + 0.75L + 0.75(Lr) RL6 :_ (1.0 + O.105•SDs)•RLDL + 0.525.0o•RLE + 0.75•(RL - RLDL) RL6 = 5 x 103lbf RR6:= (1.0 + 0.105•SDs)•RRDL + 0.525.Oo•RRE + 0.75•(RR - RRDL) RR6 = 6.67 x 103 Ibf M6:= (1.0 + 0.105•SDs)•MDL + 0.525.Oo•ME + 0.75•(M - MDL) M6 = 3.66 4lbf-ft 8. (0.6 - 0.14SDs)D + 0.7 no QE + H RL8 := (0.6 + 0.14•SDs).RLDL + 0.7.0o•RLE R18 = 1.18 x 103lbf RR8 :_ (0.6 + 0.14•SDs)•RRDL + 0.7.0o•RRE RR8 = 4.08 x 103IV M8:= (0.6 + 0.14-SDs)•MDL + 0.7-Qo•ME M8 = 2.37 x 104lbf•ft RLG - = 4.17 x 103 Ibf < RL = 6.41 x 103 lbf 1.2 RR6 = 5.56 x 103 Ibf < RR = 5.67 x 103lbf 1.2 M6 - 3.05 x 104lbf•ft > M = 2.92 x 104lbf-ft 1.2 next page JAMES C. CHEN, C.E., S.E. JOB NO. 2881 Meridian Ave., #118 SHEET NO,. OF SAN JOSE, CA 95124 DESIGN (408) 622 - 8251 DATE (FB -8 CONT.):_ fb8-3 TRY 2.0E PARALLAM PSL d := 12 Fb := 2900- 1 b --(12)0- " Fv := 290•ibf — E:= 2000000• lbf — in d int int Sregd := M6 Sreqd = 126.14 in Fb• 1.2 1.5•(RL - w•R) 2 Aregd := Aregd = 31.08 in Fv USE 2 - PARALLAM 5 114 X 11 114 ( A:= 59.06.2•in2 S:= 110.74.2•in3 1:= 623.2•in4 ) ATL.= Pl-Ll2•(L2 + L3 + L4)2 + P2 -(Ll + L2)2•(L3 + L4)2 + P3 -(Ll + L2 + L3)2•L42 + 5•w -L4 3•E -1•L 3•E-I•L 3-E•1•L 384•E•I L ATL = 0.79 in = 305.02 ATL ADL:- PIDL•L12•(L2 + L3 + L4)2 + P2DL•(L1 + L2)' -(L3 + L4)2 + P3DL•(L[ + L2+ L3)2•L42 + 5•wDL•L4 3•E•I•L 3•E•I•L 3•E -I -L 384•E•1 ADL =0.43 in ALL := ATL - ADL ALL = 0.36 in L = 664.01 OK ALL JAMES C. CHEN, C.E., S.E. P. O. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 FB -9: L:= 6.5 -ft L1 := 3.75 -ft L2:= L - L1 w := 50. 13 + 15.1 + 40.9 �. lbf 2 2 11 P:= (1710)•Ibf RL := - • w• L + P. L2 2 L RR:= 1 •w•L + P. Ll 2 L RL r:- w M := RL -LI - 1 •w•LIZ 2 TRY 4XDF#1 Sreqd := Fb Aregd ;_ 1.5•(RR- w•ft) Fv JOB NO. SHEET NO. -F4 OF DESIGN DATE Ll L2 L2=2.75ft P w w = 520 lb ft RL I RR P = 1.71 x 1031bf RL = 2.41 x 10lbf RR = 2.68 x 103 lbf r = 4.64 ft Mmax @ P M = 5.39 x 103lbf -fl Fb :_ 1000. lbf —2 in Sreqd = 64,73 in Areqd = 34.05 int Fv := 95. lbf in 2 USE 4 X 12 ( A:= 39.38 -int SCF:= 73.83.1.1•in3= 81.21-in3 1:= 415.28•in4 ) BUT USE PARALLAM 3 112 X 11 114 ( A:= 39.38•in2 S := 73.83•in3 1:= 415•in4 } JAMES C. CFI EN, C. E., S. E. P.O. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 FB -10: L:= 5 -ft L1 := 0.75•ft L3:= L — L1 — L2 20) lbf w := 50.2 ft lbf wDL :_ (10.1.33)• ft FS -6 P1 :_ (1970)•Ibf RB -1 P2:= 1040•lbf RL := L w• L + PI - L2 + L3 + P2 L3 2 L L RR:= Lw•L+Pl. Ll +P2 L1+L2 2 L L RL— PI r:= w M:= RL•r - — . w•r2 — P 1 •(r — L1) 2 TRY 4XDF#1 M Sreqd := Fb Areqd := 1.5•(RL — w- ft) Fv JOB NO. SFIEET NO. OF DESIGN DATE L2:= 3 -ft L3 = 1.25 ft w = 500 lbf ft wDL = 13.3 lbf L1 L2 L3 Pi P2 PI = 1.97 x 103 lbf w RL RR P2 = 1.04 x 103 lbf RL = 3.18 x 103 lbf RR = 2.33 x 103lbf r = 2.43 ft M = 2.95 x 103lbi•ft Fb := 1000. lbf Fv := 95- lbf in 2 in 2 Sreqd = 35.43 in Areqd = 42.39 int BUT USE PARALLAM 3 112 X 11 114 ( A:= 39.38•in2 S:= 73.83•in3 l:= 415•in4 JAMES C. CHEN, C. E., S. E. 2881 Meridian Ave., #118 SAN JOSE, CA 95124 (408) 622 - 8251 FB -11 : L:= 14.5• ft LI := 6 -ft L2:= 4 -ft L3:= L -L1-L2 w:= 050.1.33 + 15.8.5 + 40-�4 2 9�1 Ibftf wDL := 10.1.33 + 15.8.5 + 20• 4 2 9)� IV fflp-1 P1 := (I130)•Ibf PIDL:= PI.20 40 HIP -14 P2:= (1410.2)• Ibf P2DL := P2= 20 40 RL:= I•w•L+ PI• L2+ L3 + P2• L3 2 L L RLDL := I -wDL•L + P1DL• L2 + L3 + P2DL L3 2 L L RR:= I .w•L + PI. LI + P2. L1 + L2 2 L L RRDL:= I•wDL•L + PIDL-Ll + P2DL- Ll + L2 2 L L RL- PI r:= w JOB NO. _ SHEET NO.M OF DESIGN DATE L3 = 4.5 ft' w=4541ft wDL = 270.8 IV ft P1 = 1.13 x 103 lbf PIDL = 565lbf fbll - I P2 = 2.82 x 103Ibf P2DL = 1.41 x 103lbf RL = 4.83 x 103 Ibf RLDL = 2.73 x 103 IV RR = 5.7 x 103 IV RRDL = 3.17 x 1031bf r = 8.15 ft M - RL•r - I•w•r2 - PI -(r - LI) M = 2.18 x 10 lbf•ft 2 MDL := RLDL-r - I.wDL-rZ - PIDL-(r - L1) MDL = 1.21 x 1041bf-ft 2 COMBINATIONS LOADS WITH OVERSTRENGTH FACTOR AT LINE 2, SHEET W2: LEI := 10 -ft LE1 LE2 LE2 := L - LEI LE2 = 4.5 ft P E PE := 1 160• Ibf RLE RR RLE := PE. LE2 RLE = 360 Ibf L RRE := PE. LEI RRE = 800 Ibf L ME := RLE -LEI ME = 3.6 x 103lbf-ft next page JAMES C. CH EN, C. E., S. E. JOB NO. _ 2881 Meridian Ave., #118 SHEET NO.T11 OF SAN JOSE, CA 95124 DESIGN (408) 622 - 8251 DATE (FB - 11 CONT.)_ fbl I - 2 SDs := 1.35 --See Sheet L3 Do := 2.5 H := 0 F:= 0 5. (1.0 + 0.14SDs)D + H + F + 0.7 ,Do QE RL5 := (1.0 + 0.14•SDs)•RLDL + 0.7•Do•RLE RR5 := (1.0 + 0.14-SDs)•RRDL + 0.7•Do-RRE M5:= (1.0 + 0.14•SDs)•MDL + 0.7 -Do -ME 6. (1.0 + 0.105SDs)D + H + F + 0.525 Do QE + 0.75L + 0.75(Lr) RL6 := (1.0 + 0.105•SDs)•RLDL + 0.525-Do•RLE+ 0.75•(RL -- RLDL) RR6 := (1.0 + 0.105• SDs) •RRDL + 0.525•Do•RRE + 0.75- (RR - RRDL) M6:= (1.0 + 0.105•SDs)-MDL + 0.525 -Do -ME + 0.75•(M - MDL) 8. (0.6 - 0.14SDs)D + 0.7 no QE + H RL8 := (0.6 + 0.14•SDs)•RLDL + 0.7 -no -RLE RR8 := (0.6 + 0.14•SDs)•RRDL + 0.7•Do•RRE M8:= (0.6 + 0.14•SDs)•MDL + 0.7 -Do -ME RL6 = 4.3 x 103lbf < RL = 4.83 x 103lbf 1.2 RR6 = 5.47 x 103 lbf < RR = 5.7 x 103 Ibf 1.2 M6 = 2.15 x 104lbf•ft > M = 2.18 x 104lbf•ft 1.2 RL5 = 3.88 x 1031bf RR5 = 5.17 x 103lbf M5 = 2.06 x 104lbf•ft RL6=5.16x 103lbf RR6 = 6.57 x 103lbf M6 = 2.58 x 104 lbf •ft RL8 = 2.79 x 103 Ibf RR8 = 3.9 x 103 IV M8 = 1.58 x 104lbf•ft TRY 2.0E PARALLAM d := 12 Fb := 2900• Ibf -•( 12)0• " Fv := 290• Ibf -- E:= 2000000• Ibf - int d int int Sregd:= M Sreqd = 90.41in3 Fb 1.5• (RR - w• ft) 2 Areqd := Aregd = 27.15 in Fv USE PARALLAM 5 114 X 11 114 ( A:= 59.06• int S:= 110.74 -in 3 I:= 623 -in 4 ) PI•L12•(L2+ L3)2 P2 -(LI + L2)2•(L3)2 5•w -L4 L ATL := + + ATL = 0.64 in = 272.66 3•E -1•L 3•E•I•L 384•E•I ATL ALL := (PI - PIDL)•LI2•(L2 + L3)2 + (P2 - P2DL)•(Ll + L2)2, (L3)2 + 5•(w - wDL)•L4 3•E•I•L 3•E -1•L 384•E•1 L ALL = 0.23 inALL = 612.42 OK JAMES C. CHEN, C.E., S.E. P. 0. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 L:= I4.5 -ft L1 := 11.5 -ft L2:=L—L1 w:= (50.1.33)• IV ft Hl P-1 2.74 12 P:=(2250 + 40• 4 2). Ibf RL 1 . w•L + P. L2 2 L 1 L1 RR := —•w•L + P•- 2 L RL r:= -- w M:= RL -Ll — 1 •w•LI2 2 TRY 2.0E PARALLAM d:= 12 M Sreqd Fb Areqd :_ L5•(RR — w•ft) Fv L2=3ft Ibf w = 66.5 ft P = 2.91 x 103 IV RL = 1.08 x 103lbf RR = 2.79 x 103 IV JOB NO. SHEET NO. OF _ DESIGN DATE 9m r= 16.3 ft Mmax @ P M = 8.07 x 103lbf-ft Fb := 2900. lbs l2� Fv := 290. Ib? in d in Sreqd = 33.37in3 Areqd = 14.0Sin 2 E := 2000000. lbf int USE PARALLAM 3 112 X 11 1142 3 a ( A:= 39.38 -in S := 73.83 -in I:= 415 -in ) JAMES C. CHEN, C.E., S.E. P.O. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 FB -13: L:= 22.5 -ft LI := 10.5. ft L2:= 7.5 -ft L3:= 3 -ft L4:= L—L1--L2—L3 L4= 1.5 ft 20.5 6 + 8 lbf lbf w := 50•--- + 15.8.5 + 40• w = 920 — „ 2 2 ft ft 1.33 6+8 I" IV wDL := 10- 2 + 15.8.5 + 20• 2 ft tvDL = 274.15 tt FB -11 PI :_ (5700)•lbf PI DL :_ (3170)•Ibf FB -12 P2:= (1080)-Ibf P2DL:= (540)•lbf P3 := P2 P3DL := P2DL JOB NO. SHEET N0. r2o OF DESIGN DATE fb 13 — I OWN P2 = 1.08 x 103 lbf P2DL = 540 lbf P3 = 1.08 x 103lbf P3DL = 540 lbf 1 L2 + L3 + L4 L3 + L4 L4 RL := --w•L + P1 + P2• + P3•--- 2 L L L 1 L2 + L3 + L4 L3 + L4 L4 RLDL :_—•wDL•L + P1DL• + P2DL- + P3DL•— 2 L L L 1 L1 L1+L2 L1+L2+L3 RR:= •-•-w•L + Pl.— + P2• + P3• 2 L L L I Ll Ll+L2 L1+L2+L3 RRDL:=—•wDL•L + PIDL•— + P2DL + P3DL 2 L L L RL — PI r:= w M := RL -L] — 1 •w•L12 2 MDL := RLDL-LI — ! •wDL-L12 2 next page RL = 1.37 x 104 lbf RLDL = 4.92 x 103IV RR = 1.49 x 104 lbf RRDL = 5.5 x 103 lbf r=8.676 Morax@ P1 M = 9.29 x 104lbf-ft MDL = 3.65 x 104lbf-ft JAMES C. CHEN, C.E., S.E. P. O. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 (FB -13 CONT.): TRY 2.0E PARALLAM PSL M Sreqd := Fb Areqd :_ 1.5. (RR — w. ft) Fv JOB NO. SHEET NO.1� OF DESIGN DATE o. � 11 d := 12 Fb := 2900• lbf 12) int \ d Sreqd = 384.43 in Aregd = 72.22 int fb 13 — 2 Fv:= 290•Ibf E:= 2000000.Ibf int int USE 2 - PARALLAM 5 114 X 18 ( A:= 94.50.2•in2 S:= 283.50.2-in3 1:= 2552.2•in4 ) ATL := Pl•L12•(L2+ L3 + L4)2 + P2 -(Ll + L2)2. (L3 + L4)2 + P3•(LI + L2+ L3)2•L42 + 5•w -L4 3-E•1•L 3•E -1•L 3•E -1-L 384•E•1 ATL = 0.77 in L= 351.97 ATL ADL := PIDL•Ll2•(L2 + L3 + L4)2 + P2DL•(L1 + L2)2•(L3 + L4)2 + P3DL•(Ll + L2+ L3)2•L42 + 5•wDL•L4 3•E•I•L 3•E -1•L 3•E -1•L 384•E•1 ADL = 0.29 in ALL ATL — ADL ALL = 0.48 in L = 567.46 OK ALL JAMES C. CHEN, C.E., S.E. 2881 Meridian Ave., #118 SAN JOSE, CA 95124 (408) 622 - 8251 JOB NO. SHEET NO.F?ZOF DESIGN DATE FB -14: L := 9 -ft Ll := i.75 -ft L2:= 1.75 -ft L3:= L - LI - L2 L3 = 4.5 ft W:= (40.6 +2 + 15.7). IV w = 265 Ibf z JJJ ft ft wDL:= 20.6 2 2 + 15.7.1ft wDL = 185 1ft RB -1 JJJ PI := (1040)•Ibf PI = 1.04 x 103IV PIDL:= (520)•Ibf P1 DL=520 Ibf 3 P2:= 40- .5.214 •lbf P2 = 735lbf P2DL := (368)•Ibf P2DL = 368 Ibf RL := � •w• L + PI - L2 + L3 + P2 --L3 2 L L RLDL := I •wDL• L + P I DL- L2 + L3 + P2DL• L3 2 L L RR:= � LI Ll + L2 w•L + PI.— + P2• 2 L L RRDL :_ -� •wDL-L + P1 DL• LI + P2DL• Ll + L2 2 L L RR - P2 r:= w M:= RR -L3 -- 1 •w•L32 M = 4.56 x I03lbf -ft 2 FRY 4 X OF #I Fb := 1000• Ibf Fv •= 95 Ibf 2 to to 2 Sreqd := M Sreqd = 54.691n3 Fb 1.5•(RL - w•ft) 2 Areqd := Aregd = 31.91 in Fv RL = 2.29 x 103 IV RLDL = 1.35 x 103lbf RR=1.61x 103IV RRDL = 1.01 x 103lbf r=3.3ft m®m Mmax @P2 E:= 2000000. Ibf to 2 USE 4 X 102 3 3 4 ( A:= 32.38 -in SCF:= 49.91.1.2•in = 59.89 -in 1:= 230.84 -in } JAMES C. CHEN, C.E., S.E. JOB NO. 2881 Meridian Ave., 9118 _ SHEET NO.L;�OF SAN JOSE, CA 95124 DESIGN (408) 622 - 8251 DATE FB -15: L:= 8,5 -ft Lc := 3 -ft Ll.= 4 -ft L2:= 3.5 -ft L3:= L – L1 – L2 L3 = I ft Ibf w:= (50.26 + 10.9),Ibf w = 740 2 ft ft 26 lbf Ibf wl .– 50 + 10.9 wl = 740 2 ft ft FB -14 HIP-5sM Pc := el 2290 + 10.9.4 +50- 1.33.9 + 1050 Ibf Pc = 3.67 x 103IV 2 2 2 14.14.1). 4141)•lbf L Lc PI := (40. lbf Pi = 980 lbf 2 2 2 H1 Xt 12 P2 LS Pc P2:= (1040)•Ibf --RB-1 {v ty1 10 VI :_ - .w•L + Pl. L2 + L3 + P2• L3 VI = 3.79 x 1031bf Mo 2 L L VI -- P 1 r := r= 3.79 ft Mo MAX @ PI w 1l2Mn DL n Mo:= VI -Ll – 1•w -L12 Mo=9.22x 103lbf-ft 2 V1 V2 V3 Mn := Pc- Lc + - •w 1 •Lc2 Mn = 1.43 x 104 lbf-ft RL RR 2 MnDL := Mn -0.5 MnDL = 7.17 x 103 Ibf •ft NIP := Mo – ? •MnDL Mp = 5.64 x 103 Ibf-ft 2 VI := VI – Mn VI 2.1 x 103 Ibf L Mn 1 L1 LI + L2 3 V2:= — + --w•L + Pl.— + P2• V2 = 6.21 x 10 Ibf L 2 L L V3.= Pc+ wl-Lc V3 = 5.89 x 103lbf RL := VI RL = 2.1 x 103 Ibf RR:= V2 + V3 RR = 1.21 x 104lbf TRY 2.0E PARALLAM PSL ' 1 d := 12 Fb := 2900• lbf —•( 120Fv := 290-lbf — E:= 2000000•lbf — ' in d in in Sreqd := Mn Sreqd = 59.33 in Fb ].5•(V2 --w-ft) Areqd := 2 Aregd = 28.3 in Fv USE PARALLAM 3 112 X 11 114 ( A:= 39.38-in2 S:= 73.83•in3 [ := 415•in4 ) PI•LI2•(L2 + L3)2 P2 -(LI + L2)2•(L3)2 5 -w -L4 ATL := + + ATL = 0.14 in @ Mid -span 3•E -1•L 3.F,-I•L 384•E•1 ALL := ATL-� 3 ALL = 0.09 in 1. = l .13 x 103 OK ALL JAMES C. CHEN, C.E., S.E. P. O. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 FB - 16: L:= 16.5. ft JOB NO. SHEET NO. OF DESIGN DATE w:=50. 6 + 40.4 + 15.2 • lbf w = 340 lbf 2 ft ft RL:= I •w•L RL=2.81 x 103lbf 2 RR:= ! . w•L RR= 2.81 x 1031bf 2 M := l —w•L2 M = 1.16 x 10Q lbf-ft 8 o.tit TRY 2.0E PARALLAM PSL d:= 12 Fb := 2900 'n2 ( d Sreqd := M Sreqd = 47.88 in Fb 1.5. (RL – w. ft) 2 Areqd := Aregd = 12.75 in rrmmmm .. I= Fv := 290. lbf int E:= 2000000• lbf int l -v USE PARALLAM 3 112 X 11 114 ( A:= 39.38•in2 S:= 73.83•in3 1:= 415•in4 ) JAMES C. CHEN, C.E., S.E. P. 0. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 FB -17: L:= 14 -ft Ll := 5.5 -ft L2:= 4.5 -ft L3:=L–LI–L2 L3=4ft w := �40. 2 ). IR w= 320 lbf ft wDL:= (20. 161 Ibf wDL= 160 IV JOB NO, SHEET NO.F:2f;� OF DESIGN DATE 2 ft ft LY L2 L3 HIP -11 P1 P2 PI := (5050)•Ibf P1 = 5.05 x 103L= w 17 P2:= (40.6—1-lbf P2 = 480 IV RL RR 4 RL:= l —w•L + Pl. L2 + L3 + P2• L3 RL = 5.44 x ,103 Ibf 2 L L RR:= I Ll •w•L+ Pl. + P2 LI +L2 RR=4.57x 103 Ibf 2 L L RL – PI r:= r= 1.23 ft Mmax @ P7 w M := RL -Ll – 1 -w-LI 2 M = 2.51 x 104lbf•ft 2 TRY 2.0E PARALLAM d:= 14 Fb := 2900. lbf (12 Fv ,– 240 IV int d in Sreqd := b Sreqd = 105.64 in 1.5 -(RL – w•ft) 2 Aregd := Aregd = 26.5 in Fv E = 2000000•]bf in USE PARAI_LAM 3 712 X 14 ( A:= 49•in2 S:= 114.33•in3 I:= 80033•in4 ) PI-LI2•(L2+ L3)2 P2•(LI + L2)2•(L3)2 5•w -L4 L ATL := + + ATL = 0.48 in = 352.77 3-E•1•L 3-E•1•L 384-E•I ATL I L ALL := ATL. ALL = 0.24 in = 705.53 OK 2 ALL JAMES C. CH EN, C. E., S. E. P. O. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 F&18 : L := 13.5. ft Lc := 4 -ft w:= [40.('2 + 2)J• II ftf w = 200 1 ftf Pc := 40• 6 + 2 • 12 + 40.66-6 2 • Ibf 2 2 2 3 6 12 6.6 2 JOB NO. SHEET NO.Fn2%OF DESIGN DATE wDL:= [20.(62 + 21]• Ibf Pc = 1.68 x 1031bf PcDL :=�20•�2 + 2• Z + 20.--=3] •31-lbf PcDL = 840lbf Mo := w•L2 J Mo = 4.56 x 103lbf•ft 8 Mn := Pc -Lc + , •w•Lc2 Mn = 8.32 x 103lbf•ft 2 MnDL:= PCDL•LC + � •wDL•Lc2 MnDL = 4.16 x 103lbf-ft 2 Mp := Mo -- I MnDL Mp = 2.48 x 103 ibf • ft 2 VI := 1 .w•L – Mn V1 = 733.71bf 2 L V2:= Mn + 1 •w•L V2 = 1.97 x 1031bf L 2 V3.= Pc + w•Lc V3 = 2.48 x 103lbf RL := V I RL = 733.7 Ibf RR := V2 + V3 RR = 4.45 x 103 IV wDL = 100I ftf L Lc w '1 _ Mo 112Mn DL "" V1 VZ I V3 RL RR TRY 2.0E PARALLAM PSL d :_ 12 Fb := 2900- lbf—.( 12)"' Fv := 290•Ibf — E:= 2000000• lbf — in d int int Sreqd := MnFb Sreqd = 34.43 in 1.5-(V3 – w•ft) 2 Areqd := Aregd = 11.79 in Fv USE PARALLAM 3 112 X 11 114 ( A:= 39.38•in2 S:= 73.83•in3 1:= 415•in4 ) CHECK DEFLECTION AT OVERHANGING END. 2 ATL := w Lc •(4•Lc2•L •- L3 + 3•Lc3) + PC -Lc •(L + Lc) ATL = 0.23 in L = 707.47 OK 24•E•I 3•E-1 ATL CHECK DEFLECTION AT MID -SPAN: 5-%vV Le. L2 L ATL := 0.96• - Pc- ATL = 0.01 in = 12 x 104 384-E-1 16• E• 1 ATL Pc JAMES C. CHEN, C. E., S. E. P. O. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 In i JOB NO. SHEET NO. L OF DESIGN DATE Vf f cl c C't ROOF D IAFR RA� M JAMES C. CH EN, C. E., S. E. JOB NO. P. O. BOX 20302 SHEET NO. L7— OF _ SAN JOSE, CA 95160 DESIGN (408) 622 - 8251 r� I DATE -57 3' , .o x,31 "D l� 430_ _ D 0qo N T - i5o z9 D 2'T o 1,270 `$ Z44Z 2,440 ¢,azc7 49-6o 2,0qo r -10 -rs r ix N' �m - LL , pr b N m { , z 15.go rn v ! o N VI 13904 I,R7D Ljo 61, , Z4 t' 4 f, 0 D Zue FL 1oWE?, i�OOF 12,A �zH P-744 M I JAMES C. CHEN, C.E., S.E. P. 0. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 JOB NO. SHEET NO.= OF DESIGN DATE LATERAL LOADS ANAIYSI S : SEISMIC LOADS: HIGH ROOF: Ar:= (29-39 + 3.39 + 5.20)•ft2 Wr := 20.1ft2 Ar + 15-1 ft2 •L(37 + 39)•2• ZS�. R2 2nd FLOOR & Af := Ar LOW. ROOF Arl (24.11 + 58.8 + 26.19 + 21.20 + 36.9)•ft2 Ar = 1.35x 103 ft2 Wr = 3.67 x 104 lbf Af = 1.35 x 10 3 ft2 Art = 1.97 x 103 tt2 lbf 1bf !bf 16 10+ $.5 2 Wf := 10• ft2 --Af + 20• ft2 •Arl + 15- ft2 (48.2 + 36)• 2 + (58 + 67)•2• 2 f Wf = 1.03)< 105IV W:= Wr + Wf W = 1.4 x I051bf For Latitude = 37.329558 and Longitude = -122.038631 Site Soil Class = D 2003 NEHRP Seismic Design Provisions Ss:= 2.026 S1 ;= 0.733 SEISMIC DESIGN CATEGORY = D OCCUPANCY CATEGORY= 11, Fa := 1.0 Fv := 1.5 SMs:= Fa -Ss SMs = 2.03 SMI := FV -SI SMl = 1.1 SDs := -SMS SDs = 1.35 3 SDI := 2 -SMI SDI = 0.73 3 Ct := 0.02 h := 25 x:= 0.75 Ta := Ct• V Ta = 0.22 T:= Ta TL := 1 ^, sec R:= 6.5 1: 1.0 Max Cs: Cs ;= SDI Cs = 0.5 T (R� Min Cs: Cs:= 0.5-S1 Cs=5.64x 10 2 > Cs 0.01 (R) Cs := SDs Cs = 0.208 Governs V:= Cs- W V = 2.91 x 104lbf -- Seismic Load Govems next page JAMES C. CHEN, C.E., S.E. P.O. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 (LATERAL LOADS ANALYSIS CONT.:) DISTRIBUTION: k:= 1 -- T < 0.5 sec Vr .– V• Wr-(10 + 9)� Wr-(10 + 9), + Wf•10� Wf•101 Vf := V• Wr-(10-+• 9)1 •+• Wf-10I JOB NO. SHEET NO. OF DESIGN DATE WIND LOAD: EXPOSURE B, 85 MPH WIND, PITCH = 12:35, Buildinig Height H:= 24 -ft h:= 10+9+ 5� ft 2 Least Horizontal Dimension DI := 58 -00 -ft Larger Horizontal Dimension D2:= 67.00 -ft a:= 0.1 -DI a = 5.8ft a:= 0.4-h a = 8.6ft Governs )L.= I Kzt := i I:= 1 Vr = I .I7 x 104IV Vf = 1.74 x 104 Ibf � = 16.28 0 USE S = 20 ° h = 21.5 ft i:bf lbf lbf Ibf Ps30A := 15.9•— Ps30B := –4.2•— Ps30C := 10.6•— Ps30D := –2.3•— ft ft ft ft / P:= k-Kzt-I- Ps30A•2•a•� 2 10 + 8.5) -ft + Ps30B•2•a-5•ft + Ps30C•(D2 – 2•a)•I 10 2 + 8.5 ft + Ps30D•(D2 – 2•a)•5-ft1 P = 9.88 x 103 IV < V = 2.91 x 104IV -- Seismic Load Governs mvertirig Addresses to/from Latitude/Longitude/Altitude in One Ste... http://stevemorse.org/jcaI/lation.plip �5 Converting Addresses to/from Latitude/Longitude/Altitude in One Step Stephen P. Morse, San Francisco Batch Mode (Forward) Batch Mode (Reverse) Batch Mode (Altitude) Deg/Min/Sec to Decimal Computing Distances - Frequently Asked Questions , My Other Weiapages addressL20846 Dunbar Drive city �Cupertion stateCA zip r -- P5014 country `United States_ j Determine Lat/Lon I Get Altitudes I reset latitude longitude above values must be in decimal with minus signs for south and west Determine Address reset 0 Access geocoder.us / geocoder.ca (takes a relatively long time) from ooe latitude Iongitude altitude decimal 37.329558 -122.038631 F- deg -min -sec 37° 19'46.4088" -122° 2' 19.0716" from tamu latitude longitude altitude decimal 37.3295582454363 -122.038631191267 F deg -min -sec 37° -19'46.4097" -122° 2' 19.0723" F- 20846 DUNBAR DR Cupertion CA from yahoo Ilatitude Ilongitude altitude decimal 137.3298 -122.038628 F - deg -min -sec 37° 19'47.28" -122° 2' 19.0608" �- 20846 Dunbar Dr, Cupertino, California 95014 Data presented here comes from the following websites: o,� ogle. (all addresses) geocoder.ca. (US and Canadian addresses only) geocoder.us. (US addresses only) gpsvisualizer. (For altitudes) locaHenet. (European addresses only) tamu was usc). (U5 addresses only) virtual earth (US addresses only) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 37.329558 Longitude = -122.038631 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 2.026 (Ss, Site Class B) 1.0 0.733 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 37.329558 Longitude = -122.038631 Spectral Response Accelerations SMs and SMI SMs= FaxSsand SM1 =FvxS1 Site Class ❑ - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 2.026 (SMs, Site Class D) 1.0 1.100 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 37.329558 Longitude = -122.038631 Design Spectral Response Accelerations SDs and SD1 SDs = 213 x SMs and SD1 = 213 x SMI Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.351 (SDs, Site Class D) 1.0 0.733 (SD1, Site Class D) JAMES C. CHEN, C.E., S.E. P. 0. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 JOB NO. SHEET NO. W1 OF DESIGN DATE TYPICAL SHEAR WALL SCHEDULE: TYPE A 112" Plywd, CDX, w/ 10d @ 6" o.c. edges, 10d @ 12" o.c. field, Allow. = 310 # /ft Framing Clips : Simpson A35, Spacing = 695 = 2,24 Use 24" o.c. @ Roof 310 Use 16" o.c. @ Floor 2 x Sill Plate @ Second Floor and Up Sill Plate Nails : Use 16d Spacing = 105 1.33 = 0.45 Use 5" o.c. 310 3 x P.T. Sill Plate w/ 518 die. A.B. Spacing= 930.1.6 p 9 = = 4.8 .Use 48" o.c. 310 TYPE B 1/2" Plywd, CDX, w/ 10d @ 4" o.c. edges, 10d @ 12" o.c. field, Allow. = 460 # 1 ft Framing Clips : Simpson A35, Spacing = 695 = 1.51 Use 16" o.c. 460 2 x Sill Plate @ Second Floor and Up Sill Plate Nails : Use 16d Spacing 105.1.33 p g = = 0.3 Use 4" o.c. 460 3 x P.T. Sill Plate w/ 518 dia. A.B. Spacing 930.1.6 p g = = 3.23 Use 32" a.c. 460 TYPE C 1/2" Plywd, CDX, w/ 10d @ 3" o.c. edges, 10d @ 12" o.c. field, Allow. = 600 # 1 ft Framing Clips . Simpson A35, Spacing 695= 1.16 Use 12" o.c. 600 2 x Sill Plate @ Second Floor and Up Sill Plate Nails. Use 16d Spacing = 105-1.33= 0 23 Use 3" o.c. 600 3 x P.T. Sill Plate w/5/8 die. A.B. Spacing= 930.1.6 600 = 2.48 Use 24" o.c. TYPE D 112" Plywd, CDX, w/ Tod @ 2" o.c. edges, 10d @ 12" o.c. field, Allow. = 770 # / ft Framing Clips : Simpson A35, Spacing = 695= 0.9 Use 8" o.c. 770 2 x Sill Plate @ Second Floor and Up Sill Plate Nails : Use 16d Spacing 105 -1.33 p g _ — 770 — 0.18 Use 2" o.c. 3 x P.T. Sill Plate w15/8 die. A.B. Spacing= 930.1.6 770 = 1.93 Use 16" o.c. JAMES C. CHEN, C.E., S.E. P. O. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 JOB NO. SHEET NO. W2 OF DESIGN DATE LOAD COMBINATIONS FOR ALLOWABLE STRESS DESIGN: FORMULA 8 GOVERNS. (0.6 - 0.14Sos) D + 0.7 p QE + H p:= 1.3 H = 0 SDs := 1.35 SHEAR WALL AT LINE 1: FIRST FLOOR: L:= (7.5 + 9.5) -ft Vr := 0.7•p•(4220)•lbf 2nd Fl. Diaph , Y - Dir. Vr = 3.84 x 103lbf Vr lbf hl := 10 -ft V:= V = 225.89 L ft 7.5•ft USE TYPE A WALL OM := (Vr•hl)• L (Allow. = 310#/ft) f 7-5 z RM:_ (0.6 - 0.14•SDs)•I 20.6 + 15.10 lbf-ft y 2 j 2 T:= OM - RM T = 2.07 x 103 lbf USE SIMP STHD141 (7.5 - 0.5) -ft STHD14RJ ( Allow. = 3,500 #) SHEAR WALL AT LINE 2: SECOND FLOOR: L :_ (6 + 9) -ft Vr := 0.7•p•(2370).lbf Roof Diaph , Y - Dir. Vr = ? 16 x 103 IV Vr Vr lbf h2:= 9 -ft V:= V = 143.78lb L ft 6 -ft USE TYPE A WALL OM :_ (Vr•h2) L ( Allow. = 310#/ft) 2 6-•Ibf-ft RM := (0.6 - 0.14-SDs)•(20.6 + 15.8.5)• 2 2 T:= OM - RM T = 1.16 x 103 lbf USE SIMP CS 16 (6 - 0.5) -ft ( Allow. = 1,705 # ) JAMES C. CH EN, C. E., S. E. P. 0. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 JOB NO. SHEET NO. W3 OF DESIGN DATE LOAD COMBINATIONS FOR ALLOWABLE STRESS DESIGN: FORMULA 8 GOVERNS (0.6 - 0.14SDS) D + 0.7 p QE + H p := 1.3 H = 0 SDs := 1.35 SHEAR WALL AT LINE 3: SECOND FLOOR: L:= (7.5 + 14)•ft Vr := 0.7•p•(4900)•lbf Roof Diaph , Y - Dir. Vr = 4.46 x 103 Ibf hl := 9 -ft V:= Vr V = 207.4 Ibf 7.5•ft L ft OM:=(Vrhl)• L USE TYPE A WALL 7.52 (Allow. = 310#/ft) RM:= (0.6 -- 0.14•SDs)•�20.22 + 10-8. 7.5 2 •lbf•ft T:= OM — RM T = 1.83 x 103 Ibf USE 2 - SIMP CS16 (7.5-0.5)•ft (Allow. = 2 X 1,705 #) FIRST FLOOR: L:= (11 + 5.75 + 12) -ft Vf := 0.7•p•(4900 + 1140)-Ibf Vf = 5.5 x 103lbf 2nd FI. Diaph , Y - Dir. V Vf + Vr V = 346.27 Ibf L ft h2:= 10 -ft USE TYPE B WALL OM := (Vf-h2+ Vr•{hl +h2)1 -=i ( Allow. = 460 # 1 ft ) L 2 RM := (0.6 — 0.14•SDs)•(20.2 + 10.1.33 + 10.18.5)• 5.5•Ibf-ft T:= OM — RM T = 5.01 x 103lbf USE SIMP HDU8 (5.75 — 0.5)•ft ( Allow. = 6,670 #) JAMES C. CHEN, C.E., S.E. P. 0. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 JOB NO. SHEET NO. W4 OF DESIGN DATE LOAD COMBINATIONS FOR ALLOWABLE STRESS DESIGN: FORMULA 8 GOVERNS, (0.6 - 0.14SDS) D + 0.7 p QE + H p := 1.3 H = 0 SDs 1.35 SHEAR WALL AT LINE 4: SECOND FLOOR: L:= (9) -ft hl := 9 -ft Vr:= 0.7• 3040• 9 IVp 9 + 5.5 Vr = 1.72 x 103 IV Roof Diaph , Y - Dir. V:= Vr V = 190.79 IV L ft USE TYPE A WALL (Allow. = 310#/ft) 2 RM:= (0.6 — 0.14 -SDs) -(20.2 + 15.8.5)- 2 -Ibf-ft T.— OM — RM T= 1.J41 x 1031bf USE S1MP CS16 (9 — 0.5), ft ( Allow. = 1,705 #) FIRST FLOOR: L:= (4.5). ft h2:= 10 -ft OM:= [ Vf -142 + Vr•(hl + 142)] Vf 0.7•p•(1750)•Ibf Vf = 1.59 x 103 IV Vf + Vr V:= L 2nd FI. Diaph , Y - Dir. V = 735.46 Ibf Ft USE TYPE D WALL (Allow. = 770#/ft) 2 KM := (0.6 — 0.14•SDs) -(20.2 + 10.1.33 + 10.18.5)-42•Ibf-ft T.— OM — RM T = 1.19 x 104 IV USE SIMP HHDQ11 (4.5 — 0.5). ft ( Allow. = 11,810 # ) 5 112" POST JAMES C. CHEN, C. E., S. E. P. O. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 JOB NO. SHEET NO. W5 OF T DESIGN DATE LOAD COMBINATIONS FOR ALLOWABLE STRESS DESIGN: FORMULA 8 GOVERNS (0.6 - 0.14SDs) D + 0.7 p QE + H p:= 1.3 H = 0 SDs := 1.35 SHEAR WALL AT LINE 5: SECOND FLOOR : L:= (5.5) -ft Vr:= 0.7-p-940 + 3040- 5.5 •Ibf 9+ 5.5 Vr = 1.9 x 103IV Roof Diaph , Y - Dir. FIRST FLOOR: Vr hl := 9 -ft V:= — OM := (Vr•hI) 5.5. ft L L z RM := (0.6 - 0.14•SDs)•�20. 8 + 10.8.5)• 5.5 lbf-ft 2 2 OM - RM T := T = 3.22 x 103 Ibf (5.5 - 0.5)•ft Ibf V = 346.31 — ft USE TYPE B WALL ( Allow. = 460#/ft) USE 2-SIMP CS16 ( Allow. = 2X1,705 #) L:= (4 + 4) -ft Vf := 0.7•p-(2090)•lbf Vf = 1.9 x 103lbf 2nd FI. Diaph , Y - Dir. V:= Vf + Vr h2:= 10 -ft OM:= [Vf•h2+Vr•(hl+h2)]-4-11 V = 3.81 x 103lbf USE 2 - SIMP. SW48X9-RF (Allow. = 2 X 2,505 # ) 2 RM := (0.6 - 0.14•SDs)•(20.2 + 10.1.33 + 10.18.5)• 4 •lbf•ft 2 T:= OM - RM T = 7.31 x 103Ibf USE SIMP SSTB28 (4 -• 0.33)• ft ( Allow. = 8710 # ) JAMES C. CH EN, C. E., S. E. P.O. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 JOB NO. SHEEP NO. W6 DESIGN DATE OF LOAD COMBINATIONS FOR ALLOWABLE STRESS DESIGN: FORMULA 8 GOVERNS (0.6 - 0.14SDS) D + 0.7 p QE + H P:= 1.3 H = 0 SDs := 1.35 SHEAR WALL AT LINE 6: SECOND FLOOR: L := (1.25 + 1.25 + 1.25 + 1.25)•ft Vr := 0.7•p•(450)•Ibf Roof Diaph , Y - Dir. Vr = 409.5 Ibf DESIGN AS WALL WITH OPENING, DETAIL BOUNDARY MEMBERS FOR FORCE TRANSFER WALL PIER HEIGHT, H:= 2.5 -ft H = 1.25 ft USE 1.25 FT, O.K. 2 hl := 9 -ft V:= Vr V = 81.9 IV L ft 1.25 -ft USE TYPE A WALL OM :_ (Vr-hl)- L ( Allow. = 310#/ft) 2 RM:= (0.6 - 0.14•SDs)•(20•? + 15.8.5)• 1.25 .lbf•ft 2 J 2 T:= OM - RM T = 874.01 IV USE SIMP CS16 (1.25 - 0.25)•ft ( Allow. = 1,705 #) FIRST FLOOR: L:= (7.5)•ft Vf := 0.7•p•(610 + 2970)•Ibf Vf = 3.26 x 103IV 2nd F1. Diaph , Y - Dir. Vf+Vr V .- L h2:= 10 -ft OM := [Vf-h2 + Vr•(hl + h2)] 7.5-ft L z RM (0.6 - 0.14•SDs)•(20.2 2 6 + 10.18.5)• 7. •Ibf• 1 OM - RM T:= (7.5 - 0.5) -ft SHEAR WALL AT LINE 7: FIRST FLOOR: L:= (6 + 6 + 11 + 4.25)•ft hl := 10 -ft 0m:= (Vr h1}- 4.25•ft L T = 5.33 x 1031bf Vr := 0.7•p•(2440)•Ibf Vr = 2.22 x 103 IV Vr L z RM:= 0.6-0.14•SDs 20.6 + 15.10 .ii •Ibf•ft ( ) 2 2 OM - RM T :_ `f = 715.61 f bf (4.25 - 0.5)•ft IV V = 488.97 - ft USE TYPE C WALL ( Allow. = 600 # 1 ft ) USE SIMP HDU8 ( Albw. = 6,670 # ) 2nd FI. Diaph , Y - Dir. V = 81.48 IV ft USE TYPE A WALL (Allow. = 310#1ft) USE SIMP STHD141 STHD14RJ (Allow. = 3,500 #) JAMES C. CH EN, C. E., S. E. JOB NO. P.O. BOX 20302 SHEET NO. W7 OF SAN JOSE, CA 95160 DESIGN (408) 622 - 8251 DATE LOAD COMBINATIONS FOR ALLOWABLE STRESS DESIGN: FORMULA 8 GOVERNS (0.6 - 0.14SDS) D + 0.7 p QE + H p := 1.3 H = 0 SDs := 1.35 SHEAR WALL AT LINE A : FIRST FLOOR: L:= (1.5 + 1,5) -ft Vr := 0.7•p-(850)-Ibf 2nd FI. Diaph , X - Dir. Vr = 773.5 Ibf USE 2 - SIMP. SW18X9-RF hl := 9.5 -ft ( Allow. = 2 X 680 #) OM:= (Vr-h1)--L5-ft USE TYPE A WALL L (Allow. = 310#/ft) . 2 RM := (0.6 - 0.14•SDs)•�20.2 + 15.8.5. 1- •lbf•ft 2 j 2 T OM - RM T = 3.08 x 103 Ibf USE SIMP SSTB28 (1.5-0.33)•ft (Allow.= 8710#) SHEAR WALL AT LINE 6: SECOND FLOOR ' L:= (4.75 + 4.75)•ft Vr := 0.7-p-(3210)•Ibf Roof Diaph , X - Dir. Vr = 2.92 x 103 Ibf hl := 9 -ft V:= Vr V=307.48 Ibf 4.75 -ft L ft OM:= (Vr•hl) L USE TYPE B WALL a (Allow. = 460#/ft) RM := (0.6 - 0.14•SDs)-(20.2 + 10.8.5.4.75 •Ibf•ft 2 J 2 T OM - RM T = 2.98 x 103 Ibf USE 2 - SIMP CS16 (4.75-0.5)•ft (Allow. = 2 X 1,705 #) FIRST FLOOR: Vf := 0.7•p-(3890)•Ibf Vf = 3.54 x 1031bf 2nd Fl. Diaph , X - Dir. V:= Vf + Vr V = 6.46 x 103 lbf LIVING AREA L:= (2.67.4)•ft Via := V. 36 Via = 4.01 x 1031bf 22+ 36 USE 4 - SIMP. SW32X9-RF h2:= 10-11 ( Allow. = 4 X 1,505 #) OM := [ Vf -h2 + Vr-(Ii l + h2) ]• 36 2.67 -ft ---- 22+36 L 2 RM = (0.6 - 0.14•SDs) •(20.6 + 10.10)• 2'67 •lbf•ft 2 J 2 T.- OM RM -I' = 5.93 x 1031bf USE SIMP SSTB28 (2.67 - 0.33)• ft ( Allow. = 8710#) JAMES C. CH EN, C. E., S. E. P. O. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 JOB NO. SHEET NO. W8 OF DESIGN DATE LOAD COMBINATIONS FOR ALLOWABLE STRESS DESIGN: FORMULA 8 GOVERNS. (0.6 - 0.14SDS) D + 0.7 p QE + H P.-= 1.3 H = 0 SDs := 1.35 SHEAR WALL AT LINE B (CONT): GARAGE AREA: L:= (2.67.2)•ft h2:= 8 -ft 22 Vg V- 22+36 OM := [ Vf -h2 + Vr , (h l + h2)]. 22 1.83 -ft 22+36 L z RM (0.6 — 0.14•SDs)•(20-6 + 10.10 1.83 -IV-ft T OM — RM T = 6.68 x 1031bf (1.83 — 0.33)•ft Vg = 2.45 x 1031bf USE SIMP. SW22X7X4 DBL WALL GARAGE POTAL (Allow.=4,160 #) USE SIMP SSTB28 (Alk)w. = 8710 # ) JAMES C. CH EN, C. E., S. E. P. O. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 JOB NO. SHEET NO. W9 OF DESIGN DATE LOAD COMBINATIONS FOR ALLOWABLE STRESS DESIGN: FORMULA 8 GOVERNS (0.6 - 0.14SDS) D + 0.7 p QE + H p := 1.3 H = 0 SDs := 1.35 SHEAR WALL AT LINE C: SECOND FLOOR:. L:= (6.5 + 6.5 + 11.5) -ft Vr := 0.7-p-(5850)-lbf Vr=5.32x 103IV Vr hl := 9 -ft V.-= — L 6.5. ft L 2 RM:= (0.6-0.14•SDs)•(20.2 + 15.8.5)•62 •lbf•ft OM – RM J T := T = 1.91 x 103 lbf (6.5 – 0.5). ft FIRST FLOOR: . L:= (14 + 10 + 10) -ft h2:= 10 -ft Vf := 0.7•p•(6740)•lbf Vf = 6.13 x 103 IV Vf + Vr V:= L OM := [ Vf -h2 + Vr•(hl + h2)]. 10 -ft L Roof Diaph , X - Dir. lbf V = 217.29 -- ft USE TYPE A WALL (Allow. = 310#Ift) USE 2 - SIMP CS16 (Allow. = 2 X 1,705 #) 2nd Ff. Diaph , X - Dir. V = 336.97 lbf ft USE TYPE B WALL ( Allow. = 460 # 1 ft ) 2 RM := (0.6 -0.l4 -SDs) -(20-2+ 10.10)• 1� •Ibf•ft T OM – RM T = 4.73 x 103lbf USE SIMP HDU8 (10-0.5)•ft (Allow. = 6,670 # ) SHEAR WALL AT LINE D: SECOND FLOOR : L:= (4.25 + 6 + 4.25 + 4.25) -ft Vr:= 0.7•p•(2640)•lbf Vr=2.4x 103IV hl := 9 -ft V:= Vr L 4.25 -ft L z RM := (0.6 – 0.14•SDs)-(20.2 + 15.8.5 } ).4.25 -Ibf-ft T:= OM – RM T= 1.16x 103 lbf (4.25 – 0.5)•ft Roof Diaph , X - Dir. V = 128.13 lbf ft USE TYPE A WALL (Allow. = 310#/ft) USE SIMP CS16 ( Allow, = 1,705#) JAMES C. CHEN, C.E., S.E. P. O. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 JOB NO. SHEET NO. W10 OF DESIGN DATE LOAD COMBINATIONS FOR ALLOWABLE STRESS DESIGN: FORMULA 8 GOVERNS, (0.6 - 0.14SDS) D + 0.7 p QE + H p:= 1,3 H = 0 SDs := 1.35 SHEAR WALL AT LINE E: FIRST FLOOR: L:= (7 + 6) -ft Vr:= 0.7•p•(7730)•Ibf 2nd FI. Diaph , X - Dir. Vr = 7.03 x 103 lbf hl := 10 -ft V:= Vr V = 541.1 IV L ft 6 -ft USE TYPE C WALL OM :_ (Vr-hl). L ( Allow. = 600#/ft) z RM := (0.6 – 0.14•SDs)•20.6 + 15.10).2 6 •Ibf•ft 2 T:= OM – RM T = 5.62 x 103lbf USE SIMP HDUB (6 – 0.5) -ft ( Allow. = 6,670 # ) SHEAR WALL AT LINE F: FIRST FLOOR: L:= (2 + 2) -ft hl := 10 -ft OM := (Vr•h1)•2—ft L Vr := 0.7•p•(1240)•lbr 2nd F1. Diaph , X - Dir. Vr = 1.13 x 103lbf USE 2-SIMP. SW24X9-RF ( Allow. =2X965 #) z RM := (0.6 – 0.14•SDs) •(20.2 + 15.10)•? 2 •1bf-ft T:= OM – RM T = 3 28 x 103lbf USE SIMP SSTB28 (2 – 0.33) -ft ( Allow. = 8710 # ) L 1204 - - -- - -- - I - - - - � I JAMES C. CHEN, C.E., S.E. JOB NO, P. O. BOX 20302 SHEET NO. W71 OF OF SAN JOSE, CA 95160 DESIGN ^_ (408) 622 - 8251 DATE FRAME -1: COMBINATIONS LOADS WITH OVERSTRENGTH FACTOR : {,3,S OTPA I,+-:5 SDs := - See Sheet L2 no := 3 H.= 0 P:= 0 R:= 3.5 THE LATERAL LOADS WILL BE TRANSFERED TO SHEAR WALLS AT LINE E, BUT ADD 50% OF LOADS TO FRAME -1 FOR ADDITIO NAL LOADS QE1 := -5 -(5.6.19.18) l -Ibf 3.5 2 QEI = 1.78 x 10 Ibf 5. (1.0 + 0.14SDs)D + H + F + 0.7 Qo•QE wl := (1.0 + 0.14-SDs)•(20.2 + 50)• Ibf bft V1 0.7.0o•QE1 RB -11 RB -12 P1 :_ (1.0 + 0.14•SDs)•(3340.4o + 3050- 4o)•Ibf 6. (1.0 + 0.105SDs)D + H + F + 0.525 Qo•QE + 0.76L + 0.75(Lr) wl (1.0 + 0.105•SDs)•(20.2 + 50)• Ift Ibf 0.75•(20.2). ft VS := 0.525-Qo•QEl wl = 108.02 Ibf VI = 3.73 x 103 lbf Governs P1 = 3.83 x 103 lbf wl = 133.51 Ibf Governs ft VI = 2.8x 103 ibf PI := (1.0 + 0.105•SDs)•I 3340• O + 3050.4Q� Ibf + 0.75•(3340.40 + 3050-L40�-Ibf P1 = 6,07x 103IV Govems B. (0.6 - 0.14SDs)D + 0.7 no.QE + H w1 :_ (0.6 - 0.14•SDs) •(20.2)• lbf h wl = 15.99 lbf VI := 0.7.0o•QEI VI = 3.73 x 103Ibf 2) PI :_ (0.6 - 0.14•SDs)• 3340• 0 + 3050. _Ibf PI = 1.28 x 103lbf Company Designer 1�/— l' Job Number: Checked By:� Global Steel Code AISC 9th Edition ASD Allowable Stress Increase Factor ASIF 1.000 Include Shear Deformation Yes Include Warpinq Yes No. of Sections for Member Calcs 5 Red esi n Sections Yes P -Delta Analysis Tolerance 0.50% Vertical Axis Y Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress Ksi) (Ksil RaUo (per 10"5 F) (IQW31 (Ksi STL 1 29000 11154 1 .3 7 .65 .49 1 46 Sections Section Database Material Area SA(yy) SA(zz) I y -y I z -z J (Torsion) TIC 58. �=37:�u��r�f�t:3,�����r�E:>�Ifisi��i��tf:�lif��l1��1•I• Joint Coordinates Joint Label X Coordinate Y Coordinate Z Coordinate Joint Temperature (Ft) (Ft) (Ft) (F) N1 0 0 0 0 N2 17 0 0 0 N3 0 10.5 0 - 0 N4 17 10.5 0 0 •N5 8.5 13 0 0 Member Data X -Axis Section End Releases End Offsets Inactive Member Member Label I Node J Node K Node Rotate Set I -End J -End I -End J -End Code Length (degrees) XYZ XYZ xyz XYZ (In) (In) (Ft) Boundary Conditions Joint Label X Translation Y Translation Z Translation MX Rotation MY Rotation MZ Rotation (Klin) Klin (Klin(K-ft/rad) (K-ft/rad) (K -W ad N1 Reaction Reaction I Reaction Reaction Reaction Reaction N2 Reaction Reaction Reaction Reaction Reaction Reaction N3 Story 1 Steel Desiam / NDS Parameters Member Section Length Lb y -y Lb z -z L comp Cm y -y Cb Sway Label Set let lei le—bend K y -y K z z CH Cm z -z B y z (Ft) (Ft) (Ft) (Ft) M1 COL 10.5 1. 1. M2 COL 10.5 1. 1. y M3 BEAM 8.86 1. 1. RISA -3D Version 4 jC:Irisa11204-1JC.R3D] Page 1 Company Designer Job Number: Checked By: Steel Design / NDS Parameters (continued) Member Section Length Lb y -y Lb z -z L_comp Cm y -y Cb Sway Label Set let lel le—bend K y -y K z -z CH Cm z -z B y z Ft Ft FL Ft M4 BEAM 8.86 1. 1. Distributed Load Patterns Pattern Label Direction Start Magnitude End Magnitude Start Location End Location KIR F Kift F Ft or % Ft or UNIFORM Y -1 -1 10 0 Basic Load Case Data BLC No. Basic Load Case Category Category Load Type Totals Joint Loads/Enforced Displacements, Category: None, BLC 1 : LOAD COMBINATION Joint Label [L]oad or Direction Magnitude Member Point Loads Cafe o : None BLC 1 :LOAD COMBINATION Member Label t Joint J Joint Direction Magnitude Location (K, K -ft) (Ft or %) Member Distributed Loads Category : None. BLC 1 : LOAD COMBINATION ' I M3 I N3 N5 I UNIFORM .134 Load Combinations Num Description Env WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor RISA -•31D Version 4 [C.Visa11204-1JC.R3D} Page 2 Company Designer Job Number: Checked By: Reactions, LC 1: 1 LOADCOMBINATION Joint Label X Force Y Force Z Force X Moment Y Moment Z Moment Center of Gravity Coords (X,Y,Z) (Ft) : 1 8.5 1 12.649 1 0.000 Joint Displacements, LC 1 : 1 LOADCOMBINATION Joint Label X Translation Y Translation Z Translation X Rotation Y Rotation Z Rotation (in) (in) (in) (radians) (radians) (radians) N 1 0.000 1 0.000 0.000 0.000 0.000 0.000 N2 0.000 0.000 0.000 0.000 0.000 0.000 N3 0.345 -0.002 0.000 0.000 0.000 -0.004 N4 0.483 -0.003 0.000 0.000 0.000 0.001 N5 0.415 -0.244 0.000 0.000 0.000 0.001 Story Drift, LC 1 : 1 LOADCOMBINATION Story X Direction Y Direction Z Direction Number Joint Label Drift % of Ht. Joint Label Drift % of Ht. Joint Label Drift % of Ht. ]n In In 1 N3 0.345 0.274 Member Section Forces, LC 1: 1 LOADCOMBINATION Member Label Section Axial Shear y -y Shear z -z Torque Moment y -y Moment z -z - (K) (K) (K) (K -ft) (K -ft) (K -ft) M1 1 3.212 0.553 0 0 0 5.728 2 3.212 0.553 0 0 0 4.276 3 3.212 0.553 0 0 0 2.825 4 3.212 0.553 0 0 0 1.373 5 12 0 0 0 0 - M2 1x.233 3.187 0 0 0 U 15�367 2 CM Vzr 0 0 0 8.001 3 5.233 3.187 0 0 0 -0.365 4 5.233 3.187 0 0 0 -8.731 5 5.233 3.187 0 0 0 -17.097 M3 1 3.964 2.182 0 0 0 -0.078 2 3.88 1 1.897 0 0 0 -4.596 3 3.796 1.613 0 0 0 -8.484 4 3.713 1.328 0 0 0 -11.741 5 1.916 -4.78 0 0 0 -14.366 M4 1 4.199 -2.982 0 1 0 0 -14.366 2 4.283 -3.266 0 0 0 -7.447 3 4.366 -3.551 1 0 0 0 0.104 4 1 4.45 -3.836 0 0 1 0 8.285 5 1 4.534 1 --4.121 1 0 0 0 17.097 Member Stresses, LC I: 1 LOADCOMBINATION Member Label Section Axial Shear y -y Shear z -z Bending y -top Bending y -bot Bending z -top Bending z -bot 1 0.468 0.177 0 -5.681 5.681 0 0 2 1 0.468 0.177 0 -4.241 4.241 0 0 RISA -31D Version 4 [CArisa11204-1JC.R3D] Page 1 wl� Company Designer Job Number: Checked By: Member Stresses LC I: 9 LOADCOMBINATION, (continued) Member Label Section Axial Shear y -y Shear z -z Bending y -top Bending y -bot Bending z -top Bending z -bot (si) (Ksi) {Ksi) (Ksi) {Ksi) {Ksi) (Ksi) n �-i� n n nnn n nnn n Member Section Torsion 1 LC 1: 1 LOADCOMBINATION Member Label Section Torque Torsion Shear y -y Warp Shear z -z Warp Shear z -Bot Warp Bend z -Top Warp Benc M1 I 1 1 0 0 No Warpinq Calculations... C M3 M4' 2 J U.400 U. 1!! U I -L.OUL L.Oul- 1 U 0 5 4 0.468 0.177 0 -1.362 1.362 0 3 5 0.468 0.177 0 0.077 -0.077 HE��O M2 1 0.763 1.02 0 -16.232 16.232 0 4 2 0.763 1.02 0 7.935 7.935 0 0 2 3 0.763 1.02 0 0.362 -0.362 0 0 5 4 0.763 1.02 0 8.658 -8.658 0 0 5 0.763 1.02 1 0 16.955 -16.955 1 0 0 M3 1 0.489 0.524 0 0.052 -0.052 0 0 2 0.478 0.455 0 3.047 -3.047 0 0 3 0.468 0.387 0 5.625 -5.625 0 0 4 0.458 1 0.319 0 7.784 -7.784 0 0 5 0.236 1 -1.147 0 9.525 -9.525 0 0 M4 1 0.518 -0.716 0 1 9.525 -9-525 0 0 2 0.528 -0.784 0 4.937 x.937 0 0 3 0,538 -0.852 0 -0.069 0.069 0 0 4 0.549 -0.921 0 -5.493 5.493 0 0 5 0.559 -0.989 1 0 -11.335 1 11.335 0 0 Member Section Torsion 1 LC 1: 1 LOADCOMBINATION Member Label Section Torque Torsion Shear y -y Warp Shear z -z Warp Shear z -Bot Warp Bend z -Top Warp Benc M1 I 1 1 0 0 No Warpinq Calculations... C M3 M4' 2 0 0 3 0 0 4 0 0 5 0 0 1 0 0 No War inq Calculations... 2 0 0 3 0 0 4 0 0 5 0 0 1 0 0 No Warp'In_ Calculations... 2 0 0 3 0 0 4 0 0 5 0 0 1 0 0 No Waroinq Calculations - 2 0 0 3 0 0 4 0 0 5 0 0 Member Deflections, LC 1: 9 LOADCOMBINATION Member Label Section x -Translation y -Translation z -Translation x -Rotation (n) Uy Ratio (n) Uz Ratio RISA -3D Version 4 [CArisa11204-1JC.R3D] Page 2 Company Designer Job Number : ' Checked Sy: _ Member Deflections, LC 1: 1 LOADCOMBINATION._ (continued) Member Label Section x -Translation y -Translation z -Translation x -Rotation (n) Uy Ratio (n) Uz Ratio In In In radians M3 M4 4 -0.002 -0.416 0 0 2355.139 NC 5 1 -0.003 1 -0.483 0 0 NC I NC 1 0,331 -0.099 0 0 NC NC 2 0.33 -0.205 0 0 2496.872 NC 3 0.33 -0.292 0 0 1591.251 N C 4 0.329 -0.345 0 0 1865.097 NC 5 0.329 -0.351 0 0 NC NC 1 01.466 -0.117 0 0 NC NC 2 0.466 -0.068 0 0 7782.698 NC 3 0.465 0.011. 0 0 NC NC 4 5 0.465 0.465 0.089 0:133 0 0 0 0 5874.025 NC NC NC MemberAISC ASD 9th Code Checks. LC f 1 LOADCOMBINATION Member Label Code Chk Loc Shear Chk Loc Dir Fa Fb y -y Fb z -z ASD Eqn. (Ft) (Ft) (Ksi)-- (Ksi)_ (Ksi)�__ M1 0.204 0 0.01 1 0 22.034 30.36 30.36 1 H1-2 M2 0.586 10.5 0.055 1 0 Y 22.034 30.36 30.36 L H1-2 M3 0.324 8.6140.062 1 8.86 y 23.42 30.36 30.36 H1-2 M4 0.394 8.86 0.054 8.86 y 23.42 30.36 30.36 H1-2 RISA -3D Version 4 [CArisa11204-1JC.R3D] Page 3 I JAMES C. CHEN, C.E., S.E- P. 0. BOX 20302 SAN J OSS CA 95160 (408) 622 - 8251 BASE PLATE FOR FRAME -1 : P:= 5233-Ibf 6c := 0.3.3000.1.33. Ibf .2 In 6 f.= a+-- 2 •in c:=M+P•f R .– 6-c – 6c-B•r Y:= 1.5+ 2.25–R Y:= 1.5– 2.25--R B Ft := y -6c•— – P 2 JOB NO. SHEET NO.-V.AZ I OF DESIGN DATE TS6X6X5116 M:= 16367•lbf•ft Vs:= 3187•lbf B:= 8 -in L:= 16 -in a:= 3 -in r:= (L-2•in) r= 14in c = 2.28 x I051bf•in Pt:= 14050•lbf R = 0.73 Vt := (4050)- L33•lbf Y = 2.73 Y:= Y•r y = 38.27 in Y=0.27 y:= Y•r y=3.73 in Ft = 1.26 x 1041bf ANCHOR BOLT: 718 " BOLT F , l6/2//1 USE ( Allow. = 14,050 # ) Ps:= Ft Pt:= 14050•lbf Vs := Vs -- (2) A B Vt := (4050)- L33•lbf 2 5 5 3 3 Ps + Vs = 0.97 < 1 OK Pt Vt THICKNESS OF PLATE: Y1 := a+ 2 -in ac := 6C 1.33 M:= �-6c•y1• yI – 1 -B M = 5.04 x 104lbf•in j lbf Fb := 27000• to 2 M 6 t := t = 1.03 in Fb• 1.33•B USE PL 1"X8"X1'4" -- See Sheet 2" r P�TS Fl; oc Ft Y1 L � USE t = 1" JAMES C. CHEN, C.E., S.E. P. 0. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 COLUMN CAPACITY : 4 x 8 b:= 7.25 -in Fc' := 1000. lbf m .z d:= 3.5 -in Ke := l E':= 1600000. lbf c':- 0.8 in' 1 + FcE� 1 + FcE2 � RE (Fc' Fc Fc' 2•c' 2•c' c' Pallow:= F'c•b•d FOR le = Ke x 9 FT 4 x 6 Pallow = 8,400 lbf 4 x 4 Pallow = 5,350 lbf 2-2 x 4 Pallow = 3,670 lbf 6 x 6 Pallow = 23,400 lbf 6 x 4 Pallow = 14,600 lbf 2-2 x 6 Pallow = 10,000 lbf FOR le = Ke x 9 FT 4 x 6 Pallow = 5,960 Ibf JOB NO. SHEET NO. OF DESIGN DATE le:= Ke -9 -ft FcE :_ 0.3.0 d)2 F'c = 436.49 lbf inz Pallow = I.I 1 x 104 lbf JAMES C. CHEN, C.E., S.E. P. 0. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 JOB NO. SHEETNO.`S OF DESIGN _ DATE STUD CAPACITY: AT EXTER. WALL H=9: 2 x 6 NO 2 @ s:= 12in O.C. ( A:= 8.25 -in' SCF := 7.56.1.3•in3 = 9.83•in3 ]:= 20.80•in4 ) H:= 9 -ft d := 5.5 -in Ke:= I le:= Ke•H Ibf lbf 0.3.0 Fc' := 1300•— E' := 1600000•— c' ;= 0.8 FcE := in int le) 2 z d Fc 1+ �FcE� l+�F' � c� Fc lbf lbf , F c .= Fc� • - - F , c = 878.56 Fb := 875• 2•c' 2•c' c in int 14 4 lbf P W:= := 414 + 15 P := w•s fc :_ — 2 2 ft A � M M q := (15.9)•62 M :_ —q•s•Hz fb := ft 8 SCF- l .l5 z fc fb ) + = 0.2 a 1.33 0. K. FIC fc Fb 1 - FcE 5.(q -s)4 H awind := awind = 0.07 in = 1.53 x 103 OK 384-0-1 Awind AT INTER. WALL H = 9- 2 x 4 NO 2(9 3 3 @ s := 16• in O.C. ( A :- 5.25• in SCF := 3.06• I.5- in - 4.54• in H:= 9 -ft d 3.5 -in Ke := I Ic;= Kc -H lbf lbf 0.3- E' Fc' := 1300 E' := 1600000• c':= 0.8 FcE :_ in in � 1e�2 d 1 + (FcE) - 1 + (�Fc' cE2 'Fc rc' FcG Ibf Fc.= Fc- - Fc 455.09-- 2•c' 2•c cin lbf P w:= 50. 21 21 + 10.9 9 P:= w•s fc:_ — 2 2 ft A 9 .- (5) lbf— ftz M 8 q s Hz fb . SCF [AS 2 fc + fb = 0.35 - 1.33 0. K. F fc b I -FcE) a 1:= 5.36•in4 ) Fb := 875. Ibf in Aseismic := 5-(qs)-Fr Oseismic = 0.11 in 1a = 941.12 OK 384 -F -I Aseismic JAMES C. CHEN, C.E., S.E. JOB NO. P. 0. BOX 20302 SHEETNO.fTl OF _ SAN JOSE, CA 95160 DESIGN (408) 622 - 8251 DATE GROUND FLOOR: JOIST -1 : USE 2 X 6 DF # 1 AT 16 "O.C.. MAX. SPAN = 7' L:= 7 -ft w := (50.1.33)• lbf w = 66.5 lbf ft fl w RL := 1 -w•L RL = 232.75 Ibf 2 10 RR := 1 I -w• L RR = 232.75 lbf RL L RR 2 M:= I •w•LZ M = 407.31 IV -ft 8 Try 2 x DF #I Fb := 1000• lbf Fv := 95• lbf E:= 1700000• Ibf in in2 int Sreqd := b Sreqd = 4.89 in 1.5•(RL — w•ft) 2 Aregd := Aregd = 2.62 in Fv USE 2 X 6 ( A:= 8.25-in2 SCF := 7.56.1.3•in'= 9.83•in3 1:= 20.80-in4 ) Sw40 L4 ALL := 50 ALL = 0.08 in 384-E-1 GIRDER -1: L:= 6 -ft w := (50.7)• lbf ft 1 RL := —•w•L 2 RR:= l .w•L 2 M:= - . w•LZ 8 Try 4xDF#1 M Sreqd := Fb 1.5• RL — w.6 R 12 Areqd :_ Fv USE 4 X 6 ( A:= 19.25-in2 404 5 -w•—, -L 50 ALL 384.8• I w = 350 lb RL = 1.05 x 103lbf RR = 1.05 x 103lbf L = 1.03 x 103 ALL M 1.58 x 103lbf-ft Fb := 1000 lbf Fv,:= 95 Ibf E:= 1700000• Ibf in in in Sreqd = 189 in3 Areqd = 13.82 in SCF:= 17.65.1.3•in3= 22.95•in3 48.53•in4 ) ALI,=0.1in L=727.52 ALL JAMES C. CHEN, C. E.. S. E, JOB NO. P. 0. BOX 20302 SHEET NO. EZ2 OF SAN JOSE, CA 95160 DESIGN (408) 622 - 8251 DATE FOOTING DESIGN: Fp := 1800. Ib2 ft CONTINIOUS FOOTING: roof wail floor ft'q 8+ 8 7+ 13Ibf 3 lbf EXTERIOR WALL W = (50.—+ 15.10 + 50• + 300). = 1.35 x 10 --- 2 2 ft ft B= 1350 ^0.75 ft USE 8=15" 1800 Stem = 8 " MIN w 11 - # 4 cont. at Top & Bott.. wall floor ft'q INTERIOR WALL W= 10-19+50- 14+23 Ibf + 300 — = 1.42 x 10, IV •— 2 ft ft B = 1420 = 0.79 ft USE B = 15 " 1800 Stem = 8 " MIN w / 1 - # 4 cont.. at Toa & Bott. F - 1: P:= 50•(7.7)•Ibf P = 2.45 x 103 IV A = P = 1.36 f12 Fp F-2: USE 2'-6"x2'-6" Min. (A=6.25 sq. ft) W/4-#4 EA WAY USE 1'4" x 1'4" Min. ( A = 1.77 sq. ft ) OR 18" Dia. Pier (A = 1.77 sq. ft) Pallow.= (2.5ft)2•Fp Pailow = 1.13 x 104 Ibf CHECK COL. LOAD AT EXTERIOR GRADE BEAM -- MAX. LOAD CAPACITY: RL= 13,7400 Ibf -- FB -13 d:=(6+24 -3 -0.5) -in d=26.5 in L:= 2•d + 3.5in L = 4.71 ft B := 15 -in P:= B•L•Fp P = 1.06 x 1041bf ADD SPREAD FOOTING 3'0" X 3'-0" Pallow := (3 R)2• Fp Pallow = 1.62 x 104lbf 0 Id L JAMES C. CH EN, C. E., S. E. 2881 Meridian Ave., #118 SAN JOSE, CA 95124 (408) 622 - 8251 INDEX JOB NO. 1212 SHEET" NO.—2— OF DESIGN J. C. DATE 1115113 DESIGN CRITERIA............................................................................................ 2 ROOF FRAMING DESIGN................................................................................. R1 - SECOND FLOOR FRAMING DESIGN.............................................................. Fl - LATERAL 2 iv LATERAL LOADS ANALYSIS............................................................................ L1 - SHEAR WALLS DESIGN COLUMNS.......................................................................... - -2— FOUNDATION FOUNDATION DESIGN..................................................................................... FD1 - 2 DESIGN CRITERIA BUILDING CODE: 2010 CBC FOUNDATION: ALLOWABLE BEARING CAPACITY FOR ( L. L. + D. L.) = 2,500 PSF BY CAPEX ENGR'G INC. PROJ. # , DATED: CONCRETE f'c = 3,000 PSI REINFORCING STEEL: GRADE 60 FOR # 5 AND LARGER GRADE 40 FOR # 4 AND SMALLER MISC. STEEL: ASTM A 36, TYP, U. 0. N. ANCHOR BOLTS AND UNFINISHED BOLTS A 307 COMPOSITE LUMBER: PARALLAM PSL CARPENTRY: D. F. NO. 1, TYP, U.N.O. H.M.C. ASSOCIATES. LLP ARCHITECTURAL AND PLANNING 12280 SARATOGA SUNNYVALE RD.#209, SARATOGA, CA 95070 TEL: 408 446-8418, FAX: 408 404-6032 April 20,2013 To: Arnold Hom, Building Department, City of Cupertino. . Re: 20846 Dunbar Dr. - Permit No: 13020150 Response letter of plan check comments. Dear Arnold, We hereby submit the revised plans for your review. The plan check comments have been resolved as follow: Architectural comments: 1. See `Project notes' on covered sheet of applicable codes notes, sheet T-1. 2. See `Project notes' on covered sheet of applicable codes notes, sheet T-1- 3. attached the soil engr. review letter. 4. See note 3 of project data on sheet T-1. S. Attched 2 copies of CalGreen Checklist. 6. see revised soil report. 7. see site plan, the distance are 5'-7", Sheet A-1. 8. see revised grading plan, provided 2% slope away from bldg w/ bio-swale, Sheet C-1. 9. see notes of CalGreen 4.304 on site plan , sheet A-1. 10. added the note on demolition plan, Sheet A-1.1. 11. revised the window egress note C on Sheet A-2.0. 12. revised the note K, sheet A-2.0. 13. located the AC -2 on sheet A-2.0. 14. not applicable, no sheet DT. 15. located the chimney & kitchen skylight on 2nd floor plan, sheet A-2.1. 16. provide combustible air cals on sheet A-2.0. 17. the daylight of I" floor envelope was measured from the ex. grade per City Ordinance, sheet A-3 & A-4. 18. added the radiant barrier note on section, roof plan & cover sheet, sheet A-4, A-5 & T-1. 19. located the chimney, skylight & sun tunnel on roof plan, sheet A-5. 20. revised the roof vent call (lower roof A), sheet A-5. 21. see structural engr.'s response letter. 22. filled up and signed on section 1, sheet GB -1 23. use `Whirlpool Dryer' vent length max. 40ft per installation specs. Sheet E-1. 24. see whole house vent cals on sheet E-1. 25. updated the note 9, sheet E-1. 26. updated the note 10, sheet E-1. 27. revised to GFIC, sheet E-1. 28. revised the note 5 of Spa & hot tub notes, sheet E-1. 29. added another carbon monoxide, sheet E-1. 30 to 41: see attached letter from structural engr.. Please inform us if you need additional information! Sincerely' .. W e ' Mike Chen, Architect , CUP50TyNO STATEMENT OF SPECIAL INSPECTION'S,. 2010 CBC ~' COMMUNITY DEVELOPMENT DEPARTMENT - BUILDING DIVI§JON ALBERT SALVADOR, P.E., C.B.O., BUILDING OFFICIAL 10300 TORRE AVENUE - CUPERTINO, CA 95014-3255 (408) 777-3228 - FAX (408) 777-3333 - building(Mcupertino.o[g This 'STATEMENT OFSPECIAL INSPECTIONS" issubmitted in fulfillment of the requirements nfCBC Sections 170wand 17Oo This form isstructured after and used bypermission from the <AEAONC>mode statement ofSpecial Inspections. Also, included with this form mthe following: LJ "LIST OFSPECIAL INSPECTION AGENCIES (page 2). Alist oftemfingagencies and other special inspectors that will be retained hoconduct the tests and inspections for this project El 'SCHEDULE OFSPECIAL INSPECTION" (page 3-6). The Schedule ofSpecial Inspections summarizes the Special Inspections and tests required. Special Inspectors will refer to the approved plans and specifications for detailed special inspection requirements. Any additional tests and inspections required by the approved plans and specifications shall also be performed. Special Inspections and Testing will be performed in accordance with the approved plans and specifications, this statement and CBG Sections 17O4.17O5.17OO 1707, and 1708. Interim reports vAll be submitted to the Building Official and the Registered Design Professional in Responsible Charge in accordance with CBC Section 1704.1.2. AFinal Report of Special Inspections documenting required Special Inspections, testing and correction of any discrepancies noted in the inspections shall be submitted priorto issuance of a Certificate of Use and Occupancy (Sect oQ nu|Ropo�wiV document, ��0%.2). �iM��° Ra«uimdmpe�a||ospe��ns ����V�� � T AL' ° Correction ofdiscrepancies noted ininspections. -19 The Owner recognizes his or her obligation to ensure that the construction complies with the approved permit do moniomndVo implement this program of special inspections- in partial fulfillment of these obligations, the Owner will retain and directly pay for the Special Inspections morequired inCBC. Section 17O4.1. This plan has been developed with the understanding that the Building Official will: ° Review and approve the qualifications of the Special Inspectors who will. perform the inspections. ° Monitor special inspection activities unthe job site hoassure that the Special Inspectors are qualified and are performing their duties uacalled for inthis Statement ofSpecial Inspection. ~ Review submitted inspection reports. ° Perform inspections amrequired bythe local building code. /have rree and agree tocomply with the terms and conditions nythis statement Prepared By: Project X Engineer Q Architect Registered Wslg n Professional in Charge Signatu���� ... .... . ...... ... Date: Ow ner Name: N6 A(T Cityist .............. .............................. zip .......................... Phone ..................... City/St..."Jo'Ta., .. Zip.10 41P on . W.. .64Z, PROJECT DESCRIPTION - This 'STATEMENT OFSPECIAL INSPECTIONS" issubmitted in fulfillment of the requirements nfCBC Sections 170wand 17Oo This form isstructured after and used bypermission from the <AEAONC>mode statement ofSpecial Inspections. Also, included with this form mthe following: LJ "LIST OFSPECIAL INSPECTION AGENCIES (page 2). Alist oftemfingagencies and other special inspectors that will be retained hoconduct the tests and inspections for this project El 'SCHEDULE OFSPECIAL INSPECTION" (page 3-6). The Schedule ofSpecial Inspections summarizes the Special Inspections and tests required. Special Inspectors will refer to the approved plans and specifications for detailed special inspection requirements. Any additional tests and inspections required by the approved plans and specifications shall also be performed. Special Inspections and Testing will be performed in accordance with the approved plans and specifications, this statement and CBG Sections 17O4.17O5.17OO 1707, and 1708. Interim reports vAll be submitted to the Building Official and the Registered Design Professional in Responsible Charge in accordance with CBC Section 1704.1.2. AFinal Report of Special Inspections documenting required Special Inspections, testing and correction of any discrepancies noted in the inspections shall be submitted priorto issuance of a Certificate of Use and Occupancy (Sect oQ nu|Ropo�wiV document, ��0%.2). �iM��° Ra«uimdmpe�a||ospe��ns ����V�� � T AL' ° Correction ofdiscrepancies noted ininspections. -19 The Owner recognizes his or her obligation to ensure that the construction complies with the approved permit do moniomndVo implement this program of special inspections- in partial fulfillment of these obligations, the Owner will retain and directly pay for the Special Inspections morequired inCBC. Section 17O4.1. This plan has been developed with the understanding that the Building Official will: ° Review and approve the qualifications of the Special Inspectors who will. perform the inspections. ° Monitor special inspection activities unthe job site hoassure that the Special Inspectors are qualified and are performing their duties uacalled for inthis Statement ofSpecial Inspection. ~ Review submitted inspection reports. ° Perform inspections amrequired bythe local building code. /have rree and agree tocomply with the terms and conditions nythis statement Prepared By: Project X Engineer Q Architect Registered Wslg n Professional in Charge Signatu���� ... .... . ...... ... Date: Ow ner Name: Inspeclion Agency I Inspector Name: Building Opcial or designefe: I Sit SpeciaInspectionForm - revised 02113113 z�°-/ � C���| LIST OF SPECIAL INSPECTION AGENCIES APPROVAL OF SPECIAL INSPECTORS: Each special inspection agency, testing facility, and special inspector shall be recognized by the Building Official prior to performing any duties. Special Inspection agency's listed on this form must be pre -approved and listed on Cupertino's approved Special Inspector's list. Special inspectors shall cavy approved identification when performing the functions of a special inspector. Identification cards shall follow the criteria set by the California Council of Testing and Inspection Agencies. No personnel changes shall be made without first obtaining the approval of the Building Official. Any unauthorized personnel changes may result in a "Stop Work Order' and possible permit revocation. To be pre- approved by the City of Cupertino, refer to the SPECIAL INSPECTION CRITERIA handout. Please allow two weeks to complete the application process. The following are the testing ands ecial inspection agencies that will be retained to conduct tests and inspection on thisproject: EXPERTISE FIRM I INSPECTOR INFORMATION . 1. Special Inspection (except for Firm ... �.;[~,1�.....;f.7�...TCr ......... Addr..... o -.ox.... ±.g.8...... .......... ..... geotechnical} City....... .1►n�t ............................................................... State ..... G.14 ......... Zip q .3-1 . Telephone �Emai]..Cj5Pe .I,qr,.' f.8 ..`v 2. Material Testing Firm....a. w. ......4... f•??.�........Addr......................... ................................................................ city.......................................................................................................... State .......................Zip ...................... Telephone.......................................Fax............................................ Email......................................................... 3. Geotechnical Inspections Firm ... ._ C ........... ..Addr......................................................................................... city............ :..................................................... ........................................ State .......................Zip ...................... Telephone...................................... Fax ........... ................................. Email ......................................................... 4. Other: Firm.....................................................................Addr......................................................................................... city.......................................................................................................... State .......................zip ...................... Telephone...................................... Fax ............................................ Email......................................................... All agencies specified on this form must be pre -approved and listed on the City of Cupertino's Approved Special Inspector's List. SEISMIC REQUIREMENTS (Section 1705.3.6) Description of seismic -force -resisting system and designated seismic systems subject to special inspections as per Section 1705.3: -SLY WvZO op , V( g&Qzr L The extent of the seismic -force -resisting system is defined in more detail in the construction documents. WIND REQUIREMENTS Section 1705.4.1 Description of main wind -force -resisting system and designated wind resisting components subject to special inspections in accordance with Section 1705.4.2: The extent of the main wind -force -resisting system and wind resisting components is defined in more detail in the construction documents. SpecialnspecfionForm - revised 02/13/13 M SCHEDULE OF SPECIAL INSPECTION SITE -7 ADDRESS-�� APN _ .moi J `lam HP#���Z� PROJECT DESCRIPTION: r ►�7 Notation Used in Table: Column headers: C Indicates continuous inspection is required. P Indicates periodic inspections are required. The notes and/or contract documents should clarify. Box entries: X Is placed in the appropriate column to denote either "C" continuous or "P" periodic inspections. Denotes an activity that is either a one-time activity or one whose frequency is defined in some other manner. 4dditional detail regarding inspections and tests are provided in the project specifications or notes on the drawings. VERIFICATION AND INSPECTION C P STANDAC IBC REFERENCE STANDRD INSPECTION OF FABRICATORS 1. ❑ Inspect fabricators fabrication and quality control — 1704.3 procedures. INSPECTION OF STEEL 1. Material verification of high-strength bolts, nuts and washers. ❑ Identification marking to conform to ASTM stds AISC 360, specified in the approved construction documents. __ X Section A3.3 and applicable ASTM material standards ❑ Inspect fabricators fabrication and quality control — X — — procedures. 2. Inspection of high-strength bolting: ❑ Snug -tight joints. -- X ❑ Pretensioned and slip -critical joints using tum -of -nut with matchmarking, twist -off bolt or direct tension -- X AISC 360, indicator methods of installation. Section M2.5 1704.3.3 ❑ Pretensioned and slip -critical joints using tum -of -nut without matchmarking or calibrated wrench methods X — of installation. 3. Material verification of structural steel and cold -formed steel deck. ❑ For structural steel, identification markings to conform ^' X AISC 360, to AISC 360. Section M2.5 ❑ For other steel, identification markings to conform to Applicable ASTM ASTM standards specified in the approved — X material standards construction documents. ❑ Manufacturers certified test reports. - - X SpecialnspectionForm - revised 02/13/13 VERIFICATION AND INSPECTION CP P REFERENCED STANDARD IBC REFERENCE 4. Material verification of weld filler materials: ❑ Identification marking to conform to AWS specification in the approved construction documents. -- X AISC 360, Section A3.5 and applicable AWS A5 documents 1704.3 ❑ Manufacturers certificate of compliance required. --- X --- — 5. Inspection of welding: a. Structural steel and cold -formed steel deck: Complete and partial joint penetration groove welds. X — AWS D1.1 1704.3.1 ❑ Multipass fillet welds. X — ❑ Single -pass fillet welds > 5116" X -- ❑ Plug and slot welds. X -- ASingle -pass fillet welds <= 5116" --- X ❑ Floor and roof deck welds. -- X L AWS D1.3 b. Reinforcing steel: ❑ Verification of weldability of reinforcing steel other than ASTM A 706. X AWS D1.4 ACI 318: Section 3.5.2 – ❑ Reinforcing steel resisting flexural and axial forces in intermediate and special moment frames, and boundary elements of special structural walls of concrete and shear reinforcement. X --- ❑ Shear reinforcement. X -- ❑ Other reinforcing steel. --- X 6. Inspection of steel frame joints details for compliance: ❑ Details such as bracing and stiffening. -- X --- 1704.3.2 ❑ Member locations. -- X ❑ Application of joint details at each connection. --- X VERIFICATION AND INSPECTION C P REFERENCED STANDARD IBC REFERENCE INSPECTION OF WELDING 1. ❑ Welded studs when used for structural diaphragms. -- X -- 1704.3 2. ❑ Welding of cold -formed steel framing members. — X 3. ❑ Welding of stairs and railing systems. -- X SpecialnspeclionForm - revised 02/13/13 VERIFICATION AND INSPECTIONC p REFERENCED IBC STANDARD IREFERENCE INSPECTION OF CONCRETE 1. ❑ Inspection of reinforcing steel, including prestressing _ X ACI 318: 3,5,7,1-7.7 1913.4 tendons and placement. 2. ❑ Inspection of reinforcing steel welding in accordance AWS D1.4 ACI 318: with Table 1704.3 Item 5b. 3.5.2 3. ❑ Inspection of bolts to be installed in concrete prior to and during pJacement of concrete where allowable X --- ACJ 398: 8.1.3, 1911.5, 1912.1 loads have been increased or where strength design 21.2.8 is used. 4. ❑ Inspection of anchors installed in hardened concrete. - X ACI 318: 1912.1 5. ❑ Verifying use of required design mix. 1904.2.2,1913.2, X ACI 318: 1913.3 6. ❑ At time fresh concrete is sampled to fabricate ASTM C 172 specimens for strength tests, perform slump and air X — ASTM C31 1913.10 content tests and determine the temperature of the concrete. ACJ 398: 5.6, 5.8 7. 0 Inspection of concrete and shotcrete placement for X — ACI 318: 5.9, 5.10 1913.6, 1913.7, proper application techniques. 1913.8 8. ❑ Inspection for maintenance of specified curing— X ACI 318: 5.19-5.93 1913.9 temperature and techniques. 9. Inspection of prestressed concrete: ❑ Application of prestressing forces. X — ACI 318:18.20 ❑ Grouting of bonded prestressing tendons in the X _ ACI 398: 98.98.4 seismic force -resisting system. 10. ❑ Erection of precast concrete members. -- X ACI 318: Ch. 16 — 11. ❑ Verification of in-situ concrete strength, prior to stressing of tendons in posttensioned concrete and __- X ACI 318: 6.2 -- prior to removal of shores and forms from beams and structural slabs. 12. ❑ Inspect formwork for shape, location, and dimensions __- X ACI 318:6.6.1 --- of the concrete member being formed. 13. ❑ Bolts Installed in Existing Masonry or Concrete ❑ Direct tension testing of existing anchors. — X See ICC ES Reports form special inspection requirements for proprietary products ❑ Direct tension testing of new bolts. --- X ❑ Torque testing of new bolts. __ X ❑ Prequalification test for bolts and other types of — X anchors. 14. ❑ Other: SpecialnspectionForm - revised 02113113 SpecialnspectionForm - revised 02/13/13 REFERENCE FOR CRITERIA VERIFICATION AND INSPECTION C P IBC TMS 4021AC1 TMS 4021ACI SECTION 5301ASCE 5 530/ASCE 6 INSPECTION OF LEVEL 4 MASONRY 1. ❑ Compliance with requited inspection provisions of the construction documents and the approved — X -- - - Art. 1.5 submittals shall be verified. 2. ❑ Verification of f, and f aac prior to construction — X — — Art. 1.413 except where specifically exempted by this code. 3. ❑ Verification of slump flow and VS1 as delivered to X — — -- Art. 1.513.11.3 the site for self consolidating grout. 4. As masonry construction begins, the following shall be verified to ensure compliance: ❑ Proportions of site -prepared mortar. — X -- — Art. 2.6A ❑ Construction of mortar joints. — X — — Art.3.3B ❑ Location of reinforcement, connectors, — X — — Art. 3.4, 3.6A prestressing tendons, and anchorages. ❑ Prestressing technique. -- X — -- Art. 3.613 ❑ Grade and size of prestressing tendons and — X -- — Art. 2.413, 2.4H anchorages. 5. During construction the inspection program shall verify: ❑ Size and location of structural elements. — X — — Art. 3.31' ❑ Type, size, and location of anchors, including Sec. 1.2.2(e), other details of anchorage of masonry to — X — 1.16.1 _ structural members, frames or other construction. ❑ Specified size, grade, and type of reinforcement, anchor bolts, prestressing tendons and — X — Sec. 1.15 Art. 2.4, 3.4 anchorages. ❑ Welding of reinforcing bars. X — — — 13 Preparation, construction and protection of masonry during cold weather (temperature below _ X Sec. 2104.3, — Art. 1.8C, 1.81) 40 degrees F) or hot weather (temperature above 2104.4 90 degrees F). ❑ Application and measurement of prestressing X -- — — Art. 3.613 force. 6. Prior to grouting the following shall be verified to ensure compliance: ❑ Grout space is clean. --- X — — Art. 3.21) ❑ Placement of reinforcement and connectors and — X -- Sec. 1.3 Art. 3.4 prestressing tendons and anchorages. ❑ Proportions of site -prepared grout and — X -- — Art. 2.613 prestressing grout for bonded tendons. ❑ Construction of mortar joints. — X — — Art. 3.313 7. Grout placement: ❑ Grout placement shall be verified ensure X -- — --- Art. 3.5 compliance. ❑ Observe grouting of prestressing bonded X — — — Art 3.6C tendons. SpecialnspectionForm - revised 02/13/13 SpecialnspectionForm - revised 02/13/13 REFERENCE FOR CRITERIA VERIFICATION AND INSPECTION C P IBC TMS 4021ACI TMS 4021ACI SECTION 530/ASCE 5 530/ASCE 6 8. ❑ Preparation of any required grout specimens, Sec_ mortar specimens, and/or prisms shall be --- X 2105.2.2, -- Art. 1.4 observed. 2105.3 INSPECTION OF LEVEL 2 MASONRY 1. ❑ Compliance with required inspection provisions of the construction documents and the approved -- X --- -- Art. 1.5 submittals. 2. ❑ Verification of f'n, and fAAc prior to construction and for every 5,000 square feet during --- X --- -- Art. 1.413 construction. 3. ❑ Verification of proportions of materials in premixed or preblended mortar and grout as — X -- -- Art. 1.58 delivered to the site. 4. ❑ Verification of slump flow and VSI as delivered to X __ __ — Art. 1.513.1.b.3 the site for self consolidating rout. 5. The following shall be verified to ensure compliance. ❑ Proportions of site -prepared mortar, grout, and X __ __ Art. 2.6A prestressing grout for bonded tendons. ❑ Placement of masonry units and construction of -- X — -- Art. 3.38 mortar joints. ❑ Placement of reinforcement, connectors and X -- Sec. 1.15 Art. 3.4, 3.6A prestressing tendons and anchorages. ❑ Grout space prior to grouting. X — --- -- Art. 3.2D ❑ Placement of grout. X — -- -- Art_ 3.5 ❑ Placement of prestressing grout. X — — --- Art. 3.6C ❑ Size and location of structural elements. — X -- -- Art. 3.31' ❑ Type, size, and location of anchors, including other details of anchorage of masonry to X -- -- Sec.1.2.2(e) --- structural members, frames and other construction. ❑ Specified size, grade, and type of reinforcement, anchor bolts, prestressing tendons and --- X -- Sec. 1.15 Art. 2.4, 3.4 anchorages. ❑ Welding of reinforcing bars. X ___ Sec. 2.1.9.7.2, 3.3.3.4 (b) ❑ Preparation, construction, and protection of masonry during cold weather (temperature below _ X Sec. 2104.3, Art, 1.8C, 1.8D 40 degrees F) or hot weather (temperature above 2104.4 90 degrees F). ❑ Application and measurement of prestressing X __ __ __ Art. 3.68 force. 6. ❑ Preparation of any required grout specimens, Sec. mortar specimens, and/or prisms shall be X -- 2105.2.2, --- Art. 1.4 observed. 2105.3 SpecialnspectionForm - revised 02/13/13 VERIFICATION AND INSPECTIONC p REFERENCED STANDARD IBC REFERENCE INSPECTION OF WOOD 1, ❑ Inspect prefabricated wood structural elements and assemblies in accordance with Section 1704.2. _-- 1704.6 2. ❑ Inspect site built assemblies. — -- 3. Inspect high -load diaphragms: ❑ Verify grade and thickness of sheathing. -- -- ❑ Verify nominal size of framing members at adjoining panel edges. _ -- 1704.6.1 ❑ Verify nail or staple diameter and length, -- -- ❑ Verify number of fastener lines, --- — ❑ Verify spacing between fasteners in each line and at edge margins. --- --- 4. ❑ Metal -plate -connected wood trusses spanning 60 feet or greater: Verify temporary installation restraint/bracing and the permanent individual truss -- X -- 1704.6.2 member bracing are installed in accordance with the approved truss submittal package. REQUIRED VERIFICATION AND INSPECTION OF SOIL 1. ❑ Verify materials below footings are adequate to — X achieve the desired bearing capacity. 2. ❑ Verify excavations are extended to proper depth and X have reached proper material. 3. ❑ Perform classification and testing of compacted fill X materials. -- Table 1704.7 4. ❑ Verify use of proper materials, densities and lift thicknesses during placement and compaction of X -- compacted fill. 5. ❑ Prior to placement of compacted fill, observe subgrade — X and verify that site has been prepared properly. REQUIRED VERIFICATION AND INSPECTION OF DEEP DRIVEN FOUNDATION ELEMENTS 1. ❑ Verify element materials, sizes and lengths comply X with the requirements. 2. ❑ Determine capacities of test elements and conduct X -- additional load tests, as required. 3. ❑ Observe driving operations and maintain complete X and accurate records for each element. 4. ❑ Verify locations of piles and their plumbness, confirm type and size of hammer, record number of blows per — Table 1704.8 foot of penetration, determine required penetrations to X -- achieve design capacity, record tip and butt elevations and document any damage to foundation element. 5. ❑ For steel elements, perform additional inspections in accordance with Section 1704.3. _ 6. ❑ For concrete elements and concrete filled elements, perform additional inspections in accordance with -- -- Section 1704.4. SpecivinspeclionForm - revised 02/13/13 VERIFICATION AND INSPECTION C P REFERENCED IBC STANDARD REFERENCE 7. ❑ For specialty piles, perform additional inspections as determined by the registered design professional in --- -- --- Table 1704.8 responsible charge. REQUIRED VERIFICATION AND INSPECTION OF CAST -IN-PLACE DEEP FOUNDATION ELEMENTS 1 ❑ Observe drilling operations and maintain complete and X accurate records for each element. 2. ❑ Verify placement locations and plumbness, confirm element diameters, bell diameters (if applicable), lengths, embedment into bedrock (if applicable),, and X — -- Table 1704.9 adequate end -bearing strata capacity. Record concrete or grout volumes. 3. ❑ For concrete elements, perform additional inspections in accordance with Section 1704.4. HELICAL PILE FOUNDATIONS 1. ❑ Record installation equipment used, pile dimensions, X --- -- 1704.10 tip elevations, final depth, final installation torque. SPRAYED FIRE-RESISTANT MATERIALS Physical and visual tests 1. Condition of substrates. ❑ Inspect surface for accordance with the approved fire - resistance design and the approved manufacturers --- written instructions. ❑ Verify minimum ambient temperature before and after --- X application. _-_ 1704.12.1 ❑ Verify ventilation of area during and after application. -- X 2. ❑ Measure average thickness per ASTM E605 and — Section 1704.12.4. 3. ❑ Verify density of material for conformance with the approved fire-resistant design and ASTM E605. (Ref. --- --- Section 1704.12.5) 4. ❑ Test cohesivetadhesive bond strength per Section 1704.12.6. - 5. ❑ Condition of finished application. MISCELLANEOUS 1. Mastic and Intumescent Fire -Resistant Coating. — — -- 1704.13 2. Exterior Insulation and Finish Systems (EIFS). Water - resistive barrier coating when installed over a sheathing -- — -- 1704.14 substrate. 3. Special Cases -- — — 1704.15 4. Smoke Control System --- --- — 1704.16 5. Seismic Resistance ❑ Suspended ceiling systems and their anchorage. -- --- --- 1705.3 [4.3] 3peciainspectionForm - revised 02113113 VERIFICATION AND INSPECTION C P REFERENCED STANDARD IBC REFERENCE 6. Wind Resistance ❑ Roof cladding and roof framing connections. --- — El Wall Wall connections to roof and floor diaphragms and - _ — framing. ❑ Roof and floor diaphragm systems, including — collectors, drag struts and boundary elements. - ❑ Vertical wind-force-resisting systems, including braced frames, moment frames, and shear walls. – ❑ Wind-force-resisting system connections to the T — foundation. ❑ Fabrication and installation of systems or components required to meet the impact resistance requirements — - - of Section 1649.1.2. SPECIAL INSPECTION FOR WIND REQUIREMENTS 1. Structural Wood ❑ Inspect field gluing operations of elements of the main X — wind-force-resisting system. — 1706.2 ❑ Inspect nailing, bolting, anchoring, and other fastening of components within the main windforce-resisting _ X system, including wood shear walls, wood diaphragms, drag struts, braces and hold-downs. 2. Cold-Formed Steel Framing ❑ Welding of elements of the main wind-force-resisting — X system. ❑ Inspection of screw attachments, bolting, anchoring, and other fastening of components within the main –' 1706.3 wind-force-resisting system including shear walls, -- X braces, diaphragms, collectors (drag struts) and hold- downs. 3. Wind-resisting components ❑ Roof cladding. -- X -- 1706.4 ❑ Wall cladding. -- X SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE 1. XSpecial inspection for welding in accordance with the X -- 1707.2 quality assurance plan requirements of AISC 341. 2. Structural Wood ❑ Inspect field gluing operations of elements of the X — seismic-force-resisting system. Sk Inspect nailing, bolting, anchoring, and other fastening of components within the seismic-force-resisting 1707.3 system, including wood shear walls, wood -- X diaphragms, drag struts, braces, shear panels and hold-downs. 3. Cold-Formed steel light-frame construction ❑ Welding of elements of the seismic-force-resisting X 1707.4 system. SpecialnspeclionForm - revised 02113113 ❑ Inspection of screw attachments, bolting, anchoring, and other fastening of components within the seismic- _- X force -resisting system including shear walls, braces, diaphragms, collectors (drag struts) and hold-downs. 4. Storage racks and access floors ❑ Anchorage of storage racks 8 feet or greater in height X 1707.5 and access floors. 5. Architectural components ❑ Inspect erection and fastening of exterior cladding weighing more than 5 psf and higher than 30 feet – X above grade or walking surface. ❑ Inspect erection and fastening of veneer weighing more than 5 psf.and higher than 30 feet above grade --- X or walking surface. 1707.6 ❑ Inspect erection and fastening of all exterior non- bearing walls higher than 30 feet above grade or — X walking surface. ❑ Inspect erection and fastening of all interior non- bearing walls weighing more than 15 psf and higher -- X than 30 feet above grade or walking surface. 6. Mechanical and Electdcal Components ❑ Inspect anchorage of electrical equipment for — X emergency or stand-by power systems. ❑ Inspect anchorage of non -emergency electrical X equipment. ❑ Inspect installation of piping systems and associated mechanical units carrying flammable, combustible, or — X -- 1707.7 highly toxic contents. ❑ Inspect installation of HVAC ductwork that contains X hazardous materials. ❑ Inspect installation of vibration isolation systems — X where required by Section 1707.7. 7. ❑ Verify that the equipment label and anchorage or mounting conforms to the certificate of compliance _- – --- 1707.8 when mechanical and electrical equipment must be seismically qualified. 8. ❑ Seismic isolation system: Inspection of isolation — X — 1707.9 system per ASCE 7 – Section 17.2.4.8 9. ❑ Obtain mill certificates for reinforcing steel, verify compliance with approved construction documents, --- -- --- 1708.2 and verify steel supplied corresponds to certificate. 10. ❑ Structural Steel: Invoke the QAP Quality Assurance — — 1708.3 requirements in AISC 341. 11. ❑ Obtain certificate that equipment has been seismically _ 1708.4 qualified. 12. ❑ Obtain system tests as required by ASCE 7 Section — _ 1708.5 17.8. SpecialnspecrionForm - revised 02/13/13 JAMES C. CHEN, C.E., S.E. 2881 Meddian Ave., #118 SAN JOSE, CA 95124 (408) 622 - 8251 JOB NO. 1212 SHEET NO.1/1 OF DESIGN J. C. DATE 414113 LETTER COMPLY WITH PLAN CHECK COMMENTS PROPOSED RESIDENCE 20864 DUNBAR DRIVE CUPERTINO, CA - �.., CUPERTINO Building Depaitmen' 2 1 2u,3 REVIEWED FOR CODE COMPLiANCI- �a QROFESSIp�,�` Reviewed By: �y,zpah•1{s4'c <,y No. 2282 4 OF { f — 4 L q cop. -, n L I ' x� Dear Arnold: I respond the comment as follows: 20. For vents at roof, punching holes at top plate blocking is OK for shear transfer. For vents at crawl space add Simpson CS 16 x 36" at 2 x sill plate and 3 x sill mud where splices are located at shear walls. See revised Detail 3 and 4 on S-5, REV. 1. 30 See attached Special Inspections Form. 31 Revise Shear Wall Schedule as shown on S-2, REV. 1, also on calculation sheet W1, REV. 1. 32 Add Simpson SWI, S W2 and S WP. 33 Add 2"sand on garage slab on S-2, REV. 1. 34 Revise calculation sheet L2, add grid line 3.3, revise analysis calculation as shown on sheet L2, REV. 1, and W3, REV. 1. 35 Add grid lines on S-2, S-3 and S-4, REV. 1. 36 Revise shear wall from Type A to Type B on grid line 6, S-3, REV. 1. 37 Revise shear wall from Type A to Type B on grid line B, S-3, REV. 1. 38 Revise calculation sheet L2, add grid line E.5, revise analysis calculation as shown on sheet L2, REV. 1, and W 10, REV. 1. Add collector Simpson ST6224 and 2.2x12 on Roof Framing Plan at grid line E.5, S-4, REV. 1. 39 Add note to specify where plywood for floor is continuous to the exterior perimeter of the building. Yes, the other area is Cathedral ceiling. 40 Add Simpson CS1606" on both sides of studs, see Detail 13 and 17, S-5, REV. 1. 41 Specify pressure treated posts on Detail 19 and 20, S-5. REV. 1. 1-3 JAMES C. CHEN, C.E., S.E. 2881 Meridian Ave., #118 SAN JOSE, CA 95124 (408) 622 - 8251 JOB NO. SHEET NO. -/I OF DESIGN DATE REV. 1 4-4-13 TYPICAL SHEAR WALL SCHEDULE: TYPE A 112" Plywd, CDX, w/ 10d @ 6" o.c. edges, 10d @ 12" o.c. field, Allow. = 340 # 1 ft Framing Clips : Simpson A35, Spacing = 695 = 2.04 Use 24" o.c. @ Roof 340 Use 16" o.c. @ Floor 2 x Sill Plate @ Second Floor and Up Sill Plate Nails : Use 16d Spacing = 105.1.33 _ 0.41 Use 5" o.c. 340 3 x P.T. Sill Plate w/ 518 dia. A.B. Spacing= 930.1.6 = 4.38 Use 48" o.c. 340 TYPE B 112" Plywd, CDX, w/ 10d @ 4" o.c, edges, 10d @ 12" o.c, field, Allow. = 510 # / ft Framing Clips : Simpson A35, Spacing = 695 = 1.36 Use 16" o.c. 510 2 x Sill Plate @ Second Floor and Up Sill Plate Nails : Use 16d Spacing = 105.1.33 = 0.27 Use 4" o.c. 510 3 x P.T. Sill Plate w/5/8 dia. A.B. Spacing= 930.1.6 g 510 2'92 Use 32" o.c. TYPE C 1/2" Plywd, CDX, w/ 10d @ 3" o.c. edges, 10d @ 12" o.c, field, Allow. = 660 # / ft Framing Clips: Simpson A35, Spacing = 695 = 1.05 Use 12" o.c. 660 2 x Sill Plate @ Second Floor and Up Sill Plate Nails: Use 16d Spacing 105-1.33 p g= =0.21 Use 3"o.c. 660 3 x P.T. Sill Plate w/5/8 dia. A.B. Spacing= 930.1.6 = 2.25 Use 24" o.c. 660 TYPE D 1/2" Piywd, CDX, w/ 10d @ 2" ox, edges, 10d @ 12" o.c. field, Allow. = 870 # / ft Framing Clips : Simpson A35, Spacing = 695 = 0.8 Use 8" o.c. 870 2 x Sill Plate @ Second Floor and Up Sill Plate Nails : Use 16d Spacing 105-1.33 P 9 = 870 = 0.16 Use 2" o.c. 3 x P.T. Sill Plate w/518 dia. A.B. S acin 930.1.6 p g = 870 – 1.71 Use 16" o.c. JAMES C. CHEN, C.E., S. E. 408 N0. /,` �,�3 P. O. BOX 20302 SHEET NO. L7_ -OF _ 2 SAN JOSE, CA 95760 DESIGN (408) 622 - 8251 r DATE 3' z °q° 30 sa D �,. c7 �g6a'� ` $5� zB' sac, za4A z,¢d o 4 4,azc7 000 D' lir L, r f T o D 1 4- cs r— a 10 14 S. ' M _ � q 0 S r I'Vo + M. _ Q v 1�3Sof f,g7D U 14 ,1 U io 6@ I - fill is � i c �{, a s'1 v -Zv" FL LOW E4?�' F,09 V-A F-fi R,64 M JAMES C. CHEN, C.E., S.E. P. O. BOX 20302 SAN JOSE, CA 95160 (408) 622 - 8251 JOB NO. SHEET NO. W3 OF �{ DESIGN -�---� DATE REV. 1 414113 LOAD COMBINATIONS FOR ALLOWABLE STRESS DESIGN: FORMULA 8 GOVERNS. (0.6 - 0.14SDS) D + 0.7 p QE + H p:= 1.3 H = 0 SDs := 1.35 SHEAR WALL AT LINE 3: SECOND FLOOR: L:= (7.5 + 14) -ft Vr := 0.7•p•(4900)-lbf Roof Diaph , Y - Dir. Vr = 4.46 x 1031bf hl := 9 -ft V Vr V = 207.4 lbf 7.5 -ft L ft OM := (Vr.hl). L USE TYPE A WALL 2 (Allow. = 340#/ft) RM := (0.6 - 0.I4•SDs) 20.2 2 7.5 + I0.8.5 •.lbf-ft 2 2 T:= OM - RM T = 1.83 x 103lbf USE 2 - SIMP CS16 (7.5--0.5)•ft (Allow. = 2 X 1,705 #) FIRST FLOOR: L:= (11 + 5.75) -ft Vf := 0.7•p•(4000+ 1140)-lbf Vf = 4.68 x 103lbf 2nd FI. Diaph , Y - Dir. V Vf + Vr V = 545.46 lbf L ft h2:= 10 -ft USE TYPE C WALL 5.75 -ft( Allow. = 660#/ft) OM := [ Vf •h2 + Vr-(hl +h2)]- L RM := (0.6 - 0.14•SDs)•(20.2 + 10.1.33 + 10.18.5)- 5.752.1bf -ft 2 T:= T = 8.53 x 10 lbf OM - RM 3 USE SIMP HDQ8 (5.75 -• 0.65) -ft ( Allow. = 9,230 #) 4 112" SHEAR WALL AT LINE 3.3: FIRST FLOOR: L:= (12) -ft Vr := 0.7•p•(I340)•Ibf 2nd FI. Diaph , Y - Dir. Vr = 1.22 x 103 lbf hl := 10 -ft OM := (Vr-hl)- 12 ft A L V:= Vr V = 101.62 lbf L ft USE TYPE A WALL ( Allow. = 340#/ft) 122 RM := (0.6 - 0.I4•SDs)•(10.1.33 + 10.9)- 2 •Ibf-ft OM - RM T := T = 744.53 lbf (12 - 0.5)•ft USE SIMP STHD141 STHD14RJ ( Allow. = 3,500 #) ,, .� _., ,.-� rlt„ IQ JAMES C. CHEN, C.E., S.E. JOB NO. xle-1 P. O. BOX 20302 SHEET NO. W10 OF SAN JOSE, CA 95160 DESIGN (408) 622 - 8251 DATE REV. 1 4!4113 LOAD COMBINATIONS FOR ALLOWABLE STRESS DESIGN: FORMULA 8 GOVERNS, (0.6 - 0.14SDS) D + 0.7 p QE + H p:= 1.3 H = 0 SDs := 1.35 SHEAR WALL AT LINE E: FIRST FLOOR: L:= (7 + 6) -ft Vr := 0.7•p•(6390)•lbf 2nd Fl. Diaph , X - Dir. Vr = 5.81 x 103lbf hl := 10 -ft V Vr V = 447.3 Ibf L ft 6 -ft USE TYPE C WALL OM := (Vr-hl).— L (Allow. = 660#/ft) 2 RM := (0.6 – 0.14•SDs)•(20.6 + 15.10 6-•Ibf-ft 2 f 2 T:= OM – RM T = 4.73 x 103 IV USE SIMP HDU8 (6 – 0.65) -ft ( Allow. = 6,670 # ) $HEAR WALL AT LINE E .5 - -1-1---- FIRST FLOOR: L.= (1 + 1) -ft Vr:= 0.7•p•(1450)•Ibf 2nd FI. Diaph , X- Dir. \\\ Vr ; 1.32 x 1031bf USE2SIMP. SSW12X7 hl :� 8 ft (Alk)w. = 2X1,230 #) OM := (Vr•hl). Lft RM:= (0.6 – 0.14.5Ds)•(20.2 2 + 15.8)• 2 •lbf•ft J OM – RM T = 7.83 x 103 Ibf USE 1° DIAM A. B. X36" �1 – 0.33)•ft SHEAR WALL AT LINE F: FIRST FLOOR: L-.= (2 + 2) -ft Vr := 0.7•p•(690)•lbf 2nd FI. Diaph , X - Dir. Vr = 627.9lbf hl := 10.11 USE 2-SIMP. SW24X9-RF (Alk)w. =2X965 #) 2 -ft OM := (Vr•hl)• L 2z RM := (0.6 – 0.14•SDs)•(20.2 + 15.10)• •Ibf-ft 2 T:- OM -- RM T= 1.79 x 1031bf USE SIMP SSTB28 (2 -- 0.33) -ft (Alk)w. = 8710 # ) 2010 CALGREEN RESIDENTIAL CHECKLIST — MANDATORY ITEMS,' COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION °ju-moi` ,T`J' CUI?l:RT11N0 ALBERT SALVADOR, P.E., C.B.O., BUILDING OFFICIAL 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 r 11�-!fig J^`:� r•� 408 777-3228 •FAX 408 777-3333 • buildin cu ertino.o ''? PURPOSE - The ? ( ) aCa� n ra � 1 The 2010 CalGreen Code applies to all newly constructed hotels, motels, lodging houses, dwellings, dormitories, condominiums, shelters, congregate residences, employee housing, factory -built housing and other types of swellings with sleeping accommodations and new accessory buildings associated with such uses. Existing site and landscaping improvements that are not otherwise disturbed are not sub'ect to the requirements of CALGreen. S BMITTA L Project Name: Residence for Dunbar LLC 2 Project Address: 20846 Dunbar Dr. Project Description Instructions: proposed a new 2 story single family dwelling wl attached garage 1. The Owner or the Owner's agent shall employ a licensed professional experienced with the 2010 California Green Building Standards Codes to verify and assure that all required work described herein is properly planned and implemented in the project. 2. The licensed professional, in collaboration with the owner and the design professional shall initial Column 2 of this checklist, sign and date Section 1 - Design Verification at the end of this checklist and have the checklist printed on the approved plans for the project. 3. Prior to final inspection by the Building Department, the licensed professional shall complete Column 3 and sign and date Section 2 - Implementation Verification at the end of this checklist and submit the completed form to the Building Inspector. Column 2 Column 3 MANDATORY FEATURE OR MEASURE Project Verification Re uirements ., .1 PLANNING AND, DESIGN3 `Planning a`nd D' I"' ri - Site"Presenia on 4.104.1 A site plan and inventory of the site is developed and used to minimize site disturbance in order preserve desirable existing natural resources and ❑X ❑ minimize future adverse effects on the proposed structure. <q ; ., F annind and; Design Sate Llevelopmeirtt q..v. 4.106.2 A plan is developed and implemented to manage storm water nX 11drainage during construction. 4.106.3 The site shall be planned and developed to keep surface water away from buildings. Construction plans shall indicate how site grading or a drainage ❑X ❑ system will manage all surface water flows. Page I of 5 CalGreen_2010. doc revised 08/27/11 A4.2 ENERGY EFFICIENCY aGenrala 4.201.1 Low-rise residential buildings shall meet or exceed the minimum ❑ standard design required by the California Energy Standards. ,. .3 WATER EFFICIENCY AND CONSERVATION "Indoor Waiter, Uie�, 4.303.1 Indoor water use shall be reduced by at least 20 percent using one of the follow methods. 0 ❑ water saving fixtures or flow restrictors shall be used per Table 4.303.2. ❑ As of 7/01/2011 ElA 20 percent reduction in baseline water use shall be demonstrated per Table 4.303.1. 4.303.2 when using the calculation method specified in Section 4.303.1, 0 multiple shcwerheads shall not exceed maximum flow rates. ❑ As of 7/07/2011 4.303.3 Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with specified performance requirements. ❑ As of 7/01/2011 XS Outdoor 4.304.1 Automatic irrigation systems installed at the time of final inspection ❑ shall be weather-based. ■ . ■ MA-I-ERIAL CONSERVATIONAND m l ntiarrced D°uribtii fy'arld.Reduced 111 arr►tenance 4.406.1 Joints and openings. Annular spaces around pipes, electric cables, conduits, or other openings in plates at exterior walls shall be protected ❑ against the passage of rodents by closing such openings with cement mortar, concrete masonry or similar method acceptable to the enforcing agency. Cjicrng_ a Co�sfructiondlt�aste`Reduction;ilrspnsatandIke, F� 4.408.2 where a local jurisdiction does not have a construction and demolition waste management ordinance, a construction waste management plan shall Q ❑ be submitted for approval to the enforcing agency. >Building Ma ntert =6 and eratlioi�r 4.410.1 An operation and maintenance manual shall be provided to the ❑ building occupant or owner. Page 2 of 5 CalGreen 2010.doc revised 08117111 A4.5 ENVIRONMENTAL f F�TeI?ICeS x 4.503.1 Install only a direct -vent sealed -combustion gas or sealed wood- ❑ ❑ burning fireplace, or a sealed woodstove. Pollutant Cgntrol k. <a.. 2_1 _ >d, ?. . ,mow ... �e• .:.+� �' s,q €= `z 4.504.1 Duct openings and other related air distribution component openings ❑ ❑ shall be covered during construction. 4.504.2.1 Adhesives, sealants and caulks shall be compliant with VOC and ❑ ❑ other toxic compound limits. 4.504.2.2 Paints, stains and other coatings shall be compliant with VOC limits. X❑ ❑ 4.504.2.3 Aerosol paints and other coatings shall be compliant with product X❑ ❑ weighted MIR Limits for ROC and other toxic compounds. 4.504.2.4 Documentation shall be provided to verify that compliant VOC limit ❑ ❑ finish materials have been used. 4.504.3 Carpet and carpet systems shall be compliant with VOC limits.X❑ Cl 4.504.4 Fifty (50) percent of floor area receiving resilient flooring shall comply with the VOC-emission limits defined in the Collaborative for High Performance ❑ Schools (CHPS) Low -emitting Materials List or be certified under the Resilient Floor Covering Institute (RCFI) FloorScore program. 4.504.5 Particleboard, medium density fiberboard (MDF), and hardwood plywood used in interior finish systems shall comply with low formaldehyde ❑X ❑ emission standards. 4.505.2 Vapor retarder and capillary break is installed at stab on grade foundations. 0 ❑ 4.505.3 Moisture content of building materials used in wall and floor framing is ❑ ❑ checked before enclosure. Page 3 of Cal Green 2010.docrevised 08/27/11 Page 4 of 5 CalGreee Z010.doc revised 0827/11 Indoor AEr Clualit fidl l Kbiust 4.506.1 Exhaust fans which terminate outside the building are,provided in every bathroom. j 5 4 � Enyironmen#al'Comforta d e'+k> r4f'in .,,:§"t"J' =2'A,., rg•_'3M. ;'3.- £ •s.�'.Z. »a egsi."a .V«..i.e..-�T,'i�,' ;,L "pro. :Y�-.r6. �.7., ' 4.507.1 Whole house exhaust fans shall have insulated louvers or covers which close when the fan is off. Covers or louvers shall have a minimum X[] [] insulation value of R-4.2. 4.507.2. Duct systems are sized and designed and equipment is selected using the following methods: 1. Establish heat loss and heat gain values according to ACCA Manual J or equivalent. 2. Size duct systems according to ACCA 29-D (Manual D) or equivalent. 3. Select heating and cooling equipment according to ACCA 36-S (Manual S) or equivalent. INSTALLERAND ► O- QUALIFICATIONS " -.%' m ,: "g �I t 6-08* rr -> i :rzq> i� k.8`7 E •i 'xz^- Qil77 allfiC8ltlotl3� - d� � °z#l' ..,acs. v � «�._se . "f_,'r1-+r.. .i+w._ -�„M.,v _ev6?_, n.� ...,9f'..�9i-x • .�r4`: 702.1 HVAC system installers are trained and certified in the proper installation of HVAC systems. 702.2 The Licensed Professional responsible to verify CALGreen compliance is qualified and able to demonstrate competence in the discipline they inspect X[] [] and verify. u � q� o A 1' ..�=i �L x' „ ✓"" �3� � h � A" 4 �n�x 4�'" � +�r�' �� � e 3.. �. �'.arh } .f �i$tt " -- P las � i<'.. ': veJ € VerEficatxas �z� d $ r c at 703.1 Verification of compliance with CALGreen may include construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which show substantial conformance. Implementation verification shall be submitted to the Building Department after implementation of all required measures and prior to final inspection approval. Page 4 of 5 CalGreee Z010.doc revised 0827/11 Project Name: Project Address: CALGREEN SIGNATURE DECLARATIONS Residence for Dunbar LLC 20846 Dunbar Dr. Project Description: proposed a new 2 story single family dwelling wl attached garage SECTION 1 — DESIGN VERIFICATION Complete all lines of Section 1 —"Design Verification" and submit the completed checklist (Columns 1 and 2) with the plans and building permit application to the Building Department. The owner and design professional responsible for compliance with CalGreen Standards have revised the plans and certify that the items checked above are hereby incorporated into the project plans and will be implemented into the project in accordance with the requirements set forth in the 2010 California Green Building Standards Code as adopted by the City of Cupertino. _,w -V(3 Owner's Sign ture Date Sue Jane Hane Own isNa(Please Print) Desig Professional's Signature Date H. Mike Chen Design rofessional's Name (Please Print) 1AA,2�-t? Si re License Professional responsible for CalGreen compliance Crate H. Mike Chen 408-446-8418 Name of License Professional responsible for CalGreen compliance (Please Print) Phone hmikechen@gmail.com Email Address for License Professional responsible for CalGreen compliance SECTION 2 — IMPLEMENTATION VERIFICATION Complete, sign and submit the competed checklist, including column 3, together with all original signatures on Section 2 to the Building Department prior to Building Department final inspection. I have inspected the work and have received sufficient documentation to verify and certify that the project identified above was constructed in accordance with this Green Building Checklist and in accordance with the requirements of the 2010 California Green Building Standards Code as adopted by the City of Cupertino. Signature of License Professional responsible for CalGreen compliance Date Name of License Professional responsible for CalGreen compliance (Please Print) Phone Address CalGreen com Page 5 of 5 CalGreen 1010. doc revised 08/27/11 I BUILDING ENERGY ANALYSIS REPORT SUBIN11TTAL PROJECT: Han Residence 20846 Dunbar Dr. Cupertino, CA 95014 Project Designer: H.M.C. Associates, LLP 12280 Saratoga -Sunnyvale Rd #209 Saratoga, CA 95070 408-446-8418 Report Prepared by: H.M.C. Associates, LLP n Job Number: 13-002 0 pa WJ 0 -� � � Y Date:' I ICEX C 2/26/2013 _� 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 Cali ornia Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC — www.energysoft.com. EneravPr0 5.1 by EnemvSoft User Number. 6518 Run Code: 2013-02-26T12:57:08 V. 13-002 1 I TABLE OF CONTENTS Cover Page Table of Contents Form CF -1 R Certificate of Compliance Form MF -1 R Mandatory Measures Summary HVAC System Heating and Cooling Loads Summary Room Load Summary Room Heating Peak Loads Room Cooling Peak Loads Form ECON-1 Energy Use and Cost Summary Form UTIL-1 R Utility incentive Worksheet EnergyPro 5.1 by Energy5oft Job Number. ID: 13-002 User Number. 6518 1 2 3 8 11 13 15 17 19 20 PERFORMANCE CERTIFICATE: Residential (Part 1 of 5) CF-1 R Project Name Nan Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 2/26/2013 Project Address 20846 Dunbar Dr. Cupertino California Energy Climate Zone CA Climate Zone 04 Total Cond. Floor Area 3,785 Addition nta ft of Stories 2 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes ❑ No HERS Measures -- If Yes, A CF-4R must he 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 (ft) Features (see Part 2 of 5) Status Roof Wood Framed Attic R-38 2,683 Radiant Barrier Venting New Wall Wood Framed R-21 2,913 New Door Opaque Door Insul 70 New Floor Wood Framed w/Crawl Space R-19 2,693 New FENESTRATION U- Exterior Orientation Area(ft) Factor SHGC Overhang Sidefins Shades Status Skylight 1.0 0.340 0.33 none none None New Front (NM 130.0 0,390 0.37 2.0 2.010.0 Bug Screen New Left (NE) 99.0 0.390 0.37 2.0 2.010.0 Bug Screen New Right (SW) 167.5 0.390 0.37 2.0 2.010.0 Bug Screen New Rear(SE) 289.0 0.390 0.37 2,0 2,0/0.0 Bug Screen New Left (NE) 28.3 0.390 0.37 none none Bug Screen New Skylight 9.0 0.390 0.37 none none None New HVAC SYSTEMS -Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status I 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 i 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 Ener Pro 5.1 by Energ Soft User Number. 6518 Run Code: 2013-02-267'12:57:08 ID: 13-002 Page 3 of 20 PERFORMANCE CERTIFICATE: Residential Part 2 of 5) CF -1 R Project [dame Han Residence Building Type ® single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 2/26/2013 SPECIAL FEATURES INSPECTION CHECKLIST 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 1/950 Vent Area requires verification. HERS REQUIRED VERIFICATION 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. EnergyPm 5.1 by Ener Soft User Number, 651a RunCode: 2013-02-26112:57:08 1D: 13-002 Page 4 of 20 PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF -1 R Project Name Building Type m Single Family ❑ Addition Alone Date Hari Residence ❑ Multi Family ❑ Existing+ Addition/Alteration 2/26/2013 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/ftz- r Space Heating 16.25 12.66 3.59 Space Cooling 8.95 7.71 1.24 Fans 4.64 4.16 0.48 Domestic Hot Water 10.44 11.55 4.11 Pumps 0.00 0.00 0.00 Totals 40.28 36.07 4.21 Percent Better Than Standard: 10.5 BUILDING COMPLIES -IVO HEIS VERIFICATION REQUIRED Fenestration Building Front Orientation: (NM 315 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (NM 872 130 Fuel Available at Site: Natural Gas (NE) 977 127 Raised Floor Area: 2,693 (SE) 872 289 Slab on Grade Area: 0 (Svo 977 168 Average Ceiling Height: 9.0 Roof 2,693 10 Fenestration Average U -Factor: 0.39 TOTAL: 724 Average SHGC: 0.37 Fenestration/CFA Ratio: 19.1 % REMARKS 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 N.M.C. Associates, LLP 2l26r2013 q�w/y% Address Name city/stateop 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. Designer or Owner (per Business & Professions Code) - Company N.M.C. Associates, LLP -2,1 rJ' Address 12280 Saratoga -Sunnyvale Rd #209 Name Chen4/u f CitylStalelZip Saratoga, CA 95070 Phone 408-446-8418 Signed Ucense # Date Ener Pro 5.1 by Enemysoft User Number. 6518 RunCode: 2013-02-26742:57:08 ID: 13-002 Page 5 of 20 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name Nan Residence Building Type RI Single Family Q Addition Alone ❑ Multi Family ❑ Existing+Addition/Alteration Date 2/26/2013 OPAQUE SURFACE DETAILS Surface Type Area U- Insulation Joint Appendix Factor k-a-vity I Exterior Frame Interiorl Frame Azm Tilt Status 4 Location/Comments Roof 1,400 0.025 R-38 0 30 New 4.2.1 A21 Zone 1 Wall 379 0.069 R-21 315 90 New 4.3. i A6 Zone 1 Door 70 0.500 Insul 315 90 New 4.5.1-A3 Zone 1 Wall 486 0.069 R-21 45 90 New 4.3.1-A6 Zone 1 Wall 460 0.069 R-21 225 90 New 4.3.1-A6 Zone 1 Floor 2,493 0.037 R-19 0 180 New 4.4.1-A4 Zone 1 Wall 298 0.069 R-21 135 90 New 4.3.1-A6 Zone i Wa11 293 0.069 R-21 315 90 New 4.3.i -A6 Zone Wall 363 0.069 R-21 45 90 New 4.3:1-A6 Zone 2 Wall 285 0.069 R-21 135 90 New 4.3.1-A6 Zone 2 Wall 349 0.069 R-21 225 90 New 4.3.1-A6 Zone 2 Floor 200 0.037 R-19 0 180 New 4.4.1-A4 Zone 2 Roof 1,283 0.025 R-36 0 30 New 4.2.1-A21 Zone 2 FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC Azm Status Glazing Type Location/Comments i Skylight 1.0 0.340 NFRC 0.33 NFRC 0 New Andersen Permashield Zone 1 2 Window 81.0 0.390 NFRC 0.37 NFRC 315 New Milgard Classic Low -E Vinyl Zone 1 3 Window 99.0 0.390 NFRC 0.37 NFRC 45 New Milgard Classic Low -E Vinyl Zone 1 4 Window 125.0 0.390 NFRC 0.37 NFRC 225 New Milgard Classic Low -E Vinyl Zone 1 5 Window 232.0 0.390 NFRC 0.37 NFRC 135 New Milgard Classic Low -E Vinyl Zone 1 6 Window 49.0 0.390 NFRC 0.37 NFRC 315 New Milgard Classic Low -E Vinyl Zone 2 7 Window 28.3 0.390 NFRC 0.37 NFRC 45 New Milgard Classic Low -E Vinyl Zone 2 8 Window 57.0 0.390 NFRC 0.37 NFRC 135 New Milgard Classic Low -E Vinyl Zone 2 9 Window 42.5 0.390 NFRC 0.37 NFRC 225 New Milgard Classic Low -E Vinyl Zone 2 10 Skylight 9.0 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 = I-abeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window H t Wd Ove hanq Left Fin Right Fin Len H t LExt RExt Dist Len H t Dist Len H t 1 None 1.00 2 Bug Screen 0.76 5.0 0.0 2.0 0.1 2.0 2.0 0. i 2.0 0 0.0 0.0 0 3 Bug Screen 0.76 5.0 0.0 2.0 0.1 2.0 2.0 0.1 2.0 0 0.0 0.0 0 4 Bug Screen 0.76 5.0 0.0 2.0 0.1 2.0 2.0 0.1 2.0 0 0.0 0.0 0 5 Bug Screen 0.76 5.0 0.0 2.0 0.1 2.01 2.0 0.1 2.0 0 0.0 0.0 0 6 Bug Screen 0.76 5.0 0.0 2.0 0. i 2.0 2.0 0. i 1 2.0 0 0.0 0.0 0 7 Bug Screen 0.76 8 Bug Screen 0.76 4.5 0.0 2.0 0. i 2.0 2.0 0. i 2.0 0 0.0 0.0 0 9 Bug Screen 0.76 5.0 0.0 2.0 0. i 2.0 2.0 0.1 2.0 0 0.0 0.0 0 10 None 1.00 EnergyPro 5.1 by EnergySoft User Number, 6518 RunCode: 2013-02-26712:57:08 ID: 13-002 Page 6 of 20 CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF -1 R Project Name Han Residence Building Type 0 Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 2126/2013 BUILDING ZONE INFORMATION System Name Zone Name Floor Area ft New Existin Altered Removed Volume Year Built HVAC 1 Zone 1 2,493 22,437 HVAC 2 Zone 2 1,292 11,628 Totals 1 3,78,51 01 01 0 HVAC SYSTEMS System Name Ot . Heating 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 HVAC2 1 Central Furnace 90%AFUE Split Air Conditioner 13.0 SEER Setback New HVAC DISTRIBUTION System Name Heating Duct Ducts Cooling Duct Location R -Value Tested? Status HVAC 1 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 l3tuh Tank Cap. al Energy Standby Factor Loss or or RE Pilot Ext. Tank Insul. R- Value Status A.O. SMITH FPS -7-1-230 1 Small Gas Kitchen Pipe Ins 75,000 75 0.52 n/a n/a New MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control E E w P w a Hot Water Piping Length Iftlo •ro a ¢ — System Name Pipe Length Pipe Diameter Insul. Thick. Q . HP Plenum Outside Buried EnergyPro 5.1 by EnerqySoft User Number. 6518 Run Code: 2013-02-26792;57:08 ID: 13-002 Page 7 of 20 MANDATORY MEASURES SUMMARY: Residential Pae i of 3 MF -1 R Project Name Han Residence Date 2/26/2013 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)l: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC , and infiltration that meets the requirements of 10-111 (a). 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 118(a): Insulationspecified or installed meets Standards for Insulating Material. Indicate type and include on CF -6R Form. §118(1): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(i) when the installation of a Cool Roof is specified on the CF -.1 R Form. *§1 50 a : Minimum R-19 insulation in wood -frame ceiling orequivalent U -factor. 150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. 150(c): Minimum R-13 insulation in wood -frame wall orequivalent U -factor. *§1 50 d : Minimum R-13 insulation in raised wood -frame floor orequivalent U -factor. 150(f): Air retarding wrap is tested labeled rand installed according to ASTM E1677-95 2000when specified on the CF -1 R Form. 150 : Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0perm/inch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: 150 e 1 A: Masonry or factory -built fireplaces have a closable metal or Class door covering the entire opening of the firebox. §150(e)1 B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible, operable, and tight -fitting damper and or a combustion -air control device. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads; faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release -valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of §113 c 5. §115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. _§150(h): _§150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 1 12 c . §1500)tA: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation havin .an installed thermal resistance of R-12 or greater. §150(j)1 B: Unfired storage tanks, such as storage tanks or backup tanks for sofas 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. §1506)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. §1500)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §1500)2: Pipe insulation for steam hydronic heating systems or hot water systems a15 psi, meets the requirements of Standards Table 123-A. 150(1)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(i)4: Solar water -heating systems and/or collectors are certified by the Solar Rating Certification Coro oration. -and EnergyPro 5.1 by Energy5oft User Number., 6518 RunCode: 2013-02-26T12.57.08 1D: 13-002 Page 8 of 20 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF -1 R Project Name Date Han Residence 2/26/2093 §150(m)l : 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. It mastic or tape is used to seal openings reater than 114 inch, the combination of mastic and either mesh or tae shall be used §150(m)l: 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. 150(m)7: Exhaust fans stems have back draft or automatic dampers. §150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. §150(m)10: Flexible ducts cannot have porous inner cores. §150(o): All dwelling units shall meet the requirements of ANS IIASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating ora pilot light. §114(b)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines, or built-up connections for future solar heating. 114(b)2: Outdoor pools ors as that have a heat pump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. §150(p): Residential pool systems orequipment meet the pump sizing, flow rate, piping, filters, and valve requirements of 150 Residential Lighting Measures: §150(k)l : 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 o1 permanerAly 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 tans, 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 ftz 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 5.9 by EnergySoft User Number: 6618 RvnCode: 2013-02-26T12:57:08 !D: 13-002 Page 9 of 20 MANDATORY MEASURES SUMMARY: Residential Pae 3 of 3 MF -1 R Project Name Date Han Residence 2/26/2013 §150(k)l0: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupancy sensor. §150(k)l 1: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual - on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with 150 k 11. §150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)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)l3 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)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. r=nergyPro 5.1 by EnergySoft User Number- 6518 RunCode: 2013-02-26Ti2:57:08 ID: 13-002 Page 10 of 20 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Han Residence Date 2/26/2013' System Name HVAC 1 Floor Area 2,493 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 781 Return Vented Lighting Return Air Ducts Return Fan Ventilation o Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 73,000 19,098 171 792 29,154 Total Output (Btuh) 73,000 0 Output Btuhls n 29.3 456 1,218 Cooling System 0 0 Output per System 40,500 0 0 0 0 Total Output Btuh 40,500 0 171 0 Total Output (Tons) 3.4 456 1,218 Total Output Btuhls ft) 16.2 Total, Output s tt/Ton 738.7 20,010 31,589 Air System CFM per System 1.385 HVAC EQUIPMENT SELECTION Airflow cfm 1,385 Sears N9MP1080F16" 33,291 51860 73,000 Airflow Orn/s ft 0.56 Airflow cfmTron 410.4 Outside Air % 0.0% Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 33,291 5,860 Aug $-P M] 73,000 Outside Air efmis ft 0,00 Note: values above given at ARI conditions Jan 1 AM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 28 OF 69 OF Outside Air 0 cfm Supply Fan 1,385 cfm 69 OF 69 OF 105 OF Heating Coil 104°F ROOM 70 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 86167 OF 78162 OF 78162 OF 55154 OF Outside Air 0 cfm Supply Fan Cooling Coil 1,385 c r 781 fit OF ,. 55154 OF 40.5% ROOM [Al 78162 OF EnergyPro 5. f by EnergySoff User Number. 6518 RunCode: 2013-02-26T12:57:08 1D: 13-002 Page 1 T of 2Q. HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Han Residence Date 2/28/2013 System Name HVAC 2 Floor Area 1,292 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 408 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Hosting System Sensible Latent CFM Sensible Output perS tem 44,000 10,029 681 348 13,021 Total Output Btuh 44,000 0 Output Btuhls ft 34.1 329 554 Cooling System 0 0 Output perSystem 46,500 0 01 0 0 Total Output Btuh 46,500 0 687 0 Total Output ons 3.9 329 554 Total Output Btuhls fl 36.0 Total Output s ttrron 333.4 10,686 14,128 Air System CFM perSystem 1,720 HVAC EQUIPMENT SELECTION Airtlaw cfm 1,720 Sears N9MPI050B12"" 37,704 7,290 44,000 Airflow cfmis ft 1.33 Airflow cfmrron) 443.9 Outside Air % 0.0% Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 37,704 7,290 Aug 3 PM 44,000 Jan 1 AM Outside Air cfmis ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 28 OF Outside Air 0 cfm 70 OF 70 °F 1050F 1051F Heating Coil Supply Fan 1,720 cfm t 105 OF 'ROOM { 70 OF COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak 86167 OF Outside Air 0 cfm 78162 °F 4 78162 OF 55 154 OF 55 ! 54 OF Cooling Coil Supply Fan 1,720 cfm J " 55 / 54 OF 40.9% ROOM 78162 OF EnergyPro5.1 by EnergySoff User Number. 6518 RunCode: 2013-02-26712:57:08 !D.• 13-002 Page i2 of 20 ROOM LOAD SUMMARY Project Name Han Residence Date 2/26/2013 System Name HVAC 1 Floor Area 2,493 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult. CFM Sensible Latent CFM Sensible Latent CFM Sensible Zane 1 Zone 1 1 781 19,096 171 761 19,096 171 792 29,154 " Total includes ventilation load for zonal systems. PAGE TOTAL TOTAL 1 781 19,098 781 19,0961 171 171 792 29,154 792 29,154 EnerqvPro 5.1 by EnerqySoft User Number. 6518 Run Code: 2013-02-26T92.57:08 1D: 13-002 Page 13 of 20 ROOM LOAD SUMMARY Project Name Han Residence Date 2/26/2013 System Name HVAC 2 Floor Area 1,292 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult. CFM Sensible Latent CFM Sensible Latent CFM Sensible Zone 2 Zone 2 1 408 10,029 681 408 10,029 681 346 13,021 " Total includes ventilation load for zonal systems. PAGE TOTAL TOTAL" 408 10,029 408 10,029 681 68i 1 348 13,021 348 13,021 EnergyPro 5.1 by EnetpySoft User Number.- 6518 RunCode: 2013-02-26712:57:08 !D: 13-002 Pae 14 of 20 ROOM HEATING PEAK LOADS Project Name Han Residence Date 2/26/2013 ROOM INFORMATION DESIGN CONDITIONS Room Name Zone 1 Floor Area 2,493.0 ftz Indoor Dry Bulb Temperature 70 OF Time of Peak 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 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 AT �F = = = a = = = = = = _ = = = = = = = _ = = = = = = = = = 1 42 Btu/hr R-36 Roof Attic 1,400.0 0.0250 42 1,470 Andersen Permashield 1.0 0.3400 42 14 R-21 Wall 1,622.5 0.0690 42 4,702 Insulated Metal Door 69.5 0.5000 42 1,460 Milgard Classic Low -E Vinyl 537.0 a3900 42 8,796 R-19 Floor Crawlspace 2,493.0 0.0370 42 3,874 Items shown with an asterisk (`} denote conduction Infiltration:[ 1.00 X 7.077 Schedule Air Sensible Fraction through an interior surface X 2,493 X Area another room 9.00 X 0.522 Height ACH Page Total 16D] X AT 20,316 = 8,838 TOTAL HOURLY HEAT LOSS FOR ROOM 29,154 EnergyPro 5.1 by EnergySoft User Number: 6518 RunCode: 2013-02-26712:57:08 ID: 13-002 Page 15 of 20 ROOM HEATING PEAK LOADS Project Name Han Residence Date 2/26/2013 ROOM INFORMATION DESIGN CONDITIONS Room Name Zone 2 Floor Area 1,292.0 f' Indoor Dry Bulb Temperature 70 °F Time of Peak 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 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 AT OF = = = = .. = = = = = = = = = = = = = = = = = = = = _ = = = _ = 42 Btulhr R-21 Wall 1,290.2 0.0690 42 3,739 Milgard Classic Low -E Vinyl 185.8 0.3900 42 3,043 R-19 Floor Crawlspace 200.0 0.0370 42 311 R-38 Roof Attic 1,263.0 0.0250 42 1,347 Items shown with an asterisk (*) denote conduction Infiltration:[ 1.00 X 1.077 Schedule Air Sensible Fraclion through an interior surface X 1,292 X Area another room 9.00 X 0.522 Height ACH Page Total /60] X AT 8,440 = 4,580 TOTAL HOURLY HEAT LOSS FOR ROOM 13,021 EnergyPro 5.1 by EnergySoff User Number. 6518 RunCode: 2013-02-26T12:57:08 ID: 13-002 Page 16 of 20 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Han Residence 2/26/2013 ROOM INFORMATION DESIGN CONDITIONS Room Name zone 1 Outdoor Dry Bulb Temperature 86 OF Floor Area 2,493.0 ft' Outdoor Wet Bulb Temperature 67 OF Indoor Dry Bulb Temperature 78 OF Outdoor Daily Range: 30 OF -Opaque Surfaces Orientation Area U-Factor CLTD' Btulhr R-36 Roof Attic (N) 1,400.0 X 0.0250 X 37.0 = 1,295 R-21 Wall (NVtq 379.0 X 0.0690 X 10.2 = 268 Insulated Metal Door (NVt9 69.5 X 0.5000 X 10.2 = 356 R-21 Wall (NE) 486.0 X 0.0690 X 9.0 = 302 R-21 Wall (SW) 460.0 X 0.0690 X 11.0 = 349 R-19 Floor Crawlspace 2,493.0 X 0.0370 X 4.0 = 369 R-21 Wall (SE) 297.5 X 0.0690 X 11.0 = 226 X X = X X = Page Total 3,164 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 Btulhr Skylight (N) 0.0 X 14.0 + 1.0 X 60.3 = 60 Front Windows (NW) 0.0 X 15.1 + 81.0 X 27.2 = 2,202 Left Windows (NE) 0.0 X 15.1 + 99.0 X 27.2 = 2,691 Right Windows (SM 65.9 X 15.1 + 59.1 X 30.2 = 2,782 Window (SF) 122.3 X1 15.1 + 109.7 X 30.2 = 5,164 X + X - X + X - X + X - X + X - Page Total 12,899 Internal Gain Btu/hr -Occupants 2.0 Occupants X 230 Btuhlocc. _ 460 -Equipment 1.0 Dwelling Unit X 1,600 Btu _ 11600 Infiltration: 1.077 X 0.73 X 154.37 X = 975 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 19,098 Latent Gain Btu/hr -Occupants 2.0 Occupants X 200 1 Btuhlocc. = 400 Infiltratlon: 4,830 X 0.73 X 154.37 X -0,00042 = -229 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 171 -EnergyPro 5.1 by EnerqvSoft User Number 6518 RunCode: 2013-02-26T12:57:08 1D: 13-002 Page 17 of 20 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Han Residence 212612013 ROOM INFORMATION DESIGN CONDITIONS Room Name Zone 2 Outdoor Dry Bulb Temperature 86 OF Floor Area 1,292.0 ft' Outdoor Wet Bulb Temperature 67 OF Indoor Dry Bulb Temperature 78 OF I Outdoor Daily Range: 30 OF Opaque Surfaces Orientation Area U -Factor CLTD' Btulhr R-21 Wall (NWJ 293.0 X 0.0690 X 10.2 = 207 R-21 Wall (NE) 363.2 X 0.0690 X 9.0 = 226 R-21 Wall (SE) 265.0 X 0.0690 X 11.0 = 216 R-21 Wall (SIM 349.0 X 0.0690 X 11.0 = 265 R-19 Floor Crawlspace 200.0 X 0.0370 X 4.0 = 30 R-38 Roof Attic (N) 1,283.0 X 0.0250 X 37.0 = 1,187 X X = X X _ X X = Page Total 1 2,130 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 Btulhr Window (NWJ 0.0 X 15.1 + 49.0 X 27.2 = 1,332 Window (NE) 0.0 X 15.1 + 26.3 X 27.2 = 769 Window (SE) 33.4 X 15.1 + 23.6 X 30.2 = 1,218 Window (SIM 22.4 X 15.1 + 20.1 X 30.2 = 946 Skylight (N) 0.0 X 15.6 + 9.0 X 67.6 = 609 X + X - X + X - X + X - X + X - Page Total 1 4,874 Internal Gain Btulhr Occupants 4.0 Occupants X 230 Btuhlocc. _ 920 Equipment 1.0 Dwelling Unit X 1,600 Btu = 1,600 Infiltration: 1.077 X 0.73 X 80.00 X = 505 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 10,029 Latent Gain Btu/hr Occupants 4.0 Occupants X 200 Btuhlocc. = 800 Infiltration: 4,830 X 0.73 X 80.00 X 0.00042 = -119 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 681 EnemyPro 5.1 by EneroySoft User Number. 6518 RunCode: 2013-02.26112:57:08 1D: 13-002 Pae 18 of 20 ENERGY USE AND COST SUMMARY ECON-1 Project Name Han Residence Date 2/2612013 Rate: Electric Alameda N Fuel Type.- Electricity STANDARD PROPOSED MARGIN Energy Use kWh Peak Demand M) Cost $ Energy Use kWh Peak Demand k Cost $ Energy Use kWh Peak Demand Cost k ($) Jan 152 1 21 141 1 20 11 0 1 Feb 106 5 16 89 3 141 17 2 2 Mar 80 5 13 68 4 12 11 1 1 Apr 138 6 19 120 5 17 18 1 2 May 86 9 14 77 8 13 8 1 1 Jun 288 11 35 254 10 31 35 1 4 Jul 337 9 40 304 9 36 34 1 4 Aug408 11 48 364 10 43 44 1 5 Sep 224 12 28 179 11 23 46 1 5 Oct 104 8 16 75 8 13 28 1 3 Nov 94 2 15 86 1 14 8 1 1 Dec 152 1 21 1401 1 19 12 0 1 Year 2,166 12 285 1,897 11 256 272 1 29 CO2 1,746 lbs/yr 1,527 Ibsl r 219 lbs/yr Rate: Gas PG&E P Fuel T e: Natural Gas STANDARD PROPOSED MARGIN Energy Use therms Peak Demand kBtulhr Cost $) Energy Use therms Peak Demand kBtulhr) Cost $) Energy Use therms Peak Demand Cost (kBtulhr) $ Jan 125 106 170 107 96 143 18 10 27 Feb 78 91 101 69 83 88 9 8 14 Mar 61 87 76 53 80 66 8 7 10 Apr 50 77 62 45 71 55 5 6 7 May 25 64 34 27 59 36 -2 5 -3 Jun 22 20 29 24 16 32 -2 5 -3 Jul 22 6 29 24 6 32 -2 0 -4 Aug22 6 28 24 6 32 -2 0 -3 Sep 21 6 27 23 6 31 -2 0 -3 Oct 29 68 39 30 63 40 -1 6 -1 Nov 78 94 101 67 85 85 it 8 16 Dec 124 109 169 105 98 141 19 11 28 Year 6561 1091 864 598 98 781 58 11 83 CO2 7,681 Ibsl r 6,999 lbs/yr 681 Ibsl r Annual Totals Energy Demand Cost Costfs ft Virtual Rate Electricity 1,897 kWh 11 kW $ 256 $ 0.07 !s ft $ 0.13 /kWh Natural Gas 598 therms 98 kBtulhr $ 781 $ 0.21 Is ft $ 1.31 /therm Total $ 1,037 $ Avoided CO2 Emissions: 0.27 !s ft 900 lbs/yr EnergyPro 5.1 by Energy5oft User Number. 6518 RunCode: 2013-02-26T12:57:0 ID: 13-002 Page 19 of 20 UTILITY INCENTIVE WORKSHEET UTIL-1 R Project Name Date Han Residence 2126/2013 - • ANNUAL TDV ENERGY USE (kBtuls ft- r) -p PERCENT BELOW TITLE 24 ENERGY COMPONENT Standard Proposed Margin % Better than Space Heating 16.25 12.66 3.59 margin Standard Title 24` Space Cooling 8.95 7.71 1.24 1 4.2f / 40.28 = 10.5 Heat Rejection 0.00 0.00 0.00 Cn Standard Indoor Fans 4.64 4,16 0.48 1.73 I 13.60 = 12.7 Domestic Not Water 10.44 f 1.55 -1. 11 Incentive Eligibility Yes No Pumps 0.00 0.00 0.00 Owner Incentive (>=15%) ❑ 121 NSHP Incentive (>=30%) ❑ 123 TOTALS: 40.28 36.07 4.21 Conditioned Floor Area = 3,785.0 R' Number of Bedrooms = 4 MINE ANNUAL SITE ENERGY USE Average 2pm - 5pm StandardPro osed Mar in Single Orientation Peak Demand M 7.5 6.6 o.s Standard Proposed Margin ENERGY COMPONENT Electricity Natural Gas Electricity Natural Gas Electricity Natural Gas kWh therms kWh therms kWh therms Space Heating 0.00 390.19 0.00 303.57 0.00 86.52 Space Cooling 1,152.61 0.00 960.61 0.00 172.00 0.00 Heat Rejection 0.00 0.00 0.00 0.00 0.00 0.00 Indoor Fans 1,015.80 0.00 916.28 0.00 99.62 0.00 Domestic Hot Water 0.00 266.270.10 294.56 0.00 -28.29 Pumps 0.00 0.00 0.00 0.00 0.00 0.00 TOTALS: 2,168,42 656.46 1,896.90 598.24 271.52 58.23 • POTENTIAL OWNER INCENTIVE CALCULATION Potential incentives indicated % Better than Title-24" Incentive Savings on this report are available (from Elecn/a �� tricity (kWh) ftate 0 (trod n/a X n/a Subtotal � only through the California Advanced Homes Program for $/kWh kWh new construction and are Electricity (kW) n/a �� n/a x NOT GUARANTEED. Projects $/kw must meet all other program Natural Gas n/a �� � n/a X requirements to qualify. Potential incentives are $/therm therm subject to program limitations Base Incentive Pacific Gas and Energy Star Incentive n/a x 10% Electric Company Green Home Incentive n/a x 10% q�Y SOUTIIrRN CauroRmA. EDISON' Compact Home Incentive n/a x 15% ,1r, F_PISUV L�"rLR:�.i710�;1L• C'mapany Photovoltaic Incentive nia X = n/a G� S® C DC Rating kWW A CtVkmpra Energy uiiiiiy " NSHP cadlf6mia Total n/a advance0l,r A (oV)Sempra Energy Hoar '% Better than in this equation is limited to45 % Ene Pro 5.1.3. by EnergySoft User Number. 65f 8 RunCode: 20'13-02-26r12:57:08 1D: 13-002 Page 20 of 20 H.M.C. ASSOCIATES. LLP ARCHITECTURAL AND PLANNING 12280 SARATOGA SUNNYVALE RD.#209, SARATOGA, CA 95070 TEL: 408 446-8418, FAX: 408 404-6032 May 16, 2013 To: Arnold Hom, Building Department, City of Cupertino. Re: 20846 Dunbar Dr. — Permit No: 13020150 Response letter of plan check comments. -2°a review Dear Arnold, We hereby submit the revised pians for your review. The plan check comments have been resolved as follow: Architectural comments: 3. see attached letter from Soil Engineer. 8. see the revised grading plan, we should let the water infiltrate into the Iawn before over flow to the street. 16. see east elevation sheet A-3. 17. see sheet A-3 & A-4. 30. Engineer will sign at Building dept. 31. Engineer has contacted you. 40. see sheet S-5. Please inform us if you need additional information. Sincerely, Mikehen, Architect CAPER ENGINEERING INC. PO BOX 14198, FREMONT, CA 94539 Tel: (510) 668-1815 Fax: (510) 490-8690 May 14, 2013 Project No. 8I59 Building Department City of Cupertino 10300 Torre Ave. Cupertino, CA 95014 Subject: Proposed New Residence at 20846 Dunbar Dr. Cupertino, CA FOUNDATION PLAN AND DETAIL, GEADING AND SRAINAGE REVIEW REPORT Reference: (1) Soil and Foundation Investigation Report By: Capex Engineering Inc. Dated on April 22, 2013 (2) Foundation Plans and Detail By: James Chen (3) Grading and Drainage Plan By: H.M.0 Associates, LLP Dated on April 15, 2013 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 Sl & S5, Reference 3, C-1) 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) Surface drainage must be provided as designed by the project Civil Engineer and maintained by the property owner at all times. Should you have questions, please contact our office at your Very Truly Yours Capex Engineering Inc. a u- ;-P.E Princ pal 9POESS/ Q�q RY HSF'L cU co LU n C.4PEX ENGINEERING INC. P.O. BOX 14198, MMONT, CA 94539 Tel: (510) 668-1815 Fax: (510) 490-8690 CEJ GEOTECHNICAL INVESTIGATION REPORT PROPOSED NEW RESIDENCE AT 20846 DUNBAR DR. CUPERTINO, CA CAPEX ENGINEERING INC.' Project No. 9159 January 11, 2013 StAWIT11-1� # 1. CAPEK ENGINEERING INC. P.O.SOX 14198, FREMONT, CA 94539 Tel:( 510) 668-1815 Fax: (5 10) 490-8690 Ms. Suejane Han 20846 Dunbar Dr. Cupertino, CA 95014 Project No. 8159 January 11, 2013 Subject: Proposed New Residence at 20846 Dunbar Dr. Cupertino, CA GEOTECHNICAL INVESTIGATION AND FOUNDATION RECONEVIENDATION REPORT Dear Ms. Han: In accordance with your authorization, CAPEX ENGINEERING INC, has completed a geotechnical investigation at the subject site. Recommendations are based on our site investigation, laboratory test result analysis and proposed site plan. The accompanying report presents the results of our geotechnical investigation. Our findings indicate that the site is suitable, from a geotechnical standpoint, for the proposed two-story new residence 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, C EX El�[GINEERING INC. Gary s�, P.E. Principal CAPER ENGINEERING INC. TABLE OF CONTENTS Page No. CAPEX ENGINWERING INC, 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 5 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 7 8.5 General Construction Requirement 8 9.0 Construction Observation 9 10.0 Limitations and Uniformity of Conditions 10 Figures: 1. Log of Test Boring (Boring. 1) 11 CAPEX ENGINWERING INC, 1.0 INTRODUCTION The purpose of the geotechnical investigation for the proposed two-story new residence, development located at 20846 Dunbar Dr., Cupertino, California was to determine the surface and subsurface soil conditions at the subject site. 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 boring (reference from 20902 Dunbar Dr., Cupertino) 3. Performed laboratory tests to provide enginecring 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 SITE LOCATIONS AND DESCRIPTION The site is located on 20946 Dunbar Dr., Cupertino, CA. The proposed project is understood to consist of construction two-story new residence. The site is flat and the surrounding lots of the site are developed with residence. The above description is base on site reconnaissance by the project engineer and a site plan. 3.4 FIELD INVESTIGATION (Reference from 20902 Dunbar Dr., Cupertino soil Investigation report) The field investigation was performed on May 12, 2010 and included a site reconnaissance by the project engineer and the drilling of one (1) exploratory boring. The borings were drilled to a maximum depth of 20 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 Pacific Drilling -Company. 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. CAPEX .ENGINEERING INC. 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 No. 1). 4.0 SOIL CONDITIONS (Reference from 20902 Dunbar Dr., Cupertino soil Investigation report) 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 Boring" (Figure 1). The subsurface soils condition; as encountered in the boring was found to consist of dark brown silty clay to 7 feet and overlay brown silty clay with gravel stiff to hard and dry to moist from surface to 20 feet deep. No ground water was encountered during drilling operations. However, fluctuations in the groundwater table are anticipated with seasonal rainfall variations. All borings were backfilled on the date of excavation. 5.0 LABORATORY TESTINGS (Reference from 20902 Dunbar Dr., Cupertino soil Investigation report) 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 indicate that the near surface soils exhibit a medium percentage of fines and are subject to a medium swelllshrink potential with variation in moisture content. (P.I =10.5) 6.0 C.B.0 (2010 EDITION) EARTHQUAKE DESIGN CRITERIA The seismic design parameters for the site per Chapter 16 of the California Building Code (20I 0 Edition) are follows: Latitude. 37.329558 (degrees) Longitude: -122.03863I (degrees) Site Class = D Short Term Design Spectral Response Parameter, SDs = I.351 g I Second Design Spectral Response Parameter, SDI= 0.733 g Site Coefficient, Fa = 1.0 Site Coefficient, Fv — 1.5 CAP EX ENGINEERING INC. 7.0 LIQUEFACTION POTENTIAL EVALUATION 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, 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 Grading & 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 trashes that are encountered 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. 8.2.2 All on-site material having an organic content of less than I% 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. 8.2.1 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. CAPEX ENGINEENING INC. 8.2.2 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 uncompacted thickness. Compacted to a minimum of 40% as determined by ASTM D-1557-91 laboratory testing procedure. 8.2.3 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 Foundations 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 ) ------2,500 psf b. Allowable soil bearing pressure (All Loads) ------ 3,000 psf C. Lateral passive pressure ------------------------------ 250 pcf d. Coefficient of sliding ------------------ ------ ---- 0.30 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. 8.3.1 Total settlement of the subsoil 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 8.1.1 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. CAPER ENGINEERING INC. 7 8.4.2 Slab on grade should be underlain by a minimum of 6 inches of granular material conforming to Caltrains Specifications for Class 11 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 CONSTRUCTION REQUIREMENTS Surface Drainage and Irrigation: 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 stifling 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. 8.5.2 All finish grade drainage swales must be cut into compacted finish grade. Construction of the drainage swales using uncompacted 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. CAPER ENGINEERING INC. Utility 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 extcnding 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 Slopes 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 Ioose soil. 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 plazas. 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. C PEX ENGINEERING INC. 10.0 MYRTATIONS AND UNIFORMITY 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. 1.0.3 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. CAPEX ENGINEERING INC. 10 20902 Dunbar Dr., Cupertino, CA Project No. 6141 18 May 2010 Description ' N ; Remarks E o ❑V o ro 0 LO c Z' Coo 1 Brown Silty Clay, moist, stiff 2 Brown Siity Clay, Moist, Stiff 1-1 CL 14 117.5 14.5 LL= 25.5, P -L= 15.0 P.i=10.5 3 Uc- 2760 psf 4 Same As Above 5 ti 7 Brown Silty Clay W4h San and Gravel, very stiff, moist 1-2 ML 27 121.5 13.5 Sieve Analysis S= 18%, G= 26%, F- 66% Same As Above '9 10 11 Same As Above 12 {3 14 15 ' 16 Same As Above 17 18 19 2D Terminated of Boring at depth of 20 feet Groundwater was not encountered during boring 21 22 23 24 25 BORING LOG NO. ! Figure No, 3 CAPER ENGINEERING INC_ ---- Date Drilled: May 12, 2010 By. G. H project No. 6141 CAPEX ENGINEERING INC. PO BOX 14198, FREMONT, CA 94539 Tel: (510) 668-1815 Fax: (510) 490-8690 Project No. 8159 April 22, 2013 Ms. Suejane Han St/4&/14/77,44 20846 Dunbar Dr. Cupertino, CA 95014 Subject: Proposed New Residence at 20846 Dunbar Dr. Cupertino, CA FOUNDATION PLAN AND DETAIL REVIEW REPORT Reference: (1) Soil and Foundation Investigation Report'" By: Capex Engineering Inc. Dated on April 22, 2013 1 � (2) Foundation Plans and Detail a By: James Chen 1' Dear Ms. Han: 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 S1 & S5) 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) Surface drainage must be provided as designed by the project Civil Engineer and maintained by the property owner at all times. Should you ,have questions, please contact our office at your convenience, '00F ESS/OV Very Truly Yours Q�4 RY NS �F C pex Enkenering Inc. Gary s ,E U ac �, Principal CAPEX ENGINEERING INC. P.O. BOX 14198, FREMONT, CA 94539 Tel: (5 10) 668-1815 Fax: (510) 490-8690 GEOTECHNICAL INVESTIGATION REPORT PROPOSED NEW RESIDENCE AT 20846 DUNBAR DR. CUPERTINO, CA 1m CAPEX ENGINEERING INC. Project No. 8159 January 11, 2013 CA, ENGINEERING INC. P.O.BOX 14198, FREMONT, CA 94539 Tel:( 510) 668-1815 Fax: (5 10) 490-8690 Ms. Suejane Han 20846 Dunbar Dr. Cupertino, CA 95014 Project No. 8159 April 22, 2013 Subject: Proposed New Residence at 20846 Dunbar Dr. Cupertino, CA GEOTECHNICAL INVESTIGATION AND FOUNDATION RECOIVIlVIENDATION REPORT Dear Ms. Han: In accordance with your authorization, CAPEX ENGINEERING INC. has completed a geotechnical investigation at the subject site. Recommendations are based on our site investigation, laboratory test result analysis and proposed site plan. The accompanying report presents the results of our geotechnical investigation. Our findings indicate that the site is suitable, from a geotechnical standpoint, for the proposed two-story new residence 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,=oma CAPER NGINEERING INC. QPpFESSIOPV O R`l H Fy Gary PrincipalLU m CNL OF CAPEX ENGINEERING INC. TABLE OF CONTENTS Page No. Figures: I. Site Location Map 11 2. Site Plan 12 3. Log of Test Boring (Boring 1) 13 CAPEX ENGINEERING INC. 3 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 5 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 7 8.5 General Construction Requirement 8 9.0 Construction Observation 9 10.0 Limitations and Uniformity of Conditions 10 Figures: I. Site Location Map 11 2. Site Plan 12 3. Log of Test Boring (Boring 1) 13 CAPEX ENGINEERING INC. 3 1.0 INTRODUCTION The purpose of the geotechnical investigation for the proposed two-story new residence, development located at 20846 Dunbar Dr., Cupertino, California was to determine the surface and subsurface soil conditions at the subject site. 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 boring 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 SITE LOCATIONS AND DESCRIPTION The site is located on 20846 Dunbar Dr., Cupertino, CA. The proposed project is understood to consist of construction two-story new residence. The site is flat and the surrounding lots of the site are developed with residence. The above description is base on site reconnaissance by the project engineer and a site plan. 3.0 FIELD INVESTIGATION The field investigation was performed on April I9, 2013 and included a site reconnaissance by the project engineer and the drilling of one (1) exploratory boring. 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 Pacific Drilling Company. 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 df 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 No. 1). 4.0 SOIL CONDITIONS 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 Boring" (Figure 1). The subsurface soils condition; as encountered in the boring was found to consist of light brown silty clay and overlay brown silty clay with gravel stiff to hard and dry to moist from surface to 15 feet deep. No ground water was encountered during drilling operations. However, fluctuations in the groundwater table are anticipated with seasonal rainfall variations. All borings were backfilled on the date of excavation. 5.0 LABORATORY TESTINGS 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 indicate that the near surface soils exhibit a medium percentage of fines and are subject to a medium swell/shrink potential with variation in moisture content. (P.1= 4.5) 6.0 C.B.0 (2010 EDITION) EARTHQUAKE DESIGN CRITERIA The seismic design parameters for the site per Chapter 16 of the California Building Code (2010 Edition) are follows: Latitude: 37.329558 (degrees) Longitude: -122.038631 (degrees) Site Class — D Short Term Design Spectral Response Parameter, SDs = 1.351 g 1 Second Design Spectral Response Parameter, SD 1= 0.733 g Site Coefficient, Fa — 1.0 Site Coefficient, Fv = 1.5 CAP EX ENGINEERING INC, 7.0 LIQUEFACTION POTENTIAL EVALUATION 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, 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 Grading & 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 trashes that are encountered should also be removed. It is vital that CAPER ENGINEERING INC, observe the demolition operation and be notified in ample time to ensure that no sub -surface structures dre covered and that any tree root system completely removed. 8.2.2 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. 8.2.1 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. CAPEX ENGINEERING INC. 6 8.2.2 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 uncompacted thickness. Compacted to a minimum of 90% as determined by ASTM D-1557-91 laboratory testing procedure. 8.2.3 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 Foundations 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 ) ------2,500 psf b. Allowable soil bearing pressure (All Loads) ------ 3,000 psf C. Lateral passive pressure ------------------------------- 250 pcf, d. Coefficient of sliding ----------------------------------- 0.30 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 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 subsoil beneath foundation depth at normal loading is expected to be on the order of I.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. CAPEX ENGINEERING INC. 8.4.2 Slab on grade should be underlain by a minimum of 6 inches of granular material conforming to Caltrains Specifications for Class lI 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 CONSTRUCTION REQUIREMENTS Surface Drainage and Irrigation: 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. 8.5.2 All finish grade drainage swales must be cut into compacted finish grade. Construction of the drainage swales using uncompacted 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. Utility Trenches: CAPEX ENGINEERING INC. 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 Slopes 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. 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 UNIFORMITY OF CONDITIONS CAPEX ENGINEERING INC. 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. C4PEX ENGINEERING INC. 10 SITE LOCATION MAP Project No. 8159 CA PEX ENGINEERING INC. 77,� ! t ven z7 -t --mo 1 U to =;N -1 7-1 Cv Jkves:,Dr. 4 —K 61— tevens-Cr F Figure I April 22, 2013 20846 Dunbar Dr. Cupertino, CA SITE PLAN 6Xl pww�Fw i7 Y", Approximate Location of Test Borings Figure 2 Project No. 8159 April 22, 2013 CAPEX ENGINEERING INC 20846 Dunbar Dr. Cupertino, CA 20846 Dunbar Dr., Cupertino, CA Project No. 8159 22 April 2013 r v L Description 2 co " � w , � � u- � °" � � Remarks CL E = M 3 0 CU U) C) ct _ j U o �n m D a a- 1 Light Brown Silty Clay, dry 2 3 Light Brown Silty Clay with sand and gravel, dry 1-1 CL 5015" 123.5 12.5 X4.5 Unconfined 4 hard Compression Test Uc =3,150 psf 5 Plastic Index P.I = 4.5 6 7 same as above 8 Light Brown Silty Clay with sand gravel, dry, hard 1-2 CL 5415" 124.0 13.0 Sieve Analysis 9 F=26%, S=48%, G=26% -10- 11 Same As Above -12- 13 Light Brown Silty Clay with sand gravel, moist, hard 1-3 CL 36 121.5 14.0 14 15 Terminated at 15 feet, no ground water encountered 16 during boring 17- 18 19 20- -21 -22- -237 -24- -26 BORING LOG NO. 9 Figure No. 3 CAPEX ENGINEERING INC. Date Drilled. 4119/13 By. G.H Project No. 8282 H.M.C. ASSOCIATES. LLP ARCHITECTURAL AND PLANNING 12280 SARATOGA SUNNYVALE RD.#209, SARATOGA, CA 95070 TEL: 408 446-84I8, FAX: 408 404-6032 April 20,2013 To: Arnold Hom, Building Department, City of Cupertino. Re: 20846 Dunbar Dr. - Permit No: 13020150 Response letter of plan check comments. Dear Arnold, We hereby submit the revised plans for your review. The plan check comments have been resolved as follow: Architectural comments: 1. See `Project notes' on covered sheet of applicable codes notes, sheet T-1. 2. See `Project notes' on covered sheet of applicable codes notes, sheet T-1. 3. attached the soil engr. review letter. 4. See note 3 of project data on sheet T-1. 5. Attched 2 copies of CalGreen Checklist. 6. see revised soil report. 7. see site plan, the distance are 5'-7", Sheet A-1. 8. see revised grading plan, provided 2% slope away from bldg w/ bio-swale, Sheet C - I. 9. see notes of CalGreen 4.304 on site plan, sheet A-1. 10. added the note on demolition plan, Sheet A-1.1. 11. revised the window egress note C on Sheet A-2.0. 12. revised the note K, sheet A-2.0. 13. located the AC -2 on sheet A-2.0. 14. not applicable, no sheet DT. 15. located the chimney & kitchen skylight on 2nd floor plan, sheet A-2.1. 16. provide combustible air cals on sheet A-2.0. 17. the daylight of I" floor envelope was measured from the ex. grade per City Ordinance, sheet A-3 & A-4. 18. added the radiant barrier note on section, roof plan & cover sheet, sheet A-4, A-5 & T-1. 19. located the chimney, skylight & sun tunnel on roof plan, sheet A-5. 20. revised the roof vent call (lower roof A), sheet A-5. 21. see structural engr.'s response letter. 22. filled up and signed on section 1, sheet GB -1 23. use `Whirlpool Dryer' vent length max. 40ft per installation specs. Sheet E-1. 24. see whole house vent cals on sheet E-1. 25, updated the note 9, sheet E -I. 26. updated the note 10, sheet E-1. 27. revised to GFIC, sheet E-1. 28. revised the note 5 of Spa & hot tub notes, sheet E-1. 29. added another carbon monoxide, sheet E-1. 30 to 41: see attached letter from structural engr.. Please inform us if you need additional information.' Sincerely, Mike Chen, Architect ���i3 H.M.C. ASSOCIATES. LLP ARCHITECTURAL AND PLANNING I2280 SARATOGA SUNNYVALE RD.4209, SARATOGA, CA 95070 TEL: 408 446-8418, FAX: 408 404-6032 April 20,2013 To: Arnold Hom, Building Department, City of Cupertino. Re: 20846 Dunbar Dr. -Permit No: 13020150 I Response letter of plan check comments. Dear Arnold, We hereby submit the revised plans for your review. The plan check comments have been resolved as follow: Architectural comments: I. See `Project notes' on covered sheet of applicable codes notes, sheet T-1. 2. See `Project notes' on covered sheet of applicable codes notes, sheet T-1. 3. attached the soil engr. review letter. 4. See note 3 of project data on sheet T- I. 5. Attched 2 copies of CalGreen Checklist. 6. see revised soil report. 7. see site plan, the distance are 5'-7, Sheet A-1. S. see revised grading plan, provided 2% slope away from bldg w/ bio-swale, Sheet C-1. 9. see notes of CalGreen 4.304 on site plan, sheet A-1. 10. added the note on demolition plan, Sheet A-1.1. 11. revised the window egress note C on Sheet A-2.0. 12. revised the note K, sheet A-2.0. 13. Iocated the AC -2 on sheet A-2.0. 14. not applicable, no sheet DT. 15. located the chimney & kitchen skylight on 2nd floor plan, sheet A-2.1. 16. provide combustible air cals on sheet A-2.0. 17. the daylight of I' floor envelope was measured from the ex. grade per City Ordinance, sheet A-3 & A-4. 18. added the radiant barrier note on section, roof plan & cover sheet, sheet A-4, A-5 & T-1. 19. located the chimney, skylight & sun tunnel on roof plan, sheet A-5. 20. revised the roof vent cals (lower roof A), sheet A-5. 21. see structural engr.'s response letter. 22. filled up and signed on section 1, sheet GB -1 23. use `Whirlpool Dryer' vent length max. 40ft per installation specs. Sheet E- I. 24. see whole house vent cals on sheet E-1. 25. updated the note 9, sheet E-1. 26. updated the note 10, sheet E-1. 27. revised to GFIC, sheet E -l. 28. revised the note 5 of Spa & hot tub notes, sheet E -I I. 29. added another carbon monoxide, sheet E-1. 30 to 41: see attached letter from structural engr.. . Please inform us if you need additional information! Sincerely, <IJ MXLQ,11� Mike Chen, Architect Ok }l J4a A B C A. Standard rear offset exhaust installation B. Left or right side exhaust installation C. Bottom exhaust installation Alternate installations for close clearances Venting systems come in many varieties. Select the type best for your installation. Two examples of close -clearance installations are shown. Refer to the manufacturer's instructions. dK- ------------- A B A. Over -the -top installation (also available wilh one offset elbow) B. Periscope installation NOTE: The following kits for close -clearance alternate installations are available for purchase. Please see the "Assistance or Service" section to order. ■ Over -the -Top Installation: Part Number 4396028 n Periscope Installation (For use with dryer vent to wall vent mismatch): Part Number 4396037 - 0" (0 mm) to 18" (457 mm) mismatch Part Number 4396011 -18" (457 mm) to 29" (737 mm) mismatch Part Number 4396014 - 29" (737 mm) to 50" (1.27 m) mismatch Special provisions for mobile home installations The exhaust vent must be securely fastened to a noncombustible portion of the mobile home structure and must not terminate beneath the mobile home. Terminate the exhaust vent outside. Determine vent path ■ Select the route that will provide the straightest and most direct path outdoors. > hy" ■ Plan the installation to u . the fewest number of elbows and turns. + ' • VV%6 using elbows or making turns, allow as much room as possible. ■ Bend vent gradually to avoid kinking. ■ Use the fewest 90° turns possible. Determine vent length and elbows needed for best drying performance ■ Use the following vent system chart to determine type of vent material and hood combinations acceptable to use. NOTE: Do not use vent runs longer than those specified in the Vent system chart. Exhaust systems longer than those specified will: ■ Shorten the life of the dryer. ■ Reduce performance, resulting in longer drying times and increased energy usage. The vent system chart provides venting requirements that will help to achieve the best drying performance. Vent system chart NOTE: Side and bottom exhaust installations have a 900 turn insidf the dryer. To determine maximum exhaust length, add one 901 turn to the chart. Number 90° Type of vent Box Aouvered Angled elbows hoods hoods 0 Rigid metal 64ft (20 m) 58ft (17.7 m) I Rigid metal 54 ft (16.5 m) 48 ft (14.6 m) 2 Rigid metal 44 ft (13.4 m) 38 ft (11.6 m) 3 Rigid metal 35 ft (10.7 m) 29 ft (8.8 m) 4 Rigid metal 27 ft (8.2 m) 21 ft (6.4 m) Install Vent System 1. Install exhaust hood. Use caulking compound to seal exterior wall opening around exhaust hood. 2. Connect vent to exhaust hood. Vent must fit inside exhaust hood. Secure vent to exhaust hood with 4" 0 02 mm) clamp. 3. Run vent to dryer location. Use the straightest path possible. See "Determine vent path" in "Plan Vent System." Avoid 901 turns. Use clamps to seal all joints. Do not use duct tape, screws, or other fastening devices that extend into the interior of the vent to secure the vent, because they can catch lint. INSTALL LEVELING LEGS Excessive Weight Hazard Use two or more people to move and install dryer. Failure to do so can result in back or other injury. 1. To avoid damaging the floor, use a large flat piece of cardboard from the dryer carton. Place cardboard under the entire back edge of the dryer. 13