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15070137-DA CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 7626 NEWCASTLE DR CONTRACTOR: M fyi C,,�(* ftc 1 ERMIT NO: 15070137 I OWNER'S NAME: NADER SHAMMA I I DATE ISSUED: 08/04/2015 1 OWNER'S PHONE: 4083487777 1 , I PHONE NO: kLICENSED CONTRACTOR'S DECLARATION License Class Lic. Contractor ��f r to I hereby affirm that I am licensed under the provisions o C a ter 9 (commencing with Section 7000) of Division 3 of the Business & Professions Code and that my license is in full force and effect. I hereby affirm under penalty of perjury one of the following two declarations: I have and will maintain a certificate of consent to self - insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. &,have and will maintain Worker's Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. APPLICANT CERTIFICATION I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the granting of this permit. Additionally, the applicant understands and will comply . with all non -point so a regulations pert Cupertino Municipal Code, Section 9.18. Signature Date ❑ OWNER- BUILDER DECLARATION 1 hereby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec.7044, Business & Professions Code) 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.7044, Business & Professions Code). I hereby affirm under penalty of perjury one of the following three declarations: I have and will maintain a Certificate of Consent to self - insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain Worker's Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. If, after making this certificate of exemption, I become subject to the Worker's Compensation provisions of the Labor Code, I must forthwith comply with such provisions or this permit shall be deemed revoked. APPLICANT CERTIFICATION I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the granting of this permit. Additionally, the applicant understands and will comply with all non -point source regulations per the Cupertino Municipal Code, Section 9.18. Signature Date JOB DESCRIPTION: RESIDENTIAL ❑ COMMERCIAL E] REMODEL (E) KICHEN (160 S.F.), RELOCATE 2 WINDOWS, UPGRADE EL PANEL TO 200 AMPS, RELOCATE FURNACE ADD (N) A /C. RE -ROOF 20 SQ'S & ADD 38 LIGHT Sq. Ft Floor Area: I Valuation: $60000 APN Number: 36617084.00 1 Occupancy Type: PERMIT EXPIRES IF WORK IS NOT STARTED WITHIN 180 DAYS OF PERMIT ISSUANCE OR 180 DAYS LA D INSPE TyIO . Date: 4 J RE- ROOFS: All roofs shall be inspected prior to any roofing material being installed. If a roof is installed without first obtaining an inspection, I agree to remove all new materials for inspection. Signature of Applicant: Date: ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER HAZARDOUS MATERIALS DISCLOSURE I have read the hazardous materials requirements under Chapter 6.95 of the California Health & Safety Code, Sections 25505, 25533, and 25534. I will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the Health & Safety Code, Section 25532(a) should 1 store or handle hazardous material. Additionally, should 1 use equipment or devices which emit hazardous air contaminants as defined by the Bay Area Air Quality Management District 1 will maintain compliance with the Cupe' no Municipal Code, Chapter 9.12 and the Health & Safety Code, Sections 25505, 2553 and 25534. Owner or authorized agent: A r Date: CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of work's for which this permit is issued (Sec. 3097, Civ C.) Lender's Name Lender's Add ARCHITECT'S DECLARATION I understand my plans shall be used as public records. Licensed Professional t� • CONSTRUCTION PERMIT APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION 10300 TORRE AVENUE • CUPERTINO, CA 95014 -3255 (408) 777 -3228 - FAX (408) 777 -3333 • buildina (o)cupertino.org (>0 ��- ❑ NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION / TI ❑ REVISION /DEFERRED ORIGINAL PERMIT 4 ! PROTECT ADDRESS �62r �_ 1�+� S f � � APN OWNER NAME p A J)g f2 PHO ) 3Lr l� EMAIL STREET ADDRESS CITY, STATE, ZIP J D� / /� I FAX � +C/�`,f`i j4AILM CONTACT NAMF MO-W AD A .� � PH01 �1�V 1� r4rn(�,lq,� @11' ,yM� Dail E-`1,I S STREET ADDRESS CITY, STATE, ZIP FAX OWI.-I ❑. OWNER - BUILDER ❑ OWNER AGENT CONTRACTOR ❑ CONTRACTOR AGENT ❑ ARCHITECT IE N GINrEER ❑ DEVELOPER ❑ TENANT IT CONIRACTORNAME �' LICENSENUMBF.R LICENSETYPE BUS. LIC9 t D COMPANY NIA ME E -MAIL FAX STREET ADDRESS CITY, STATE, ZIIPP� PHONE ! ARCHITEC NGINEE AME ^, LICENSE NUMBER /. G� ]� BUS. LIC R A �G I p� %,�M n'er CUMPAl\^ NA74E [ �'t'f�- �14.�� v�- V' Ws T��Lr'0 16A p � J' E 7ilYA- bWJa"VI Qy'►A' i %vhf C- ' FAX r ^ PHONE STREET ADDRESS It I v H pm f L F6rJ j, � ' CITY, STATE, ZIP S 3, J CA T/613, i` �� v DESCRIPTION OF WORK r -% 613 ` AO 2 CJ®v W1rJD3WS 94 — o ?oleo A MA 1413W AC, u -J: dT PLAU6 S I �P6�A 2� �g� PA NOLL � 2zw ��3 vrJ �� 3 is Ca . LO#T EXISTING PROPOSED USE, CONSTR. TYPE 4 STORIES USE TYPE OCC. SQ.FT. VALUATION (S) EXISTG NFW FLOOR DEMO TOTAL AREA AREA AREA NET AREA ._ BATHROOM REMODEL AREA KITCHEN REI.40DEL AREA 16 ® OTHER REMODEL AREA PORCH AREA DECK AREA TOTAL DECK/PORCH AREA GARAGE AREA: DETACH []ATTACH R DWELLING UNITS: IS A SECOND UNIT [] YES SECOND STORY []YES BEING ADDED? [3NO ADDITION? NO PRE- APPLICATION ❑ YES D' YES, PRO VIDE COPY OF IS THE BLDG AN ❑ FBA ;r - - TOTAL VALUATION: PLA1.rNING .APPLE ❑NO PLANT°II.G APPROVAL LETTER EICHLER HOi•IE? 00"M By my signature below, I certify to each of the fallowing: I am the property owner or authorized aeen6eact-en-tht petty owner's behalf. I have read this application and the information I have provided is correct. I have read the Description of Work and verify it is accurate. I agree tocomply with all applicable local ordinances and state lays relating to buil ing construe n. I authorize representatives of Cupertino to enter the above - identified, roperty for inspection purposes. � Signature of Applicant/Agent: Date: SUPPLEMENTAL RNL4TION REQUIRED - THE - COUNTER t l --*'' OV'ER - New SFD or Multifamily dwellings: Apply for demolition permit for �� s �'B>�,DII�GPLAN.REVIE�ir - existing building(s). Demolition permit is required prior to issuance of building permit for new building. =�,�� ,• `,� �, .,� 1]E7 � ,�4 � � �. "'� 4 ❑3PisANNI1GPLA rESSx SREVIEw' Commercial Bld.-s: Provide a completed Hazardous Materials DisclosuresTANDARD )]pUB1c�oRres $ form if any Hazardous Materials are being used as part of this project. i - �t�s` i� xm: _ Copy of Planning Approval Letter or Meeting with Planning prior to s MATOR�� flsAhaasixDrsaRl'# submittal of Building Permit application. Sri t • ;� � �w�� . �� y,, ,� � � �� s � s � BIdg.4pp_2011.doc revised 06121/11 1 CITY OF CUPERTINO FEE ESTIMATOR — BUILDING DIVISION lalADDRESS: 7626 NEWCASTLE DR DATE: 07/2012015 REVIEWED BY: MELISSA APN: 366 17 084 BP#: 'VALUATION: 1$60,000 'PERMIT TYPE: Building Permit Other Mech. Insp. 0.0 hrs $48.00 PLAN CHECK TYPE: Alteration / Repair PRIMARY SFD or Duplex USE: '14,"c w' im.p. Fc (". PENTAMATION 1 R3SFDRE PERMIT TYPE: WORK REMODEL E KICHEN 160 S.F.), RELOCATE 2 WINDOWS UPGRADE EL PANEL TO 200 AMPS SCOPE RELCOATE FURNACE & ADD (N) A /C. RE -ROOF 20 SQ'S & ADD 38 LIGHT FIXTURES NOTE: This estimate does not include fees due to other Departments (i.e. Planning, Public Works, Fire, Sanitary Sewer District, School District, etc.). These fees are based on the nreliminary information available and are onlv an estimate- Contact the Dent for addn't info_ FEE ITEMS (Fee Resolution 11 -053 UT 711./13) Mech. Plan Check 0.0 hrs $0.00 i'hfafb. Plan Cherb Elec. Plan Check 0.0 hrs $0.00 Mech. Permit Fee: IMPERMIT F'1umb. Pere mii hire: Elec. Permit Fee: IEPERMIT Other Mech. Insp. 0.0 hrs $48.00 Ot?wr Pl ?Imb lnsp_ Other Elec. Insp. LL. 0 hrs $48.00 '14,"c w' im.p. Fc (". Pharr'.'). hup. !'es: tsZec. Insp. Fee: NOTE: This estimate does not include fees due to other Departments (i.e. Planning, Public Works, Fire, Sanitary Sewer District, School District, etc.). These fees are based on the nreliminary information available and are onlv an estimate- Contact the Dent for addn't info_ FEE ITEMS (Fee Resolution 11 -053 UT 711./13) FEE QTY/FEE MISC ITEMS Plan Check Fee: $0.00 160 s. f. Remodel, Kitchen (< =300 sf) $645.00 IREMRESKIT Suppl. PC Fee: Q Reg. 0 OT 0.0 1 hrs $0.00 PME Plan Check: $0.00 = # Window / Sliding Glass Door $1,718.00 1WINmEWSTR New (Shearwall/Masonry) Permit Fee: $0.00 Suppl. Insp. Fee:Q Reg. 0 OT 0.0 hrs $0.00 # Mechanical $143.00 IMFR = <100 Furnace, Forced -Air PME Unit Fee: $0.00 PME Permit Fee: $96.00 # _Mechanical $72.00 IBREM,41R A/C Units (<=I OK cfm) Coraslruction Tax.. Administrative Fee: IADMIN $45.00 200 amps Electrical 0 $48.00 IBEI-EC200 Services E) Work Without Permit? Yes 0 No $0.00 Advanced Planning Fee: $0.00 5 Select a Non - Residential 9( ($ 0 " Buildin or Str cture Travel Documentation Fee: 1TRAVDOC $48.00 Strong Motion Fee: IBSEISMICR $7.80 zca�;o S, F. Select an Administrative Item ,3t{G, 0-1- Blda Stds Commission Fee: IBCBSC $3.00 SUBTOTALS: $199.801$2,626.001 TOTAL FEE. F $2,825.80 Revised: 07/02/2015 M FM__7 CITY OF CUPERTINO FEE ESTIMATOR — BUILDING DIVISION 19' ADDRESS: 7626 NEWCASTLE DR DATE: 07/20/2015 REVIEWED BY: MELISSA Mech. Permit Fee: IMPERMIT APN: 36617 084 BP #: `VALUATION: 1$60,000 *PERMIT TYPE: Building Permit PLAN CHECK TYPE: Alteration / Repair PRIMARY USE: SFD or Duplex o ) PENTAMATION PERMIT TYPE: 1 R3SFDRE WORK E KICHEN 160 S.F.), RELOCATE 2 WINDOWS UPGRADE EL PANEL TO 200 AMPS SCOPE �REIVIODEL LCCATE FLIRNACE & ADD (N) A /C. RE -ROOF 20 SQ'S & ADD 38 LIGHT FIXTURES NOTE: This estimate does not include fees due to other Departments (i.e. Planning, Public Works, Fire, Sanitary Sewer District, School District, etc). These fees are based on the nreliminary information available and are onlv an estimate Contact the Dent for addn'1 info. FEE ITEMS (lee Resolution 11 -053 Lf : 7/ %1,13) Mech. Plan Check 0.0 hrs $0.00 I'lumb. Plan c:'hee! Elec. Plan Check 0.0 hrs $0.00 Mech. Permit Fee: IMPERMIT Plumb. Permit Fee: Elec. Permit Fee: IEPERMIT Other Mech. Insp. 0.0 hrs $48.00 Oche; Ph+rrb Insr 0 1 Other Elec. Insp. 0.0 hrs $48.00 14cc InJ17. Iee: o ) ,le.`. I/?SI1. /'e8: NOTE: This estimate does not include fees due to other Departments (i.e. Planning, Public Works, Fire, Sanitary Sewer District, School District, etc). These fees are based on the nreliminary information available and are onlv an estimate Contact the Dent for addn'1 info. FEE ITEMS (lee Resolution 11 -053 Lf : 7/ %1,13) FEE QTY /FEE MISC ITEMS Plan Check Fee: $0.00 = s. f. $645.00 Remodel, Kitchen (< =300 sf) 1REMRESKIT Suppl. PC Fee: (F) Reg. 0 OT 0.0 hrs $0.00 PME Plan Check: $0.00 = # $1,718.00 Window / Sliding Glass Door IWINMEWSTR New (Shearwall/Masonry) Permit Fee: $0.00 Suppl. Insp. Fee: Reg. Q OT 0.0 hrs $0.00 0 # Mechanical $143.00 IMFR =<100 Furnace, Forced -Air PME Unit Fee: $0.00 PME Permit Fee: $96.00 0 # Mechanical $72.00 IBREMAIR A/C Units ( < =10K cfm) C;onsfruction Tax: Administrative Fee: IADMIN $45.00 38 # $180.00 Electrical IBREMFIXT I Fixtures, Lighting Q E) Work Without Permit? 0 Yes (j) No $0.00 Advanced Planning Fee: $0.00 Select a Non - Residential Building or Structure Q 0 Travel Documentation Fee: ITRAVDOC $48.00 Strong Motion Fee: IBSEISMICR $7.80 Select an Administrative Item Bldg Stds Commission Fee: IBCBSC $3.00 SUBTOTALS" $2,758.00 TOTAL FEE: $2,957.80 Revised: 07/02/2015 M Fm_� CITY OF CUPERTINO FEE ESTIMATOR — BUILDING DIVISION ADDRESS: 7626 NEWCASTLE DR DATE: 07/20/2015 REVIEWED BY: MELISSA APN: 36617 084 BP #: *VALUATION: $60,000 *PERMIT TYPE: Building Permit Other Mech. Insp. 0.0 hrs $48.00 PLAN CHECK TYPE: Alteration / Repair PRIMARY SFD or Duplex USE: tech. Insp. Fee: PENTAMATION 1R3SFDREM PERMIT TYPE: WORK EMODEL E KICHEN 160 S.F.), RELOCATE 2 WINDOWS UPGRADE EL PANEL TO 200 AMPS SCOPE [2ELCOATE FURNACE & ADD (N) A /C. RE -ROOF 20 SO'S & ADD 38 LIGHT FIXTURES NOTE. This estimate does not include fees due to other Departments (i.e. Planning, Public Works, Fire, Sanitary Sewer District, School District, etc). These fees are based on the ureliminary information available and are onlv an estimate. Contact the Dent for addn'1 info. FEE ITEMS (Fee Resolution 11 -053 E„ f' 7i 113) Mech. Plan Check 0.0 hrs $0.00 Phunb. Plan (71wok FT 111an Check FMech. Permit Fee: IMPERMIT PGarnh. 1'errnil Fee: Isles. Penner l=ee: Other Mech. Insp. 0.0 hrs $48.00 Orizer- Plunb Insp. Other Elec. Insp. Li I tech. Insp. Fee: Phunb. Irrslr. Vee: Llec. Insp. Fee!: NOTE. This estimate does not include fees due to other Departments (i.e. Planning, Public Works, Fire, Sanitary Sewer District, School District, etc). These fees are based on the ureliminary information available and are onlv an estimate. Contact the Dent for addn'1 info. FEE ITEMS (Fee Resolution 11 -053 E„ f' 7i 113) FEE QTY /FEE MISC ITEMS Plan Check Fee: $0.00 160 s.f. Remodel, Kitchen (< =300 sf) $645.00 IREMRESKIT Suppl. PC Fee: E) Reg. 0 OT 0.0 1 hrs $0.00 PME Plan Check: $0.00 = # Window / Sliding Glass Door $1,718.00 1 1WINMEWSTR New (Shearwall/Masonry) Permit Fee: $0.00 Suppl. Insp. Fee: Reg. 0 OT 0.0 hrs $0.00 0 # Mechanical $143.00 1MFR = <10o Furnace, Forced -Air PME Unit Fee: $0.00 PME Permit Fee: $48.00 # Mechanical $72.00 IBREMAIR A/C Units ( < =10K cfm) Constr-tiction Tav Administrative Fee: 1ADMIN $45.00 2,000 1 s.f. Re -roof 0 $340.00 IREROOFRES E) Work Without Permit? 0 Yes (F) No $0.00 Advanced Planning-Fee. $0.00 Select a Non - Residential Q Building or Structure 0 Travel Documentation Fee: ITRAVDOC $48.00 Strong Motion Fee: IBSEEMICR $7.80 Select an Administrative Item Bldp, Stds Commission Fee: 1BCBSC $3.00 SUBTOTALS: 1 $151.801$2,918.00 _ TOTAL F 3 &p $3,069.80 Revi , 07/02/201 Rahmani & Associates Inc. Design & Structural Engineering Consultants FILE August 5, 2015 - Project No. 2015 -49 City of Cupertino�� Building Department Cupertino, CA Subject: Foundation Reinforcing Existing House Remodeling The Shamma Residence 7626 Newcastle Drive Cupertino, CA Dear Building Official: In regard to the above referenced project, our office representative made an on -site observation of the new foundation reinforcing and garage and an isolated footing reinforcing inside the living area as shown on the approved plans. Our scope of services was limited to general observation of foundation reinforcing. We have achieved the following conclusion after the completion of our field observation: The new foundation and footing reinforcing is in general conformance with requirements of the structural plans approval by the City of Cupertino, Building Department. If we can further assist you, please do not hesitate to call. Very truly yours, Mohammad H. Rahmani, P.E. Cc: Project file 1876 Hamilton Avenue, San Jose, CA 95125 Tel: 408 377 -4000, Fax: 408 3774001 Email: mrahmanig_rahmaindesign.com www.rahmanidesign.com I BUILDING ENERGY ANALYSIS REPORT I PROJECT: Shamma Addition 7626 NEWCASTLE DR Cupertino, C Project Designer: Rahmani & Associates Inc 1870 Hamilton Ave San Jose, CA 95125 408 377 4000 Report Prepared by: FPG Rainone Const. Inc 746 Heartland Dr Manteca, CA 95337 (209) 471 -1132 Job Number: 2015 -124 Date: 7/10/2015 V�Z The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2013 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC — www.energysoft.com. EnergyPro 6.5 by EnergySoft User Number: 6888 ID: 2015 -124 1 I TABLE OF CONTENTS I Cover Page Table of Contents Form CF-1 R-PRF-01 -E Certificate of Compliance Form RMS -1 Residential Measures Summary Form MF -1 R Mandatory Measures Summary HVAC System Heating and Cooling Loads Summary EnergyPro 6.5 by EnergySoft Job Number ID: 2015 -124 User Number: 6888 1 2 3 10 11 15 n LL O O: CL I LL a U O N o_ E � c 0 o Q �t m r E d E E (0 d ❑ E c Z O d LL 7 }, V � CL v 5 W T c U o N Z w a� a. 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LO O _o _ w E _ O .,� N c rn o N a) O 'D U , O m D c U L. c a) a) O� w r a m 0 .7 .n ,a _.0 c O w c a o = y L6 m ai LO Co st o 0 o a) . O 0 C N N - Q:N J N a N p � a7 D:- T a) a 19 =m Eoo U O a U o N t: U n U a) & N 6 @ i. E 2 c ` ai is n - a) "r�P 0 ca)o mE o @� U�' E _ �o (D a) c 0 c M 0,0 -0 O a) O O — -O L•, - a) � U 2 0 0 0 — .b U O 0 N DV H a7 Z O a) a w 2 - W c ~ a w N w W Z m a a) as c°- c L=c t6 a) c ' ..+ H (D Lu N E .N U _ N (cDL 7 2 H a) Z 7 E >: m V () w Q U O 7 a) C tll m H� C a`j @ m Co J W a O C ¢ Q O C O w C U J c a) ,.�, c m N a c N 0 O W Co N T a3 C O O m E 7 m np o c m m E 2 H U — a3 Z N C) Z O c m 0 0 L 7 "O -O w U a7 N M O CY) Lo > Z Z U L p S C c C) LO O w a a t 0) C -p Q Q C C ° •@ O m C) J O ff, m N p C •@ Lo U z E rn� a3 U 0 c a LU C m T U d U co Z L H F 3 L N >. U N U L3 E m U -M o- C7 E C In s- a qt 0 a N z' � 0 cl w N n C9 E a in c Q U U N M X LL 0 LL 10 �` Q r CCCO U G V c LU a+ w t U O U U �a CU a, s 0 w e ° O O O aN, a` ,, s a Q w '> x O a G 0 IU aI cr v E � o 3 Go e ° cc to G N Qj Z3 0 a a v y ar a E a` w v t a-' 16 � Q _O c G O G M Qj coO H U , a, v U O N a O .G a a S `O CL O o v O o 0 CU o G ° O 'y o °o 17, Q a y m C2 0 z W N U a) .o E v z o c y O cu L � E Q C al 0 iD 0 V 0 0 Ln 0 ry f�0 v v a) t 0 CL s C) ti n Ln 0 ry co O r O Cr u O t O CL a) cc RESIDENTIAL MEASURES SUMMARY RMS -1 Project Name Shamma Addition Building Type m Single Family m Addition Alone ❑ Multi Family ❑ Existing +Addition /Alteration Date 711012015 Project Address 7626 NEWCASTLE DR Cupertino California Energy Climate Zone CA Climate Zone 04 Total Cond. Floor Area 58 Addition 58 # of Units 1 INSULATION Construction Type Area Cavity (ft) Special Features Status Wall Wood Framed R 13 225 New Door Opaque Door no insulation 20 New Wall Wood Framed no insulation 180 Altered Roof Wood Framed Attic R 30 16 New Floor Wood Framed w /Crawl Space R 19 24 New FENESTRATION Total Area: 23 Glazing Percentage: 39.7 % New /Altered Average U- Factor: 0.40 Orientation Area(e) U -Fac SHGC Overhang Sidefins Exterior Shades Status Left (E) 15.0 0.320 0.25 none none Bug Screen New Skylight 8.0 0.550 0.30 none none None New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 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 System Ducted Ducted Attic 8.0 New WATER HEATING Qty. Typ e Gallons Min. Eff Distribution Status 1 Small Instantaneous Gas 0 0.84 Standard New EnergyPro 6.5 by EnerqySoft User Number: 6888 RunCode: 2015 -07- 10713:42:23 ID: 2015 -124 Page 10 of 15 2013 Low -Rise Residential Mandatory Measures Summary NOTE: Low -rise residential buildings subject to the Standards must comply with all applicable mandatory treasures listed, regardless of the romnlinnre annrnnrh used. F,xrentions may annly. Review the respective code section for more information. Building Envelope Measures: § 110.6(a) I: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. Fenestration products (except field- fabricated windows) have a label listing the certified U- Factor, certified Solar Heat Gain §I 10.6(a)5: Coefficient (SHGC), and infiltration that meets the requirements of §10 -1 11(a). § 110.7: Exterior doors and windows are weatherstripped; all joints and penetrations are caulked and sealed. § 110.8(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on the CF2R. §I 10.8(i): The thermal emittance and aged solar reflectance values of the cool roofing material meets the requirements of § 1 10.8(i) when the installation of cool roof is specified on the CF1R. § 110.80): A radiant barrier shall have an emittance of 0.05 or less when the installation of a radiant barrier is specified on the CF] R. Minimum R -30 insulation in wood -frame ceiling; or the weighted average U- factor shall not exceed 0.031. Minimum R -19 in a § I50.0(a): rafter roof alteration. Attic access doors shall have permanently attached insulation using adhesive or mechanical fasteners. The attic access shall be gasketed to prevent air leakage. §I50.0(b): Loose fill insulation shall conform with manufacturer's installed design labeled R- value. § 150.0(c): Minimum R -13 insulation in 2x4 inch wood framing wall or have a U- factor of 0.102 or less (R -19 in 2x6 or 0.074 maximum U- factor). § 150.0(d): Minimum R- 19 insulation in raised wood -frame floor or 0.037 maximum U- factor. In Climate Zones 14 and 16 a Class 11 vapor retarder shall be installed on the conditioned space side of all insulation in all exterior § 150.0(g)1: walls, vented attics and unvented attics with air - permeable insulation. In Climate Zones 1 -16 with unvented crawl spaces the earth floor of the crawl space shall be covered with a Class 1 or Class 11 §150.0(g)2: vapor retarder. In a building having a controlled ventilation crawl space.. a Class I or Class II vapor retarder shall be placed over the earth floor of § 150.0(g)3: the crawl space to reduce moisture entry and protect insulation from condensation, as specified in the exception to Section 150.0(d). § 150.0(1): Slab edge insulation shall: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3 %; have water vapor permeance rate is no greater than 2.0 perm/inch, be protected from physical damage and UV light deterioration; and when installed as part of a heated slab floor meets the requirements of § 110.8( . §150.0(q): (q)' Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors shall have a maximum U- factor of 0.58; or the weighted average U- factor of all fenestration shall not exceed 0.58. Fireplaces, Decorative Gas Appliances and Gas Log Measures: § 150.0(e) IA: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. § 150.0(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 readily accessible, operable, and tight-fitting damper or a combustion -air control device. §150.0(e)IC: Masonry or factory -built fireplaces have a flue damper with a readily accessible control. § 150.0(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: § 110.0 -§ 110.1 HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified to the Energy Commission. § 110.3(c)5: Water heating recirculation loops serving multiple dwelling units meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of § 110.3(c)5. Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces, household cooking appliances (appli- § 1 105: ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. § 150.0(h) I: Heating and /or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA using design conditions specified in §I50.0(h)2. § 150.0(h)3A: Installed air conditioner and heat pump outdoor condensing units shall have a clearance of at least five feet from the outlet of any dryer vent. § 150.0(i): Heating systems are equipped with thermostats that meet the setback requirements of § 110.2(c). § 150.00) 1 A: Storage gas water heaters with an energy factor equal to or less than the federal minimum standards shall be externally wrapped with insulation having an installed thermal resistance of R -12 or greater. § 150.00)1 B: Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water - heating systems, have R -12 external insulation or R -16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. For domestic hot water system piping, whether buried or unburied: the first 5 feet of hot and cold water pipes from the storage tank, all piping with a nominal diameter of 3/4 inch or larger, all piping associated with a domestic hot water recirculation system § 150.00)2A: regardless of the pipe diameter, piping from the heating source to storage tank or between tanks, piping buried below grade, and all hot water pipes from the heating source to kitchen fixtures must be insulated according to the requirements of TABLE 120.3 - A. § 150.00)2B: All domestic hot water pipes that are buried below grade must be installed in a water proof and non - crushable casing or sleeve that allows for installation, removal, and replacement of the enclosed pipe and insulation. 2013 Low -Rise Residential Mandatory Measures Summary § 150.06)2C: Pipe for cooling system lines shall be insulated as specified in §I50.OQ)2A. Piping insulation for steam and hydronic heating systems or hot waters stems with pressure > IS psig shall meet the requirements in TABLE 120.3 -A. § 150.00)3: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather shall either be rated for outdoor use or installed with a cover suitable for outdoor service. For §150.0(i)3A: example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation protected as specified or painted with coating that is water retardant and provides shielding from solar radiation that degrades the material. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space shall have a Class I § 150.0(i)3 B: or Class 11 vapor retarding facing, or the insulation shall be installed at the thickness that qualifies as a Class I or Class II vapor retarder. Systems using gas or propane water heaters to serve individual dwelling units shall include: a 120V electrical receptacle within 3 feet of the water heater; a Category 111 or IV vent, or a Type B vent with straight pipe between the outside termination and the § I50.0(n)1: space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the installed water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu/hr. § 150.0(n)2: Recirculating loops serving multiple dwelling units shall meet the requirements of § 110.3(c)5. § 150.0(n)3: Solar water- heating systems and collectors shall be certified and rated by the Solar Rating and Certification Corporation (SRCC) or by a testing agency approved by the Executive Director. Ducts and Fans Measures: All air - distribution system ducts and plenums installed are sealed and insulated to meet the requirements of CMC §601.0, §602.0, §603.0, §604.0, §605.0 and ANSI/SMACNA- 006 -2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Supply -air and return-air ducts and plenums are insulated to a minimum installed level of R -6.0 (or higher if required by CMC §605.0) or enclosed entirely in directly conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts are mechanically fastened. Openings shall be sealed § I50.0(m)1: with mastic, tape, or other duct - closure system that meets the applicable requirements of UL 181, UL I81A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than ''A inch, the combination of mastic and either mesh or tape shall be used. 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. Factory- Fabricated Duct Systems shall comply with specified requirements for duct construction, connections, and closures; joints § 150.0(m)2: 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. § 150.0(m)3 -6: Field- Fabricated Duct Systems shal I comply with requirements for: pressure- sensitive tapes, mastics, sealants, and other requirements specified for duct construction; duct insulation R -value ratings; duct insulation thickness; and duct labeling. § I50.0(m)7: All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic dampers. § I50.0(m)g: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers except combustion inlet and outlet air openings and elevator shaft vents. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not § 150.0(m)9: limited to the following: insulation exposed to weather shall be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. §I50.0(m)10: Flexible ducts cannot have porous inner cores. When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts shall be §150.0(m)1 I: sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal § 150.0(m) 12: conditioning component, except evaporative coolers, shall be provided with air filter devices that meet the requirements of § 150.0(m) 12. Space conditioning systems that utilize forced air ducts to supply cooling to an occupiable space shall have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the supply plenum. The § 150.0(m) 13: space conditioning system must also demonstrate airflow? 350 CFM per ton of nominal cooling capacity through the return grilles, and an air - handling unit fan efficacy < 0.58 W /CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Zonally controlled central forced air cooling systems shall be capable of simultaneously delivering, in every zonal control mode, § 150.0(m) 15: an airflow from the dwelling, through the air handler fan and delivered to the dwelling, of> 350 CFM per ton of nominal cooling capacity, and operating at an air - handling unit fan efficacy of < 0.58 W /CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. All dwelling units shall meet the requirements of ASHRAE Standard 62.2. Neither window operation nor continuous operation of § 150.0(0): central forced air system air handlers used in central tan integrated ventilation systems are permissible methods of providing the Whole Building Ventilation. §150.0(o)IA: Whole Building Ventilation airflow shall be confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Pool and Spa Heating Systems and Equipment Measures: Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency § 110.4(a): Regulations; an on -off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating. 2013 Low -Rise Residential Mandatory Measures Summary § 1 10.4(6)1: Any pool or spa heating equipment shall be installed with at least 36 inches of pipe between filter and heater or dedicated suction and return lines, or built-up connections for future solar heating. § 110.4(b)2: Outdoor pools or spas that have a heat pump or gas heater shal I have a cover. § 110.4(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 pro - rammed to run only during off-peak electric demand periods. § 110.5: Natural gas pool and spa heaters shall not have a continuous burning pilot light. § 150.0(p): Residential pool systems or equipment shall meet specified pump sizing, Flow rate, piping, filters, and valve requirements. Lighting Measures: § 110.9: All lighting control devices and systems, ballasts, and luminaires shall meet the applicable requirements of § 110.9. § 150.0(k) I A: Installed luminaires shall be classified as high - efficacy or low- efficacy for compliance with § 150.0(k) in accordance with TABLE 150.0 -A or TABLE 150.0 -13, as applicable. § 150.0(k) I B: When a high efficacy and low efficacy lighting system are combined in a single luminaire, each system shall separately comply with the applicable provisions of § 150.0(k). The wattage and classification of permanently installed luminaires in residential kitchens shall be determined in accordance with § 150.0(k) I C: § 130.0(c). In residential kitchens, the wattage of 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 luminaire or a surface mounted ceiling fan, shall be calculated as 180 watts of low efficacy lighting er electrical box. § 150.0(k)I D: Ballasts for fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no § 150.0(k) I E: more than 5 watts of power per luminaire or exhaust fan as determined in accordance with § I30.0(c). Night lights do not need to be controlled by vacancy sensors. § 150.0(k)l F: Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) shall meet the applicable requirements of § 150.0(k). § 150.0(k)2A: High efficacy luminaires must be switched separately from low efficacy luminaires. § 150.0(k)2B: Exhaust fans shall be switched separately from lighting systems. § 150.0(k)2C: Luminaires shall be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. § 150.0(k)2D: Controls and equipment are installed in accordance with manufacturer's instructions. § 150.0(k)2E: No control shall bypass a dimmer or vacancy sensor function if the control is installed to comply with §150.0(k). § 150.0(k)2F: Lighting controls comply with applicable requirements of § 110.9. An Energy Management Control System (FMCS) may be used to comply with dimmer requirements if: it functions as a dimmer § 150.0(k)2G: according to § 110.9; meets Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5; and all other requirements in § I50.0(k )2. An Energy Management Control System (EMCS) may be used to comply with vacancy sensor requirements of § 150.0(k) if: it § 150.0(k)2H: functions as a vacancy sensor according to § 110.9; meets Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5; and all other requirements in §150.0(k)2. § 150.0(k)21: A multiscene programmable controller may be used to comply with dimmer requirements of this section if it provides the functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in §150.0(k)2. § 150.0(k)3A: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. Kitchen lighting includes all permanently installed lighting in the kitchen except internal lighting in cabinets that illuminate only § 150.0(k)3B: the inside of the cabinets. Lighting in areas adjacent to the kitchen, including but not limited to dining and nook areas, are considered kitchen lighting if they are not separately switched from kitchen lighting. § 150.0(k)4: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. § 150.0(k)5: A minimum of one high efficacy luminaire shall be installed in each bathroom; and all other lighting installed in each bathroom shall be high efficacy or controlled by vacancy sensors. § 150.0(k)6: Lighting installed in attached and detached garages, laundry rooms, and utility rooms shall be high efficacy luminaires and controlled by vacancy sensors. § 150.0(k)7: Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy, or shall be controlled by either dimmers or vacancy sensors. Luminaires recessed into ceilings shall: be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; have a label that certifies that the luminaire is airtight with air leakage less than 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; be sealed with a gasket or caulk between the luminaire housing § 150.0(k)8: and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk; and allow ballast maintenance and replacement without requiring cutting holes in the ceiling. For recessed compact fluorescent luminaries with ballasts to qualify as high efficacy for compliance with § 150.0(k), the ballasts shall be certified to the Energy Commission to comply with the applicable requirements in §1 10.9. For single - family residential buildings, outdoor lighting permanently mounted to a residential building or other buildings on the same lot shall be high efficacy, or may be low efficacy if it meets all of the following requirements: i. Controlled by a manual ON and OFF switch that does not override to ON the automatic actions of Items ii or iii below; and § 150.0(k)9A: ii. Controlled by a motion sensor not having an override or bypass switch that disables the motion sensor, or controlled by a motion sensor having a temporary override switch which temporarily bypasses the motion sensing function and automatically reactivates the motion sensor within 6 hours; and iii. Controlled by one of the following methods: 2013 Low -Rise Residential Mandatory Measures Summary a. Photocontrol not having an override or bypass switch that disables the photocontrot; or b. Astronomical time clock not having an override or bypass switch that disables the astronomical time clock, and which is programmed to automatically turn the outdoor lighting OFF during daylight hours; or c. Energy management control system which meets all of the following requirements: At a minimum provides the functionality of an astronomical time clock in accordance with §110.9; meets the Installation Certification requirements in §130.4; meets the requirements for an EMCS in § 130.5; does not have an override or bypass switch that allows the luminaire to be always ON; and, is programmed to automatically turn the outdoor lighting OFF during daylight hours. For low -rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site shall comply with one of the § 150.0(k)9B: following requirements: i. Shall comply with §150.0(k)9A; or ii. Shall comply with the applicable requirements in §110.9, §130.0, §130.2, §130.4, §140.7 and §141.0. § 150.0(k)9C: For low -rise residential buildings with four or more dwelling units, outdoor lighting not regulated by § 150.0(k)9B or 150.0(k)9D ' ' ' shall comply with the applicable requirements in 1 10.9, 130.0, § 130.2, 130.4, , 140.7 and § 141.0. § 150.0(k)9D: Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site shall comply '130.0, '140.7 with the applicable requirements in ¢110.9, §130.2, §130.4, and §141.0. § 150.0(k)10: Internally illuminated address signs shall comply with § 140.8; or shall consume no more than 5 watts of power as determined according to § 130.0(c). § 150.0(k),I 1: Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for ' ' nonresidential garages in § 1 10.9, § 130.0, 130. 1, § 130.4, 140.6, and § 141.0. In a low -rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of § 150.0(k)I2A: the floor area, permanently installed lighting for the interior common areas in that building shall be high efficacy luminaires or controlled by an occupant sensor. In a low -rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building shall: § 150.0(k)12B: i. Comply with the applicable requirements in §110.9, §130.0, §130.1, §140.6 and §141.0; and ii. Lighting installed in corridors and stairwells shall be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors shall be capable of turning the light fully On and Off from all designed paths of ingress and egress. Solar Ready Buildings: Single family residences located in subdivisions with ten or more single family residences and where the application for a § 110.10(a)1: tentative subdivision map for the residences has been deemed complete, by the enforcement agency, on or after January 1, 2014, shall comply with the requirements of § 110.10(b) through § 110.10(e). § 110.10(a)2: Low -rise multi - family buildings shall comply with the requirements of § 110.10(b) through § 110.10(d). The solar zone shall have a minimum total area as described below. The solar zone shall comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area shall be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for § 1 10.10(6)1: buildings with roof areas greater than 10,000 square feet. For single family residences the solar zone shall be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low -rise multi - family buildings the solar zone shall be located on the roof or overhang of the building or on the roof or overhang of another structure located within 250 feet of the building or on covered parking installed with the building project and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area. § 1 10.10(6)2: AI I sections of the solar zone located on steep - sloped roofs shall be oriented between 1 10 degrees and 270 degrees of true north. § 1 10.10(b)3A: No obstructions, including but not limited to, vents, chimneys, architectural features, and roof mounted equipment, shall be located in the solar zone. Any obstruction, located on the roof or any other part of the building that projects above a solar zone shall be located at least twice § 1 10.10(b)3B: the distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane. § 1 10.10(b)4: For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. The construction documents shall indicate: a location for inverters and metering equipment and a pathway for routing of conduit § 1 10.10(c): from the solar zone to the point of interconnection with the electrical service (for single family residences the point of interconnection will be the main service panel); a pathway for routing of plumbing from the solar zone to the water- heating system. § 110.10(d): A copy of the construction documents or a comparable document indicating the information from § 1 10.10(6) through § 110.10(c) shall be provided to the occupant. § 110.10(e)1: The main electrical service panel shall have a minimum busbar rating of 200 amps. The main electrical service panel shall have a reserved space to allow for the installation of a double pole circuit breaker for a § 110.10(e)2: future solar electric installation. The reserved space shall be: positioned at the opposite (load) end from the input feeder location or main circuit location, and permanently marked as "For Future Solar Electric'. HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Shamma Addition System Name HVAC System ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 Heating System Output per System 0 Total Room Loads Total Output (Btuh) 0 Return Vented Lighting Output Btuh /s ft 0.0 Return Air Ducts Cooling System Return Fan Output per System 1 Ventilation C Total Output Btuh 1 Supply Fan Total Output (Tons) 0.0 Supply Air Ducts Total Output (Btuh /s ft) 0.0 Total Output s ft/Ton 696,000.0 TOTAL SYSTEM LOAD Air System CFM per System 0 HVAC EQUIPMENT SELECTION Airflow (cfm) 0 Furnace -A/C Airflow cfm /s ft 0.00 Airflow (cfm/Ton) 0.0 Outside Air ( %) 0.0% Total Adjusted System Output Outside Air cfm /s ft) 0.00 (Adjusted for Peak Design conditions) Note: values above given at ARI conditions TIME OF SYSTEM PEAK HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of 28 OF 66 OF 105 OF Outside Air AV- 0 cfm Heating Coil 1 66 OF Date 7/10/2015 Floor Area 58 COIL COOLING PEAK COIL HTG. PEAK CFM Sensible Latent CFM Sensible 68 1,351 33 116 4,389 0 53 208 0 0 0 0 0 0 0 0 0 53 208 1,4561 33 4,805 1 0 1 0 Aug 3 PM Heating Peak ft11l 0 Jan 1 AM I COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak) 88/68 °F 77/62 °F 55/54 °F Outside Air El F 0 cfm Cooling Coil 57 / 54 OF 46.4% ROOM i!G =i 77 162 IF 75 /62 IF 4 EnergyPro 6.5 by EnergySoft User Number. 6888 RunCode: 2015 -07- 10713:42:23 ID: 201-1-124 Page 15 of 15 �= K3 Ba6mani a Associates Inc. Design a Straemral Engineefln� Consultants STRUCTURAL CALCULATION TYPE OF PROJECT: EXISTING HOUSE ADDITION/REMODELING PROJECT NO 2015 -49 DATE: MAY 27, 2015 PROJECT LOCATION: 7626 NEWCASTLE DRIVE CUPERTINO, CA RECEIVED 'JUL 21 2015 FOR: ' v r. �d THE SHAMMA RESIDENCE S DD U"KITTAL "If PREPARED BY: RAHMANI & ASSOCIATES INC. 1870 Hamilton Avenue, San Jose, CA 951: Tel: 408 377 -4000, Fax: 408 377 -4001 Email: mrahmani@rahmaindesipi.co www.rahmanidesizn.com DESIGN CRITERIA AT ROOF: A: FLAT CEILING REF. CBC 2013 A: VAULTED CEILING ROOFING 5.00 ROOFING 5.00 SHEATHING 1.50 SHEATHING 1.50 FRAMING 3.00 FRAMING 3.00 CEILING 0.00 INSULATIONS 1.00 MISC 2.50 GYP. BOARD 2.20 MISC. 2.30 TOTAL D.L. 12.00 TOTAL D.L. 15.00 LIVE LOAD 16.00 LIVE LOAD 16.00 TOTAL 28.00 TOTAL 31.00 AT CEILING: DEAD LOAD 5.00 LIVE LOAD 10.00 TOTAL LOAD 15.00 EXTERIOR WALLS 16 INTERIOR PARTITION 6 AT FLOOR: JOIST 3.30 DECK SHEATHING 2.30 GYB. BOARD 2.20 DEAD LOAD 12.00 MISC. 4.20 LIVE LOAD 40.00 TOTAL D.L. 12.00 TOTAL LOAD 52.00 LIVE LOAD 40.00 TOTAL LOAD 52.00 ALT. BALCONY LIVE LOADS EXTERIOR BALCONY 60.00 EXT. BALCONY >100sq.ft 100.00 STORAGE 40.00 Page 1 CEILING FRAMI G KEY PLAN (we NOTM DATE: 05/28/2015 SCALE: 3/32 " =1' -0" PROJECT NO.: 2015 -49 HOME REMODEL/ADD FOR: KEY � Rahmani &Associates, Inc. �H, THE SHAMMA RESIDENCE DESIGN & STRUCTURAL ENGINEERING CONSULTANTS 7626 NEWCASTLE DR 1870 Hamilton Avenue Tel: (408) 377 -4000 Co4a517' Son Jose, CA 95125 Fax: (408) 377 -4001 t�74M 6- 16 PLAN CUPERTINO, CA E.°°° : mhma ICaslgnco 9��m��cA 11 f Rahmani & Associates, Inc. JOB NO. MEAMUMI Design & Structural Engineering Consultants BY SHEET NO. 3 DATE �� I L ! I ! I 01 L I � 1 I :•r 1 � I , + 7-7-7---f I f - 1_ l A L I LEE" ' _ I µ µ i I f 1 I i c c r t ' - - f - 1_ l A imRahmani & Associates, Inc. Design & Structural Engineering Consultants JOB NO. BY SHEET NO. 4- DATE Title Block Line 1 Project Title: 5 You can change this area Engineer: Project ID: using the "Settings" menu item Project Descr: and then using the "Printing & Title Block" selection. Description : "C81" CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7 -10 Load Combination Set : ASCE 7 -10 Material Properties Span Max. "" Dell Location in Span Load Combination Max. W' Defl Location in Span Analysis Method: Allowable Stress Design Fb - Tension 2,900.0 psi E: Modulus of Elasticity Load Combination ASCE 7 -10 Fb - Compr 2,900.0 psi Ebend- xx 2,000.Oksi 1,898.61 psi Fc - Prll 2,900.0 psi Eminbend - xx 1,016.54ksi Wood Species ; Truss Joist Fc - Perp 750.0 psi Load Combination Wood Grade : Parallam PSL 2.0E Fv 290.0 psi Location of maximum on span - 4.750ft Ft 2,025.0 psi Density 32.210pcf Beam Bracing : Beam is Fully Braced against lateral- torsion buckling Span # where maximum occurs = Span # 1 D(0.3 r 0.4 Span = 9.50 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.30, Lr = 0.40 , Tributary Width = 1.0 ft ►ESIGN SUMMARY' Span Max. "" Dell Location in Span Load Combination Max. W' Defl Location in Span aximum Bending Stress Ratio = 0.524 1 Maximum Shear Stress Ratio = 0.357 : 1 Section used for this span 3.5x9.25 Section used for this span 3.5x9.25 fb : Actual = 1,898.61 psi fv : Actual = 129.32 psi F13: Allowable = 3,625.00psi Fv : Allowable = 362.50 psi Load Combination +D+Lr+H Load Combination +D +Lr+H Location of maximum on span - 4.750ft Location of maximum on span = 8.737 ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection +D+Lr+H 3.325 3.325 Max Downward L +Lr +S Deflection 0.160 in Ratio= 713 1.425 Max Upward L +Lr +S Deflection 0.000 in Ratio= 0 <360 2.850 Max Downward Total Deflection 0.279 in Ratio= 407 1.425 Max Upward Total Deflection 0.000 in Ratio= 0 <180 1.425 Overall Maximum Deflections Load Combination Span Max. "" Dell Location in Span Load Combination Max. W' Defl Location in Span +D+Lr+H 1 0.2795 4.785 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 3.325 3.325 Overall MINimum 0.855 0.855 +D+H 1.425 1.425 +D+L+H 1.425 1.425 +D+Lr+H 3.325 3.325 +D +S+H 1.425 1.425 +D+0.750Lr+0.750L+H 2.850 2.850 +D+0.750L+0.750S+H 1.425 1.425 +D+0.60W+H 1-425 1.425 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Description : "Call Vertical Reactions Load Combination Support 1 Support 2 +0+0.750L+0.750Lr+0.450W+H 2.850 2.850 +D+0.750L+0.750S+0.450W+H 1.425 1.425 +0+0.750L+0.750S+0.525E+H 1.425 1.425 +0.60D+0.60W+0.60H 0.855 0.855 +0.60D+0.70E+0.60H 0.855 0.855 D Only 1.425 1.425 Lr Only 1.900 1.900 L Only S Only W Only E Only H Only Project Title: Engineer: Project Descr: Support notation : Far left is #1 Values in KIPS Project ID: Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the "Settings" menu item Project Descr: and then using the "Printing & Title Block" selection. CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7 -10 Load Combination Set: ASCE 7 -10 Material Properties Analysis Method: Allowable Stress Design Fb - Tension Load Combination ASCE 7 -10 Fb - Compr Fc - Prll Wood Species ; Truss Joist Fc - Perp Wood Grade : Parallam PSL 2.0E Fv Ft Beam Bracing Beam is Fully Braced against lateral- torsion buckling 2,900.0 psi 2,900.0 psi 2,900.0 psi 750.0 psi 290.0 psi 2,025.0 psi E : Modulus of Elasticity Ebend -xx 2,000.Oksi Eminbend - xx 1,016.54 ksi Density 32.210pcf Applied Loads' loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.020, Lr = 0.020 , Tributary Width = 1.0 ft Point Load : D = 3.075, Lr = 4.10 k (a) 10.50 ft Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection Overall Maximum Deflections = 0.7671 5.25x11.875 = 2,781.48 psi = 3,625.00psi +D +Lr+H = 10.478ft = Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.434 in Ratio= 455 0.000 in Ratio= 0 <360 0.766 in Ratio= 258 0.000 in Ratio= 0 <180 0.322 : 1 5.25x11.875 = 116.87 psi = 362.50 psi +D+Lr+H = 15.536 ft Span # 1 Load Combination Span Max."-" Defl Location in Span Load Combination Max. " +" Defl Location in Span +D+Lr+H 1 0.7659 8.852 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.939 4.896 Overall MINimum 0.770 1.273 +D+H 1.283 2.122 +D+L++i 1.283 2.122 +D+Lr+H 2.939 4.896 +D +S+H 1.283 2.122 +M.750Lr+0.750L+H 2.525 4.202 +D+0.750L+0.750S+H 1.283 2.122 Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the "Settings" menu item Project Descr: and then using the "Printing & Title Block" selection. Description : "CB2" Vertical Reactions : Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 +D+0.60W+H 7283 2.122 +D+070E+H 1.283 2.122 +D+0.750L+0.750Lr+0.450W+H 2.525 4.202 +D+0.750L+0.750S+0.450W+H 1.283 2.122 +D+0.750L+0.750S+0.525E+H 1.283 2.122. +0.60D+0.60W+0.60H 0.770 1.273 +0.60D+070E+0.60H 0.770 1.273 D Only 1.283 2.122 Lr Only 1.656 2.774 L Only S Only W Only E Only H Only Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the "Settings" menu item Project Descr: and then using the "Printing & Title Block" selection. Description : "C133" CODE REFERENCES.... . Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7 -10 Load Combination Set: ASCE 7 -10 Material Properties Analysis Method: Allowable Stress Design Fb - Tension 1,000.0 psi E: Modulus of Elasticity Load Combination ASCE 7 -10 Fb - Compr 1,000.0 psi Ebend- xx 1,700.Oksi Support notation : Far left is #1 Values in KIPS Fc - Prll 1,500.0 psi Eminbend - xx 620.0 ksi Wood Species : Douglas Fir - Larch Fc - Perp 625.0 psi Overall MINimum Wood Grade ; No.1 Fv 180.0 psi 0.563 0.563 Ft 675.0 psi Density 32.210pcf Beam Bracing : Beam is Fully Braced against lateral- torsion buckling 1.125 1.125 D 0.1 Lr 0.1 YA l u Span = 11.250 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.10, Lr = 0.10 , Tributary Width =1.0 ft Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection Overall Maximum Deflections ....... _.... _.._... 0.507. 1 4x10 760.72 psi 1,500.00 psi +D +Lr +H = 5.625ft = Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv - Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.092 in Ratio= 1461 0.000 in Ratio= 0 <360 0.185 in Ratio= 730 0.000 in Ratio= 0 <180 0.201 : 1 4x10 45.28 psi 225.00 psi +D+Lr +H 10.511 ft Span # 1 Load Combination Span Max. " " Dell Location in Span Load Combination Max. " +" Dell Location in Span +D+Lr+H 1 0.1848 5.666 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.125 1.125 Overall MINimum 0.338 0.338 +D+H 0.563 0.563 +D+L+H 0.563 0.563 +D+Lr+H 1.125 1.125 +D +S+H 0.563 0.563 +D+0.750Lr+0.750L+H 0.984 0.984 +D+0.750L+0.750S+H 0.563 0.563 +D+0.60W+H 0.563 0.563 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Description : "CB3" Project Title: Engineer: Project Descr: Project ID: / Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support2 +D+0.70E+H 0.563 0.563 +D+0.750L+0.750Lr+0.450W+H 0.984 0.984 +D+0.750L+0.750S+0.450W+H 0.563 0.563 +D+0.750L+0.750S+0.525E+H 0.563 0.563 +0.60D+0.60W+0.60H 0.338 0.338 +0.60D+0.70E+0.60H 0.338 0.338 D Only 0.563 0.563 Lr Only 0.563 0.563 L Only S Only W Only E Only H Only Title Block Line 1 Project Title: You can change this area Engineer: Project ID using the "Settings" menu item Project Descr: and then using the "Printing & Title Block" selection. Description : "RH1" CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7 -10 Ratio= 4064 0.000 in Load Combination Set : ASCE 7 -10 0 <360 0.028 in Ratio= Material Properties 0.000 in Ratio= 0 <180 Analysis Method: Allowable Stress Design Fb - Tension 1,000.0 psi E: Modulus of Elasticity Load Combination ASCE 7 -10 Fb - Compr 1,000.0 psi Ebend- xx 1,700.Oksi 0.805 Fc - Prll 1,500.0 psi Eminbend -xx 620.Oksi Wood Species : Douglas Fir - Larch Fc - Perp 625.0 psi +D +S+H Wood Grade ; No.1 Fv 180.0 psi 2.224 1.545 Ft 675.0 psi Density 32.210pcf Beam Bracing :.Beam is Fully Braced against lateral- torsion buckling plied Loads . Uniform Load : D = 0.10, Lr = 0.10 , Tributary Width =1.0 ft Point Load: D = 1.425, Lr =1.90 k (a12.0 ft Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection Overall Maximum Deflections 14X1 Span = 5.250 ft 0.5621 4x12 772.57psi 1,375.00psi +D +Lr +H = 2.012ft Span # 1 Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.016 in Ratio= 4064 0.000 in Ratio= 0 <360 0.028 in Ratio= 2271 0.000 in Ratio= 0 <180 0.406 : 1 4x12 91.41 psi 225.00 psi +D+Lr +H 0.000 ft = Span # 1 Load Combination Span Max. " " Defl Location in Span Load Combination Max. " +" Defl Location in Span +D+Lr+H 1 0.0277 2.491 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.583 1.792 Overall MINimum 0.687 0.483 +D +H 1.145 0.805 +D +L+H 1.145 0.805 +D+Lr+H 2.583 1.792 +D +S+H 1.145 0.805 +D+0.750Lr+0.750L+H 2.224 1.545 +D+0.750L+0.750S+H 1.145 0.805 Load Combination Support 1 Support 2 +D+0.60W+H 1.145 0.805 +D+0.70E+H 1.145 0.805 +D+0.750L+0.750Lr+0.450W+H 2.224 1.545 +D+0.750L+0.750S+0.450W+H 1.145 0.805 +D+0.750L+0.750S+0.525E+H 1.145 0.805 +0.60D+0.60W+0.60H 0.687 0.483 +0.60D+0.70E+0.60H 0.687 0.483 D Only 1.145 0.805 Lr Only 1.439 0.986 L Only S Only W Only E Only H Only Title Block Line 1 Project Title: You can change this area Engineer: Project ID: 13 using the "Settings" menu item Project Descr: and then using the "Printing & Title Block" selection. Description : "RH2" CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7 -10 Load Combination Set: ASCE 7 -10 Material Properties Analysis Method : Allowable Stress Design Fb - Tension Load Combination ASCE 7 -10 Fb - Compr Fc - Prll Wood Species : Douglas Fir - Larch Fc - Perp Wood Grade : No-1 Fv Ft Beam Bracing Beam is Fully Braced against lateral- torsion buckling 1,000.0 psi E: Modulus of Elasticity 1,000.0 psi Ebend- xx 1,700.Oksi 1,500.0 psi Eminbend - xx 620.Oksi 625.0 psi 180.0 psi 675.0 psi Density 32.210pcf 4XIZ Span = 6.0 ft plied Loads Uniform Load : D = 0.10, Lr = 0.10 , Tributary Width =1.0 ft Point Load : D = 1.650, Lr = 2.20 k na, 3.0 ft Service loads entered. Load Factors will be applied for calculations. -.. -.- ._._...._..-...,...:....._.. ............ : .... ................. .............:................... ...... _ ........... Maximum Bending Stress Ratio = ................:....:........ __._ ....... .......................... .......................... _ ........................ ..... ........ ............................. ............... . .............. ..... ...... .......... ............. ............ ... ... ._.... 0.788 1 Maximum Shear Stress Ratio = 0.396 : 1 Section used for this span 4x12 Section used for this span 4x12 fb : Actual 1,084.95psi fv : Actual 89.18 psi FB : Allowable 1,375.00psi Fv : Allowable 225.00 psi Load Combination +D +Lr+H Load Combination +D+Lr +H Location of maximum on span = 3.000ft Location of maximum on span = 0.000 ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection +D+L+H 1.125 1.125 Max Downward L +Lr +S Deflection 0.029 in Ratio= 2524 2,525 Max Upward L +Lr +S Deflection 0.000 in Ratio= 0 <360 1.125 Max Downward Total Deflection 0.051 in Ratio= 1413 2.175 Max Upward Total Deflection 0.000 in Ratio= 0 <180 1.125 Overall Maximum Deflections Load Combination Span Max. " " Defl Location in Span Load Combination Max. 'W Defl Location in Span +D+Lr+H 1 0.0509 3.022 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.525 2.525 Overall MINimum 0.675 0.675 +D+H 1.125 1.125 +D+L+H 1.125 1.125 +D+Lr+H 2.525 2,525 +D +S+H 1.125 1.125 +D+0.750Lr+0.750L+H 2.175 2.175 +D+0.750L+0.750S+H 1.125 1.125 Title Block Line 1 Project Title: Engineer: Project ID: —! ( You can change this area g I using the "Settings" menu item Protect Descr: and then using the "Printing & Title Block" selection. Description : "RI-12" Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 +D+0.60W+H 1.125 1.125 +D+0.70E+H 1.125 1.125 +D+0.750L+0.750Lr+0.450W+H 2.175 2.175 +D+0.750L+0.750S+0.450W+H 1.125 1.125 +D+0.750L+0.750S+0.525E+H 1.125 1.125 +0.60D+0.60W+0.60H 0.675 0.675 +C.60D+0.70E+0.60H 0.675 0.675 D Only 1.125 1.125 Lr Only 1.400 1.400 L Only S Only W Only E Only H Only Design Maps Summary Report Design Maps Summary Report User - Specified Input Report Title Building Code Reference Document Site Coordinates Site Soil Classification Risk Category Residential Remodeling Thu May 28, 2015 23:10:06 UTC ASCE 7 -10 Standard (which utilizes USGS hazard data available in 2008', 37.2974 °N, 122.03991 °W Site Class D - "Stiff Soil" I /II /III Page 1 of 2 USGS- Provided Output Ss = 2.442 g S,s = 2.442 g Sos = 1.628 g S: = 0.898 g S,,l = 1.347 g Sol = 0.898 g For information on how the SS and 51 values above have been calculated from probabilistic (risk- targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCEjk Response Spectrum 2.50 3.25 3.0(P 1.8 A 5.04 0,10 10:20 €9.40 050 0,80 1.00 1.20 11,40 1.64 1,80 3.007 Period. T (sec) 1.07 1.70 2.53 Lac v 19 0,05. ta,6$ 01.51 U4 OU.I a GX9 0.209 0.40 0,61 0.630 Loo 120 1140 1.60 1.180 2.10 Pexiodi. T (sec) Design Response Spectrum For PGAm. TL. CRS, and CRl values, please view the detailed report. http://ehp3 - earthquake. wr. usgs. gov /designmaps /us /summary.php ?template = minimal &latit... 5/28/2015 Design Maps Summary Report Page 2 of 2 Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject - matter knowledge. http: / /ehp3- earthquake .wr.usgs.gov /desigmnaps /us /summary.php ?template = minimal &latit... 5/28/2015 a SEISMIC DESIGN CRITERIA IBC2012,CBC2013, ASCE 7 -10 CHAPTER 11,12, 13 BASE SHEAR DESIGN - For'7626 N,ewastle pave; Cupertino CA (ZONErI) , Provide Site Location Long /Lat- Latitude: �s e 37 274, Longitude Z -122 03891 Soil Site Classification is refered to Table 20 -3 -1, of ASCE 7 -10 Soil Site Class: D (If no Soils Report is provided assume site class -D) Mapped Accelerations Parameters (ASCE 7 -10, Chapter 11.4) Response Spectral Acc. (0.2 sec) SS 244 20 %g !` = 2.442g Figure 22 -1 through 22 -14 Response Spectral Acc.( 1.0 sec) S, 89280 %g = 0.898g Figure 22 -1 through 22 -14 Site Coefficient Fa 1 000 Table 11.4 -1 Site Coefficient F„ = Table 11.4 -2 Max Considered Earthquake Acc. Sms = F..S. = 2.442 (11.4 -1) Max Considered Earthquake Acc. SM, = F,,.Sj = 1.347 (11.4 -2) @ 5% Damped Design SpS = 2 /3(SMS) = 1.628 (11.4 -3) Sp1 = 2 /3(SM,) = 0.898 (11.4 -4) Importance Factor and Occupancy Catergory (ASCE 7 -10, Chapter 11.5) Building Occupancy Categories II, Standard Table 1 -1 Building Importance Factor, I 1 0„ >„ (refer to Table 11.5 -1) Seismic Design Category (ASCE 7 -05, Chapter 11.6) Seismic Design Category for 0.1 sec E_ (refer to Table 11.6 -1) Seismic Design Category for 1.0 sec n E (refer to Table 11.6 -2) S1 <.75g (Occupancy Category 1 -111) E CONTROLS Section 11.6 S1 <.75g (Occupancy Category IV) F CONTROLS Section 11.6 Since Ta <.BTs (see below) SDC= E CONTROLS (w/ exception of Sec. 11.6) e Equivalent Lateral Force Procedure (ASCE 7 -10, Chapter 12.8) Approx. Fundamental period, Ta = Ct(h,)" Ct = 0.02 x = 0.75 (refer to Table 12.8 -2) Building ht. hn 15Y ft Cu= 1.4 for SD1 of 0.898g (refer to Table 12.8 -1) Ta = T = 0.152 TL = 8 Sec (refer to Table 11.4 -5) Calculated T shall not exceed <_ Cu.Ta = 0.213 Use T = 0.157 0.8Ts = 0.8(SD1 /SDS) = 0.441 SDC can be determined from Table 11.6 -1 alone Is structure Regular &:5 5 stories ? Yes (refer to section 12.8.1.3) Response Spectral Acc.( 0.2 sec) SS = 2.442g Fa = 1.00 @ 5% Damped Design SDS = 2/ %(Fa.S,) = 1.628g (11.4 -3) Response Modification Coef. R Over Strength Factor S2o,::2 5 ;, Importance factor I = 1.0 Seismic Base Shear V = CS W CS =0.250 R/I or need not to exceed, CS = SD1 = 0.88C (R /1).T or CS = SD1TL N/A T2(R /1) CS shall not be less than = 0.01 Min CS = 0.5S, /(R /1) N/A Use CS = 0.250 Net Design Base Shear "V" Cs *0.7 *1.3 Per "ASD" _ 0.228 (refer to Table- 12.2 -1) (refer to Table- 12.2 -1) (12.8 -2) For T <_ TL (12.8 -3) For T > TL (12.8 -4) (12.8 -5) For S, ? 0.6g (12.8 -6) u 1� ROOF FRAMING KEY PLAN Mm Ma-T ) DATE: 05/28/2015 SCALE: 3/32' =1' -0" I PROJECT NO.: 2015 -49 HOME REMODEL/ADD FOR: Rahmani & Associates, h— A KEY THE SHANIMA RESIDENCE DESIGN & STRUCTURAL ENGINEERING CONSULMB TA 1870 Hamilton Avenue Tel: (408) 377 -4000 C048517 7626 NEW CASTLE DR San Jose, CA 95125 Fox: (408) 377- 4001jj PLAN CUPERTINO, CA Email: mrahmaniOrahmanidmign.com 9� www.rahmanideslgn.aom �' w Q 2� H N� M O N N (0 LO O O O O O O O N N O Go N or- C) w Q O O M LO O n O CL rn N Q H O H O J J � a J J H � V W $ (0 O 00 a Q t ' LU Q V rW _ V W $ O ON W W x 00 O LL U as Q J c �w a a� a _ � LL U) _ _ _ _ v 00 o ao WU a� x J U NN(O(o OD o 6 _� H w U U LU C7 3 m -1 LL 0�V m 0 W x 00� JO W C) LL1 C) H C.) 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LL O O CF) ZOwZW(n 0 _ �5 Q a = LL U LL 00 U- = > 0 = y y O LL J O C7 UJ W Q w � m m O 22 w 0 Q Z-3 ui It 00 pvv o0 N M J O Z 0 M O O U N W U O LL W LL O LL. C7 N J U � O � v c Z p co M o 0 > Z z 3 N Cl) o � w _ > O _ C9 v, � LO = pN 00 tl1 O O N >0 J U > O LL J O 1 w -J U) w O c0) LL co) L L > O O p z Zw zw J Z W N Z W 0 Q a a a Z-3 imRahmani & Associates, Inc. Design & Structural Engineering Consultants JOB NO, SHEET NO. BY DATE