Loading...
1407009810445 BYRNE AVE 1� PRASHANTH TELANG r, ra w w a a r r& w% n w w JU r" 01% A (N) Fence 6' high (E) Garage and (E) Store Room to be - 2 demolised Concrete pad to remain. (E) Fence 6' high c� 2 a Q 5% Slope typ. 0 away from Fd n. Existing Sunroom 12.0' x 19.5' to be demolised (N) Fence 6' high (E) Fence 6' high z 10.0' 7.6' Land Sacping � to remain 10.0' 26.2' 5.0' � � at New ISetback Addition 1 z - - - - _ _i_ � (N) Down o I spouts as required I (N) Porch O i 8.8' ± x 9.5' N � I New Addition ( f I O o o ' 7111 e(E) Conc Driveway to be removed o 5.0' F 2 (N) Garage FL = 360.1± I I (E) Water n See Note 6 j I 1 $I I j (N)IDriveway j w! pavers I 1 I I I I I I 1-(E) Sewer J I Line I I I I I I I OI LJ (E) Water ❑ Meter (E) Fireplace to r-- be removed 6 Existing House 35.0' x 40.0' FL(N) Roof 18" L = 360.6± wide roof overhang (E) Fence 4' high N 0 w Seat Height at _(E) Gas Meter µ bay window is 24" above FFL (N) 200 Amps ----- T Sub panel (N) Porch New Addition -�7.2'x5.9'± 12.0'x4.4' 0 o �----� j 8 Z \� (E) Gas Z rn Line` \ \ a O Cn a n =r O O ..1\I 3 m p L \ 50.0I \ Electric ' t- Line (N) Sidewalk a (N) Street Barricade \ (N) PLANTER / �� (N) Temporary STRIP / / I , Sidewalk �(N) 5.0' Min (E/N) 5.0' Setback to Garage BYRNE AVE. CL STREET (N) SITE PLAN =� �I SCALE: 1" = 10' NOTE: 1. Contractor shall field locate existing sewer line and connection thereof. New Sewer line shall be provided as per codes and Local Agency's requirements. Contractor shall coordinate this construction with Local Agency. 2 2. See separate drawing C4 for drainage plans and details. On site drainage to be directed through landscaping on the property and not onto neighboring properties. 3.Water mains to be relocated. Contractor to coordinate new location with Owner. 4. All (E) Trees shall remain. 2 1 5 . Contractor shall fire sprinkle exiting home and new addition. Automatic residential fire sprinkler systems shall be designed and installed in accordance with NFPA 130 or Section R313 (R313.2.1). 1 6. (E) Water meter to be provided with traffic rated cover adjusted to grade. Contractor shall cordinate with City, San Jose Water Co. and Owner. 7. (N) Utility lines shall be located underground. Contracator shall coordinate with City, relevant utility companies. and Owner. 8. Finished floor level at (N) Addition to match (E) Finished floor level. 9. Internal Dimensions of garage shall be 20' x 20' min. PROJECT ANALYSIS: LOT SIZE = 6000 SQ FT Net Area Existing House = 1400 SQ FT 2. Area of (E) House to ='270.4 SQ FT be replaced by Garage (E) Garage = 245 SQ FT (to be demolished) (E) Front Porch = 62 SQ FT (to be demolished) (E) Enclosed Rear Porch/ = 234 SQ FT 2 Sunroom (to be demolished) (E) Storage Room = 321 SQ FT (to be demolished) New Addition (Rear) = 662.5 SQ FT New Addition (Front) = 53.0 SQ FT New Front Porch = 51.2 SQ FT New Rear Porch = 83.5 SQ FT New Garage = 447.3 SQ FT Existing Floor area = 2227 SQ FT Existing Lot Coverage = 2365S�Q FT t� � New Living Space = 1845.1 ;SQ FT Floor area w/ roof ht = 30.0 SQ FT >16' from FFL Proposed Floor area = 2346.7 SQ FT Total Lot Coverage = 2788.0 SQ FT = 46.5% Existing FAR = 37.2% New FAR = 39.2% Front Yard Paving = 465 SQ FT Front Yard Area = 1000 SQ FT Front Yard Paving Percentage = 46.5% 29'-11.5" 1'-6" 1'-6" _ ... _ .. .._v _ . _ $1- o> I i i (N) Porch ` 83.5 sq ft cn i Q 1 2 DRAWING INDEX: Al SITE PLAN, PROJECT INFO Ala CONDITIONS OF APPROVAL/ GENERAL NOTES A2 (E) FLOOR PLANS & ELEVATIONS, (N) FLOOR PLAN A3 FLOOR AND ROOF PLANS A4 (N) EAST & WEST ELEVATIONS A5 (N) NORTH & SOUTH ELEVATIONS A6 (N) SECTIONS Cl COVER SHEET C2 TOPOGRAPHICAL MAP C3 STREET IMPROVMENT C4 GRADING & DRAINAGE E1 ELECTRICAL LAYOUT PLAN T24-1 TITLE 24 CERTIFICATION T24-2 TITLE 24 CERTIFICATION CONSTRUCTION BEST MANAGEMENT PRACTICES S1 GENERAL NOTES/ SPECS S2 FOUNDATION PLAN AND DETAILS S3 CEILING FRAMING PLAN & DETAILS S4 ROOF FRAMING PLAN & DETAILS S5 FOOTING AND FRAMING DETAILS SCOPE OF WORK Blackberry Fiwrn�.-,is E, I Ave calf Course rt 4- K- LtaIorL', , A-,;� IT, Crystal P.1in ng : t0onta *Sta ' e ^ _ High, scl-lok-11 El Estes of-- Lirni-cl P _ Elememta r - � Lucker Rooms =-� a nd PE 1)fFrce Vres t-40,ni to Vista VICINITY MAP N.T.S. A, N Addition of 712 sq ft of living space, 51.2 sq ft of front porch, 83.5 sq ft of rear porch & 447.3 sq ft garage Demolition of (E) Garage, (E) Storage, (E) Sunroom & (E) Fireplace Addition of 20' driveway. 1 Upgrade of electric subpanel & upgrade of watermeter. Remodel of (E) kitchen. 83.5 sq st area o New Addition Porch not incl. in FAR 662.5',sq ft -� I 4. 35'-0" 3 i Un i i 3 I I Existin6 House i 1129.6, sq ft i o i ,- 0 - rn - 5,_0 0 I i Cl) 16-9.5" I 10' x 3' area w/ i height to bottom of ! ' roof rafters greater 2 i than 16'-0" 18" roof overhang in (N) Garage (E) Living Area to incl. in Total rv be demolished Coverage calculation. wCP co 447.3 sq-ft ... _ .�- = _ _.. _ _._ ..._. .. _.... / N 12'=0" (N) Porch New Addition 20'-9.5" 29.1 sq ft 53.0 sq ft I+ - - Seat Height at bay window is 24" above FFL. 1'-6" 19'-3.5" 1'-6" 7'_2.5 V-13" 10'-6" Area not incl. in FAR 1'-6" N) FAR Calculation. 13.4sgft area ofPorch not incl. in FAR PROJECT DATA: APN: 357-12-036 Property Address: 10445 Byrne Ave. Cupertino, Ca- 95014 Owners: Mr. Prashanth Telang (408)-489-9711 Ms. Seema :ihenvi (408)-460-9394 Zone: R1-7.5 Type of Construction: VB- Fully Sprinkled Building Sprinkled: Yes Occupany Groups: R3 (Residence), U (Garage) Number of Stories: One CODE DATA PROPOSED ADDITION CBC 2013 : Residential, Building, Electrical, Mechanical, Plumbing, Energy & Fire. Cupertino Municipal Code General Notes See (N) Floor and Roof plan on Sheet A3. See Topographic Map and Horizontal Control on Sheet C2. See Street Improvement details on Sheet C3. See Grading and Drainage on Sheet C4. o_ r k? 2Q Plan Check Comments 8/11 /14 0 Plan Check Submittal 7/16/14 No. Revision/Issue Date \1e 12�y �` S Si ON `�u LL`� t • d. Exp. Q GC SEEMA SHENVI . 408-996-7456 SITE PLAN, PROJECT INFO C M e7MIVAkyjIQ07:109[Q 7 PER Mr. PRASHRIVT,N TE)_ANG U t d 1 n g, Dv ' .s 10445 BYRNE A17E r t CUPERTINO, CA�I QR•, IA 5014'µ�Y 1�ev�evieG� Sy, f Project Sheet Al Date Dec 2013 Scale AS NOTED CITY- OF CU'PERTINO 10300 Torre Avenue Cupertino, California 95014 RE.5OLLITJON NO. 320 OF THE DESIG` T REVIEW COIrU*,,'IITTEE OF THE CITY OF CUPERTI. IO APPROVING AN R1 EXCE1'TI N1 TO ALLOW A 10-FOOT CONIBLNE.D FIRST FLOOR SIDE YARD SETBACK t'w,HERE A 15-FOOT C0111vI6I'ED SETBACK IS REQLrIRED LOCATED AT 10445 BYRNEAVEN-LJE (AI-N 3.57-12-036) SECTIO' ' I- PROTECT DESCRIPTION ApplicationNo.: EX:C-2014-05 Applicant: SeemaSheni,ityrashanth.Telang) Location: 10445 Bvine Avenue (API�735-12-036) SECTION II: FI`uDINGS FORAN R1 EXCEMON: T'y'HEREAS, the Design Review Comndttee of thoe City of Cupertino received an application for an R1 Exception as described in Section I. of this Resolution, and WHEREAS, the necessai:77 public ,notices have been given as required by the Procedural Ordinance of the Cite of Cupertino, and the Design Review Conurdttee has held at least one public hearing in regard to the application, and WHEREAS, the applicant has 3net the burden of proof required to support said application; and IVHEREAS, the Design Review. Cotrunittee funds as follows with regard to tl-ds application: a. The literal etiforcelnent of this chapter will result in restrictions inconsistent with the spirit and intent of this chapter. The Protect is consistent w-'I? the €}item of the Ri' Oniinance- in that it minimizes z, sual impacts to adjacent i$SldEtitiu^ v?©F7 iiT S i?'i:ti that it is in £`fle neighboirhod- The 5 i00t 5iae `fill"isetba.- z are appro,u-nate 41;n arf.'r to aIlo zo ;for a j-unchonal fic)or alai and a, b'."tlanc&4 1. -ont elevatfon on a substandard lot. ThB i.<<.c, tt of tt3$ t77LL.Na}2E:b c5 addressed Sir, Ce the Sa{t, y(.m{t. 5&t,7a..k+:.XCetltit7}t . EC{.,t!*5„$�? 35 }it7t:for ..t!r;' entire leYi•gtr"d of the house-onlyfor the ga, 2t's. The }>✓St or the r.euSE on ..5e Side requested ,or L2Yi exception 25 SBt.?ciG1i the required distance. b. Tine proposed development will root be injuTiou:> to property, or nnprovernents in the area, nor be detrimental to the public safety-, health and 44 el"are. The Fro.iec will' not be de-trittbenta? or infurfous to Properly or inn rovenients in the vicinity. anti will not be detritnental to the pubfi.£ health. saf'tty.. of 'iUelr's rl,-, The isti)kct is a one -Story single fami6y residence that is Consistent with others fn t;r£e neigthbonhood.. c. Tine exception to be granted is one that will regtdre the least modification of the prescribed desigti regulation and the irditirnum variance that wilt accomplish the purpose. Du-, to thesubs tandar . lot ;L:idtit a}id tiia'J-Car garage requirement, thestrict ap,,t'lfcationo"iths i<rrsan-be d5id-z y€ird S2tc7k:t': ?'zk;£izYe1l}. 37.t icould c?'eate to situation that "would result in an unl,=.2lancetd_ Ivor plan an.front t;ievatio . wi,_ Resolution No. EXC-2024-05 Tune 19,2024 Page-2- intent of tti'e ordiruncz, is met since t?le 'o-t'C• Mien i o&u result i}r a %4ouK,° t.3ut .is comuaraNe- ill sihng. Scala and massing m5 t'tiie,'s in the ne ;'h-ho-M-c'-C;, d. The pToposed exception ivii1 not result in significaLiat visual impact as viewed from abutting .rop-erties. The N' pos U"Cl.?Xi is ar,'on-FisteFit Zc'ttti ot-�er axistma i2{?tiirya 'in the . ,Ionia Vista nezghborhCh`1;a. The �aralfti}Yo of to Si ae yan C3tb-=k- 'eXC_AY+iifRf is not anticipat" to cr,02 <! aumverse visual iT:'pwts t;;,nfe it is oni;.' for fAe l,'' nt portion t Le reSuienz& [> i[p f/-Le 7e-k is Setback ttiig i lac lei uirel distam} e. NOW, THEREFORE, BE IT RE.SOLNIED.. That after careful consideration of rnaps, facts, exhibits, testimony and other evidence submitted in this matter, subject to the con. ditions �ihich are enu.*nerated in this Resolutionbeginrting on Page .2 thereof, the application for an R1 Exception,, Application no. EXC-2014-05, is hereby approved; and That the stzbconclusioru upon which the findings and, conditions specified in this Resolution are based aid contained in the Public Heanng record concerning A; placation no. EXC.-20'14-05 asset forth in the Minutes of Design Review Comn-ittee Nfeeting of Tune 19, 2014, and are incorporated by reference as though fully set forth herein. SECTION III: CONDITIONS AD' ZNI'5TERED BY THE CO2\31. -LAITY DEVELOP S3ENT DEPT. 1. APPRO-v7ED EXHIBITS Approval is based on the plan set received or[ Flay .5+, 2014 entitled, 'Addition and Remodel for Nh. Prashanth Telang, 1044.5 Bvfne Ave., Cupertino, California," drawn by 5eean-ta Shenvi, consisting of 6 sheets labeled Al, A2; A3 A4,. A , and A6; except as mntav be amended bv- conditions in this resolution. 2. ACCURACY OF PROJECT PLANS The applicant,'property owner is responsible to verify- all pertinent i-�roperty data including but not limited to prop eit}- boundary locations. building setbacks, �aro)�ert)` Ji, e, building square footage, anti relevant easements and?car corlstruction iecord.a. Any misrepresentation of .any. psopeity data may invalidate this approval and may require additional review. 3. EXCEPTION- APPROVAL Art R1 Exceptionis granted. to:allow a riantr urn combined first floor side vard setback of 10 feet (5 feet. on either side) for the one -stork- single-family re!;idence. The new two -car garage is the only structure that may encroach into the repaired 10-foot south side yard setback. The rest of the principal residence shall be setback. at least 10 feet from. the south side property line.. 4. DEMOLITION OF, REAR DET -CHED ACCESSORY STRU, CTL-RE A -,proval is dependent on the demolition of the existing rear detached accessory structure (currently used as a garage and storage room) since it would. pert the project floor area ratio over the maximum 45°b allowable, Alternative arratngen-Lentsmnay be considered by the City* if under the maximum FAR. 5. CO\iI'LIAti CE ikTTH PL-BLIC IV-ORKS C:,ONFIR\ ATIONT FOR-\': The project Shall comply. `,6th the fequifefnent5 indicated on the Public Works Confirmation forme dated 17/19,.2013, including, but not iirfidred to, dedications, easements, off -site in-rprovement:s. undergrounding of utilities, all necessary agreemnents,, and utility installations;/relocations as deemed necessary by the Director of Public Works and req iced for public health and safety. The Public Works Confirmation is a preliminanT rep eiv� and is not an exhaustive mriet� of the subject development. Additional requirements n-Lav be established and implemented during, the construction permitting pruces5. The project construction plans shall address these requirements with the construction permit submittal, and all required improvements shall be completed to the satisfaction of the Director of Public Works prior to finial occupancy. 6. GARAGE DD> lIENSIO The minimum interior garage clearance shall be 20 feet bi• 20 feet (measured from interior -, alls;. ,- cONs�.T,TATION ��,TrHOTHER DEP_ARTAIENTS The applicant is responsible to consult with other departments anckeor agencies ,,:ith regard to the proposed project for additional conditions and requirements. Ana• misrepresentation of ani• submitted data mat* invalidate an approval. Ln the Community Development Department. B_ ENDE't.ENIEICATION To the extent permitted: by lair, the Applicant shall indemnify* and hold harmless the Citi its City Council, its officers, employees and agents (the "indernnified parties..) from and .against any claim, action, or proceeding brought by a third party against the indemnified parties and: the applicant to attack, set aside, or void this ordinance or any permit or approval authorized herel✓v for the project including (without limitation) reimbuss,ing the City its actual attornn-s' fees and costs incurred in defense of the litigation. The City anal', in its sole discretion, elect to defend any such action with attorneys of its choice. 9. i' OTICE<OFFEES.DEDIC,.NTIONS.R£SERVA.TION9.OROTHEREXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requivnements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020(d) (1-1 these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are herebi- further notified that the 90-day approval period in which you may protest these .fees, dedications; reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If yDL, fail to file a protest within this 90- day period. complyinsg with all of the requirements of Section 66020, you will l-•e legally barred .from later challenging such exactions. PASSED AND ADOPTED this 19th day of June, 2014, at a .regfar Meeting of the Design Review Committee of the Cite• of Cupertino, State of California, by the following roll call :rote: AA'ES: CO'tia-HSSIO-ERS; Claalr Lee, Takahashi NCiES: C0_.,aIISSI0NER5: none ABSTAEN- Cs0' TNESSIOINERS: none ABSENT- LO'.•a•II5510N ERS- none ATTEST: s JGary Chao Gars- Cha o Asst. Director of Community' Development ?sPPR+OI.TD: is AVinnie Lee Winnie Lee, Chai:. Design Review Committee CONDITIONS OF APPROVAL (CUPERTINO SANTITARY DISTRICT): • Cupertino Sanitary District plan review and inspection fee ($300) is required for the subject improvements. Please do not issue any Building Permits. (GIC. 5203) • Install new property line cleanout or locate and raise to grade an existing property line cleanout. Properly line cleanout must be within 5 feet of the property line. Cleanout shall be the same diameter as the street portion of the set -vice lateral. Gravity lateral is 4" diameter minimum. (O.C. 4101) • District inspection is required prior to clearance for City of Cupertino Final Inspection. Owner to call District at least 48 hours to schedule District inspection. District to provide Building Department with written notification upon completion of inspection. (O.C. 5104) • An approved backflow device (IAPMO or UPC approved) is required since the lowest finished floor with plumbing is less than (I') foot above the rim of the nearest upstream manhole. (O.C. 4105) The backflow device will be inspected to verify existence and serviceability by a District Inspector at the time of video inspection. District to provide Building Department with written notification upon completion of inspection. (O.0 5104) • The existing sanitary sewer lateral will be extended to the new property line if there is street dedication. Lateral Permit will only be issued to licensed underground contractor registered to work in the Cupertino Sanitary District. Instructions for Contractor's registration can be found on our website www.cupertinosatutarydistrict.ore under Contractors. (O.C. 5100) 1. All constructions shall be carried out by a California Licensed Contractor; in accordance with this drawings applicable latest codes as required by Local Authorities, as directed by the Engineer as required to finish the intended remodeling/ addition and as per standard industry practice. All construction shall conform to OSHA standrads 2. The contract drawings and specifications represent the finished construction. Unless otherwise shown or noted, they do not indicate the method of construction. Contractor shall supervise and direct the work and shall be responsible for all coordination, construction means and methods, techniques, sequences, proceduresand safety issues until completion. 3. Do not scale the drawings or details. Typical notes and details are provided to cover general construction conditions. Contractor shall follow these notes and details, unless shown or noted otherwise. Construction details that are not shown or noted shall be similar to details shown for similar conditions in related areas. 4. Existing information shown is based on either field measurements or available as -built plans. Irrespective of shown information, Contractor shall field measure, verify and coordinate all information prior to fabrication or purchase of any material. Any discrepancy found shall be reported and resolved with the Engineer prior to further construction in related areas. In case of conflict of information on plans, stringent would govern. 5. Contractor shall have sole responsibility for selecting, designing, furnishing and safe maintaining the required temporary shoring of the structure during construction. 6. Prior to demolition, contractor shall identify all concealed utilities and safely disarm them as required in coordination with the Owner/ occupants so as to least disturb their living during the construction. Any damage to the utilities or to the structure to remain shall be repaired to it's original integrity at the contractor's cost. Contractor shall coordinate all aspects of construction so as to keep all utilities operational as far as possible. Unless noted, all debris shall become Contractor's responsibility to haul off and dispose off. 7. All construction, finishes , textures and workmanship shall match existing and to the satisfaction of the Owner. Discrepancies found shall be repaired or replaced at the contractor' s expense. 8. All electrical and mechanical work shall be per applicable codes. All electrical work to addition shall be on new panels. Contractor shall submit amperage load to Local Authority and Electric company for approval prior to construction. All new water lines shall extend from from the existing/ new primary lines and all new independent gravity plumbing works shall be extended to the existing sewer connection outside the existing house, per applicable codes. 9. Contractor shall furnish and install dust partition to keep living area dust free. Contractor shall arrange parking of construction vehicles, material delivery and storage, portable potty, etc. per local ordinances and so as not to disturb the neighborhood For public obstruction, if any the Contractor shall verify and obtain permit from the City of Cupertino. 10. Contractor shall furnish and install dust partition to keep living area dust free. Contractor shall arrange parking of construction vehicles, material delivery and storage, portable potty, etc. per local ordinances and so as not to disturb the neighborhood For public obstruction, if any the Contractor shall verify and obtain permit from the City of Cupertino. 11. If construction is persuaded in wet weather conditions, it will be be the contractor's responsibility to furnish and install coverings to all exposed construction for full protection from the moisture. 12. Structural observations/ inspections shall be required as per the City of Cupertino Building Department and the 2 2013 CBC. Contractor shall coordinate all inspections with appropriate parties according to their schedule and procedural requirements. All hardware, anchors, rebars, etc. shall be in place prior to scheduled inspections. 13. Upon completion of the job, contractor shall leave the site clean of all debris, leftover construction, materials, equipment, etc to the Owner's satisfaction. ADDITIONAL NOTES: 1. Provide water resistant gypsum board under the tub and shower enclosure materials to ceiling heights. 2.(N) 8 GPM tankless water heater to provide service to the Kitchen, bathrooms 2 and Laundry area. 2 4. (N) 90,000 BTU, 3.5 ton FAU to serve new addition. Provide and Install a new A/C Compressor. See Electrical/ Mechanical notes on sheet El. INSULATION SCHEDULE: 1. R13 at Perimeter / Exterior Walls of Conditioned Space. 2. R11 at Floor over crawl spaces. 3. R-30 at flat attic, R30 at vaulted ceiling. Notes: (b) Insulation shall meet " California Energy Commission", (C.E.C.) (c) All insulation shall be firmly attached as per C.E.C. standards. (d) Use Fiberglass Insulation. Items as Selected by Owner: Appliances, cabinets, plumbing fixtures and accessories, floor coverings and light fixture General Notes See Floor and Roof plans on Sheet A3. See Abbreviations on Sheet A2. See Final Resolution for R1 Exception on Sheet Al a 0 Plan Check Comments 8/11 /14 1Q Plan Check Submittal 7/16/14 No. Revision/Issue Date G) to CO 72 C7 7 3 m C SEEMA SHENVI 408-996-7456 CONDITIONS OF APPROVAL/ GENERAL NOTES ADDITION & REMODEL FOR Mr. PRASHANTH TELANG 10445 BYRNE,AVE " CUPERTINO,ICALIF(O NIA- 95014t''t i;r tir;t. t Project Siei - Ala Date July 2014 Scale WALL LEGEND: Existing wall to be removed. Existing 2 x4 @ 16"o.c. studwall to remain. New 2 x 4 studs @16" o.c., UNO 1' r C --I\j Laundry P Family WSti ( 26'•5'z1 1••0' DYR Gosel V Den Bed Room #2 Bath e-r.,r-r 11'-e-zr1'-r p( r (N) Kitchen s-r:8•-o- �x .._. .._.... _.. _. ....,.. ,... .. ......... .. .. ....... .. ._ __....a ..., 3w,do flalM2Y Goset IREF Living Bed Room #1 1 V-T x 12'-2" Porch it 9,-4"_15'_5. .._ ... _.. 10� 3�. (E) FLOOR PLAN WWWRI on "1W F i } 2 JT- I I cwxt I I_ Cte- _ ------ — .__.(N).Entry. V CLG TSS z 52r!"\ ✓ (N) Garage \' I 9 CLG }} I (N) Porch I _..._.._.... 13I O (N) FLOOR PLAN ---; N - N Note: Plan shows walls to be demolished. SeeSheet A3 for (N) Floor Plan dimensions and details. (E) Composite roof to be replaced 12 — — — pitch 4 rn — — — — — — T.P. LL +, =Q T.O.S.FVM IBM— — — 4" min to12" max (E) Stucco Verify at site log [PIT! ILI (E) Porch (E) Home (E) FRONT/ EAST ELEVATION (E) Composite roof to be replaced 12 TMembrane roof 4 F pitch be replaced a a • (E) Stucco Finish — (E) Home (E) Sun Room >, o be demolished (E) SIDE/SOUTH ELEVATION 0 T.P.— — — �— W % W +I = _F boQ T.O. S_F. — — 4" min to12" max Verify at site 0 —� — — —T.P. LL W W -H Zo ' — — T_O.S.F. ABBREVIATIONS & End F.A.U. Forced air unit MECH. Mechanical SHT. Sheet @ At F.D. Floor drain MFG. Manufacturer Sim. Similar (E) Existing F.F. Floor finish M.H. Man hole SL. Sliding (N) New F.G. Fixed glass MIN. Minimum SPEC. Specification PL Property Line FIN. Finish MISC. Miscellaneous SQ. Square # Number/Pound F.J. Floor joist MTL. Metal S.T. Sun tunnel B.D. Board FLR. Floor N. North STD. Standard BOT. Bottom F.O.C. Face of concrete N.I.C. Not in contract STOR. Storage BRZ. Bronze F.O.S. Face of stud NOM. Nominal STUR. Stuctural CL Center line FTG. Footing N.T.S. Not to School T Tread DBL. Double FURR. Furring 0/ Over T.B. Towel bar DET Detail FX. Fixed O.C. On center TEL. Telephone D.F. Douglas fir GA. Gauge OPP. Opposite TEXT. Textured D. H. Double hung GALV. Galvanized PL. Plate T. & B. Top and bottom DIA. Diameter G.C. Geeneral Contractor PLYWD. Plywood T. & G. Tongue and groove DIM Dimension G.I. Galvanized Iron PNL. Panel THK. Thick DN. Down GL. Glass PR. Pair T.O.C. Top of curb DR.. Door GR. Grade PT. Paint T. R. Towel Ring D.S. Down spout GYP. Gypsum QTY. Quantity TYP. Typical D.W. Dish washer H.D. Holddown R. Riser T.P.H. Toilet paper holder DWG. Drawing HDR. Header REF. Reference U.N.O. Unless noted otherwise E. East HDR. Hardware REF. Refrigerator W. West EA. Each HGR. Hanger REQ'D. Required W/ With E.J. Expansion HORIZ. Horizontal RM. Room W/C. Water closet ELEC. Electric H.S. Horizontal sliding R .O. Rough opening W.P. Water proof ELEV. Elevation I.G. Insulated glass R.R. Roof rafters W.P. Wall paper E.S. Each side INSUL. Insulation RWD. Redwood E.J. Expansion INT. Interior S. South SCHED. Scheduled EQ. Equal J.H. Joist hanger EQUIP. Equipment JT. Joint SECT. Section EXIST. Exsisting MAX. Maximum S.G.U. Sliding glass door EXT. Exxterior M. C. Medicine cabinet S.H. Single hung (E) Membrane roof to be replaced (E) Membrane roof 12 to be replaced pitch 4 Ell H. am I (E) Fireplace (E) Stucco (E) Sun Room To be demolished (E) Home o be demolished (E) REAR / WEST ELEVATION 44 (E) Composite roof to be replaced 12 Pitch 4 io 4" min to12" max \ Verify at site (E) Home (E) Stucco Finish (E) Membrane roof ,-.- to be replaced n =�IIIIIIII���� �aeaaw (E) SIDE/NORTH ELEVATION (E) Sun Room To be demolished General Notes See (N) Floor and Roof plans on Sheet A3. See Notes and Specifications on Sheet Ala. A2 Plan Check Comments 8/11 /14 0 Plan Check Submittal 7/16/14 No. Revision/Issue Date R. S y��r FAycJ v ��P C77373 i 1. tiq SEEMA SHENVI 408-996-7456 (E) FLOOR PLANS & ELEVATIONS (N) FLOOR PLAN ADDITION & REMODEL FOR Mr. PRASHANTH TELANG 10445 BYRNE CUPERTINO CAI^f(F .Rt41 - 95014 C V _ titE Dt_ t } C.` r • sZ -, r .-q :."� . Project ,,Sheet wvBC `may. 7 Date Dec2013 A2 Scale 1/8"= 1'-011 Q 4 5 O Q Q 4 5 I B Q I � A6 351-011 7'-0"± 2'-611 1 3'-4 1 /211 3,-5„ ( 8'-9"± - I W2 (N) Egress Windo W9 • N 8' CLG c' (N) Study (N) Porch 11'-0' x 9'-11/2"± 8'-9"± x 9'-6 1!2"t Tile Fir Hardwood Fir D8 8' CLG (N) Master Bea, 8' CLG _ Co 14'-1 "x 12'-8112"± 1 Hardwood Fir 8'-6"' CLG (N) Crwal Space Access 30" x 24" —1 3 7 D3 -p D 8' CLG ClosetCD N X 5'-1011 5'-4 1/2" 7'-31' 8' CLG _ X - (N) Bed Room #2 Window w/ tempered glass D7 r `J r- D4 Tile Fir ( Hardwood Fir (,> w P,Master 8' CLG / �? 11'-6"± x 12-4"± Bath I cn r .._ _ 8'-6, CLG o, , _ (N) Attic Space Access Closet 24" x 30" min. z` Q� 2 Tub And Shower r ._ U m _ " • .—. J to U bo . Zo AV CL r N W 1 � _ L _ 00 5'-10" 2'-8" v N :_:D8 (R) Family 8' CLG �p O A N A6 I Shower e Closet ' '� `•~� " D4 (N) Bath tv_ N Tile Fir 1 —'— 8' CLG o REF I — ----- W — — — — — — — 0 3'-4 1/2" T-0" 2'-a" w I ` 2'-4" 6'-6" 1'-0" 4'-0" 6'-0" 8' CLG i - I (N) Dining � b N ( _ 1 I Hardwood Fir ! to 9'-0" uG. (R) Kit hen DW 3 J J U U / Hardwood Fir oo 00 r _.—... .. ........ e' cLG ........ _ (E) Bed Room #1 .r m m W6 i 11'-6"± x 12-9"± _.I _ _ _ _ _ . � i.. __ _� _ (N) 1'-0" step in Hardwood Fir =, ceiling: TYp• , n o 'Jo CLG,` a W _ WSH' � � ,- _ DYR 3 2- ! j (N) Attic Space Access 2 30" x 24" / t9 D8 I_ _ _ _ Closet 8' CLG Half Sath D7 w N ; 4'-7" 12'-7" T-0" 3'-6' tzx6-G"t r O ! _ � w 3 --- — — v 8' CLG O_ 112" per 5' I _ floor slope (N) Crwal Space Access 30" x 24" clo�� (R) Living N `< 11'-10"± x 16'-1 "± 8' CLG _.8"-CLv Hardwood Fir N / - CLG _.... ........,... (NN'Entni........_... ............ ...... _.... .. .. . 91CLG "3 \ i / (N) Electical Fireplace W (N) Garage I o D'1 \ Slab on Grade MATCH (E) CLG �. 1+ I+ A D9 (N) Porch 1'-6" 4,_0„ ai = T-2" x 5-10"± 9' CLG _-- - B ; W1 = L A6 (N) Bay window w/ seat at 24" above the FFL 2'-511 2'-511 -M (N) FLOOR'. PLAN 12'-011 (N) 4" x 4" PT post at (N) Porch, typ - (N) 42" high PT wood railing per Owner's choice rn Ul I+ PLOT PLANS CHECKED BY 12015 plANTUNG DE T. DATE. [{�gypp7�q�yt F1,I.YIf. Ii C.Y A• Window w/ tempered glass rA A6 2 (N) 18" Roof Overhang I I— ------ =--------------------- I I I I I (N) ROOF AT GARAGE AT PORCH 12 12 �5 5 MATCH GARAGE (N) ROOF PLAN 1Z_ DOWN SPOUTS — — AS READ. I I I I I (N) Skylight, 36" x 24", Confirm locations w/ Owner. I ( I I I N (N) CLASS A COMPOSITE ROOF 12 15 (N) Sun tunnel, ± 14" diameter, typ. u.n.o. Confirm locations w! Owner. \ Approx location of 3"x 22" screened eve vents @ altenate blkg 100 sq in Dormer Vents @ < 3' below ridge level GI Gutter O/ 2 x Facia -2 (N) 18" Roof Overhang RI General Notes See Site Plan on Sheet Al. See Wall legend on Sheet A2. See Schedule of doors and windows on Sheet A4. See Elevations on Sheet A4 & A5 See Exterior finish specifications on Sheet A3. See Sections on Sheet A6. See T24 Calcultaions on on Sheet T24. See Electrical Layout Plan on Sheet E1. See Structural Plans and Details on Sheet S1-S5. 2 Garage attached or less than 3 ft from dwelling shall be separated from the dwelling unit and its attic area by minimum 1/2 -inch gypsum board applied to the garage side (R304.6). CUPERTINO Building Depatrent -1 `�. 1AIN 2 2015 - VIEWED FOP, C CDE COMPLIANCE Reviewed By: REVISION DATE 0 Master Bedroom Window Size, Porch 1 /13/15 Framing and Ceiling Levels revised 2Q Plan Check Comments 8/11 /14 Q Plan Check Submittal 7/16/14 No. Revision/Issue Date ���tiSStO/yq w t C77,273 SEEMA SHENVI 408-996-7456 FLOOR AND ROOF PLANS ADDITION & REMODEL FOR Mr. PRASHANTH TELANG 10445 BYRNE AVE. CUPERTINO, CALIFORNIA- 95014 Project Sheet Date A3 Dec 2013 Scale 1 /411 = 1' M E CV CV CV - X M_ T.P. E T.P. L v) X (n U E > X _ UJ L_ o- M oo 00 z cU M — T.O.S_F. " min to 14" max Verify at site 1( a, (N) Stucco Finish (N) Stone Veneer 5.0' (N Garage (N) Setback (N) FRONT/ EAST ELEVATION 5.0' J (E/N) Setback Im "q ft-g�,Orr, bb�mpwp--P� (N) 4" wide Foam Trim kIV) I I udu - I L 11111 1, RIZPC:I — r. r 0 1 1 iaA New Addition (N) REAR/ WEST ELEVATION z 2 (N) Class A, 50 Year Composite roof 12 pitch 5 New Addition Mh gfi Ir_rrn Finish 250 Line 5.0' (E/N) Setback (N) garden window 5.0' (N) Setback at Garage ' high line at R Verify at site SCHEDULE OF DOORS: DOOR TYPE SIZE DESCRIPTION D1 5'-0" x 6'-8" Ext dbl wd panel door D2 2'-8" x 6'-8" See Note 1 below 2 D3 2'-6" x 6'-8" Embossed panel wd door D4 2'-4" x 6'-8" Embossed panel wd door D5 2'-2" x 6'-8" Embossed panel wd door D6 214" x 6'-8" Bi-fold door D7 2'-4" x 6'-8" Pocket door D8 3'-0" x 6'-8" Insul Stl door w/ glass panel D9 16'-0" x 7'-0" Garage door D10 4'-0" x 6'-8" Sliding Closet door ' All doors shall be of Owner's choice. Note 1 : Door D2 shall be equipped with 1-3/8" thick solid wood door, solid or honeycomb core steel doors, 20-minute fire -rated door with self -closing and self -latching mechanism. SCHEDULE OF WINDOWS: WINDOW TYPE* SIZE DESCRIPTION W1 7'-0" x 5'-0" Bay window W2 5'-0" x 4'-0" Dbl glazed slider with screen W3 2'-0" x 3'-0" Dbl glazed slider with screen W4 3'-0" x 2'-0" Tamper proof sliding with screen W5 6'-0" x 4'-0" Garden window W6 1'-6" x 1'-6" Fixed glazed window W7 1'-6" x 5-0" 2 Single hung window, See Note 1 below. W8 1'-6" x 6-8" Fixed Glazed window W9 5'-0" x 2-0" Double Glazed slider with screen Header height is 6'-8", Match Existing. * Windows shall be of Owner's choice. * Contractor shall field verify window dimensions. 2 Notes for Egress Windows: a) Minimum net clear openable dimension of 24 inches in height (R310.1.2). b) Minimum net clear openable dimension 20 inches in width (R310.1.3). c) Minimum net clear openable dimension of 5.7 square feet in area. Grade floor openings shall have a minimum net clear opening of 5 sq ft (R310.1.1). d) The bottom of the clear opening shall not be greater than 44 inches measured from the floor (R310.1). 2 Note 1 : Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge is within a 24-inch (610 mm) arc of the door in a closed position and whose bottom edge is less than 60 inches (1524 mm) above the floor or walking surface shall be tempered. (CRC308.4) EXTERIOR FINISH SPECIFICATIONS: 1. Roof material: Class A - 50 Year Composition Shingles, match existing match (E) color. 2. Fascia: 2x Fascia, see eave detail, typical. Color: Match existing. 3. Gutters 26 gauge G.S.M. gutters, typical Color shall match fascia. 4. Downspouts: 26 gauge G.S.M. downspouts prime and paint downspouts to match adjacent color 5. Flashing: 26 gauge flashing and counter flash all penetration at roof 4" min. lap, 6" min. side lap. Paint to match adjacent color, where exposed, with, 1 st coat #1722 Kel Guard galvanized iron primer, 2nd coat #1240 Acry Shield acrylic flat finish. 6. Stucco Siding: Match existing, uno. Color: Match existing, uno. General Dotes See General Notes on Sheet Ala. See Specifications on SI leet Al a. See Wall legend on Sheet A2. See Schedule of doors snd windows on Sheet A2. See Floor Plan & Roof Flan on Sheet A3 See Exterior finish specifications on Sheet A2 See T24 Calcultaions or on Sheet T24. See Electrical Layout Plan on Sheet El. See Structural Plans anA Details on Sheet S1- S5. 2Q Plan Check Commen s 8/11 /14 0 Plan Check Submitta 7/16/14 No. Revision /Issue Date R ID y .- tC772 73 1 I r1, r t ` EXP. C SEEMA SHENVI 408-996-7456 (N) EAST & WEST ELEVATIONS ADDITION & REMODEL FOR Mr. PRASHANTH I ELANG 10445 BYRNE AVE. CUPERTINO, CAtif=t)�ZICA-95014 ;Jiff#inn De,r Project Sheet REV EVf_C, Date Jan 2014 Scale 1/4" = 1' _------I/—_ (N) Ridge Line d- Co �- C w w 1 00 (E) T_O.S.F_ 611 min to1411 max Verify at site New Addition 12 pitch 5 (N) Class A, 50 year Composite roof ll�Nw 00 (E) Home (N) Stucco Finish (N) SIDE/ NORTH ELEVATION u u'1 -Z 12 5 pitch D C New Porch IIV/ %.2LU',k U 1 11 1101 1 41-011 New (E) Home New New Addition Garage Porch (N) SIDE:/ SOUTH ELEVATION ROOF SPECIFICATIONS: 1. SPECIFICATION: 50 years Class 'A' composition roof 2. COLOR: Match existing 3. UNDERLAYMENT: 40 lb felt or better 4. APPLICATION: As per manufacturer's specification DOOR AND HARDWARE SPECIFICATIONS: 1. As selected by owner. 2. Use 1-1/2 pair hinges on 6'-8" doors 3. Door stops shall be purchased and installed by contractor as selected by owner. 4. Master Bedroom and all bathroom shall have privacy locks. 1 GYPSUM BOARD SCHEDULE: 1. Use 1/2 " Gyp. Bd. at all interior walls, Typical, U.N.O. 2. Use 5/8 " Gyp. Bd. at all ceilings, Typical, U.N.O. 3. Use 5/8" Gyp. Bd. Type 'X' at inside face of all exterior walls, Typical, U. N.O. 4. Gyp. Bd. shall have rounded corners. Notes: All Gyp Bd. shall be screwed Alternate: Edge nail & screw @ Field; verify with General Contractor. T.P. _ (E) T.P. u- M ry S w }' X = W _I 0 c� G (E) T.O.S.F. 611 min to 14" max Verify at site General Motes See General Notes on S ieet Ala. See Specifications on St eet Ala. See Wall legend on Sheet A2. See Schedule of doors and windows on Sheet A4. See Floor Plan & Roof Flan on Sheet A3 See Exterior finish speci :ications on Sheet A4 See Sheet A4 for notes not shown. See T24 Calcultaions or on Sheet T24 . See Electrical Layout Pl;in on Sheet El. See Structural Plans and Details on Sheet S1- S5. 2 j Plan Check Commen s 8/11 /14 0 Plan Check Submitta 7/16/14 No. Revisior/Issue Date _`_'-, C77273 rn rrt Exp, 1✓� s, \C: Vim. 0F SEEMA SHENVI 408-996-7456 (N) NORTH & SOUTH ELEVATIONS ADDITION & REMODEL FOR Mr. PRASHANTH "ELANG 10445 BYRNE AVE �_ J1= `' z rry CUPERTINO, CALIFORNlk 95014 �-?I.adding, Dena a Project''L Date April 2014 A5 Scale 1/411 = 1' IN C, ,T LL z w > f= W > W I_' c (n _ DO W Q T.O.S.F. BUILDING SECTION — — — — — — T.P. LL C:J Cro LU W > z U Cf) +I Q W 00 d' t T.O.S.F. (Match Exist) FOR DRIVEWAY, SLOPE ANC DRAIN SEE CIVIL DRAWINGS v U wo side Setback ;N) 3 Coat 7/8" Stucco, painted w/ 2 layers of grade D paper CDX Plywd sheathing 2x4 Studs @ 16" o.c. R-13 F.G. insulation 1/2" gyp bd finish, painted rawings N) 3 Coat 718" Stucco, painted w/ 2 layers of grade D paper 'DX Plywd sheathing 2x4 Studs @ 16" o.c. :1-13 F.G. insulation 1/2" gyp bd finish, painted General Notes See Site Plan on Shee-1 Al. See Wall legend on ShE !et A2. See Schedule of doors and windows on Sheet A4. See Floor Plan & Roof Flan on Sheet A3 See Elevations on Sheet A4 & A5 See Exterior finish specifications on Sheet A4 See T24 Calcultaions o i on Sheet T24 . See Electrical Layout P an on Sheet E1. See Structural Plans ar d Details on Sheet S1- S5. 2Q Plan Check Comment s 8/11 /14 iQ Plan Check Submittal 7/16/14 No. Revision /Issue Date SS/(>� 4p P R. SI. !� C7727• Cz 1 �tCip I=XP. \r. r c SEEMA SHENVI 408-996-7456 SECTIONS ADDITION & REMODEL FOR Mr. PRASHANTH THLANG 10445 BYRNE AVE. CUPERTINO, CALIFORNIA- 95014 x ,� -�; k Project i �.__ _ G Sheet � _ Y � r Date March 2014`�'� Scale 1 /4" = 1' GENERAL NOTES: STREET IMPROVEMENT AND STEVENS CREEK BLVD w Q 0 1. THE ENGINEER ASSUMES NO RESPONSIBLITY BEYOND THE ADEQUACY OF HIS DESIGN CONTAINED HEREIN. 2. THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR WORKING CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL NOT BE LIMITED TO NORMAL WORKING HOURS. WORK SHALL NOT BEGIN UNTIL ADEQUATE TEMPORARY BARRICADES, BARRIERS, FENCES, WARNING, AND CONTROL DEVICES ARE IN PLACE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE ANY EXISTING IMPROVEMENTS SUCH AS CURB AND GUTTER, PAVEMENT AND FENCES, OR UNDERGROUND UTILITIES DAMAGED BY THE CONTRACTOR OR THEIR SUBCONTRACTORS OR MATERIAL SUPPLIERS, TO THE SATISFACTION OF THE CITY ENGINEER AND OWNER OF THE DAMAGED EXISTING IMPROVEMENTS. 4. EXISTING STRIPING, MARKINGS, PAVEMENT MARKERS, LANDSCAPING, IRRIGATION, CURBS, SIDEWALK, ETC. DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED IN KIND AT THE CONTRACTOR'S OWN EXPENSE. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR REQUIRED 'INSPECTIONS AND SHALL PROVIDE NOTIFICATION 48 HOURS IN ADVANCE TO THE CITY INSPECTOR, CITY ENGINEER, SOILS ENGINEER, AND ANY OTHER REQUIRED PUBLIC AGENCY. 6. THE CONTRACTOR SHALL MAINTAIN INGRESS AND EGRESS OF PRIVATE PROPERTY ADJACENT TO THE WORK THROUGHOUT THE PERIOD OF CONSTRUCTION. 7. THE CONSTRUCTION CONTRACTOR AGREES, IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THE CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. 8. EXCAVATIONS SHALL BE ADEQUATELY SHORED, BRACES AND SHEETED SO THAT THE EARTH WILL NOT SLIDE OR SETTLE AND SO THAT ALL EXISTING IMPROVEMENTS OF ANY KIND WILL BE FULLY PROTECTED FROM DAMAGE. ANY DAMAGE RESULTING FROM A LACK OF ADEQUATE SHORING, BRACING AND SHEETING, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL EFFECT NECESSARY REPAIRS OR RECONSTRUCTION AT HIS OWN EXPENSE. WHERE THE EXCAVATION FOR A CONDUIT TRENCH, STRUCTURE AND/OR BORING OR JACKING PIT IS FIVE FEET OR MORE IN DEPTH, THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING, SHORING AND BRACING OR EQUIVALENT METHOD, FOR THE PROTECTION OF LIFE OR LIMB, WHICH SHALL CONFORM TO THE APPLICABLE CONSTRUCTION SAFETY ORDERS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. THE CONTRACTOR SHALL ALWAYS COMPLY WITH OSHA REQUIREMENTS. 9. ALL GENERAL NOTES, SHEET NOTES, AND LEGEND NOTES FOUND IN THESE DOCUMENTS SHALL APPLY. TYPICALLY THROUGHOUT IF INCONSISTENCIES ARE FOUND IN THE VARIOUS NOTATIONS, NOTIFY THE ENGINEER IMMEDIATELY IN WRITING REQUESTING CLARIFICATION. 10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND ALL SUBCONTRACTORS TO CHECK AND VERIFY ALL CONDITIONS, DIMENSIONS, LINES AND LEVELS INDICATED. PROPER FIT AND ATTACHMENT OF ALL PARTS IS REQUIRED. SHOULD THERE BE ANY DISCREPANCIES, IMMEDIATELY NOTIFY THE ENGINEER FOR CORRECTION OR ADJUSTMENT. THE EVENT OF FAILURE TO DO SO, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTION OF ANY ERROR. 11. THE LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE RESPECTIVE UTILITY COMPANIES AND AFFECTED AGENCIES FOR VERIFICATION OF LOCATION AND DEPTHS OF EXISTING UTILITIES. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT (800) 227--2600 FOR LOCATION OF UNDERGROUND UTILITIES AT LEAST TWO WORKING DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 12. CONTRACTOR TO SUBMIT TO CITY TRAFFIC CONTROL PLAN, DESIGNED AND STAMPED BY A REGISTERED TRAFFIC OR CIVIL ENGINEER IN THE STATE OF CALIFORNIA TEN DAYS PRIOR TO LANE CLOSURE IN ACCORDANCE WITH THE LATEST ADDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS AND STANDARD PLANS. 13. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL SAFETY AND TRAFFIC CONTROL REQUIRED ON EXISTING STREETS DURING CONSTRUCTION. 14. THE CONTRACTOR AND/OR HIS SUBCONTRACTORS SHALL PREVENT THE FORMATION OF AN AIRBORNE DUST NUISANCE ON THE SITE AT ALL TIME DURING CONSTRUCTION AND UNTIL FINAL COMPLETION. TO MITIGATE THE IDENTIFIED AIR QUALITY IMPACTS, THE FOLLOWING MITIGATION MEASURES ARE/WILL BE INCORPORATED INTO THE PROJECT: A. DUST GENERATED ON THE PROJECT SITE SHALL BE CONTROLLED BY SELECTIVE WATERING OF EXPOSED AREAS, EXPECIALLY DURING CLEARING AND GRADING OPERATIONS. B. PAVING SHALL BE COMPLETED AS SOON AS IS PRACTICAL TO REDUCE THE TIME THAT BARE SURFACES AND SOILS ARE EXPOSED. IN AREAS WHERE CONSTRUCTION IS DELAYED FOR AN EXTENDED PERIOD OF TIME, THE GROUND SHALL BE REVEGETED TO MINIMIZE THE GENERATION OF DUST. C. STREET SWEEPING SHALL BE CONDUCTED TO CONTROL DUST AND DIRT TRACKED FROM THE PROJECT SITE ONTO PUBLIC STREETS. CUPERTINO GRADING NOTES: 1. APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER AND/OR CONTRACTOR OF THE RESPONSIBILITY FOR THE CORRECTION OF MISTAKES, ERRORS OR OMISSIONS CONTAINED THEREIN. IF DURING THE COURSE OF CONSTRUCTION OF THE IMPROVEMENTS, PUBLIC INTEREST REQUIRES A MODIFICATION OF/OR A DEPARTURE FROM THE CITY OF CUPERTINO SPECIFICATION OR THESE IMPROVEMENT PLANS, THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE MANNER IN WHICH THE SAME IS TO BE COMPLETED, AT THE SOLE EXPENSE OF THE OWNER AND/OR CONTRAACTOR. 2. CONTACT PUBLIC WORKS, (408) 777-3104, FOR INSPECTION OF GRADING, STORM DRAINAGE, AND PUBLIC IMPROVEMENTS. 3. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. 4. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING THE AREA, ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. 5. THE CONTRACTOR SHALL REVIEW STD. DETAIL 6-4 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. 6. UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS SOIL. 7. A WORK SCHEDULE OF GRADING AND EROSION & SEDIMENTATION CONTROL PLAN SHALL BE PROVIDED TO THE CITY ENGINEER BY AUGUST 15. NO HILLSIDE GRADING SHALL BE PERFORMED BETWEEN OCTOBER 1 TO APRIL 15. 8. ALL NEW ELECTRICAL SERVICE (POWER, PHONE, AND/OR CABLE) SHALL BE UNDERGROUNDED. 9. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION. 10. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS. 11. PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC WRIGHT OF WAY, THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT. CITY ENGINEER'S SIGNATURE APPROVED BY: TIMM BORDEN DIRECTOR OF PUBLIC WORKS RCE 45512 EXP. 12/31 /14 &IM11- DATE LL_-7RADING & DRAINAGE PLANS FOR CUPERTINO, CPJ CITY OF CUPERTINO GENERAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (LATEST EDITION, AS AMENDED), STANDARD PLANS (LATEST EDITION, AS AMENDED), AND CITY OF CUPERTINO STANDARD DETAILS. THE CONTRACTOR SHALL PERFORM THE WORK DESCRIBED IN THE SPECIFICATION, AND AS SHOWN ON THE DRAWINGS, AND TO THE SATISFACTION OF THE CITY ENGINEER. 2. APPROVAL OF THESE PLANS SHALL NOT RELEASE THE OWNER OR CONTRACTOR OF THE RESPONSIBILITY FOR CORRECTIONS OF MISTAKES, ERRORS, OR OMISSIONS CONTAINED THEREIN. IF DURING THE COURSE OF CONSTRUCTION OF IMPROVEMENTS, PUBLIC INTEREST REQUIRES A MODIFICATION OF/OR A DEPARTURE FROM THE CITY OF CUPERTINO STANDARD DETAILS OR THESE IMPROVEMENTS PLANS, THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE MANNER IN WHICH THE SAME IS TO BE COMPLETED, AS THE SOLE EXPENSE OF THE OWNER OR CONTRACTOR. 3. APPROVAL OF THESE PLANS BY THE CITY ENGINEER IS ONLY FOR PUBLIC RIGHT-OF-WAY IMPROVEMENTS (INCLUDING STORM DRAIN IN THE RIGHT OF WAY), AND NOT FOR WATER, SEWER OR DRY UTILITIES. IT IS THE DEVELOPER'S/OWNER'S RESPONSIBILITY TO COORDINATE REVIEWS AND APPROVAL FROM EACH OF THE UTILITY COMPANIES, AND TO PROVIDE APPROVAL LETTERS AS REQUESTED. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THE APPROVED PLANS OR THE LATEST REVISED PLANS ARE FURNISHED TO ITS SUBCONTRACTOR, AND TO ENSURE THE LATEST APPROVED PLANS ARE ONSITE AT ALL TIMES DURING CONSTRUUCTION. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CUPERTINO PUBLIC WORKS INSPECTOR TWO (2) WORKING DAYS PRIOR TO REQUIRING AN INSPECTION. CALL (408) 777-3104 TO SCHEDULE PUBLIC WORKS INSPECTIONS. 6. CONSTRUCTION AREA TRAFFIC CONTROL DEVICES SHALL BE INSTALLED PRIOR TO BEGINNING OF WORK.UBLIC WORKS INSPECTIONS. 7. NOTIFY CITY OF CUPERTINO TRAFFIC SIGNAL MAINTENANCE FOR INSPECTION OF TRAFFIC SIGNAL FACILITY FOUNDATION EXCAVATIONS AT (408) 777-1366, TWO (2) WORKING DAYS PRIOR TO POURING ANY CABINET OR SIGNAL FOUNDATIONS RELATING TO THE JOB. 8. THE CONTRACTOR SHALL LOCATE UNDERGROUND FACILITIES IN THE AREA OF WORK. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT 811 TWO (2) WORKING DAYS IN ADVANCE OF ANY WORK FOR LOCATION OF THE UNDERGROUND FACILITIES. 9. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED AND BACKFILLED BEFORE PLACEMENT OF THE BASE MATERIAL AND SURFACE STRUCTURES. IF UTILITIES ARE TO BE INSTALLED SUBSEQUENTLY, A WRITTEN NOTIFICATION FROM THE AFFECTED UTILITY COMPANY INDICATING ITS COMMITMENT TO BORE OR TUNNEL SHALL BE SUBMITTED TO THE CITY ENGINEER BEFORE PROCEEDING WITH THE WORK. UNDERGROUND UTILITIES, EXCEPT STORM DRAINS AND SANITARY SEWERS, SHALL NOT BE PERMITTED IN PAVEMENT AREA, WITH THE EXCEPTION OF STREET CROSSINGS, UNLESS APPROVED BY THE CITY ENGINEER. 10. ALL WATER LINES, VALVES, HYDRANTS, AND APPURTENANCES THERETO INSTALLED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE THE PROPERTY OF THE WATER UTILITY COMPANY. 11. STORM DRAIN LINES INSTALLED AS PART OF THE WORK ON THESE PLANS SHALL BE CLEARED OF ALL DEBRIS AND OBSTRUCTIONS PRIOR TO FINAL ACCEPATANCE. 12. ALL TRENCH BACKFILL, FILL AREAS, AND BASE MATERIAL SHALL ATTAIN A MINIMUM 95% RELATIVE COMPACTION, FOR TYPICAL TRENCH SECTIONS, EXCEPT FOR SANITARY SEWERS, REFER TO THE CITY STANDARD DETAILS. 13. THE DEVELOPER SHALL PAY ALL COSTS FOR MISTURE-DENSITY CURVES (CALIFORNIA TEST NO. 216E) AND ANY OTHER TESTS REQUIRED BY THE CITY ENGINEER DURING STREET CONSTRUCTION. 14. TREES, ROOTS AND FOREIGN MATTER IN EXISTING OR PROPOSED RIGHT-OF-WAY SHALL BE REMOVED TO A DEPTH OF TWO (2) FEET BELOW SUBGRADE AND DISPOSED OF PER CALTRANS STANDARDS. IN THE CASE OF LIVE TREE TREE ROOTS FROM CITY STREET TREES, CONTRACTOR SHALL COPNTACT THE CITY FOR FIELD OBSERVATION PRIOR TO REMOVING TREE ROOTS. 15. TRENCH PLATES IN THE TRAVELED WAY SHALL BE TRAFFIC RATED, PROPERLY SECURED AND SHALL BE RECESSED UPON THE REQUEST OF TEH DIRECTOR OF PUBLIC WORKS. 16, ALL TRENCHES LOCATED WITHIN 5' OF THE EDGE OF PAVEMENT (ie. CURB, LIP OF GUTTER, EDGE OF PAVEMENT, ETC.) SHALL BE REPAVED TO THE EDGE OF PAVEMENT. 17. ALL NEW PAVEMENT SHALL MATCH THE EXISTING PAVEMENT SECTION., A MINIMUM PAVEMENT SECTION OF 3" AC/6" CLASS II AB IS REQUIRED. 18. EXISTING PAVEMENT THAT IS REMOVED OR DAMAGED SHALL BE REPLACED AS REQUIRED BY THE CITY ENGINEER. 19. MANHOLE FRAMES AND COVERS SHALL BE BROUGHT TO FINISH GRADE PRIOR TO FINAL SIGNOFF. 20. FIVE (5) WORKING DAYS PRIOR TO INSTALLING PERMANENT STRIPING, THE CONTRACTOR SHALL CAT TRACK THE STRIPING AND REQUEST REVIEW OF THE CAT TRACKS BY THE CITY TRAFFIC ENGINEER. THE CITY ENGINEER SHALL HAVE THE RIGHT TO MAKE CHANGES IN THE LOCATION OF THE ALIGNMENT OF TRACFFIC STRIPES, PAVEMENT MARKINGS, AND PAVEMENT MARKERS. 21. CONCRETE FOR USE IN ALL STRUCTURES SHALL CONFORM TO CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS SECTION 90. DROP INLETS, SIDEWALKS, CURBS AND GUTTERS SHALL CONTAIN 590 LBS. OF CEMENT PER CUBIC YARD AND SHALL ATTAIN A MINIMUM STRENGTH OF 3,000 PSI IN 28 DAYS. 22. DROP INLETS SHALL BE CONSTRUCTED CONFORMING TO CITY STANDARDS DETAILS UNLESS OTHERWISE NOTED ON THE PLANS. DROP INLETS SHALL BE INSTALLED CONCURRENT WITH THE CONSTRUCTION OF CURB AND GUTTER "NO DUMPING FLOWS TO THE BAY." PLAQUE SHALL BE INSTALLED ON THE CURB ADJACENT TO ALL INLETS. 23. A MINIMUM THICKNESS OF FIVE (5) INCHES OF CONCRETE SHALL BE REQUIRED FOR COMMERCIAL DRIVEWAY APPROACHES AND FOUR (4) INCHES FOR RESIDENTIAL. THE DRIVEWAY APPROACH SHALL BE INSTALLED CONCURRENT WITH THE CONSTRUCTION OF THE CURB AND GUTTER. 24. ONE POUND OF DISPERSING BLACK SHALL BE MIXED WITH EACH CUBIC YARD OF CONCRETE AT THE BATCH PLANT. 25. CITY STANDARD STREET LIGHTS SHALL BE INSTALLED AS REQUIRED BY THE DIRECTOR OF PUBLUIC WORKS, AND SHALL CONFORM TO THE CITY STANDARD DETAILS AND NOTES. DURING CONSTRUCTION OPERATIONS, TEMPORARY STREET LIGHTING SHALL BE PROVIDED AS NECESSARY TO ENSURE PUBLIC SAFETY. TEMPORARY STREET LIGHTS SHALL BE INSTALLED AT THE DISCRETION OF, AND TO THE SATISFACTION OF, THE DIRECTOR OF PUBLIC WORKS. 26. CITY STANDARD STREET MONUMENTS SHALL BE CONSTRUCTED AT THE LOCATIONS SHOWN ON THE PLANS OR AS DIRECTED BY THE CITY ENGINEER. 27. NEW CITY STANDARD STREET MONUMENTS AND OTHER PERMANENT MONUMENTS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BEFORE ACCEPTANCE OF THE IMPROVEMENTS BY THE THE CITY ENGINEER. ATTENTION IS DIRECTED TO SECTION 8771 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE FOR THE REQUIREMENTS CONCERNING SURVEY MONUMENTS. EXISTING SURVEY MONUMENTS SHALL BE LOCATED AND REFERENCED BY OR UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER PRIOR TO CONSTRUCTION OPERATIONS, AND A CORNER RECORD OR RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY SURVEYOR OF THE COUNTY OF SANTA CLARA, EXISTING SURVEY MONUMENTS SHALL BE RESET TO FINISH GRADE, AND A CORNER RECORD OR RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY SURVEYOR OF THE COUNTY OF SANTA CLARA PRIOR TO THE RECORDING OF THE CERTIFICATE OF COMPLETION FOR THE PROJECT. 28. CONSTRUCTION SURVEY STAKES OR MARKS (CONTROL STAKES) TO ESTABLISH LINES AND GRADES SHALL BE SET BY THE CONTRACTOR'S SURVEYOR OR ENGINEER. 29. NOTIFY THE CITY INSPECTOR TWO (2) WORKING DAYS IN ADVANCE OF REQUIRING SERVICES FOR CHECKING FIELD STAKING. THREE (3) COPIES OF THE CUT SHEETS SHALL BE FURNISHED TO THE CITY INSPECTOER. 30. GRADING OF LOTS SHALL BE COMPLETED AS DETERMINED BY THE CITY ENGINEER, AS SHOWN ON THE PLANS, AND SHALL FOLLOW REQUIREMENTS AND STANDARDS AS SET FORTH IN THE CITY STANDARD GRADING AND DRAINAGE NOTES. 31. DEMOLITION OF SEPTIC TANKS SHALL CONFORM TO SANTA CLARA COUNTY ENVIRONMENTAL HEALTH DEPARTMENT REGULATIONS. WORK SHALL BE DONE PRIOR TO CONSTRUCTION. -N BLACKBERRY FARM GOLF COURSE PROJECT SITE VICINITY MAP NOT TO SCALE o co -m s5 m m ALMADEN m SAN FERNANDO AVE DOLORES AVE O McCLELLAN RD ABBREVIATION A.B. AGGREGATE BASE LF LINEAL FEET AC ASPHALT CONCRETE MAX. MAXIMUM AD AREA DRAIN MH MANHOLE BC BEGINING OF CURVE MIN. MINIMUM BM BENCHMARK MON MONUMENT BW BOTTOM OF WALL (N) NEW CB CATCH BASIN NO. NUMBER C & G CURB AND GUTTER N.T.S. NOT TO SCALE CL CENTER LINE OG ORIGINAL GROUND CO CLEAN OUT P.S.E. PUBLIC SERVICE EASEME� T CONC CONCRETE PL PROPERTY LINE CY CUBIC YARD P.P. POWER POLE DI DROP INLET P.U.E. PUBLIC UTILITY EASEMEN­ D.I.P. DUCTILE IRON PIPE P.V.C. POLYVINYL CHLORIDE EA. EACH R RADIUS EC END OF CURVE R.C.P. REINFORCED CONCRETE FIPE EL ELEVATIONS R/W RIGHT OF WAY EP EDGE OF PAVEMENT SD STORM DRAIN E EXISTING SHT. SHEET FF) FINISHED FLOOR SPEC. SPECIFICATION FG FINISHED GRADE SS SANITARY SEWER FH FIRE HYDRANT STA. STATION FL FLOW LINE STD. STANDARD GB GRADE BREAK TC TOP OF CURB GE GROUND ELEVATION (CURRENT) TEMP. TEMPORARY HORIZ HORIZONTAL TW TOP OF WALL HI. PT. HIGH POINT TYP. TYPICAL INV. INVERT ELEVATION V.C. VERTICAL CURVE JB JUNCTION BOX VCP VITRIFIED CLAY PIPE JT JOINT TRENCH VERT. VERICAL J.P. JOINT UTILITY POLE WM WATER METER LEGEND EXISTING PROPOSED DESCRIPTION BOUNDARY LINE S - SS SANITARY SEWER LINE SD SD STORM DRAIN LINE W W WATER LINE STREET LIGHT PG&E PG&E PG & E VAULT wv WV WATER VALVE ® CURB CATCH BASIN O SDMI-I O SDMH STORM DRAIN MANHOLE 0 SSMH 0 SSMH SANITARY SEWER MANHOLE 0 SSCO O SSCO SANITARY SEWER CLEAN -OUT BENCHMARK - 200 - - 200 CONTOUR LINE �♦ FLOW DIRECTION x 21.16 x 21.16 SPOT ELEVATION O MON °0 MON MONUMENT 0 DS Q IDS DOWNSPOUT BENCHMARK: BENCHMARK #99 TOP OF CURB AT THE CENTERLINE OF CATCH BASIN, 30 FEET EAST OF CENTERLINE OF BYRNE AVENUE AND 40 FEET SOUTH OF MCCLENLLAN ROAD. ELEVATION=367.97' (NGVD 29) BASIS OF BEARINGS: THE BEARING "NORTH" OF THE MONUMENTED CENTERLINE ;LINE" OF BYRNE " 4PERT AVENUE AS SHOWN ON TRACT MAP 139, FILED IN BOOK 4 �F :_MAPS AT aili td E?e} Y PAGE 43, SANTA CLARA COUNTY RECORDS. SHEETINDEX �� C-1 C-2 C-3 C-4 DESCRIPTION COVER SHEET TOPOGRAPHIC MAP & HORIZONTAL CONTROL STREET IMPROVEMENT GRADING & DRAINAGE z O 0 w w 0 z UV) z>_ LLJ bV) z `� 0 0 z v W co Z � O�Noov Ur w z z w o¢ ^� z Z M0 0 ow L u Z C -,4- Z w U US Y . .. 50541 m RENEWAL DATE: 06-30-15 7k `ram CIV1�- �Q qrF OF' CMOFC�C, DATE: 8/1 /14 ry O �- Q Z ui Z Z Lli U > wC.9QO >QL1Jz 0 z_ Z F" Q n }- L1J ® CO CL 1-0�U L11LIJ O �z_Ir- U) Q @,�4TE: 8/1/14 w CALE: AS NOTED DESIGNED BY: RW DRAWN BY: RW SHEET NO m USE 7" LONG #4 DOWEL Lu DRILL HOLES, BRUSH, BLOW CLEAN, AND SET DOWELS IN EPDXY. p HALF OF EX. S/W THICKNESS USE 7" LONG #4 DOWEL NEW EX. DRILL HOLES, BRUSH, BLOW CLEAN, - AND SET DOWELS IN EPDXY. It 10' DEDICATION TO R ° NEW S/ EX. S/ EX. CITY OF CUPERTINO ° . B FACE -OF -CURB (F/C) 4 -6 5 -0 20 z ° 3» (-" p a 2 MIN d 6" I NEW STD. S/W PLANTER STRIP cn . -►� 4" 24" . O.C. ° NEW S N/ � EX. S W � � ° 3" 3" -� 3'� i"� I PER DET. 1-19 ui A raw--F/c • -f 11 NEW C/G EX. CURB & GUTTER (C/G 6„ 6„ ° • CONFORM TO EX. SEW S/.W' EX. SIDEWALK (S/W) � 3„ PAVEMENT S/W TO S/W IFEXISTINGSIDEWALK IS LESS THAN 3 THICK, USE 6" DEEP X 12" WIDE P.C.C. KEY WITH NEW L/G B C/G TO C/G EX. LIP -OF -GUTTER (L/G) 2%MAX. SAW CUT 2%IN. Z DOWEL CONNECTION. (TYP.) (E} AC U Ir PLAN VIEW SECTION A -A PLAN VIEW SECTION B-B NO SCALE NO SCALE NO SCALE NO SCALE (E) AC PAVEMENT z o 2' WIDE AC STRIP (MIN.) DOWEL CONNECTIONS NEW STD. A2-6 C/G 8" DEEP LIFT IF REQUIRED BY THE CITY, GRIND EX. PAVEMENT 2" MIN. z N.T.S. PER DET. 1-16 TO PROVIDE A SMOOTH TRANSITION TO EX. PAVEMENT. O � TACK WITH OIL ALL EXISTING SURFACES, INCLUDING LLJ ,,, M �, VERTICAL EDGES. o2 n `` W ooN�� Z r E -mICV NDo0 v W Z Z W Q O �--� �-. � z Z O c W W w JQv>z TYPICAL HALF STREET SECTION BYRNE AVENUES J ¢� xz �J ^ Q N / NOT TO SCALE STREET TREE NOTES: 04 SEE C-4 FOR ON -SITE GRADING & DRAINAGE AND DRIVEWAY 1. STREET TREE TO BE INSTALLED BY THE CITY. UPON Q RpFESS/ °Nq� PROJECT COMPLETION, CONTRACTOR SHALL CONTACT THE o Y NEW SEWER CLEANOUT PER ono CITY AT (408) 777-3269 TO ARRANGE FOR TREE �y F DISTRICT REQUIREMENTS x�o �359.20 NEW STREET BARRICADE INSTALLATION. x' rho II 1 PER DET. 2-2 - N W RELOCATE EX.. � x NEW S/W PER �° p W W® R METF 50541 rn DOWEL PER DETAIL. `�� ti BW �'> 6Q i � L DET. 1- �G � �,`O, ^,`� �G �� BW BW 9 ,`§� x g UNDERGROUNG EX. OVERHEAD ELECTRICAL UTILITIES (POWER, RENEWAL DATE: 06-30-15 ABOVE (TYP.) o 3 00 �o o� �6 362.4 �' 01 _x 'ry O _ 0 00. 361.69 ,\� x a CABLE &TELEPHONE) `� o `' o ST c � \P q 1 V 1 Ix STD. A2-6\ C/G :. ° ° . °,�,° , ° �, :: CONC WALK o , agEW S/W zs1.7r a^� �� e ° '� °' ... �a� S/W / DATE: 8/1 /14 ti PER DET. 1- ° ° a a . ��' \ ° • �� ° ° PP PROVIDE TEMPORARY h �. e , 41 �� o �o ° . .. D/W ° PATH TO WALK +� 8.33% �o �� �� D/W �p<o �11 _: e; •' MAsVSLOPE AV L GRAVEL ��O ��`' 1L`O C/G ° _ .d• .. ° i� ate. 5 9.65 S=0 04-� PROVIDE AC CON E FORGE AC o S=0.025 �o -- Tc :cf) °.' ° S=0.0324 -� x \ CITY OF CUPERTINO N L E NOTE N0. 17 ��' C /G � �� S=0.03 �o��� �o��h \ \ AC REMOVE E.K. CONC \ M x 36 .0 \ x 361.59 x 361.15� x 360.77 _ EDGE 358.77 OF PAVEMENT AC o WITHIN PLANTER o x36 •17 \ o SSMH x358.95 x358.19 x357.17 O AREA II N \ �� �, �360.18 LL SS SS SS SS SS SS S n AC Clt BYRNE AVENUE Q z W �4+00 \ 5+00 �QZ) x 363.75 3+50 x 363.12 :i=0.027 -�- x 362.47 x 362.21 x 361.80 S=0.03-► x 361.31 x 360.98 S=0.04-+- 4+50 � x 359.46 x 358.62 S=0.035 x 357.49 J - I �60.29 W o- W U 3 Ld 0 LJLLJ 3 G >' O N �W U M N O I WOf U �QWz O (n a� O �_ Z 3� ¢� z M ii ^ hiLLJm +wwo c� N G2 a Ir a z (n z `t o 3N z o n/ 0, h o co M K) h� h h a M 06 PO')1O') co M ^^ n W F- 00 11 II m N � M FV-J Ong IJJI o II II to �+d' FU-J �_j LL. Q (U zi3n W J NO) (D " 1-: w 7 W W N M M II I- 06 � U ¢ M ice- J M II + •d' �-'O) W PLAN WC) z 0 5 10 20 Q U Q SCALE: 1" = 10' (D 3+50 4+00 4+50 5+00 370 M 3 - ; 70 (- z 3 � h W O ?<�O uj LiJ flj O U a W f7 f7 O �•'••• G\ (o cV M M II II F- ENrn CA fry W zo `z W 365 MwW + EX. CROWN (CA) J��X ojjho W `t oM `65 _ � �' o 1•+') Q IU- N tom) 1.6. -- _ S=0.027 --.- ---- d' � 0 0 in 3 3� ) W - -_ - __ - S=0.025 - --- -- - - _ _ ---- - - - ---- .f t- J X w N O� h (o 360 EX. L/G ITC/FL) _ - - wry (`' W w Ldwoo h d Lo u "� :60 1 W iZ_- N NEW L/G (TC/FL) _- -___ __ - - _ _ __ -' _'- _ - - oc29 E- aww � fry T •-- - v FUTURE L/G (TC/F) S=0.03 -. - _ - - - -- - 3 e 1' ff Eke 355 i d 7t I :,55I, ditto %espy w W U H J X M E •yx�a ,del . +z .._ DATE: 8/1114 w -' SCA'E1`: -i� "40TED 350 " h `M `M t< r, ax 5(fi}. C�SIGND°B': RW w w J DRAWN BY: RW SHEET NO. H: 1" 1 C=3 V: 1 5' l it p -ql2(l tq 2 4 5 _p1 e4 f�5 i / � J e4 (N) Study \-(N)PorCh dwood Fir (T Mister Bedroom F 8' CLG s fir±x 9 s 1/2"± ! 8' CLG CLG �t \49$ $ I 1Z Ts ------------- - �F I Closet \ /IMF F\ ❑ Iz\� I 1 e- p6 ` �'ti `� II (N) Bed Room #2 �:�Ifa49 1 � I { I`� Closet i t TUB AND SHOWER Cf F F \ / 0 (N) Family \ 2/ jCloset %` snowar EfF �F —wo 15aot e2 1+ \ ........ FP 3 $2$ REF ------ _—____ — — — — — IffF —_ffF 0 F CV / F (N) Dining I t $ I k (N) Kit h n 8' CLG DY1f I t t I J , ' I m2 /� 8'CLG -, (N) Bed-Ro m #1 (� L_ p1 p5 ==ter �F m4 �F �F \�\ �I t6�CLG I II / 1 _4 — 1 1 q I 1 I WSH DYR 9. $ l � t � / p7 F / e4 M` m1 1 2Ha1 Closet Pa. w 2 \ 3'-6"t pc6-0"t I o \ e5 it / 8' CLG �— \ t I: O F `__CTF F \\ 1/2"perfootF 1 floor slope i Closet I\ (N) Living I � t J 8'CL/G / / 8' (ZLG (N) Entry \ 8' CLG �� T-5" t x 5-9" t r I (N) Garage ` '�'F\ \ � � F �z Slab on Grade MATCH (E) CLG ' —~ J F e2 rn \\ (N) Porch 10' CLG e4 (N) FIRST FLOOR PLAN ELECTRIC OUTLET ET" AND Leave installation ire- LIGHT FWURS LOCATE MIN1h41, NI 30' x 30- (762 rrlM, x 762 01M), ACCESS structions attached to the OpENING WIT14IN20'ti6096rnm) LEGEND: unit- (Per ection."30 .1) OF FURNACE. E0EXCEPTION: BE 2' x 3- (559 mrx 7 e2 mm"t PROVIDED LARGEST PLEOE OF EoUiPMEtk T CAN BE 20" ruin. height CBC12€ 9-2 Existing wall to be removed. REMOVED LIGHT SWITCH CBC [ 7 9 Existing wall to remain. 20' ?6096- rnm) MAX, ELECTRIC REQUIREMENTS Owl w (762 ATM) M1Nx . Furnacc re uircid to be on New 2 x 4 studs CD16n o.c., UNO separate circuit and hard MINIMUM 30`X 3C' WORK- wlr€:d. CEC : 22-12 0 Existing or n€%v "Romex„ ATTIC ING PLATFORM SECURED FURNACE IN PLACE (304.0) P&rre- gufreal if mace can be .sarviceo' 30" X (762 mill X 762 m ) r amst be protected 6 it ttorrl MIN, setlttle hole - tarn awes$ opening. 9 Verify n1ax. circuit ampacit), r_.... �......� ..• MINIMUM 2V (610 m) WIDE SOLID FLOORING FROM. For your model. 15 amp or ACCESS OPENING TO 20 a. mp FURNACE WORKING PLATFORoa ELECTRIC SYMBOLS FURNANCE IN ATTIC: Duplex wall outlet (120V, 20 A) r e Exist duplex wall outlet (all not shown) Waterproof exterior Duplex wail GFI outlet (120V, 20 A) Ground Fault Circuit Interrupter (GFI) outlet 0 Ceiling Fixture per Owner's choice $ Light fixture switch (piano type) Light fixture switch -two way (piano type) Light fixture switch - three way (piano type) g Y (P Y Light fixture dimmer switch -two way (piano type) Wall mounted exterior Light Fixture WH Wall mounted High Efficiency interior Light Fixture 1� '�'F Wall mounted screwable fluorescent Light Fixture 0 Recessed IC, AT rated Light Fixture @ceiling 2 0 H Recessed IC, AT rated Light Fixture @ ceiling with High Efficiency. OF Recessed IC, AT rated Light Fixture @ ceiling with screwable fluorescent bulb ® Combination smoke and Co Detector (hard wired with battery back up) Ceiling exhaust fan (low noise) D ar ON Ceiling heat lamp Television/Ethernet/Internet wall outlet Telephone wall outlet Switch controlled wall mounted flood Light Fixture Remote Controlled, multiple speed, 54" ceiling fan without light fixture ' Remote Controlled, multiple speed, 54" ceiling fan with light fixture Existing floor register (all not shown) ® Existing/new return air e1 _X F F e1 Electrical Panel to be upgraded to 200 amps to meet code requirements. e2 Wall Mounted Light Fixture as per Owner's choice in all bathrooms. Fe-31 Contractor to coordinate with Owner to provide outlet for Incinerator and Water Purification System. e4 Furnish and install light fixture with motion sensor with integral photocontrol. e5 Contractor to provide ethernet connection line entry at roof level. ELECTRICAL / MECHANICAL NOTES: All electric construction shall be performed by a California licensed contractor an shall be in accordance with the latest National and Local prevailing codes and as per local Agency's requirements. See Detail 5/S3 for wiring and plumbing holes through framing. All existing electrical outlets, switches & fixtures are not shown. Contractor shall coordinate with the owner and modify them, if required, in accordance with the applicable codes. Contractor shall coordinate and install all new circuits on new panels per their usages. Contractor shall submit the amperage requirements to the City for approval prior to construction. Contractor shall calculate total amperage load and coordinate with the City and local Electric Company for appropriate Pole -to -House connection, etc.; and shall be per requirements of the Electric Company and the City. The Circuit Breaker/ Panel Box shall be replaced,if required, to accommodate additional requirements as per the Codes, Electric Company and the City. All materials shall be minimum of UL -listed approved quality. Contractor shall coordinate all electrical material supply, fixture sizes, types, color, etc. with the owner prior to bid and purchase. Contractor shall also coordinate exact locations of all wall mounted and ceiling mounted fixtures, recessed lightning fixtures, etc. with Owner prior to construction. All wall mounted or ceiling mounted fixtures shall be installed from firmly attached 2x blocking blocks from framing or from the framing. All Smoke Detectors shall be electric type with battery back ups, located and installed as per City's requirements. Install a dedicated 20 AMP circuit to serve the required bedroom outlets. This circuit shall not supply to any other receptacles, lights, fans, etc. All receptacles, lights, outlets shall ebb Arc Fault Circuit Interrupter type. All mechanical work shall be performed by California licensed contractor. Shown duct is schematic only. Main duct from FAU and all new ducts shall be of appropriately sized for required load per codes. Connect existing /new laterals and return ducts leak proof as per codes. All ducts shall be insulated and secured in place. All floor, wall and ceiling registers shall be located per codes. 2 Main Supply Water line shall be 1 1/4" dia min. Prior to bid, Contractor shall verify existing main water line and meter. If deficient, Contractor shall coordinate with local and the City for 11/4" service meter and building supply line. All required plumbing work will be per codes. (N) Tankless Water Heater will service (R) Kitchen, (N) Laundry Area and (N) Half Bath. All exposed hot water lines in the closet and attic spaces shall be insulated. Hot water pipes shall be as per code requirement. All exposed hot water lines in the closet and attic spaces shall be insulated. Provide 2' x 3' Crawl Space Access and (N) Attic space access. Contractor shall coordinate location with owner. Provide lighting fixture and switch in the attic. Provide lighting fixture and switch in the attic. p1 Coordinate with Owner to provide faucet with cold water connection. p2 Coordinate with Owner to provide cold water connection for sprinkler system. pg Coordinate with Owner to provide cold water connection to refrigerator. FP-4-1 Coordinate with Owner to provide Laundry hookups. 2 2 p6 Provide and install Tank less water heater (8 Gal/min min.) as per Owner's choice. FP-7-1 Install Gas Dryer 18" min above garage floor. m1 FAU in Attic, Contractor to coordinate location with Owner. Any vents for flue gas should be located and exit the roof on the N-W corner of the Unit. m2 AC Compressor Unit location, AC System capacity to be 90,000 BTU. m3 Provide and Install Remote controlled garage door of Owner's choice. m4 Coordinate with Owner to Install Exhaust fan over gas powered Cooking Range. ADDITIONAL NOTES: 1. Arc fault circuit interrupter, AFCI shall be provided to serve all circuits for all rooms except garage, kitchen and bathrooms. Provide outlet with AFCI at closet across Master Bath. 2. All outlets, including exterior outlets shall be tamper resistant for all 125 Volts, 15 and 20 Amp receptacles for all areas. 3. Provide at least two circuits dedicated to dining room, kitchen, countertop outlets. 4. Provide electrical outlets at new addition such that no section of the wall is not more than 24" from an outlet. 5. Provide Florescent lighting in all bathrooms and Kitchen 6. Grounding Electrode: Provide UFER at panel location: Option 1. (1) 20' long # 4 reba placed 3" above bottom of footing and extend above top of footing a min. of 6". Option 2. (1) 20' length not smaller than # 4 bare copper wire clamped at end of line to bottom rebar with an approved weaver clamp and extend above top of footing un-spliced to panel. C z 7.a) Cooling units located in the attic shall have an additional watertight pan of corrosion -resistant metal installed beneath the cooling coil or unit top to catch the overflow condensate due to a clogged primary condensate drain, or one pan with a standing overflow and a secondary drain may be provided in lieu of the secondary drain pan. (CMC 309.2) b) Single -wall metal pipe shall not be used as a vent in dwellings and residential occupancies per CIVIC 8Q2.1.3. z 8.,a) Water closets shall have an average water consumption of not more than 1.28 gallons per flush. (Calgreen 4.303.1.1) b) Shower heads shall have a water flow not to exceed 2.0 gallons per minute. (CalGreen 4.303.1.2) c)The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. (CalGreen 4.303.1.4.4) d)The maximum flow rate of residential lavatory faucets shall not exceed 1.5 gallons per minute at 60 psi. (CalGreen 4.303.1.4.1) 2 9.'a) Shower compartments and walls above bathtubs with installed shower heads shall be finished with a smooth, nonabsorbent surface to a height not less than 72 inches (6 ft). (CRC R307.2) b) The maximum hot water temperature discharging from the bathtub and whirlpool bathtub filler shall be limited to 120 degrees Fahrenheit. The water heater thermostat shall not be considered a control for meeting this provision. (CPC 409.4) c) Showers and tub -shower combinations shall be provided with individual control valves of the pressure balance, thermostatic, or combination pressure balance/thermostatic mixing valve type that provide scald and thermal shock protection for the rated flow rate of the installed showerhead. (CPC 408.3) 2. 10 At least one 20 amp branch circuit shall be provided to supply laundry receptacle outlets. Such circuits shall have no other outlets. (CEC 210.11 (C)(2)) General Notes See General Notes on , Sheet Ala. See Conditions of Approval on Sheet Ala. See T24 details on Sheet T24. See Architectural Plans and D Mails on Sheet Al-A6. See Structural Plans and Deta Is on Sheet S1-S5. FX Plan Check Commer is 8/11 /14 No. Revisior /Issue Date '`)- ES )'10 , i C77273 ! SEEMA SHENVI 408-996-7456 FLOOR AND ROO = PLANS ��� • • •'7 Mr. PRASHANTH rELANG 10445 BYRNE AVE. "UP! P CUPERTINO C9 CIA-95014 1 eu vuilding Project Sheet *K + cLf 6-CF. L,s� Dote June 2014 Scale 1/411 = 1' CFI R-PRF-01 Page 5 of B CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Fbme: 12:46, Thu, Aug 14, 2014 Calculation Description: Title 24 Analysis Input File Name: 0140462 Shenvi Residence.xmi CFI R-PRF-01 Page 1 of 8 CERTIFICATE -OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation patefPme: 12:46, Thu, Aug 14, 2014 Calculation Description: Title 24 Analysis Input File Name: 0140462 Shenvi Residence.xmi OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 Construction Name Surface Type Framing Total Cavity R-value Assembly layers Roofing: Light Roof (Asphalt Shingle) Above Deck insulation - no insulation - AttiC Roof Cons Attic Roofs 2x4 Top Chord of Roof Truss @ 24 in. O.C. no insulation - Roof Deck: Wood Siding/sheathing/decking Cavity: - no insulation - inside Finish: - select Inside finish - Floor Surface. Carpeted Concrete Fill: - no concrete fill - Floor Deck: Wood R-0 Floor Crawlspace Floors Over Crawlspace 2x12 @ 16 in. O.C. - no insulation - on -lsheathing/decking Cavity: - no insulation - Sheathing/insulation: - no sheathing/insul. - Exterior Finish: - select finish - inside Finish: Gypsum Board Sheathingrinsulation: - no sheathingfinsuf. - R-0 Wall Exterior Walls 20 @ 16 in. Q.C. no insulation (vertical)- Cavity: - no insulation (vertkal) - Sheathingrinsulation:. - no sheathing/insul. - Exterior Finish: Wood Siding/sheathingloa ng x .� . < ,� •� y •. ��. 3'�' � �� Attic Floor. - no attic floor- R 19 Roo f Attic - ` Ceain s etow awc)'... 9 " ZR4<:(g� 4 to ;m "R 19 r Cavity: R 19 - no sheslhing7insut. - .. IS heathinglnsulat+on Inside Finish: Gypsum hoard >. -Floor Surface: Carpeted T, Concrete Fill. - no concrete till - "' ` Floor Deck: Wood Sidingfshoathing/dooWng R-19 Floor Crawlspace Floors Over Crowdspace 2x6 @ 16 in. O.C. R 19 Cavity: R 19 Sheathingltnsulation: - no sheathingrnsul. - Exterior Finish: - select finish - Inside Finish: Gypsum Board Sheathingllnsulation: - no sheathinghnsul. - R-13 Walll Exterior Walls 2x4 @ 16 in. O.C. R 13 Cavity: R 13 Shesthing/lnsulation: - no sheathingrnsul. - Exterior Finish: Wood Sidinglsheathingldecktng Attic Floor. - no attic floor - R-30 Roof Attic Ceilings (below attic) 2x4 @ 24 in. O.C. R 30 Cavity: R 30 Sheathingtnsuiation -no sheath/ngrnsui. - lnside Finish: Gypsum Board Registration Number: 214-A0075268A-000000000.0000 Registration Datefrime: 2014-08-14 13:11.08 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-08012014-595c CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Datefllme:12:46, Thu, Aug 14, 2014 Calculation Description: Title 24 Analysis Input File Name: 0140462 Shenvi Residence.xml HERS Provider: CaICERTS inc. Report Generated at 2014-08-14T12:49:56 CFi R-PRF-01 Page 6 of 8 WATER HEATING SYSTEMS at 02 03 04 05 06 Name Distribution Type Number of Heaters Solar Fraction (%) Status Verified Existing Condition DHW Sys 1 Pipe Insulation, All Lines 1 Annual Altered No WATER HEATERS 01 02 03 04 05 06 07 08 Name Hester Element Type Tank Type Tank Volume (gal) Energy Factor or Efficiency Input Rating Tank Exterior Insulation R-value Standby Loss (Fraction) DHW Sys I Natural Gas I Small instantaneous 0 0.84 EF 185000-Stuihr 0 0 WATER HEATING - HERS VERIFICATION 01 021. 03 04 05 06 07 Name pipe Insulation " " Parallel Piping Compact Distribution Point -of Use Recirculation with Manual Control Recirculation with Sensor Control DHW Sys 1nla r ;� IYit D'T �a' r` :;" nla nla nla ` a HVAC SYSTEMS 01 02 i .#?Os r* OS ... +.>t)8 07 08 09 Heattr�ytem' Cooling System Distribution Fan Floor Area Verified Existing Name System Type Name . Ducted Name Ducted System System Served Status ConditionHVAC Other Heating and Heating Yes Cooling Yes Air Distribution HVAC Fan 18451 Altered No Systeml Cooling System Component 1 Component I System 1 1 HVAC. HEATING SYSTEMS 01 02 03 Name Type Efficiency Heating Component 1 CntrlFumace - Fuel -fired central furnace 95 AFUE HVAC -COOLING SYSTEMS 01 02 03 04 05 Name System Type Efficiency EER SEER HERS Verification Coding Component 1 SplitAirCond - Split air conditioning system 11.87 14 Cooling Component 1-hers-coot Registration Number: 214•A007526BA-000000400.00W Registration Date/Time: 2014-08-1413*11,08 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-08012014-595c CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 12A6, Thu, Aug 14, 2014 Calculation Description: Title 24 Analysis Input File Name: 0140462 Shenvi Residence.xml HERS Provider: CaICERTS inc. Report Generated at 2014-08-14T12:49:56 CFIR-PRF-01 Page 7 of 8 HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Cooling Component 1-hers-000t Required 350 Required Required Not Required HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 08 Insulation Supply Duct Return Duet Verify Existing HERS Name Type Duct Leakage R-value Location Location Bypass Duct Status Condition Verification Air Distribution Air Distribution Ducts located in Sealed and tested 6 Attic Attic None Altered No System System I unconditioned attic 1-hers-dist HVAC DISTRIBUTION -HERS VERIFICATION 04 05 06 JrVerified Duct Design Name ' �` Duc"i"eaJcagissiftcation 'iYCtLoakaTargetfs VeirifiedDuctLocatton Return SuPPIY Air Distribution System 1-hers-dlst _ a 1 -' HVAC - FAN SYSTEMS & HERS VER►FiCATION 01 02 03 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 Required Registration Number: 214-A0075268A-000000000.0000 Registration Date/rime: 2014-08-14 13:11:08 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-08012014-595c CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 12:46, Thu, Aug 14, 2014 Calculation Description: Tide 24 Analysis Input File Name: 0140462 Shenvi Residence.xmi HERS Provider: CaICERTS Inc. Report Generated at 2014-08-14TI2:49:56 CFIR-PRF-01 Page 8 of 8 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. t certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: ce'6 a Nicholas Bignardi Company. Signature Date: FRI Energy Consultants, LLC. 2014-08-14 12:57.02 Address: CEA/HERS Certification Identification (If applicable): 21 N. Harrison Ave, Suite 210 City/State0p: Phone: Campbell, CA 95008 408-866-1620 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and.peiformance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part I and Part 6 of the California Code of Regulations. 3. The building design features orsyst features identified.ontl)(s O rt ftcate o1;,Cpritpliar�ce are poasist, ith the information provided on other applicable compliance documents, erifoicexneitt foiaPpimral it�t this �Rg l3armi[ application. worksheets, calculations, plans and ns subm ed to #tie agency Responsible Designer Name: - S t Res nslble0e Signature M Seema Shen:ri��' R " Company: Date Signed: . Seema Shenvi 2014-08-1413:11:08 Address: License: 10445 Byrne Ave F c77273 City/State/Zip: Phone: Cupertino, CA 95014 1 408-996-7456 Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document, and in noway implies Registration Provider responsibility for the accuracy of the information. Regi ion Num 214-AO075268A-400000000-0000 Registration Date/Time: 2014.08-1413:i1:08 HERS Provider: CBICERTS inc, Building Energy EfficiNCY Standards - 2013 Residential Compliance Report Version - CFIR-08012014.595c Report Generated at 2014.08-14T12:49:56 .. z7 ce 7 GENERAL INFORMATION 01 Project Name Residential Building 02,- Calculation description Tille 24 Analysis 03 Project Location 10445 Byrne Avenue 04 CA City Cupertino 05 - Standards Version Compliance 2014 06 Zip code 95014 07 Compliance Manager Version BEMCmpMgr 2013-2 (595c) 08 Climate Zone CZ4 09 Software Version EnergyPro 6.2 10 Building Type Single Family 11 Front Orientation (degfCardinal) 90 12 Project Scope Addition and/or Alteration 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (FT2) 1845.1 iS Number of Zones 2 16 Slab Area (FT2) 0 17 Number of Stories 1 18 Addition Cond. Floor Area 715.5 :' : ; ": 19 Natural Gas Available Yes 20 Addition Stab Area (FT2) 0 21 Glazing Percentage (%) 14.7% COMPLIANCE RESULTS 01 t P rfo Building Complies wi0? Campute e � cat k' � 02 This building Inca ,- y Les features t ell. ""0166 field tes n c a certitYed NERD rater.under the supervision of a CEC-approved HERS provider. 03 This building incorpgrates ort,ot mone;Sp' `" 1 Fe.M ttitoYr{ ENERGY USE SUMMARY 04 : ' 05 06 07 0$ Energy Use (kTDVR't2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 29.38 22.86 6.52 22.2% Space Cooling 9.88 8.68 1.20 12.1% IAQ Ventilation 0.00 0.00 0,00 0.0% Water Heating 13.99 9.57 14.42 31.6% Photovoltaic Offset --- 0.00 0.00 - TOTAL $3.25 41.11 12.14 22.8% Registration Number: 214-A0075268A-000000000-0000 Registration Date/Time: 2014-OB-1413:11:08 HERS Provider: CaICERTS ft. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-08012014-595c Report Generated at 2014-08-14T12:49:56 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFiR-PRF-01 Project Name: Residential Building Calculation Date/Time: 12:46, Thu, Aug 14, 2014 Page 2 of 8 Calculation Description: Title 24 Analysis input File Name. 0140462 Shemri Residence.xmi REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Non-standard roof reflectance PROJECT HERS FEATURES The following are projectdevel features that must be field -verified as a condition for meeting the modeled energy performance for this computer analysis. These, plus any additional HERS features listed in the building components tables below requre field verification by a certified HERS Rater. Check the individual building component sections below for any required HERS verification requirements. BUILDING FEATURE INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (eft) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Residential Building 1845-1 1 3 2 0 1 ZONE INFORMATION' 01 -- 02 _ .. 03 fl4 ;' 05 06 07 " r' AoorArea A Cettin Zone Name Tine T , , `� .� HVAG stem N ..T� (itz} ��` Height le. Water Heating System i Water Heating System 2 1STFloor C`oriditioned �-�}(VAGSjrsteYni - =It296 $�� DHW Sys 1 1STFloor Addition . Condttiorted HVAC Systeml 715.5 8 DHW Sys 1 Registration Number: 214-AO07526SA-000000000-M Registration Date/rime: 2014-08.1413:11:08 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-08012014-595c CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation DatefTtme: 12:46, Thu, Aug 14, 2014 Calculation Description: Title 24 Analysis Input Fite Name: 0140462 Shenvi Residence.xmi HERS Provider: CaICERTS Inc. Report Generated at 2014.08-14TI2:49:56 CFi R-PRF-01 Page 3 of 8 OPAQUE SURFACES 01 02 03 04 as 06 07 08 09 10 Name Zone Construction Azimuth Orientation Gross Area (fie) Window or Door Area (ft2 ) THt(deg) Status Verified Existing Condition Front Wall 1ST Floor R-0 Wall 90 Front 64 33.5 90 Existing No Leff Wall IST Floor R-0 Wall 180 Left 160 64.1 90 Existing No Right Walt 1ST Floor R-0 Wall 0 Right 320 41 90 Existing No Roof IST'Floor R-19 Roof Attic 1290 Existing No Raised Floor IST Floor R-0 Floor Crawlspace 1400 Existing No Front Wall 2 1 ST Floor Addition R-13 Walli 90 Front 96 35 90 New NIA Left Wall 1ST FloorAdcadon R-13 Waal 180 Left 204 21 90 New N/A Rear Wall 1ST Floor Addition R-13 Wa01 270 flack 280 30 90 New NIA Right Wall 2 IST FloorAdditbn ' - R-13 Walll 0 Right 204 47.5 90 New NIA Roof 2 -1ST Floor Addition R-30 Roof Attic 715.5 New NIA Raised Floor 2 tST Adsiuon R 1& Ciewlspace -, ., .�z " 715.5 New NIA z � ATTIC s, 01 =(112 ., T ;. "- 03 Qs : 05 06 09 10 11 6a� Verified Roof Roof Radiant Existing Name Construction Roof Rise Reflectance Emittance, Barrier Cool Roof Status Condition Attic Attic Roof Cons 4 0.1 0.85 No No Existing No Registration Number: 214-A0075268A-000000000-0000 Registration Date/Time: 2014-08-1413:11:08 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-08012014-595c CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation DateMme: 12:46, Thu, Aug 14, 2014 Calculation Description: Title 24 Analysis input File Name: 0140462 Shenvi Residencs.xml HERS Provider, CaICERTS Inc. Report Generated at 2014-08-141"12:49:56 CFIR-PRF-01 Page 4 of 8 WINDOWS 01 02 03 04 05 1 06 07 08 09 10 11 Name Side of Building Width(ft ) Height (ft) Multiptie r Area (ft2) U-factor SHGC Exterior Shading Status Verified Existing Condition French Door New Front Wail -- -- 1 33.5 0.29 0,29 New NIA Window Left Wall - -- 1 24.0 0.28 0.25 New N/A Window 2 Left Wall -- 1 20.1 0,28 0.25 New NIA French Door Left Wall - - 1 20.0 0.29 0.29 Now NIA Window Altered Right Wall -- -- 1 20.0 0.28 025 Altered NIA Window New Right Wall - -- 1 21.0 0.28 0.25 New NIA Window 3 Front Wall 2. - - 1 35.0 0.28 0.25 New WA Window 4 Left Wall 2 - - 1 21.0 0.28 0.25 New NIA Window 5 Rear Wall -- -- 1 30.0 0.28 0,25 New NIA French Door 2 RighttNall2 -- -_ 1 20.0 0.29 0.29 New NIA Windaw 6 „' �„ Ftigt Wa112 :- 0 28 0.25 New NIA Registration Number: 214-A0075268A-000000000.0000 Registration Date/Time: 2014.08-1413:11:08 HERS Provider: CaICERTS Inc, CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-08012014-595c Report Generated at 2014-08-14T12:49:56 " NV I� NCB �- 1 4� C3YI�N AVM N U� 21 N (Tarr i son Avenue, Su ito 210 D rC PI�P,,TINo, C-\ 9�014 , Campbell, Car 9�5?008 Phone: -408 -8G 6 -16 20 Fax: 408 -8C 6 -6 8� 2 RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name Shenvi Residence Building Type m Single Family Q Addition Alone O Multi Family 10 Existing+ AdditiontAfteration Date 811412014 ' A dress ProJ eCt d 10445 Byme Avenue Cupertino California EnergyClimate Zane CA Climate Zone 04 Area nAe Total Co d. Floor t 1,845 Addition 716 # f nits oU INSULATION Construction Type Area Cavity ff Special Features Status Floor Wood Framed wlVrawl Space - no insulation 1,400 Existing an 405 Wall Woad Framed - no insulationExisting Roof Wood Framed Attic R 19 1,290 Existing Demising Wood Framed R i3 i Existing Floor Wood Framed wXravd Space R 19 716 New well Wood Framed R 13 651 New Roof Woad Framed Attic R 30 716 New FENESTRATION Total Area: 272 Glazin Percentage: 14.7 % New/Altered Average U Factor 0.28 ' efin Shades s Exterior S Status v hen Std Orientation A rea ifz U -Far SHG C Q er Front (E) 33.5 0.290 0.29 none none Bug Screen New Left (S) 65.1 0.280 0.26 none none Bug Screen New Left (S) 20,0 0.290 0.29 none none Bug Screen New Right (N) 20.0 0.260 0.25 none none Bug Screen Altered Right (N) 48.5 0.280 0.25 none none Bug Screen New Front (E) 35.0 0.280 0.25 Wane none Bug Screen New Rear (lM 30.0 0.280 0.25 Wane none Bug Screen Neva Right (N) 20.0 0,290 0.29 none none Bug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Coolie Min. Eff Thermostat Status 1 Central Furnace 95°6 AFUE Split Air Conditioner 14.0 SEER Setback Altered HVAC DISTRIBUTION Location Heating Duct Coolie Duct Location R: Value Status HVAC System Ducted Ducted Attic 6.0 Altered WATER HEATING Qty, Type Galtons Min. Eff Distribution Status f Instant Gas 0 0.84 All Pipes Ins Altered Ene Pra 6.2 b Ene Soft User Number. 1315 RunCode: 20f4 08.14712:31;14 1D: 0140462 Page 3 of 7 MANDATORY MEASURES SUMMARY: Residential (Page 1 of 3 MF-1 R Project Name Shenvi Residence Date 811412014 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of - DD r F- -1R F-IRA o C ofCo Compliance CF C the compliance approach used. More stringent energy measures listed on the Certificatep ( 1 R ALT Form) shall supersede the items marked with an asterisk (") below. This Mandatory Measures Summary shalt 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-1R Form with plans. Building Envelope Measures: 110.E a 1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §110.6(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U-Factor, certified Solar Heat Gain Coefficient SGC a infiltration that meets therequirements of 10-111 (a). H and infiltrato t a 110.7: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and seated. 110.8 a : insulation s ecified or installed meets Standards for Insulating Material. indicate type and include on CF-2R Fort. f 1 0.8 i when the manta o 1 the requirements §110.8(i): The thermal emitance and solar reflectance values of the coot roofing maiertal meats q § ( ) installation of a Coal Roof is specified on the CF-1 R Form. - r. ceiling orequivalent U facto in w wood -frame ce - A lions insulation o0 -3 R 19 for Additions/Alterations) 1 : Minimum R 0 50 0 a 150.0 b : Loose fill insulation shall confonn with manufacturer's installed design labeled R-Value. - tor. equivalent U far ' l wood -frame wall R -19 in 2x6 ore u • ' ' - n 2x4 wood ra e Minimum R 13 insulation 150.0 C M m " 150.0 d ; Minimum R-19 insulation in raised wood -frame floor or equivalent U-factor. 150.0 : Air retarding wrap is tested labeled and installed according to ASTM E1677-95 2000 when specified on the CF-1R Form. 150.0 : Mandatory Vapor barrier installed in Climate Zones 14 or 16. o. vapor §150.0(1): Water absorption rate for stab edge insulation material alone without facings is no greater than 0.3 /o, water apo permeance rate is no greater than 2.0 permlinch and shall be protected from physical damage and UV right deterioration. §150.0(q) Fenestration Products. Fenestration separating conditioned space from unconditioned space or outdoors shall meet the requirements of either Item 1 or 2 below: 1. Fenestration, including skylight products, must have a maximum U-factor of 0.58. shall n 2. The weighted average U-factor of all fenestration, including skylight products, of exceed 0.58. EXCEPTION to Section 150.0(q)l: Up to 10 square feet of fenestration area or 0.5 percent of the Conditioned Floor Area, whichever is reater, is exempt from the maximum U-factor requirement. 150.0 r Solar Read Buildings. Shalt meet the requirements of Section 110.10 applicable to the buildingroject Fireplaces, Decorative Gas Appliances and Gas Log Measures: h 150.0 a 1A: Masonryor factory -built fireplaces have a closable metal or lass door covert the entire opening of the firebox. §150.0(e)1 B: Masonry or factory -built fireplaces have a combustion outside airintake, which Is at least six square inches in area and is equipped with a with a readily accessible operable, and tight -fitting damper and or a combustion -air control device. §150.0(e)2: Continuous burning pilot tights 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 Piumb'n System Measures: - - §110,0-§110.3: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. ' I §110.3(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies mast the air release valve backfiow prevention, pumpisolation valve, and recirculation loop connection requirements of 110.3 c 5. 9 appliances kin s: fen -type central furnaces household cooking 110.5: Continuously burning pilot lights are prohibited for natural gas: (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btulhr are exempt), and pool and spa heaters. 150.0 h : Heats and/or cooling loads are calculated in accordance with ASHRAE SMACNA or ACCA. 150.0 i : Heatin s stems are eaufted with thermostats that meet the setback requirements of Section 110.2(0 . n are externally ' 'm standard federal minimal r than tits fade Y r heaters rated with an Energy Factor no reels h §150.00)1A: Storage gas Ovate a r9Y 9 wrapped with insulation having an installed thermal resistance of R-12 or greater. §150.00)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, EnergyPro 6.2 by EnergySoft User Number. 1315 ID: 0140462 Page 4 of 7 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MFAR Project Name Shenvi Residence 8/t4/2014 §150.00)2A: All domestic hot water system piping conditions listed below, whether buried or unburied, must be insulated per TABLE 120.3-A. I. The first 5 feet (1.5 meters) of hot and cold water pipes from the storage tank. ii. Alt piping with a nominal diameter of 314 inch (19 millimeter) or larger. 11i. All piping associated with a domestic hot water recirculation system regardless of the pipe diameter. iv. Piping from the heating source to storage tank or between tanks. v. Piping buried below grade. vi. All hot water pipes from the heating source to the kitchen fixtures. heating or hot water systems >15 psi, meets the requirements of Standards §150.00)2: Pipe insulation for steam hydronic systems Table 120,3-A. n 150.0 ' 3A: Insulation is rotected from damage, including that due to sunlightmoisture equipment maintenance. and wind. §150.0(j)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. §150.0(m)1: All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of 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-6 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that nts of UL 723.1 f mastic h requirements meets the sealant that 1A 7 UL 181E or aerosolq meets i I requirements the a applicable of UL 1 81 UL 18 0 q PP or tape is used to seal openings realer than 1l4 inch, the combination of mastic and either mesh or tape shall be used §150.0(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed Building cavities and support platforms may air. BuY for conveying conditionedpP P n be used9 sheet metal, duct board or f� shall of xibte duct contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross -sectional area of the ducts. rubber adhesive duct tapes §150.0(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back p unless such tape is used in combination with mastic and draw bands. s fan systems have back draft or automatic d am rs. 150.0 m 7: Exhaust §150.0(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible; manually operated dampers.__ ' h moisture equipment maintenance, and wind §150.0(m)9: Insulation shall be protected from damage, including that due to sunlight, 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. 150.0 m 10: Flexible ducts cannot have porous inner cores. §150.0(n)1: Systems using gas or propane water heaters, whether tank or on -demand, to serve individual dwelling units shall include all the following components : A. A 120V electrical receptacle that is within 3 feet from the water heater and accessible to the water heater with no obstructions; B. A Category III or IV vent, or a Type 8 vent with straight pipe between the outside termination and the space where the water heater i installed', C. 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 assist, D. A gas supply line with a capacity of at least 200,000 Btu/hr. §150.0(o): All dwelling units shall meet the requirements of ANSIIASHRAE Standard 62.2 Ventilation and Acceptable Indoor Air Quality in tow -Ries 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: with then Efficiency Appliance E that complies Y a thermal e fficiencAPp ifi d to have m shall be carte Y system a §110.4(a}: Any pool or spa heating y Regulations, an on -off switch mounted outside of the heater; a permanent weatherproof plate or card with operating Instructions; and shallnot use e teciric restate heating ore slot light nce e suction fit and heats r or dedicated su §710.4(b)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter , and return lines or built-up connections for future solar heating v 110.4 b 2; Outdoor cols ors as that have a heat um or as heater shall 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 programn ad to run only during off -pea 8tectric demand Periods. 150.0 : Residential pool systems orequipment meet thepump sizing, flow rate, piping, filters, and valve re uirements of 150.0 Residential Lighting Measures: §150.0(k)% Installed luminaires shall be classified as high -efficacy or low -efficacy for compliance with Section 150.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-8as applicable. 150.0 k 1C: The watts a of permanentlyinstalled luminaires shall be determined ass specifiedby 130.0 c . 150.0 k 1 D: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency - 20 kHz §150.0(k)1 E: Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no more than rive watts of power per luminaire or exhaust fan as determined in accordance with Section 130.0(c). Night lights shall not be required to be controlled by vacancy sensors. Energyft 6.2 by EnergySoft UserNumber. 1315 ID: 0140462 Page 5 of 7 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF-1R Date Project Name 8/14/2014 Shenvi Residence 150.0 k 1 F: Lighting integral to exhaust fans, in rooms other than kitchens shall meet the applicable requirements of 150.0 k . 150.0 k 2: Ail switchin devices and controls shall meet the requirements of §1 50 0k2. §150.0(k)3: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50 percent high efficacy requirement when all lighting in the kitchen is controlled in accordance with the applicable provisions in Section 150.0(k)2, and is also controlled by vacancy sensors or dimmers. foot of wafts of owe r er linear att more than 20 P §150A(k)4: Permanently installed lighting that is internal to cabi nets shal l use no P illuminated cabinet. §150.0(k)5: Lighting installed in bathrooms shall meet the following requirements: A. A minimum of one high efficacy luminaire shall be installed in each bathroom; and B. All other lighting installed in each bathroom shall be hi h efficacy or controlled by vacancy sensors. §150.0(k)6: Lighting installed in attached and detached garages, laundry rooms, and utility rooms shalt 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 e ficacY,or shall be controlled beither dimmers or vacan cy sensors. EXCEPTION 1: Luminaires in closets less than 70 square feet. EXCEPTION 2: Lighting in detached storage buildingless than 1000 square feet located on a residential site. act 1C b Under writers. cunt insulation ) Y shall be listed for zero clearance cailin s i insulated d into in it s recessed 9 150.0 k 8: Lum a e (} Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the luminaire is airtight with air leakage less than 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 ceilin . §150.0(k)9A: For single-family residential buildings, outdoor lighting permanently mounted to a residential building or other buildings on the same tot 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 n ii. Controlled by a motion sensor not having an override or bypass switch that disables the motion sensor, or controlled by a i motion sensor having a temporary override switch which temporarily bypasses the motion sensing function and automatically reactivates the motion sensor within 6 hours ill. Controlled by one of the following methods: a. Photocontroi not having an override or bypass switch that disables the photocontro►; or b. Astronomical time dock 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 Section 110.9; meets the Installation Certification requirements in Section 130.4; meets the requirements for an EMCS in Section 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. balco nies, and and in for rivets Pa tios, en trances, b porches; §150.0(k)9A: for tow -rise multi -family residential buildings, outdoor lighting p p outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site shall Comply with one of the following oliowin requirements: i. Shall comply with Section 150.0(k)9A, or ii. Shall comply with the applicable requirements in Sections 110.9, 130.0, 130.2, 130.4, 140.7, and 141.0. 1 0.0k96 or 5 ed b Section o regulated ( ) §150.0(k)9: For tow -rise residential buildings with four or more dwelling units, outdoor lighting not g y 1410. 4 140.7 an d 1 2 130. 1 0.0 30. 1 9 3 in Sections 1 0. , requirements Section 150.0(k)90 shall comply with the applicable raga total of eight or more vehicles per site shall §150.0(k)9D: Outdoor lighting for residential parking lots and residential carports with a to g compiv with the applicable requirements in Sections 110.9, 130.0 130.2 130.4, 140.7 and 141.0. §150.0(k)10: internally illuminated address signs shall comply with Section 140.8; OR not Contain ascrew-base socket, and consume no more than five watts of power as determined accordin to 130.0 d . §150.0(k)11: Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for nonresidential garages in Sections 110.9, 130.0, 130.1, 130.4 140.E and 141.0. §150.0(k)12A. in a low-rise multi -family residential building where the total interior common area in a single building equals 20 percent or less of 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. §150.0(k)12B. In a low-rise multi -family 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: i. Comply with the applicable requirements in Sections 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. Energypro 6.2 by F-nergySoft User Number. 1315 ID: 0140462 Page 6 of 7 � lU � 0 z zQ� _z ` ..1. IV V CF 1 R-PRF-01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Page 5 of 9 Calculation DatelTime: 08:53, Tue, Dec 23.2014 Project Name: Residential Building Input File Name: 0140462 Shenvi Residence.xmi Calculation Description: Title 24 Analysis OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 Construction Name - Surftype Framing Total Cavity R-value Assembly Layers Cavity / Framo: no instil, / 2x4 Top Chrd Attic Roois 2x4 Top Chord of Roof no insulation - Roof Deck. Wood Siding/sheathing/decking Attic Roof Cons Truss Q 24 in. O.C. Roorrng: Light Roof (Asphalt Shingle) • Floor Surface: Carpeted R-0 Floor Crawispace Floors Over Crawispace 2x12 @ 16 in. O.C. no insulation - Floor Dock: Wood Siding/sheathing/decking • Cavity/Frame: noinsul,/2x12 • inside Finish: Gypsum Board R-0 Wall Exterior Walls 2x4 a 16 in, O.C. no insulation (vertical) - • Cavityl France: no insut. / 2x4 • Exterior Finish: Wood Siding/sheathing/docking • inside Finish: Gypsum Board R. 19 Roof Attic Ceilings (below attic} 2x4 24 in, O.C. R 19 aver FJty /oor Joists R-9.9 r`nsuL inside Finish: Gypsum Board • Cavity / Frame: R- 19 / 2x4 R-19 Roof Atticl Cathedral Ceilings 2x4 24 in. O.C. R 19 Roof Deck: Wood Sidinglsheathing/decking • Roofing: Light Roof (Asphalt Shingle) • inside Finish: Gypsum Board • Cavity/Frame: R-19/2x8 R-19 Roof Cathedral Cathedral Ceilings 2x8 Q 16 in. O.C, R 19 Roof Dock: Wood Siding/sheathing/decking • Roofing: Light Roof (Asphalt Shingle) Floor Surface: Carpotod R-19 Floor Crawispace Floors Over Crawispace 2x6 @ 16 in. O.C. R 19 : Cov 1)Dock: Frame: d 9+d iZg/s heathing/decking • inside Finish: Gypsum Board R- 13 Wall Exterior Walls 2x4 Q 16 in. O.C. R 13 Exterior Finish.' Wood Siding/sheathingidocking • inside Finish: Gypsum Board R-30 Roof Attic Collings (below attic) 2x4 @ 24 in, O.C. R 30 Cavity / Frame: R-9.1 / 2x4 • Over Floor Joists: R-20.9 instil. • inside Finish: Gypsum Board • Cavity / Frame: R-30 / 2x4 R-30 Roof Athct Cathedral Ceilings 2x4 a@ 24 in, O.C. R 30 Roof Deck: Wood Siding!sheathing/decking Rooting: Light Roof (Asphalt Shingle) Registration Number: 214-A0075268B-000000000.0000 Registration Date/Time: HERS Provider. CaiCEI7TS inc Report Generated at 2014-12-23 08:54A1 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version • CF 1R-12122014.651 CERI iFiCAI E OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD GF 1 R-PRF-01 Project Name: Residential Building Calculation DatefTime: 09:53, Tue, Dec 23. 2014 Page 6 of 9 Calculation Description: Title 24 Analysis input File Name: 0140462 Shenvi Residenco.xmi WATER HEATING SYSTEMS 01 02 03 04 05 06 Name. Distribution Type Number of Heaters Solar Fraction II Status Verified Existing Condition DHW Sys 1 Pipe Insulation, All Lines 1 Annual Altered No WATER HEATERS 01 02 03 04 05 06 07 08 Name Heater Element Type Tank Type Tank Volume (gal) Energy Factor or Efficiency Input Rating Tank Exterior insulation R-valuo Standby Loss (Fraction) DHW Heater 1 Natural Gas Small Instantaneous 0 EF 185000-8twilr 0 0 WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe insulation Parapet Piping Compact Distribution Point -of Use Recirculation Central Recirculation DHW Sys t nia n1a nfa nla n1a nla HVAC SYSTEMS 01 02 03 04 05 06 07 08 09 Heating System Cooling System Distribution Fan Floor Area Verified Existing Name System Type Name Ducted Name Ducted System System Served Status Condition HVAC 5ysteml Other Heating and Heating Yes Cooling Yss Air Distribution HVAC Fan i 1B45.1 Altered No Cooling System Component 1 Component 1 System 1 HVAC • HEATING SYSTEMS 01 02 03 Name Type Efficiency Heating Component 1 CrildFurnace - Fuel -fired central furnace 95 AFUE Registration Number: 214-A00762668.000000000-0000 Registration Date/lime: HERS Provider: CatCERTS mc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF iR-12122014-651 Report Generated at 2014-12.23 08:54:41 CF i R-PRF-01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Page 7 of 9 Calculation OatelTime: 08;53, Tue, Dec 23, 2014 Project Name: Residential Building Input File Name 0140462 Shenvi Residenca.xmE Caicutaton Description: Title 24 Analysis HVAC -COOLING SYSTEMS 05 06 07 01 02 03 04 Efficiency SEER Zonally Controlled Multi -speed Compressor HERS Verification Name System Type EER Cooling Component SpiitNrCond - Split air conditioning 11.87 14 No No 1-hers-cool Cooling Component 1 system HVAC COOLING - HERS VERIFICATION 05 06 01 02 03 04 Verified Refrigerant Verified Airflow Airflow Target Verified EER Verified SEER Charge Name 350 Not Required Required Not Required Cooling Component 1-hers-cool Required HVAC - DISTRIBUTION SYSTEMS OS 09 08 at 02 03 04 05 06 07 Verify Existing HERS Insulation supply Duct Return Duct Location Location Bypass Duct Status Condition Verification Name Type Duct Leakage R valus Air Distribution Air Distribution Ducts located in attic Sealed and tested 6 Attic Attic None Existing t New No System 1_hers dirt SySI@Ri 1 HVAC DISTRIBUTION -HERS VERIFICATION 05 06 11 01 02 03 04 Verified Duct Resign Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Return Supply Name Air Distribution System 1-hers-dist Required 6.0 -- HVAC • FAN SYSTEMS & HERS VERIFICATION 04 01 02 03 Fan Power (Watts1CFM) HERS Verification Name Type 0.58 Required HVAC Fan 1 Single Speed PSC Furnace Fan IAQ (indoor Air Quality) FANS 04 05 Ot 02 03 IAQ Fan Type IAq Recovery Effectivenesa(°A) HERS Yeritication Name IAQ CFM 0 Not Required SFam IAOVentRpt 0 Default Registration Date/Time: HERS Provider. GaiCERt S Inc. Registration Number: 214•A00752688.000000000.0000 Report Generated at 2014.12-23 08:54:41 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version = CFIR-12122014.651 CF t R-PRII CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Page 8 of 9 Calculation pate?Time: U6:53. Tu@, Dec 23, 2014 Project Name: Residential Building Input File Name:0140462 Shenvi Rosidence.xmi Calculation Description: Title 24 Analysis rn``+" ,o a C) ,�4.,, to ;U Z 0 co , -• "• aaYsff. D) 0 n HP Provider: CaICERIS inc. Registration Number; 214•A007526BB-000000000-0000 Registration Date/Time: ilT Report Generattd at 2014-12.23 08:54:41 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-12122014.651 � SHENVI RESIDENCE N 10445 B YR N E AVE � CUPERTINO, CA 95014 CF1R•PRF-01 CERTIFICATE OF COMPLIANCE, RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 08:63, Tue, Dec 23, 2014 Page 1 of 9 Calculation Description: Title 24 Analysis Input File Name: 0140462 Shenvi Residence.xml GENERAL INFORMATION Building Project Name Residential Calculation Description Title 24 Analysis P03 Project Location 10445 Byrne Avenue CA City Cupertino 05 Standards Version Compliance 2014 Zip cads 9501d Climate Zone 07 Compliance Manager Version BEMCnIpMgr 2013-3 (651) 08 CZ4 09 Software Version EnergyPro 6.3 Single Family 11 Front Orientation (deg/Cardinal) 90 10 Building Type 12 Project Scope Addition andlor Alteration 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (FT2) 1845.1 15 Number of Zones 2 18 Slab Area (FT2) 0 17 Number of Stories i SS Addition Cond. Floor Area 715.5 19 Natural Gas Available Yes Addition Slab Area (FT2} 0 21 Glazing Percentage 2q COMPLIANCE RESULTS 01 Building Complies with Computer Performance This building Incorporates features that require field testing and/or verification by a certified HERS rator under the supervision of a CEC•approved HERS provider. 02 03 This building incorporates one or more Special Features shown below ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design 29.82 10,36 0.00 Proposed Design 23.97 10,40 0.00 Compliance Margin 5.85 •0.04 0.00 f eroent improvement 19.6% -0.4% 0.0% Space Heating Space Cooling IAQ Ventilation Water Heating 13.99 9.57 4.42 31,6% Photovoltaic Offset 0.00 0,00 TOTAL $4.17 43,94 10.23 I Registration Number: 214•A00752688-000000000.0000 Registration Date/Time: HERS Provider. Cal: ER1S inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version • CFIR-12122014-651 Report Generated at 2014.12.23 08:54:41 Cr1R-PRF-01 CERTIFICATE OF COMPLIANCE • RESIDENTIAL PERFORMANCE COMPLIANCE. METHOD Page 2 of 9 Calculation DatefTime: 08:53. Tue, Dec 23. 2014 Project Name: Residential Building Input File Name: 0140462 Shenvi Residence.xml Calculation Description: Title 24 Analysis REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Cathedral Coiling PROJECT HERS FEATURES for the modeled energy performance for this computer analysis. These. plus any additional HERS features listed The following are project -level features that must he field -verified as a condition meeting in the building components tables below, requre field verification by a certified HERS Rater. Building -level Verifications: - None -- Cooling System Verifications: • Verified SEER • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: • Duct Sealing Domestic Hot Water System Verifications: .-None •- ENERGY DESIGN RATING This is the sum of the annual TDV energy consumption for energy use components included in the performance compliance approach for the Standard Uesrgn Building (Energy Budget) al+d the annual consumer electronics) and accounting for the annual TDV energy offset by an TOV energy consumption for lighting and components not regulated by Title 24, Part 6 (such as domestic appliances and on -site renewable energy system. Reference Energy Use ' Energy Design Rating Margin Percent Improvement Total Energy (kTOVIII 105.26 95.03 10,23 9.7% ' includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING FEATURE INFORMATION O7 01 02 03 04 05 06 Number of Number of Water Number of Dwelling Project Name Conditioned Floor Area (sft) Units Number of Bedrooms Number of Zones Ventilation Cooling Systems Heating Systems Residential Building 1845.1 1 3 2 0 1 ZONE INFORMATION 07 Oi 02 03 04JArea OSM-DOHW Zone FloAvg. CoilingZone (ftHeightstem 1 Water Heating System 2 Name Zone Type HVAC System Name 1ST Floor Conditioned HVAC 5ysteml 1128Conditioned HVAC System.' 7t58 Registration Number: 214•AO0752688-000000000.0000 Registration Date/Time: HERS Provider. C:aiCEKT5 +nc. Report Generated at 2014.12-23 08:54:41 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - Cf 1R-1212201d-651 CF I R-PRF-01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Page 3 of 9 Calculation Dat@.'rims: 48:53, Tue. Dec 23, 2014 Project Name: Residential Building Input Filo Name: 0140462 ShAnvi RAsidence.xml Calculation Description: Title 24 Analysis OPAQUE SURFACES 01 02 Name Zone Front Wall 1 ST Floor Left Wall 1ST Floor Right Wall 1ST Floor Roof 3 1ST Floor Raised Floor 1ST Floor Front Wail 2 1ST Floor Addition Left Wall 2 1 ST Floor Addition Rear Wary 1ST Floor Addition Right Wall 2 1ST Floor Addition Roof 4 1ST Floor Addition Raised Floor 2 1 ST Floor Addition 03 04 05 06 07 08 09 10 Construction Azimuth Orientation Gross Area (ft2) Window and Door Area (ft2) Tift(deg ) Status v@rillea Existing Condition R-0 Wail 90 Front 64 33.5 90 Existing No R-0 Wall 180 Left 160 64.1 90 Existing No R-0 Wall 0 Right 320 41 90 Existing No R- 19 Roof Attic 1289 Existing No R•0 Floor Crawispace 1400 Existing No 90 Front 96 35 90 New NiA R-13 Weill R-13 Walll 180 Left 204 28.5 90 New N!A R-13 Willi 270 Back 280 30 90 New NiA R-13 Walit 0 Right 204 47.5 90 New N?A R-30 Roof Attic 706.5 New EWR-19 Floor Crrtwi5pace 715.5 Now OPAQUE SURFACES - Cathedral Ceilings 12 13 Of 02 03 04 05 06 07 08 09 10 11 Area (it') Skylight Area (1`111.2) Roof Rise (x in 12) Roof Pitch Roof Tiit(dog) Roof Reftectan ce Roof Emmfttan ce Framin g Factor Statu s Verified Existing Condition Name Zone Type Orientatio n t.i 1 4 0.33 18.43 0.1 0.85 0,07 Existin 9 No Roof 1ST Floor R-19 Root Attic t -specify _ R•t9 Roof Root Altered 1ST Floor Cathedral specify - 110 Roof 2 1ST Floor Addition R-30 Roof Atticl specify - 9.1 0 4 T}.33 9 4 0,33 18.43 18.43 0.1 0.1 0.85 0.85 Alters 0.1 d 0,07 New NIA N'A AT-TIC 01 02 03 04 05 06 09 10 11 Verified Name Construction Attic Attic Roof Cons Roof Roof Rise Reflectance 4 0.1 Roof Emittance 0,85 Radiant Barrier No Coot Roof Status No Existing Existing Condition No Registration Number: 214-AW752668-000000000.000U Registration Date/Tirnet CA Budding Energy Efficiency Standards • 2013 Residential Compliance Report Version CFIR-12122014-GS1 HERS Provider: CaIC)EII Inc. Report Generated at 2014-12.23 08:54:41 CFiR-PRF-01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Description: Title 24 Analysis Calculation DatefTime: 08:53, Tue, Dec 23. 2014 Input File Name: 0140462 Shenvi Residence.xmi Page 4 of 9 WINDOWS 03 04 05 06rO3 08 09 10 11 01 02.__ Height (ft) ---- Multipiie r 1 Area (ft2) 33.50.29 SHGC Exterior Shading insect Screen (default} Status New Verified Existing Condition NiA Name French Door New Side of Building front Wall Width(ft ) •--- - t 24.0 0.32 0.25 Insect Screen (default) New NIA Window New left Wall -• 1 20.1 0.32 0.25 Insect Screen (default) New NiA Window New 2 Left Wall ""- ---- 1 20.0 0.32 0.29 insect Screen (default) New NIA French Door New 2 Left Wali -•-- 1 20.0 0.32 0.25 Insect Screen (default) Altered NIA Window Altered Right Wall 1 i 21.0 1.0 0.32 0.42 0.25 0.32 Insect Screen (default) New New NIA NIA Window New 3 Skylight New Right Wall Roof - 1 35.0 0.32 0.25 Insect Screen (default) New NIA Window Front Wall 2 ---• 1 28.5 0.32 0.25 Insect Screen (default) New NIA Window 2 Left Wall 2 ---- t 30.0 0.32 0.25 Insect Screen (default) New NIA Window 3 Rear Wall ---- 1 20,0 0,32 0,29 Insect Screen (default) New NIA French Door Right Wall 2 - 1 27.1i 0.32 0.25 Insect Screen (default) New NIA Window 4 Right Wall 1 9.0 0.42 0.32 New NIA Skylight Now 2 Roof 2 HERS Provider: CaiCERTS inn.. Registration Number: 214-A007526813-000000000-0000 Registration Date/Time: Report Generated at 201d-12.•23 08:54;41 CA Building Energy Efficiency Standards, 2013 Residential Compliance Report Version - CFIR-12122014-651 FRI Energy 21 N. Harrison Campbell, Con s u I t a n t om, Avenue, Suite Co. 95008 LLC 210 Phone: 408- 86 6 - 1 6 20 Fax: 408- 866- 6832 0 k o tr � Q m Q U v £ x N U N N L C) .T M � in O cv ai o i= o ti o M o Z d Q v j U � n w z ur U Z C a. 2 O U w u O to to Q J Q t- Z W � N W m ur < U o C%k < m a o s U N n 0 m oX u6 o d E u z o W Q ca U Q C? 0 o v = v �C 7 0 0 v c U c� U ID r Q 1 � c d m 0 a � @ N 2 C c`rg ao Ci r� c O L t6 Q _�� V� m a � _C 3° a _ CV z u u w co = g ; .Q m -� co in c C14 w E E � z =� m m Q UJ J Q m Q. u U i O o 6i a U a rT cc C m E o U� E o3n _- s c w o a Vic = o o - `a Q W Ql N 'o E 6 G L o D O U N o� w Qc H °ie Z m r '7 CJ oo Uf c 2 to a w o i Z `4 y o Q E T v a o Z N 5 m d a o 0 r b Z 7: CI .p v Q 'c N J C0. U O � Q' Q O Ci O C om� aq W o -% ("{ J C tp d Q e r ttu o '1� m Q' O o m m C r6 U3 Co CZ co a 5 c rs G dLOm Z o ZC' o U p °' _ e �c- m > > Qof Ooc O < 6 C UQ D Cott � U a w m o j m . N C iV tU a m t!3 fA N Ill .a y 2 m o E -._ loti- 3. '2 0 }. M DU m i6@ n E O 0. } = E a rum E w v o Z o IL< �'U t w ii of o U) °nvp i - ?�n" UsoE Uo D �_ Z :il m w � o �s m a N ID o � :J v } J a c� b y 0 c = +r N CC 9L 0 a CZ Cq iv a a v N ` ~ y U C! E z ,y H u u _ o a o G y, 6. d d s z v u v w o � C a `9 a Q o E c O a U b � � c o � a. a �o G d N O � on y � o, m ro N C� f0 { ^ in v c lV w U � E ,a d Z C Z o o y C m a c rr U MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3) MFA R Date Project Name 112/23/201 Shenvi Residence §150 0(k)I F Lighting integral to exhaust fans in rooms other than kitchens shall meet the applicable requirements of §150.0(k). §150 0(k)2 All switching devices and controls shall meet the requirements of §150.0(k)2, §150.0(k)3: A minimum of 50 percent of the total rated wattage of permanently installed fighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50 percent high efficacy requirement when all lighting in the kitchen is controlled in accordance with the applicable provisions in Section 150.0(k)2, and is also controlled by vacancy sensors or dimmers. §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 §150.0(k)5: Lighting installed in bathrooms shall meet the following requirements: A. A minimum of one high efficacy luminaire shall be installed in each bathroom; and B 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 vacan 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. EXCEPTION 1: Luminaires in closets less than 70 square feet. EXCEPTION 2: Lighting in detached storage building less than 1000 s uare feet located on a residential site. §150.0(k)8: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (1c) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the luminaire is airtight with air leakage less than 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 ceilin . §150.0(k)9A: 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 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 iii. Controlled by one of the following methods: a, Photocontrol not having an override or bypass switch that disables the photocontrol; 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 Section 110.9; meets the Installation Certification requirements in Section 130,4: meets the requirements for an EMCS in Section 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. §150.0(k)9A: For low-rise multi -family 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 following requirements: i. Shall comply with Section 150.0(k)9A; or ii. Shall comply with the applicable requirements in Sections 110.9,130.0, 1302, 130.4, 140.7, and 141.0. §150.0(k)9: For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by Seci:ion 150.0(k)9B or Section 150.0(k)9D shall comply with the applicable requirements in Sections 110.9, 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 with the applicable requirements in Sections 110.9, 130.0, 130.2, 130.4. 140.7, and 141.0. §150.0(k)10: Internally illuminated address signs shall comply with Section 140.8: OR not contain a screw -base socket, and consume no more than five watts of power as determined according to 130.0(d). §150.0(k)11: Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for nonresidential garages in Sections 110.9, 130.0, 130.1. 130.4, 140.6; and 141 A §150.0(k)12A. In a low-rise multi -family residential building where the total interior common area in a single building equals 20 percent or less of 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.. §150.0(k)128. In a low-rise multi -family 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: i, Comply with the applicable requirements in Sections 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 EnergyPro 6.3 by EnergySoft User Number. 1315 1D: 0140462 Page 6 of 7 I RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name Shenvi Residence Building Type 10 Single Family 0 Addition Alone + r tion Ll Multi Family m Existmg AdditionlAlte a Date 12/23/2014 Project Address 10445 Byrne Avenue Cupertino j California Energy Climate Zone CA Ciimafe Zane 04 Total Cond. Floor Area Addition 1,845 716 # of Units 1 INSULATION Construction Type Area Cavity ft) Special Features Status Floor Wood Framed wlCrawt Space in - no insulation 1.400 Existing Watt Wood Framed - no insulation 405 Existing Roof Wood Framed Attic R 19 1.269 Existing Roof Wood Framed Rafter R 19 110 Altered Demising Wood Framed R 13 1 Existing Floor Wood Framed tv/Cravl Space R 19 716 New Wall Wood Framed R 13 643 New Roof Wood Framed Attic R 30 707 New FENESTRATION Tatat Area: 290 Glazing Percentage: V New/Altered Averse U-Factor. Orientation Area(f) U-Fac SHGC Overhang Sidefins Exterior Shades 0.32 Status Front (E) 33.5 0,320 0.29 none none Bug Screen New Left(S) 726 0.320 0,25 none none Bug Screen New Left (S) 20.0 0.320 0.25 none none Bug Screen New Right (N) 20.0 0.320 0.25 none none Bug Screen Altered Right (N) 48.5 0,320 0.25 none none Bug Screen New Skylight 1.0 0.420 0.32 none none Nore New Front (E) 35,0 0,320 0.25 none none Bug Screen New Rear (W) 30.0 0.320 0,25 none none Bug Screen New Right (N) 20,0 0.320 0,29 none none Bug Screen New Skylight 9.0 0 420 0.32 none none None New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 95% AFUE Split Air Conditioner 14.0 SEER Setback Altered HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R-Value Status HVAC System Ducted Ducted Attic 6.0 Altered WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 1 Small instantaneous Gas 0 0,84 All Pipes ins Altered EnergyPro 6.3 by EnemySoft User Number: 1315 RunCode: 2014-12-23TOB:55:27 ID: 0140462 Page 3 of 7 MANDATORY MEASURES SUMMARY: Residential (Page 1 of :3 mr-1 K Project Name Date 12/23I2014 Shenvi Residence 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-1R, CF-IR-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: 110.E a 1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage, §110.6(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), 110.7: Exterior doors and windows are weather-stri ed; all joints and penetrations are caulked and sealed. Form. irate te and include on CF-2R o 1 Material. Indicate 110.8 a :Insulations specified or installed meets Standards for Insulating Mate §110.8(i): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §110.8(i) when the installation of a Cool Roof is s ecified on the CFA R Form, 150.0'a): Minimum R-30 (R-19 for Alterations) insulation in wood -frame ceiling or equivalent U-factor 150.0 b : Loose fill insulation shall conform with manufacturer's installed design labeled R-Value. •f 150.0(c): Minimum R-13 insulation in 2x4 wood -frame wall (R-19 in 2x6)orequivalent U-factor. 150.0(d): Minimum R-19 insulation in raised wood -frame floor orequivalent U-factor. 150.0 : Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95 2000 when s ecified on the CF-1 R Form. i €led inClimate Zones 14 or 16 150A : Mandatory Vapor barrier nsta a• r rmeance n /o watervapor e r ter than 0 3 i no ea p p alone without facings s f r tab edge insulation material9 9 rate g s 150A r absorption . Waleg rate is no greater than 2.0 permlinch and shaml be protected from physical damage and UV light deterioration. §150.0(q) Fenestration Products. Fenestration separating conditioned space from unconditioned space or outdoors shall meet the requirements of either Item I or 2 below: 1. Fenestration, including skylight products, must have a maximum U-factor of 0.58. 2. The weighted average U-factor of all fenestration, including skylight products, shall not exceed 0.58. EXCEPTION to Section 150.0(q)l : Up to 10 square feet of fenestration area or 0.5 percent of the Conditioned Floor Area, whichever is reater, is exempt from the maximum U-factor requirement. 150.0 r Solar Read Buildin s, Shall meet the requirements of Section 110.10 applicable to the building project. Fireplaces, Decorative Gas Appliances and Gas Log Measures: 150.0 e 1 A:.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 with a readily accessible, operable, and tight -fitting damper and or a combustion -air control device. indoor air for cooling a firebox jacket, when that indoor air is vented to the §150.0(e)2: Continuous burning pilot lights and the use of outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: '� db theEnergy §110.0-§110.3: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliarx;es are certified y Commission. §110.3(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 re uirements of 110.3 c 5. §110.5: 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. 150.0 h : Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. 150.0(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 110.2(c). §150,00)IA: Storage gas water heaters rated with an Energy Factor ne greater than the federal minimal standard are externally .wrapped with insulation having an installed thermal resistance of R-12 or greater. § 150.00)18: 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. EnergyPro 6.3 by EnergySoft User Number. 1315 ID: 0140462 Page 4 of 7 MANDATORY MEASURES SUMMARY: Residential (Page 2- OT,52 Itch-- I M Date Project Name 11212312014 Shenvi Residence 7§150.06)2A: All domestic hot water system piping conditions listed below, whether buried or unburied, must be insulated per TABLE 120.3-A, i. The first 5 feet (1.5 meters) of hot and cold water pipes from the storage tank. ii. All piping with a nominal diameter of 314 inch (19 millimeter) or larger. iii. All piping associated with a domestic hcl water recirculation system regardless of the pipe diameter. iv. Piping from the heating source to storage tank or between tanks. v. Piping buried below grade, vi. All hot water pipes from the heating source to the kitchen fixtures. hot water systems >15 psi, meets the requirements of Standards §150.0(j)2: Pipe insulation for steam hydronic heating systems or Table 120.3-A. §150.0 )3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. §150.06)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. §150.0(m)1: All air -distribution system ducts and plenums installed, are seated and insulated to meet the requirements of CMC ducts and plenums are insulated to a minimum installed Sections 601, 602, 603, 604, 605 and Standard 6-5: supply -air and return -air level R-6 or enclosed entirely in conditioned space. Openings shall be sealed with mastic. tape or other duct -closure system that of 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 greater than 1 /4 inch, the combination of mastic and either mesh or to a shall be used defined or constructed with materials other than sealed oef e §150.0(m)1: Building cavities, support platforms for air handlers, and plenums metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may sheet contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross -sectional area of the ducts. §I50,0(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes i bands. unless such tape, is used in combination with mastic and draw 150.0(m)7: Exhaust fan systems have back draft orautomatic dampers. serving conditioned space have either automatic or readily accessible. manually operated §150.0(m)8: Gravity ventilating systems rs. dampers. §150.0(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. 150.0(m)10: Flexible ducts cannot have porous inner cores. §150.0(n)1: Systems using gas or propane water heaters. whether tank or on -demand. to serve individual dwelling units shall include all the following components: A. A 120V electrical receptacle that is within 3 feet from the water heater and accessible to the water heater with no obstructions; B, A Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the space where the water heater is installed; C. 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 assist, D. A gas supely line with a capacity of at least 200,000 Btu/hr. ANSI/ASHRAE Standard 62.2 Ventilation and Acceptable Indoor Air Quality §150.0(o): All dwelling units shall meet the requirements of 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: §110.4(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 heatin or a pilot light. §110.4(b)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines, or built-up connections for future solar heating. 110.4 b 2: Outdoor pools ors as that have a heat pump or gas heater shall 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 programmed to run only during off-peak electric demand periods. 1 50.0(p): Residential pool systems orequipment meet the pump sizing, flow rate, piping, filters. and valve re uirements of 150.0( ). Residential Lighting Measures: §150.0(k)1A: Installed luminaires shall be classified as high -efficacy or low -efficacy for compliance with Section 150.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-B, as applicable. 150.0 k IC: The wattage of permanently installed luminaires shall be determined asspecified by §130.0(c)-.. 150.0 k )1D: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shalt have an output frequency- 20 kHz. §150.0(k)l E: Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no more than five watts of power per luminaire or exhaust fan as determined in accordance with Section 130.0(c), Night lights shall not be required to be controlled by vacancy sensors. G.,v. P- R 4 h11 FnPMWWt User Number: 1315 1D: 0140462 _ Page 5 of 7 CUPERTINO Suildirg Depat-tent 4sr , tL Iny 0 is REVIEiAJED FOR CODE COMPLIANCE Reviewed By: Je � Z�4e171 0 � cn 4-) Ln V) U Q U �0 Wz cyN U 0 Ln WWO� U > z QQ W n W U V) z W H O n/ >- m � > Ln z�w W d- =O:D U 7- T24 00 0 No N • 0 C_ n In the Santa Clara Valley, storm drains flow directly to our local creeks, and on to San Francisco Bay, with no treatment. Storm water pollution is a serious problem for wildlife dependent on our waterways and for the people who live near polluted streams or baylands. Proper management of construction sites reduces pollution significantly. This sheet summarizes the "Best Management Practices" (BMPs) for storm water pollution prevention. ORDINANCE OF THE CITY OF CUPERTINO FOR STORM WATER POLLUTION PREVENTION & WATERCOURSE PROTECTION: Chapter 9.18 9.1&040 Discharge into the storm drain prohibited It shall be unlawful to discharge, or cause, adlow, or permit to be discharged into any storm drain or natural outlet or channel all waste, including but not restricted to, sewage, industrial wastes, petroleum products, coal tar or any refuse substance arising from the manufacture of gas from coal or petroleum, chemicals, detergents, solvents, paints, contaminated or chlorinated swimming pool water, pesticides, herbicides and fertilizers. 9.1 &070 Accidental Discharge All persons shall notify the Director of Public Works by telephone immediately upon accidentally discharging wastes to enable countermeasures to be taken by the City to mini aize damage to storm drains and the receiving waters. This notification shall be followed, within ten (10) days of the date of occurrence, by a detailed written statement describing the causes of the accidental discharge and the measures being taken to prevent further occurrences. Such notifications will not relieve persons of liability for violations of this chapter or for any fines imposed on the city on account thereof under Section 13350 of the California Water Code, or for violations of Section 5650 of California Fish and wildlife Code, or any other applicable provisions of State or Federal laws. 9.1&220 Violation* Any person who violates any provision of this Chapter shall be guilty of a misdemeanor and upon conviction thereof shall be punished as provided in Chapter 1.12 of the City of Cupertino Municipal Code. Chapter 1.12: General Penalty, Section 1.12.010, paragraph D, states*: Unless otherwise specified by this code, an infraction is punishable by: 1. A fine not to exceed $100 for a first violation 2. A fine not to exceed $200 for a second violation 3. A fine not to exceed $500 for a third violation of the same chapter within one year. 9.18.240 Civil penalty for illicit discharges* Any person who discharges pollutants, in violation of this Chapter, by the use of illicit connections shall be civilly liable to the City in a sum not to exceed twenty five thousand dollars per day per violation for each day in which such violation occurs. *Excerpts — For complete CODE language refer to the City of Cupertino Municipal Code. Cupertino Building Dept: 408-777-3228 Public Works Dept: 408-777-3354 Santa Clara County Recycling Hotline: 800-533-8414 www.reduceAA. te.oru www.recvclestuff-com Small Business Hazardous Waste: 408-299-7300 Cupertino Sanitary Sewer Distr 408-253-7071 Santa Clara Valley Urban Runoff Pollution Prevention Prgm 800-794-2482 State Office of Emergency Services 1-800-852-7550 (24 hrs) Report spills to 91 1 AP 12G 2at1 DATE General Construction and Site Supervision Storm Drain Pol lution from Construction Activities Construction sites are common sources of storm watUpollution. Materials and wastes that blow or wash into a storm drain, gutter, or street have a direct impact on local creeks and the Bay. As a contractor, or site supervisor, owner or operator of a site, you maybe responsible for any environmental damage caused by your subcontractors or employees. Ger, &W Principles ❑ Keep an orderty site and ensure good housekeeping practices are used. ❑ Maintain equipment properly. ❑ Cover materials when they are not in use. ❑ Keep materials away from streets, storm drains and drainage channels. ❑ Ensure dust control water doesn't leave site or discharge to storm drains. Advance Planring To Prevent Pdlution ❑ Schedule excavation and grading activities for dry weather periods. To reduce soi erosion, plant tem porary vegetatb n or p lace other erosion controls before rain begins. Use the Erosion and Sedrnent Control Manual, available from the Regional Water Quality Control Board, as a reference. ❑ Control the amount of runoff crossing your site (especially during excavation!) by using bermsor temporaryor permanent drainage ditches to divert water flow around the site. Reduce stormwater runoff vebdties by constructing temporary check dams or bemins where appropriate. ❑ Trai n your employees and subcontractors. The city can provide brochures about these issues for you to distribute to workers at your construction site. Inform your subcontractors about the stormwater requirements and their cwrn responsibilities. Use Bkieprintfora Glean Bay, a construction best management ractiees guide available at our Building Dept. counter. Good Housekeeping Practices ❑ Designate one area of the site for auto parking, vehicle refueing, and routine equipment maintenance. The designated area should be well away from streams or storm drain inlets, bermed if necessary. Make major repairs off site. ❑ To prevent off -site backing of dirt, provide entrances with stabilized aggregate surfaces Or provide a tire wash area. ❑ Keep materials out of the rain — prevent runoff contamination at the source. Cover exposed piles of soil or construction materials with plastic sheeting or temporary roofs. Before it rains, sweep and remove mateiialsfrom surfacesthat drain to storm drains, creeks, or khan nets. ❑ Keep pollutants off exposed surfaces. Place trash cans and recycling receptades around the site to ►minimize Icier. ❑ Clean up leaks, drips and other spit is immediately so they do not contam fiat a soil or groundwateror leave residue on paved surfaces. Use drycleanup methods whenever possible. If yo u must use water, use j ust enoug In to keep the dust down. ❑ Cover and maintain durrpsters. Place dumpsters under roofs or cover with tarps or plastic sheeting secured around the outside of the dumpster. Never clean out a dumpster by hosing it dawn on the construct ion site. ❑ PI ace portable toilets away fraomstorm drain a Make sure portable toilets are in good working order. Check f requentty for leaks. MatedaWMste Handling ❑ Practice Source Reduction -- minimize waste when you order materials Estimatecarefuly. ❑ Recycle excess materials, whenever possible, such as eolncrete, asphalt, scrap metal, solvents, degreasers, cleared vegetation, paper, rock, and vehicle maintenance materials such as used oil, antifreeze, batteries, and tires: wAfw/.redgggpste.org for info. ❑ Dispose of all wastes properly. Materialsthat cannot be recycled must be taken to an appropriate landfill or disposed of as hazardous waste. Never bury waste materialsor leave them in the street or nea r a tree k o r strew m bed. Permits ❑ In addition to local grading and building permits, you will need to obtain coverage under the State's General Construction Activity Stormwater Permit if your construction site's disturbed area totals 5 acres or more. Information on the General Permit can be obtained from the Regional Water Quality Control Board. (This criteriawil change to one acre as of Mar. 2003.) Landscaping, Gardening, and Pool Maintenance Landscaping/Garden Maintenance ❑ Protect stockpiles and landscaping materials from wind and rain by storing them under tarps or secured plastic sheeting. ❑ Schedule grading and excavation projects during dry weather. ❑ Use temporary check dams or ditches to divert runoff away from storm drains. ❑ Protect storm drains with sandbags, gravel - filled bags, straw wattles, or other sediment controls. ❑ Re -vegetation is an excellent form of erosion control for any site. ❑ Store pesticides, fertilizers, and other chemicals indoors or in a shed or storage cabi net. ❑ Use pesticides sparingly, according to instructions on the label. Rinse empty containers, and use rinsewater as product. Dispose of rinsed, empty containers in the trash. Dispose of unused pesticides as hazardous waste. L3 In Cupertino, residents with curbside recycling can collect lawn, garden and tree trimmings in yardwaste tote rs. Yardwaste will be collected and composted by the city's contractors. Residents are encouraged to compost yard waste on -site themselves. Or take yard waste to a landfill where it will be composted. ❑ Landscape contractors should take clippings and pruning waste to a landfill that composts yard waste (BFI's Newby Island and ZankerRd. Ian dfill are the nearest). ❑ Do not blow or rake leaves into the street. Storm Drain Pollution from Landscaping and Swimming Pool Maintenance Many landscaping activities expose soils and increase the likelihood that earth and garden chemicals will run off into the storm drains during irrigation or when it rains. Swimming pool water containing chlorine and i copper -based algaecides should never be discharged to storm drains. These chemicals are toxic to aquatic life. Pool/Fountain/Spa Maintenance Draining pools or spas When its time to drain a pool, spa, or fountain, please be sure to call the Cupertino Sanitary District before you start for further guidance on flow rate restrictions, backflow prevention, and handling special cleaning waste (such as acid wash). Discharge flows should be kept to the low levels typically possible through a garden hose. Higher flow rates may be prohibited by local ordinance. ❑ Never discharge pool or spa water to a street or storm drain; discharge to a sanitary sewer cleanout. ❑ If possible, when emptying a pool or spa, let chlorine dissipate for a few days and then recycle/reuse waterby draining it gradually onto a landscaped area. ❑ Do not use copper -based algaecides. Control algae with chlorine or other alternatives, such as sodium bromide. Filter Cleaning ❑ Never clean a filter in the street or near a storm drain. Rinse cartridge and diatomaceous earth filters onto a dirt area, and spade filter residue into soil. Dispose of spent diatomaceous earth in the garbage. ❑ If there is no suitable dirt area, call Cupertino Sanitary forinstrudions on di scha rgin g f ilter backwash or rinsewater to the sanitary sewer. Earth -Moving Activities Storm Drain Pollution from Earth -Moving Activities Soil excavation and grading operations loosen large amounts of soil that can flow or blow into storm drains when handled improperly. Sediments in runoff can dog storm drains, smother aquatic life, and destroy habitats in creeks and the Bay. Effective erosion contro I practices red uce the amount of runoff crossing a site and slow the flow with check dams or roughened ground surfaces. Practices During Construction ❑ Remove existing vegetation only when absolutely necessary. Plant temporary vegetation for erosion control on slopes or where construction is not immediately planned. ❑ Protect downslope drainage courses, streams, and storm drains with wattles, or temporary drainage swales. Use check dams or ditches to divert runoff around excavations. Refer to the Regional Water Quality Control Board's Erosion and Sediment Control Field Manual for proper erosion and sediment control measures. ❑ Cover stockpiles and excavated soil with secured tarps or plastic sheeting. The property owner and the contractor share ultimate responsibility for the activities that occur on a construction site. You may be held responsible for any environmental damage caused by your subcontractors or employees. Painting and Application of Solvents and Adhesives Storm Drain Pollution from Paints, Solvents, and Adhesives All paints, solvents, and adhesives contain chemicals that are harmful to wildlife in local creeks, San Francisco Bay, and the Pacific Ocean. Toxic chemicals may come from liquid or solid products orfrom cleaning residues or rags. Paint material and wastes, adhesives and cleaning fluids should be recycled when possible, or disposed of properly to prevent these materials from flowing into storm drains and watercourses. Handling Paint Products ❑ Keep all liquid paint products and wastes away from the gutter, street, and storm drains. PainSng Cleanup ❑ Never clean brushes or rinse paint containers into a street, gutter, storm drain, French drain, or creek ❑ Forwater-based paints, paint out brushes to the extent possible, and rinse into an inside sink drain that goes to the sanitary sewer. ❑ For oil -based paints, paint out brushes to the extent possible and clean with thinner or solvent. Filter and reuse thinners and solvents, where possible. Dispose of excess liquids and residue as hazardous waste. ❑ When thoroughly dry, empty paint cans, used brushes, rags, and drop cloths may be disposed of as garbage. Paint Removal ❑ Paint chips and dustfrom non -hazardous dry stripping and sand blasting may be swept upor collected in plastic drop cloths and disposed of as trash. ❑ Chemical paint stripping residue, and chips and dust from marine paints, or paints containing lead, mercury ortributyl tin must be disposed of as hazardous wastes. Lead based paint removal requires a state -certified contractor. ❑ When stripping or cleaning building exteriors with high-pressure water, block storm drains. Direct washwater onto a dirt area and spade into soil. Or, check with Cupertino Sanitary District to find out if you can mop or vacuum the washwater and dispose of it in a sanitary sewer drain. Sampling of the wastewater may be required. ❑ Washwater from painted buildings constructed before 1978 can contain high amounts of Lead, even if paint chips are not present Before you begin stripping paint or cleaning pre-1978 building exteriors with water under high pressure, test paint for lead by taking paint scrapings to a local laboratory. (See Yellow Pages for a state -certified laboratory.) ❑ If there is loose painton the building, or if the paint tests positive for lead, block stoma drains. Check with Cupertino Sanitary District to determine whether you may discharge water to the sanitary sewer, or if you must send it offsite for disposal as hazardous waste. Paint Disposal, Return or Donation ❑ Dispose of unwanted liquid paint, thinners, solvents, glues, and deaning fluids as hazardous waste (call the Small Business Hazardous Waste Prgm: 299-7300). ❑ Or Return to supplier. (Unopened cans of paint may be able to be returned. Check with the vendor regarding its "buy-back" policy.) ❑ Donate excess paint (call 299-7300 to donate.) General Business Practices ❑ Develop and implement erosion/sediment control plans for roadway embankments. ❑ Schedule excavation and grading work during dry weather. ❑ Check for and repair leaking equipment. ❑ Perform major equipment repairs at designated areas in your maintenance yard, where cleanup is easier. Avoid performing equipment repairs at construction sites. ❑ When refueling or when vehicle/equipm ent maintenance must be done on site, designate a location away from storm drains and creeks. ❑ Do not use diesel oil to lubricate eq uipm ent parts or clean equipment. ❑ Recycle used oil, concrete, broken asphalt, etc. whe never po ss ibl e, or d isp ose of p rope rly. (www.recyclestuff .corn for list of recycling companies.) Asphalt/Concrete Removal ❑ Avoid creating excess dust when breaking asphalt or concrete. ❑ After breaking up old pavement, be sure to remove all chunks and pieces. Make sure broken pavem ent d oes not com e i n con to ct with rainfall or runoff. ❑ When making saw cuts, use as little water as possible. S hovel or vacuu m saw -cut slu rry and re move fro m the site. Cover or p rotect sto rm drain inlets during saw -cutting. Sweep up, and properly dispose of, all residues. ❑ Sweep, never hose down streets to clean up tracked dirt. U se a stre et swee per or vacuu m truck. Do not dump vacuumed liquor in storm drains. Storm Drain Pollution from Roadwork R oad pa vin g, su rfac ing, and pavem ent re m ova I happen right in the street, where there are numerous opportunities for asphalt, saw -cut slurry, or excavated material to illegally enter storm drains. Extra planning is required to store and dispose of materials properly and guard against pollution of storm drains, creeks, and the Bay. During Construction ❑ Avoid paving and seal coating in wet weather, or when rain is forecast, to prevent fresh materials from contacting stormwater runoff. ❑ Cover and seal catch basins and manholes when applying seal coat, slurry seal, fog seal, or sim ilar materials. ❑ Protect drainage ways by using earth dikes, sa nd bag s, or other controls to divert or tra p and filter runoff. ❑ Never wash excess material from exposed - aggregate concrete or similar treatments into a street or storm drain. Collect and recycle, or d ispose to d in a rea. ❑ Cover stockpiles (asphalt, sand, etc.) and other construction materials with plastic tarps. Protect from rainfall and prevent runoff with temporary roofs or plastic sheets and berms ❑ Park paving machines over drip pans or absorbent material (cloth, rags, etc.) to catch drips when not in use. ❑ Clean up all spills and leaks using "dry" methods (with absorbent materials and/or rags), ordig up, remove, and properly dispose of contam in ated soil. ❑ Collect and recycle or appropriately dispose of excess abrasive gravel or sand. ??? ❑ Avoid over -application by water trucks for dust co ntrol. CONSTRUCTION BEST MANAGEMENT PRACTICES Dewatering Operations Storm Drain Pollution From Dewatering Activities Be sure to call your city's storm water inspector at 408-472-9907 before discharging water to a street, gutter, or storm drain. Filtration or diversion through a basin, tank, and sedanent trap may be required. Reuse water for dust contro I, irrigation or another on -site purpose to the greatest extent possible. Check for Sediment or Toxic Pollutants ❑ Check for odors, discoloration, or an oily sheen on groundwater. ❑ Ask your city inspector whether the groundwater must be tested by a certified labo ratory. ❑ Depending on the test results, you may be allowed to discharge pumped groundwater to the storm drain OR you may be required to discharge to the sanitary sewer or collect and haul the water off -site for treatment and disposal at an appropriate treatment facility. ❑ When discharging to a storm drain, protect the inlet using a barrier of burlap bags filled with drain rock, or cover inlet with filter fabric anchored under the grate. ❑ Contact Cupertino Sanitary District at 253-7071 prio r to discharging to the sanitary sewer. Fresh Concrete and Mortar Application Storm Drain Pollution from Fresh Concrete and M o rta r Applications Fresh concrete and cement -related mortars thatwash into lakes, streams, or estuaries are toxic to fish and the aquatic environment. Disposing of these materials to the storm drains or creeks can block storm drains, causes serious problems, and is prohibited by law. General Business Practices ❑ Wash out concrete mixers only in designated washout areas in your yard, away from storm drains and waterways, where the water will flow into a temporary waste pit in a dirt area. Let water percolate through soil and dispose of settled, hardened concrete as garbage. Whenever possible, recycle washout by pumping back into mixers for reuse. ❑ Wash out chutes onto dirt areas thatdo not flow to streets or drains. ❑ Always store both dry and wet materials undercover, protected from rainfall and runoff and away from storm drains or waterways. Protect dry materials from wind. ❑ Secure bags of cement after they are open. Be sure to keep wind-blown cement powder away from streets, gutters, storm drains, rainfall, and runoff. ❑ Do not use diesel fuel as a lubricanton concrete forms, tools, or trailers. H eavy Equipment OPei. ration Stormwater Pollution from HeaNy Equipment on Const•uction Sites Poorly m ainta ined vehicles and heavy equipment that leek fuel, oil, antifreeze or other fluids on the construction site are com m on sources >f storm drain pollution. Prevent spills and leaks by isolating equipment from runoff channels, an d by watching for leaks and other maintenance problems. R em o v construction a quipm ent from the site as soon as possible. Site Planning and Preventive Vehicle Maintenance ❑ Designate one a -ea ofthe construction site,well away from streari s or storm drain inlets, for auto and a quipm ent p arking , refueling, and ro utine ve hicie an d equi )m ent m ainten ante. C o ntain th a area w ith berm s, sand bag s, or other barriers. ❑ Maintain a11veh`cles and heavy equipment. In sp ect frequ ent y for a nd rep air leaks. ❑ Perform major maintenance, repair jobs, and ve hicle an d equi )m ent w ashing off -site, whe re clean up is a asie . ❑ If you must drain and replace motoroil,radiator coola nt, or other fluid s on site, u se d rip pans o r drop cloths to catch drips and spills. Collect all spent fluids, store in separate containers, and properly dispose as hazardous waste (recycle whenever possil le). ❑ Do not use dies Di oil to lubricate equipment parts, or clean exu ipm ent. Use only water for any onsite clean ing. ❑ Cover exposed fifth wheel hitches and other oily or greasy ec uipm a nt during rain events. Spill Cleanup C7 Clean up spills im mediately. 0 Neverhose doH n "dirty" pavementor impermeable surfaces where fluids have spilled. Use dry cleanup methods (absorbent m ate ria Is, ca t lit a r, a nd/or rag s) w he never possible a nd pr( perly dispose of absorbent m ateria is. ❑ Sweep up spillei dry materials immediately. N ever atte m pt t ) -w ash th em aw ay" w ith wa to r, or bury them . ❑ U se as little w a :eras possible for dust control. Ensure water u-ed doesn't leave silt or discharg a to stcrm drains. ❑ Clean up spills on dirt areas by digging up and prop erly dispos n g of con to m inated soil. ❑ Cali 91 1 for sig nificant spills O If the spill poses a significant hazard to hum an health and safety, property or the environm ent, ) ou m ust also report it to the State Office of Emergency Services. During Construction ❑ Don't mix up more fresh concrete or cement than you will use in a two-hourperiod. ❑ Set up and operate small mixers on tarps or heavy plastic drop cloths. ❑ When cleaning up after driveway or sidewalk construction, wash fines onto dirt areas, not down the driveway or into the street or storm dra in. ❑ Protect applications of fresh concrete and mortar from ra infa it and ru noff un til the material has dried. ❑ Wash down exposed aggregate concrete only when the washwater can (1 ) flow onto a dirt area, (2) drain onto a bermed surface from which it can be pumped and disposed of properly, or (3) be vacuumed from a catchment created by blocking a storm drain inlet. If necessary, divert runoff with temporary berms. Make sure runoff does not reach gutters or storm drains. ❑ When breaking up pavement, be sure to pick up all the pieces and dispose of properly. Recycle large chunks of broken concrete. See www.red ucewaste.org for info on recyclers. ❑ Never bury waste material. Dispose of small amou nts of exce ss dry co ncrete, g rout, a nd mortar in the trash. ❑ Never dispose of washout into the street, storm drains, drainage ditches, or streams. Small l Business Hazardous Waste disposal Prgm Busi no uses that generate less than 27 gallons or 220 pounds of hazardous waste per month are eligible to use this program. Call for a quote. Cre 1 ffy 3 P Cc e. I T. Y-Wr J ; III P, ] Rr.5, �p Pi r NO eirr-11 . 10 ;1111 % -A h VWMIl 0 7=e iiiiiiiiiiiiiiiiiih DEPARTMENT OF PUBLIC WORKS 1 CITY OF PEDT N Buildina. _D&r,F !i. C', tr3� `Santa Gloria V"at1'e}� :�yilJbau runoff % ���' Pollution Prevention Program UPDATED JANUARY 2011 SHEET: Or SHEETS TiMM BORDEN, RCE 45512 1 Z/JlI Z DIRECTOR OF PUBLIC WORKS A. CONCRETE: 1. All concrete shall be designed to attain a n ultimate compression 1. strength of 2500 psi after 28 days. Maximum slump of 4" for concrete using Portland Cement ASTM 150 type II or IIA , crushed limestone or granite per ASTM C33. 1" maximum aggregate size from single source. (Smooth coarse aggregate shall not be accepatble) Maintain a maximum water cement ratio of 6.5 gallons per sack. . 2. Measuring, mixing, transportation and placing concrete per ACI 304, latest edition; ACI 301, latest edition. Curing and protection per ACI 301 Chapter 12, latest Edition. B. EPDXY ADHESIVE: ASTM C881, two part non -sag epoxy adhesive suitable for damp or dry applications: Bond strength 2700 psi (ASTM C882), Tensile strength 5000 psi (ASTM C638), Elongation 3% max (ASTM 638), Compressive strength 7500 psi (ASTM D 695), slant shear strength 5000 psi. Simpson "SET", ICBO # ER5297 SET or approved equal. Epoxy bolt installation procedure & hole sizes shall be per epoxy manufacturer's recommendations. uno. C. REPAIR GROUT: ASTM C109 , one compound of polymer mortar caapable of developing 2000 psi in 24 hours and 5000 psi in 7 days. EMACO R300 or approved equal. D. REINFORCING: Reinforcing bars shall conform to deformed bars intermediate grade billet ASTM 615, Grade 60 Fabrication and installation in accordance with ACI 301, Chapter 3. Concrete cover per CBC 2013. Use bars as long as practical with mimimum number of splices. Lap splices shall be 48 bar diameter, stagger all splices/ Use minimum 12" long, 900 hook at all corners and intersections. Tie all bars at intersections with #16 annealed wire. E. ROUGH CARPENTRY: Framing: 1. Framing and Structural Lumber :Unless noted otherwise, framing lumber shall be Douglas -Fir Larch (North) of grade indiacted or better and approved equal. Moisture content less than 19 %. Framing lumber shall conform to the following grades: 1. 2x, 3x sill plates shall be pressure treated No 2. 2. 2x, 3x, 4x joists and beams, No 1 ( 1000E-b), 123-B unless noted otherwise on the drawings. 3. 6x & larger beams, Dense (1550E-b), 130-BB 4. 2x, 3x, 4x ledgers and rfaters No 1 ( 1000E-b), 123-B unless noted otherwise on the drawings. 5. 4x4 Posts #1 (1450E-c) 124-B unless noted otherwise on the drawings. 6. 4x6 Posts #1 (1450E-c) 123-B unless noted otherwise on the drawings 7. 6x6 and larger Posts Dense No 1 (1200E-c) 131-BB unless noted otherwise on the drawings 8. 2x4, 3x4 studs and blocking Standard grade ( 1350E-b), 122-C unless noted otherwise on the drawings. 9. 2x, 3x plates # 2 .( 1300E-c), 123-B unless noted otherwise on the drawings. 10. 4x Sleeprs exposed to weather, Pressure Treated Douglas Fir No 2 (1250E-b) or California Redwood No 2 at Contractor's option. Laminated Members: Laminated Members shall conform to standards and specifications for Structural Glue -Laminated Timber per ANSI/AITC Al90.1 Members shall be industrial appreance grade, exterior glue and sealed, load wrapped and marked with a quality markand a certificate sahll be provided to the Engineer and Building Department indicating confoormance with ANSI/AITC Al 90.1 Structural Glued Laminated Timber. 1. Glulams: AITC combination Symbol 24F-V4 Laminations DF/DF at simple spans. AITC combination Symbol 24F-V8 Laminations DF/DF at cantilever spans, continuous span beam or beams supporting shear walls. Engineered Lumber: All Engineered Lumber shall be by Truss -Joist Macmillan, Boise, Idaho 1. LVL:- Laminated Veneer lumber shall be 1.9E Microllam LVL 2. PSL:- Parallel Strand lumber shall be 2.0E Parallam PSL 3. LSL::-Lainated Strand lumber shall be 1.3E Timberstand for Studs, Rim Boards and Blocking, 1.5E Timberstrand for Joist, beams and headers Plywood: All Plywood shall conform to US Product Standard PS 2-92, Americal Plywood Association. Each sheet shall be stamped with the PS and /or APA Grademark. Roof Plywood: shall be 5 ply Interior, Type, CDX Group Identification Index 32/16 Species group 2 or better. Wall Plywood: shall be 4 ply Interior, Type, CDX Group Identification Index 24/0 Species group 2 or better. Floor Plywood: shall be Interior, Type,Sturd-I- Floor, 48"o.c. exterior glue. All Plywood permanntely exposed to weather shall be exterior type plywood Vs Interior plywood referenced above. All unblocked roof & floor plywood edges shall be tongue -and groove or supported with plywood cleats or plywoods clips. Oriented Stand Board OSB shall conform to US Product Standard PS 2-92, Americal Plywood Association. Each sheet shall be stamped with the PS and /or APA Grademark. Roof Plywood: shall be Exposure 1 Rated Sheathing Group Identification Index 32/16. Wall Plywood: shall be Exposure 1 Rated Sheathing, Group Identification Index 24/0. Floor Plywood: shall be I Exposure 1 Rated Sheathing Group Identification Index 48/24. All unblocked OSB edges shall be tongue -and groove or supported with plywood cleats or plywoods clips. Construction Adhesive: 'PL premium' as manufactured by " PL Adhesive and Sealant" or approved equal. Machine bolts, Anchor bolts, Nuts and Washers: ASTM 307. Use all holes 16" larger than bolt diameters with washers at head and nuts. All bolts, anchor bolts, nuts and washers in PTDF sill/lumber shall be hot dipped galvanized. Nails: Common wire nail; galvanized where exposed to weather. Where not indicated size and spacing shall conform to 2013 CBC. Framing Clips, Angle, Straps, Hold -Downs, Strong Walls, Joists and Beam Hangers: As manufactured by "Simpson Strong Tie Co" or approved equal, installed per manufacturer's recommendations. Where practical install straps over plywood to framing members below. Use Boundary Nails (BN) from plywood to the full length of framing members receiving straps. GENERAL NOTES: . All constructions shall be carried out by a California Licensed Contractor; in accordance with this drawings applicable latest codes as required by Local Authorities, as directed by the Engineer as required to finish the intended remodeling/ addition and as per standard industry practice. All construction shall conform to OSHA standrads 2, The contract drawings and specifications represent the finished construction. Unless otherwise shown or noted, they do not indicate the method of construction. Contractor shall supervise and direct the work and shall be responsible for all coordination, construction means and methods, techniques, sequences, proceduresand safety issues until completion. 3. Do not scale the drawings or details. Typical notes and details are provided to cover general construction conditions. Contractor shall follow these notes and details, unless shown or noted otherwise. Construction details that are not shown or noted shall be similar to details shown for similar conditions in related areas. 4, Existing information shown is based on either field measurements or available as -built plans. Irrespective of shown information, Contractor shall field measure, verify and coordinate all information prior to fabrication or purchase of any material. Any discrepancy found shall be reported and resolved with the Engineer prior to further construction in related areas. In case of conflict of information on plans, stringent would govern. 5. Contractor shall have sole responsibility for selecting, designing, furnishing and safe maintaining the required temporary shoring of the structure during construction. 6. Prior to demolition, contractor shall identify all concealed utilities and safely disarm them as required in coordination with the Owner/ occupants so as to least disturb their living during the construction. Any damage to the utilities or to the structure to remain shall be repaired to it's original integrity at the contractor's cost. Contractor shall coordinate all aspects of construction so as to keep all utilities operational as far as possible. Unless noted, all debris shall become Contractor's responsibility to haul off and dispose off. 7. All construction, finishes, textures shall match latest architectural drawings and workmanship shall match provsions in latest codes and to the satisfaction of the Owner. Discrepancies found shall be repaired or replaced at the contractor' s expense. 8 If construction is persuaded in wet weather conditions, it will be be the contractor's responsibility to furnish and install coverings to all exposed construction for full protection from the moisture. 9• Structural observations/ inspections shall be required as per the City of Cupertino Building Department and the 2013 CBC. Contractor shall coordinate all inspections with appropriate parties according to their schedule and procedural requirements. All hardware, anchors, rebars, etc. shall be in place prior to scheduled inspections. CODE DATA PROPOSED ADDITION CBC 2013 : Residential, Building, Electrical, Mechanical, Plumbing, Energy & Fire. Cupertino Municipal Code DESIGN CRITERIA a. ASCE 7-10, 2012 IBC, 2013 CBC b. Roof Dead Load = 14.0 psf; Roof Live Load = 20 psf; Ext. Walls = 15 psf; Int. Walls = 7.5 psf c. Seismic Category: D ; Seismic Base Shear = 0.16 W (ASD) SS= 1.5163g; S,= 0.6g; SpS=1.011g; Sp1=0.6g; R =6.5 e. Wind Exposure = B ; Max Bldg. Ht. = 16' ; Max Design Force = 15.9 psf d. Soil Bearing Pressure = 1500 psf STRUCTURAL OBSERVATIONS CONSTRUCTION ENGINEER OF SPECIAL MILESTONE RECORD INSPECTOR Reinforcement & X AB placement Installation of hold downs X epoxy bolts and dowels Concrete X Placement Framing, shear wall X and diaph nailing General [`Totes Structural Drawings shall be used in conjuctio with the latest architectural drawings See Specifications on St eet S1 See Structural Plans anc. Details on Sheet S1-S5 AQ Plan Check Commer Is 8/11 /14 No. Revisior /Issue Date � C7 7273 6" l0i SEEMA SHENVI 408-996-7456 GENERAL NOTES AVD SPECIFICATIONS ADDITION & REMO )EL FOR Mr. PRASHANTH "ELANG 10445 BYRNE AVE ( �� 301ding �n CUPERTINO, CALIF DRNlA 9�014 ..M F Project s)"- �.-,�r '-V Date S 1 June 2014 Scale All Glulams shall be manufactured with a standard camber of 2500 ft I IAI(1 nn rlrnXA/inns All hPams to he installed with camber fac:inq up. -•.- - -. ----- - - -- T O Q Provide 5- 14" x 6" crawl space vents @ this footing. 1 vent to be at at 3' from corner of ftg. on Line �A 2 2 14 sim 5 oy� S5 4 ^im (N) 2 x 6 F.J, y 6.5 2 S2 y 5.4 2 y+� S2 3.5 2 @ 16 o.c., typ at new OSe S I O addition max span = 9'-0" ti0 OS FOUNDATION NOTES 1 All concrete shall be designed to attain a n ultimate compression strength of 2500 psi after 28 days. Maintain a maximum water cement ratio of 6.5 gallons per sack. Maximum aggregate size shall be 1". 2 All reinforcing shall be Grade 60 deformed bars conforming to ASTM-A-615. Reinforcing shall be lapped 48 bar diameters at all splices and footing intersections. 3 Remove all loose materials and debris from footing trenches prior to reiforcing bar placement and concrete pour. 4 maintain the following cover over rebar: - 3" where concrete is placed against earth. -2" where concrete is formed and exposed to earth or weather. EEDIN 2 Sim 5 All new mud sill plates shall be PTDF #2 or better, continuous set on two strips of sN13 Sim 1/16" thick mastic beads/tapes. All Anchor Bolts (AB) shall be 3/4" diameter with s5 minimum 3" long 90 °hook and shall be embedded 7 " in to concrete. Space ABs per F I shearwall schedule, minimum two per piece of sill plate, maximum 9" from end of sill -]L= I 4"Coric SLAB w/ #4 plate. 16" O.C. BW. See Detail 5/S3 ( I (N) 4x6 Girder at new 2 Sim °5� S5 6 All epoxy set dowels shall be installed during continuous Special Inspection per 2013 Typ for pier footing 2 0 addition, typ. uno S5 Q 0�max span CBC 1701 14gy I� S 4x i 0 B { -- - - �- 7 Plans show bottom plate of structural walls above on footing. Architectural I background shows indicates non structural first floor walls- confirm all background CUT OUT STEM WALL I information with current Architectural drawings. dl 30" FOR CRAWL SPACE ACCESS 2 7.1 8 Plans show bottom plate of structural walls above on footing. Architectural background shows indicates non structural first floor walls- confirm all background information with current Architectural drawings. Provide 6- 14" x 6" SB' 4 S2 Drawl space vents @ this I� 2 � I , se 9 Where pipes pass under or adjacent to footings see Detail 1 /S2. footing. 1 vent to be of ( at 3' from corner of ftg. on Line © ^� ono s2 Sim �` �o�� I - S5 Slm 10 For post sizes supporting beams above see Detail 4/S3. D2 <Q EED T_ - c:6= - O 3 sim 5.0 2 .� 4x10 I - � � n -- s5 11 Plumbing, Sprinkler and Mechanical Subcontractor shall coordinate location of floor �-� I typ @ (E) Ftg to ZO sal - _ - - - - - - - - - - (N) FJ connec penetration with Framing Subcontractor. See Detail 5/S3. -._ - - - _- - -" -� - _ _ ` ( Provide 10- 14" x 6" crawl space --� -- -- - - -- ; ---' - vents @this footing. 1 vent to be of 12 HD3B, etc indicates size of the Simpson hold downs shown. All hold downs and bolts 11 5 2 I j at 3' from corner of ftg. on Line FF 1 I to framing and anchor bolts for hold downs shall be installed per hold down \ I I I 1 I I 2 6 5 manufacturers recommendations. Also see Detail 11 /S5. y' i I leg of wall to receive sheathing on the side of wall shown 10 _ 13 o-, 53 I I I, I -i�-- # indicates shear wall type, see 'Shear Wall Schedule on Sheet S3. hi 14 Floor sheathing shall be unblocked 4" T&G w/ 8d common nails at 6 in o.c. edges. 8d I I ® I I � @10" o.c. field Typ. UNO. 2 sim . 7l8" Threaded rod ? I I II i � ' s5 set in epoxy, 18" long typ, @ (E)footing I , 12.0 2 D 4.7 2 8.0 1 --7 (E)2xF.J. @ 16" o.c., typ to remain (f I I I ( l Typ @Exist, uno. I I I I II s5t 4.2 2 TT 2 I I 12.0 II 2II...... _I I ' I I + t'_ I /2" per foot I t0 Ioor slope (N) Crwal Space Access ZO i 'I I 5 III � I I I I 2 See Section 13/S5 for I `00 I I (N) 4" Thk min Slab on garde I Porch Detail O 2 10.0 I 1 sim I I (N) 2 x 6 F.J. 3 sim IQoy f @ 16. o.c., typ. uno. SS oyti - - - - - - - - - - - - - I Ck _=g- I o _ IQ, S5 I p_ 4 Sim Ao S5 s� (E) 2 x F.J. at bay 'SSTB28' @ 16" D.C., typ to SSTB28' S5 S2 O 14 SW18x8-RFWAB7 8' window I 2 4.0 removed @ (N) Garage S5 Simpson L Simpson ❑ Simpson Simpson 'SWAB7/8' SW16x8X4 SW16x8X4 -- SW18x8-RF ' (E) Footing and wall to be demolished min. - min. min. @ (N) Garage, See Architectural Drawings min. Provide 2- 14" x 6" crawl space vents @ this footing. 1 vent to be at at 3' from corner of ftg. on Line(D 4„CONC SLAB W/ #4 @ 16" O.C. BW. (N) FOUNDATION PLAN c' N III WOOD FRAMING A. All framing and construction shall be , per CBC 2013, per plans, per industry standards, per local Agency's requirement. B. Framing lumber shall conform to the following grades: - 2x sill plates shall be pressure treated Douglas Fir #1. - 2x & 3x studs, plates and blocking shall be Douglas Fir Construction grade or better. - 2x roof rafters shall be Douglas Fir #2 or better. - 2x, 3x or 4x joists or beams shall be Douglas Fir #1 or better. - 4x or 6x posts shall be pressure treated Douglas Fir Dense #1 or better. - Glue Laminated Beams shall be grade 24F-V4 per codes. Provide standard 1600 foot radius camber for all GLBs UNO. Install beams with camber up. C. Plywood sheathing shall be placed with the face grain perpendicular to the joist. Plywood wall sheathing shall be placed with the face grain parallel to studs. Nails shall be 3/8" frorn plywood edges. The minimum dimension of any piece of plywood shall be 16". the following APA grademark plywood shall be used: - Roof Plywood shall be 5 ply. exterior type CDX, Group Identification Index 32 /16. Species Group 2 or better. Provide 8d @ 6" o.c. edges, 80d @ 12" o.c. field UNO on plan. All unsupported edges shall be supported with blocking or plywood clips. - Wall Plywood shall be 4 ply. exterior type CDX, Group Identification Index 32 /16. Species Group 2 or better. See Shear Wall Schedule for nailing and blocking. - Floor Plywood shall be interior type CDX, Group Identification Index 32 /16. Species Group 2 or better. Glue all bearing points to framing. Provide 8d @6" o.c. edges 8d @ 10"o.c. UNO on plan. D. Typical Nailing or Framing shall conform to minimum specifications in codes except as herein noted: -Top Plate Lap 4'-0" Min -Top Plate Splice 8-16d - Joist or rafter to top plate 3-8d toenails - Top plate to stud, end nail 2-16d -Stud to sole plate 4-8d toenail of 2-16d end nail -Double studs, face nails 16d @24"o.c. -Blocking between joists or rafters 3-8d to top plate, toe nail - Rim joist to top plate, toe nail 8d @6"o.c. - Header to stud, toe nail 4-4d E. Lag bolts shall be installed In a hole 60% to 75% of the shank diameter for the threaded portion. Lead hole for unthreaded portion of the shank shall be drilled the same diameter and length as the shank, lubricate before insertion. F. All light gauge metal connectors are specified from the latest catalog of Simpson Strong -Tie company, install per their recommendations, UNO on plans or Details. Contractor may use approved equal. G. zFasteners for preservative -treated wood shall be of hot dipped zinc -coated galvanized steel, stainless steel, silicon bronze or copper (R317.3.1). Exception: One -half -inch diameter or greater steel bolts. 2x4 FRAMING 15 Provide double joist under all bearing walls where all joists where joists are parallel 016" D.C. w/ wall typical, unless noted otherwise. 16 For posts @ beams and typical wall framing see 5/S3. 2x4 FRAMING 1v>.� 3-16dE 17 Typical Hanger Schedule U.N.O. SHEATHING / Joist/Beam Hanger PER FRAMING) NOTES 2x 'LUS' DBL2x LUS-2' 2x4 BRACE ' c�1s' D.C.o.C. 4x, 6x 'LUS' GLB 'GLT' 18 Provide blocking under all partition walls where all joists where joists are perpendicular to wall typical, unless noted otherwise. 19 Provide PTDF posts in crawl space. 20 All (E) and (N) walls are 2 x 4 Studwalls. 21 Provide and install screened ventilation at new addition. See note at Exterior Footing Detail 4/S5. Provide at least one 14" x 6 " vent @3' from building corners at new addition. 6" DIA. MAX. PIPE SLEEVE 24" LAP 6 u ' I MIN USE THIS DETAIL WHERE SLEEVE I INTERFERES WITH LOWER REINF. TO CONDITION THE POINT WHERE THE SLEEVE IS CLEAR ABOVE THE TYPICAL LOCATION OF THE 6" DIA. MAX. PIPE SLEEVE ,.- USE THIS DETAIL WHERE SLEEVE PASSES THROUGH CENTER OF FTG. AND CONDITION 11 CAN RAMIN CLR OF T&B REINF..BY 1" WN. W/O ALTERING LOCATION. TOP OF FTG. REINFORCEMENT 6" DIA. MAX. PIPE SLEEVE � . SEE PLAN FACE OF SLEEVE FACE OF REINF. 24" LAP REINFORCEMENT /-^ TOP OF FTG. - SEE PLAN / 24" LAP OUTSIDE FACE OF SLEEVE 1 FACE OF REINF. J U Z_ REINFORCEMENT . SEE PLAN , TOP OF FTG. Co_J 06 Z 24" 6 CONDITION III USE THIS DETAIL WHERE SLEEVE INTERFERES WITH TOP REINF. THICKEN DETAIL 1 FTG. TO MAINTAIN DEPTH OF TOP REINF. N.T.S. S2 E.N. 4- Simpson 'HU24TF' 4 6 SILL X_Simpson 'MSTA 24' 4 SIMPSON-'SDS 1 /4"X5' @ ea BRACE I DETAIL AT BAY WINDOW DETAIL 2 N.T.S. S2 SHEAR WALL PER PLANS ENI ENI STEM WALL 6" THK. min. typ. uno 20" F_ EMB. FTG MIN. 20" 8" SSTB28 I EMBED LINE --•-- rnr j rt W •- d ` � d Mtn FOUNDATION See Detail 7/S5 SLAB NOT SHOWN FOR d 4 CLARITY d A ,d 1 d y d 49n to � E. ruin j`(a rrit n DETAIL AT GARAGE STRONG WALL DETAIL 3 N.T.S. S2 16d PER SHEARWALL SCHEDULE A35 PER SHEARWALL N' SCHEDULE EN F EN 8; A35 @ EA. JOIST -16d PER SHEARWALL SCHEDULE A35 PER SHEARWALL SCHEDULE FLOOR SHEATHING PER PLAN 2x FLOOR JOISTS PER PLAN 5/8" DIA. ANCHOR BOLT @ PIERS w/ SHRWL w/ MIN. 7" EMBED. @ 12" Z FROM Ea. END PROVIDE SIMPSON BP-5/8-2 00 B" WIDE CONC. STEM WALL. CONC. FTG. W/ 1-#5 @ T. 2- #5 @ B. INTO NATURAL SOIL - 16" PROVIDE #4 @ 36" O.C. VERT REINF. MIN. CENTERED ON STEM WALL (N) FOOTING DETAIL ON LINE 2 AT (N) ADDITION Screened under floor ventilation shall be not less tahn 1 sq. ft. for eanh DETAIL 150 sq.ft. of under floor area. N.T.S. S2 SEE DETAIL 4/S2 FOR Z DETAIL 6 N.T.S. 1,, S2 General � otes See General Notes on SI leet Al See Specifications on Sheet Al. See Wall legend on SheE t A2. See Schedule of doors a id windows on Sheet A1- See Elevations and Sect ons on Sheet A4 See Exterior finish specifications on Sheet A3 See T24 Calcultaions on on Sheet T24. See Electrical Layout Pk in on Sheet E1. See Structural Plans and I Details on Sheet S1- S5. MM 20 Plan Check Commel its 8/11 /14 No. Revisio 1/Issue Date OFESSIO jOe�P R- S/y J , C7727'ity.; /� y� SEEMA SHEN 408-996-74, FOUNDATION PLAN ADDITION & REMODEL FOR Mr. PRASH,6 NTH TELANG 10445 BYRNE,WE. CUPERTINO, C ALIF NIA- 95014 � ' E C..R u. - E ProjeJayO Sheet r„ '� Date l Scale 1 /411 = 1' T Provide 5- 14" x 6' crawl space vents 0 this footing. 1 vent to be at at 3from corner of ftg. on Lineo 2 5 (2 x 6 F.J. S2 F @ @ 16" o.c., typ at new sOS 6.5 2 y yo 5.4 addition max span = 9'-0" _ ose t so EED N y ose_ T T 2 14 sim ss 4 sim S2 3.5 2 do �� l yore L ©mt�V IN) 4x6 Girder at new 3 addition, typ. uno max span = 6-10" yos� _____f -- �� ® (@ 2 x 6 PT DpF Floor Joists 3 ---L-„3 !1 16" D.C., t at new I U addition max span = 9'-0" 4 Provide Simpson hanger See Detail 51S3 I S2 -- - - (N) ax6 Girder at new 2 sim 13 connection at 2x ledger. Typ for pier footing addition typ. uno S5 S5 Provide 6- 14" x 6" Se' crawl space vents CAA this ' lT footing. 1 vent to be at at 3' from corner of ftg. on Line 10 EED tiosi max span = 6'-0" 0 10 p -4x10 _ _ _ 3 CUT OUT STEM WALL (N) 2 x 10 min PT DF Ledger 30" FOR CRAWL ( w/ 2 - 1/2" dia Sleeve Anchors , 5" long SPACE ACCESS ' @ 12" O.C., Provide 2 anchors at either ends 2 7.1 of ledger 4 J N 2 S5 � °,,1 SS sim °'�0 �— S$ Sim ED ' , I-- —4x10 71 _ j 3 sim — — — — — — — — — 1 SS typ @ (E) Ftg to j (N) FJ connec Provide 10- 14" x 6" crawl space vents @ this footing. 1 vent to be at 11.5 2 I ( at 3' from comer of ftg. on Line !I I S3 101 IleC (N) FOUNDATION PLAR FOUNDATION NOTES 1 All concrete shall be designed to attain a n ultimate compression strength of 2500 psi after 28 days. Maintain a maximum water cement ratio of 6.5 gallons per sack. Maximum aggregate size shall be 1". 2 All reinforcing shall be Grade 60 deformed bars conforming to ASTM-A-615. Reinforcing shall be lapped 48 bar diameters at all splices and footing intersections. 3 Remove all loose materials and debris from footing trenches prior to reiforcing bar placement and concrete pour. 4 maintain the following cover over rebar: - 3" where concrete is placed against earth. -2" where concrete is formed and exposed to earth or weather. 5 All new mud sill plates shall be PTDF #2 or better, continuous set on two strips of 1/16" thick mastic beads/tapes. All Anchor Bolts (AB) shall be 3/4" diameter with minimum 3" long 90 ° hook and shall be embedded 7 " in to concrete. Space ABs per shearwall schedule, minimum two per piece of sill plate, maximum 9" from end of sill plate. 6 All epoxy set dowels shall be installed during continuous Special Inspection per 2013 CBC 1701 7 Plans show bottom plate of structural walls above on footing. Architectural background shows indicates non structural first floor walls- confirm all background information with current Architectural drawings. 8 Plans show bottom plate of structural walls above on footing. Architectural background shows indicates non structural first floor walls- confirm all background information with current Architectural drawings. 9 Where pipes pass under or adjacent to footings see Detail 1/S2. 10 For post sizes supporting beams above see Detail 4/S3. 11 Plumbing, Sprinkler and Mechanical Subcontractor shall coordinate location of floor penetration with Framing Subcontractor. See Detail 5/S3. 12 HD3B, etc indicates size of the Simpson hold downs shown. All hold downs and bolts to framing and anchor bolts for hold downs shall be installed per hold down manufacturer's recommendations. Also see Detail 11 /S5. 13 1 length of wall to receive sheathing on the side of wall shown # indicates shear wall type, see 'Shear Wall Schedule on Sheet S3. 14 Floor sheathing shall be unblocked 4" T&G w/ 8d common nails at 6 in o.c. edges. 8d @10" o.c. field Typ. UNO. . 15 Provide double joist under all bearing walls where all joists where joists are parallel w/ wall typical, unless noted otherwise. 2x4 FRAMING 016" O.C. 16 For posts @ beams and typical wall framing see 5/S3. 2x4 FRAMING ` 17 Typical Hanger Schedule U.N.O. 3-16d SHEATHING / Joist/Beam Hanger PER FRAMING_/ NOTES 2x 'LUS' DBL2x 'LUS-2' 01 sB RACE 4x, 6x 'LUS' GLB 'GLT' 18 Provide blocking under all partition walls where all joists where joists are perpendicular to wall typical, unless noted otherwise. 19 Provide PTDF posts in crawl space. 20 All (E) and (N) walls are 2 x 4 Studwalls. 21 Provide and install screened ventilation at new addition. See note at Exterior Footing Detail 4/S5. Provide at least one 14 x 6 " vent @3' from building corners at new addition. 6" DIA. MAX. PIPE SLEEVE 24" LAP _.._......... �.N_ ...... 6 USE THIS DETAIL WHERE SLEEVE INTERFERES WITH LOWER REINF. TO CONDITION I THE POINT WHERE THE SLEEVE IS CLEAR ABOVE THE TYPICAL LOCATION OF THE 6' DIA. MAX. PIPE SLEEVE USE THIS DETAIL WHERE SLEEVE PASSES THROUGH CENTER OF FTG. AND CONDITION 11 CAN RAMIN CUR OF T8B REINF..BY 1" IMN. WIO ALTERING LOCATION. TOP OF FTG. REINFORCEMENT 6" DIA. MAX. PIPE SLEEVE __ (-7 -SEE PLAN FACE OF SLEEVE z�J FACE OF REINF. U � 24" LAP REINFORCEMENT/.. TOP OF FTG. - SEE PLAN 24" LAP OUTSIDE FACE OF SLEEVE FACE OF REINF. U Z_ REINFORCEMENT - SEE PLAN i-- TOP OF FTG. 24" LA [a o6 U 6—. 6 CONDITION III USE THIS DETAIL WHERE SLEEVE INTERFERES WITH TOP REINF. THICKEN DETAIL 1 FTG. TO MAINTAIN DEPTH OF TOP REINF. N.T.S. S2 WOOD FRAMING A. All framing and construction shall be , per CBC 2013, per plans, per industry standards, per local Agency's requirement. B. Framing lumber shall conform to the following grades: - 2x sill plates shall be pressure treated Douglas Fir #1. - 2x & 3x studs, plates and blocking shall be Douglas Fir Construction grade or better. - 2x roof rafters shall be Douglas Fir #2 or better. - 2x, 3x or 4x joists or beams shall be Douglas Fir #1 or better. - 4x or 6x posts shall be pressure treated Douglas Fir Dense #1 or better. - Glue Laminated Beams shall be grade 24F-V4 per codes. Provide standard 1600 foot radius camber for all GLBs UNO. Install beams with camber up. C, Plywood sheathing shall be placed with the face grain perpendicular to the joist. Plywood wall sheathing shall be placed with the face grain parallel to studs. Nails shall be 3/8" from plywood edges. The minimum dimension of any piece of plywood shall be 16". the following APA grademark plywood shall be used: - Roof Plywood shall be 5 ply. exterior type CDX, Group Identification Index 32 /16. Species Group 2 or better. Provide 8d @ 6" o.c. edges, 80d @ 12" o.c. field LINO on plan. All unsupported edges shall be supported with blocking or plywood clips. - Wall Plywood shall be 4 ply. exterior type CDX, Group Identification Index 32 /16. Species Group 2 or better. See Shear Wall Schedule for nailing and blocking. - Floor Plywood shall be interior type CDX, Group Identification Index 32 /16. Species Group 2 or better. Glue all bearing points to framing. Provide 8d @6" o.c. edges 8d @ 10"o.c. LINO on plan. D. Typical Nailing or Framing shall conform to minimum specifications in codes except as herein noted: -Top Plate Lap 4'-0" Min -Top Plate Splice 8-16d - Joist or rafter to top plate 3-8d toenails - Top plate to stud, end nail 2-16d -Stud to sole plate 4-8d toenail of 2-16d end nail -Double studs, face nails 16d @24"o.c. -Blocking between joists or rafters 3-8d to top plate, toe nail - Rim joist to top plate, toe nail 8d @6"o.c. - Header to stud, toe nail 4-4d E. Lag bolts shall be installed in a hole 60% to 75% of the shank diameter for the threaded portion. Lead hole for unthreaded portion of the shank shall be drilled the same diameter and length as the shank, lubricate before insertion. F. All light gauge metal connectors are specified from the latest catalog of Simpson Strong -Tie company, install per their recommendations, UNO on plans or Details. Contractor may use approved equal. 2 G. Fasteners for preservative -treated wood shall be of hot dipped zinc -coated galvanized steel, stainless steel, silicon bronze or copper (R317.3.1). Exception: One -half -inch diameter or greater steel bolts. SSTB28 EMBED LINE Simpson 'HU24TF' 4x 6 SILL 4' Simpson 'MSTA 24" r ' ` - /....... t E\ 4 SIMPSON-'SDS 1/4"X5' & eo BRACE E.N.`'. DETAIL AT BAY WINDOW DETAIL 2 N.T.S. S2 SHEAR WALL D PER PLANS EN F 1-1 FOUNDATION See Detail 71S54. I d '4 . < d DETAIL AT GARAGE STRONG WALL DETAIL 3 N.T.S. S2 - 16d PER SHEARWALL SCHEDULE A35 PER SHEARWALL --' SCHEDULE EN A35 0 EA. JOIST -16d PER SHEARWAH SCHEDULE A35 PER SHEARWALL SCHEDULE r2212l S. FLOOR SHEATHING DETAIL 5 PER PLAN N.T.S. S2 2x FLOOR JOISTS PER PLAN - EN 8" —5/8" DIA. ANCHOR BOLT 0 PIERS w/ SHRWL w/ MIN. 7" EMBED. @ 12" FROM EA. END PROVIDE SIMPSON ? BP-5/8-2 CO STEM WALL 6" THK. min. 8" WIDE CONC. STEM WALL. typ. uno 20" CONC. FTG. W/ EMB. FTG MIN. 20" - 1-#5 0 T. 2- #5 0 B. INTO NATURAL SOIL 16" PROVIDE #4 ® 36" O.C. VERT REINF. MIN. CENTERED ON STEM WALL (N) FOOTING DETAIL ON LINE 2 AT (N) ADDITION Screened under floor ventilation shall be not less tahn 1 sq. ft, for eanh DETAIL r4 150 sq.ft. of under floor area. N.T.S. S2 DETAIL 4/s2 FOR FC General Notes See General Notes on Shee' Al. See Specifications on Sheet Al. See Wall legend on Sheet A:?. See Schedule of doors and 4iindows on Sheet Al. See Elevations and Section:- on Sheet A4 See Exterior finish specificat ons on Sheet A3 See T24 Calcultaions on on Sheet T24. See Electrical Layout Plan o i Sheet El. See Structural Plans and DE tails on Sheet S1- S5. CUPERTINO Buildin,q Department VED FOR CODE COMPLIANCE viewed -By: REVISION DATE 0 Master Bedroom Window Si e, Porch 1/13/15 Framing and Ceiling Levels evised 2Q Plan Check Comments 8/11 /14 No. Revision/Isslae Date S1 �aFES0q QC 9 O Q g. SH CIO C77273 El��l SEEMA SHENVI 408-996-7456 FOUNDATION PLAN ADDITION & REMOD =L FOR Mr. PRASHANTH TE LANG 10445 BYRNE AVE. CUPERTINO, CALIFOI ZNIA- 95014 Project Date May 2013 Scale 11411 = 1' Sheet S2 -Roof Framing See Roof Framing plan j.--A35@24"oxmin. . i j --DBL. TOP PLATES .-718"SHIM _._. .__. __ ....,..:_ ........., ri SEE DETFOR ,I OTHER SHIM CONDITIONS STRONG -WALL TOP PLATES SDS1/4'x6-SCREWS f TOP PLATE CONNECTION AT STRONGWALL DETAIL 1 N.T.S. S3 I - O CRIPPLE SHEAR WALL, BLOCKING AND STRAP. = (EXTEND SHEATHING UP TO " ROOF DIAPHRAGM) ATTACH SDS SCREWS 1 TO BLOCKING ti ADJACENT FRAMING PROVIDE 2X DIAGONAL BRACE @.48" O.C. SEE DETAIL 7lS2 RAISED FLOOR STRONG -WALL DETAIL 2 N.T.S. S3 See Manufacturer'1 Specifications for Allowable openinc RAISED FLOOR STRONG -WALL DETAIL 3 N.T.S. S3 I X m 412 BM I 2x6C J.y 16'oc (O� _ ..._.. .... _ I 4x12 BM iz.o z _ _ l_ -------_-- 7 2,12 C J.16'o.c. Trp. o"o m -m Provide Simpson 'LST20' CO N I strap to connect postX x supporting ridge memebres above to 7X a _ PSL ceiling beams, typ. F� ._,az z ._i.. ...... rIr - — — — — — — -- - I. a,6 _.._. I; .. _. ' M.x sp.n=0-0' II 4x12 BM 1 . m m m a° 2 l 7x11 7/8 PSL BM ...... �. o.o z i I ....._... :� i �x12 RIV; 1 s.o on 3 1 /2 x 11 7/8 PSL header simoson _ _ _ SW16x8 SW18xe E3--. Shnpson ❑ SW18x8RF SW18x8-RF Provide Simpson 'BC40' Post Base to connect post supporting ridge memebres above to ceiling beams, tYp uno. (N) CEILING FRAMING PLAN SCALE: 1/8" = V-0" PLATE SPLICE OCCUR OVER STUDS SHIM TIGHT PRIOR TO SHEET ROCK 2x SILL MIN, CRIPPLE STUDS BELOW WINDOW SILL MAY BE STANDARD GRADE 2x @16" O.C. MIN. rr/ an npaon i-w n n,yn COMMON NAILS EA. END. CEILING DETAIL 4'-0" MIN. W/ 4'-0" MIN. W/ PERPENDICULAR BM. BEARING AT WALL. WHERE 16-16d (@ 3.0" D.C.) 16-16d (@ 3.0" D.C.) BM. IS DROPPED, PROVIDE WST27' MIN. U.N.O. I STAGGERED I STAGGERED ( STRAP ACROSS FACE OR DBL TOP PLATECENTER r STRAP OVER BM. 'A34' CLIP EA. SIDE OF 3- 16d FACE NAILS TYP. OR USE TOE NAILS WHERE BEAM USE'EPC','PC' WHERE BM. BEARS DIRECTLY ON POST. KING STUD IS > 2x I..,_ _, PROVIDE SIMPSON 'ECC / 2x ECCQ' POSTCAPS AT POSTS SUPPORTING SECOND FLOOR FRAMING. BEAM IN PLANE OF WALL END STUD I i1�2x or 3x PLATE fr 1 2x KING (� STUD _ ._ \ A34 TOP & ' A34' CLIP AT U.N.O. BOTTOM OF STUDS @ 16 O C., 2x STUDS ON EA. SILL PLATE KING STUD SEE DETAIL 2/S3 SIDE OF POST FOR STUD WHERE DBL TOP PENETRATION PLATE IS CUT BLKG AT PLYWOOD EDGES WHERE REQD. - - SEE SHEARWALL STUD SIZE 2x 4 @16" O.C. DFL NO. 2 AT SCHEDULE SPACING: EXT. & INT. WALLS _ _ DETAIL 4 �3 N.T.S. SHEAR WALL �- 16d PER SHEARWALL SCHEDULE PER PLANS A35 PER SHEARWALL N SCHEDULE EN"___------�-.- 4x BM, Per Framing Plan DETAIL 6 N.T.S. S3 _ � N CEILING DETAIL EN E 4x GIRDER PER PLAN L SIMPSON GH' HANGER DETAIL rl N.T.S. 2x CLG JSTS, Per Framing Plan ® (N) Living Room l I COMMON NAILS EA. END. 4x BM, Per Framing Plan CEILING DETAIL DETAIL (__7 N.T.S. S3 9v PAPTPRC Por F—ing Plan 4x BM, Per Framing Plan DETAIL 8 N.T.S. S3 BM P SIMP 4 DRAG STRAPS AT BREAKS. USE ST18 STRAPS U.N.O. PER PLAN. STRAPS TO BE SIMPSON OR EQUAL. DRAG STRUT DETAIL HEADER SCHEDULE OPENING SIZE MIN. HEADER, U.N.O. ON PLAN 2x 4 STUDWALL 2x 6 STUDWALL 0 - 3' 4x6 6x6 3'-1" - 6' 4x8 6x8 6-1" - 8' 410 6x10 NOTE: 1. 4X AND 6X HEADERS SHALL BE DOUGLAS FIR #2 OR BETTER. 2. CONTRACTOR SHALL VERIFY THAT WOOD HEADERS ARE FREE FROM ALL MANUFACTURING IMPERFECTIONS L/3 MIN. 2d MIN. L/3 MAX. FACE OF 3d SUPPORT MIN. ' V.n 3'TVS R, nteUh HOLES MAY BE 1 DRILLED AT3"O.C.IN J1 N �` � THIS AREA � E SOLID LUMBER JOIST DIA. OD JOIST HOLES --- OR BEAM SHOULD BE LESS STUDS THAN d/5 TYP. k - NOTCHES IN STUDS HOLE ' W/2 ARE NOT PERMITTED I? ' d= DEPTH OF MEMBER Dili s L = CLEAR SPAN NO NOTCHES PERMITTED WHERE MAX. 'd' IS 5" OR IN BOTTOM OF JOIST OR BEAM USE WHERE HOLE DIA EXCEEDS W/3 HOLES IN STUDS, JOISTS OR BEAM on DETAIL 5 N.T.S. �S3 WHERE HOLE DIA. EXCEEDS W/3 BUT IS LESS THAN W/2 PROVIDE'ST22' W14-16d EA. SIDE, EA, END. SHEARWALL SCHEDULE FDN. ANCHOR BOLT SHEAR CLIP SPACING PLATE CONNECTION SHEAR REFERENCE SILL PLATE SPACING 'A35' /'LTP4' NAILING OR BOLTING CAPACITY (PLF) NOTES MARK SPACING TYP MIN. 6" O.C. 2x MIN 72" O.C. 24"/32" O.C. 16d @ 6" O.C. 175 1 UNO 1 6" O.C. 2x MIN 48" O.C. 12"/18" O.C. 16d @ 3" O.C. 280 1 2 4" O.C. 3x 24" O.C. 6"/9" O.C. 2-16d @ 3" O.C. 430 1' NOTES: - Structural drawings show sheathing where required. At all other walls shown as structural walls, anchor bolts plate connection & clips shall be installed as specified as'TYP. MIN. U.N.O'. - Sheathing shall be Z' CDX plywood or OSB per structural specification. - Sheathing fasteners shall be8d common or 8d galvanized box. - All studs and plates shall be 2x U.N.O. - Block all edges of sheathing - Plate connections nails shall be 16d common U.N.O.. - Shear clips shall be Simpson 'A35' or'LPT4' connectors.'LPT4" clips shall be installed over wall sheathing with long dimension horizontal. - All anchor bolts shall be $" with 1 3"min. hook and 7" minimum embedment into concrete w/ 3" x3" x1/4sq. plate washer and nuts - provide 2 min per platew/ one bolt within 6"- 12" of ends. -shear walls shall be constructed with panel sheets not less than 4' by 8', except at boundaries and changes in framing where minimum sheet dimension shall be 24" unless all edges of undersized sheets are supported by framing members or blocking.. BEAM CONNECTION DETAIL AT PORCH DETAIL 9 N.T.S. S3 SHR. WALL 1 PER PLAN 1ji 16d PER S.W. SCHEDULE FLR SHTH'G See Detail 3/S3 PER PLAN EN (E/N) 2x FUR #5 EPDXY SET IN 5- DEEP JSTS PER PLAN HOLES (3H:1V) 0 24" O.C. 12" LONG W/ STD HOOK, _ STAGGERED. Ii (N) STEM PROFILE IF (E) STEM < 8" PROVIDE #4 048"O.C. VERT 0-1 REINF. MIN. IN STEM WALL (E) CONC. FOOTIN l— 20" $"t ) 9" MIN • G #5 EPDXY SET IN 5- DEEP 4" HOLES (3H:1V) 0 12" O.C. '--` (N) CONC. FTG. W/ 12" LONG W/ STD HOOK, 2-#5 T.&B. 2"t $"d; 2"t s- (E) FOOTING DETAIL ON TINE 2 DETAIL ri 0 N.T.S. S3 AT HEADER, FIELD NAIL THRV SHEATHING NOTE: AND METAL STRIP MTH lad COMMON NAILS OR 16d SINKERS AT LOCATIONS LOAD PATH DESIGN AND MARKED BY PAINTED DOTS DETAILS ABOVE HEADER TO BE PROVIDED BY OTHERS TOP OF PANEL oN e °fie +- w i o HEADER PER PLAN •� , PANEL SHEATHING •' PERIMETER METAL U-CHANNEL USE 318 PLYWOODIOSB SHIM UNDER STRAP WHEN HEADER IS 3-1/8 GLB FIELD NAIL 10ga STRAP _ HEADER 11 II 11 11 II �, jI 0 , Ij jI ,: TO POST & HEADER WITH (10) 10d COMMON NAILS OR (10) 16d SINKER 1/2" SHIM IS PROVIDED WITH _ NAILS AT TOP AND BOTTOM WALL, BUT IS NOT REQUIRED �� OF EACH STRAP. NOTE: POSITION HEADER FLUSH SDS 114" X 6" SCREWS AGAINST STRONG -WALL SHEATHING. v� STRONG WALL FRAMING DETAIL AT GARAGE DETAIL 11 N.T.S. S3 General I'lotes See General Notes on S ieet Al. See Specifications on S eet Al. See Wall legend on Sheot A2. See Schedule of doors and windows on Sheet Al. See Elevations and Seci ions on Sheet A4 See Exterior finish speci �ications on Sheet A3. See T24 Calcultaions or on Sheet T24. See Electrical Layout PI, In on Sheet E1. See Structural Plans and I Details on Sheet S1, S2 and S3 Qz Plan Check Commenf > 8/11 /14 No. Revision /Issue Date ` ��� s< EZ S �C` m �p cn C7727 ;P1 'YL r i SEEMA SHENVI 408-996-7456 CEILING FRAMING PLAN ADDITION & REMOCIEL FOR Mr. PRASHA _LANG 10445 BYRNE AVE CUPERTR40, CALIFE,RNIA-95014 9 �t ii j;'? T�i {g Project eet< , E b1I ..b/,1 ED P 0, t✓...�L.-t4 �14�Irii .f''',i' �%^, Date , sC v _ - $, June 2014 Scale AS NOTED Roof Framing See Rcot Framing pan �- A35 @ 24" o.c min. _,DBL TOP PLATES ... _ ..._� _....,__ 7f8"SHIM µ ._..._..-...,_».,,,....,.,.. _,....... _...._ .._.,,_..,.. 'I,: FOR OTHER SHIM CONDITIONS STRONG -WALL 70P PLATES - SDS1/4"x6' SCREWS TOP PLATE CONNECTION AT STRONGWALL DETAIL 1 N.T.S. S3 - 0 CRIPPLE SHEAR WALL, BLOCKING AND STRAP. (EXTEND SHEATHING UP TO _.. ROOF DIAPHRAGM) / - ATTACH SDS SCREWS / 4 TF TO BLOCKING ADJACENT FRAMING is PROVIDE 2X DIAGONAL BRACE @.48" O.C. SEE DETAIL 7/S2 RAISED FLOOR STRONG -WALL DETAIL 2 N.T.S. S3 q I I 5.0 2 I I 2x6CJ.�16'o.c. ' Mu span 2x 12 CJ. 1S-os. Typ.— Provide Simpson 'LST20' strap to connect post supporting ridge memebres above to 7X I PSL ceiling beams, typ. 2x 12 C.J. @ 16•o.c. I I I --.1. .—.__ —�_ L Max Span=20Q' ._... ... _.-..- ..I_. { ILI p. a { 7xl1 7/8 PSL BM ' .._......_.. _ .e 3 ( ,�� _�_ _ x11 Z!8_P_SLBM____ — 31l2 m( ?, ...__. .. c0 I o Xi sn 3 112 x 11 718 PSL header SWISx6 SWI8x8-RF Provide Simpson 'BC40' Post Base to connect post supporting ridge memebres above to ceiling beams, typ Una. (N) CEILING FRAMING PLAN SCALE: 1/8" = V-0" 4'-0" MIN. W/ 4'-0" MIN. W/ PERPENDICULAR SM. BEARING AT WALL. WHERE 16-16d (@ 3.0" o.c.) 16-16d (@ 3.0" o.c.) BM. IS DROPPED, PROVIDE'MST27' MIN. U.N.O. STAGGERED STAGGERED 'STRAP ACROSS FACE OR DBL TOP PLATECENTER �STRAP OVER BM. 'A34' CLIP EA. SIDE OF PLATE SPLICE BEAM USE'EPC','PC' OCCUR OVER 3- 16d FACE NAILS TYP. OR WHERE BM. BEARS STUDS USE TOE NAILS WHERE DIRECTLY ON POST. KING STUD IS > 2x COI PROVIDE SIMPSON 'E ECCQ' POSTCAPS AT �J11 ,11a�iL( L u t1 i . POSTS SUPPORTING SHIM TIGHT SECOND FLOOR FRAMING. PRIOR TO SHEET BEAM IN PLANE ROCK — OF WALL ' 2x7RIMM R 3; END STUD i \. - 2x SILL MIN J See Manufacturer: Specifications for Allowable openim, KING STUD JGC U� bill_ - ` SIDE OF POST FOR STUD WHERE DBL TOP PENETRATION PLATE IS CUT BLKG AT PLYWOOD EDGES WHERE READ. SEE SHEARWALL STUD SIZE 2x 4 @16" O.C. DFL NO. 2 AT SCHEDULE SPACING: EXT. & INT. WALLS RAISED FLOOR STRONG -WALL DETAIL r3___� N.T.S. S3 2x CLG JSTS, Per Framing Plan W/Simpson 'LUS' Hanger 4-16d COMMON NAILS EA. END. 4x BM, Per Framing Plan CEILING DETAIL DETAIL 6 N.T.S. S3 1, PAFTFPC Par Frnminn Plan 4x BM, Per Framing Plan CEILING DETAIL DETAIL 8 N.T.S. !S3 DETAIL 4 N.T.S. — 2x CLG JSTS, Per Framing Plan 0 (N) Living Room TY/JIITiPSVr1 LVJ .,nyxr r—,v.+ COMMON NAILS EA. END. 4x BM, Per Framing Plan CEILING DETAIL DETAIL 7 N.T.S. S3 BM PER PLANS SIMPSON HUC 48 _! 4x POST or 2-2 x 4 DRAG STRAPS AT BREAKS. USE ST18 STRAPS U.N.O. PER PLAN. STRAPS TO BE SIMPSON OR EQUAL. 1 i I I { I DRAG STRUT DETAIL HEADER SCHEDULE OPENING SIZE MIN. HEADER, U.N.O. ON PLAN 2x 4 STUDWALL 2x 6 STUDWALL 0 - 3' 4x6 6x6 3'-1" - 6' 4x8 6x8 6-1" - 8' 4x10 6x10 NOTE: 1.4X AND 6X HEADERS SHALL BE DOUGLAS FIR #2 OR BETTER. 2. CONTRACTOR SHALL VERIFY THAT WOOD HEADERS ARE FREE FROM ALL MANUFACTURING IMPERFECTIONS L/3 MIN. 2d MI L/3 MAX. FACE OF +�„\` 3d SUPPORT , HOLES MAY BE ---- --= _ DRILLED AT 3" O.C. IN 'J 1 NTH - THIS AREA _ 1 -- SOLID LUMBER JOIST DIA. OD JOISTHOLES OR BEAM SHOULD BE LESS STUDS THAN d/5 TYP. NOTCHES IN STUDS HOLE _W/2 ARE NOT PERMITTED 7­19 d= DEPTH OF MEMBER L = CLEAR SPAN — — NO NOTCHES PERMITTED WHERE — _ W/3 MAX. 'd' IS 5 " OR IN BOTTOM OF JOIST OR BEAM L� USE WHERE HOLE DIA. L.-.J EXCEEDS W/3 DETAIL 5 — N.T.S. �S3� WHERE HOLE DIA. EXCEEDS W13 BUT IS LESS THAN W/2 PROVIDE'ST22' W/4-16d EA. SIDE, EA. END. SHEARWALL SCHEDULE FDN. SILL PLATE ANCHOR BOLT SPACING SHEAR CLIP SPACING 'A35' /'LTP4' PLATE CONNECTION NAILING OR BOLTING SHEAR CAPACITY (PLF) REFERENCE NOTES MARK SPACING 2x MIN 72" O.C. 24"/32" O.C. 16d @ 6" O.C. 175 1 TYP MIN, UNO 6" O.C. 1 6" O.C. 2x MIN 48" O.C.1 12"/18" O.C. 16d �il 3" O.C. 280 3x 24" O.C. 61,19" O.C. 2-16d @ 3" O.C. 430 1• A" n c 2 NOTES: 1 • - Structural drawings show sheathing where required. At all other walls shown as structural walls, anchor bolts plate connection & clips shall be installed as specified as'TYP. MIN. U.N.O'. - Sheathing shall be 2" CDX plywood or OSB per structural specification. - Sheathing fasteners shall be8d common or 8d galvanized box. - All studs and plates shall be 2x U.N.O. - Block all edges of sheathing - Plate connections nails shall be 16d common U.N.O.. - Shear clips shall be Simpson 'A35' or'LPT4' connectors.'LPT4" clips shall be installed over wall sheathing with long dimension horizontal. - All anchor bolts shall be $" with 1 !"min. hook and 7" minimum embedment into concrete w/ 3" x3" x1/4sq. plate washer and nuts - provide 2 min per platew/ one bolt within 6"- 12" of ends. -shear walls shall be constructed with panel sheets not less than 4' by 8', except at boundaries and changes in framing where minimum sheet dimension shall be 24" unless all edges of undersized sheets are supported by framing members or blocking.. BEAM CONNECTION DETAIL AT PORCH DETAIL 9 N.T.S. S3 SHR. WALL PER PLAN 16d PER S.W. SCHEDULE FLR SHTH'GPER PLAN See Detail 3/S3 _ E.N.t (E/N) 2x FUR #5 EPDXY SET IN 5" DEEP I JSTS PER PLAN HOLES (3H:1 V) 0 24" O.C. 12" LONG W/ STD HOOK, t __ STAGGERED_, -, (j; \ (N) STEM PROFILE IF (E) STEM < 8" \ PROVIDE #4 @48"O.C. VERT REINF. MIN. IN STEM WALL \ 1 \ \ (E) CONC. FOOTIN L_ 20" g^f 3 9" MIN • G' #5 EPDXY SET IN 5" DEEP 4" HOLES (3H:1V) @ 12" O.C. "- (N) CONC. FTG. W/ 12" LONG W/ STD HOOK, 2-#5 T.&B. 2"t 8"± 2"t 6" (E) FOOTING DETAIL ON IINE 2 DETAIL 10 N.T.S. S3 AT HEADER, FIELD NAIL THRU SHEATHING NOTE AND METAL STRIP WITH 10d COMMON PATH DESIGN AND NAILS OR 16d SINKERS AT LOCATIONS LOAD LOADDETAILS PATH DE HEADER TO MARKED BY PAINTED DOTS BE PROVIDED BY OTHERS TOP OF PANEL o � HEADER PER PLAN --PANEL SHEATHING X PERIMETER METAL U-CHANNEL USE 3/8 PLYWOOD/OSB SHIM UNDER STRAP WHEN HEADER IS 3-118 GLB r----"�--i FIELD NAIL 1098 STRAP I II TO POST & HEADER HEADER iu LIB Y WITH (10) 10d COMMON NAILS OR (10) 1rd SINKER 1/2' SHIM IS PROVIDED WITH / NAILS AT TOP AND BOTTOM WALL, BUT IS NOT REQUIRED OF EACH STRAP. NOTE: f / POSITION HEADER FLUSH - SDS 114" X 6" SCREWS AGAINST S7RONG-WALL SHEATHING. / STRONG WALL FRAMING DETAIL AT GARAGE DETAIL 11 N.T.S. S3 General Note: See General Notes on Sheet Al. See Specifications on Sheet, \1. See Wall legend on Sheet A2. See Schedule of doors and \A indoors on Sheet Al. See Elevations and Sections on Sheet A4 See Exterior finish specificati ms. on Sheet A3 See T24 Calcultaions on on Sheet T24. See Electrical Layout Plan o{ I Sheet El. See Structural Plans and De ails on Sheet S1, S2 and S3. CUPERrIN0 Quilding Dsllarfimognt mom• REVIEWED FOR CODE COW L IANCE Reviewed Bys:9i✓//�T�i'% REVISION DATE F-, Master Bedroom Window S ze, Porch 0 Framing and Ceiling Levels revised 1/13/15 A2 Plan Check Comments 8/11/14 No. Revision/Iss ue Date SHE F jW [tt tf SEEMA SHENVI 408-996-7456 CEILING FRAMING PLAN ADDITION & REMODEL FOR Mr. PRASHANTH TELA NG 10445 BYRNE AVE. CUPERTINO, CALIFORNIA- 95014 Project Sheet Date S 3 II inA 7i11 d Scale AS NOTED