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13070203 CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 1179 STAFFORD DR CONTRACTOR-TBD-TOB PERMIT NO:13070203 TIFTFA�d7hTFF1 OWNER'S NAME: SANKAR SUBRAMANIAN j DATE ISSUED:08/27/2013 OWNER'S PHONE: 4086056594 PHONE NO: LICENSED CONTRACTOR'S DECLARATION JOB DESCRIPTION: RESIDENTIAL❑ COMMERCIALE] License Classes Lic.# S� REMODEL 95 SQ FT TO FAMILY ROOM,REMOVE SOLAR Contractor� (,�� t°.$�T14 aev�`�Date 113 SKYLIGHT ROOF,REPLACE W/REGULAR ROOF I hereby affirm that I am licensed under the provisions of Chapter 9 (commencing with Section 7000)of Division 3 of the Business&Professions Code and that my license is in full force and effect. I hereby affirm under penalty of perjury one of the following two declarations: I have and will maintain a certificate of consent to self-insure for Worker's Compensation,as provided for by Section 3700 of the Labor Code,for the performance of the work for which this permit is issued. Sq.Ft Floor Area: Valuation:$15000 ,Lhave and will maintain Worker's Compensation Insurance,as provided for by Section 3700 of the Labor Code,for the performance of the work for which this APN Number:36211023.00 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 WITHIN 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 180 DA ROM LAST CALLED INSPECTION. indemnify and keep harmless the City of Cupertino against liabilities,judgments, costs,and expenses which may accrue against said City in consequence of the granting of this permit. Additionall , e applicant understands and will comply ed (( with all non-po' ource regulatio per the Cupertino Municipal Code,Section 9.18. -ROOFS: Signature �KJ� Date All roofs shall be inspected p ' r to any roofing material being installed.If a roof is installed without first obtaining an inspection,I agree to remove all new materials for inspection. ❑ OWNER-BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for one of Signature of Applicant: Date: the following two reasons: ALL ROOF COVERINGS TO BE CLASS"A"OR BETTER I,as owner of the property,or my employees with wages as their sole compensation, will do the work,and the structure is not intended or offered for sale(Sec.7044, Business&Professions Code) I,as owner of the property,am exclusively contracting with licensed contractors to HAZARDOUS MATERIALS DISCLOSURE construct the project(Sec.7044,Business&Professions Code). I have read the hazardous materials requirements under Chapter 6.95 of the California Health&Safety Code,Sections 25505,25533,and 25534. 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 Ai ea Air Quali anagement District I performance of the work for which this permit is issued. will maintain compliance with the 'no Municip ode,Chapter 9.12 and I have and will maintain Worker's Compensation Insurance,as provided for by the Health&Safety Code,Sec' 505,25533,an 5534. t! Section 3700 of the Labor Code,for the performance of the work for which this Owner or authorized agent: � /` Date: 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 CONSTRUCTION LENDING AGENCY become subject to the Worker's Compensation provisions of the Labor Code,I must I hereby affirm that there is a construction lending agency for the performance of forthwith comply with such provisions or this permit shall be deemed revoked. work's for which this permit is issued(Sec.3097,Civ C.) Lender's Name APPLICANT CERTIFICATION Lender's Address I certify that I have.read this application and state that the above information is correct.I agree to comply with all city and county ordinances and state laws relating to building construction,and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes.(We)agree to save ARCHITECT'S DECLARATION indemnify and keep harmless the City of Cupertino against liabilities,judgments, costs,and expenses which may accrue against said City in consequence of the I understand my plans shall be used as public records. granting of this permit.Additionally,the applicant understands and will comply with all non-point source regulations per the Cupertino Municipal Code,Section Licensed Professional 9.18. Signature Date CONSTRUCTION PERMIT APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT-BUILDING DIVISION 10300 TORRE AVENUE-CUPERTINO, CA 95014-3255 cuptkTChC4 (408)777-3228-FAX(408)777-3333-building(d,)cugertino.org ❑NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION/TI ❑ REVISION/DEFERRED ORIGINAL PERMIT# PROJECT ADDRESS 7APN 6 -Z f I -9L OWNERNAMEII PHONE E-MAIL STREET ADDRESSCITY, STATE,�7_IP n�� FAX CON'TAC'T NAME ` PHONE E-MAIL STREET ADDRESS CITY,STATE,ZIP FAX o) Nwm ❑ OWNER-BUILDER ❑ OWNERAGENT ❑ CONTRACTOR ❑CONTRACTORAGENT ❑ ARCHHECT ❑ENGD;1HER ❑ DEVELOPER ❑TENANT CONTRACIORNAME S � 'SENLICENSETYPE BUS.3aLt=4t LICn COMPANY NAME E-MAIL FAX STREET ADDRESS CITYSTATE ZIP PHONE fs � ARCHITFCr/ENGINEERNAME T LICENSENUMBER } `? BUS.LIC COMPANY NAME E-MAIL FAX it`µ 6 < ' A STREET ADDRESS s CITY,STA*TE,ZIP PHONE DESCRIPTION OF WORK ^ ' ern del �! ke-ria �, . ?r G Ye Na G` r Y,1- I AUG crAv2Lee �`n j EXISTING USE PROPOSED USE CONSTR.TYPE *STORIES USE TYPE OCC. SQ.FT. VALUATION(S) EXLSTG NEW FLOOR DEMO TOTAL AREA AREA AREA NET AREA BATHROOM KITCHEN OTHER �s - REMODEL AREA REMODEL AREA REMODEL AREA PORCH AREA DECK AREA TOTAL DECK/PORCH AREA GARAGE AREA: LIDETACH ❑ATTACH n DWEL.LINGUNITS: IS A SECOND UNIT ❑YES SECOND STORY ❑YES BEING ADDED? ❑NO ADDITION? [:]NO ---� PRE-APPLICATION ❑YES IF YES,PROVIDE COPY OF IS THE BLDG AN ❑1'ES ,, , y tl li Irz ° TOTAL VALUATION: PLANNINGAPPLm ❑NO PLANNING APPROVAL LETTER EICHLERHOME? E]NO Q By my signature below,I certify to each of the following: I am the property owner or authqPiz6d agent to act on prope owner's behalf. I have read this application and the information I have rovided is correct. I h ve read the Description of Work and verify it is acc agree to comply with all applicable local ordinances and state laws relating to/ iltili onstructio . I ahorize representatives of Cupertino to enter the above-identified property for inspection purposes., JJ Signature of ApplicantlAsent: / a s &!:FDate:�//3�Z� SUPPLEMENTAL INTFORMATION REQUIRED u''!u_h�..1pi Ar�CHEGKYPE,,;ji' u'r :r,Rou�ilcsui _NTew SFD or Multifamily dwellings: Apply for demolition permit for ZO�VERT$LCOUNTER �pi� 41�� LTILDII�GiPLANREVIEW L� aE r� existing building(s). Demolition permit is required prior to issuance of buildingfi & r r11 TIP 7 � ii�41 7� permit for new building. `P� ' < ExPiii s <<�" t R�GRLANiREVIEW a l�rl�, �� I K�� I�.Kiri r�I�,�Jlr�11�r'• �{ � �� t r�.t•' _Commercial Bldgs: Provide a completed Hazardous Materials Disclosure 1� TAi:�axD;; Q rlli H 1J form if any Hazardous Materials are beim used as part of this project. Copy of Planning Approval Letter or Meeting with Planning prior to r n ' OR�llm�rr n�.s �"i1r w'jil dr l a�I S. TITARY7SEW�R`DTSTRICP L'i M�t9 submittal of Building Permit application. 5,11. u'r.V(„d iJ ”r�� I�-I}I4?i:i ' .❑ E1�'��OIQIvIEIQTAI.HEALTH' I t.w.�,_ Bldgnpp 2011.doc revised 06/21/11 CITY OF CUPERTINO FEE ESTIMATOR-BUILDING DIVISION ADDRESS: 1179 stafford dr DATE: 07/31/2013 REVIEWED BY: Mendez APN: BP#: �P��Da0_3 VALUATION: $15,000 xPERMIT TYPE: Building Permit PLAN CHECK TYPE: Addition PRIMARY PENTAMATION 1R USE: SFD or Duplex PERMIT TYPE: WORK remodel 95 sq ft to family room remove solar skylight roof, replace w/ regular roof SCOPE ,tifech.Plan Check Phwib. Plan Check ELL:.Plan Cheek ibleeh.Pe niiL Pee: Plumb.Pennit Fee: Elec, Permir Fee: Oxher'AleclL LSP. orlwr Plumb hssp, ET-t- Jrhef•Elec.Insp. lWech.Insp.Fee: Plumb. in.cp.Fee: Elec.Insp.Fee: NOTE:This estimate does not include fees due to other Departments(La Planning,Public Works,Fire,Sanitary Sewer District,School District,etc). These fees are based on the preliminary information available and are only an estimate. Contact the De t or addn'1 info. FEE ITEMS(Fee Resolution 11-053 E . 7/1/12) FEE QTY/FEE MISC ITEMS Plan Check Fee: $0.00 95 s.f. Remodel,Other Suppl.PC Fee: Q Reg. Q OT TO.0 hrs $0.00 $418.00 1REMMSOTH PME Plan Check: $0.00 Permit Fee: $0.00 Suppl.Insp.Fee:Q Reg. Q OT 0,0 hrs $0.00 _71== PME Unit Fee: $0.00 PME Permit Fee: $0.00 'T= rAd7ilill istralive Fee: Work Without Permit? 0 Yes (j) No $0.00 Advanced Planning Fee: $0.00 Select a Non-Residential E) Building or Structure 0 Travel Documentation Foes: � Strong Motion Fee: 1BSEIS1vffCR $1.50 Select an Administrative Item Bldg Stds Commission Fee: IBCBSC $1.00 SUBTOTALS: ; $2.50 $418.00 TOTAL FEE: 1 $420.50 Revised: 07/01/2013 Building Department City Of Cupertino Lo 10300 Torre Avenue Cupertino, CA 95014-3255 Telephone: 408-777-3228 C U P E 1ST 1 ® Fax: 408-777-3333 CONTRACTOR/ SUBCONTRACTOR LIST JOB ADDRESS: 117 &P 5-7PFfa^ ) 4 PERMIT# ` '3- —L- OWNER'S NAME: `} O PHONE# L- GENERAL CONTRACTOR: BUSINESS L CEN E# ��, 5Lfq ADDRESS: CITY/ZIPCODE: . - `� *Our municipal code requires all businesses working int e 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 BCONTIA_ RSAVE OBTAINED A CIT OF CUPERTINO BUSINESS LICENSE. 2-111 I a not using any subcontractors: ignature 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 Ti won ontractorSignature Date COMMUNITYPLUS V8.1 PAGE NUMBER: 1 DATE: 08/07/2013 1TRAVDOC MODULE pinrvrpt: TIME: 10:38:14 PLAN REVIEW STOP REPORT SELECTION CRITERIA: BLDG PERMIT NUMBER: 13070203 - SANKAR SUBRAMANIAN TYPE: 1R3SFDREM PARCEL ID : 36211023 . 00 PARCEL ADDRS : 1179 STAFFORD DR CUPERTINO, CA 95014 APPLY DATE : 07/31/13 ISSUE DATE C/O DATE ------------------------------------------------------------------------------- REVIEW STOP: BLDG - BUILDING DEPARTMENT REVIEW REV NO: 1 STATUS: A DATE: 08/07/13 CONT ID: REVIEW SENT BY: ArnoldH DATE: 08/07/13 DUE:08/14/13 TIME SPENT: 0 .00 REV RECEIVD BY: ARNOLD DATE: 07/31/13 SENT TO: REVIEW NOTES: 07/31/2013 REMODEL 95 SQ FT TO FAMILY ROOM, REMOVE SOLAR SKYLIGHT ROOF, REPLACE W/ REGULAR ROOF ------------------------------------------------------------------------------- f y� ,sem ` j y Fz ,«'� _ . GE V= vY1.i7 ✓:'}s. ✓� �?r_yJ 13o-I®Zpl September 18, 2013 Mr. Rob Jenkins, Architect Mr. Casey Burris, Contractor Reference: Subramanian Residence 1179 Stafford Drive, Cupertino, CA Mr. Jenkins and Mr. Burris, In response to questions raised by field or inspection personnel regarding the above- mentioned project, Redwood Engineering provides the following information: 1. Existing 4x8 ceiling beam shall be reinforced with 1-3/4" LVL sistered with 1/4'x3" SDS screws at 12" o.c. in lieu of 4x10 called for on the approv -- ^! ^s. Provide L90 clip each end to solid blocking at bearing wall. tr r I2 t-j 14 vG�t" kph-, 1_ � `�..-� / o •-t. �NbY{�,bF-{F7 TG Ir t ` -_ � :_�:�X f2 i�✓�- � �� t�,,,aa..,,€ t''S a® tl°F � £ i,�7¢�1k7^N}i_i y '' .:1; i�cr,r I Please contact me if you have any further questions. Thank You, �4 j�D w Leonard Willis, P.E. r.�u�.., r y Redwood Engineering 9 .0 -13 s C10- �P T�TFOF ckOF°¢� FRI Energy Goasuitaots.LLC C)le June 25 2013 Rob Jenkins , ; , Design Solutions 167 Montclair Drive Santa Cruz, CA 95060 RUN: The Stafford Dr Residence. Dear Rob, The above referenced project complies with the California Energy Code; Title 24, Part 2, Chapter 2-53, Climate Zone 04 requirements. Compliance is- demonstrated using Energy Pro 5 computer performance approach. Attached is a generic cross section which shows insulation levels used in the calculations and a summary of :*the appliance and window, reaui"rements used in the calculations to meet compliance. .Please read these attachments. The following energy conservation measures areused in the calculations to demonstrate compliance: Roof R-30 (minimum) Windows = U-Value 0 .58 (maximum) SHGC 0. 65 (minimum). Sliding/French Doors U-Value 0.53 (maximum) SHGC 0 . 65 (minimum) We shorn an existing 50-gallon water heater in our calculations. We show an existing forced air unit in our calculations . If there .are going to be changes to any of the items used in the calculations the change may cause this residence to be out of compliance. Values used in the reports take precedence. Call. me_ if changes are going to be made. Sincerely, Deborah M. San Luis CEDE R08-12-2133 21 North Harrison Avenue, Suite 210 • CampbeZl, CA 95008-2060 ph 4081866-1620 fax 408/866-6832 info@friconsuititt9.Com EQUIPMENT LIST AND INSULATION PLACEMENT NOTE ALTERATION FOR # 0130350 STAFFORD DR RESIDENCE 1179 STAFFORD DRIVE CUPERTINO, CA 95014 NOTE: MINIMUM HEATING AND COOLING LOAD CALCULATIONS ARE GENERATED BY THE COMPUTER PROGRAM. THERE ARE OTHER DESIGN FACTORS THAT MUST BE CONSIDERED, DUCT FLOW, COIL SIZING, OVERSIZING SAFETY MARGIN, ETC. IT IS THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR OR WHOEVER DESIGNS AND INSTALLS THE HEATING AND COOLING SYSTEM TO MAKE THE FINAL DECISION ABOUT THE SIZE OF THE EQUIPMENT TO BE INSTALLED. THE HVAC EQUIPMENT USED MUST MEET THE EFFICIENCIES SHOWN IN THE TITLE 24 CALCULATIONS. THESE ARE AS FOLLOWS: HEATING: USING EXISTING FURNACE. AIR CONDITIONING: N/A. SETBACK. THERMOSTAT: EXISTING THERMOSTAT TO REMAIN. t WHOLE HOUSE VENTILATION REQUIREMENTS: 2008 CEC RESIDENTIAL STANDARDS VENTILATION FOR THIS PROJECT NOT REQUIRED PER RULE SEC. 4. 6 EXEPTION 5 TO SECTION 152 (a) . HOT WATER HEATER: USING EXISTING WATER HEATER. FAUCETS- AND SHOWERHEADS: SHOWERHEADS AND FAUCETS MUST BE ON THE CEC APPROVAL LISTING IN ORDER TO BE INSTALLED. THIS CAN BE CHECKED THROUGH THE BUILDING DEPARTMENT ISSUING THE BUILDING PERMIT, THE CALIFORNIA ENERGY COMMISSION 916-654-4080, OR BY CALLING OUR OFFICE 408-866-1620 . INSULATION PLACEMENT: INSULATION TO BE INSTALLED MUST MEET CEC QUALITY STANDARDS. FOR GLAZING U-FACTORS AND SHGC VALUES REFER TO THE CF-1R . NOTE: ALL R—VALUES AND U—VALUES LISTED PURE MINIMUM VALUES AND CAN BE EXCEEDED. LIGHTING: PERMANENTLY INSTALLED LUMINARIES LOCATED IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY LUMINARIES OR LOW EFFICACY CONTROLLED BY A MANUAL ON AUTOMATIC OFF OCCUPANT SENSOR (S) CERTIFIED TO COMPLY WITH SECTION 119 (D) PERMANENTLY INSTALLED LUMINARIES LOCATED IN ROOMS OTHER THAN IN KITCHENS, BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY LUMINARIES (EXCEPT CLOSETS LESS THAN 70 FT) OR LOW EFFICACY BULBS CONTROLLED BY A DIMMER SWITCH OR BY AN MANUAL ON AUTOMATIC OFF OCCUPANT SENSOR THAT COMPLIES WITH SECTION 119 (d) . a HIGH EFFICACY LUMINARIES OTHER THAN OUTDOOR HID: CONTAIN ONLY HIGH EFFICACY LAMPS AS OUTLINED IN TABLE 150-C, AND DO NOT CONTAIN A MEDIUM SCREW BASE SOCKET (E24/E26) . BALLAST FOR LAMPS 13 WATTS OR GREATER ARE ELECTRONIC AND HAVE AN' OUTPUT FREQUENCY NO LESS THAN 20 kHz LUMINARIES THAT ARE RECESSED INTO INSULATED CEILINGS MUST BE APPROVED FOR ZERO CLEARANCE INSULATION COVER (IC) AND ARE CERTIFIED TO ASTM E283 AND LABELED AS AIR TIGHT (AT) TO LESS THAN 2 . 0 CFM AT 75 PASCALS Lamp Power Rating for Non-LED Lighting Minimum Lamp Efficacy for Non-LED (see Note 1), or System Power Rating for LED Lighting, or Minimum System Efficacy for Lighting(see Notes 2, 3, and 4) LED Lighting 5 watts or less 30 lumens per watt over 5 watts to 15 watts 40 lumens per watt over 15 watts to 40 watts 50 lumens per watt over 40 watts 60 lumens per watt Notes: 1. Determine minimum lamp efficacy category for lighting systems which are not LED using the initial rated lumens divided by the rated watts of the lamp (not including the ballast). 2. To'qualify as high efficacy, an LED luminaire shall meet the minimum system efficacy requirements in Table 150-C when determined according to Reference Joint Appendix JA8, and be certified to comply with Section 119(m), and input power shall be determined according to Section 130(d)5. 3. For a Hybrid LED Luminaire to qualify as a high efficacy luminaire, all lighting systems in the luminaire shall qualify as high efficacy according to Section 150(k)1, and the LED Light Engine with Integral Heat Sink shall comply with Note 4, below. 4. To qualify as high efficacy, an LED Light Engine with Integral Heat Sink shall meet the minimum system efficacy requirements in Table 150-C when determined according to Reference Joint Appendix JA8, shall be certified to comply with Section 119(m), and input power shall be determined according to Section 130(d)5. i. WHEN IN DOUBT ABOUT MEETING THIS REQUIREMENT CALL FRI ENERGY CONSULTANTS, 408-866-1620 . ALL FLUORESCENT BALLAST MUST BE APPROVED BY THE CEC, THIS CAN BE CHECKED THROUGH THE BUILDING DEPARTMENT ISSUING THE BUILDING PERMIT, THE CALIFORNIA ENERGY COMMISSION 916-324-3376, OR BY CALLING OUR OFFICE 408-866-1620 . ALL REFRIGERATORS, REFRIGERATOR-FREEZERS AND FREEZERS MUST BE ON THE CEC APPROVAL LIST THIS CAN BE CHECKED THROUGH THE BUILDING DEPARTMENT ISSUING THE BUILDING PERMIT, THE CALIFORNIA ENERGY COMMISSION 916-324-3376, OR BY CALLING OUR OFFICE 408-866-1620 . 14, Afl1C ,PP'c T .�� `/AIF0OF 'hl/NFT af1�" VAL!1.11 1 FOOF W11 JJ 51FACF, LIVit 6 5FACE 6u.>01/� GA>Aa4 1 Y ICAL 5, cl/Thl 5EMMON WALf ! ;, �:v --- �, CrAWL 5FAC� IH511ATIC-41 ALTERATION FOR #0130350 STAFFORD DR RESIDENCE 1179 STAFFORD DRIVE CUPERTINO, CA 95014 i THESE ARE MINIMUM INSULATION LEVELS FOR THE ADDITION/ALTERATION ONLY. APPLIC. R-VALUE. INSUL. TYPE 1 . TYPICAL FLAT CEILING TYP R-30 INSULATION, BATT OR RIGID 2 . VAULTED ROOF W/ATTIC N/A INSULATION, BATT OR RIGID 3 . VAULTED ROOF NO ATTIC N/A INSULATION, BATT OR RIGID 4 . EXTERIOR WALL N/A INSULATION, BATT OR RIGID 5 . SEPARATION WALL N/A INSULATION, BATT OR RIGID 6. WALL BACKING INTO ATTIC N/A INSULATION, BATT OR RIGID 7 . CRAWL SPACE FLOOR N/A INSULATION, BATT OR RIGID 8 . FLOOR ABOVE GARAGE N/A INSULATION, BATT OR RIGID 9 . SLAB EDGE INSULATION'S N/A SEE NOTE BELOW 10 . BUILT UP ROOF N/A 11 . CANTILEVERED FLOOR N/A INSULATION, BATT OR RIGID U-VALUE SHGC 12 . GLAZING TYP 0 .58 0 . 65 DOUBLE NON-METAL OR BETTER FRENCH DOORS TYP 0 .53 0 . 65 DOUBLE NON-METAL OR BETTER SLIDING GLASS DOORS N/A DOUBLE NON-METAL OR BETTER 13 . SKYLIGHTS N/A DOUBLE NON-METAL,OR BETTER 14 . HEATING & COOLING DUCTS MINIMUM INSL. R-VALUE 4.2 I THE MINIMUM DEPTH OF CONCRETE-SLAB FLOOR PERIMETER INSULATION SHALL BE 16 INCHES OR THE DEPTH OF THE FOOTING OF THE BUILDING, WHICHEVER IS LESS. NOTE: THIS CROSS SECTION IS USED ONLY FOR DIAGRAMMATIC PURPOSES AND IS NOT A TRUE CROSS SECTION OF THIS PROJECT. SUPPLEMANTAL STRUCTURAL CALCULATIONS FOR SUBRAMANIAN RESIDENCE REMODEL 1179 STAFFORD DRIVE CUPERTINO, CA GI E 0'1 �TgrE 0 F C��-��® JULY 23,,2013 JOB# 1330 E N C-7 ( N F E FZ ( N G S h S -7 1 6—A SOQUSL AVFENLJE,SANTA Ci�UZ,GA_ (8a i) 4�6-8446+ aj � REDWOOD ENGINEERING Project Title: SUBRAMANIAN REMODEL LEONARD WILLIS P.E. Engineer: LW Proiect ID: 1330 716-A SOQUEL AVENUE Project Descr: SANTA CRUZ,CA 95062 Printed:5 JUL 2013,4:08PM File=c:11 p11330SU-1.EC6 Project Information ENERCALC,INC.1983-2013,Build:6.13.5.31,Ver.6.13.5.31 Project Title :SUBRAMANIAN REMODEL Description I.D. : 1330 Address : , , Project Leader : LW Phone Fax : eMail Project Notes T DL- C) AV REDWOOD ENGINEERING Project Title: SUBRAMANIAN REMODEL LEONARD WILLIS P.E. Engineer. LW Proiect ID: 1330 716-A SOQUEL AVENUE Project Descr: SANTA CRUZ,CA 95062 2- Printed: Printed:24JUL 2013,2:21 PM File=C:\lp2Ol39J-1\9JENKJ-1\1330SU-1.EC6 Wood Beam ENERCALC,INC.1983-2013,Build:6.13.5.31,Ver.6.13.5.31 Lic.#:KW-06005099 Licensee:REDWOOD ENGINEERING Description: RB3-EVALUATE EXISTING FLUSH CEILING BEAM FOR ADDED LOAD FROM NEW ROOF EXTENSION PLUS EXISTING FRAMING CODE REFERENCES Calculations per NDS 2005, IBC 2006, CBC 2007,ASCE 7-05 Load Combination Set:ASCE 7-02 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 1,000.0 psi E:Modulus of Elasticity Load Combination ASCE 7-02 Fb-Compr 1,000.0 psi Ebend-xx 1,700.0 ksi Fc-Prll 1,500.0 psi Eminbend-xx 620.0 ksi Wood Species : Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade :No.1 Fv 180.0 psi Ft 675.0 psi Density 32.210 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D(0.192) Lr(0.24) �i '; Iilil �I 4x10 Span = 10.50 ft Applied Loads _ Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.1920, Lr=0.240, Tributary Width=1.0 ft,(ROOF; DESIGN SUMMARY '' • Maximum Bending Stress Ratio = 0.9541 Maximum Shear Stress Ratio = 0.399 : 1 Section used for this span 4x10 Section used for this span 4x10 fb:Actual = 1,431.37 psi fv:Actual 89.74 psi F`13:Allowable 1,500.00psi Fv:Allowable 225.00 psi Load Combination +D+Lr+H Load Combination +D+Lr+H Location of maximum on span = 5.250ft Location of maximum on span = 0.000ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.168 in Ratio= 748 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.303 in Ratio= 416 Max Upward Total Deflection 0.000 in Ratio= 0<240 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C i C r C m C t C L M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length=10.50 ft 1 0.589 0.246 0.90 1.20 1.00 1.00 1.00 1.00 1.00 2.65 636.17 1080.00 0.86 39.88 162.00 +D+L+H 1.20 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.50 ft 1 0.530 0.222 1.00 1.20 1.00 1.00 1.00 1.00 1.00 2.65 636.17 1200.00 0.86 39.88 180.00 +D+Lr+H 1.20 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.50 ft 1 0.954 0.399 1.25 1.20 1.00 1.00 1.00 1.00 1.00 5.95 1,431.37 1500.00 1.94 89.74 225.00 +D+S+H 1.20 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.50 ft 1 0.461 0.193 1.15 1.20 1.00 1.00 1.00 1.00 1.00 2.65 636.17 1380.00 0.86 39.88 207.00 +D+0.750Lr+0.750L+H 1.20 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.50 ft 1 0.822 0.343 1.25 1.20 1.00 1.00 1.00 1.00 1.00 5.13 1,232.57 1500.00 1.67 77.28 225.00 +D+0.750L+0.750S+H 1.20 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.50 ft 1 0.461 0.193 1.15 1.20 1.00 1.00 1.00 1,00 1.00 2.65 636.17 1380.00 0.86 39.88 207.00 REDWOOD ENGINEERING Project Title: SUBRAMANIAN REMODEL LEONARD WILLIS P.E. Engineer: LW Proiect ID: 1330 716-A SOQUEL AVENUE Project Descr: SANTA CRUZ,CA 95062 3 Pnnted:24JUL2013,2:21PM File=C:\1p\20139J-1\9JENK-1\1330SU-1.EC6 Wood Beam ENERCALC,INC.1963-2013,Build:6.13.5.31,Ver.6.13.5.31 REDWOOD ENGINEERING Description: RB3-EVALUATE EXISTING FLUSH CEILING BEAM FOR ADDED LOAD FROM NEW ROOF EXTENSION PLUS EXISTING FRAMING Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C i C r C m C t C L M fb F'b V fv Pv +D+W+H 1.20 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.50 ft 1 0.331 0.138 1.60 1.20 1.00 1.00 1.00 1.00 1.00 2.65 636.17 1920.00 0.86 39.88 288.00 +D+0.70E+H 1.20 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.50 ft 1 0.331 0.138 1.60 1.20 1.00 1.00 1.00 1.00 1.00 2.65 636.17 1920.00 0.86 39.88 288.00 +D+0.750Lr+0.750L+0.750W+H 1.20 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.50 ft 1 0.642 0.268 1.60 1.20 1.00 1.00 1.00 1.00 1.00 5.13 1,232.57 1920.00 1.67 77.28 288.00 +D+0.750Lr+0.750L+0.5250E+H 1.20 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.50 ft 1 0.642 0.268 1.60 1.20 1.00 1.00 1.00 1.00 1.00 5.13 1,232.57 1920.00 1.67 77.28 288.00 +D+0.750L+0.750S+0.750W+H 1.20 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.50 ft 1 0.331 0.138 1.60 1.20 1.00 1.00 1.00 1.00 1.00 2.65 636.17 1920.00 0.86 39.88 288.00 +D+0.750L+0.750S+0.5250E+H 1.20 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.50 ft 1 0.331 0.138 1.60 1.20 1.00 1.00 1.00 1.00 1.00 2.65 636.17 1920.00 0.86 39.88 288.00 +0.60D+W+H 1.20 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.50 ft 1 0.199 0.083 1.60 1.20 1.00 1.00 1.00 1.00 1.00 1.59 381.70 1920.00 0.52 23.93 288.00 +0.60D+0.70E+H 1.20 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.50 ft 1 0.199 0.083 1.60 1.20 1.00 1.00 1.00 1.00 1.00 1.59 381.70 1920.00 0.52 23.93 288.00 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span D+Lr 1 0.3028 5.288 0.0000 0.000 Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.268 2.268 D Only 1.008 1.008 Lr Only 1.260 1.260 D+Lr 2.268 2.268 REDWOOD ENGINEERING Project Title: SUBRAMANIAN REMODEL LEONARD WILLIS P.E. Engineer: LW Proiect ID: 1330 716-A SOQUEL AVENUE Project Descr: SANTA CRUZ,CA 95062 t Printed:24 JUL 2013,2 26PM Wood Beam File=C:11p\20139J-119JENKI-�111330SU-1.EC6 ENERCALC,INC.1983-2013,Build:6.13.5.31,Ver.6.13.5.31 Lic.#:KW-06005099 Licensee: REDWOOD ENGINEERING Description: RB4-NEW FLUSH CEILING BEAM AT KITCHEN CODE REFERENCES Calculations per NDS 2005, IBC 2006, CBC 2007,ASCE 7-05 Load Combination Set:ASCE 7-02 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 1,000.0 psi E:Modulus of Elasticity Load Combination ASCE 7-02 Fb-Compr 1,000.0 psi Ebend-xx 1,700.0 ksi Fc-PrII 1,500.0 psi Eminbend-xx 620.0 ksi Wood Species : Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade :No.1 Fv 180.0 psi Ft 675.0 psi Density 32.210 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D(1) Lr(1.2) D(1) Lr(1.2) D 0.09 777 ! �! 01, 4x12 Span = 12.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.090, Tributary Width=1.0 ft,(CEILING FRAMING; Point Load: D=1.0, Lr=1.20 k 0 8.250 ft,(RIDGE BEAM; Point Load: D=1.0, Lr=1.20 k P 1.50 ft,(RB3) DESIGN SUMMARY • • Maximum Bending Stress Ratio = 0.957. 1 Maximum Shear Stress Ratio = 0.520 : 1 Section used for this span 4x12 Section used for this span 4x12 fb:Actual = 1,315.25 psi fv:Actual 116.94 psi FB:Allowable = 1,375.00 psi Fv:Allowable 225.00 psi Load Combination +D+Lr+H Load Combination +D+Lr+H Location of maximum on span = 8.234ft Location of maximum on span = 0.000 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.126 in Ratio= 1143 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.291 in Ratio= 495 Max Upward Total Deflection 0.000 in Ratio= 0<180 - - Maximum Forces S Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C i Cr C m C t C L M fb Fb V N Fv D Only 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.729 0.387 0.90 1.10 1.00 1.00 1.00 1.00 1.00 4.44 721.72 990.00 1.64 62.66 162.00 +D+L+H 1.10 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.656 0.348 1.00 1.10 1.00 1.00 1.00 1.00 1.00 4.44 721.72 1100.00 1.64 62.66 180.00 +D+Lr+H 1.10 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.957 0.520 1.25 1.10 1.00 1.00 1.00 1.00 1.00 8.09 1,315.25 1375.00 3.07 116.94 225.00 +D+S+H 1.10 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.571 0.303 1.15 1.10 1.00 1.00 1.00 1.00 1.00 4.44 721.72 1265.00 1.64 62.66 207.00 +D+0.750Lr+0.750L+H 1.10 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.849 0.459 1.25 1.10 1.00 1.00 1.00 1.00 1.00 7.18 1,166.83 1375.00 2.71 103.37 225.00 REDWOOD ENGINEERING Project Title: SUBRAMANIAN REMODEL LEONARD WILLIS P.E. Engineer: LW Proiect ID: 1330 716-A SOQUEL AVENUE Project Descr: SANTA CRUZ,CA 95062 Pnnted:24JUL 2013,2:28PM File=C:\1p\20139J-1\9JENKl-1\1330SU-1.EC6 Wood Be= ENERCALC,INC.1983-2013,Build:6.13.5.31,Ver.6.13.5.31 Description: RB4-NEW FLUSH CEILING BEAM AT KITCHEN Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C i C r C m C t CL M fb F'b V fv F'v +D+0.750L+0.750S+H 1.10 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.571 0.303 1.15 1.10 1.00 1.00 1.00 1.00 1.00 4.44 721.72 1265.00 1.64 62.66 207.00 +D+W+H 1.10 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.410 0.218 1.60 1.10 1.00 1.00 1.00 1.00 1.00 4.44 721.72 1760.00 1.64 62.66 288.00 +D+0.70E+H 1.10 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.410 0.218 1.60 1.10 1.00 1.00 1.00 1.00 1.00 4.44 721.72 1760.00 1.64 62.66 288.00 +D+0.750Lr+0.750L+0.750W+H 1.10 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.663 0.359 1.60 1.10 1.00 1.00 1.00 1.00 1.00 7.18 1,166.83 1760.00 2.71 103.37 288.00 +D+0.750Lr+0.750L+0.5250E+H 1.10 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.663 0.359 1.60 1.10 1.00 1.00 1.00 1.00 1.00 7.18 1,166.83 1760.00 2.71 103.37 288.00 +D+0.750L+0.750S+0.750W+H 1.10 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.410 0.218 1.60 1.10 1.00 1.00 1.00 1.00 1.00 4.44 721.72 1760.00 1.64 62.66 288.00 +D+0.750L+0.750S+0.5250E+H 1.10 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.410 0.218 1.60 1.10 1.00 1.00 1.00 1.00 1.00 4.44 721.72 1760.00 1.64 62.66 288.00 +0.60D+W+H 1.10 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.246 0.131 1.60 1.10 1.00 1.00 1.00 1.00 1.00 2.66 433.03 1760.00 0.99 37.59 288.00 +0.60D+0.70E+H 1.10 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.0 ft 1 0.246 0.131 1.60 1.10 1.00 1.00 1.00 1.00 1.00 2.66 433.03 1760.00 0.99 37.59 288.00 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span D+Lr 1 0.2906 6.131 0.0000 0.000 Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 3.153 2.328 D Only 1.728 1.353 Lr Only 1.425 0.975 D+Lr 3.153 2.328 Payment Submitted Page 1 of 1 Payment Submitted * Regional Office Greater Bay Area 1930265 * Field Services Office NG - SAN JOSE DEREK VAN ALSTINE RESIDENTIAL * Anniversary Rating Date --- DESI 716 SOQUEL AVE STE A,SANTA CRUZ, CA* These fields contain data from the most recently active policy. 95062 Payment Submitted Your payment of$255.25 was processed and approved. Payment Receipt Payment Amount processed $255.25 Bill Date 07-16-2013 Payment Effective Date 07-24-2013 Submission Time 07-24-2013 02.55.26 PM State Fund Confirmation # 2311630 ClearTran Transaction ID 187141 (CC) StateFund Payment Confirmation sent Susan@vanaIstine.com to SM M�M Copyright @ 2000-2013 State Compensation Insurance Fund. Legal Notice &California Privacy Policy https://epfsfo.scif.com/control.j sp?MjlyMTptb2RIOj Q%3 D=ODU INzE6ZXBheXJvbGwu... 7/24/2013 r . dr ALTERATION FOR STAFFORD DR RESIDENCE 1179 STAFFORD DRIVE CUPERTINO, CA 95014 TITLE 24 ENERGY REPORT FRI ENERGY CONSULTANTS, LLC TITLE 24 ENERGY CONSULTANTS 21 N. HARRISONAVE. CAMPBELL, CA. 95006 406-666-1620 FAX: 408-866-6832 EMAIL: info@friconsulting.com /Wit- BUILDING ENERGY ANALYSIS REPORT PROJECT: Stafford Drive Residence 1179 Stafford Drive Cupertino , CA 95014 Project Designer: Design Solutions 167 Montclair Drive Santa Cruz, CA 95060 831-461-1953 Report Prepared by: Deborah San Luis R08-12-2133 FRI Energy Consultants, LLC 21 N. Harrison Ave. Suite 210 Campbell, CA 95008 408-866-1620 Job Number: 0130350 Date: 6/25/2013 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report.This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft,LLC—www.energysoft.com. EnergyPro 5.1 by EnergySoft User Number.-1315 Run Code:2013-06-25T09:13:39 ID:0130350 EQUIPMENT LIST AND INSULATION PLACEMENT NOTE ALTERATION FOR #0130350 STAFFORD DR RESIDENCE 1179 STAFFORD DRIVE CUPERTINO, CA 95014 NOTE: MINIMUM HEATING AND COOLING LOAD CALCULATIONS ARE GENERATED BY THE COMPUTER PROGRAM. THERE ARE OTHER DESIGN FACTORS THAT MUST BE CONSIDERED, DUCT FLOW, COIL SIZING, OVERSIZING SAFETY MARGIN, ETC. IT IS THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR OR WHOEVER DESIGNS AND INSTALLS THE HEATING AND COOLING SYSTEM TO MAKE THE FINAL DECISION ABOUT THE SIZE OF THE EQUIPMENT TO BE INSTALLED. THE HVAC EQUIPMENT USED MUST MEET THE EFFICIENCIES SHOWN IN THE TITLE 24 CALCULATIONS. THESE ARE AS FOLLOWS: HEATING: USING EXISTING FURNACE. AIR CONDITIONING: N/A. SETBACK', THERMOSTAT: EXISTING THERMOSTAT TO REMAIN. WHOLE HOUSE VENTILATION REQUIREMENTS: 2008 CEC RESIDENTIAL STANDARDS VENTILATION FOR THIS PROJECT NOT REQUIRED PER RULE SEC. 4. 6 EXEPTION 5 TO SECTION 152 (a) . HOT WATER HEATER: USING EXISTING WATER HEATER. FAUCETS AND SHOWERHEADS: SHOWERHEADS AND FAUCETS MUST BE ON THE CEC APPROVAL LISTING IN ORDER TO BE INSTALLED. THIS CAN BE CHECKED THROUGH THE BUILDING DEPARTMENT ISSUING THE BUILDING PERMIT, THE CALIFORNIA ENERGY COMMISSION 916-654-4080, OR BY CALLING OUR OFFICE 408-866-1620 . INSULATION PLACEMENT: INSULATION TO BE INSTALLED MUST MEET CEC QUALITY STANDARDS. FOR GLAZING U-FACTORS AND SHGC VALUES REFER TO THE CF-1R NOTE: ALL R-VALVES AND U-VALUES LISTED ARE MINIMUM VALUES AND CAN BE EXCEEDED. LIGHTING: PERMANENTLY INSTALLED LUMINARIES LOCATED IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY LUMINARIES OR LOW EFFICACY CONTROLLED BY A MANUAL ON AUTOMATIC OFF OCCUPANT SENSOR(S) CERTIFIED TO COMPLY WITH SECTION 119 (D) PERMANENTLY INSTALLED LUMINARIES LOCATED IN ROOMS OTHER THAN IN KITCHENS, BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY LUMINARIES (EXCEPT CLOSETS LESS THAN 70 FT) OR LOW EFFICACY BULBS CONTROLLED BY A DIMMER SWITCH OR BY AN MANUAL ON AUTOMATIC OFF OCCUPANT SENSOR THAT COMPLIES WITH SECTION 119 (d) . 1 HIGH EFFICACY LUMINARIES OTHER THAN OUTDOOR HID: CONTAIN ONLY HIGH EFFICACY LAMPS AS OUTLINED IN TABLE 150-C, AND DO NOT CONTAIN A MEDIUM SCREW BASE SOCKET ' (E24/E26) . BALLAST FOR LAMPS 13 WATTS OR GREATER ARE ELECTRONIC AND HAVE AN OUTPUT FREQUENCY NO LESS THAN 20 kHz LUMINARIES THAT ARE RECESSED INTO INSULATED CEILINGS MUST BE APPROVED FOR ZERO CLEARANCE INSULATION COVER (IC) AND ARE CERTIFIED TO ASTM E283 AND LABELED AS AIR TIGHT (AT) TO LESS THAN 2. 0 CFM AT 75 PASCALS Lamp Power Rating for Non-LED Lighting Minimum Lamp Efficacy for Non-LED (see Note 1), or System Power Rating for LED Lighting, or Minimum System Efficacy for Lighting(see Notes 2, 3, and 4) LED Li hting 5 watts or less 30 lumens per watt over 5 watts to 15 watts 40 lumens per watt over 15 watts to 40 watts 50 lumens per watt over 40 watts 60 lumens per watt Notes: 1. Determine minimum lamp efficacy category for lighting systems which are not LED using the initial rated lumens divided by the rated watts of the lamp (not including the ballast). 2. To qualify as high efficacy, an LED luminaire shall meet the minimum system efficacy requirements in Table 150-C when determined according to Reference Joint Appendix JAB, and be certified to comply with Section 119(m), and input power shall be determined according to Section 130(d)5. 3. For.a Hybrid LED Luminaire to qualify as a high efficacy luminaire, all lighting systems in the luminaire shall qualify as high efficacy according to Section 150(k)1, and the LED Light Engine with Integral Heat Sink shall comply with Note 4,below. 4. To'qualify as high efficacy, an LED Light Engine with Integral Heat Sink shall meet the minimum system efficacy requirements in Table 150-C when determined according to Reference Joint Appendix JA8, shall be certified to comply with Section I I9(m), and input ower shall be determined according to Section 130(d)5. WHEN IN.' DOUBT ABOUT MEETING THIS REQUIREMENT CALL FRI ENERGY CONSULTANTS, 408-866-1620. ALL FLUORESCENT BALLAST MUST BE APPROVED BY THE CEC, THIS CAN BE CHECKED THROUGH THE BUILDING DEPARTMENT ISSUING THE BUILDING PERMIT, THE CALIFORNIA ENERGY COMMISSION 916-324-3376, OR BY CALLING OUR OFFICE 408-866=1620 . ALL REFRIGERATORS, REFRIGERATOR-FREEZERS AND FREEZERS MUST BE ON THE CEC APPROVAL LIST THIS CAN BE CHECKED THROUGH THE BUILDING DEPARTMENT ISSUING THE BUILDING PERMIT, THE CALIFORNIA ENERGY COMMISSION 916-324-3376, OR BY CALLING" OUR OFFICE 408-866-1620. 1,fYR FLAB"CMiH(6 14. P,lic j AlTIC 7,rhT '2'.VATTE P POOF' W1 AI'll". 1#411-TEP F.CAX HW,16 5,FA(_T ---------------------------- jLJ LIVIN6 SPACE 5, ME,VC AIS 6A[W. Tyricx. t"IMMiF 5FrPRAll0N WALL }, T WAll, CPAX 5FACF i IN511-Afl0t-] ALTERATION FOR #0130350 STAFFORD DR RESIDENCE 1179 STAFFORD DRIVE CUPERTINO, CA 95014 THESE ARE MINIMUM INSULATION LEVELS FOR THE ADDITION/ALTERATION ONLY. APPLIC. R-VALUE. INSUL. TYPE 1. TYPICAL FLAT CEILING TYP R-30 INSULATION, BATT OR RIGID 2 . VAULTED ROOF W/ATTIC N/A INSULATION, BATT OR RIGID 3. VAULTED ROOF NO ATTIC N/A INSULATION, BATT OR RIGID- 4. EXTERIOR WALL N/A INSULATION, BATT OR RIGID 5. SEPARATION WALL N/A INSULATION, BATT OR RIGID 6. WALL BACKING INTO ATTIC N/A INSULATION, BATT OR RIGID 7 . CRAWL SPACE FLOOR N/A INSULATION, BATT OR RIGID 8. FLOOR ABOVE GARAGE N/A INSULATION, BATT OR RIGID 9. SLAB EDGE INSULATION' N/A SEE NOTE BELOW 10 . BUILT UP ROOF N/A 11. CANTILEVERED FLOOR N/A INSULATION, BATT OR RIGID U-VALUE SHGC 12. GLAZING TYP 0.58 0. 65 DOUBLE NON-METAL OR BETTER FRENCH DOORS TYP 0.53 0.65 DOUBLE NON-METAL OR BETTER SLIDING GLASS DOORS N/A DOUBLE NON-METAL OR BETTER 13. SKYLIGHTS N/A DOUBLE NON-METAL,OR BETTER 114 . HEATING & COOLING DUCTS MINIMUM INSL. R-VALUE 4.2 a THE MINIMUM DEPTH OF CONCRETE-SLAB FLOOR PERIMETER INSULATION SHALL BE 16 INCHES OR THE DEPTH OF THE FOOTING OF THE BUILDING, WHICH= IS LESS. NOTE: THIS CROSS SECTION IS USED ONLY FOR DIAGRAMMATIC . PURPOSES AND IS NOT A TRUE CROSS SECTION OF THIS PROJECT. ---------- TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF-1 R Certificate of Compliance 3 Form MF-1 R Mandatory Measures Summary 9 HVAC System Heating and Cooling Loads Summary _ 12 EnergyPro 5.1 by EnergySoft Jab Number. ID:0130350 User Number:1315 PERFORMANCE CERTIFICATE: Residential Part 1 of 5) CF-1 R Project Name Building Type m Single Family ❑Addition Alone Date Stafford Drive Residence ❑Multi Family ® Existing+Addition/Alteration 6/25/2013 Project Address California Energy Climate Zone Total Cond.Floor Area Addition #of Stories 1179 Stafford Drive Cupertino CA Climate Zone 04 2,376 0 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes El No HERS Measures -- If Yes, A CF-4R must be provided per Part 2 of 5 of this form. ❑ Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Area Special Construction Type Cavity (ft) Features (see Part 2 of 5) Status Floor Wood Framed w/Crawl Space None 2,376 Existing Wall Wood Framed None 1,492 Existing Door Opaque Door None 20 Existing Roof Wood Framed Attic R-19 2,178 Existing Roof Wood Framed Attic R-30 198 Altered FENESTRATION U- Exterior Orientation Area(ft) Factor SHGC Overhang Sidefins Shades Status Front(E) 71.4 0.580 0.65 none none Bug Screen Existing Left(S) 80.3 0.580 0.65 none none Bug Screen Existing Rear(Kq 116.8 0.580 0.65 none none Bug Screen Existing Rear(lAq 33.5 0.530 0.65 none none Bug.Screen Existing Right(N) 62.2 0.580 0.65 none none Bug Screen Existing Right(N)', 33.5 0.530 0.65 none none Bug Screen Existing Right(N) 36.6 0.580 0.65 none none Bug Screen Removed Right(N) 20.0 0.580 0.65 none none Bug Screen New Right(N) 18.0 0.530 0.65 none none Bug Screen New HVAC SYSTEMS Qty. .Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 78%AFUE No Cooling 13.0 SEER Setback Existing HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status HVAC System Ducted Ducted Attic,Ceiling Ins,vented 4.2 Existing WATER HEATING Qty. Type Gallons Min. Eff Distribution Status Energ Pro 5.1 by EnergySoft User Number. 1315 RunCode:2013-06-25T09:13:39 ID:0130350 Page 3 of 12 PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF-1 R Project game Building Type ®Single Family ❑Addition Alone Date Stafford Drive Residence ❑Multi Family m Existing+Addition/Alteration 6/25/2013 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 s ecial justification and documentation submitted. The HVAC System 78%AFUE does not include a cooling system,field verification is not necessary. HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a com feted CF-4R form for each of the measures listed below for final to be given. Ener Pro 5.1 by Ener Soft User Number.1315 RunCode:2013-06-25T09:13:39 ID:0130350 Page 4 of 12 PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF-1 R Project Name Building Type m Single Family ❑Addition Alone Date Stafford Drive Residence ❑Multi Family m Existing+Addition/Alteration 6/25/2013 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/ft2- r Space Heating 59.53 59.50 0.03 Space Cooling 35.77 34.62 1.15 Fans 15.80 15.51 0.29 Domestic Hot Water 17.72 17.72 0.00 Pumps 0.00 0.00 0.00 Totals 128.82 127.35 1.47 Percent Better Than Standard: 1.1 BUILDING COMPLIES - NO HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: (E)90 deg Ext.Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (E) 280 71 Fuel Available at Site: Natural Gas (S) 608 80 Raised�Floor Area: 2,376 (►M 424 150 Slab on Grade Area: 0 (N) 636 134 Average Ceiling Height: 8.0 Roof 2,376 0 Fenestration Average U-Factor: 0.57 TOTAL: 436 Average SHGC: 0.65 Fenestration/CFA Ratio: 18.3 REMARKS STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comp)y.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 FRI Energy Consultants,LLC 13 Address; 21 N.Harrison Ave.Suite 210 Name Deborah San Luis R08-12--2133 City/Statkip Campbell,CA 95008 Phone 408-866-1620 Si ned 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 Design Solutions Address 167 Montclair Drive Name City/State/Zip Santa Cruz,CA 95060 Phone 831-461-1953 Signed Licens # Date EnerayPrp 5.1 by Ener Soft User Number. 1315 RunCode:2013-06-25T09:13:39 ID:0130350 Pape 5 of 12 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF-1 R Project Name Building Type m Single Family ❑Addition Alone Date Stafford Drive Residence ❑Multi Family 10 Existing+Addition/Alteration 1612512013 OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Floor 2,376 0.097 None 0 180 Existing 4.4.1 Al 1STFloor Wall 189 0.356 None 90 90 Existing 4.3.1-A1 1 ST Floor Door 20 0.500 None 90 90 Existing 4.5.1 A4 1 ST Floor Wall 528 0.356 None 180 90 Existing 4.3.1-A1 1 ST Floor Wall 274 0.356 None 2701 90 Existing 4.3.1-A1 1 ST Floor Wall 478 0.356 None 0 90 Existing 4.3.1-A1 1ST Floor Roof 2,178 0.048 R-19 180 18 Existing 4.2.1-A16 1ST Floor Roof 198 0.031 R-30 180 18 Altered 4.2.1-A20(E=4.2.2-A1"IST Floor Wall 24 0.356 None 45 90 Existing 4.3.1 Al 1ST Floor FENESTRATION SURFACE DETAILS ID Type Area U-Factor SHGC Azm Status Glazing Type Location/Comments 1 Window 17.4 0.580 Default 0.65 Default 90 Existing Double Non Metal Clear IST Floor 2 Window 54.0 0.580 Default 0.65 Default 90 Existing Double Non Metal Clear IST Floor 3 Window 16.0 0.580 Default 0.65 Default 180 Existing Double Non Metal Clear 1ST Floor 4 Window 27.8 0.580 Default 0.65 Default 180 Existing Double Non Metal.Clear 1ST Floor 5 Wl'ndow 18.0 0.580 Default 0.65 Default 180 Existing Double Non Metal Clear 1ST Floor 6 Window 18.5 0.580 Default 0.65 Default 180 Existing Double Non Metal Clear 1ST Floor 7 Window 31.5 0.580 Default 0.65 Default 270 Existing Double Non Metal Clear 1ST Floor 8 Window 22.5 0.580 Default 0.65 Default 270 Existing Double Non Metal Clear 1ST Floor 9 Window 26.8 0.580 Default 0.65 Default 270 Existing Double Non Metal Clear 1ST Floor 10 Window 33.5 0.530 Default 0.65 Default 270 Existing Double Non Metal Clear Door 1ST Floor 11 Window 36.0 0.580 Default 0.65 Default 270 Existing Double Non Metal Clear 1ST Floor 12 Window 17.4 0.580 Default 0.65 Default 0 Existing Double Non Metal Clear 1ST Floor 13 Window 33.5 0.530 Default 0.65 Default 0 Existing Double Non Metal Clear Door 1ST Floor 14 Window 27.8 0.580 Default 0.65 Default 0 Existing Double Non Metal Clear 1ST Floor 15 Window 17.0 0.580 Default 0.65 Default 0'Existing Double Non Metal Clear 1ST Floor 16 Window 36.6 0.580 Default 0.65 Default 0 1 Removed Double Non Metal Clear 1ST Floor (1) ' LI-Factor Type: 116-A=Default Table from Standards,NFRC=Labeled Value 2 SHGC Type: 116-B=Default Table from Standards,NFRC=Labeled Value EXTERIOR SHADING DETAILS Window Ove hang Left Fin Right Fin ID Exterior Shade Type SHGC H t Wd Len H t LExt REA Dist Len H t Dist Len H t 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 4 Bug Screen 0.76 5 Bug Screen 0.76 6 Buq Screen 0.76 7 Bug Screen 0.76 8 Bug Screen 0.76 9 Bug Screen 0.76 10 Bug Screen 0.76 11 Bug Screen 0.76 12 Bug Screen 0.76 13 Bug Screen 0.76 14 Bug Screen 0.76 15 IBug,Screen 0.76 16 JBug Screen 0.76 En ergyPro 5.1 by Ener Soft User Number.-1315 Run Code:2013-06-25T09:13:39 ID:0130350 Page 6 of 12 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF-1 R Project Name Building Type m Single Family ❑Addition Alone Date Stafford Drive Residence ❑Multi Family IZ Existing+Addition/Alteration 1612512013 OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix Type: Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments FENESTRATION SURFACE DETAILS ID TVpe Area LI-Factor' SHGC2 Azm Status Glazing Type Location/Comments 17 Window 20.0 0.580 Default 0.65 Default 0 New Double Non Metal Clear 1ST Floor 18 Window 18.0 0.530 Default 0.65 Default 0 New Double Non Metal Clear Door 1STFloor (1) U-Factor Type: 116-A=Default Table from Standards,NFRC=Labeled Value 2 SHGC Type: 116-B=Default Table from Standards,NFRC=Labeled Value EXTERIOR SHADING DETAILS Window Ove hang Left Fin Right Fin ID Exterior Shade Type SHGC —HqA TWd Len H t LExt RExt Dist Len H t Dist Len H t 17 Bug Screen 0.76 18 Bug Screen 0.76 Ener Pro 5.1 by Ener Soft User Number:1315 RunCode:2013-06-25T09:13:39 ID'-0130350 Page 7 of 12 CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF-1 R Project Name Building Type ©Single Family ❑Addition Alone Date Stafford Drive Residence ❑Multi Family m Existing+Addition/Alteration 6/25/2093 BUILDING ZONE INFORMATION Floor Area ft System Name Zone Name New Existing Altered Removed Volume Year Built HVAC System 1ST Floor 2,376 19,008 1964 Totals 0 2376 0 0 HVAC SYSTEMS System Name Qty. Heating Type Min.Eff. Cooling Type Min.Eff. Thermostat Type Status HVAC System 1 Central Furnace 78%AFUE No Cooling 13.0 SEER Setback Existing HVAC DISTRIBUTION Duct Ducts System Name Heating Coolin Duct Location R-Value Tested? Status HVAC System Ducted Ducted Attic, Ceiling Ins,vented 4.2 ❑ Existing WATER HEATING SYSTEMS Ext. Rated Tank Energy Standby Tank Input Cap. Factor Loss or Insul. R- S stem Name Qty. Type Distribution Btuh al or RE Pilot Value Status Standard-Gas 50 gal or Le 1 Small Gas No Pipe Insulation 40,000 50 0.58 n/a n/a Existing MULTI-FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Hot Water Piping Length ft - g i� Pipe Pipe Insul. Control Qty. HP Plenum Outside Buried ¢— System Name Length Diameter Thick. EnegyPro 5.1 by EnergySoft User Number. 1315 RunCode:2013-06-25T09:13:39 ID:0130350 Page 8 of 12 MANDATORY MEASURES SUMMARY: Residential (Pae 1 of 3) MFA R Project Name Date StaffordDrive Residence 6/25/2013 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(i):The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of§118(i)when the installation of a Cool Roof is specified on the CF-1 R Form. *§1 50 a:.Minimum R-19 insulation in wood-frame ceiling orequivalent U-factor. 150(b):Loose fill insulation shall conform with manufacturer's installed design labeled R-Value. *§1 50 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,and installed according to ASTM E1677-95 2000 when specified on the CF-1 R Form. 150 :Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1):Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%;water vapor permeance rate is no'greater than 2.0perm/inch and shall be protected from physical damage and UV light deterioration. Fire laces, Decorative Gas Appliances and Gas Log Measures: 150 e 1 A:Masonry or factory-built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)1 B:Masonry or factory-built fireplaces have a combustion outside air intake,which is at least six square inches in area and is e ui ed with a with a readily accessible,operable,and tight-fitting damper and or a combustion-air control device. §150(e)2:Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket,when that indoor air is vented to the outside of the building,are prohibited. Space Conditioning,Water Heating and Plumbing System Measures: §110-§113:HVAC equipment,water heaters,showerheads,faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5:Water heating recirculation loops serving multiple dwelling units and High-Rise residential occupancies meet the air release valve,backflow prevention,pump isolation valve,and recirculation loop connection requirements of§113(c)5. §115:Continuously burning pilot lights are prohibited for natural gas:fan-type central furnaces,household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than'150 Btu/hr are exempt),and pool and spa heaters. §150(h):Heating and/or cooling loads are calculated in accordance with ASHRAE,SMACNA or ACCA. 150(i):Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §1506)1 A:Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §150@1 B:Unfired storage tanks,such as storage tanks or backup tanks for solar water-heating system,or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the tank. §150(j)2:.First 5 feet of hot and cold water pipes closest to water heater tank,non-recirculating systems,and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-B. §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. §150@2:Pipe insulation for steam hydronic heating systems or hot water systems>15 psi,meets the requirements of Standards Table 123-A. 150 50@3A:Insulation is protected from damage,including that due to sunlight,moisture,equipment maintenance, and wind. §1 50@3A:Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. §150@4:4:Solar water-heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. EnergyPro 5.1 by EnergySoft User Number. 1315 RunCode:2013-06-25T09:13:39 ID:0130350 Page 9 of 12 i MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3) MF-1 R Project Name Date Stafford'Drive Residence 6/25/2013 §150(m)1:All air-distribution system ducts and plenums installed,are sealed and insulated to meet the requirements of CMC Sections 601,602;603,604,605 and Standard 6-5;supply-air and return-air ducts and plenums are insulated to a minimum installed level of R- 4.2 or enclosed entirely in conditioned space.Openings shall be sealed with mastic,tape or other duct-closure system that meets the applicable requirements of UL 181, UL 181 A,or UL 181 B or aerosol sealant that meets the requirements of UL 723.If mastic or tape is used to seal openings reater than 1/4 inch,the combination of mastic and either mesh or tape shall be used §150(m)1:Building cavities,support platforms for air handlers,and plenums defined or constructed with materials other than sealed sheet metal,duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts.Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. §150(m)2D:Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. 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 ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in.Low-Rise Residential Buildings.Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a):Any pool or spa heating system shall be certified to have:a thermal efficiency that complies with the Appliance Efficiency Regulations;an on-off switch mounted outside of the heater;a permanent weatherproof plate or card with operating instructions;and shall not use electric resistance heating ora pilot light. §114(b)1 j,Any pool or spa heating equipment shall be installed with at least 36"of pipe between filter and heater, or dedicated suction and return lines,or built-up connections for future solar heating. 114 b 2 Outdoor pools ors as that have a heat pump or gas heater shall have a cover. §114(b)3:Pools shall have directional inlets that adequately mix the pool water,and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. 150 :Residential pool systems ore ui ment meet the pump sizing,flow rate,piping,filters, and valve requirements of§150 . Residential Lighting Measures: §150(k)1;High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire ass ecified by§150(k)2. 150(k)3:The wattage of permanently installed luminaires shall be determined asspecified by§130(d). §150(k)4:Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5:Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high�.efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line-voltage socket or line- voltage lamp holder;OR shall be rated to consume no more than five watts of power as determined by§130(d),and shall not contain a medium screw-base socket. §150(k)6'.1 Lighting integral to exhaust fans,in rooms other than kitchens,shall meet the applicable requirements of§150(k). §150(k)7 All switching devices and controls shall meet the requirements of§150(k)7. §150(k)8k A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION:Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 wafts 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(FMCS),or a multi-scene programmable control system;and all permanently installed luminaries in garages,laundry rooms,closets greater than 70 square feet,and utility rooms are high efficacy and controlled by a manual-on occupant sensor. §150(k)9:Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. EnergyPro 5.1 by EnergySoft User Number:1315 RunCode:2013-06-25T09:13:39 ID:0130350 Page 10 of 12 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3) MF-1 R Project Name Date Statford'Drive Residence 6/25/2013 §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)l2:Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact(IC)by Underwriters Laboratories or other nationally recognized testing/rating laboratory;and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283;and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)13:Luminaires providing outdoor lighting,including lighting for private patios in low-rise residential buildings with four or more dwelling units,entrances,balconies,and porches,which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy.EXCEPTION 1:Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch,a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls:a photocontrol not having an override or bypass switch that disables the photocontrol;OR an astronomical time clock not having an override or bypass switch that disables the astronomical,time clock;OR an energy management control system(EMCS)not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2:Outdoor luminaires used to comply with Exceptionl to§150(k)13 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours.EXCEPTION 3:Permanently installed luminaires in or around swimming pool,water features,or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)l4:Internally illuminated address signs shall comply with Section 148;OR not contain a screw-base socket,and consume no more than five watts of power as determined according to§130(d). §150(k)l5:Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130,132,134,and 147.Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130,131, 134,and 146. §150(k)16:Permanently installed lighting in the enclosed,non-dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires.EXCEPTION:Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensors certified to comply with the applicable requirements of 119. EnergyPro 5.1 byEnergySoft User Number-1315 RunCode:2013-06-25709:13:39 !D:0130350 Page 11 of 12 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date Stafford Drive Residence 6/25/2013 System Name Floor Area HVAC System 2,376 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG.PEAK Heating System CFM Sensible Latent CFM Sensible Output perSystem 58,032 Total Room Loads 1,698 33,902 1,11881 1,354 51,057 Total Output Btuh 58,032 Return Vented Lighting 0 Output Btuh/s ft 24.4 Return Air Ducts 1,875 3,488 Cooling System Return Fan 0 0 Output perSystem 0 Ventilation F 0 0 0 0 0 Total Output Btuh) 0 Supply Fan 0 0 Total Output Tons 0.0 Supply Air Ducts 1,875 3,488 Total Out ut Btuh/s ft 0.0 Total Output s ftrron 0.0 TOTAL SYSTEM LOAD 37,651 1,188 58,032 Air System CFM perSystem 0 HVAC EQUIPMENT SELECTION Airflow(cfm) 0 78%AFUE 0 0 58,032 Airflow(cfm/s ft) 0.00 Airflow(cfm/Ton) 0.0 Outside Air(% 0.0% Total Adjusted System Output o 0 58,032 Outside Air cfm/s ft 0.00 (Adjusted for Peak Design conditions) Note:values above given at ARI conditions I TIME OF SYSTEM PEAK Aug 3 PM Jan 1 AM HEATING SYSTEM PSYCHROMETRICS(Airstream Temperatures at Time of Heating Peak) 28 OF 66 OF 105 OF 10 10 �.. Outside Air 11 0 cfm Heating Coil 103 OF ROM 66 OF 68 OF COOLING SYSTEM PSYCHROMETICS(Airstream Temperatures at Time of Cooling Peak) 88/68°F 76/62°F 55/54°F Outside Air 0 ch Cooling Coil 56/54 OF 46.3% ROOM 76162 OF _ _ 75/61 OF EnergyPro 5.1 by EnergySoft User Number. 1315 RunCode:2013-06-25T09:13:39 ID.-0130350 Page 12 of 12 REVISIONS By �F"'�- ! W 6 W+.' � � i � � ) , 1 k•U d i�:/2' "1, _ , � 4 % 4 , `1 " —$ C ��UNtN pyo iStGN GU gUtLpWG µ '4f ` [� t" f' 4 .` x, s MUSS be p any 7 . ens ani spe 1t is unta to de "fate 3 ; teu erne=° �_. _ set 6_co�,, nons uitdinJ�¢'' fp� cti Ckat• _ � # _ oto site or a14ra froom the �T M ! t durin tT ifications SHALL ohan�ss outaPpro, a ec vtia��,cn nd sp of the of tragi flpto provace or State L"w. to perm 'n be field:ro . of a i # I # ot any w D i r li w� Jj\Vi f Q`f $' j� '_" 4`L i i'�G"`,.. 4 ( �M' f i • f 4 '"w"`? 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I � I I Fo�A�f',w"')J?J�M;�ool orkas,fivc f3l!Uacm,arc-�eqwrvl pef�4ungiv,Nailr am re,quilod tr,r I I � � I I I *dr I - 'I I . - I pregidcWtial shar Prem --ta1a18hzk*T1.!UfkTlN4ATC � - ,______,_._,_-,_-1 ,'j��,-,i,,�f��,;�i�,��ll'i.t'(,T[N;iAil, Failimcn,h�t to he loc4VAI'la dl-,eelfing guidz,Iin4,9,uNlwu tile lov�crm(%t wg,�of , PresWealial SbitkrTL ULTMIA1Z,wi Its w fpzcd,tqi, �,,,J � ,r F I i I I w6ghOnquam(appos,Y 1,551115- , . I I � , 11 ��. ihc,lw�, %�P.oi� ,.1-1�2'irtr_ * -ae' ad the rcrtun,ning thice(7','CO, , 490 HIM . I - nh U 'L - -1 , �1, " I'll - I I It' I _1�� vmg,�!I _ min, It cd�r as i'gact!d hdtwi�exl(2boet,k)"lo I I � I ",;, ,, , I , I III ,;� ., 1, . ;ff,po,lo',Fi,-m,tmcns�n,g�l��-,,If�)'�f��i.-,,�)tl,ngjhto � Dlowml "t"(0t,�7r;M) I 4 1 hl";�4W 14 I,W*;�40" ,, .. � . cmeonjck-,�U%�nq thirc-v Wnirawd i,iyts i of tit':indwary,�,z:Ir"p,gr L-1 I-�" ,,,, � , ,J fXeOtra(C int'0 thIC 4dCC�'!,"I"i-,17,()g,�FLIJ�,1.48t�thC�hiC�-nes,,�li�thz Shh1glC'wNq1V4rc� � 1)0 <)O . 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D,�taikxi indallation marticfit:tati iT,.4;k0ingdi,1Vto11.�,ArC,SUPP4,J on web I'mr4cof-p=tkyttia)I,Z�,%ke Tf, I �.��(Kit,,i-��zskit,�g,cz,g-,Ii;)��t6,�pf,�,vc-,.,iving�il,fLt,','�24:0venn;liIK, AbioatMo ereawr than 2 I'IWr fo�apply I" I 0-P -_ I fIvv,4i<1e4VIo1 slt,*kf�,*101 ito vniquc C,t;0pwTW tab pm,41v";thc tliszm,�t�,tyhng,&Pus dod jwe�m,i,�,��z w,i xnvi of'ahl- I � 'c tab,zm;o,,�Nvi;to"If"Pilicat,iv-11 I 11 L I'I M N't fl.,aritf pres I daritial 91tak,C xb-i figlr'N.or,�c pacac APPI i:000 64=rt n-Tay K-ubtai wd frt)fn 0:4 lai nTetm,11w I ,,hakt"s C-,�nsti-,Ictcdtt,,iing�tkvi)tasllimt��dlz�yci-,c,�tl�ci�t,lkl-"UY*�c,t�-��ltg�.-,,t, I 'I, � � � ffollowing i,�,a gtInai-sisulinnalyorthe insu"alkel otaho(L'��Nfttl-,-pxterto qiphretiofl instru�xwfv,�,ttttpla�xl With - I , srKI-4,41ratF�cr;,(�filgF.�-,I,�"4,� Z� 41,lnwlk�r Sp 'hall m4tring�,,�awoi(AS I'M D 4596,Typc I I),.n,kr,;xb�ho I�gl . I I I it le,4"t"Ch-li pm,,iJ,xi F61,�,plotfuct and on 1k,�hingl,��pm�kag",. I � d",5 g,n4d to rc Im�;�,,N o W 0"T to It g 1 t w i I,�o c;,-,-,j it lowI lip to I I 01-Inp 11 I I 1ho gfimglesi ft�f riofth&ittionlalli lit�wd appl�ficti ftroc,ed I � I � I I I � K4 1 ut�cl - . I � I I . I I � I I - � � I . I I I � 'T1V:xq01.rUd almi hcation,=thod:,;,ht�5"&i'00ff�;,,�I,"'Oor(, I I'fCm&a6tdSh,4,%t rL ULTIMATF,A' r �ooy'_,.Vidstxwl Mohod 1 1 R,,n(f Pm,5,.d-Tftj�jj,1�hakc AR shiqoe,t ve aigax�rcsvqe,ni anj zf�t-pi,,,�,!�,t IHPORTANT,VVIT�I1j=nf-,ifti31,StatTzr or�:g IfIVAT�,Vj �?;*,Z�' I . ,- . ? 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Aged Wfk.^ulwtu;JU,�;Ij,J1,1d �-,,'��t,�,,, 't , t -i.0 , , I Apply.�Inngjet;te�I"poiligt,to�1�8�ilee.*ply*vt�j,mimmum 7116"thick non-v,cr,ecr,Or , I �h,,I%tow�i��,V,Si'm114 1 447,weaHmod wooliantl Yw�ertntc,� Culo,ri 111,,ty Y��ry by foe ion I ,.Iij��,,�.t�"<,C,f,�l�'ri�!l�'If�,�if,-,��V1,31�J.�l.',,.�.IPPI!'(i��;��hrtyc,f,t�',rner,; Ahva��C'v��Vfin'gte�fri�,mihe left,xIg,2. I nAtolyno-n I't(bi,4 Otoilonol)Wtxx1*Ck%.'I'm I'l,w"Cidc"r tte-A�Vcnecr dc��k.rltl,.�t oo�r�iy with Th,��Iie6fi(�auot,�,,OX I - . I ; � � � 11 I I APA �*Ylioi-'.Tqincrm�IW;�mfA5,u)viatimi. � I Ag,�4iq:)�,�,ALit,ti,ta�ite�i�,Aututmif;i,�r,J,Wy,ikf�rf)w,)"-flli�Iff,�(-ita�,,;i',,4�"o,"; � !�,�,,.,,�t�rf"�iki�i�,C,i"(Z��itin,�?-,,I�la,i�iisig,iliez.,�--f-uf,cr"(��!!"�t,,aiii��1,14;�',,!,,��hmg4�pacL%)og. I . � . I � I I . I . . 0 tri I I I I . I ("odar.C'harcoai B1,16".Chesolul,Platittani"ShuJow 6'r,ky"��Nlr Gmy,suoti,&c Cedir,W�,tznhcrcdtit,c�c',� !,� ,,,,� � . 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I �- � �V-7 1 opmo*tni apf`�-A�;uu�e�, L,d,vj�;h)pe Applk�,t"e,Q'I up lo 4'Pei k�tn)of f1resitknitial rf.ol-1 fMA fFAor�,t4,,,� _,,A� / Op�lt valky is TaixtTrAmaded.Valky fin-,r ning iv 444"btdory Mwigk,�.It nuist bo mintnitun.1 K"Wi4c t :�-_ i3 6k�_ , r - -Tlt','�l'Shakv��htnglcs wquk-irwally I , - 0 -Z,,�O-) Y ft4ifT,TVVd,t,Woji��fi�t"TdTM VV�AitrjtToar ,, Pf"stdoca"d ShAw'i L 01-NNIA1 I'an'i Pfv�,ak I I ing shingli;Unocrtayfyxnt,w ascetui valeot at,�c�'L,ngA-li I M D 1 It 7-,, " , oo fluiioleo,aaee wit",h)N1;J*Cd� . t6g-t�'.,C-YWr.t�rit6�xit�iv�tlt(t�.t�istalft:dovct3,6,,%vwu,v,�lf-,AKDta�tl-(,'L'f011fll,tic4wii3tct<iliatdwat��-M" g �- �%ppli,�J*to the,entire dc-cit Nuffixe�ace,,odplig to avppli�:awol a0p,xiwtni pl-ovi&'!with ita.fq'�4u�tan.l olo,'i'� ��;�"?., lil_41,11ing to mmwl'�Murcr`�apphimmoo ilt�,nuctiom,fbmvVcr,to pwtect Ow 41,tMriwfu,�tm rkx)f,�114wd bc, � _g ,tilt I I I I � Sitil�gloklzw&,;I�,iyi=ot(�tmlydii�ct�lyi�)(tak).�m-ar,��ieilov,e�36'wtdc,t-,iill,��-4l,kiK*A-4c�Wrt,,oFizig� Akn - . 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I. 1. f I 4�1 i � I I 01, , � � ; vr,�l b�� A LAL ��x t,:,T I�-16 4�a fj P r7i I,,�,N , `�� _f�7 � � - N E'' I i/ - I 1.1 1�T/.iZ_T!._11_JZ� 4,!f"�"TR_JI.,�TI,-,Q fs,��i1;4�� I FLF�, I � I I- I _r I�� -'J 1�UT- I V�" �� I if I �'A, x � I I ffz44fL I F k-,"?v_ 1�IJ , I I I 40V I . le, ,Z ki I �i, � . : � I �1�n, --w I Under-floor Clea�an ce,,Ac!gess � . � 11_� - �',,, kr- - I , � 11 t1l IjV3�_ I t, �z I I _And Ventilation I '�R 1161`1r_� �� Allf � I ,IQ I . I .--- 11:�4, � I I ft -�;-fl � ,.-,,,.-,, I q 2,; t� lle� � I G\ _'Pl - A$�VL, �PAtJIl,Z,!t,!6, \-F'O , . . r�_ ,0,01k:2 vswrff-4 4 Y 16 1, PLP I I I 0 , I I U if A�� e-,1'5"-,f�v R�t !"�,:I r�,�> 15,f4- I I Q,F11111 1`�r11 F,i-�'i - . I � I I I - I �4)4 y,i,2,' p,:;,V r,4!-t-iBr-YP, -, f��, , I I " 0 _� �� Z:� IV,T I/O�,� _� '11�,'4,r ,,'.',-5��: U f;�-, . I . 1, - . ,�� I ii�� I�I , � I I trl� -- 1,-��5� t �/ - I I I I I \'� I �� , __I,- _____, - � I I I � I I -, I 1. Clearance for untreated wood: minimum 18inches forjoists and 12 inches forgirder. ' I ,.t� I _� Q) I __- - -r-fi,L, r4or" .e�i,,�,- ,4+111 0e'-, U-�,C, -- 1.61 � > I �t;t I 1 2. Accessible under-floor area shall:be provided.with a minimum 18-inch by 24�inch opening. : 1. I It, 4- --- I . - � I ,-^ I'll, ! "",.-� I I I , I I t�,+_ . <;� �_,,r__ i �( ,,,, - 3..Under-floor area shall be ventilated by openings of a net'ar, a of not less-thati-11150 of the _,.�,j ! _J .e I - -1 I I I / ,_,,LIIIL�/ 1 16,- under-floor area.'Openin-gi§'Shall be protected byrrietill mesh with 114-indh maximum opening. 1 i f -1____..� _____-_--1 I----,-------------_______________,_-_.____=__ I - _11-1 I� I I I . I I - I ! I , tf � I I ___ _,_,___`,_____________ "-,-,------,--------,,--"---",---"-,---------,--' ',--,"', __,_,_`___,_ . - �, 01 tf� 1.C7 ill - , ____ ;� I �Mt � I _. - � I I ! I ('-'.i I I I \,'---- - I I � I I \ 1 � I I � . 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