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approved plans_R-2020-013 Communi y Development Department Planr ng Division — Cupertino CUPLRTIN4 APPROVED Case # R-2020-013, Kwzuw"'-js� Approval Body: rector/Staff DR . DESIGN Approval Date 110/01/20 18780 HANNA Signature Bell Yau Case Manager CUPERTINO ., CA AMSDESIGN VICINITY MAP : SCOPE OF WORK: FIRE NOTES : LOCAL TABLES / NOTES : 2275 S.BASCOM AVE., CAMPBELL,CAA9008 SUITE1406 Tell:(415)254.1606 e-MAIL: office@AMSDesignllp.com NEW 2,457 SQF. TWO (2) STORY HOME WITH A REAR-FACING SECOND STORY A- AN AUTOMATIC RESIDENTIAL FIRE SPRINKLERS SYSTEM SHALL BE BALCONY AND A 709 SQF. BASEMENT ADU. INSTALLED IN ONE- AND TWO-FAMILY DWELLINGS AS FOLLOWS: IN ALL NEW REQ. PRIOR TO FINAL j �,, L, ONE AND TWO-FAMILY DWELLINGS AND IN EXISTING ONE AND TWO-FAMILY �P�e aA�fc� DWELLINGS WHEN ADDITIONS ARE MADE THAT INCREASE THE BUILDING AREA OCCUPANCY: PUBLIC WORKS NOTES: /!G�l�� TO MORE THAN 3,600 SQUARE FEET PER SEC R313.2.1. EXCEPTION: A ONE- �6r TIME ADDITION TO AN EXISTING BUILDING THAT DOES NOT TOTAL MORE THAN moo` 1,000 SQUARE FEET OF BUILDING AREA. NOTE: THE OWNER(S), OCCUPANT(S) A- THE PROPERTY OWNER SHALL RECORD A COVENANT ON THE A- APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER GgyGo` U) AND ANY CONTRACTOR(S) OR SUBCONTRACTOR(S) ARE RESPONSIBLE FOR PROPERTY FOR THE NEW TREES/SHRUBS PLANTED FOR PURPOSE AND/OR CONTRACTOR OF THE RESPONSIBILITY FOR THE z CONSULTING WITH THE WATER PURVEYOR OF RECORD IN ORDER TO OF REQUIRED REPLACEMENT TREES, PRIVACY PROTECTION, AND CORRECTIONS OF MISTAKES, ERRORS, OR OMISSIONS CONTAINED DETERMINE IF ANY MODIFICATION OR UPGRADE OF THE EXISTING WATER REQUIRED FRONT YARD TREE. THEREIN. IF DURING THE COURSE OF CONSTRUCTION z SERVICE IS REQUIRED. NOTE: COVERED PORCHES, PATIOS, BALCONIES, AND IMPROVEMENTS, PUBLIC INTEREST REQUIRES A MODIFICATION OF/ o 18 80 Manna Drive � PROJECT CONTACT: ATTIC SPACES MAY REQUIRE FIRE SPRINKLER COVERAGE. A STATE OF B- FOLLOWING COMPLETION OF CONSTRUCTION, AN AFFIDAVIT OR A DEPARTURE FROM THE CITY OF CUPERTINO SPECIFICATION qe t Q CALIFORNIA LICENSED (C-16) FIRE PROTECTION CONTRACTOR SHALL SUBMIT FROM AN ISA-CERTIFIED ARBORIST SHALL BE PROVIDED OR THESE IMPROVEMENT PLANS ,THE CITY ENGINEER SHALL HAVE U PLANS, CALCULATIONS, A COMPLETED PERMIT APPLICATION AND CONFIRMING THAT THE NEW TREES HAVE BEEN PLANTED THE AUTHORITY TO REQUIRE SUCH COMPLETED AT THE SOLE O APPROPRIATE FEES TO THIS DEPARTMENT FOR REVIEW AND APPROVAL PROPERTY AND ACCORDING TO PLAN. EXPENSE OF THE OWNER AND/OR CONTRACTOR. 21060 HOMESTEAD RD.SUITE216 J OWNER: kamesh Chitti PRIOR TO BEGINNING THEIR WORK. SECTION R313.2 AS ADOPTED BY CUPMC. CUPERTINO,CA 95014 >_ 18780 HANNA DR., CUPERTINO, CA C- A PLANNING DIVISION INSPECTION IS REQUIRED TO VERIFY B- CONTACT PUBLIC WORKS,(408)777-3104 , FOR INSPECTION OF TEL:(408)992-1229 NewsOl Ave I— EXTERIOR MATERIALS/FINISHES, TREES, LANDSCAPING, AND SITE GRADING,STORM DRAINAGE, AND PUBLIC IMPROVEMENTS. e-MAIL: NILSENEINC@GMAIL.COM ry NewsornA, LU DESIGNER: AMS Design B- POTABLE WATER SUPPLIES SHALL BE PROTECTED FROM CONTAMINATION WORK. a_ (415) 254-1606 CAUSED BY FIRE PROTECTION WATER SUPPLIES. IT IS THE RESPONSIBILITY OF C- ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO 2275 S. BASCOM AVE, CAMPBELL,CA 95008 THE APPLICANT AND ANY CONTRACTORS AND SUBCONTRACTORS TO D- A CERTIFIED LANDSCAPE PROFESSIONAL SHALL CONDUCT A OCCUPANCY. SUITE 1406 CONTACT THE WATER PURVEYOR SUPPLYING THE SITE OF SUCH PROJECT, LANDSCAPE INSTALLATION AUDIT AFTER THE LANDSCAPING AND eol�rngerRd rJ AZADEH AMSDESIGNLLP.COM D- CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND HANNA'S @ AND TO COMPLY WITH THE REQUIREMENTS OF THAT PURVEYOR. SUCH IRRIGATION SYSTEM HAVE BEEN INSTALLED PER CHAPTER Dol"gerRd REQUIREMENTS SHALL BE INCORPORATED INTO THE DESIGN OF ANY WATER- 14.15(LANDSCAPE ORDINANCE).THE FINDINGS OF THE ENSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN Q o STRUCTURAL: AMS Design BASED FIRE PROTECTION SYSTEMS, AND/ OR FIRE SUPPRESSION WATER ASSESSMENT SHALL BE CONSOLIDATED INTO A LANDSCAPE CONDITION. (415) 254 -2634 RESIDENCE SUPPLY SYSTEMS OR STORAGE CONTAINERS THAT MAY BE PHYSICALLY INSTALLATION REPORT PROVIDED TO THE PLANNING DIVISION. PROJECTDATA: 2275 S. BASCOM AVE, CAMPBELL,CA 95008 CONNECTED IN ANY MANNER TO AN APPLIANCE CAPABLE OF CAUSING E- CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE SUITE 1406 CONTAMINATION OF THE POTABLE WATER SUPPLY OF THE PURVEYOR OF E- THE PROPERTY OWNER SHALL SIGN A LANDSCAPE MAINTANCE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ARM IN@AMSDESIGNLLP.COM RECORD. FINAL APPROVAL OF THE REQUIREMENTS OF THE WATER AGREEMENT PER CHAPTER 14.15(LANDSCAPE ORDINANCE), ANY TREES. 18780 HANNA DR., ASSESSOR'S PARCEL NUMBER: 375-29-046 PURVEYOR OF RECORD ARE DOCUMENTED BY THAT PURVEYOR AS HAVING PREPARED BY THE CITY,AND RECORD IT WITH SANTA CLARA CO. CUPERTINO, CA PROJECT TYPE: NEW CONSTRUCTION T24 & ENERGY: - - - BEEN MET BY THE APPLICANT(S). 2010 CFC SEC. 903.3.5 AND HEALTH AND RECORD'S OFFICE. THE PROPERTY OWNER SHALL CONTACT THE F- UTILIZE BEST MANAGEMENT PRACTICES ( L BOARD, R REQUIRED PROJECT LOCATION: 18780 HANNA DR., - - - SAFETY CODE 13114.7. PLANNING DIVISION IN ADVANCE OF THE FINAL TO PREPARE THE BY THE STATE WATER RESOURCES CONTROL BOARD, FOR ANY CUPERTINO, CA - - - AGREEMENT. ACTIVITY, WHICH DISTURBS THE SOIL. REVISION TABLE: ZONING: R - 1-5 - - - C- APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED OMN ALL NEW REVISION DATE BY OCCUPANCY GROUP: R - 3 / U AND EXISTING BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND F- A CERTIFIED LANDSCAPE PROFESSIONAL SHALL PROVIDE A G- A WORK SCHEDULE OF GRADING AND ORISON & SEDIMENT CONSTRUCTION TYPE: V - B SOIL ENGINEER: - - - LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. PER CFC LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE PER CONTROL PLAN SHALL BE PROVIDED TO THE CITY ENGINEER BY NUMBER OF FLOORS: TWO (2) STORY - - - SEC. 505 CHAPTER 14.15(LANDSCAPE ORDINANCE) TO THE PLANNING AUGUST 15. NO HILLSIDE GRADING SHALL BE PERFORMED FIRE PROTECTION: SPRINKLERED - - - DIVISION. BETWEEN OCTOBER 1 TO APRIL 15. LAND USE: LOW DENSITY(1-6 DU/Ac.) - - - D- ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF CFC CHAPTER 14 AND SANTA CLARA COUNTY'S FIRE DEPARTMENT'S H- ALL NEW ELECTRICAL SERVICE (POWER,PHONE,AND/OR CABLE) CODE EDITIONS : DRAWING INDEX: STANDARD DETAIL AND SPECIFICATION SI-7. SHALL BE UNDERGROUNDED. E- PHOTOELECTRIC SMOKE DETECTORS SHALL BE PROVIDED AT BOTH THE I- TO INITIATE RELEASE OF BONDS,CONTACT THE PUBLIC WORKS A. CALIFORNIA RESIDENTIAL 2019 EDITION TOP AND BOTTOM OF THE STAIRCASE. INSPECTOR FOR FINAL INSPECTION. B. CALIFORNIA BUILDING 2019 EDITION A-00.01: COVER SHEET C. CALIFORNIA MECHANICAL 2019 EDITION BT1: BOUNDARY AND TOPOGRAPHIC MAP F- PHOTOELECTRIC SMOKE ALARMS SHALL BE PROVIDED IN AREAS LEADING J- A LICENSED LAND SURVEYOR OR AUTHORIZED CIVIL ENGINEER D. CALIFORNIA PLUMBING 2019 EDITION BT2: BOUNDARY AND TOPOGRAPHIC MAP TO SLEEPING ROOMS AND ON EVERY LEVEL. SMOKE ALARMS WITHIN WILL PREPARE AND SUBMIT,TO THE PUBLIC WORKS DEPT,AN L-1: IRRIGATION PLAN LEGEND &NOTES SLEEPING ROOMS SHALL BE DUAL SENSOR PHOTOELECTRIC/IONIZATION. ELEVATION CERTIFICATE FOR THE NEW STRUCTURE/ADDITION. E. CALIFORNIA ELECTRICAL 2019 EDITION L-2: PLANTING PLAN LEGEND & NOTES F. CALIFORNIA ENERGY: 2019 EDITION L-3: IRRIGATION& PLANTING DETAILS G- SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SHALL BE K- TO INITIAL RELEASE OF BONDS, CONTACT THE PUBLIC WORKED G. CALIFORNIA FIRE: 2019 EDITION INSPECTOR FOR FINAL INSPECTION. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, A-01.01: PROPOSED SITE PLAN INTERCONNECTED PER RESIDENTIAL CODE. GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY H. CALIFORNIA GREEN BUILDING: 2019 EDITION DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE A-01.02: PROPOSED BASEMENT FLOOR PLAN THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO I. ANY OTHER APPLICABLE LOCAL AND STATE LAWS L-ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, THE AMS DESIGN'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE AND REGULATIONS. A 01.03: PROPOSED 1StAND 2nd FLOOR PLAN H- A NFPA 13-D FIRE SPRINKLER SYSTEM SHALL BE INSTALLED UNDER DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE J. CUPERTINO MUNICIPAL CODE A-02.01: PROPOSED ELEVATIONS SEPERATE PERMIT. RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE A-02.02: PROPOSED ELEVATIONS LANDSCAPED AREAS. PRECEDING AT HIS OWN RISK. A-03.01: PROPOSED SECTION I- A SEPARATE PERMIT FOR THE SPRINKLER SYSTEM SHALL BE APPLIED FOR OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- AREA CALCULATION : M- PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF DESCRIPTION N THE WORK WHICH S MANIFESTLY NECESSARY TO CARRY A-04.01: FLOOR AREA DIAGRAM &STREETSCAPE ELEVATION WITH THE SUNNYVALE BUREAU OF FIRE PREVENTION. OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS D 01: SPECIAL INSPECTION SHEETS AC UNIT WAY, THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT. PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF LOT AREA: 5466 SF GENERAL NOTES : FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND ,, ,, ABBREVIATIONS : SPECIFICATIONS. E LIVING ARE: 1084 SF SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF "E" GARAGE: 209 SF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK.IF ANY VARIATION,DISCREPANCY "E" BUILDING TO BE REMOVED: 1293 SF ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, ABV. Above FDN. Foundation PLT. Plate OR OMISSION(BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- 1 ST FLOOR LIVING AREA: 1190 SF GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY A/C Air Conditioner FLR. Floor P.L. Property line CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN 2ND FLOOR LIVING AREA: 830 SF DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE A.D. Access Door FURN. Furnace PLYWD. Plywood WORK.UTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED TOTAL LIVING AREA: 2020 SF THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT ADD. Addition G.C. General Contractor PWR. Power TO THE BODESIGN'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE A.F.F. Above Finished Floor G.F.C.I. Ground Fault Circuit Interrupt R.O. Rough Opening SHEET TITLE: GARAGE AREA: 437 SF WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE A.F.G. Above Finished Grade GYP. Gypsum R.O.W. Right of way TOTAL BUILDING: 2457 SF RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE B.L. Building Line H.B. Hose bib REFG. Refrigerator "N" ADU(BASEMENT): 709 SF DESIGN PRINCIPLE : PRECEDING AT HIS OWN RISK. BLDG. Building HGT. Height REF. Reference B.O. Bottom of HR. Hour REV. Revision OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- BTM. Bottom H.R. Handrail RMV. Remove COVER SHEET "E" BUILDING HEIGHT( ABOVE NATURAL GRADE):14' Architectural Style:MEDITERRANEAN STYLE DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY CABT. Cabinet HTR. Heater S.C. Self-Closing "N" BUILDING HEIGHT(ABOVE NATURAL GRADE):25'-6" OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS C.D. Construction document H.V.A.C. Heating, Venting and Air Conditioning SCHED. Schedule 1. Low pitched roof with heavy textured tiles CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM C.L. Center Line INSUL. Insulation S.D. Smoke detector "E" FLOOR AREA RATIO (FAR) = (1293/5466)X100=23.6% 2. Wide roof overhangs for sun shading, often with decorative brackets PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF CL. Closet INT. Interior SECT. Section o FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND CLG. Ceiling N FLOOR AREA RATIO (FAR) _ (2457/5466)X100=44.9/0 3. Stucco or stone walls g LAM. Laminate SHT. Sheet 0 4. Deep set windows and entries,with windows accentuated with surrounding trim SPECIFICATIONS. C.O. Clean Out LAV. Lavatory T.O.C. Top of curb N 2ND FLOOR TO 1 ST FLOOR RATIO=(830/(1190+437))X100=32.6/0 5. Distinctive chimney shapes and caps CONC. Concrete MAX. Maximum T.O.F. Top of footing "N"1st FLOOR ROOF EAVE=205X1.5=307.5 SQF 6. balconies SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY D.S. Down spout MED. Medium TH. Threshold PROJECT ID : D-1610-07 "N" LOT COVERAGE:1st FLOOR BLDG AREA (1190+437)=l627 SQF 7. Decorative columns and details DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF D/W Dishwasher MIN. Minimum TYP. Typical DATE : JANUARY.2020 COVERED AREA 145 SQF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE DBL. Double MTL. Metal (steel) UNF. Unfinished SCALE : 1ST FLOOR ROOF EAVE 307.5 SQF RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY DEMO. Demolition MUL. Mullion W.C. Toilet (water closet) DRAWN BY : A.M.S TOTAL % 2078.5/5466 = 38.1% OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND DIA. Diameter N.T.S. Not to scale WCT. Wainscot THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- DR. Door N.F.C. Not for construction W.H. Water Heater SHEET NUMBER: "E" LOT COVERAGE:1st FLOOR BLDG AREA (1084+209)=1293 SQF CONTRACTOR SHALL NOTIFY BODESIGN IN WRITING AND OBTAIN WRITTEN ELEV. Elevation O.C. On center W.I. Wrought Iron 1ST FLOOR ROOF EAVE 161.5 SQF RESOLUTION FROM BODESIGN PRIOR TO PROCEEDING WITH ANY RELATED EXIST. Existing O.H. Overhead W.I.C. Walk In Closet TOTAL % 1454.5/5466 = 26.6% WORK. EXT. Exterior OPNG. Opening YD. Yard A-00 , 01 SETBACKS STANDARD 1ST/2ND PROPOSED 1ST/2ND EXISTING 1ST OWNERSHIP: THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY FRONT 20725 20'-1"/27'-9" 15-12" WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR REAR 20720' 21'-2"/25'-4" 30-14" REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE PLANS ON OTHER SITES IS RIGHT 5715' 8'-7"/17'-3" 9'-4" PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR TO COMMENCEMENT OF THE LEFT 5715' 5'-3"/l5' 41-6" WORK IN QUESTION. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. Communi y DO�bkDINbGar d DEMO NOTES: GREEN BUILDING MEASURE NOTES: Plan ng Di_vis_LQn=CLi.nertino CUPLRTIN4 PP VE. (; PUBLIC WORKS, FOR DRAINAGE AND FINAL GRADE INSPECTION, 1. DIRECT ROOF RUNOFF ONTO VEGETATED AREAS. Case # R- DIES _. .AINI _.NES AND ROOF DRAINS/DOWN SPOUTS. r �l�I,P �LIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. 2. DIRECT RUNOFF FROM SIDEWALK,WALKWAYS,AND/OR PATIOS ONTO Approval Body: re o VEGETATED AREAS. DESIGN Approval Date J VVIV 1 r\mu 1 Vr\ IS fCCJrV1 SIBLE FOR DUST CONTROL AND INSURING THE AREA Signature Elle LID ID .FNIT TO TPP IA (1Rbl I 3. CONSTRUCT DRIVEWAY WITH PERMEABLE SURFACE. g LEFT IN A CLEAN CONDITION. Case Marage� 4. THE CONTRACTOR SHALL REVIEW STD. DETAIL 6-4 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. AC-UNIT NOTES. AMISIDESIGN 5. UTILIZE BEST MANAGEMENT PRACTICES BMP'S , AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS 1. FOR AC-UNITS ABOVE 67 dBA SOUND BLANKET SHALL BE PROVIDED. SOIL. 2275 S.BASCOM AVE.,SUITE 1406 2. THE AC WILL BE REVIEWED DURING THE BUILDING PERMIT REVIEW, AND A CAMPBELL,CA 95008 6. ALL NEW ELECTRICAL SERVICE POWER, PHONE, AND OR CABLE SHALL BE CONDITION WILL BE INCLUDED IN THE ACTION LETTER TO ENSURE e-MA415)254.1606 ( ) e-MAIL: office@AMSDesignllp.com UNDER GROUND. COMPLIANCE. 7. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR 8 1-011 FOR FINAL INSPECTION. 5 1 ERASIFERA(PLUM)TREE DOH — /I 1 1 TO BEE REMOVED x/ _may__ L�, 8. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED X N 6 H ODE�CE AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPE AREAS. 9. PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT. in 10. PROVIDE MIN. 5% GRADE SLOPE AWAY FROM FOUNDATION FOR A MIN. N N DISTANCE OF 10 FEET MEASURE PERPENDICULAR TO THE FACE OF THE WALL. NILSENE BUILDER INC. WITH EXCEPTION: 21060 HOMESTEAD RD.SUITE 216 a. IF BUILDING SITE DOES NOT ALLOW 10 FEET OF SLOPE, INDICATE THE CUPERTINO,CA 95014 TEL:(408)992-1229 INSTALLATION OF DRAINS OR SWALES TO ENSURE DRAINAGE AWAY FROM THE I — REARSEreACK e-MAIL: NILSENEINC@GMAIL.COM STRUCTURE. 4''�b. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION ' - - SHALL BE SLOPED A MIN 2% AWAY FROM THE BUILDING. 11. (E) DRAINAGE SHALL REMAIN THROUGHOUT CONSTRUCTION. 4:12 b 1 11 HANNA'S a U 6'-8" RESIDENCE 0 I 1= pR��YA 1 TREE PROTECTION NOTES: w I 4:12 I I RorF�ro"1 •o f,'3t,' I "F w 18780 HANNA DR., 1. A PLOT PLAN SHALL BE PREPARED DESCRIBING THE RELATIONSHIP OF •Oo I — — N D I 1� 1 " CUPERTINO, CA PROPOSED GRADING AND UTILITY TRENCHING TO THE TREES DESIGNATED FOR ' 1 1 _ 1 1 � W PRESERVATION. CONSTRUCTION AND GRADING SHOULD NOT SIGNIFICANTLY Q I U I 1 - 0 Of RAISE OR LOWER THE GROUND LEVEL BENEATH TREE DRIP LINES. IF THE ' := I m 1 1 00 REVISION TABLE: NO GROUND LEVEL IS PROPOSED FOR MODIFICATION BENEATH THE DRIP LINE THE 0 ' 1 Q _ REVISION DATE BY ARCHITECT/ARBORIST SHALL ADDRESS AND MITIGATE THE IMPACT TO THE I a a D 1 w TREE(S). ' 0 N z 2. ALL TREES TO BE PRESERVED ON THE PROPERTY AND ALL TREES ADJACENT TO THE PROPERTY SHALL BE PROTECTED AGAINST DAMAGE DURING . Please Sheet D-1 ; • — CONSTRUCTION OPERATIONS BY CONSTRUCTING A FOUR-FOOT-HIGH FENCE 1 13'b" AROUND THE DRIP LINE, AND ARMOR AS NEEDED. THE EXTENT OF FENCING AND ARMORING SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT. THE TREE PROTECTION SHALL BE PLACED BEFORE ANY EXCAVATION OR GRADING 1 412 IS BEGUN AND SHALL BE MAINTAINED IN REPAIR FOR THE DURATION OF THE A ' • CONSTRUCTION WORK. N N 4 7 � t 9' a1011^� D � 1 1 3. NO CONSTRUCTION OPERATIONS SHALL BE CARRIED ON WITHIN THE DRIP 4:12 y 1 1 LINE AREA OF ANY TREE DESIGNATED TO BE SAVED EXCEPT AS IS AUTHORIZED Q° a 0 1 1T. " BY THE DIRECTOR OF COMMUNITY DEVELOPMENT. • • I • ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, 4. IF THE TRENCHING IS REQUIRED TO PENETRATE THE PROTECTION BARRIER 4:12 D 1 GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY 5'-0" L5ZNjFLQQLF�I SIB I DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE FOR THE TREE, THE SECTION OF TRENCH IN THE DRIP LINE SHALL BE HAND DUGD— 1 THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO SO AS TO PRECLUDE THE CUTTING OF ROOTS. PRIOR TO INITIATING ANY �4:12I THE AMS DESIGN'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE ES UNTIL TRENCHING WITHIN THE BARRIER APPROVAL BY STAFF WITH CONSULTATION OF 20'FRONTYARD F>LS I R S RK IN THE AREA O OLVED. IF THE RACTORICHOOSESLTOUCH DODSO HEANCIES SHALLARE BE SETBACK LINE 20'1 ST FLOOR FRONT SET BACK AN ARBORIST SHALL BE COMPLETED. — — PRECEDING AT HIS OWN RISK. • CON BETE ° 4 °° a ° • OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- 5. TREES WHICH REQUIRE ANY DEGREE OF FILL AROUND THE NATURAL GRADE • WALK WAY ° ' DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS SHALL BE GUARDED BY RECOGNIZED STANDARDS OF TREE PROTECTION AND ° ° ° ° ° FRONT YARD PAVING SURFACE AREA• CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM ° a ° ° rn PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF DESIGN OF TREE WELLS. 4° ° ° ° ° ' • FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND N • / \ • 1 SPECIFICATIONS. CONCRETE DRIVE-WAY FRONT O N T YA R D (20 ) : 1043 S Q F 6. THE AREA UNDER THE DRIP LINE OF THE TREE SHALL BE KEPT CLEAN. NO 2_5 - °_ SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY CONSTRUCTION MATERIALS NOR CHEMICAL SOLVENTS SHALL BE STORED OR ° N ° °� ° a cp WALK WAY o N DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF 4 ° ° I PAVING AREA: THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE DUMPED UNDERATREE. CITRUSLIM;(LMorIrEE ° ! RESPONSIBILITY OF ESTIMATING THE WORK.IF ANY VARIATION,DISCREPANCY O BE REMOVED _ ° ° a `a°. - �1 NEW FRONT YARD TREE I • DRIVEWAY WALKWAY 18'x20' + 100+50 1043 48.8 `5o OR OMISSION(BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND ° a PAIN.24"BOX,MIN.HEIGHY6' / ( ( ) ) / % % THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- 7. FIRES FOR ANY REASON SHALL NOT BE MADE WITHIN FIFTY FEET OF ANY ° ° CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN �$'-0" ° � ° RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED TREE SELECTED TO REMAIN AND SHALL BE LIMITED IN SIZE AND KEPT UNDER WORK. CONSTANT SURVEILLANCE. ° m a ° 4 .. .. .. SHEET TITLE: PRUNUS SPECIES(CHERRY)TREE 8. THE GENERAL CONTRACTOR SHALL USE A TREE SERVICE LICENSEE, AS TO BE REMOVED 51 1-011 TO BE DEFINED BY CALIFORNIA BUSINESS AND PROFESSIONAL CODE, TO PRUNE AND CUT OFF THE BRANCHES THAT MUST BE REMOVED DURING THE LANDSCAPE ARCHITECT/ARBORIST WITH APPROVAL OF STAFF. SIDE CURB SITE PLAN 9. ANY DAMAGE TO EXISTING TREE CROWNS OR ROOT SYSTEMS SHALL BE REPAIRED IMMEDIATELY BY AN APPROVED TREE SURGEON. 10. NO STORAGE OF CONSTRUCTION MATERIALS OR PARKING SHALL BE PERMITTED WITHIN THE DRIP LINE AREA OF ANY TREE DESIGNATED TO BE SAVED. 11. TREE PROTECTION REGULATIONS SHALL BE POSTED ON PROTECTIVE PROJECT ID : D-1610-07 FENCING AROUND TREES TO BE PROTECTED. DATE : JANUARY.2020 SCALE : 1/8"= 1' DRAWN BY : A.M.S SHEET NUMBER: LEGEND : PROPOSED SITE PLAN — 1 2nd FLOOR SC NORTH OWNERSHIP: A-01 , 01 THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY — - - - - — PROPERTY LINE WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE PLANS ARE GRAPHIC SCALE : 1/8 INCH = 1 FEET PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR — — — BLDG 1st FLOOR FOOTPRINT LINE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN 0 2 4 6 8 10 20 30 CONSENT OF AMS DESIGN.ANY USE OF THESE PLANS ON OTHER SITES IS BLDG 2nd FLOOR FOOTPRINT LINE DOSCOVER D OINHTHESE PLANS SHALLPRIOR STOE COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. Communi y D%I�[, P)NpQtmletOTES: Planr ng Division — Cupertino CUPLRTIN4 aP545WENTS (EXCEPT THOSE ONLY FOR MECHANICAL EQUIPMENT AND NOT OVER Case # R-N@D f3T IN FLOOR AREA), HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL "'HObAKIAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. R310.1 14 M, 1 Approval Body: rectos��WNET CLEAR OPENABLE DIMENSION OF 24 INCHES IN HEIGHT. R310.1.2ApprovaIDate 1 100 DESIGN Y 0 D. IVIIIN. INt 1 ULEAR OPENABLE DIMENSION 20 INCHES IN WIDTH. R310.1.3 Signature ElIel CaQ.4AIi,pPW, NET CLEAR OPENABLE DIMENSION OF 5.7 SQFT IN AREA. GRADE FLOOR OPENINGS SHALL HAVE A MIN. NET CLEAR OPENING OF 5 SQFT. 310.1.1 d. THE HEIGHT OF BOTTOM OF EMERGENCY EGRESS OPENING SHALL HAVE NOT AMSDESIGN MORE THAN 44 INCHES MEASURED FROM THE FLOOR. 310.2.2 2275 S.BASCOM AVE.,SUITE 1406 2- FOR KITCHEN, A CLEAR PASSAGEWAY OF NOT LESS THAN 3-FEET BETWEEN THE CAM(415)2PBELL,4.1606CA 8 Tell:(415)254.1606 COUNTER FRONTS AND APPLIANCES OR COUNTER FRONTS AND WALLS. CBC 1208.1 e-MAIL: office@AMSDesignllp.com 3- SHOWER COMPARTMENTS AND WALL ABOVE BATHTUBES WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO THE HEIGHT NOT LESS THAN 72 INCHES(6 FT). CRC R307.2 D � D W 0 4- THE DOOR BETWEEN GARAGE AND ENTRY REQUIRED TO BE SELF LATCHING AND SELF CLOSING, SOLID CORE DOOR NOT LESS THAN 1-3/8 INCH THICK. 29'-4" 5- THE MAXIMUM RISER HEIGHT CAN BE 7.75-INCHES. MINIMUM TREAD DEPTH CAN BE NiLslelve BUILDER INC. 6'-2" 23'-2" 10-INCHES. FOR ANY TREAD DEPTH LESS THAN 11-INCHES, A NOSING OF NOT LESS 21060 HOMESTEAD RD.SUITE 216 THAN 0.75-INCHES, BUT NOT MORE THAN 1.25-INCHES SHALL BE PROVIDED. CUPERTINO,CA 95014 TEL:(408)992-1229 e-MAIL: NILSENEINC@GMAIL.COM — — — — — — — — — — — — — — — — — — — — — 6- DOORS AND PANELS OF SHOWER AND BATHTUB ENCLOSURES SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED PLASTIC. CBC 2406.3. GLAZING IN SHOWERS OR BATHTUB ADJACENT WALL OPENINGS WITHIN 60 INCHES BAT , w � LIGHTWELL $'�'x 5' CD 3-0"X 3'-0" N ABOVE A STANDING SURFACE AND DRAIN INLET SHALL BE FULLY TEMPERED, w HANNA'S LAMINATED SAFETY GLASS OR APPROVED PLASTIC. CBC 2406.3, #5 r-9 �r " RESIDENCE 7- GLAZING IN AN INDIVIDUAL FIXED OR PORTABLE PANEL ADJACENT TO A DOOR o BEDROOM WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24-INCH ARC OF J 2'-1°� co 12'-0"X 12'-8" 18780 HANNA DR. CLOSET � 9'HEIGHTCEILING CUPERTINO, CA EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE 3'-2"X3'-"" o BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60-INCHES ABOVE THE WALKING o POWDER — s-o°x r-a' REVISION TABLE: in SURFACE SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED UTILITY FUR. DR. 5-9"XT-6' REVISION DATE BY _ LAUNDRY PLASTIC ( I.E. SIDE LIGHT AT NEW MAIN ENTRY DOOR) . CBC 2406.3, #6 o Doi 2880 L DO1-2480 D01-2480 D04-2880 DRYER TERM.ON ROOF MAKEUP AIR SHALL BE 8- MINIMUM 36" DEEP LANDING IN THE DIRECTION OF TRAVEL AT NEW EXTERIOR o PROVIDED(MIN OPENING Max. Rise--7_1/4" Max. Rise-7 3/4" oE]oos DOORS SHALL BE PROVIDED. LANDING TO BE NOT MORE THAN 7-3/4 INCHES LOWER o Nosin =0.75" �" o ° Nosin =0.75" THAN THE DOOR'S THRESHOLD FOR IN-SWINGING AND SLIDING GLASS DOORS AND 2, „ OW" - o Z - NOT MORE THAN 7" FOR IN-SWINGING AND MAIN ENTRY DOOR. —UP w Z 10" _ _ All z KITCHEN&FAMILY 9- NEW ENTRY DOOR SHALL BE OPENABLE FROM THE INSIDE OF THE DWELLING 22'-11"X17'-2" WITHOUT USE OF KEY, SPECIAL KNOWLEDGE OR EFFORT. CRC SEC. R311.2 " J 9'HEIGHT CEILING � Q _ � g = Q I 10- 1/2" GYPSUM BOARD FROM FOUNDATION TO ROOF SHEATHING TO BE INSTALLED M O ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, ON THE GARAGE SIDE AT SEPARATION WALL BETWEEN GARAGE AND RESIDENCE. 3'6" -_--_- GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE TO (GARAGE MUST BE SEPARATED FROM THE DWELLING AND ITS ATTIC AREA) CRC SEC. THEWORKDEIGN'S ATTENT IN ION N IMMEDIATELY. O NOTTS ROLLL E D WITH THE � THE AMS DESIGN'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE RE R302.6AND TABLE R302.6 R SOLVED. IF T RK IN THE AREA°F DISCREPANCIES UNTIL L U DISCREPANCIES HECON RACTOR CHOOSESTODOCH SOHE A SHALL BE PRECEDING AT HIS OWN RISK. ALSO 5/8" TYPE "X" GYP. BOARD FINISH ON THE GARAGE SIDE OF THE WALL IS _ OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- S H3a B DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY REQUIRED. A-o3.ol A-03.01 OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF I FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND 11- BATHROOMS & KITCHEN: I SPECIFICATIONS. L � 11.1- 22" MIN SHOWER DOOR CLEARANCE. SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE 11.2— TEMPER GLAZING FOR THE SHOWER DOOR AND SLIDING WINDOWS. RESPONSIBILITY OF ESTIMATING THE WORK.IF ANY VARIATION,DISCREPANCY D OR OMISSION(BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND CEMENT BOARD SUBSTRATE FOR SHOWER WALLS. o D THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED 11.3- LAVATORY FAUCETS TO HAVE A FLOW RATE OF NO MORE THAN 1.2 GPM OR LESS WORK. AT 60 PSI AND NOT LESS THAN 0.8 GPM OR LESS AT 20 PSI. (CALGREEN 4.303.1) SHEET TITLE: 11.4- WATER CLOSETS TO HAVE A FLOW RATE OF 1.28 GALLONS/FLUSH OR LESS. (CALGREEN 4.303.1) 11.5 -CEMENT BOARD SUBSTRATE (IE. DUROCK OR WONDERBOARD,ETC) FOR TILE PROPOSED ADU APPLICATION SURROUNDING THE BATH TUB WALLS . ( BASEMENT) PLAN 11.6- KITCHEN FAUCETS TO HAVE A FLOW RATE OF 1.8 GPM OR LESS AT 60 PSI. (CALGREEN 4.303.1) 11.7- SHOWER HEAD TO HAVE A FLOW RATE NOT TO EXCEED OF 1.8 GPM AT 80 PSI. (CALGREEN 4.303.1) FIRE PLACE NOTES: PROJECT ID : D-1610-07 DATE : JANUARY.2020 CERTIFIED UNDER AMERICAN NATIONAL STANDARDS: CSA 2.22, ANSI Z21.50 FOR VENTED SCALE : 1/4"= 1' GAS FIREPLACES. DRAWN BY : A.M.S SHEET NUMBER: FEATURES: LEGEND : 64% STEADY STATE MAXIMUM EFFICIENCY WITH 17,000 BTUS TOP OR REAR VENT 1 PROPOSED BASEMENT PLAN A-01 , 02 100% SAFE GUARDTM SAFETY GAS CONTROL QUICKLY AND AUTOMATICALLY SHUTS OFF GAS sc: 1/4"=1'-0" NORTH SUPPLY NEW ADU OWNERSHIP: FLAME AND HEAT ADJUSTMENT FOR MAXIMUM COMFORT AND EFFICIENCY THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE PLANS ARE PROTECTED LAS AND BE REVISED OR THE GAS FIRE PLACE MUST BE DIRECT VENT, PER CURRENT 2016 ENERGY CODE GRAPHIC SCALE : 1/4 INCH = 1 FEET REPRODUCED UND WHOLE PORI INTPART WITHOUT�THE"E°PRESSED WRITTEN HEAVY-GAUGE PAN BURNER SYSTEM 0 1 2 3 4 5 10 15 CONSENT OF AMS DESIGN.ANY USE OF THESE PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR TO COMMENCEMENT OF THE WORKS WITH 4" BY 7" PIPE WORK IN QUESTION. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. Communi y Development Department D Plan ring Division — Cupertino o D �CUPLRTIN4 APPROVED D � D Case # R-2020-013, 33'-2" r I I Approval Body: C rector/Staff 12'-1" T-0^ ol 18'-l" DESIGN Approval Date 10/01/20 18'-9" Signature Eller Yau T-2" ol6'-0" 2't11" T-2" 12'4" 2'-11" Case Manager 5'4' 13'-5" MINIMUM STEP 7-3 4" -r-3'-9" 5'-11^ T-9" - - - - - - - 4 _ _ -4 _� AMSDESIGN _9 \ HEIGHT OF THE BALCONY A secondary drain per CPC / M WALL/RAILING(42"MIN.) 1101.11.2 shall be rovided77. D15-6080 MINIMUM STEP 7-3 4" / 2275 S.BASCOM AVE.,SUITE 1406 CAMPBELL,CA 95008 EGRESS Tell:(415)254.1606 N / Infinity Drain Linear System e-MAIL: office@AMSDesignllp.com o — — AG 65 Series „ \ CLOSET — — — — — — — — — — — — — — — — — — — � — BALCONY °6 / CLOSI 7" — — — — — — — — — — — — — — — — — — — — — — /Z \ \ 13'-6"X 4,_0" m \ ao / o co \ BEDROOM / LIGHTWELL o \ \ / •o 16'-11" oo N co q \ 11'-8'I X 10'-0' / 3'-g"X 3'-0" oD 10'HEIG T CEILING COVERED PATIO c o iv \ r \ o AMASTER BDRM \ \4'-4"X 1 V-6" \ D07-12080 WALK IN-CLOSET 10'HEIGHT CEILING '-0"X 8'-7" m14 I D09-2480 D12- 880 \ - / I _ W � vv // w � U ILSENE BUILDER INC. R / BATH cU X D21-2880 o 8,_0"X 5,_0" a m co N M a N a o ® lo 21060 HOMESTEAD RD.SUITE 216 ~ °oo IUD o CUPERTINO,CA 95014 L In o `� 3 TEL:(408)992 1229 / o ❑❑ 0 _j N Q v q' e-MAIL: NILSENEINC@GMAIL.COM ❑❑ w z M D20-2480 mac o / MASTER BATH \ N o - - — I D N 10,_6„X 6,_2„ Max. Rise=7 3/4" 3 ', „�',4„ n HANNA'S 8'S" o? z —UP� -<-r RESIDENCE Z o z z KITCHEN&FAMILY - GOAD o o — — — 1' "f 1 4" / N _ 24'1"X 29'2" — — Z 10'HEIGHTCEILING / N N M _o M 18780 HANNA DR., o � I jj w _ 1a-6"xs'-°„ = CUPERTINO, CA LL BATH o STA RWELL cO _ ° 0 c? N 3'-6'X 17'_4" N CV C7 m oo r` o Q 3 D 19-,2480 Lo I REVISION TABLE: CV o o 10'HEIGHT CEILING 04 \ M 3 3'�0" REVISION DATE BY ono DRYER TERM.(ON ROOF o LAUNDRY - -' /, 3'-°" 3'-6" ------ ' ,1�/ MAKEUP AIRS ALL BE u� CLOSET co Max. Rise=7 3 4" Nosin =0.75' Y PROVIDED(MIN.OPENING M 6 of too s in c� 3'-10"X 6'-0" COO ING UNIT B B B N - - / B I I �UP D20-2480 M IIEo CEILING OF THE PRIVATE GARAGE The are of floor used for parking of z e 0'-1 3,0„ 0'-8" / \ oo N (ATTACHED OR LESS THAN 3'FRPM automoEiles or other vehicles shall be w — N CLOSET / a DWELLING)SHALL BE SEPARATED sloped to facilitate the movement of � '9 N 33a � + 6'-8"X2'-o" FROM\HE DWELLING UNIT ABOVE BY liquids fb a drain or toward the main m o INI UM STEP 7-3 " �D24-5080 D21-2880 / NOT LESS THAN A 5/8"TYPE X GYPSUM vehi le entry doorway(R309.1). BED/ROOM BOARD R EQUIVALENT(T-R302.6) 5080_ — 5" o / / 10'-6"x10'-0" A o \ 10' \HT CEILING O M a - p 3'-�" \ POWdE oo 6A X '-0" q .o ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, MINIMUM STE 7-3 4" \ / / b N N � / A \ GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY 2 4 O o BED \ DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE N 3 10'-P x 10.0"� \ THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO 10' {EIGHT CEILIN EGRESS THE AMS DESIGN'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE / WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE I — _T / RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE N �pARAG / u? \ W 13-6046 \ PRECEDING AT HIS OWN RISK. 2�'PAR x 20'-" ENTRY / / N \ - — — — — — — — — — � 7'E 13'-5" OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- T / \ DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY �— — — — — 10'HEIGH CEILING / / EGRESS OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM q LIVING � N PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF �^ 10'-7"X 1 V-0" 3 / FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND — —W 13-6046— — — — SPECIFICATIONS. 10'HEIGHT CEILING — — — SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF / \ \ (� o THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE N RESPONSIBILITY OF ESTIMATING THE WORK.IF ANY VARIATION,DISCREPANCY o 2'-5" 6'-0" 2'-5" 2'-6" 6'-0" 2'-5" OR OMISSION(BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND / \ THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED / D16-6086 / \ \ 10'-10" 10'-1 1" WORK. / COVERED PO"CH / \ \ N / - — — — — — — — — — — — — — — — � SHEET TITLE: 21'-9" / D08-16080 4424"ABOVE F.F. �o — W09-5050 � — - -MINIMUM TEP7-34" - - - - PROPOSED o �D Wn o o 2'-4" 16'-0" 2'4" 0'-7„ 6 0 0,_7„ 1 7" 8 10 J °-10" 1 st & 2nd FLOOR 20'-8" 7'-2" 11'-3" PLAN NORTH PROJECT ID : D-1610-07 DATE : JAN UARY.2020 D y SCALE: 1/4"= 1' DRAWN BY : A.M.S SHEET NUMBER: LEGEND : A-01 , 03 1 PROPOSED �1ST�FL�00R�PLAN PROPOSED 2ND FLOOR PLAN 2 NEW CONSTRUCTION WALL OWNERSHIP: SC: 1/4"=1'-0" Sc: 1/4"=1'-�' THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR GRAPHIC SCALE : 1/4 INCH= 1 FEET REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN 0 1 2 3 4 5 10 15 CONSENT OF AMS DESIGN.ANY USE OF THESE PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. Communi yDevelop,ANYPCHANGES TO THE APPROVED COLORS, MATERIALS, AND EXTERIOR FINISHES SHALL BE REVIEWED Plan ring Division s--��CVupertiin✓ofl/`1 'CUPERTIN4 APPRAND APPROVED BY THE CITY OF CUPERTINO PLANNING DIVISION PRIOR TO INSTALLATION/APPLICATION ." Case # R-2020-013, Kwzuw",-Js� Approval Body: 110/01/20 rector/Staff Approval Date DESIGN Signature Eller Yau Case Manager CLASS A TILE ROOFING. AMSDESIGN INSTALLATION PER MANUFACTURE RECOMMENDATION.VERIFY WITH OWNER 25-6"TOP HT. OR DESIGNER FOR COLOR. ABOVE (EXAMP.:EAGLE ROOF TILE WITH PRODUCT NATURAL GRADE 2275 S.BASCOM AVE.,SUITE 1406 NUMBER:4678 OR EQUAL) 4 12 CAMPBELL,CA 95008 Tell:(415)254.1606 e-MAIL: office@AMSDesignllp.com 22' PLATE HT. ABOVE NATURAL GRADE W 13-6046 W 13-6046 L LL ILL 0 13' PLATE HT.(ENTRY) HI ABOVE — — — — — — �Oq\� — — NATURAL GRADE - (2 Nd Floor) - N 11' PLATE HT. 21060 HOMESTEAD RD.SUITE 216 ABOVE NATURAL GRADE CUPERTINO,CA 95014 ��N N TEL:(408)992-1229 O Z e-MAIL: NILSENEINC@GMAIL.COM E �— c ww0 (D � pD w W02-1350 W09-5050 W02-1350 Z C m It Q O 0 5'-1"FROM 8'-8"FROM O D o Q w PROPERTY LINE TO q PROPERTY LINE TO r n o Q o THE EXTERIOR WALL � � � � D16-6086 p�Z w Z THE EXTERIOR WALL > HANNA'S o Z— D08-16080 m m iz�0 �m RESIDENCE F.F. 12"ABOVE NATURAL GRADE NATU RAL _ 18780 HANNA DR. I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I 1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I III III III III III III III 1111 111 111 111 I 1 111 111 111 111 111 111 I =III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III—= = —III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III=—III CUPERTINO, CA =II— III=II— =III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III I I -III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III -III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III 1.III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-I I I =1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 11= REVISION TABLE: PROPOSED FRONT (NORTH) ELEVATION REVISION DATE BY 1 JI CLASS A TILE ROOFING. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, INSTALLATION PER MANUFACTURE GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY RECOMMENDATION.VERIFY WITH OWNER 25'-6"TOP HT. DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE OR DESIGNER FOR COLOR. ABOVE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO (EXAMP.:EAGLE ROOF TILE WITH PRODUCT NATURAL GRADE THE AMS DESIGN'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE NUMBER:4678 OR EQUAL) 4 WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE 12 RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. 22' PLATE HT. OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- ABOVE DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY NATURAL GRADE OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF o THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK.IF ANY VARIATION,DISCREPANCY D25-6080 OR OMISSION(BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. F.F. SHEET TITLE: (2 Nd Floor) N r\�7NF — — — — 11' PLATE HT. o —_ N ABOVE NATURAL GRADE PROPOSED � w 5'-1°� °~J J ELEVATIONS wQ IUD o Zoe �Zo �<� 7Cm Q O O0 8'-8"FROM 5'-1"FROM O D o P QCL PROPERTY LINE TO 111 111 PROPERTY LINE TO r y w Z THE EXTERIOR WALL D13-3080 D07-12080 D15-6080 THE EXTERIOR WALL O r r_ >Q� �D0Z oZJ �rnm o m �D-n Z O PROJECT ID : D-1610-07 im 3: F.F. DATE : JANUARY.2020 12"ABOVE NATURAL GRADE SCALE: 1/4"= 1' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — NATURAL GRADE LINE DRAWN BY . A.M.S I-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III I I-III-III-III-III-III-III-III I I I -III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III SHEET NUMBER: I-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III I I I -III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ I- I- I- I- I- I- I- I- I- I- I- I- I- I- I- I- I- I- IJ IJ IJ IJ I- I- I- I- I- I- I- I- I- IJ I- I- I- I- IJ I- I- I- IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ 2 PROPOSED REAR (SOUTH) ELEVATION A-02 . 01 OWNERSHIP: SC: 1/4"= 1'-0" THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. Communi yDevelop,ANYPCHANGES TO THE APPROVED COLORS, MATERIALS, AND EXTERIOR FINISHES SHALL BE REVIEWED Plan ring Division s--��CVupertiin✓ofl/`1 'CUPERTIN4 APPRAND APPROVED BY THE CITY OF CUPERTINO PLANNING DIVISION PRIOR TO INSTALLATION/APPLICATION ." Case # R-2020-013, Kwzuw",-Js� Approval Body: rector/Staff Approval I Date 10/01/20 CLASS A TILE ROOFING. DESIGN pp INSTALLATION PER MANUFACTURE Signature EIIe� Yau RECOMMENDATION.VERIFY WITH OWNER — — — — — — — — — — — — — — — — — — — — — — — 25'-6"TOP HT. g OR DESIGNER FOR COLOR. ABOVE Case Manager (EXAMP.:EAGLE ROOF TILE WITH PRODUCT NATURAL GRADE NUMBER :4678 OR EQUAL) 4 12 22' PLATE HT.ABOVE AMSDESIGN NATURAL GRADE 2275 S.BASCOM AVE.,SUITE 1406 CAMPBELL,CA 95008 W 11 3026 W 11 3026 W l 0-2626 W 10 2626 Tell:(415)254.1606 e-MAIL: office@AMSDesignllp.com 0 0 (V in 9 (2 Nd Floor) 0 11' PLATE HT. rill, N ABOVE NATURAL GRADE W04-2040 W01-104 W08-3040 WO1-1040 WO6-265 W06-2650 0 21060 HOMESTEAD RD.SUITE 216 CUPERTINO,CA 95014 TEL:(408)992-1229 e-MAIL: NILSENEINC@GMAIL.COM F.F. 12"ABOVE NATURAL GRADE Outdoor Compressor Unit NATURAL GRADE LINE =1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 11 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1=1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 1 I I1 1 I I1 1 1 I I1 1 I I1 1 1 I I1 1 I I1 1 I I1 1 1 I I1 1 I I1 1 I I1 1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I1 1 I I1 I 1 I 1 1 1I 1 f HANNA'S -1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 1 I I1 1 I I1 1 1 I I1 1 I I1 1 1 I I1 1 I I1 1 I I1 1 1 I I1 1 I I1 1 I I1 1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 1 I I1 1 I I1 1 I I1 1 I I1 1 I I1 1 1 I I1 1 I I I I I I. RESIDENCE PROPOSED RIGHT (WEST) ELEVATION 18780 HANNA DR., 1 SC: 1/4"= V-0° CUPERTINO, CA REVISION TABLE: REVISION DATE BY ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, CLASS A TILE ROOFING. GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY INSTALLATION PER MANUFACTURE 25-6"TOP HT. DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE RECOMMENDATION.VERIFY WITH OWNER ABOVE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO OR DESIGNER FOR COLOR. THE AMS DESIGN'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE (EXAMP.:EAGLE ROOF TILE WITH PRODUCT 4 NATURAL GRADE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE NUMBER:4678 OR EQUAL) RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE 12 PRECEDING AT HIS OWN RISK. 22' PLATE HT. OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- ABOVE DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY NATURAL GRADE OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. W 15 4026 SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF W12-3050 W12-305 W12-3050 THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK.IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. M F.F. SHEET TITLE: N (2 Nd Floor) 0 11 PLATE HT. q N ABOVE PROPOSED NATURAL GRADE �I ' ELEVATIONS FH FR EE W03-I20IIII20II L�J W05-2046 W05-2046 0 0 D 14-3080 PROJECT ID : D-1610-07 DATE : JAN UARY.2020 F.F. SCALE: 1/4"= 1' 12"ABOVE NATURAL GRADE — — — — - - - - - - - - - - - - — — — — — — —� �r DRAWN BY : AMS NATURAL GRADE LINE I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I1 I I1 I I1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I-1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 11= - SHEET NUMBER: -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 —mill—1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 11= =1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 11= =1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I A-02 . 02 2 PROPOSED LEFT (EAST) ELEVATION OWNERSHIP: SC: 1/4"=1 r-0" THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. ComnI y Development Department Plan ring Division — Cupertino 'CUPERTIN4 APPROVED Case # R-2020-013, NEW TILE ROOFING. (11 PSF) Kwzuw"'-J MIN.CLASS"A" ROOFING(CRC R902.1.3) FASTENERS FOR THE ROOFING SHALL BE Approval Body: 110/01/20 rector/Staff CORROSION RESISTANT IN ACCORDANCE 25'-6"TOP HT. pp —WITH CRC R905�5A royal Date12 ABOVE DESIGN Signature Eller Yau NEW R-30 INSUL: TYP.ALL ROOF Case Manager M�%N 22' PLATE HT. — — — — — — — — ABOVE NATURAL GRADE NEW R-13 IN5UL: NEW R-13 INSUL.- TYP.ALL EXT.WALL5 TYP.ALL EXT.W AMSDESIGN ALL5 BEDROOM 2275 S.BASCOM AVE.,SUITE 1406 W 1 k D46 CAMPBELL,CA 95008 0 o Tell:(415)254.1606 e-MAIL: office@AMSDesignllp.com D2 380 5 D2 80 LjF.F. 4 — — — — — — N (2 Nd Floor) 1 V PLATE HT. N — — 0� 9 ABOVE NATURAL GRADE BEDROOM NEW R-13 IN5UL: TYP.ALL EXT.YqAL L5 0 0 0 0 -7i8O D11- 880 21060 HOMESTEAD RD.SUITE 216 CUPERTINO, F.F. CA95014 � B 0 FHB221R a MAIL08 NILSENEINC@GMAIL.COM 3 � 12"ABOVE NATURAL GRADE NATURAL GRADE LINE ° 4 , �a SPACE °r .d" — HANNA'S _ RESIDENCE DO 480 00 — 18780 HANNA DR., M U CUPERTINO, CA REVISION TABLE: d ° ° o - ° d REVISION DATE BY IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII A - A CROSS SECTION 25 6"TOP HT. ABOVE NATURAL GRADE NEW R-30 INSUL: ATTIC TYP.ALL ROOF 4 12 21' PLATE HT. — — — — — — — — — — — — — — — — - — ABOVE F.F. NEW R-13 IN51LIL.- TYP.ALL EXT.WALL5 10, PLATE HT. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY LAUNDRY ABOVE F.F. DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO 0 o THE AMS DESIGN'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE 0 o WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE NEW TILE ROOFING. (11 PSF) D19PRECEDING AT HIS OWN RISK. MIN.CLASS"A" ROOFING(CRC R902.1.3) FASTENERS FOR THE ROOFING SHALL BE NEW R-13 INSUL. W06 E2650o BAY WINDOW OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- CORROSION RESISTANT IN ACCORDANCE TYP.ALL EXT.WALL5 bo 9 BUILT IN SEAT 24"ABOVE F.F. DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY WITH CRC R905.2.5 0 o OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS 11' PLATE HT. F.F. CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF N ABOVE F.F. (2 Nd Floor) FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND — — — — — — — - — — — — — — — — — — — — Hl� S P 0 0 10' PLATE HT. ;�-_ rik N SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY ABOVE F.F. DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF 0 THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE NEW R-13 INSUL. N RESPONSIBILITY OF ESTIMATING THE WORK.IF ANY VARIATION,DISCREPANCY TYP.ALL EXT.WALLS 12"ABOVE NATURAL GRADE OR OMISSION(BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- NATURAL GRADE LINE CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED CRAWL SPACE III—II ❑III III—I ❑III ❑III III—III—I WORK. KITCHEN o l _ _ _ _ _ _ _ _ III—III—III—III—III—III—III—III—III—I SHEET TITLE: NEW R-13 INSUL: TYP.ALL EXT.WALLS DO 1 080 — — — — — — — — — — — — — — — — — — F.F. C - C CROSS SECTION SECTIONS 12"ABOVE NATURAL GRADE NATURAL GRADE LINE _ KITCHEN LIGHT WELL PROJECT ID : D-1610-07 DATE : JAN UARY.2020 SCALE: 1/411= 11 I DRAWN BY : A.M.S SHEET NUMBER: A-03 , 01 OWNERSHIP: — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -i i THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. Communi y Development Department PlanringDivision — Cur r"COOR AREA DIAGRAM PLAN) : �CUPLRTIN4 APPROVED (PROPOSED I Case # R-2020-013, - - - - - - - - --I SCALE: 1/8" : 1 ' D — — — — — — — Approval Body: rector/Staff = / Approval Date 10/01/20 / h 80 / K DESIGN Signature Eller Yau �° C?ca5ennal,agef FLOORS SPACES SIZE AREAS (SQF) TOTAL ` \ ` \ / I E A 18'-1 1" X 29'-3" 554 \ ` - - 1" 2ND FLOOR B 14'-6'' XO1 1 '-0" 159 830 AMSDESIGN Y 0 1 25-0" FE C 10'-1 1" x 10'-9" 117 A �— — — — 2275 S.BASCOM AVE.,SUITE 1406 UP— I CAMPBELL,CA 95008 D 8'-0" X 15'-2" 122 DN IFL Tell:(415)254.1606 LO e-MAIL: office@AMSDesignllp.com FE E 8'-3" X 8'-3" 68 N C? II 1ST F 25-0" X 25-1 1" 646 FLOOR 1190 w_/wl��x „ II �� G 9-5 X 13-11 131 . 23 6 f=t— T41 I_ H 1 1 '-6" X 18'-5" 210 — � 4'-6' X2'-11" 13 I 18'11 � � UP L — — — - - - - - — — � UTILITY ROOM 1 - GARAG E 1 20'-1 1" X 20'-10" 437 437 I I _V I II 3'-1 1II TOTAL BUILDING AREA 2457 C _ B 13'-0" X 20'-1 1 272" ADU \ I — N ILSENE BUILDER INC. BASEMENT L 23'-6" X 17'-3" 404 H 21060 HOMESTEAD RD.SUITE 216 / M CUPERTINO,CA 95014 ` TEL:(408)992-1229 � 6'-6" X4'-6" 29 I \ � \ e-MAIL: NILSENEINC@GMAIL.COM L I � \ � HANNA'S RESIDENCE EXTERIOR MATERIAL SCHEDULE 18780 HANNA DR., STUCCO TILE ROOFING STONE VENER :CLIFSTONE CUPERTINO, CA REVISION TABLE: TITLE TYPE j REVISION DATE BY INFO ROOF TILE ROOFING BEL AIR y .� SIDING STUCCO SMOOTH EXTERIOR TRIM SQR. EDGE - 4" HT. X 2" DPT. DECORAMOULD GARAGE DOOR CLOPAY WHITE COLOR DOOR Feather River Doors WHITE COLOR ' -110 - _ ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, WINDOWSM I L G A R D T U S C A N Y / WHITE # GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY z DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- S T R E ETS C A P E ELEVATION, DESCRIPTION THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. e}•, SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF # } THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE ti RESPONSIBILITY OF ESTIMATING THE WORK.IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- J1. + CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. SHEET TITLE: Oro if 'K. DIAGRAMS/ mow - _ SCHEDULES / -� �:� - ~ � STREETSCAPE l7F�- - ELEVATION PROJECT ID : D-1610-07 k DATE : JAN UARY.2020 SCALE: 1/8"= 1' } �Y} '� '• ' DRAWN BY : AMS t SHEET NUMBER: .. .L y A-04 , 01 f � - T • -.. OWNERSHIP: ~ THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR ti REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN 18770 HANNA DR. 18780 HANNA DR. 18790 HANNA DR. CONSENT OF AMS DESIGN.ANY USE OF THESE PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. Commu iity Development Department Pla ining Division - Cupertino CUPERTINO APPROVED Case# R-2020-013, A r Z Approval Body: Director/StaffO Approval Date 1 10/01/20 L Signature Ejen Yau Case Manager LEGEND - - EXISTING CONTOUR LINE ---200--- NATURAL GRADE CONTOUR LINE FOUND CITY MONUMENT BOX, OR AS NOTED ti BOUNDARY OF PROPERTY SURVEYED 10 30 50 a ( ) RECORD INFORMATION 0 20 40 100 GRAPHIC SCALE CENTERLINE 1" - 30' CURB INLET m CURB LINE �I DRIVEWAY APRON I I I o c a a a a a ELECTROLIER BASIS OF BEARINGS Q0 � THE BEARING SOUTH 80°14'35" EAST OF THE CENTER LINE OF HANNA DR OF AS p,l LA�Ip x x x FENCE co LOT 110 SHOWN ON THAT MAP OF TRACT NO 1320 FILED FOR RECORD IN BOOK 54 OF �,� MAPS PAGES 34 THROUGH 35, SANTA CLARA COUNTY RECORDS, AND AS FOUND CO PORFIRIO �G FIRE HYDRANT O� LOT 66 o I LOT 102 I LOT 103 LOT 104 LOT 108 LOT 109 I� R1 MONUMENTED, WAS TAKEN AS THE BASIS OF BEARING FOR THIS SURVEY. o OSCAR OSUNA ® FLAT GRATE INLET �� R 1 0 l R 1 I R 1 I R 1 R 1 I R 1 t CDNo. 8921 o.H GjC'O\PwR OVERHEAD POWER LINE SQ2�2' CDI I CD00 *�Exp. 9-30-20 \* P A p. qT \�o�� oH. TEL OVERHEAD TELEPHON LINE tK O FOUND CI �F �O�/ 0 F FOF CAS MONUMENT 0�o ss SANITARY SEWER NE - - S82°59'21 "E 570.84 FOUND CITY q�5 d� .I•w�y O SANITARY SEWER MANHOLE �� /, �\ - - - - - -o�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 60 CD H A N N A D R o I M O N U M ESN �� PORFIRIO OSCAR OSUNA _ G PLS 8921 EXP. 9-30-20 0, /O Op' Sri �, g g�5 o LO SANITARY SEWER CLEANOUT � /��' 4,I( R-85.00 `" "� S82°59'21"E 570.84' - - - - - - - - - - S80°14'35"E 626.31 '_R 1 _ _ _ "' o SIGN 2634" S80°14'35"E 626.61 ' M-M- N so STORM DRAIN LINE o I cLO o �� I� REFERENCES: STORM DRAIN MA�OLE N N I p�5 R1 TRACT NO. 1320 54-M-34&35 S82°59'21 "E 51 .00' UTILITY BOX S82° '21 "E 28.70' UTILITY POLE LOT 67 / w WATER LINE R1 a)/ W WATER METER Cc >> LOT R 101 LOT 100 o I I I I I LOT 91 Gy .^� �I LOT 99 LOT 92 BENCH MARK WATER VALVE LOT 98 LOT 97 LOT 92 EM ELECTRIC METER � NR1 R1 R1 R1 R1 R1 DESCRIPTION: ASSUMED BENCHMARK, MAG NAIL ON STREET, NEAR THE 9� NO.: 375-29-048-J NORTHERLY CORNER OF LOT AS SHOWN: ELEV.: 100.00' WH WATER HEATER /:F'-APN N © GAS OTT GROSS AREA: 5,466+D DSF S76°18'09"E 51.85' ABREVIATIONS S76°18 0 APN ASSESSOR'S PARCEL NUMBER_ � 9��E 53.35' BM BENCH MARK `0, CATV CABLE TELEVISION OVERHEAD o D CURVE DRWY DRIVEWAYELTA Z V N a " IDS DOWNSPOUT c S82°59 21 E .00' .-. FF FINISH FLOOR w �' o0 o' FL FLOW LINE ELEVATION Z > > o GFF GARAGE FINISH FLOOR v N J � IP IRON PIPE c Z 1- o L CURVE LENGTH W � g R# REFERENCE DOCUMENT W Z d M-M MONUMENT TO MONUMENT Z tn N N O.H. PWR OVERHEAD POWER LINE Iw O.H. TEL OVERHEAD TELEPHONE LINE z PCL PARCEL Z c z M P.M. PARCEL MAP 0 W Ld ILJ o PTN PORTION R RADIUS I- - SD STORM DRAIN z N �; SS SANITARY SEWER J 0-3 cr-TC TOP OF CURB ELEVATION N J L) TEMP. TEMPORARY z z L PUE PUBLIC UTILITY EASEMENT \11 w No WILE WATER LINE EASEMENT 00 rz � Q � N NOTES: N J O� 2 V 1 . DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. 0- 2. THE DISTINCTIVE BORDER LINE DENOTES THE BOUNDARY. Q o 3. TREES SPECIES NAMES ARE APPROXIMATE, AND LABELED BY THEIR COMMON NAME f/ o0 TO THE BEST OF OUR KNOWLEDGE. IT IS NOT BASED ON AN ARBORIST REPORT. 4. TOPOGRAPHY SHOWN ON THIS MAP REPRESENTS THE SURFACE FEATURES ONLY. � 5. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND AND 0 O OVERHEAD UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF w Q UNDERGROUND UTILITIES CALL "USA" (1-800-642-2440). 0 L z C,4 6. BUILDING FOOTPRINTS ARE SHOWN AT GROUND LEVEL. Q = M 7. FINISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD (EXTERIOR). 06 8. A TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED BY OSUNA ENGINEERING, INC. OTHER EASEMENTS OF RECORD MAY EXIST THAT ARE co NOT SHOWN ON THIS MAP. 0 foo 00 Q o� 0 z � O o Z W � U AO SHEET BIT 1 OF 2 SHEETS Commu iity Development Department Pla ining Division - Cupertino CUPERTINO APPROVED z� Case# R-2020-013, A r I Cn Approval Body: Director/Staff o Approva I Date 10/01/20 Signature E Ien Yau Case Manager LEGEND 20C EXISTING CONTOUR LINE /� EX. FIRE HYDR NT ---200--- NATURAL GRADE CONTOUR LINE FOUND CITY MONUMENT BOX, OR AS NOTED 10 30 50 BOUNDARY OF PROPERTY SURVEYED I a ( ) RECORD INFORMATION I EX. WATER VALVE 0 40 GRR APHIC SCALE - - - - - - - - - - - - - - - - - - - - - - - - -�- - 1„ = 10' CENTERLINE - - - - - - - - - - - - v 0 CURB INLET - - - - - - - - - - - - - - - - - - - — m CD — — CURB LINE \ L DRIVEWAY APRON a a a a a "6opo, EX. MAN HOLE BASIS OF BEARINGS ELECTROLIER 4-00 R,8Soo I H A N N A DR BENCHMARK: 263 I ELEV. 100.00' THE BEARING NORTH 45°15 00 EAST OF THE CENTER LINE OF RONNIE WAY AS �P� LAND x x x FENCE 4 MAG NAIL SHOWN ON THAT MAP OF TRACT NO 2543 FILED FOR RECORD IN BOOK 115 OF MAPS PAGES 46 THROUGH 47, SANTA CLARA COUNTY RECORDS, AND AS FOUND _ PORFIRIO FIRE HYDRANT — MONUMENTED, WAS TAKEN AS THE BASIS OF BEARING FOR THIS SURVEY. OSCAR OSUNAch: o ® FLAT GRATE INLET I * No. 8921 O.H. PWR OVERHEAD POWER LINE I Exp. 9-30-20 O.H. TEL OVERHEAD TELEPHONE LINE qTF OF CA_\F ss SANITARY SEWER LINE o L i O SANITARY SEWER MANHOLE N OP R IR/0 OSCAR OSUNA SANITARY SEWER CLEANOUT 8— Tip€€ PLS 8921 EXP. 9-JO-20 �o Ir EX. SIDEWALK EX. SIDEWALK EX. SIDEWALK SIGN I EX. SIDEWALK SD_ STORM DRAIN LINE r S82°59'21"E 51.00' �� 12" TREE REFERENCES: O STORM DRAIN MANHOLE R1 TRACT NO. 1320 54-M-34&35 Q / I o UTILITY BOX >S82°59'21 "E 28.70' "' 0 -0- UTILITY POLE / 'n X W � w WATER LINE X�oo`? _I tioo� �ooq' 001 A WATER METER I x WATER VALVE / o I BENCH MARK m I DESCRIPTION: ASSUMED BENCHMARK, MAG NAIL ON STREET, NEAR THE EM ELECTRIC METER / ^ X � \ WESTERLY CORNER OF LOT AS SHOWN: ELEV.: 100.00' WH WATER HEATER I W U x z © GAS o°� - X o° o^, xT G� X x X / I CD � W GAS METER CD 0? m I ABREVIATIONS I 4.7 X APN ASSESSOR'S PARCEL NUMBER :w I X BM BENCH MARK � E K' SOT 101 I EX. HOUSE �° LOT 99 CATV CABLE TELEVISION OVERHEAD N h x� � x D CURVE DELTA Z -m N o/ R1 I oo. FF 201 .0 R1 DRWY DRIVEWAY 4C z x� / z I IDS DOWNSPOUT 777 w c / I o I FF FINISH FLOOR _ Of 00 CHIMNEY I zo SOT 100 FL FLOW LINE ELEVATION Z V X GFF GARAGE FINISH FLOOR J W c z 1- o R1 IP IRON PIPE W -� g X w L CURVE LENGTH ENCE DOCUMENT W FD / APN NO.: 375-29-046 I 46 M#M MONUMENT TO MONUMENT Z �j (n � / "' x�o�. CD � I O.H. PWR OVERHEAD POWER LINE �� w LOT GROSS AREA: 5,466± SF O.H. TEL OVERHEAD TELEPHONE LINE V z M oo°c I PCL PARCEL 0Z w 110 M 1 7' x`L X P.M. PARCEL MAP W a J o X PTN PORTION 4.6' I EM R RADIUS 0) / I SD STORM DRAIN z rn / I SS SANITARY SEWER JCi EX. CONC. ELECTRIC METER I TC TOP OF CURB ELEVATION TEMP. TEMPORARY o z QLi x`1 PUE PUBLIC UTILITY EASEMENT \1 c� w No WILE WATER LINE EASEMENT 0° � N o \ 8" WOOD Z i \ PLANTER i �"', I U Q N I NOTES: = U rb � X goo• 8„ Tr �oo �oo_� S76°18' x T x x 1 . DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. w — 09"E=' — _ IX 2. THE DISTINCTIVE BORDER LINE DENOTES THE BOUNDARY. Q o 3. TREES SPECIES NAMES ARE APPROXIMATE, AND LABELED BY THEIR COMMON NAME �/ o _ TO THE BEST OF OUR KNOWLEDGE. IT IS NOT BASED ON AN ARBORIST REPORT. - x -- — 4. TOPOGRAPHY SHOWN ON THIS MAP REPRESENTS THE SURFACE FEATURES ONLY. Cn � Cfl E 5 .35, 5. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND AND O OH X — OVERHEAD UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF 0- w Q & 6 OH — — — — — — — UNDERGROUND UTILITIES CALL "USA" (1-800-642-2440). 0 L z � v OH I 6. BUILDING FOOTPRINTS ARE SHOWN AT GROUND LEVEL. Of Q F_ 7. FINISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD (EXTERIOR). p45 = co 8. A TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED BY - SOT 73 I _CD OSUNA ENGINEERING, INC. OTHER EASEMENTS OF RECORD MAY EXIST THAT ARE >- co 0 � R1 LOT 74 NOT SHOWN ON THIS MAP. Q 00 Q o R1 0 LOT 75 z R1 I 0 L Z S82°59'21"E 8.00' o I SHEET I I BT 2 OF 2 SHEETS Communi y Development Department Plan ringDivision - Cupertino PRODUCT SPECIFICATIONS Split System Air Conditioner:N4A5 I 'CUPERTINQ APPROVED I a'°"'"' N4A5 j OUTDOOR UNIT MODEL NUMBER IDENTIFICATION GUIDE Case # R-2020-013, t 3 Performance Series Digit Position: 1 2 3 a 5,6 7 8 9 10 11 12 r %,° Example Part Number: N 4 A 5 18 G K C 1 0 0 Product Specifications C=Day&Night Mainline Approva I Body: rector/Staff N=Day&Night Entry BRANDING 4=R-410A REFRIGERANT a Approval Date 10/01/20 EFFICIENT 14 SEER/11.7-12.2 EER AIR CONDITIONER p A so. o DESIGN A=Air Conditioner 1 A so. M A,R IN ^R A M O AIR DISCHARGE DISCHARGE C GIY V IIIVIYIVIGI TALLY SOUND R-410A REFRIGERANT H=Heat Pump TYPE p AIR DISCHARGE M AIR IN pjSCHARGE C \ / 0 l 1 Signature Eller Yau 1-1/2 THRU 5 TONS SPLIT SYSTEM 4 5=15 SEER 0 f , D I / rn 208 230 Volt, 1-phase,60 Hz < �•_ i`=t N Case Manager 208/230,460&575 Volt,3-phase,60 Hz '� NOMINAL EFFICIENCY C) t n -sue 18=18,000 BTUH=1-1/2 tons m j - M REFRIGERATION CIRCUIT m „ n n •Scroll compressors on all models I w IIIIIIIIIII = �118.„N IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII 24=24,000 BTUH=2 tons 11 0T FIELD POWER SUPPLY CONN D P 30=30,000 BTUH=2-1/2 tons D POWER SUPPLY CONN G.58 23 HOLE WITH •Filter-Drier supplied with eve and for field installation 07/8"HOLE WITH D 0ze.sa NN«NouT AND p PP every IIIIIIIIIIIIIIIIIIIIII •Copper tube/aluminum fin coil IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 36=36,000 BTUH 3 tons NOC AND 4.93 KNOCKOUT R IN in OCNOUi - ° Z AMSDESIGN. . -% �138" NOUT AIR INS O42=42,000 BTUH=3-1/2 tons % Z FIELD CONTROL SUPPLY CONN.EASY TO INSTALL AND SERVICE FIELD CONTROL SUPPLY Conti In dzz.z3 HLE a F ® OIII4111111111111111111111111U 0,,5"xDLt F 8 • I FAIR IN •Easy Access service valves on all models 48=48,000 BTUH=4 tons B • IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 60=60,000 BTUH=5 tons NOMINAL CAPACITY - I 1 N •External high and low refrigerant service ports IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III N ps.s3 o a,.l ,.. P •Only two screws to access control panel A=Standard Grille oulD LINE coNN. © E 2275 S.BASCOM AVE.,SUITE 1406 •Factory charged with R-4,OA refrigerant IIIIIIIIIIIIIIIIII111111111111111 G=Coil Guard Grille BUILT TO LAST IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII C=Coastal FEATURES 63,3 8 L IOUID LINE CONN. P P 9 I IIII _ c ,n' o• 8" 3 E m 6.2 CAM(415)2 CA 4.1606 I IIIIII A __ e e •Baked-on powder coat finish over galvanized steel ') IIIIII�IIIII�IIIIIIIII K=208/230-1-60 • 9 i 8I 47.6 LL Tell:(415)254.1606 L9.PL TIEDOWN NN«NOUTS •Post-painted black toll fins - L 8"iIEDOWN HNOCNOUTS H Ys9. J PLACES a-MAIL: office@AMSDesignllp.com P (black) b D VAPOR LINE CONN H=208/230-3-60 I } Iv PLACES rr 8 GD VAPOR LINE CONN XSO. 5,16. -. XSO. •Coated,weather-resistant cabinet screws r XGO.� `3 K AIR IN L=460-3-60 •Coated inlet grille with 3/8"(10mm)grille spacing for extra � I< L AIA INo�lprotection(hail guard) S=575-3-60 VOLTAGE 9D5270-4 REV B LIMITED WARRANTY* U n SD5270-4 REV B f. 1.Allow 762 mm clearance to service side of unit,1219 mm above unit,152 mm on one side,305 mm on remainin sides,and 610mm between units for ro er airflow. s////��i ,�,,/�/ L U$ Sales Code m 9 proper C_/!� C_//�%%I G�J%kVu •10 year parts limited warranty(including compressor and �. 1.Allow 30"clearance to service side of unit,48"above unit,6"on one side,12"on remaining sides and 24"between units for proper airflow. 2.Minimum outdoor operating ambient in cooling mode is 13°C,max 52°C. Engineering Revision = 9 P p coil)with timely registration Use o the AHRI Certified TM Ma k indicates a LISTED 2.Minimum outdoor operating ambient in cooling mode is 55°F,max 125°F. - 3.Center of Gravity manufacturers participation in the program.For Extra Digit •5 year parts limited warranty if not registered within 90 verification ofcertlfloafion for individualproducts, g. 3.Center of Gravity& Dimensions mm(SI Metric) go to www.ahridirectory.°rg. days of original installation Extra Digit Dimensions Inches(English) Minimum Minimum U *See warranty certificate for complete details and Minimum Minimum (n Ground Rooftop = restrictions ACCESSORIES PART NUMBER IDENTIFICATION GUIDE Ground Rooftop -a Mounting Mounting Shipping (nn Digit Position: 1 2 3 4 5 6,7 8,9 10,11 Mounting Pad Mounting Pad Shipping y Pad Size Pad Size Dimensions H Size Size Dimensions y Model A B C D E F G K L M N P X Y L x W x H 3 Example Part Number: N A S A 0 01 01 C H Model 7AB C D E F G K L M N P X Y Lx W x H 4p N4A518GKC 654 635 95 19 113 540 232 71 13 330 387 248 654X 654 518 x518 708x708x 827 D N4A518GKC 25-3/4 25 3-3/4 3/4 4-7/16 21-1/4 9-1/8 2-13/16 1/2 13 15-1/4 9-3/4 25-3/4 x 25-3/4 20-7/16 x 20-7/16 27-7/8 x 27-7/8 x 32-9/16 3 N4A524GKC 654 821 95 19 113 540 232 71 13 340 337 383 654 x 654 518 x 518 708 x 708 x 827 z Min. N=tion-Branded BRANDING D n Model Size Nominal Max.Fuse Operating Dimensions Ship/Operating N4A524GKC 25--3/4 32-5/16 3--3/4 3/4 4-7/16 21-1/4 9-1/8 2-13/16 1/2 13-5/8 13-1/4 15-1/16 25--3/4 x 25-3/4 20-7/16 x 20-7/16 27-7/8 x 27-7/8 x 36-5/8 - N4A530GKC 792 808 95 19 167 627 232 71 13 410 383 321 792 x 792 583 x 583 847 x 847 x 864 Number (tons) BTU/hr Circuit or Breaker depth x width x height in.(mm) Weight lbs.(kg) N4A530GKC 31-3/16 31-13/16 3�/4 3/4 6-9/16 24-11/16 9-1/8 2-13/16 1/2 16-1/8 15-1/16 12-5/8 31-3/16 x 31-3/16 23 x 23 33-U x 33-3/8 x 34 n N4A536GKC 792 894 9s z2 167 627 232 75 16 410 416 367 792 x 792 583 x 583 847 x 847 x 951 3 Amps A=Accessory PRODUCT GROUP a 25-3/4 x 25-3/4 x 25 N4A536G KC 31-3/16 35-3/16 3-7/8 7/8 6-9/16 24-11/16 9-1/8 2-15/16 5/8 16-1/8 16-3/8 14-7/16 31-3/16 x 31-3/16 23 x 23 33-U x 33-a/8 x 37-7/16 n N4A542G KC 792 722 98 22 167 627 232 75 16 403 432 302 792 x 792 583 x 583 847 x 847 x 778 N4A518GKC 1-1/2 18,000 11.7 20 145/122(66/55) S=Split System(AC&HP) KIT USAGE (654 x 654 x 635) N4A542GKC 31-3/16 28-7/16 3-7/8 7/8 6-9/16 24-11/16 9-1/8 2-15/16 5/8 15-7/8 17 11-7/8 31-,3/16 x 31-3/16 23 x 23 33-M x 33-3/8 x 30-" ° N4A548GKC 792 722 98 22 167 627 232 75 16 411 413 260 792 x 792 583 x 583 847 x 847 x 778 3 25-3/4 x 25-3/4 x 32-5/16 A=Original N4A548GKC 31-3/16 28-7/16 3-7/8 7/8 6-9/16 24-11/16 9-1/8 2-15/16 5/8 16-3/16 16-1/4 10-114 W�/16 x 31-3116 23 x 23 33-3/8 x 33-3/8 x 30-5/8 N4A560GKC 792 808 98 22 167 627 232 75 16 394 406 276 792 x 792 583 x 583 847 x 847 x 864 is N4A524GKC 2 24,000 14.1 20 (654 x 654 x 821) 148/123(67/56) B=2nd Generation MAJOR SERIES N4A560GKC 31-3/16 31-13/16 3-7/8 7/8 6-9/16 24-11/16 9-1/8 2-15/16 5/8 15-1/2 16 10-7/8 31„°/16 x 31�116 23 x 23 33�/8 x 33�/8 x 34 � (Nj) Z 31-3/16 x 31-3/16 x 31-13/16 0=Generic or Not Applicable Z O D N4A530GKC 2-1/2 30,000 16.8 25 186/151 (84/69) PP� 4, o N (792 x 792 x 808) 31-3/16x31�/16x35-3/16 2=R-22 (a ILSENE BUILDER INC. N4A536GKC 3 36,000 18.1 30 171/151(78/69) (792 x 792 x 894) a=R-41 DA REFRIGERANTmommi 21060 HOMESTEAD RD.SUITE 216 N4A542GKC 3-1/2 42,000 22.3 35 31-3/16 x 31-,3/16 x 28-7/16 226/191 (103/87) Product Identifier Number (792 x 792 x 722) Package Quantity N4A548GKC 4 48,000 20.9 35 31-3/16 x 31-,3/16 x 28-7/16 200/182(91/83) (792 x 792 x 722) Type of Kit(Example: CH=Crankcase Heater) CEL(408 N A 95014 TEL:(408)992-1229 N4A560GKC 5 60,000 27.5 40 31-3/16 x 31-3/16 x 31-13/16 218/197(99/89) (792 x 792 x 808) a MAIL: NILSENEINC GMAIL.COM 2 Specifications subject to change without notice. 421 14 6250 01 specifications subject to change without notice. 421 14 6250 01 5/15/2015 HANNA'S PRODUCT SPECIFICATIONS � Split System Air Conditioner:N4A5 PRODUCT SPECIFICATIONS Split System Air Conditioner:N4A5 A PHYSICAL DATA METERING DEVICE RESIDENCE UNIT SIZE 18 24 30 36 42 48 60 UNIT SIZE-SERIES INDOOOR REQUIRED SUBCOOLING°F(°C) Compressor Type Scroll 18 13(7.22) REFRIGERANT R-41 OA 24 10(5.56) Control TXV Hard Shutoff 30 12(6.67) Charge(Ib) 3.20(1.45) 4.60(2.09) 5.67(2.57) 6.40(2.90) 7.46(3.38) 8.31(3.77) 9.39(4.26) 36 TXV* 11(6.11) 18780 HAN NA DR., COND FAN Propeller Type,Direct Drive 42 11(6.11) Air Discharge verticalDETAILED COOLING CAPACITIES# v DETAILED COOLING CAPACITIES#CONTINUED -0 CUPERTINO CA 48 11(6.11) Air Qty(CFM) 1700 1881 2614 3365 3700 3545 3700 60 13(7.22) N M Dg , Motor HP 1/12 1/12 1/10 1/5 1/4 1/4 1/4 CONDENSER ENTERING AIR TEMPERATURES °FCC) O CONDENSEllENTERINGAIRTEMPERATURES 'F CC) O *TXV must be ordered separately when indoor coil is not equipped with a TXV.TXV must be hard-shutoff type. EVAPORATOR AIR EVAPORATOR AIR Motor RPM 1100 1100 1100 1100 1100 1110 1100 y 75(23.9) 85(29.4) 95(35) 105(40.6) 115(46.1) 125(51.7) O 75(23.9) 85(29.4) 95(35) 705(40.6) 115(46.1) 725(51.7) O COND COIL A Capacity MBtruh Total Capacity Matruh Total Capacity Matruh Total Capacity Matruh Total Capacity MBtuh Total Capacity Netuh Total C Capacity MBtuh Total Capacity Matruh Total Capacity Matruh Total Capacity Matuh Total Capacity Matruh Total Capacity Matruh Total C VAPOR LINE SIZING AND COOLING CAPACITY LOSS O CFM FWB System System System System System System n CFM EWB system System System system System System Face Area(Sq ft) 9.85 11.2 17.24 19.4 15.1 15.1 17.25 DO (°C) Total Senst KW*• Total Sens# KW" Total Sens# KW Total Sens# KW Total Senst KW* Total Senst Kw** � °F CC) Total Senst KW Total Sens# KW Total Sens# KW*• Total Senst KW+ Total Senst oN" Total Senst KVP* � Acceptable vapor line diameters provide adequate oil return to the compressor while avoiding excessive capacity loss.The suction o (� (p Fins per In. 25 25 25 25 20 20 25 N4A518GKA Outdoor Section With EA*4X24B**Indoor Section � = N4A530GKA Outdoor Section With EA*4X37L21**Indoor Section REVISION TABLE: Rows 1 1 1 1 2 2 2 line diameters shown in the chart below are acceptable for AC systems with R-41 OA refrigerant: O 72(222) 20.56 10.96 1.11 19.77 10.67 1.25 18.93 10.35 1.40 17.98 10.00 1.58 16.91 9.62 1.77 15.70 9.18 2.00 -0 72(22.2) 34.17 17.94 1.96 32.63 17.38 2.16 31.02 16.79 2.40 29.33 16.18 2.66 27.51 15.54 2.98 25.57 14.86 3.35 (T7 Circuits 3 5 4 5 6 6 8 Maximum Cooling Capacity Loss(°k) 97(19.4) 18.80 13.55 1.12 18.03 13.23 1.26 17.20 12.89 1.41 16.29 12.52 1.58 15.26 12.11 1.78 14.11 11.66 2.00 0 67(19.4) 31.02 22.10 1.97 29.61 21.53 2.17 28.14 20.94 2.40 26.58 20.31 2.66 24.91 19.66 2.98 23.13 18.96 3.35 n Unit Liquid U a Vapor Line Total Equivalent Line Length ft.(m) 625 63(17.2)tt 17.52 13.07 1.13 16.75 12.73 1.27 15.94 12.37 1.42 15.04 11.98 1.59 14.05 11.55 1.78 12.94 11.08 2.01 T 875 63(17.2)tt 28.77 21.25 1.97 27.46 20.67 2.17 26.08 20.08 2.40 24.62 19.45 2.67 23.07 18.79 2.98 21.39 18.09 3.36 TI VALVE CONNECT.(in.to) Nominal Diameters Diameters 26-50 51-80 81-100 101-125 126-150 151-175 176-200 201-225 226-250 62(16.7) 1721 16.10 1.13 16.46 15.76 1.27 15.67 15.40 1.42 14.89 14.89 1.59 14.11 14.11 1.78 13.23 13.23 2.00 0 62(16.7) 28.19 26.15 1.97 26.92 25.56 2.17 25.60 25.36 2.40 24.34 24.34 2.66 23.11 23.11 2.98 21.76 21.76 3.35 0 REVISION DATE BY Vapor 3/4 3/4 3/4 7/8 7/8 7/8 7/8 Size(Btuh) (In.OD) (In.OD) (7.9-15.2 15.5-24.4 24.7-30.5) (30.8-38.1 ) ( ) (53.6-61.0) (61.3-68.6A S ( ) ( ) (38.4-45.] 46.0-53.3 ) (68.9-76.2) 57(13.9) 16.82 18.82 1.14 16.21 18.21 1.27 15.57 15.57 1.42 14.86 14.88 1.59 14.08 14.08 1.78 13.20 13.20 2.00 D 57(13.9) 27.51 27.51 1.97 28.51 26.51 2.17 25.45 25.45 2.40 24.30 24.30 2.68 23.07 23.07 2.98 21.73 21.73 3.35 D Liquid 3/8 18 1/2 1 2 5 6 7 13 9 11 72(22.2) 20.91 11.56 1.14 20.10 11.27 1.27 19.23 10.95 1.43 18.25 10.60 1.60 17.16 10.22 1.80 15.91 9.78 2.02 1 72(22.2) 34.79 18.95 2.01 33.19 18.37 2.21 31.51 17.78 2.44 29.73 17.16 2.71 27.85 16.51 3.03 25.85 15.82 3.40 1 REFRIGERANT TUBES In.OD 1 Stage 67(19.4) 19.14 14.62 1.15 18.35 14.21 1.28 17.50 13.87 1.44 16.56 13.49 1.61 15.51 13.08 1.80 14.33 12.62 2.03 O 67(19.4) 31.61 23.69 2.01 30.13 23.11 2.21 28.60 22.50 2.44 26.98 21.87 2.71 25.25 21.19 3.03 23.42 20.49 3.40 O ( ) 3/8 5/8 0 1 1 1 2 2 2 3 3 AC with 600 63(17.2)tt 17.86 13.98 1.16 17.08 13.64 1.29 16.24 13.28 1.44 15.32 12.88 1.81 14.30 12.45 1.81 73.76 11.9] 2.03 Z 1000 63(77.2)tt 29.34 22.73 2.02 27.97 22.14 2.22 26.53 21.53 2.45 25.01 20.89 2.71 23.40 20.21 3.03 21.68 19.49 3.40 Z Rated Vapor* 3/4 3/4 3/4 7/8 7/8 7/6 1-1/6 R-410A 3/4 0 0 0 0 1 1 1 1 1 62(1%. 17.61 17.44 1.16 16.94 16.94 1.29 16.27 16.27 1.44 15.53 15.53 1.61 14.70 14.70 1.81 13.77 13.77 2.03 N 82(16.7) 28.87 28.71 2.01 27.71 27.71 2.22 26.56 26.56 2.45 25.33 25.33 2.71 24.00 24.00 3.03 22.57 22.57 3.40 N Max Liquid Line 3/8 24 5/8 0 1 2 2 3 3 4 5 5 57(13.9) 17.54 17.54 1.16 16.91 16.91 1.29 16.24 16.24 1.44 15.50 15.50 1.61 14.68 14.68 1.81 13.75 13.75 2.03 57(13.9) 28.75 28.75 2.01 27.66 27.66 2.22 26.52 26.52 2.45 25.29 25.29 2.71 23.97 23.97 3.03 22.54 22.54 3.40 *Units are rated with 25 ft(7.6 m)of lineset length.See Vapor Line Sizing and Cooling Capacity Loss table when using other sizes and lengths of lineset.Note:See unit 1 Stage 3/8 4 1 1 1 1 1 2 2 72(22.2) 21.16 12.15 1.16 20.33 11.86 1.30 19.44 11.64 1.46 18.44 11.19 1.63 17.32 10.80 1.83 16.05 10.37 2.05 72(22.2) 36.24 19.93 2.06 33.57 19.35 2.26 31.84 18.74 2.49 30.02 18.11 2.76 28.08 17.45 3.08 26.02 16.75 3.45 Installation Instruction for proper Installation. AC with / 3/ 0 0 67(19.4 19.39 15.48 1.17 18.58 15.16 1.31 17.72 14.81 1.46 16.77 14.44 1.63 15.69 14.03 1.83 14.49 13.56 2.05 67(19.4) 32.05 25.24 2.06 30.53 24.64 2.26 28.94 24.02 2.49 27.27 23.37 2.76 25.51 22.69 3.08 23.63 21.95 3.45 t See Liquid Line Sizing For Cooling Only Systems with R410-A Rehigerant tables. R-410A 7/8 0 0 0 0 0 1 1 1 1 675 63(17.2)tt 18.12 14.87 1.18 17.31 14.52 1.32 16.46 14.16 1.47 15.53 13.77 1.64 14.49 13.33 1.84 13.33 12.84 2.06 1125 63(17.2)tt 29.77 24.16 2.06 28.34 23.56 2.26 26.86 22.94 2.49 25.30 22.28 2.76 23.65 21.59 3.08 21.90 20.83 3.45 OPER VOLTS* COMPR FAN MAX FUSEL 30 5/8 1 2 3 3 4 5 6 7 8 62(16.7) 18.17 18.17 1.18 17.52 17.52 1.32 16.82 16.82 1.47 16.05 16.05 1.64 15.19 15.19 1.83 14.22 14.22 2.06 62(16.7) 29.83 29.83 2.06 28.67 28.67 2.26 27.45 2z45 2.49 26.15 26.15 2.76 24.74 24.74 3.07 23.23 23.23 3.45 UNIT SIZE V/PH MCA or CKT BRK 1 Stage 3/8 3/4 0 0 1 1 1 2 2 2 3 57(13.9) 18.14 18.14 1.18 17.49 17.49 1.32 16.79 16.79 1.47 16.03 16.03 1.64 15.17 15.17 1.83 14.20 14.20 2.06 57(13.9) 29.79 29.79 2.06 28.63 28.63 2.26 27.41 27.41 2.49 26.11 26.11 2.76 24.71 24.71 3.07 23.20 23.20 3.45 MAX MIN LRA RLA FLA AC with AMPS CONDENSER ENTERING AIR TEMPERATURES -FCC) CONDENSER ENTERING AIR TEMPERATURES°F(°C) R-410A 7/6 0 0 0 0 1 1 1 1 1 EVAPORATOR AIR EVAPORATOR AIR 18 47.5 9.0 0.40 11.7 20 75(23.9) B5(29.4) 95(35) 105(40.6) 115(48.1) 125(51.7) 75(23.9) 65(29A) 95(35) 105(40.8) 115(48.1) 125(51.7) 5/8 1 2 4 5 6 8 9 10 12 Capacity Matuh Total Capacity Matruh Total Capacity MBWh Total Capacity MBmh Total Ca I Matuh Total Capacity Matuh Tate CB Matuh Total Capacity Matuh Total Capacity MBWh Total Ca Matuh Total Capacity Matruh Total Capacity MBWh Tote 24 62.9 10.9 0.50 14.1 20 1 Stage Ewe pee ry P•°try pee ry pat ryCapacity Pat ry Ewe P•ehy Pa ry Pac rypocky Pat ry Pac ry - 9 - CFM System System System System System System - CFM System System System System System System 3/6 3/4 0 1 1 2 2 3 3 4 4 30 67.8 12.8 0.75 16.8 25 AC with -0. °F(°C) Total Sens# KW* Total Sans# Kw** Total Sens# Kw** Total Senst KW** Total Sens# KW-- Total Sens# KW-- T�) Total Sens# KW* Total Sens# Kw** Total Sens# Kw** Total Sens# KW*" Total Sens# KW-- Total Senst KW** 36 208/230/1-60 253 197 79.0 13.6 1.10 18.1 30 R-410A 7/8 0 0 0 1 1 1 1 2 z N4A524GKA Outdoor Section With EA*4X25L17**Indoor Section 4A536GKA Outdoor Section With EA*4X37L2T"*Indoor Section 42 109.0 16.7 1.40 22.3 35 42 3/4 0 1 2 2 3 4 4 5 6 72(22.2) 28.74 15.34 1.56 27.56 14.90 1.73 26.33 14.44 1,92 25.00 13.95 2.14 23.56 13.43 2.40 21.93 12.85 2.70 - 72(22.2) 41.37 21.28 2.29 39.61 20.66 2.57 37.34 19.87 2.85 34.80 19.01 3.15 32.22 18.13 3.51 29.74 17.32 3.96 48 105.7 15.6 1.40 20.9 35 1 Stage 3/8 7/8 0 0 1 1 1 2 2 2 3 8 67(19.4) 26.25 18.97 1.56 25.16 18.51 1.73 24.00 18.04 1.92 22.78 17.53 2.14 21.42 16.99 2.40 19.90 16.39 2.70 67(19.4) 38.24 26.63 2.29 36.68 26.02 2.57 34.60 25.21 2.84 32.26 24.32 3.13 29.89 23.42 3.49 27.60 22.56 3.93 60 127.1 20.8 1.52 27.5 q0 AC With 700 63(17.2)tt 24.47 18.29 1.56 23.43 17.84 1.73 22.35 17.34 1.92 21.19 16.83 2.14 19.88 16.27 2.40 18.47 15.67 2.71 lo50 63(17.2)tt 35.82 25.73 2.30 34.41 25.13 2.57 32.47 24.32 2.84 30.30 23.42 3.12 28.06 22.51 3.48 25.93 21.65 3.92 R-410A 11/8 0 0 0 0 0 0 0 0 0 62 16. 23.96 22.48 1.56 22.96 22.01 1.73 21.90 21.51 1.92 20.82 20.82 2.14 19.79 19.79 2.40 18.66 18.fi6 2.70 62 16. 36.20 31.75 2.31 33.85 31.13 2.57 32.01 31.87 2.83 30.18 30.18 3.12 28.33 28.33 3.48 26.62 26.52 3.92 *Permissible limits of the voltage range at which the unit will operate satisfactorily ( 71 l >! t Time-Delay fuse. 48 3/4 0 1 2 3 4 5 5 6 7 m 57(13.9) 23.35 23.35 1.56 22.55 22.55 1.73 21.70 21.70 7.92 20.79 20.79 2.14 19.76 19.76 2.40 18.63 18.63 2.70 m 57 N3.9) 34.54 34.54 2.31 33.43 33.43 2.58 31.90 31.90 2.83 30.14 30A4 3A2 28.29 28.29 3.48 26.48 26.48 3.92 FLe -Full setl Amps 1 Stage 3/8 7/6 0 0 1 1 2 2 2 3 3 E. 72(22.2) 29.22 16.18 1.60 28.00 15.74 1.77 26.71 15.27 1.96 25.33 14.78 2.18 23.85 14.26 2.44 22.16 13.67 2.73 72(22.2) 41.83 22.41 2.34 39.99 21.78 2.63 37.64 20.98 2.91 35.04 20.11 3.22 32.39 19.23 3.58 29.64 18.39 4.02 AC With o 67(19.4) 26.70 20.31 1.60 25.57 19.85 1.77 24.37 19.37 1.96 23.09 18.86 2.18 21.71 18.31 2.44 20.15 17.70 2.74 .1 67(19.4) 38.76 28.48 2.35 37.13 27.85 2.62 34.98 27.03 2.90 32.57 26.13 3.19 30.13 25.21 3.55 27.79 24.32 3.99 LRA -Locked Rotor Amps R-410A 1 1/8 0 0 0 0 0 0 0 1 1 s MCA-Minimum Circuit Amps 800 63(17.2)tt 24.93 19.55 1.60 23.86 19.08 1.77 22.73 18.59 1.96 21.52 18.07 2.18 20.17 17.49 2.44 18.72 16.88 2.74 1200 63(17.2)tt 36.39 27.47 2.36 34.91 26.85 2.63 32.90 26.03 2.89 30.64 25.11 3.18 28.35 24.18 3.54 26.16 23.28 3.98 RLA -Rated Load Amps 60 3/4 1 2 4 5 6 7 9 10 11 - 62(16.7) 24.49 24.27 1.60 23.54 23.54 1.T, 22.63 22.63 1.96 21.65 21.65 2.18 20.56 20.56 2.44 19.34 19.34 2.74 g. 62(16.7) 35.97 35.97 2.36 34.75 34.75 2.63 33.08 33.08 2.89 31.17 31.17 3.18 29.19 29.19 3.54 27.24 27.24 3.99 NOTE: Control circuit is 24V on all units and requires external power source. Copper wire must be used from service disconnect to unit. 1 Stage 3/8 7/8 0 1 2 2 3 4 4 5 5 57(13.9) 24.36 24.36 1.60 23.50 23.50 1.77 22.60 22.60 1.96 21.62 21.62 2.18 20.53 20.53 2.44 19.32 19.32 2.74 57(13.9) 35.91 35.91 2.36 34.70 34.70 2.63 33.04 33.04 2.89 31.13 31.13 3.18 29.16 29.16 3.54 27.22 27.22 3.99 All motors/compressors contain internal overload protection. AC with 72(22.2) 29.57 17.01 1.63 28.30 16.56 1.80 26.98 16.09 2.00 25.56 15.60 2.22 24.03 15.06 2.47 22.31 14.47 2.77 72(22.2) 42.12 23.50 2.40 40.23 22.86 2.69 37.82 22.05 2.97 35.16 21.18 3.28 32.45 20.29 3.64 29.86 19.44 4.09 R-410A 11/8 0 0 0 1 1 1 1 1 1 67 19.4 27.04 21.62 1.63 25.87 21.16 1.80 24.63 20.66 1.99 23.32 20.15 2.22 21.91 19.59 2.47 20.32 18.96 2.77 rn fi7 19.4 39.13 30.28 2.40 37.44 29.64 2.68 35.23 28.80 2.96 32.78 27.87 3.25 30.31 26.93 3.61 27.93 25.97 4.06 (n Complies with 2010 requirements of ASHRAE Standards 90.1 ( ) -O ( ) -O Applications in this area may be long line and may have height restrictions.See the Residential Piping and Long Line Guideline. � 900 63(17.2)tt 25.27 20.n 1.83 24.17 20.29 1.80 23.00 19.80 2.00 21.76 19.27 2.22 20.38 18.68 2.48 18.89 18.04 2.78 - 1350 63(17.2)tt 36.87 29.15 2.41 35.26 28.52 2.69 33.20 2767 2.95 30.89 26.73 3.24 28.56 25.n 3.60 26.36 26.17 4.04 - A-W E I G H T E D SOUND POWER (dBA) 62(18.7) 25.23 25.23 1.63 24.32 24.32 1.80 23.36 23.36 2.00 22.32 22.32 2.22 21.19 21.19 2.47 19.90 19.90 2.77 N 62(16.7) 37.06 37.06 2.41 35.74 35.74 2.68 33.96 33.96 2.95 31.94 31.94 3.25 29.84 29.84 3.61 27.79 27.79 4.05 � TESTED AHRI COMBINATION RATINGS 57(13.9) 25.19 25.19 1.63 24.28 24.28 1.80 23.33 23.33 2.00 22.30 22.30 2.22 21.16 21.16 2.47 19.87 19.87 2.77 U 57(13.$) 37.01 37.01 2.41 35.70 35.70 2.68 33.92 33.92 2.95 31.90 31.90 3.25 29.81 29.81 3.61 27.76 27.76 4.05 c UNIT SIZE Standard TYPICAL OCTAVE BAND SPECTRUM(dBA without tone adjustment) NOTE: For complete ratings information,use the AHRI website directory search:www AHRldirectorvwrD. See notes on page 6 m See notes on page 6 m Rating(dBA) 125 250 500 1000 2000 4000 8000 New ratings may be listed online before Specification Sheets are updated. 3 3 18 75 46.0 55.0 59.5 64.0 60.5 54.5 48.5 AHRI STANDARD RATINGS 24 71 .5 53.5 58.5 60.5 60.0 56.5 52.5 INDOOR COOLING D D ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, UNIT SIZE MODEL FACTORY SEER FURNACE MODEL 30 73 49.5 56.0 62.5 64.0 60.5 57.5 53.5 CAPACITY ENHANCE STANDARD TOR TXV EER 0 0 GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY 36 75 49.0 57.0 62.5 66.0 61.0 58.5 52.0 18 EA**1917AL* 17,200 TxV 14.00 12.20 M 3 DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE 42 75 52.5 63.0 64.0 63.0 62.0 58.0 52.0 24 EA**2517AL* 24,000 TXV 14.50 12.50 L1 A 2: 3o EA**3721AL* z9,600 TXV 14.50 12.50 1 THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO 48 76 53.0 61.0 64.0 65.5 62.0 59.5 50.5 O O 60 75 53.5 57.0 62.5 63.5 61.5 57.5 51.0 36 EA**3721AL* 34,600 TXV 14.00 12.20 O - 3 THE AMS DESIGN'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE 42 EA*•4321AL* 45,000 TXV 14.50 11.70 n Co m WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE NOTE:Tested in compliance with AHRI 270-1995(not listed with AHRI) 48 EA**6124AL* 45,000 TXV 14.50 11.70 Co " so EA**6024AL* 56,500 TXV 14.00 11.70 Z ro Z RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE A-WEIGHTED SOUND POWER (dBA)WITH SOUND SHIELD AHRI -AirConditioning,Heating&RefrigerationInstitute D D PRECEDING AT HIS OWN RISK. EER -Energy Efficiency Ratio-80°F(26.6°C)indoor db/67°F(19.VC)indoor wb&95°F(35°C)outdoor wb. -4 On O O1 Standard TYPICAL OCTAVE BAND SPECTRUM dBA without tone adjustment SEER-Seasonal Energy Efficiency Ratio UNIT SIZE ( adjustment) TDR -Time-Delay Relay. In most cases,onI a method should be used to achieve TDR function.Using more than one method in a system may cause degradation in performance. Rating(dBA) 125 250 Soo 1000 2000 4000 8000 use either the accessory rme-Delay belay or a furnace equipped with TDR.Most ICP furnaces are equipped with TDR. OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- NOTES: 18 75 47.5 55.5 58.5 59.5 60.0 55.5 49.0 1.Tests are net valuesreflecting the effects of tests fan accordance heal.DO est pro electric heat n not included. DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY 2.Tested outdoor/indoor combinations have been tested in accordance with DOE test procedures for central air conditioners.Ratings for other combinations are determined under DOE computer 24 71 49.5 53.5 61.5 62.5 60.0 55.5 52.0 simulation procedures. 30 7z as.o 56.5 s1.5 sz.5 so.o 57.0 52.0 3.DetermineacualcFMvalutie°btainableforroureyatembvteertingrofanperforrnan°edatain fan eoilormtna°e coil litemrute, OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS Al.Do not apply with capillary tube coils as performance and reliability are signlfiearn y affads. CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM 36 73 53.5 64.0 64.0 62.5 61.0 56.5 51.5 TESTED AHRI COMBINATION RATINGS* Or scan this OR code: az 7a 53.5 64.0 64.0 62.5 61.0 56.5 50.5 PRODUCT SPECIFICATIONS Split System Air Conditioner: N4A5 PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF 48 73 54.5 61.0 63.5 62.5 60.0 56.5 47.5 NOTE:Ratings contained in this document are subject to change at any time. Or 0 FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND 60 73 53.5 59.0 63.0 62.5 59.5 56.0 48.0 For AHRI ratings certificates,please refer to the AHRI directory.www.ahridirectoryorg ACCESSORY USAGE GUIDELINE SPECIFICATIONS. NOTE:Tested in compliance with AHRI 270-1995(not listed with AHRI) Additional ratings and system combinations can be accessed via the Day and Night database: REQUIRED FOR LONG REQUIRED FOR REQUIRED FOR LOW-AMBIENT ham://www.icpegp.com/AHRiratinas/ratinas.aspx?Brand=DayAndNic�ht ❑a ACCESSORY COOLING APPLICATIONS LINE SEA COAST SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY Specifications subject to change without notice. Specifications subject to change without notice. (Below 55'F/12.8°C) APPLICATIONS* APPLICATIONS DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF 421 14 6250 01 5 6 421 14 6250 01 (Over 80 ft./24.38 m) (Within 2 miles/3.22 km) Compressor Start Assist Capacitor and Relay Yes Yes No THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE Crankcase Heater Yes Yes No RESPONSIBILITY OF ESTIMATING THE WORK.IF ANY VARIATION,DISCREPANCY Evaporator Freeze Thermostat Yes No No OR OMISSION(BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND Hard Shut-Off TXV Yes Yes Yes THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- Liquid Line Solenoid Valve No No No CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN Low-ambient Pressure Switch t Yes No No RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED Support Feet Recommended No Recommended WORK. A DETAILED COOLING CAPACITIES#CONTINUED ` DETAILED COOLING CAPACITIES#CONTINUED T1 Winter Start Control Yes** No No CONDENSER ENTERING AIR TEMPERATURES °F CC) O O CONDENSER ENTERING AIR TEMPERATURES°F CC) *For tubing line sets between 80 and 200 ft.(24.38 and 60.96 m)and/or 20 ft.(6.09 m)vertical differential,refer to Residential Split-System Longline Application Guideline EVAPORATOR AIR EVAPORATOR AIR O 75(23.9) 85(29.4) 95(35) 105(40.6) 115(46.1) 125(51.7) O 75(23.9) 85(29.4) 95(35) 105(40.6) 775(46.7) 725(51.7) p **Can only be installed in conjunction with Low Pressure Switch SHEET TITLE: A Capacity MBtuh Capacity M C Total Total Total Total Total Total C EWB Patty Total paciy Btuh Total Capacity MBNh Total Capacity MBWh Total Capacity MBWh system Capeelry MBluh Total CFM EWB Capacity Matruh SIT. r Capacity Matruh System Capacity MBtruh S r Capacity Matruh System Capacity hetuh s t Required for Low-Ambient Controller Control O CFM System System System system System System -4 °F(°C) ye tern y ys ern ry ys ern pa try System Capacity MBluh System ---I N °F(°C) Total Sens# KW-- Total Sensk KW** Total Senst KW** Total Senst KW** Total Senst KW'• Total Sens# KW" -) KW-- KW** KW** KW* KW"* KW"* No N4A5a2GKA Outdoor Section With Frt\*4X43L21**Indoor Section <n N4A560GKA Outdoor Section With Fro*4X60L24**Indoor Sectio CID ACCESSORIES O - -0 72(22.2) 68.41 35.82 4.01 65.35 34.67 4.39 62.15 33.49 4.86 58,70 32.23 5.39 55.01 30.89 5.96 50.87 29.41 E 72(22.2) 48.28 25.79 2.74 46.16 24.99 3.00 43.98 24.17 3.29 41.66 23.31 3.63 39.16 22.40 4.04 36.41 21.46 4.50 m m 67(19.4) 62.24 44.04 4.01 59.41 42.88 4.38 56.50 41.fi9 4.83 53.38 40.43 5.35 50.00 39.08 5.81 46.23 3].59 6.49 67(19.4) 43.89 31.69 2.73 41.97 30.88 2.98 40.00 30.07 3.28 37.90 29.20 3.62 35.60 28.27 4.02 33.08 27.26 4.49 C7 n Used n 1200 63(17.2)tt 40.73 30.48 2.72 38.96 29.68 2.98 37.13 28.87 3.27 35.18 28.01 3.61 33.05 27.08 4.01 30.68 26.05 4.48 'T, 1750 63(17.2)tt 57.78 42.37 4.02 55.13 41.19 4.37 52.41 39.99 4.81 49.54 38.75 5.32 46.39 37.40 5.87 42.89 35.91 6.45 T Part Number Description Model Size 62(16.7) 39.99 37.46 2.72 38.27 36.64 2.97 36.52 35.78 3.27 34.69 34.69 3.61 32.98 32.98 4.01 31.05 31.05 4.48 62(18.7) 56.92 52.17 4.02 54.40 50.96 4.37 51.84 49.69 4.81 49.16 49.16 5.32 46.64 46.64 5.88 43.73 43.73 6.48 57(13.9) 38.93 38.93 2.71 37.58 37.58 2.97 36.15 36.15 3.27 34.63 34.63 3.61 32.93 32.93 4.01 31.01 31.01 4.48 D 57(13.9) 55.84 55.64 4.02 53.56 53.56 4.37 51.43 51.43 4.81 49.13 49.13 5.32 46.56 46.56 5.88 43.68 43.68 6.46 y NASA001 CH Crankcase Heater for Scroll Compressor(208/230 V) 42-60 72(22.2) 49.27 27.40 2.83 47.02 26.58 3.08 44.73 25.75 3.37 42.31 24.87 3.71 39.69 23.94 4.11 36.83 22.93 4.58 -( 72(222) 69.54 37.55 4.10 fifi.3fi 36.39 4.49 fi3.04 35.18 4.96 59.50 33.91 5.49 55.63 32.53 6.06 51.36 31.03 6.fi6 -I 67(19.4) 44.84 34.26 2.81 42.81 33.44 3.06 40.73 32.59 3.36 38.54 31.71 3.70 36.15 30.76 4.10 33.53 29.71 4.57 O 67(19.4) 63.30 46.83 4.11 60.35 45.64 4.47 57.34 44.44 4.93 54.11 43.16 5.45 50.61 41.77 6.01 46.74 40.24 6.60 p NASA003CH Crankcase Heater for Scroll Compressor(208/230 V) 18-36 1400 63(17.2)tt 41.64 32.87 2.80 39.77 32.05 3.05 37.85 31.21 3.35 35.82 30.33 3.69 33.59 29.38 4.09 31.14 28.32 4.56 Z 2000 63(17.2)tt 58.79 44.95 4.11 56.04 43.76 4.47 53.23 42.55 4.91 50.24 41.27 5.42 47.00 39.89 5.98 43.39 38.33 6.56 Z NASA001 SC Start Component-PTC Device 24-60 Specific Sheets for 62(16.7) 41.13 40.72 2.80 39.50 39.50 3.05 37.95 37.95 3.35 36.27 36.27 3.69 34.43 34.43 4.10 32.35 32.35 4.56 N 62(16.7) 58.25 55.83 4.11 55.72 55.33 4.47 53.37 53.37 4.91 50.91 50.91 5.43 48.16 48.16 5.99 45.09 45.09 6.58 V) 57(73.9) 40.93 40.93 2.80 39.44 39.44 3.06 37.89 37.89 3.35 36.22 36.22 3.69 34.38 34.38 4.10 32.31 32.31 4.56 57(13.9) 57.80 57.80 4.11 55.69 55.59 4.47 53.30 53.30 4.91 50.84 50.84 5.43 48.11 48.11 5.99 45.03 45.03 6.58 NASA00201 FS Evaporator Freeze Thermostat ALL 72(22.2) 49.87 28.75 2.90 47.56 27.92 3.15 45.18 27.07 3.44 42.68 26.18 3.78 39.99 25.24 4.16 37.06 24.23 4.65 72(22.2) 70.37 39.17 4.20 67.10 37.99 4.59 63.67 36.77 5.06 60.02 35.48 5.59 56.04 34.08 6.17 51.66 32.55 6.76 NASA403PS Low Pressure Switch,AC,R-41 OA ALL 67(19.4) 45.42 36.42 2.88 43.33 35.58 3.13 41.19 34.72 3.43 38.93 33.82 3.77 36.49 32.84 4.17 33.83 31.75 4.64 67(19.4) KINDS 49.47 4.20 61.08 48.28 4.57 57.95 47.04 5.03 54.64 45.73 5.55 51.07 44.31 6.12 47.12 42.69 6.70 1575 63(17.2)tt 42.22 34.88 2.87 40.28 34.04 3.12 38.30 33.18 3.42 36.20 32.27 3.76 33.93 31.29 4.16 31.44 30.18 4.63 2250 63(17.2)tt 59.56 47.41 4.20 56.73 46.20 4.56 53.82 44.95 5.01 50.77 43.65 5.52 47.44 42.21 6.08 43.78 40.57 6.66 NASA401 LS Liquid Line Solenoid Valve,R-410A ALL 62(16.7) 42.38 42.38 2.87 40.78 40.78 3.13 39.13 39.13 3.42 37.35 37.35 3.77 35.40 $5.40 4.17 33.21 33.21 4.64 62(16.7) 59.69 59.69 4.20 57.32 57.32 4.56 54.90 54.90 5.02 52.28 52.28 5.53 49.41 49.41 6.10 46.17 46.17 6.69 the AC 57(13.9) 42.32 42.32 2.87 40.73 40.73 3.13 39.08 39.08 3.42 37.31 37.31 3.77 35.35 35.35 4.17 33.17 33.17 4.64 57(13.9) 59.58 59se 4.20 57.25 57.25 4.56 54.83 54.83 5.02 52.23 52.23 5.53 49.35 49.35 6.10 46.12 46.12 6.69 NASA001TD Time Delay Relay,Indoor Blower ALL co EVAPORATOR AIR CONDENSER ENTERING AIR TEMPERATURES °F CC) NASA00201 WS Winter Start Control ALL 75 23.9 85 29.4 95 35 105 40.6 115 46.1 125 51.] I ( ) ( ) O ( ) ( ) ( ) NASA001 AC Anti Cycle Timer(5 minute delay) ALL 3e Capaci Matruh Rolel Ce Capacity Matruh Total Ce Capacity Matruh Total Ce Capacity Matruh Total Ce Capacity Matruh Total Ce Capacity Matruh Total 'a-'. t Tow and sensible capacities are net capacities.Blower motor heat has been subtracted. EWB Capacity P ry P ry P ty P nY P nY n #Sensible capacities shown are based On 80°F(27°C)entering air at the indoor coil.For sensible Capacities et other then 80°F(2]"C),deduct 835 Bluh(245 kVY)per 1000 CFM(480 US)of indoor coil air for each degree below 80°F(27°C),or add 835 Bluh NASA404PS HI h Pressure Switch,AC or HP,R-410A ALL CFM °F("C) System System System System System System - (245 kw)per 1000 CFM(480 US)of indoor coil air per degree above 80°F(27°C). g Total Sens# KW* Total Sens* MUN" Total Senst KW*• Total Sens* MUN" Total Sens* KW+ Total Senst KW*• #Detailed cooling capacilkn are based on indoor and outdoor unit at the same elevation per AHRI standard 210/240-2008.If additional tubing length and/or indoor unit is located above outdoor unit,a slight variation in capacity may occur. N4A548GKA Outdoor Section With FA*4X61 L24**Indoor Section ' •*system kw is total of indoor and outdoor unit kilowatts. NASA005SC Hard Start Kit(Capacitor&Relay) ALL H. 72(22.2) 53.91 26.70 3.12 51.70 25.95 3.46 49.29 25.14 3.81 46.61 24.25 4.20 43.50 23.23 4.66 39.94 22.07 5.22 , tt At TVA rating indoor condition f is bet een the publiawb)shed All other indoor air temperatures are at d.Ex edb. NASA401 LA Low Ambient Kit(Pressure Switch),R-410A ALL " NOTE:When the required data fells between the published data,interpolation may be performed.Extrapolation is not an acceptable practice. fi7(19.4) 49.07 33.08 3.15 47.03 32.30 3.47 44.83 31.48 3.81 42.36 30.56 4.19 39.52 29.52 4.65 36.26 28.33 5.22 `3 EWB-Entering WMBuIb NASA00201 SF Support Feet,4"(102mm)tall(5 blocks) 18-36 1400 63(IT2)tt 45.60 31.80 3.16 43.67 31.02 3.48 41.61 30.19 3.81 39.31 29.27 4.18 36.66 28.22 4.64 33.61 27.02 5.22 2 62(16.7) 44.81 39.26 3.16 42.96 38.43 3.48 41.03 40.90 3.80 39.14 39.14 4.18 36.99 36.99 4.64 34.49 34.49 5.22 d NASA001 SF Support Feet,4"(102mm)tall(4 blocks) 42-60 1. 57(13.9) 44.02 44.02 3.16 42.51 42.51 3.48 40.91 40.91 3.80 39.08 39.08 4.18 36.94 36.94 4.64 34.44 34.44 5.22 £ NASAOOISJ Sound Jacket,Com Compressor 18-48 PROJECTID : D-1610-07 E. 72(22.2) 54.74 28.18 3.20 52.46 27.42 3.54 49.97 26.60 3.89 47.17 25.68 4.28 43.95 24.64 4.74 40.30 23.48 5.30 3 P 67(19.4) 49.91 35.43 3.22 47.78 34.64 3.55 45.50 33.80 3.89 42.95 32.87 4.27 40.01 31.79 4.73 36.fi7 30.58 5.30 NASA003SJ Sound Jacket,Compressor 60 DATE : JANUARY.2020 1600 63(17.2)tt 46.41 33.99 3.23 "Al 33.19 3.55 42.28 32.35 3.89 39.89 31.40 4.26 37.15 30.32 4.72 34.04 29.09 5.30 � - 62(18.7) 45.97 45.97 3.23 44.36 44.36 3.55 42.62 42.62 3.89 40.65 40.65 4.27 38.35 38.35 4.73 35.68 35.68 5.30 EBAC05TXVX TXV Kit,R-410A-2005-2009 R-22 TXV Fancoils(air handlers) 18-30 SCALE 57(13.9) 45.90 45.90 3.23 44.29 44.29 3.55 42.56 42.56 3.89 40.59 40.59 4.27 38.30 38.30 4.73 35.63 35.63 5.30 fD EBAC06TXVX TXV Kit,R-41 OA-2005-2009 R-22 TXV Fancoils(air handlers) 36-42 72(22.2) 55.35 29.59 3.27 53.00 28.a2 3.62 50.43 27.99 3.97 47.55 27.07 4.35 44.26 26.02 AIA2 40.51 24.83 5.38 67(19.4) 50.51 37.70 3.29 48.34 36.90 3.63 45.99 36.05 3.97 43.37 35.09 4.35 40.38 33.98 4.81 37.00 32.68 5.38 'a EBAC07TXVX TXV Kit,R-410A-2005-2009 R-22 TXV Fancoils(air handlers) 48-60 DRAWN BY : A.M.S 1800 63(17.2)tt 47.02 36.10 3.31 44.97 35.29 3.63 42.77 34.42 3.97 40.33 33.45 4.34 37.54 32.33 4.81 34.39 30.98 5.36 - E NAEA40501TX TXV Kit,R-410A for use with copper or tin fan coils 18-30 62(16.7) 47.51 47.51 3.31 45.80 45.80 3.63 43.96 43.96 3.97 41.87 41.87 4.35 39.44 39.44 4.81 36.63 36.63 5.38 -. •Z PP 57(13.9) 47.45 47.45 3.31 45.74 45.74 3.63 43.91 43.91 3.97 41.82 41.82 4.35 39.40 39.40 4.81 36.58 36.58 5.38 ,� ,C NAEA40601TX TXV Kit,R-410A for use with copper or tin fan coils 36-42 See notes on page 6 1/+.,. a SHEET NUMBER: � m NAEA40701TX TXV Kit,R-410A for use with copper or tin fan coils 60 3 3 NAEA40501TX TXV Kit,R-410A for use with aluminum fan coils 18-30 D D NAEA40601TX TXV Kit,R-410A for use with aluminum fan coils 36-42 0 0 NAEA40701TX TXV Kit,R-410A for use with aluminum fan coils 60 3 > aD-01 A G N O - O O A 7D .. OR .. A On a OWNERSHIP: W (D71 O (DTl THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE PLANS ARE Copyright 2015 International Comfort Products PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR Lewisburg,Tennessee 37091 USA REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE PLANS ON OTHER SITES IS www.GoDayandNight.com PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN. ANY DISCREPANCY 421 14 6250 01 Specifications subject to change without notice. 11 DISCOVERED ON THESE PLANS SHALL PRIOR TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. Commun y Development Department ors Plan ing Division - Cupertino Valve No. CUPERTINO APPROVED ga'tion Legend: 51 ' = Case# R-2020-01I n H E D-fYPE PSI. GPM P.R. MANUF. MODEL No. HpdrozoneArea 0 Drip Emitter 25 2 GPH Hunter MPE-20 AMZ& ) Approva I e Architecture Body: irector/ Staff Pressure Compensating Multi Port Emitter :GPM_ 10/01/20 = - With 6 Ports Per Emitter Approva I Date THOMAS SCT-E22EIZ A550CIATS DESIGN I`I Instal{ With Hunter Multi Purpose Box Valve Size Landscn p Signature Ellin Yau I I I I 11 - CaseMana 9e att 20-40 0.6 Hunter Eco-Mat-17 Master Valve Hunter ICV-101G Install Per Manufacturer's Specs. P.O.Box6s,�ptQ DripZone Valve Kit Hunter ICZ- 101 Install Per Manufacturer's Specs. _ $, _ 0„ cA9sooT TeI(831)688-8-89T3 AMSDESIGN Quick Coupler Valve Rainbird 33DRC Series 3/4" Size . Automatic Controller Hunter I-Core 6 Station Wall Mount-Power By Others 2275 S.BASCOM AVE.,SUITE 1406 Q ET Sensor Hunter Wireless 'Solar Sync' Install On Gutter Per Manuf, Specs CAMPBELL,CA 95008 Flow Sensor Hunter HFS install Per Manufacturer's Specs Tell.(415)254.1606 :MAIL: oifice@AMSDeslgnllp.com Backflow Prevention Unit Febco Model 825Y Install Per Manufacturer's Specs. Sub Meter Zenner Model MJ Water Meter- 1" Size s Mainline PVC Sch, 40 Size Per Plan Bury 18" Min. Below Grade - Lateral Line PVC � Sch• 40 Size Per Plan Bury 12" Min. Below GradeIF "! HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND HAVE APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE ~-�; .. Irrigation Line Sleeve PVC Sch. 40 Size To Accommodate Irrigation Lines-24" Depth - � '� .. LANDSCAPE DES IGN PLAN AND IRRIGATION DESIGN PLAN" r• • — — — -_-_ JISLSENE BUILL'1122 INC. WATER BUDGET CALCULATIONS: 21060 HOMESTEAD RD.SUITE 216 MAXIMUM ALLOWABLE WATER USE 1 CUPERTINO,CA.95414 ' 3 344 s.f. TEL(406)992-1229 (MAWA) •. ..�'°^.•. _� SEE a-MAIL: NILSENEINC@GMAIL.COM TOTAL LANDSCAPE AREA 2,645 S.F. or 4 1" 3.9 GPM Landscape Documentation Package For ETO 45.30 I —� DRIP RRIGATION AREA 2,30-I S.F. i TURF AREA 344 S.F 78 a rive itti Residence privacy protection line 18 O Hanna Drive JA 0 S.F. B ~ -- • Cupertino, CA 95014 S Lr1 HANNA'S �EIX[OA • III I5'dX IPC , 111 Applicant: Thomas Scherer Landscape Architect MAWA 40,86 .95 GALLONS - - °°HLL ~� , pp- RESIDENCE : d ... ,ems PO, Box 68 5,462.73 CU_ t 1_ A Ptos, CA 95001 .a„Q 1$780 HANNA DR., zekets@earthlink.net 54.63 HCF BATH ($31)..b.88-8913 �sTII IATED TOTAL WKIFER USE i + 1,� CUPERTINO, CA (ETWU) Owner: Kamesh Chitti I �o �El 187$0 Fianna Drive REVISION TABLE: ZONE WAFER USE P.F HYDROZONE AREA I.E. P_FX H.A. FT2 /LE_ I �P Note: 1 • Cupertino, CA 95014 Q 480 81 178 m Install Automatic Controller _ o (408)332-8261 REVISION DATE BY 1 L(0 3Q} 2 chittikr@gmalf.com 2 L(0.30) 1821 .81 674 � B - - - Per Manufacturers Specs- g 3_ M (0.50) 344 .81 212 : 9 Coordinate Power Supply ° SLA 0 "' i ° Total Landscape Area: 2,645 sJ. With G.C. Drought Tolerant Shrubs/Ground cover : 2,301 s_f_ ETWU = 29,904 GALLONS ETWU COMPLIES WITH MAWA /i�3 Turf Area: 344 s.f. W W v 3,99$ CU. FT ' _ Total: 2,645 s.f. i Up °P 40 NCF I' � I ................................................_..............................-.._...---------------- _ Project Type: New Water Supply Type: Potable • I Water Supply : -- Note: ��- � �1A I I - San dose Water Co. •D � I Install Sub Meter, Backflow If I ..................................................... • Prevention Unit,Master Valve -- • I ° 1 " 3.4 GPM "I ree to comply with the requirements of the Water Efficient Landscape Ordinance _.__._._._.._......_._._._...---..._........--------------.-.----._.._.__._.._._..___._..._..__.._ .._. & Flow Sensor Per a ubmit a a ete landscape documentation package." __........._......_.._.__— Manufacturer's Specs. ENTRY _ Ri T ION NOTES: Date ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, • I — — , �rMlra C • 1. System is designed for 65 PSI static pressure at meter. Maximum flow is 3.9 GPM_ , i ��'� Tho as Scherer GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE, ANY Contractor shall run pressure tests at each paint of connection before commencing work. Any I ' Note: DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFrECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO discrepancies between actual pressure and design pressure shall be reported to the landscape ( . �" Install ET Sensor Unit On See Sheet L-1: Irrigation Design Plan, Water Efficient Landscape Worksheet, THE MS THE DESIGN'S OF ATTENTION TTENTO IMMEDI UNTIL ALL DO NO PROCEED CIESDATE THE architect and owner prior to further work being done. of if Gutter Per Manufacturers RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE I � See Sheet L-2; Planting Design Plan 2. All applicable governmental plumbing and health code regulations shall have precedence ERED PORCH Specs See Sheet L-3: Irrigation & Planting Details PRECEDING AT HIS OWN RISK. over these plans and specifications. °"" OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- Note: -- DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY 3. Location of valves, back flow prevention units, mainline, lateral line and automatic : I, f it ' OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS controllers are shown schematically due to scale of the plans. Install in planter areas where ever Indicates Irrigation Line �_ _ • �' CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING StJCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF possible or in the most appropriate location. Install mainline and lateral line in the same trench Sleeve-Typical Symbol IF FULLY AND COMPLETELY ................. SPECIFICATIONS, SET FORTH AND DESCRIBED IN THE DRAWINGS AND E (with a 6" min. separation vertically) wherever possible. : coicRr6 1 480 s.f. WALK WAY CONC EfE DRIVE WAY SITE CONDITIONS:ALL CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY 4. Contractor shall verify ail points of connection (POC) In the field prior to commencement of ----- - DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF /I THEIR WORK. FAILURE TO DO 50 SHALL NOT RELEASE THEM FROM THE---- ----- - . w�� W work. If discrepancies exist between existing conditions and those indicated on the plans, AY 1" 3'2 G P1Y1 RESPONSIBILITY OF ESTIMATING THE WORK,IF ANY VARIATION,DISCREPANCY contractor shall contact the landscape architect and owner immediately before continuing `Y 0 OR OMISSION(BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND .. THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN work. Likewise, contractor shall verify configuration and dimensions of areas to be irrigated RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED before commencement of work. - - � W_.�._._�._:._..__ WORK. S_ All irrigation lines in and around existing trees shall be HAND TRENCHED and care shall04 • be taken not to damage existing tree roots. Etl SHEET TITLE: 6. All irrigation lines under paving shall be placed in sch. 40 PVC sleeves, size to accommodate irrigation lines ad equately,dequately,for the full width of the paving. 7. All changes in direction of irrigation pipe shall be accomplished with the use of proper fittings. NO PIPE SHALL BE BENT �RR�GAT��N PLAN 54,DE-CURB- ,__.. — 8. In no case shall the spacing of heads exceed the recommended spacing of the -— - _. LEGEND & NaTES manufacturer. 9. Minimum depth of PVC lateral lines shall be 12"(twelve inches) below grade. Minimum depth of PVC main line shall be 18"(eighteen inches) below grade. 10. Prior to any planting operations, a coverage test shall be performed by the contractor in Nate: HANNA D R. Note: the presence of the landscape architect and owner. Contractor shall furnish all materials and Point Of Connection- Water Meter- provide all labor necessary to correct inadequate coverage. Verify Location In Field Verify Location In Field 11. Contractor shall be responsible for the procurement of all necessary permits and shall Prior To Commencement Prior To Commencement PROJECT ID: D-1610-07 provide owner with an 'As Built' plan (reproducible) of the installed irrigation system upon Of Work Of Work DATE : 5-5-2020 completion of the project. SCALE; 12. All installation shall conform to the Water Efficiency In Landscape Plan Submittal DRAWN BY: TS Checklist For City of Cupertino. SHEET NUMBER: OWNERSHIP: THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR TO COMMENCEMENT OF THE WORK IN QUESTION, ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS, Commur ity Development Department Pla ing Division — Cupertino • 3 CUPERTINO APPROVED C Case# R-2020-0 � .� AKIVkZWWdJ&W rTV Water Use Key: Y Approva I Body: irector/ Sty mbol Botanical Name Common Name Size H2O Quan. Comment VL Very Low THOMAS SCHERER pp 10/01/20rees- ASSOCIATES DESIGN A royal Date L Low Landscape Architecture Signature Ell n Yau A Punica granatum Pomegranate Tree 15 g.c. L 1 M Medium cas ,�lanaE Que?cus buckleyi Texas Red Oak2 Box M 1 Front Yard Tree H High Shrub '�'`'•��`' . __ 1 Agave Blue Flame Agave 5 g.c. L 6 _ _ Blue Glow Agave 5 g.c. L 9 _ _ a P.O.Bos68,Apfos,GA95001 1 It 8� o 2 Agave - Tel(83I)�688-8913 AMSDES I G N g 3 Xylosma c.'Compacta' Shiny Xylosma 5 g.c. L 7 4 Cistus purpureus Orchid Rockrose 5 g.c. L 6 10' - 0" Min. Spacing Typical For Privacy 2275 S.BASCOM AVE.,SUITE 1406 5 Loropetalum c.'Razzleberri' Fringe Flower 5 g.c. L 4 CAM(415)2 4.1606CA 8 Screening Shrubs Tell:(415)254.1606 6 Laurus nobilis Grecian Laurel 15 g.c. L 9 Privacy Screening 6' -0" Ht. Min. a-MAIL: office@AMSDesignllp.com 7 Podocarpus gracilior Fern Pine 15 g.c. L 8. Privacy Screening "I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND c_/1.' Cl�' J�Qwezlx Groundcovers: .. �� HAVE APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE ••— —•� LANDSCAPE DESIGN PLAN AND IRRIGATION DESIGN PLAN" lb Tu rf: m \ — - Sedum rubrotinctu Pork & Beans Westcoaster Tall Fescue \ �•. Plant 1 g.c. @ 18 o.c. Sod i • 7' \ Total Landscape Area: 2,645 s.f. Turf Area: ' � \ 344 s.f. Drought Tolerant Shrubs/Ground cover 2,301 s.f. Cistus salvifolius `Prostratus' Mulch: Walk On Bark 6 L n so Or Equal Total: � " rose Y Y g q '� � \ _ �/ � ,f/ �.\ 1LSENE BUILDER INC. Sageleaf Rock 1�\ Plant 1 g.c. @ 48" o.c. 3" Layer �/ / . \ \ f, � / I 21060 HOMESTEAD RD.SUITE 216 CUPERTINO,CA 95014 L • \ .."""' \ \\ j !' / / / . �/'; �� TEL:(408)992 1229 /- - _ �� ""°m'•- ,� '�,\ /;' % % j' /, \ e-MAIL: NILSENEINC@GMAIL.COM � �— � � !• � �°� � ,. � •� � � � NOTE: \ \ i, DISb�BJ % %' ./ . ; ' /' ""''' ••.�;. �, \ / Contractor n Shall Refer To Civil Engineer's /> t Plans (Osuna Engineering Inc.) 1 � Sheets C1 and C2 For Site Grading � HAN NA'S Cl- privacy protection line � eEoaDD,,, � \ off, � � I � • _ ��--\ Symbol d.,o� A� ocz Tree _ I M7,:W - anti -- tlL _ -� --- RESIDENCE - - 10' - 0" Min. Spacing - I DO.21° D12.28 ` \ . / Typical For Privacy 9 / - I i `P Q 18780 HANNA DR., Screening Shrubs Symbol 6' - 0" Ht. Min. I CUPERTINO, CA Shy Quantity `' - • 1 �\ _ \ : \ i REVISION TABLE: \o \ B\o� REVISION DATE BY m \ F i NITLlCr FZVIILY �` Q\ '•T \ • w \�\ '\ .____._._�._ I Ii •\�. \ ® \\• �,\ _.__ ........................_....-...__-. 9 j/ \ 1 \\. ~, __- �/` \ 10' -0" Min. Spacing — - -----._. _ 7 7 2020 TS -- i........._ _ / �. PRIVACY PROTECTION LINE, ......................__..._...... I I Typical For Privacy _ _ #2 TREE REMOVAL SPECIES • � � Screening Shrubs Planting Notes: li • �' ! I U 6 - t. Min. _ 8-26-2020 TS 1. Circies shown indicate approximate mature size of plant material. Ir uv UP \ t P W COMMENTS - 2. Contractor shall be responsible for adequate erosion control measures during construction i :3 -- �� \\ I• 1J 3. Care shall be taken to avoid construction activity and/or staging under the dripline of existing trees in order to prevent soil compaction,root or tree - - -- damage.All work to be done under the dripline of trees shall be done by hand. P P 9 9 P plan. ; e o - -- -- - --- --- - - - - -4. No plant shall be canted in a drainage Swale regardless of position on 5 elmlo e all lccompacted lulmps of soil rocks larger than I inch in diameter, 1 FNSH planter are to an 6 inch depth. Break up or 6 CARAG and all deleterious material from planter areas. Finish grade all areas to a B ffiffi 1/ ns�r. ENTRY 0 rca:rs smooth,even surface free of abrupt changes in grade. Make minor grading — — — o • I MNG • __- ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, changes as required to insure positive drainage /a(1 minimum). I GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE, ANY 6- SOIL PREPARATION:Thoroughly incorporate the following amendments ; i I�� //� u �. DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE into the top 6(six)inches of all areas to be planted,except where indicated ' \1 THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO otherwise.Amounts given are per 1000 square feet: ' I THE AMS DESIGN'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE • WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE 1. 4 cubic yards of nitrogen stabilized shavings. ' D'b 2. 2 CUBIC yards Of NltrOhUnIUS Or Gr0-pOWer. ` _ — _ — _ — _ �� RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE COVERED PORCH• �r PRECEDING AT HIS OWN RISK. 3. 8 pounds of all purpose fertilizer(8-8-4). I - - _— — ) \� OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- 7. No plant shall be installed until a fully automatic drip irrigation system, . ` • — I DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY \ j \, OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS covering all planter areas,is installed,tested and is fully operational. rl - �t w7--- J I � �\ / CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM 8. PLANTING OF TREES,SHRUBS&VINES: Unless otherwise noted, J j PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF All trees shall be planted per detail__1 - Front Yard Tree �_� FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND 6' - 0" Ht. Min. SPECIFICATIONS. All shrubs shall be planted per detail2 • t All planter its shall receive the following_ back fill mix: . WALK WA E P WALK WAY I I . SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY 1. 60%soil of the site I 1' `CONCRETE % I DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF A WALK WAY 'Z THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE 2. 20%nitrogen stabilized redwood shavings , >-- / RESPONSIBILITY OF ESTIMATING THE WORK.IF ANY VARIATION,DISCREPANCY 3. 20% Nitrohumus or Gro-power or equal • � OR OMISSION(BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND Acid loving plants shall receive peat moss #2 I ~— \� THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- r 4. Fertilizer tablets A riform 21 gram:20-10-5)or equal, I �\ CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN I - RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED applied per manufacturer's recommendations. , / WORK. 5. Add Coarse Pumice Or Perlite To 6" Depth For Succulents . 4 #1 r- ' 9. Contractor shall guarantee all small trees,shrubs,vines,groundcovers ' - _ and turf to live and row in an acre table condition fora period of 90 ••�'-•,� �� ) SHEET TITLE: (ninety)days from the date of installation completion. Contractor shall also guarantee all trees and shrubs 24 box size and larger for a period of 1(one) � year from the date of installation completion. PLANTING 10. Upon completion of planting operations,contractor shall apply an approved PLANTING PLAN pre-emergent herbicide Ronstar or equal)as weed control per manufacturers SLD E-C BB I LEGEND & NOTES specifications. In addition, a 3 inch layer of approved mulch shall be installed I - T over the finish grade of all planter areas. 11. MAINTENANCE PERIOD:Contractor shall maintain the site for a period of EXISTING TREE REMOVAL LEGEND: 90 calendar days after acceptance by owner. Maintenance shall include weekly mowing of turf areas;weeding of all turf and ground cover areas removal of all trash and debris from planter areas and hardscape areas; pruning and trimming of TREE # SPECIES DB H H A N N A D R. all plant materials required; replacement of all dead or dying plant material&2 applications of fertilizer. 1 Prunus species Cherry 8"- �� PROJECT ID : D-1610-07 12. Contractor shall comply with all features of the City of Cupertino WELD- 2 Citrus 11 Lemon Tree 1 _ �- 2L _� DATE : 5-5-2020 Water Efficient Landscape Ordinance. 3 Prunus cerasifera Plum �$" _.. -_.- SCALE: DRAWN BY: TS NOTE: See Sheet BT2 Boundary & SHEET NUMBER: Topographic Survey For Location Of Existing Trees To Be Removed Osuna Engineering Inc. OWNERSHIP: THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN AMS CONSENT OF AMS DESIGN. ANY USE OF THESE PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. Comm nity Development Department LEGEND PI nning DlisuoNC�Lapertino 1 i'-e" MIN. PVC LATERAL LINE SCH. SO PVC NIPPLE 1 HUNTER REMOTE CONTROL VALVE IG a -� y , 4-PLY 1'x 2'-0" RUBBER PERFORATED ( Z) O7 ISOLATION VALVE, SIZE AND TYPE PER PLAN CVPERTI"° Ap'F�R-�/-E 2 WITH FILTER REGULATOR Z TIES WSTALLED W/ A PIPE PVC SLIP X MPT ADAPTOR Case # R-2 � -OTTER- WE-XX-B 3 _ x7 � TWIST & NAILED ' A Q IRRIGATION VALVE BOX: HEAT STAMP LID 9 BRICK SUPPORTS(4) ` ' �� '� TYP MIN TO THE STAKES PVC SCH 4p + - AMS Approval I Bod : DirectSW a WITH ACV' IN 2 LETTERS 1Q FILTER FABRIC-WRA M rq ° 0 TEE TREE pp j%SWITT P TWICE AROUND �'� PINE STAKE 10/0ER STAKE 6 4 WATERPROOF CONNECTORS �2) - . 1/2" CO PL DESIGN Approva I Dat BRICK SUPPORTS r- i"x 4" RWp 1 1/ 4 GALV. BERM a reu•r1 1O1AIfn •rjM C1 tru '-'w TREE 1 &' MIN. i� r ,...�.�i.ti. ti.,�� :RI IBS n r! 0 L3 ROOFING NAIL 4 18 -24 COILED WIRE TO CONTROLLER R RUBBER TIES PLACED la' MAX (1 EACH END) I/2' FLEX PIPE Signature Ilen Yau U HOPE-170-XX or HOV-250-170-XX g 11 314 WASHED GRAVEL-4 MIN. DEPTH 13ELow MAIN FORK OR BRANCH GRATE COVER 5 FINISH GRADE AT ADJACENT SURFACE a INSTALLED WITH A TWIST AND COMPACTED TOPSOIL �a55 a„8�F`oRT MANIFOLD - MPM-050 9 ;_ ; ::,,. _ 12 IRRIGATION LATERAL r. ' NAILED TO STAKE w ' = (TURF OR MULCH) 8 ADJACENT MULCH (2) 2` DIA LODGE POLE PINE STAKES 10 i I '3, l 13 MAINLINE LATERAL AND FITTINGS � � � m� 1 --15 GAL, OR SMALLER SCH. 80 CLOSE NIPPLE MATCH SIZE TO Q m1a (2) 3" DIA LODGE POLE PINE STAKES O ELBOW 12 =s'.iI- = I VALVE --I �� -24" BOX OR CARDER -' ° 4 AMSDESIGN F'. 1 I = o 1"x 4" ROUGH REDWOOD WITH (2) I , 2" GALV. NAILS EACH CONNECTION FINISHED GRADE IN PLANTER BED = ' =' i;:;; 4 3 1 2 �d co R (LOCATE ON PREVAfI.ING r SAND rn MIN. I" Fri WIND SIDE) I 2275 S.BASCOM AVE.,SUITE 1406 9 SCH 80 PVC NIPPLE I_ �. j'jI i • I n Q, ,° a x ' CLR. Ind o PLACE ROOT CROWN 1/ 2 - 3/•4 o CAMPBELL,CA95008 -� Tell: 415)254,1606 (: tI 1 n -fit I ABOVE FINISHED GRADE 10 CONNECTION FROM LATERAL I61, J _U -- -a? 2° OF FINE SCREENED FIR BARK n e-MAIL; office@AMSOeslgnllp.com 1 i VALVE BOX AS SPECIFIED - .... _ - — FINISHED GRADE 8 0 � � � I V D ! FINIS 8 _ f ° �j 7 �----I I I III— l' SCH. 80 PVC NEPPLE MIN rn 12 LATERAL PIPE AS PER PLAN 12 .. PIPE SIZE -- MATCH BASE OF HEAD ° ° a x' ANzw"'I't, O $ I I i---- 11 4 �� I SCARIFY SIDES _ I I 0 - PROVIDE A 4' MIN., 6' C ROOT BALL- ' SLOT TO ALLOW FOR SETTLEMENT ° Ln N WRAP OPENING WITH 2 LAYERS OF MULTI-PART MANIFOLD TO EMITTERS IN VALVE BMX _ e - FEf2T1LIZER TABLETS Iri1RAF1 DRAINAGE REALIGN TABLE CLD _ 1 w - AS SPECIFIED 4" DIA. x 3'--0" PERF F--e AMENDED PLANTING FILL STYRENE DRAIN PIPE o 0 /q • NOT TO SCALE 9 ;r + I d © d' MIX AS SPECIFIED FILL BOTTOM 6" OF DRAIN °� rn HM.MPM.01 _ a 1MIN PIPE WITH DRAIN ROCK - I II CONTAINER _ f { 1 GAL. 2 TABLETS 4" P NOM. I I I I 4" DIA. x 3'-0" LONG 2 OR 5 GAL, 3 TABLETS ---r f� PERFORATED STYRENE PIPE WITH 6 TABLETS f 1 I I I. . . I I-- 7 5 GAL. LEGEND: /// j/./ /•%r %// %j/ % 1 ECUATPERPLAN STYRENE DRAIN GOO COMER AND BLiBBL£R DETAIL 1 Ps„; NOTES: BUBBLER IRRIGATION 24' HOx OR LARGER 10 TABLETS %/. //-// .j/% O 13 � USE 2 PIPES IN CONCRETE CUT-"OUT AREAS, PUT PIPE /, //0,.- �//jam//.///%/./�///j//%//j// ON UPHILL SIDE OF TREE. LEVEL SITE NORTH OF 'TREE, FERTILIZER_ j j //% z�EcoNDICATOR ON SWING ARM �;%/ a DRIP CONTROL ZONE KIT (ICZ-101 )31�PL0 OR Pt.D-LOC FITTINGS TYP, a j/. /, / pA RELIEF VALVE IN VALVE BOX V111TH ISOLATION VALVE 4 % jj /% zM j// / / / / `/j/ // O 5 PLDBLANKTUBINGEXHAUSTHEADER Brij/jrl//i//j/%/�//%i//%i/%%/ 11001 V.ICZA7 NO SCALE QBDXPE POINT(PLD•9Y)INSUBTERRANEAN C BOX PER PLAN L /%/ %/ %/, %/,i• l/- / / 7Q)PLD BLANK TUBING SUPPLY HEADER HANISINS - / /./ %// _-f/ /.jj// //, DRIP CONTROL ZONE KIT PER PLAN — --. f tie%�� fr%i��iff�ifilfiiii�i�i� '' ' - RESIDENCE - ��/I � rI��iii APPROX. 6"(1�.2 CM) NOTES -' AIR RELIEF VALVE(P1D AVR)INSTALLED IN 0 j///�%//�//////%/ VALVE BOX AT OPTIMAL HIGHEST POINT FROM '(2) 2" DiaLodgepaie 6 /./ ' %/ %/i%/•.// %�/j///%/.// /�%/ CDNTROLZONEKIT.MULTIPLE AIR RELIEF VALVES fie' 7E!'-O' Long •Iy�S� I�I/C�NNA DRIVE f MAY BE NEEDED TO ACCOMMODATE DIFFERENCES IN 5 I —I I-' I GRADE. I I I I I I I'I �j�//%/jj%%jam%/%�%j% %/jf% CU PERTI NO, CA i//./ //./ /,/./ //. //. ECO•INDICATORTOBE INSTALLED AT OPTIMAL FURTHEST "III—I I II I - j/ % POINT FROM CONTROL ZONE KIT[N CLEAR VfiVYWHEN I I"I�I- jj/ //./ j/.I j%/ PDPPEDUP. --I I j— I _ `�' Construct Waters' /%/ / _ % . 2 I I-_I Basin REVISION TABLE: 7 / //. %// /,// /// %// %// /// /. fLUSHPOINFTOBEINSTALLEDATOPTIMALFURTHE5T f_I I I=I I' Rubber•Tree'Ties 1x4 Redaro�d, Attach //./ // /i / / / / /./ 11`I �I I I— (2 Per Tree) To Statm lRrith .Woasi POINT FROM CONTROL ZONE KIT TO ALLOW FOR MAXIMUM 1 _W� i DEBRIS FLUSH IN SYSTEM. --I I 6 g�O� Btanclr Sorewa j/ REVISION DATE BY __ - - "F cic l ern - .�i-�:'� -. ag 2n Abova Finlshl Grade � s FLOW .-` Construct Waten a Salt talc — —- ga 1 !mac- See Ste. ._ _ See Specs g Tap Of tTOn17>alt 2" � Roughen Sider. Of Above Finish Grade •'-,�r� ' �1-r-z� . � :,� �:� To Cut Puddle & Se#le'Back•Eil1.� � '_CirtJIn$,}3oots__ - Before Planting Tree Finish Gitede ___---_-- 'ECO-MAT-PLAN VIEW WITH BLANK PLD HEADER AND EXHAUST AT MAT GRADE ifl x DIA OF STRAIGHT PIPE 5 x DIA.OF STRAIGHT PIPE — FREE OF FITTINGS OR ELBOWS FREE OF FITTINGS OR ELBOWS B HM.EM.03 NOT TOSCALEFinish _ -- _ DETAIL LEGEND: .Cade' = '��' W � a —, Qs - _ — - (D FLOW SENSOR PER PLAN(HFS) -- Puddle & Saute: W cv c :.:.._ Bacidill Before - LEGEND: Q RECEPTACLE TEE(FCT),SI7�PER PLAN Roughen Sides 4)f Roatball -._ :Planting ... To Cut Circling.Roots 2rc Rontball (DECO-MAT PER PLAN (D MIN. 1812 WIRE PER PLAN TO CONTROLLER SENSOR TERMINALS_ Ra°tha11 Diameter Raugtlen Sites 1 MAXIMUM WIRE DISTANCE RUN OF 1,000` (8) Fertilizer Tablets 61kvil uEed DiameterOf ExcBvsbian 2 QPLD OR Pl.p•L0C FITTING Around Roatball For-E=h-24''-Box:;.• . • • ... (3) Ferttltzsr Tableis -. ., '--��-—. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMEN5IDN, " "� " GRADE, EYCTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY 4 DBRY-6 WIRE SPI..ICE Tree; (4)7a'hieis.Far.-Eaafi-yS`gsR': ... ._... '. -•----.. .... Per 5 gal.;(2) Per 9 Tree T gal. DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE 4 (DPLANT MATERIAL(SEE PLANTING PLAN) ---- "- THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO RECTANGULAR VALVE BOX PER PLAN THE AMS DESIGN'S ATTENTION IMMEDIATELY, DO NOT PROCEED WITH THE FINISHED GRADE �! BRICK SUPPORTS AT EACH CORNER(4) WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED, IF THE CONTRACTOR CHOOSES 70 DO $O HE SHALL BE 'Tree Staking PRECEDING AT HIS OWN RISK. 5@AMENDED SOIL MEDIA TYPEAND FILTER FABRIC -Shrub Planting •�t=''" '•`�'k-"' ' :=';,�:`"`'.`-l ''.'':�°••:;' ti :.,•%,:�:'J: DEPTH SPECIFIED PER SOILS REPORT 1 --- - OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS. DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY 1 .,�'__�•�•-,A..44r`,�5 f•f '•':•�::•'• �' ` '''•�'�' $ PVC5UPPLYHEADER•51ZE PER PLAN - GRAVEL BASE, DEPTH PER PLAN ' OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS IQEPTF!PER PLAN ',." '" '' :-: :: ..,..,..:. ,. �" __ _ : 5 CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM 77//•j'/7�" A B 9 MAIN LINE AND SOIL COVER PER PLAN W — -~— r PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF I �� `� �` f l y+w:...,• 7 DFOLD EXCESS FLEECE UNDER MAT FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND ADJACENT TO RVOSCAPE EDGE 9 0 SPECIFICATIONS. 2"-6"(5 15.2 CM) "' ' _-•: f *" :` S FINISHED GRADE -''+ ' ' +' - y' '1 ^'^ S1TE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY �— '.:, ",' :•.,: :,r;-�•�•;•�•:' "�0 9 aNATNE5QIL r HFS FLOW SENSOR DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF NOTES THEIR WORK, FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE F NOT TO SCALE RESPONSIBILITY OF ESTIMATING THE WORK.IF ANY VARIATION,DISCREPANCY I RECOMMENDED INSTALLATION DEPTH BY PLANT TYPE � S.HFS.©1 � Mm,I OR OMISSION(BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND TURF ARMS:4'-8"(10,2CM•20.4CM) THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- 1 1 ' GROUND COVER AREAS:15%8'(15,2 CM-20.4 CM) CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN SHRUB ARMS:12'(315 CM -- -" � � � `"� RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WiTH ANY RELATED WORK. - EXTEND MAT BEYOND RISER CONNECTION TO ENSURE SHEET TITLE; ADEQUATE COVER IN IRRIGATED SPACE ECO-MAT PVC AT MAT GRADE CONNECTION ADJACENT TO HARDSCAPE Grt HM.EM,09 NOTTOSCALE - LEGEND: IRRIGATION & -- �4��® QSOLhRSYNCSENSaR OSOLNt SYHCCAFIPATIBIE CORi1ir+lfpA us(�aau,oaE rurn:xrs n GE LEGEND: • (DPOS ORSJR o PLANTING DETAILS ,'•i?•;;"�;' �:�t�:�sti•��`:'-.,. OIRRIORTION CO O T ABIEM UHiINO5URFACE �,; _• ;nr;'•7r .�:u. NTR LLEROCOREIPERPM ' ©FiN19HEOGRACE 1 2�IRRIGATIONCONTRCLWIREINCONDUIT Sl7EANi�TYPE PER LOCAL CODES 2 3 4 ,..;��=y• �ELECTRICALSUPPLY CONDUIT { CONNECTTO POWER SOURCE,,EBOXIN02 CONiROLLI_R 9)AD)ACENTSURFACETOMOUNTCOMMOL.ER PER PLAN I PROJECT{D : D-1904-03 'A' NOTE I DATE 5-5-2020 MOUNT CONTROLLER LCD SCREEN AT EYE LEVEL, -�? <„:.%�+, 'a,.. .;. • :_L' I CONTROLLER SHAU.BEHARD-WIREDTOOROUNDW SCALE "-�� ' �y�T;; y=_, I ; s_•_� _�., 4- t 110VACPOVIERSOURCE DRAWN 8Y: TS FRONT ELE1�A1j .,�`: ,> :�.'�: I SHEET NUMBER: �Z 3 4 f L-3 I j OWNERSHIP: FIGHT ELEVATION THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE PLANS ARE J CORE-WALL MOUNT SOLAR SYNC WITH GENERIC WALL MOUNT CONTROLLER PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN I S,S5.02 NOTTOSCALE CONSENT OF AMS DESIGN.ANY USE OF THESE PLANS ON OTHER SITES I5 C.ICORE,01 NDTTO SCALE PROHIBITED WITHOUT THE CONSENT OF AMS DES]GN, ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR TO COMMENCEMENT OF THE WORK IN QUESTION. AL[. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE — OVER SCALED DIMENSIONS. i