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R-2022-005 Approved Plans Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # R-2022-005 Application Number(s) Approval Body: Director/ Staff Approval Cate 09/14/22 10645 SANTA LUCIA RD AMS Signature Brianne Harkousha DESIGN Case Manager CUPERTINO , CA 95014 AMSDESIGN 4010 MOORPARK AVE#1 01, SAN JOSE,CA 95117 TELL:(415)254.1606 E-MAIL:OFFICE@AMSDESIGNLLP.COM VICINITY MAP : DRAWING INDEX: FIRE NOTES : LOCAL TABLES / NOTES : THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE A-00.01: COVER SHEET 1- IN ALL NEW ONE- AND TWO-FAMILY DWELLINGS AND EXISTING ONE- AND PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE AlcoldeRe Al. C.O: BOUNDARY AND TOPOGRAPHIC SURVEY TWO-FAMILY DWELLINGS WHEN ADDITIONS ARE MADE THAT INCREASE THE REQ. PRIOR TO FINAL REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE GO m DE-01: DEMOLITION PLAN BUILDING AREA TO MORE THAN 3600 SF WHETHER BY INCREASING THE AREA PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS a' r A-00.02: PROPOSED SITE PLAN PRIOR 0 OF THE PRIMARY RESIDENCE OR BY CREATION OF AN ATTACHED ACCESSORY OCCUPANCY: PUBLIC WORKS NOTES: TOSICOMM NANYDCIEMENTANCY OF THE WORK IINDISCOVEREDN QUESTION. ALLTHESE PLANSALL WRIT TEEN A �aa c LO: LANDSCAPE DOCUMENTATION DWELLING UNIT. IN ALL EXISTING ONE- AND TWO-FAMILY DWELLINGS THAT DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. Goa z L1: PLANTING PLAN MEET THE DEFINITION OF A 'DEMOLITION' OF TE STRUCTURE PER CITY OF _ L2: IRRIGATION PLAN SARATOGA MUNICIPAL CODE SECTION 15-06.195 IN ALL ATTACHED A- THE PROPERTY OWNER SHALL RECORD A COVENANT ON THE PROPERTY A- APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER AND/OR oExcedesRd z L3: HYDROZONE PLAN ACCESSORY DWELLING UNITS, ADDITIONS OR ALTERATIONS TO AN EXISTING FOR THE NEW TREES/SHRUBS PLANTED FOR PURPOSE OF REQUIRED CONTRACTOR OF THE RESPONSIBILITY FOR THE CORRECTIONS OF MISTAKES, 0 L4: DETAILS ONE- AND TWO-FAMILY DWELLING THAT HAVE AN EXISTING FIRE SPRINKLER REPLACEMENT TREES, PRIVACY PROTECTION, AND REQUIRED FRONT YARD ERRORS, OR OMISSIONS CONTAINED THEREIN. IF DURING THE COURSE OF eL L5: LANDSCAPE SPECIFICATIONS SYSTEM. TREE. CONSTRUCTION IMPROVEMENTS, PUBLIC INTEREST REQUIRES A ° ol.Rd Cupertino Bike Q A-01.01: PROPOSED 1ST FLOOR PLAN MODIFICATION OF/OR A DEPARTURE FROM THE CITY OF CUPERTINO B-r.ycl U ,a 45 Santa Lucia 0 A-01.02: PROPOSED 2ND FLOOR PLAN /EXTERIOR MATERIAL SCHEDULE 2- INSTALLATION OF AN EARLY WARNING FIRE ALARM SYSTEM IN B- FOLLOWING COMPLETION OF CONSTRUCTION, AN AFFIDAVIT FROM AN ISA- SPECIFICATION OR THESE IMPROVEMENT PLANS ,THE CITY ENGINEER SHALL Rd,CLrpertim,CA_.. A-02.01: PROPOSED ELEVATIONS ACCORDANCE WITH THE PROVISIONS OF THIS ARTICLE IS REQUIERD AS A CERTIFIED ARBORIST SHALL BE PROVIDED CONFIRMING THAT THE NEW HAVE THE AUTHORITY TO REQUIRE SUCH COMPLETED , AT THE SOLE >_ A-02.02: PROPOSED ELEVATIONS CONDITION FOR THE GRANTING OF ANY BUILDING OR OTHER PERMIT UNDER TREES HAVE BEEN PLANTED PROPERTY AND ACCORDING TO PLAN. EXPENSE OF THE OWNER AND/OR CONTRACTOR. ry A-03.01: PROPOSED SECTIONS CHAPTER 16 IN EACH OF THE FOLLOWING CASES: before and after\ LLJ A-03.02: PROPOSED SECTION /BIRD SAFE CALCULATION Cell phone store 2-1: ALL NEW RESIDENTIAL STRUCTURE CLASSIFIED AS `R' OCCUPANCIES IN C- A PLANNING DIVISION INSPECTION IS REQUIRED TO VERIFY EXTERIOR B- CONTACT PUBLIC WORKS,(408)777-3104 , FOR INSPECTION OF GRADING, 1P A-04.01: FLOOR AREA DIAGRAM STREET SCAPE ELEVATION CONTEXT ELEVATIONS THE MOST RECENT VERSION OF THE CALIFORNIA BUILDING CODE, MATERIALS/FINISHES, TREES, LANDSCAPING, AND SITE WORK. STORM DRAINAGE, AND PUBLIC IMPROVEMENTS. ry COMMERCIAL STRUCTURES AND COMMUNITY FACILITIES LOCATED WITHIN In 4arRd f� THE DESIGNATED WILDLAND-URBAN INTERFACE FIRE AREA. D- A CERTIFIED LANDSCAPE PROFESSIONAL SHALL CONDUCT A LANDSCAPE C- ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. 2-2: ANY EXISTING STRUCTURE CLASSIFIED AS AN "R" OCCUPANCY IN THE INSTALLATION AUDIT AFTER THE LANDSCAPING AND IRRIGATION SYSTEM MOST RECENT VERSION OF THE CALIFORNIA BUILDING CODE, COMMERCIAL HAVE BEEN INSTALLED PER CHAPTER 14.15(LANDSCAPE ORDINANCE).THE D- CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND ENSURING THE STRUCTURE OR COMMUNITY FACILITY WHICH IS EXPANDED BY FIFTY FINDINGS OF THE ASSESSMENT SHALL BE CONSOLIDATED INTO A LANDSCAPE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. PROJECT NAME: PERCENT OR MORE IN FLOOR AREA AND IS LOCATED WITHIN THE INSTALLATION REPORT PROVIDED TO THE PLANNING DIVISION. DESIGNATED WILDLAND-URBAN INTERFACE FIRE AREA. E- CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTION PRIOR SANTA LUCIA E- THE PROPERTY OWNER SHALL SIGN A LANDSCAPE MAINTANCE TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. PROJECT DATA. 3- GATE INSTALLATION SHALL CONFIRM WITH THE FIRE DEPARTMENT AGREEMENT PER CHAPTER 14.15(LANDSCAPE ORDINANCE),PREPARED BY STANDARD DETAILS AND SPECIFICATION G-1 AND, WHEN OPEN SHALL THE CITY,AND RECORD IT WITH SANTA CLARA CO. RECORD'S OFFICE. THE F- UTILIZE BEST MANAGEMENT PRACTICES (BMP's) AS REQUIRED BY THE RESIDENCE OBSTRUCT ANY PORTION OF REQUIRED 16' WIDTH FOR EMERGENCY ACCESS PROPERTY OWNER SHALL CONTACT THE PLANNING DIVISION IN ADVANCE OF STATE WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH ROADWAYS OR DRIVEWAYS. LOCKS, IF PROVIDED, SHALL BE FIRE THE FINAL TO PREPARE THE AGREEMENT. DISTURBS THE SOIL. ASSESSOR'S PARCEL NUMBER: 342-17-041 DEPARTMENT APPROVED PRIOIR TO INSTALLATION. GATES ACROSS THE 10645 SANTA LUCIA RD, PROJECT TYPE: NEW CONSTRUCTION PROJECT CONTACT: EMERGENCY ACCESS ROADWAYS SHALL BE EQUIPPED WITH AN APPROVED F- A CERTIFIED LANDSCAPE PROFESSIONAL SHALL PROVIDE A LANDSCAPE G- A WORK SCHEDULE OF GRADING AND ORISON & SEDIMENT CONTROL PLAN CUPERTINO, CA 95014 PROJECT LOCATION: 10645 SANTA LUCIA RD, ACCESS DEVICES. IF THE GATES ARE OPERATED ELECTRICALLY, AN AND IRRIGATION MAINTENANCE SCHEDULE PER CHAPTER 14.15(LANDSCAPE SHALL BE PROVIDED TO THE CITY ENGINEER BY AUGUST 15. NO HILLSIDE CUPERTINO, CA 95014 APPROVED KNOX KEY SWITCH SHALL BE INSTALLED, IF THEY ARE OPERATED ORDINANCE) TO THE PLANNING DIVISION. GRADING SHALL BE PERFORMED BETWEEN OCTOBER 1 TO APRIL 15. ZONING: R1-10 OWNER: YUGAL AGGARWAL MANUALLY, THEN AN APPROVED KNOX PADLOCL SHALL BEINSTALLED. OCCUPANCY GROUP: R - 3 / U YUGAL95014@YAHOO.COM H- ALL NEW ELECTRICAL SERVICE (POWER,PHONE,AND/OR CABLE) SHALL BE REVISION TABLE: CONSTRUCTION TYPE: V- B 10645 SANTA LUCIA RD, CUPERTINO, CA 95014 4- AN ACCESS DRIVEWAY SHALL PROVIDED WITH A PAVED ALL WEATHER UNDERGROUNDED. NUMBER OF FLOORS: TWO (2) STORY SURFACE, A MINIMUM UNOBSTRUCTED WIDTH OF 14 FEET PAVED AND 2 FEET L REVISION DATE BY DEP FIRE PROTECTION: SPRINKLERED DESIGNER: AMS DESIGN OF DRIVABLE HARD SURFACE. VERTICAL CLEARANCE OF 13 FEET 6 INCHES, I- TO INITIATE RELEASE OF BONDS,CONTACT THE PUBLIC WORKS INSPECTOR 01 12/15/2021 S.B. PLN LAND USE: LOW DENSITY (1-6 DU/ACRE) (415) 254-1606 MINIMUM CIRCULATING TURNING RADIUS OF 36 FEET OUTSIDE AND 23 FEET FOR FINAL INSPECTION. 4010 MOORPARK AVE#101, SAN JOSE, CA 95117 INSIDE, AND A MAXIMUM SLOPE OF 15%. INSTALLATIONS SHALL CONFORM TO 02 03118/2022 S.A. PLN AZADEH@AMSDESIGNLLP.COM FIRE DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS SHEET D-1. J- A LICENSED LAND SURVEYOR OR AUTHORIZED CIVIL ENGINEER WILL 03 05/18/2022 S.A. PLN PREPARE AND SUBMIT,TO THE PUBLIC WORKS DEPT,AN ELEVATION 04 09/07/2022 S.B. PLN 5- AN APPROVED FIRE DEPARTMENT ENGINE DRIVEWAY TURNAROUND SHALL CERTIFICATE FOR THE NEW STRUCTURE/ADDITION. AREACALCULATION : STRUCTURAL: AMS DESIGN PROVIDED WITH A MINIMUM RADIUS OF 36 FEET OUTSIDE AND 23 FEET INSIDE. (415) 254-1606 MAXIMUM GRADE IN ANY DIRECTION SHALL BE A MAXIMUM OF 5%. K- TO INITIAL RELEASE OF BONDS, CONTACT THE PUBLIC WORKED 4010 MOORPARK AVE#101, SAN JOSE, CA 95117 INSTALLATIONS SHALL CONFORM WITH FIRE DEPARTMENT STANDARD INSPECTOR FOR FINAL INSPECTION. TOTAL "E" BUILDING TO BE REMOVED: 1346 SQF ARMIN@AMSDESIGNLLP.COM DETAILS AND SPECIFICATIONS D-1. CFC SEC. 503 DRIVING SURFACE SHALL BE "N" 1 ST FLOOR LIVING AREA: 1919 SQF CAPABLE OF SUPPORTING THE IMPOSED LOAD OF FIRE APPARATUS L- ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED "N" 2ND FLOOR LIVING AREA: 1501 SQF WEIGHING AT LEAST 7500 POUNDS (34050 KG). AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPED "N" TOTAL LIVING: 3420 SQF AREAS. "N" GARAGE: 496SQF CODE EDITIONS : 6- NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS "N" TOTAL BUILDING: 3916 SQF ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION M- PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. "N" PORCH: 759 SQF ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL "N" JUNIOR ADU: 438 SQF A. CALIFORNIA RESIDENTIAL: 2019 EDITION STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL PERMIT FROM THE PUBLIC WORKS DEPARTMENT. BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT NET AREA : 8819 SQF PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL B. CALIFORNIA BUILDING: 2019 EDITION CONTRAST WITH THEIR BACKGROUND. WHERE REQUIRED BY THE FIRE CODE SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES GROSS AREA: 10087 SQF C. CALIFORNIA MECHANICAL: 2019 EDITION OFFICIAL, ADDRESS NUMBERS SHALL BE PROVIDED IN ADDITIONAL TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. D. CALIFORNIA PLUMBING: 2019 EDITION APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. ADDRESS OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- "N" BUILDING HEIGHT(FROM NATURAL GRADE): 28'-0" DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO E. CALIFORNIA ELECTRICAL: 2019 EDITION NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR "N" FLOOR AREA RATIO (FAR) = (3916/8819)X100=44.4% WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE N FLOOR AREA RATIO (FAR)+JADU = (4354/8819)X100=49.3/° F CALIFORNIA ENERGY: 2019 EDITION NUMBERS SHALL BE A MINIMUM OF INCHES (101.6 MM) HIGH WITH A MINIMUM ° ON G. CALIFORNIA FIRE: 2019 EDITION STROKE WIDTH OF 0.5 INCH (12.7 MM). WHERE ACCESS IS BY MEANS OF A DETAILS OF THE PERFORMING U THE WORK AS IIFFUL FULLY ANDCOMPLETELYOMITTEDR MIS-DESCRIBED SET FORTH 2ND FLOOR TO 1ST FLOOR RAT10=(1501/(1919+496))X100=62.1 /o ° H. CALIFORNIA GREEN BUILDING: 2019 EDITION PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. I. ANY OTHER APPLICABLE LOCAL AND STATE LAWS WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL FIRST FLOOR ROOF EAVE=248X1.6=396.8 ITE PRIOR TO AND REGULATIONS. IDENTIFY THE STRUCTURE. ADDRESS NUMBERS SHALL BE MAINTAINED. CFC COMMENCEMENT VERIFY OOF HEIR WORK.NS AND FAILURE TO DOONS AT THE SSO SHALL NOT LOT COVERAGE: 1 ST FLOOR BLDG AREA (1919+496=2415) SQF SEC. 505.1. RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. GENERAL NOTES • IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT PORCH 759 SQF OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FIRST FLOOR ROOF EAVE 397 ' 7- POTABLE WATER SUPPLIES SHALL BE PROTECTED FROM CONTAMINATION FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS TOTAL % 3571/8819= 40.4% CAUSED BY FIRE PROTECTION WATER SUPPLIES. IT IS THE RESPONSIBILITY DESIGNPRIORTO PROCEEDING WITH ANY RELATED WORK. LOT COVERAGE+JADU = (3571+438)/8819= 45.4% ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, OF THE APPLICANT AND ANY CONTRACTORS AND SUBCONTRACTORS TO SHEET TITLE: GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY CONTACT THE WATER PURVEYOR SUPPLYING THE SITE OF SUCH PROJECT, DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE AND TO COMPLY WITH THE REQUIREMENTS OF THAT PURVEYOR. SUCH SCOPE OF WORK: THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT REQUIREMENTS SHALL BE INCORPORATED INTO THE DESIGN OF ANY WATER- COVER SHEET TO THE AMS DESIGNS ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE BASED FIRE PROTECTION SYSTEMS, AND/OR FIRE SUPPRESSION WATER WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE SUPPLY SYSTEMS OR STORAGE CONTAINERS THAT WILL BE PHYSICALLY NEW 2 STORY CUSTOM HOME . RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE CONNECTED IN ANY MANNER TO AN APPLIANCE CAPABLE OF CAUSING 3916 SQ BUILDING AREA INCLUDING 6 BEDS, 5.5 BATH, 1 LAUNDRY AND 2 CAR PRECEDING AT HIS OWN RISK. CONTAMINATION OF THE POTABLE OF THE WATER SUPPLY OF THE GARAGE. PURVEYOR OF RECORD. FINAL APPROVAL OF THE SYSTEM(S) UNDER ALSO 438 SQ ATTACHED JADU. OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- CONSIDERATION WILL NOT BE GRANTED BY THIS OFFICE UNTIL COMPLIANCE PROJECT ID: 2103-01 DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY WITH THE REQUIREMENTS OF THE WATER PURVEYOR OFET BY RECORD ARE OUT THE INTENT OF THE CUSTOMARILY REFORMED, SHALL NOT RELIEVE GS AND SPECIFICATIONS, THE CONTRACTOR WHICH FROM 22019 CFC SEC 903 3 5AAND HEALTR AS HAVING BEEN H AND SAFETY CODE 3114.7 APPLICANT(s). LANDSCAPE & HARDSCAPE CALCULATION : DATE: MARCH. 2021 SETBACK INFORMATION : PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF 8- ALL CONSTRUCTION SITS MUST COMPLY WITH APPLICABLE PROVISIONS OF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND THE CFC CHAPTER 33 AND OUR STANDARD DETAIL AND SPECIFICATION SI-7. SCALE: N.T.S SPECIFICATIONS. PROVIDE APPROPRIATE NOTATIONS ON SUBSEQUENT PLAN SUBMITTALS, AS SETBACKS PROPOSED PROPOSED APPROPRIATE TO THE PROJECT. CFC CHP.33. 1ST 2ND SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY AREA EXISTING (SF) ADDITION (SF) REMOVE (SF) PROPOSED (SF) DRAWN BY: S.A. DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF FRONT 20'-0" 28'-9" THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE LANDSCAPE 6019 0 1594 4425 SHEET NUMBER: MAIN 34'-0" 34'-0" RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY REAR HARDSCAPE 1454 71 0 1525 JADU 28-5 OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- STRUCTURE 1346 1523 0 2869 LEFT ADJMAIU 15'2" 18 7 CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN TOTAL 8819 - - 8819 AMOOM01 RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED RIGHT 5-3" 15-9" WORK. Co munl fine i —? CT I 0 N NOTES : Plannln CUPERTINO APPROVED 1. LL BE PREPARED DESCRIBING THE RELATIONSHIP OF PROPOSED GRADING AND UTILITY TRENCHING TO THE TREES DESIGNATED FOR Case $ �� THE PROPOSED CONSTRUCTION ACTIVITY/DEVELOPMENT HAS BEEN ING SHOULD NOT SIGNIFICANTLY RAISE OR LOWER THE GROUND LEVEL BENEATH TREE DRIP LINES. IF THE GROUND L9'9'2L'9SlM6ll0 lL9Dr(PbR MODIFICATION BENEATH THE DRIP LINE,THE ARCHITECT/ARBORIST SHALL ADDRESS AND MITIGATE THE IMPACT TO THE TREE(S). REVIEWED BY A CERTIFIED ARBORIST AND THAT THE REMAINING Approva[ Body: IDip%bttT:REVSSlGffE PRESERVED ON THE PROPERTY AND ALL TREES ADJACENT TO THE PROPERTY SHALL BE PROTECTED AGAINST DAMAGE DURING I PROTECTED TREES WILL NOT BE HARMED DURING CONSTRUCTION CQ{��T,�2��11 �QN OPERATIONS BY CONSTRUCTING A FOUR-FOOT-HIGH FENCE AROUND THE DRIP LINE, AND ARMOR AS NEEDED. THE EXTENT OF FENCING AND I OR BY THE PROPOSED DEVELOPMENT. Approva[ ate ARl\hCShINALL BE DETERMINED BY THE LANDSCAPE ARCHITECT.THE TREE PROTECTION SHALL BE PLACED BEFORE ANY EXCAVATION OR GRADING IS BEGUN AND SHAL�BEMAINTAINED IN REPAIR FOR THE DURATION OF THE CONSTRUCTION WORK. Signature Brianne Harkousha DESIGN 3. NO 0NSMkJ@&@N OPERATIONS SHALL BE CARRIED ON WITHIN THE DRIP LINE AREA OF ANY TREE DESIGNATED TO BE SAVED EXCEPT AS IS AUTHORIZED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT. 4.IF THE TRENCHING IS REQUIRED TO PENETRATE THE PROTECTION BARRIER FOR THE TREE,THE SECTION OF TRENCH IN THE DRIP LINE SHALL BE HAND DUG SO I / AMSDESIGNAS TO PRECLUDE THE CUTTING OF ROOTS.PRIOR TO INITIATING ANY TRENCHING WITHIN THE BARRIER APPROVAL BY STAFF WITH CONSULTATION OF AN ARBORIST SHALL BE COMPLETED. 5. TREES WHICH REQUIRE ANY DEGREE OF FILL AROUND THE NATURAL GRADE SHALL BE GUARDED BY RECOGNIZED STANDARDS OF TREE PROTECTION AND — — — 30-DEGREE VIEWSHED FROM ALL NEW OR 4010 MOORPARK AVE#101, DESIGN OF TREE WELLS. I / / MODIFIED SECOND-STORY WINDOWS SAN JOSE,CA 95117 \ THAT HAVE A SILL HEIGHT LESS THAN 5'-1" TELL:(415)254.1606 6.THE AREA UNDER THE DRIP LINE OF THE TREE SHALL BE KEPT CLEAN.NO CONSTRUCTION MATERIALS NOR CHEMICAL SOLVENTS SHALL BE STORED OR DUMPED \ FROM THE FINISHED SECOND FLOOR UNDER A TREE. SHALL BE PROVIDED. 1 OUp•pC7 7' EMAIL:OFFICE@AMSDESIGNLLP.COM I // 7. FIRES FOR ANY REASON SHALL NOT BE MADE WITHIN FIFTY FEET OF ANY TREE SELECTED TO REMAIN AND SHALL BE LIMITED IN SIZE AND KEPT UNDER I / r F \ F F PRIVACY VIEWSHED EXISTING FENCE CONSTANT SURVEILLANCE. / F\ F e�nJlC/ Chi/8.THE GENERAL CONTRACTOR SHALL USE A TREE SERVICE LICENSEE,AS DEFINED BY CALIFORNIA BUSINESS AND PROFESSIONAL CODE,TO PRUNE AND CUT OFF X F F — F — _F THE BRANCHES THAT MUST BE REMOVED DURING THE LANDSCAPE ARCHITECT/ARBORIST WITH APPROVAL OF STAFF. 32' PINE TO \ 0 F F THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH 9.ANY DAMAGE TO EXISTING TREE CROWNS OR ROOT SYSTEMS SHALL BE REPAIRED IMMEDIATELY BY AN APPROVED TREE SURGEON. / - THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE -n v REMAIN o 1 7/ PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE I \ N 10.NO STORAGE OF CONSTRUCTION MATERIALS OR PARKING SHALL BE PERMITTED WITHIN THE DRIP LINE AREA OF ANY TREE DESIGNATED TO BE SAVED. — — — REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THEEXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE `? PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS 11.TREE PROTECTION REGULATIONS SHALL BE POSTED ON PROTECTIVE FENCING AROUND TREES TO BE PROTECTED. I N DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR 1 TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN `? \ \ \ DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. ■ I O LL N N C GRADING AND DEMO NOTES . 16'-4" _ o _ \ 1 1.CONTACT PUBLIC WORKS, FOR DRAINAGE AND FINAL GRADE INSPECTION,WHICH INCLUDES DRAIN LINES AND ROOF DRAINS/DOWN SPOUTS. 32'-10" 2.ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. 7 9 \ HVAC UNIT 26'-4" \\ \ 3.CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. 38MBRB 18AA3--SIHEET D-02 03 / 4.THE CONTRACTOR SHALL REVIEW STD.DETAIL 6-4 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. I 5'2" \ 5.UTILIZE BEST MANAGEMENT PRACTICES(BMP'S),AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD,FOR ANY ACTIVITY,WHICH DISTURBS SOIL. O \ \ 24'-9" � \ 6.ALL NEW ELECTRICAL SERVICE(POWER,PHONE,AND OR CABLE)SHALL BE UNDER GROUND. \ 3'9" / \ 7.TO INITIATE RELEASE OF BONDS,CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION. \ / 22' 1„ oo �s� LQ / 4 24'-3" / I " \\ I 28'-5" 18 OAK TO \ / 8.ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE,DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPE AREAS. — — —1 I� I I Q o Q 22 22,2, 2ND FLOOR]/ \ REMAIN \\ 9.PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY,THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT FROM 101, � 19' \ / THE PUBLIC WORKS DEPARTMENT. PROJECT NAME: 10. PROVIDE MIN. 5% GRADE SLOPE AWAY FROM FOUNDATION FOR A MIN. DISTANCE OF 10 FEET MEASURE PERPENDICULAR TO THE FACE OF THE WALL. WITH 0 6"BLACK \ EXCEPTION: EXISTING FENCE • LL I' 1 WALNUT TREE TO \ A. IF BUILDING SITE DOES NOT ALLOW 10 FEET OF SLOPE, INDICATE THE INSTALLATION OF DRAINS OR SWALES TO ENSURE DRAINAGE AWAY FROM THE a M BE REMOVED STRUCTURE. I 47 \ \ / / SANTA LUCIA B.IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MIN 2%AWAY FROM THE BUILDING. I i 0 \ RESIDENCE 11.(E)DRAINAGE SHALL REMAIN THROUGHOUT CONSTRUCTION. _ � 1 NEW 6'HT.WOOD FENCE WITH 1 FT. \ GREEN BUILDING MEASURE NOTES: _ =K 4„ I M I LATTICE \ G U G S U �� 10645 SANTA LUCIA RD, U o Q, / CUPERTINO, CA 95014 a I F 1.DIRECT ROOF RUNOFF ONTO VEGETATED AREAS. > 0 KY. CN 2.DIRECT RUNOFF FROM SIDEWALK,WALKWAYS,AND/OR PATIOS ONTO VEGETATED AREAS. 3.CONSTRUCT DRIVEWAY WITH PERMEABLE SURFACE. — — — 24 I ry REVISION TABLE: � w / LL / w / 5'-3" \ m 1 �� p p / (O~)/` REVISION DATE BY DEP HVAC INFORMATION . ,S� � \ , . 2 NN 0 \ naF7 9 01 12/15/ 021 S.B. PLN 1ST FLOOR: / �I" 7' ES PISTACHE oo�' 02 03/18/2022 S.A. PLN OUTDOOR UNIT 38MARBQ48AA3 B REMOVED INDOOR UNIT,40MBAAQ48XA3 / \ I 4"OAK TO BE O3 05/18/2022 S.A. PLN / 18'-7" REMOVED po I I I / 2ND FLOOR: 2ND FLOOR gw 04 09107/2022 S.B. PLN OUTDOOR UNIT,38MARBQ36XA3 I3. 12 THE PROPOSED AC UNIT LOCATED IN THE INDOOR UNIT,40MBAAQ48XA3 I / FRONT YARD WOULD BE SUBSTANTIALLY a» O \ \\ r I ") / SCREENED BY THE FENCE. THE FENCE SHALL >(5 I / EXTEND TO ENSURE THAT THE PROPOSED AC 9'-8° JADU: UNIT WOULD BE SCREENED FROM PUBLIC L1J 3:12 F / OUTDOOR UNIT,38MARBQ12AA3 I RIGHT OF WAY. LLJ _ I _ _ + INDOOR UNIT,40BDQ123 I I T N 12'-3" � 5'-9" EXTERI R LIGHT NOTES: I ' 10'10" ° —� 0 G a - -_ o ° T„�AK TO BE EXTERIOR LIGHT SHALL BE DOWN LIGHT OR RECESSED LIGHT AT CL'G. I J J �., \ REM(JVED / ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR ° z DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. — — 1 ° ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR \ 1 w--rol LJ N ° °a °a ° I/ O --1� CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL EXTERIOR WALL LIGHT FIXTURE CUT SHEET I 33 OAK TO 0 20' ° ° ' b N < I BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY DO NOT a° p � � 8 I� o PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL REMAIN DRIVE WAY, ° a \ N 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- DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO \ a ° CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR FRONT YARD a ° ` WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED ° 1 433 SQF. I I DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND 1 / DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. NEW FRONT YARD TREE 7"QA AL ADY SHALL BE 24-INCH BOX OR R MOVE / SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL -_ LARGER,WITH A MINIMUM VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO HEIGHT OF 6 FEET \ COMMENCEMENT OF 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 �j OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS NORTH DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS WATER DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. METER / SHEET TITLE: } PROPOSED LEGEND : SITE PLAN 59.24 \\ / 16� -FWD TO \ \ REMAIN \ � I' / ND FLOOR PROJECT ID: 2103-01 2 v / O I V \ �\ i O / DATE: MARCH. 2021 - SANTA LUCIA ROAD JUNIOR ADU \\ \ 20' W D TO / SCALE: 1/8" = 1' RE N / I I PRIVACY VIEWSHED \ \ / I J DRAWN BY: S.A. \ F SHEET NUMBER: FRONTYARD L PROPOSED SITE PLAN 1 GRAPHIC SCALE : v8INCH = 1FEET PROPERTY LINE AmOOmO2 SC. 1/8 -1 0 0 2 4 6 s 10 20 30 BLDG 1ST FLOOR FOOTPRINT LINE BLDG 2ND FLOOR FOOTPRINT LINE Co murB D I �t� ep NOTES :ES : 64'-8" Planning ivision- upertino 15'-8" 11'-0" 5'-5" 32'-7" 'CUPERTINQ APPROVED Case # 1R EMENTS (EXCEPT THOSE ONLY FOR MECHANICAL EQUIPMENT AND NOT 15'-8" 11'-0" 1'-2" 3'-0" 1'-3" 4'-4" 16-0" T-5"- 5'-0" 3'-10" Application Number(s) OVER 200 SQFT IN FLOOR AREA), HABITABLE ATTICS AND EVERY SLEEPING Approval Body: Director/ Staff Approval Cate %002SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND Ams Signature gl"I�1 err�ii i� non A DESIGN n o D a. MIN. NET CLEAR OPENABLE DIMENSION OF 24 INCHES IN HEIGHT. <CU Q R310.1 .2 AMSDESIGN b. MIN. NET CLEAR OPENABLE DIMENSION 20 INCHES IN WIDTH. 4010 MOORPARK AVE#1 01, I SAN JOSE,CA 95117 GAURDR'-6"AB TELL: 415 254.1606 R310.1 .3 UP HEIGHT:3-6"ABOVE F.F. GUARD SHALL HAVE INTERMEDIATE RAILS SPACED SUCH THAT A SPHERE E-MAIL:OFFICE@AMSDESIGNLLP.COM c. MIN. NET CLEAR OPENABLE DIMENSION OF 5.7 SQFT IN AREA. 4-3/8 INCHES IN DIAMETER CANNOT PASS THROUGH.CRC R312.2 EX. FF- #2 AND R312.3 EX.#2 Max.Rise-7 3/4" GRADE FLOOR OPENINGS SHALL HAVE A MIN. NET CLEAR OPENING H (JA UNIT Nasin =0.75 JADU) OF 5 SQFT. 310.1 .1 38MBRBQ18AA3 -SHEET D-02/03 __ THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH d. THE HEIGHT OF BOTTOM OF EMERGENCY EGRESS OPENING SHALL I " THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE _ F.F. : 107-7 UP m PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE HAVE NOT MORE THAN 44 INCHES MEASURED FROM THE FLOOR. D15-6080 1 PORCH REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE 1 TMP EGRESS 1 47'-0"X 14'-1" o EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS 310.2.2 I DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN 2- FOR KITCHEN A CLEAR PASSAGEWAY OF NOT LESS THAN 3-FEET BETWEENF ' DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. � 1 I 10'CEILING HEIGHT 1 THE COUNTER FRONTS AND APPLIANCES OR COUNTER FRONTS AND WALLS. I �\ 14'7"X1 7 I I "' CRC R311 I ; \\ I - 1 I TM D4 6080 PRESS TM�$030 RE D14r1 080 W12-5040 F Q Q 3- SHOWER COMPARTMENTS AND WALL ABOVE BATHTUBES WITH INSTALLED I \\ - Q w SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH, NONABSORBENT 1 a \\ 11 1 Z C) N SURFACE TO THE HEIGHT NOT LESS THAN 72 INCHES 6 FT). CRC R307.2 \ o wZ ZD � co \ ) 1 I oo� I L - - �- - - o/w -� I Uw < � o �uw � Q 4- THE DOOR BETWEEN GARAGE AND ENTRY REQUIRED TO BE SELF LATCHING I Ll\ ® 1 I � � I 10 = o 2'-4" 10'CEILING HEIGHT = mAND SELF CLOSING, SOLID CORE DOOR NOT LESS THAN 1-3/8 INCH THICK. I BATH k, KITCHEN&FAMILY Z Co Co 1 5'-0"X 8'_7" 112 00 5- THE MAXIMUM RISER HEIGHT CAN BE 7.75-INCHES. MINIMUM TREAD DEPTH I I I 1 7 I --� PER CUPERTINO CAN BE 10-INCHES. FOR ANY TREAD DEPTH LESS THAN 11-INCHES, A NOSING I 606O15,APPENDIXKWASADOPTED,REQUW 1 2 6 3'_g" N THAT WALLS, CEILINGS, AND FLOORS BETWEE UNITS HAVE A MINIMUM AIRBORNE SOUND I II I ti TRANSMISSION RATING OF STC 45. ALSO, FIRE 10'CEILING HEIGHT OF NOT LESS THAN 0.75-INCHES, BUT NOT MORE THAN 1 .25-INCHES SHALL BE r I RATED WALLS SHALL BE CONTINUOUS FROM I BEDROOM HH I PROJECT NAME: FOUNODATI N TO THE UNDERSIDE OF ROOF / PROVIDED. PLYW11'2"X13'-5" THE DWELLING UNITS SHALL BE SEPARATED FROM EACH OTHER BY A FLOOR-CEILING ASSEMBL SANTA LUCIA 6- DOORS AND PANELS OF SHOWER AND BATHTUB ENCLOSURES SHALL BE HAVING NOT LESS THAN A 1-HOUR FI N II - RESISTANCE RATING WHEN TESTED/ IN � I o II So ACCORDANCE WITH ASTM E 119 OR UL 2 3. I c9 II FULLY TEMPERED LAMINATED SAFETY GLASS OR APPROVED PLASTIC. CRC I - __ ___ IF— 3080 1 RESIDENCE CLOSET r > R308.6.2 I II Q 4'-0" I 5'-0"x 4'-6^ D26-2880 GLAZING IN SHOWERS OR BATHTUB ADJACENT WALL OPENINGS WITHIN 60 C, I � N,3� I - I 10645 SANTA LUCIA RD, n 2 D THE MAXIMUM RISER HEIGHT CAN BE 7.75-INCHES. MINIMUM INCHES ABOVE A STANDING SURFACE AND DRAIN INLET SHALL BE FULLY I // IA 1 o HALL TREAD DEPTH CAN BE SIINCHES.FOR ANY TREAD DEPTH LESS I CUPERTINO CA 95014 b 16'-8"X3'-6" �,.� THAN 11-INCHES, A NOSING OF NOT LESS THAN 0.75-INCHES, � BUT NOT MORE THAN 1.25-INCHES SHALL BE PROVIDED. I 0 TEMPERED, LAMINATED SAFETY GLASS OR APPROVED PLASTIC. CRC R308.5 BATH HANDRAIL IS REQUIRED ON THE OPEN SIDE OF THE STAIRWAY AT X 10'-0" v m 1 D16-2880 D05-2880 D17-2880 A HEIGHT OF 34 INCHES TO 38 INCHES AND SHALL HAVE 1 n INTERMEDIATE RAILS SPACED SUCH THAT A SPHERE 4-3/8 INCHES 7- GLAZING IN AN INDIVIDUAL FIXED OR PORTABLE PANEL ADJACENT TO A M 2'4" LAUNDRY -� NDIAMETER CANNOT PASS THROUGH.CRC R312.2 EX.#2AND 2'_6„ I REVISION TABLE: &UTILITY R312.3 EX.#2 4_ I D02-3080 �O - - 4'-10"X 4'-8" i 3'-3" `,' W H I I WET BAR 2880_ I �, DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24- M FUR. n REVISION DATE BY DEP INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION I / I SKY L. I WA I o I D 4'-4" S o ° 124"X 24' / & 4'-3" LAUNDRY I I P 0'11" PANTRY 01 12/15/2021 S.B. PLN (9 OHAA 5'-0"X 9'-8" 0 T-9'X T-0' I/ DR. UP BATH I I y 3'-3" AND WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60- 5-0„X8'_0, 02 03118/2022 S.A. PLN INCHES ABOVE THE WALKING SURFACE SHALL BE FULLY TEMPERED, A-A.°� - - - - Max.Rise=73/4" - I - WA. (x 2'-4' - - - - - A-OA3.0, 03 05/18/2022 S.A. PLN / Nosin =0.75" 12-0 ` 5-9 BUTLER PANTRY LAMINATED SAFETY GLASS OR APPROVED PLASTIC ( I.E. SIDE LIGHT AT NEW - - I N UP 1-91 04 09I0712022 S.B. PLN 6'-2"X T-0" 0 M MAIN ENTRY DOOR) CRC R308.4.2 wE I 20'-0" I DR. o 8- MINIMUM 36" DEEP LANDING I N THE DIRECTION 0 F TRAVEL AT NEW 50 U P w THE DOOR BETWEEN GARAGE AND LIVING AREA TO BE MINIMUM 1-3/8" ANY ENCLOSED, ACCESSIBLE _ 2880 THICK SOLID-CARE WOOD, 1-3/8"STEEL HONEYCOMB DOOR,OR 20-MINUTE r� SPACE UNDER THE STAIRS SHALL FIRE RATED DOOR EQUIPPED WITH A SELF-CLOSING AND SELF-LATCHING HAVE %z-INCH GYPSUM BOARD I EXTERIOR DOORS SHALL BE PROVIDED. LANDING TO BE NOT MORE THAN 7-3/ Max.Rise=73/4" F THEDEV A _Aj OF R302.5.1 ON THE ENCLOSED SIDE OF THE II Nosin -0.75 w CLOSET 4 WALLS, UNDER-STAIR SURFACE, w THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER 1 O VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A N I ANDS OFFITS. CRC R302.7 INCHES LOWER THAN THE DOOR'S THRESHOLD FOR IN-SWINGING AND U (DD DRAIN OR TOWARD THE MAIN VEHICLE ENTRYDOORWAYR309.1 . CLOX3ET 3 I o w NO OBSTRUCTIONS ARE ALLOWED WITHIN 20'X20'GARAGE QU m 9 I 1'CEILING HEIGHT SLIDING GLASS DOORS AND NOT MORE THAN 7" FOR IN-SWINGING AND MAIN w CEILING OF THE PRIVATE GARAGE (ATTACHED IN LESS THAN 3' FRPM \ ENTRY II I DWELLING)SHALL BE SEPARATED FROM THE DWELLING UNIT ABOVE BY NOT 12'-1"X 11'-7" LESS THAN A 5/8"TYPE X GYPSUM BOARD OR EQUIVALENT T-R302.6 I ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR D10-6680L DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ENTRY DOOR. Y-INCH GYPSUM BOARD FROM FOUNDATION TO ROOF SHEATHING ON THE / ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR M LLN WALL BETWEEN 0 o SHA BE PROVIDED PER CRC SIDE AT OR302.6 AND TABLE R 02.6 GE AND RESIDENCE I I\ CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL 9- NEW ENTRY DOOR SHALL BE OPENABLE FROM THE INSIDE OF THE N V' I N - - L - - 11 11 1 BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT U M PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL DWELLING WITHOUT USE OF KEY SPECIAL KNOWLEDGE OR EFFORT. CRC SEC. " SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES F.F. : 1 O6-7 I I \ 10'CEILING HEIGHT TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. N I I I I T III \ LU LIVING&DINING [if OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- / \ \ \ 12'-9"X 17'-10" R311 .2 I 1 L - 1 I I I I \ DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO t ° I CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR 10- 1/2" GYPSUM BOARD FROM FOUNDATION TO ROOF SHEATHING TO BE 00 T T I D�� \ \ c~D WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE / _ / \ w CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND INSTALLED ON THE GARAGE SIDE AT SEPARATION WALL BETWEEN GARAGE zo N - - - - - - - - - - - - \\® w J DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. AND RESIDENCE. GARAGE MUST BE SEPARATED FROM THE DWELLING AND u Q F.F. GARAGE: 104'-7" I / / / D35-6�,00 \ \ SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL ( U v> / GA AGE I VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO Q =) 000 20'-0" 25'-0" / 10' ILING HEIGH / \ COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT ITS ATTIC AREA) CRC SEC. R302.6 AND TABLE R302.6 > O 'T / OFFICE/BEDROOM _ \ RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. M o IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT / � 10'-4"X 13'-4" / � � � I Z I / / \ 12'-9" co OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE 5/8" TYPE "X" GYP. BOARD FINISH ON THE GARAGE SIDE OF THE WALL IS Q - - / I FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS REQUIRED. ALSO THE GARAGE SHALL BE SEPRATED FROM THE DWELLING �°° D01-16090 / I 4 / I , \ DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. SPACE ABOVE, BY 5/8" TYPE "X" GYP AT THE CEILING. - - _ - _ - - N EGRESS T 11" I N SHEET TITLE: 11- BATHROOMS & KITCHEN: /- - - - - W08-5060 DP W06-3060 - - - - - W10-3060 W06-3060 PROPOSED1ST 1 / \ 11 .1- 22" MIN SHOWER DOOR CLEARANCE. i - - - - 11 .2- TEMPER GLAZING FOR THE SHOWER DOOR AND SLIDING WINDOWS. - - - - - - - - - - - � FLOOR PLAN MNosiax.Risen 0.75" CEMENT BOARD SUBSTRATE FOR SHOWER WALLS. 11 .3- LAVATORY FAUCETS TO HAVE A FLOW RATE OF NO MORE THAN 1.2 GPM NORTH PROJECT ID: 2103-01 OR LESS AT 60 PSI AND NOT LESS THAN 0.8 GPM OR LESS AT 20 PSI. U pO 0 DATE: MARCH. 2021 (CALGREEN 4.303.1) Q 11 .4- WATER CLOSETS TO HAVE A FLOW RATE OF 1 .28 GALLONS/FLUSH OR 1'-0" T-0" �2'-5" 16-1" 5-1" 5-0" 3'4' 2'-10"� 6'-0" T-2"�2'-2" T-0" 3-0" 3-0" 1'-11"� SCALE: 1/4" = 1' LESS. (CALGREEN 4.303.1) LEGEND : 4'-5"��2'-7"� 31'-3" 12'-8" 13'-9" 11 .5 -CEMENT BOARD SUBSTRATE (IE. DUROCK OR WONDERBOARD,ETC) FOR DRAWN BY: S.A. TILE APPLICATION SURROUNDING THE BATH TUB WALLS F 57'-8" NEW CONSTRUCTION WALL SHEET NUMBER: 11 .6- KITCHEN FAUCETS TO HAVE A FLOW RATE OF 1.8 GPM OR LESS AT 60 PSI. (CALGREEN 4.303.1) PROPOSED 1ST FLOOR PLAN - 1-HOUR FIRE RATED WALL GRAPHIC SCALE : 1/4 INCH = 1FEET AmOl ■ 01 11 .7- SHOWER HEAD TO HAVE A FLOW RATE NOT TO EXCEED OF 1 .8 GPM AT 80 SC: 1/4"=V-0" 0 1 2 3 4 5 10 15 I I JUNIOR ADU PSI. (CALGREEN 4.303.1) L Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case# R-2022-005 Application Number(s) ApprovalBody: Director/Staff Approva I ate 09/14/22 AMS Signature Brianne Harkousha DESIGN Case Manager 44'-1" AMSDESIGN 12'-8" 2'-8" 12'-10" s'9" 7'-2" 1101, 4010 MOORPARK AVE#1 01, �3'7" 2'6" 6'1" 2'6" 07 2'7" 8'0" 2'3" 3'7" 2'0" 3'2" SAN JOSE,CA 95117 TELL:(415)254.1606 E-MAIL:OFFICE@AMSDESIGNLLP.COM I vo oW Q � � CYiCY�C?� ��ljG CYi�/I'�C9-l�li'Iti 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 \ W13-2626 W13-2626 W148046 W20-2026 REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE IMP/EGRESS TMP I EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE I T — � PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR N \ ❑ o / DI COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN I ® ® D DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. ® q — — — — 1-4" 1�-5" A-06 1 \ co WALK-IN CLOSET/ I _ HEIGHT_ _ ITLS N I I LO � \ 8'-8 EILING HEIGHT / 9' "CEILING BOX BATH / \ CLOSET o 2'_4"X 8'_10" 8-4-X 5.1" c� / \ o N BED OOM D52-2480 a I \ 12'6"IX 11'0" I I o m O _ w ® O ® 1 6) 4- BEDROOM \ / \ 3 6_ 4'-0" / T-6" \ D D60.7680 \ n m o CLOSET / F z N I \ 8'_1,X 2'4' / I O = :E 1 D51-2480 — - — — — BEDROOM ° = N /b06-880 D06-2880 \ I 15'-1"X13'-6" I I PROJECT NAME: q I _ CLOSET THE MAXIMUM RISER HEIGHT CA BE 7.75-INCHES. SUNN TUNN L 2'-4"X 5'-0" / HALL u h _ _ MINIMUM TREAD DEPTH CAN BE 10-NCHES.FOR ANY BATH 16'-2"X12'-3" — — — — — a 3� D2 1\ TREAD DEPTH LESS THAN 11-INCHEIS, A NOSING OF 0 0 -5"X5'-0 0 2"CEILING HEIGHT c� tY NOT LESS THAN SHALL BEINCHES, BUT NOT MORE THAN SANTA LUCIA o SKY L. (N)3 "x 30" A-O6.01 I \ 1.25-INCHES SHALL BE PROVIDED. 48"X 24" w LL� ATTIC CCESS o \ HANDRAIL IS REQUIRED ON THE OPEN SIDE OF THE L — — — — — o N — -MIRWAY7cTA-HAT -OF a4 I ES TO 38 INCHES I I I L — _ J AND SHALL HAVE INTERMEDIATE RAILS SPACED SUCH I N o \ \ I o o THAT A SPHERE 4-3/8 INCHES IN DIAMETER CANNOT M CDw RESIDENCE co I I w�.. N PASS THROUGH.CRC R312.2 EX.#2 AND R312.3 EX. D652&80 z 6'6" #2 I I D51-2480 \ o GAURDRAILIN I o 1 WAL9 I..55 SET N I \ ABOVE F.F. �� —I— \ 10645 SANTA LUCIA RD, '9 0 GUARD SHALL CUPERTINO CA 95014 \ \ I \ HAVE 1 $K,I L. 1 4 Cl) 4'-0° I , o I \ \ INTERMEDIATE 36" 24" M RAILS SPACED 0'-11" \ 8'-8'CEILING HEIGHT SUCH THAT I —�— I J I q I I o A J — — - "CEJLI — — — SPHERE 4-3/8 Q u ��I — — - ca— A A 03.01 INCHES TUNNEL A-03.01 W \ \ I I DIAMETER I I I 4 -I- I / I CANNOT PASS r ATH REVISION TABLE: THROUGH.CR $K L. 2'6' 6'-8"X '-0" \ _ I I \ R312.2 EX.#2 A D I 1 1 I 136">24"1 1 1 STAIRWELL — — — El I I \ I \ R312.3 EX.#2 I I I L _I_ 1 10'-8"X T-0" I I 3'1" D \ j\ T-11" ® \ N = REVISION DATE BY DEP _ r \ / \ I 01 12/15/2021 S.B. PLN I [ SKY L I —� I \ \ W22.2630 W222630 W222630 W212630 \ 24"X 2 L _ _ J I I 02 8 S.A. PLN T-6"�I 3'6" o 03 05/18/2022 S.A. PLN M I o 04 09/07/2022 S.B. PLN N a �^ I ® I MASTER BEDROOM \\ I I / I I 15-0"X7-1" MASTER BATH M 4 EXTERIOR MATERIAL SCHEDULE O 91-01,X 111-81, \ _ v \ °_° I TMP TMP EGRESS ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR W16-4030 W03-9050 DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. — — — — — - — — — — — — — — — — — — — — \- ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL TITLE TYPE INFO 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. ROOF SHINGLE ROOFING DARK CHARCOAL OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- I I I DESCRIPTION OF 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 o W CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED Q o SIDING STUCCO SMOOTH DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. I I I L — — — L — — — — — J SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL GARAGE DOOR C L O P A Y BROWN COLOR VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT I I RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. DOOR A N D E RS O N DOORS BROWN COLOR IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT 3'-0" 4'-0" 2'-7" 3'-4" 9'-0" 3'-6" 4'-8" 2'-6" 2'-6" 2'-6"��2'-6" 4'-4" OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS 9'-7" 15'-10" 14'-9" T-6" DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. 478 WINDOWS ANDERSON BROWN COLOR SHEET TITLE: T SHINGLE N LE ROOFING PROPOSED 2ND FLOOR STUCCO S G OO G PLAN I EXTERIOR MATERIAL SCHEDULE 1 PROPOSED 2ND FLOOR PLAN SC: 1/4"= 1'-0" PROJECT ID: 2103-01 DATE: MARCH. 2021 NORTH SCALE: 1/4" = 1'-1/8" = 1' DRAWN BY: S.A. SHEET NUMBER: GRAPHIC SCALE : 1/4LEGEND :4 INCH = 1 FEET AmOl n O 2 0 1 2 3 4 5 10 15 NEW CONSTRUCTION WALL Community Development Department Planning Division - Cupertino "ANY CHANGES TO THE APPROVED COLORS, MATERIALS, AND EXTERIOR FINISHES SHALL BE REVIEWED AND APPROVED BY THE CITY OF CUPERTINO PLANNING DIVISION PRIOR TO CUPERTINQ APPROVED INSTALLATION/APPLICATION ." Case # R-2022-005 ELCA t rn I ES : Approval Bo%ERM�.WE16A:H& ROOFING SHALL PROVIDED BASED UPON STRUCTURAL AMS Approva I CatLeNGINWHIALCS, Signature Briarine H rk u ha, SKY L.: 48"X 24" DESIGN ase Mana 011MILL _ _..,_ `�ERS OF GRADE "D" PAPER WHEN SKYLIGHTS SHALL BE TESTED AND APPROVED, BEARING A LABEL APPLIED OVER WOOD SHEATHING. PROVIDE WEEP SCREED AT THE BOTTOM INDICATING COMPLIANCE WITH THE REQUIREMENTS OF AAMA/WDMA/ OF ALL FRAMED EXTERIOR WALLS AND SOFFITS. WEEP SCREED SHALL HAVE CSA 101/I.S.2/A440. [CRC§R308.6.91 A MINIMUM CLEARANCE OF 2"TO A PAVED SURFACE OR 4"TO EARTH. SKY L.: 24"X 24" - - - - - - - - - -40 YR. COMP�SHINGLE ROOF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SKY L.: 36"X 24" 26'4"TOP HT. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AMSDESIGN FROM LOWEST AN APPROVED ADDRESS NUMBER ON BUILDING ELEVATION IS PLAINLY GRADE LINE LEGIBLE AND VISIBLE FROM THE ADJACENT ACCESS STREET OR ROAD. THE 4010 MOORPARKAVE#101, NUMBERS NEED TO CONTRAST WITH THEIR BACKGROUND, AND BE A a 3 3 SAN JOSE,CA 95117 TELL:(415)254.1606 MINIMUM OF 4" HIGH, WITH A MINIMUM STROKE OF 1/2".(CRC 319.1) 12 12 E-MAIL:OFFICE@AMSDESIGNLLP.COM 8'-8"PLATE HT. jk - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - COPPER METAL ROOFING, COPPER GRANULE CONTAINING ASPHALT ABOVE F.F. SHINGLES, COPPER GUTTERS AND DOWNSPOUTS,AND/OR OTHER EXTERIOR C�i �Waj1r6wzr ORNAMENTAL COPPER IS STRONGLY DISCOURAGED FOR ALL RESIDENTIAL WITH SC REEN WITH SCREEN �j� C7li BUILDING PROJECTS. THE AFOREMENTIONED COPPER APPLICATIONS ARE J NOT PERMITTED FOR USE ON ANY COMMERCIAL OR INDUSTRIAL BUILDINGS w164030 wz2r2630 w22-2630 w22-2630 w21-2630 DUE TO THE POTENTIAL FOR WATER POLLUTION FROM COPPER EXPOSED 5TUGG0 W03-9050 THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE STORM WATER RUNOFF. (CUPERTINO MUNICIPAL CODE SECTION 9.18.210) PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE 00 REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE / EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE #30 UNDERLAYMENT SHALL BE PROVIDED FOR SHINGLE ROOF AND STUCCO SKY L.: 24"X 24" / 3 3 PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS 12 co io 12 \ 1 V PLATE I I DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR / \ TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN 40 YR. COMP. SHINGLE ROOF ABOV2ND FLOOR DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CRAWL SPACE VENTILATION CALC. : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -` - -�- � N 10' PLATE HT. NEW LIVING AREA:2357 SF. X VENT DIMENSION : (6"X 16") = 0.667 SF. FORMULA :AREA(2357)/ 150= REQUIRED VENTILATION AREA( 15.71 SQF) N � VENT NUMBERS =VENTILATION AREA( 15.71 )/VENT AREA(0.667) = 23.5(24) z I WITH SCREEN I z Z � I IZCie O 0 0 I WOB-5060 o ff D35-60100 W06-3060 W10-3060 W06-3060 I O LU C o w I D02-3080 w i/ I w 1ST FLOOR ATTIC VENTILATION CALC. : ? 12'-3' EleclricalMeler I I 5'-9 < g U m 12'-3"FROM D01-16090 5-6"FROM I U ca PROPERTY LINE TO E4/ :1PROPERTY LINE TO 24"ABOVE FLAT CEILING AREA: 856 SF. > o EXTERIOR WALL o o EXTERIOR WALL I j o NATURAL GRADE FORMULA : AREA(856)/ 150 = REQUIRED VENTILATION AREA(5.7 SF. ) o a N N I o Q F.F.(106'-7") 50% OF REQUIRED VENTILATION AREA(5.7 SF) =2.8 SF. b0 - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - ��73/4"- - - - - - - - - - - - -k - - - - - -- - - ' - - - - - - - - - - - - - - - - PROJECT NAME: Outdoor Compressor Unitit Ent] Ent] Ent] ELL] 6"x1s„ Outdoor Compressor Unit 50% OF THE VENTILATION TO OCCUR AT EAVE/CORNICE LINE, PER SEC.R I NATURAL GRADE LINE(105.2') 806.1 OF 2019 CRC. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - METHOD A:ATTIC VENT( CIRCULAR VENT) co LOWEST GRADE LINE(104.7') VENT DIMENSION : ( 2" ) =0.022 SF. VENT NUMBERS =VENTILATION AREA(2.8)/VENT AREA(0.022 ) = 129.6 RESIDENCE 50% OF THE VENTILATION TO OCCUR AT A LEVEL 3-FEET ABOVE THE EAVE/ CORNICE LINE, PER SEC. R 806.1 OF 2019 CRC. METHOD B : EYEBROW VENT 10645 SANTA LUCIA RD, VENT DIMENSION : (EYEBROW VENT) 6"X 12" =0.5 SF. CUPERTINO, CA 95014 VENT LINEAR=VENTILATION AREA(2.8)/VENT AREA(0.5 ) = 5.7 (6) 1 PROPOSED FRONT (NORTH-EAST) ELEVATION REVISION TABLE: Sc L REVISION DATE BY DEP 2ND FLOOR ATTIC VENTILATION CALL. 01 12/15/2021 S.B. PLN FLAT CEILING AREA: 1501 SF. 02 03/18/2022 S.A. PLN FORMULA : AREA( 1501 )/ 150 = REQUIRED VENTILATION AREA(10.0 SF. ) 03 05/18/2022 S.A. PLN 50% OF REQUIRED VENTILATION AREA(10.0 SF) =5.0 SF. SKY L.: 24"X 24" 04 09/07/2022 S.B. PLN 50% OF THE VENTILATION TO OCCUR AT EAVE/CORNICE LINE, PER SEC.R SKYLIGHTS SHALL BE TESTED AND APPROVED, BEARING A 806.1 OF 2019 CRC. LABEL INDICATING COMPLIANCE WITH THE REQUIREMENTS METHOD A:ATTIC VENT( CIRCULAR VENT) 40 YR. COMP. SHINGLE ROOF OF AAMA/WDMA/CSA 101/I.S.2/A440. [CRC§R308.6.91 VENT DIMENSION : ( 2" ) =0.022 SF. 26'4"TOP HT. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - VENT NUMBERS =VENTILATION AREA( 5.0 )/VENT AREA(0.022 ) =227.42 FROM LOWEST GRADE LINE 50% OF THE VENTILATION TO OCCUR AT A LEVEL 3-FEET ABOVE THE EAVE/ CORNICE LINE, PER SEC. R 806.1 OF 2019 CRC. a 3 3 L12 METHOD B : EYEBROW VENT 12 VENT DIMENSION : (EYEBROW VENT) 6"X 12" =0.5 SF. AB PLATE Hr. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - VENT LINEAR=VENTILATION AREA(5.0)/VENT AREA(0.5 ) = 10.0 (10) ABOVE F.F. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR STUGGO WITH SCREEN CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT W20-2!fl VV1 3-2626 W1 3-2626 PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL W14-8046 SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. VENTILATION NOTES : °O OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- - 3 40 YR. COMP. SHINGLE ROOF DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR BOTH METHODS A & B SHOULD BE DONE BY CONTRACTOR. 11' PLATE HT. / E 12 \ \ WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE -ABOVE F.F. / \ CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED o \ DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND NEW VENTS IN CRAWL SPACE DOES NOT INTERFERE WITH ANY BRACE F.F.2ND FLOOR M \ DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. WALLS/SHEAR PANELS. / / `� � _ - - - - - - - 3- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ - - - - - - - - - - - - - - - - SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL / - - -v- - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO / N �� COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT / 10' PLATE HT. - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. / ABOVE F.F. \ IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT ___ -- - - - OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE / - _ - - - - -- -- - - __ _ N \ FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS - _ - - - - - - �- �I DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS WITH SCREEN I DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. Z I WITH SCREEN GAURHEIGHT:DRAILIN3 6 W18-3030 WITH SCREEN I Q w J Z I o W12-5040 ABOVE F.F. Q } SHEET TITLE: Z � w o w ° ° 177 ° ° PROPOSED iy D14-16080 '� D45-6080 D15-6080 w Y? 0 24'-9" ? o Q 24'-9"FROM 6'2„ Q J b LPROPERTY LINE TO ELEVATIONS E Q 24"ABOVE PROPERTY LINE TO � Q Um 5 FR M Um u, w EXTERIOR WALL w Q NATURAL GRADE EXTERIOR WALL > o q Q MF.F.(106-7) I o Q 20 o � - OutdoorCompressorUni OutdoorCompressorUni PROJECT ID: 2103-01 NATURAL GRADE LINE(1052) LOWEST GRADE LINE(1047) - - - - DATE: MARCH. 2021 0 SCALE: 1/4" = 1' DRAWN BY: S.A. SHEET NUMBER: 2 PROPOSED REAR (SOUTH-WEST) ELEVATION AmO101 SC: 1/4"= 1'-0" Community Development Department Planning DivisiV iun' 'HANGES TO THE APPROVED COLORS, MATERIALS, AND EXTERIOR FINISHES SHALL BE REVIEWED AND APPROVED BY THE CITY OF CUPERTINO PLANNING DIVISION PRIOR TO INSTALLATION/ CUPERTINO APPROVED APPLICATION ." Case # R-2022-005 Application Number(s) Approval Body: Director Approval Cate 09/14 2 MS Signature Brianne Ha kousha DESIGN Case Manager SKY L.: 48"X 24" SKYLIGHTS SHALL BE TESTED AND APPROVED, BEARING A LABEL INDICATING COMPLIANCE WITH THE REQUIREMENTS OF AAMA/WDMA/ SKY L.: 36"X 24 CSA 101/I.S.2/— — [CRC§R308.6.9] 26'4"TOP HT. — — — — AMSDESIGN FROM LOWEST GRADE LINE 4010 MOORPARK AVE#101, 3 SAN JOSE,CA 95117 a 3 12 TELL:(415)254.1606 12 E-MAIL:OFFICE@AMSDESIGNLLP.COM 8'-8"PLATE HT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE F.F. WITH SCREEN WITH SCREEN W04.4030 W02-3046 W01-9046 THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH z11 L_ 60 THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE 3 00 PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE 40 YR. COMP. SHINGLE ROOF 12 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 40 YR. COMP. SHINGLE ROOF 1 1' PLATE HT. DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR - � _ TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN 3 o i�ABOVE F 12 K' N 3 F.F.2ND.F.FLOOR DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 12 - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - — - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - �- - -- - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �— - - � `" 10' PLATE HT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE F.F. GAURDRAILING HEIGHT: T-6"ABOVE F.F. 0 STUCCO - 0 W06-3060 W06-3060 0 M 24"ABOVE 0 o NATURAL GRADE N N F.F.(106-7 - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - PROJECT NAME: 3/4" 6"X16" 6"X16" 6"X16" 6"X16" 16"6"X16" 6"X 6"X16" 6"X16" 6"X16" 6"X16" 6"X16" 6"X16„ Outdoor0ompressorUni yOutdoorComjrressorUnit MAX. RISE=7 NATURAL GRADE LINE(105.2' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LOWEST GRADE LINE(104.7' SANTA LUCIA 0 RESIDENCE 10645 SANTA LUCIA RD, CUPERTINO, CA 95014 PROPOSED RIGHT (NORTH-WEST) ELEVATION REVISION TABLE: 1 SC: 1/4"= 1'-0" REVISION DATE BY DEP 01 12/15/2021 S.B. PLN 02 03/18/2022 S.A. PLN 03 05/18/2022 S.A. PLN SKY L.: 24"X 24" 04 09/07/2022 S.B. PLN SKYLIGHTS SHALL BE TESTED AND APPROVED, BEARING A LABEL INDICATING COMPLIANCE WITH THE REQUIREMENTS OF AAMA/WDMA/ SKY L.: 48"X 24" CSA 101/I.S.2/A440. [CRC§R308.6.91 264"TOP HT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FROM LOWEST.GRADE �3 40 YR. COMP. SHINGLE ROOF 12 3� 12 8'-8"PLATE HT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE F.F. AL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY DISCONDITIONS THAT AFFECT O WITH SCREEN WITH SCREEN WITH SCREEN WITH SCREEN CHANGE THE HEE WORK PANCIES DESCRIBED INANDC THE CONTRACT DOCUMENTS SHALL W04-4030 W16 4030 W16-4030 BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT W05-9044 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. 0o OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO 3 ifl 3 1 1' PLATE HT. CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR 3 N 12 v v v 12 40 YR. COMP. SHINGLE ROOF WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE 12 M , ABOVE F.F. CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED F.F.2ND FLOOR DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND � DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. i — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- — —— — — — C° VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 10' PLATE HT COMMENCEMENT OF THEIR WORK FAILURE TO DO SO SHALL NOT — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE F.F. RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT GAURDRAILING OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE HEIGHT: T-6"ABOVE F.F. FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS 5TUCC0 El DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. W11-5040 W19-6040 � o SHEET TITLE: WITH SCREEN = o� � � o _j I CD �W PROPOSED l 1 I l 1 I W09.6040 co GAURDRAILING Electrical Meter Electrical Meter M HEIGHT: T-6"ABOVE F.F. 24"ABOVE ELEVATIONS v v M D47-3080 NATURAL GRADE F.F.(1 O6-7") - - - - - - - - - — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - — - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — - - - - - - - - - - - - - - - Outdoor Compressor Uni 6"X16" 6"X16" 6"X16" 6"X16" 6"X16„ OuldoorCompressorUnit MAX. RISE=7 3/4" PROJECT ID: 2103-01 NATURAL GRADE LINE(105.2') — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — 19 LOWEST GRADE LINE(1047) DATE: MARCH. 2021 0 in SCALE: 1/4" = 1' DRAWN BY: S.A. SHEET NUMBER: 2 PROPOSED LEFT (SOUTH-EAST) ELEVATION AmO102 SC: 1/4"= 1'-0" Community Development Department Planning Division — Cupertino CUPERTiNQ APPROVED Case # R-2022-005 Application Number(s) Approval Body: Director/ Staff Approval Cate 09/14/22 SKY L.: 48"X 24" MS Signature Brianne Harkousha SKYLIGHTS SHALL BE TESTED AND APPROVED, BEARING A LABEL DESIGN INDICATING COMPLIANCE WITH THE REQUIREMENTS OF AAMA/WDMA/ Case Manager CSA 101/I.S.2/A440. [CRC§R308.6.91 26'-4"TOP HT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 40 YR.COMP. SHINGLE ROOF FROM LOWEST SKY L.: 36"X 24" GRADE LINE AMS DESIGN INS 11111171 13 3� Q3 12 12 3� 4010 MOORPARK AVE#101, 12 ATTIC 12 SAN JOSE,CA 95117 9'-2"CEILING BOX_ `� _ _ _ _ _ _ _ _ _ _ _ _ _ _ 8'-8"PLATE HT. TELL:(415)254.1606 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T-6" T-6" ABOVE F.F. E-MAIL:OFFICE@AMSDESIGNLLP.COM � BATH THE MAXIMUM RISER HEIGHT CAN BE 7.75- WaJ17 ALK-IN-CLOSET MASTER BEDROOM INCHES. MINIMUM /C l!� c �C� TREAD DEPTH CAN BE �/ SKY L.: 24"X 24" 10-INCHES. FOR ANY SKYLIGHTS SHALL BE TESTED C, TREAD DEPTH LESS AND APPROVED, BEARING A � Dss-zs8o b, THAN 11-INCHES,A - HANDRAIL IS REQUIRED ON THE OPEN � THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH LABEL INDICATING NOSING OF NOT LESS SIDE OF THE STAIRWAY AT A THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE COMPLIANCE WITH THE THAN 0.75-INCHES, HEIGHT OF 34 INCHES TO 38 INCHES PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REQUIREMENTS OF AAMA/ BUT NOT MORE THAN AND SHALL HAVE INTERMEDIATE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE WDMA/CSA 101/I.S.2/A440. 1.25-INCHES SHALL BE RAILS SPACED SUCH THAT A SPHERE 11' PLATE HT. EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE [CRC§R308.6.91 PROVIDED. on ad Toilet 4-3/8 INCHES IN DIAMETER CANNOT / ABOVE PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS a 3 PASS THROUGH.CRC R312.2 EX. #2 / F.F.2ND FLOOR DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR 12 AND R312.3 EX. #2 / TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN — _ _ L _ _ _ DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. — — — — — — — — — — — — — — — — — — _ — — 3 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 3�— — — — — — — — — — — — — — — — — — — — — — — — — — v — 12 - `4 10' PLATE HT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE F.F. LAUNDRY BATH STAIRWAY BUTLER GARAGE PANTRY PANTRY 0 0 0 0 0 zn CD 2880 0 0 0 D17-2880 D02-3080 fDO F880 Gas Furnace ATER HEAT ®® 24"ABOVE NATURAL GRADE nOutdoor Compressor Unit F.F.(106-7") — — — — — — — — — — — — — — — — — — — — — — — — — LJ— — — — — — — — — — — — — — — — — — — — — — CRAWL SPACE PROJECT NAME: - - — — — — — — — — — - - - - — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — -- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — -NAIURAL-G.RAIIELINE{105.2') LOWEST GRADE LINE(1047) SANTA LUCIA RESIDENCE 10645 SANTA LUCIA RD, CUPERTINO, CA 95014 1 A- ACROSS SECTION SC: 1/4"= V-0° REVISION TABLE: REVISION DATE BY DEP 01 12/15/2021 S.B. PLN 02 03/18/2022 S.A. PLN SKY L.: 36"x 24" 03 05/18/2022 S.A. PLN SKYLIGHTS SHALL BE TESTED 04 09/07/2022 S.B. PLN AND APPROVED, BEARING A LABEL INDICATING COMPLIANCE WITH THE REQUIREMENTS OF AAMA/ WDMA/CSA 101/I.S.2/A440. - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - LRC§U08.6.91 - - - - - - 26'-4"TOP HT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FROM N.GRADE 40 YR. COMP. SHINGLE ROOF 0 ATTIC M 3 3 (N)30"x30" 12 12 A71C ACCESS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 8'8"PLATE HT. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR ABOVE F.F. DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR BEDROOM HAL 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 \ GAURDRAILING HEIGHT:3'-6"ABOVE SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES F.F.GUARD SHALL HAVE INTERMEDIATE RAILS SPACED SUCH TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. THAT A SPHERE 4-3/8 INCHES IN 40 YR. COMP. SHINGLE ROOF °O D38-2880 oD DIAMETERCANN 2ANDR312.3 X. oo OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- CRC R312.2 EX.#2 AND R312.3 IX.# 60 DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR 3 F----_ WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE 11' PLATE HT. CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED 19 12 DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND / ABOVE F.F.M ATTIC F.F.2ND FLOOR DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. / 12 / SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — —/ VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO — — — - — — — — — — — - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ' — PrT�IC— — — — — — — — — — — — — — — — — — — — — COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT co 04 10' PLATE HT. RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT ABOVE F.F. OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE a 3 ENTRY FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS 12 KITCHEN &FAMILY _ _ _ _ _ STAIR AY DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. Gla slsland ood _ _ _ _ SHEET TITLE: GAURDRAILING HEIGHT:T-6"ABOVE — — — — — o = o F.F.GUARD SHALL HAVE CD PROPOSED INTERMEDIATE RAILS SPACED SUCH O — — — — — W06-3060 O THAT A SPHERE 4-3/8 INCHES IN 7 I— METER CANNOT PASSTHROUGH. NZ CRC IX.#2 AND R312.3 EX.# 10080 LU I at Y-Side SECTIONS 4 24"ABOVE Max.Rise-73/4" NATURAL GRADE F.F.(106'-7") — — — Nasir =o.7s" _ _ _ _ _ _ _ PROJECT ID: 2103-01 NATURAL GRADE LINE(105.2') DATE: MARCH. 2021 - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — CRAWL_SPACE - - — — — — — — — — — — — — — — — — — — — — — — — — — - - - — — — — — — — - - - - - - - - - - - - - - - LOWEST GRADE LINE(1047) 14 SCALE: 1/4" = 1' DRAWN BY: S.A. SHEET NUMBER: 2 B-B CROSS SECTION AmO101 SC: 1/4"= V-0" Community Development Department Planning Division — Cupertino CUPERTINQ APPROVED Case # R-2022-005 Application Number(s) ApprovalBody: Director/Staff Approva[ ate 09/14/22 MS Signature Brianne Harkousha DESIGN Case Manager AMSDESIGN 4010 MOORPARK AVE#1 01, SAN JOSE,CA 95117 TELL:(415)254.1606 E-MAIL:OFFICE@AMSDESIGNLLP.COM U 40 YR. COMP. SHINGLE ROOF THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH 24'-4"TOP HT. THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FROM LOWEST PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE .GRADE LINE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE 0 3 EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE 3 ATTIC 12 0� 3 PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS 8'-8"PLATE HT. 12 0 12 DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — — — 9'-2"CEILING BOX — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN MASTER BATHROOM BATH ABOVE F.F. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. WALK-IN LOSET BEDROOM W1 WOWO 030 W05-9044 Ba i60 N 00 � � � Sho r[70] I PLATE HT. 0 0 ABOVE F.F. 40 YR. COMP. SHINGLE ROOF F.F.2ND FLOOR 3 122 L Standard — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -�— — 3 121' — 10' PLATE HT. v — — — — — — — — - - 12 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE F.F. GARAGE BEDROOM PROJECT NAME: 0 o � o WO 040 SANTA LUCIA a RESIDENCE 24"ABOVE NATURAL GRADE F.F.(106'-7") � — — — — � EEEEEZZEI F.F.(1 06'-7") 10645 SANTA LUCIA RD, CUPERTINO, CA 95014 NATURAL GRADE LINE(105.2') �. - _ _ a CRAWL SPACE N LOWEST GRADE LINE(104.7') zo REVISION TABLE: DRIVEWAY SLOPE 16% STREET LEVEL as REVISION DATE BY DEP 01 12/15/2021 S.B. PLN 02 03/18/2022 S.A. PLN 03 05/18/2022 S.A. PLN 04 09/07/2022 S.B. PLN 1 C-C CROSS SECTION Sc: 1/4"= V-0" ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY 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. BIRD SAFE CALCULATION : OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- DESCRIPTION OF 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. GLAZING AREA GLAZING WITHOUT TOTAL GLAZING AREA SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL SCREEN FACADE AREA (B) PERCENTAGE OF FACADE AREA VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO SCREEN) p COMMENCEMENT OF THEIR WORK. FAILURE TO IM SO SHALL NOT FACADE (WITHOUT (FACADE LENGHTX601) (/U B) RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. 1 ST FLOOR 2ND FLOOR 1 ST FLOOR 2ND FLOOR (A) 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 FRONT 312 87 116 30 146 4044 ' 3.61 % DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. (NORTH-EAST) (64.7 X60 ) SHEET TITLE: REAR 244 67.5 122 49.5 171 .5 4044 4 24 % PROPOSED SECTION (SOUTH-WEST) (64.7 X60 ) BIRD SAFE RIGHT 36 72 36 49.5 85.5 3075 2 78 % CALCULATION (NORTH-WEST) (51 .25X60 ) LEFT 72 76.5 38 38 76 3075 2.47 PROJECT ID: 2103-01 (SOUTH-EAST) (51 .25 X60 ) DATE: MARCH. 2021 TOTAL 479 14238 3.36 SCALE: 1/4" = 1' N 0 T E S . DRAWN BY: S.A. 1 . GLAZING SHALL BE TREATED IF THE GLAZING AREA MORE THAN 10% OF THE FACADE AREA (FROM GROUND TO 60 FT. HEIGHT) SHEET NUMBER: 2. SEE BIRD SAFE COMPLIANCE (CUPERTINO MUNI. CODE SEC. 19.102.030 (B) & (d) FOR MORE INFO.) AmO102 MEN •- r .. . � mm mm mm • • - - SIZE AREAS (SQF) • • 471 1 • • • O 0 0 MEN r� .�. As - . . NT OF THE WORK IN QUESTION. � � ' ii��r.�r.� � I I ill,. �. — • ■ � • .�. - I I 'i�. . 1 � i� • 1 1 PROJECT NAME: SANTA LUCIA RESIDENCE - II 10645 SANTA LUCIA -D .� CUPERTINO, CA 95014 - f �� }4- `e ice," '-�` 1 r .�• _ .1 r- 4 , r` , Ae REVISION TABLE: } f Y f. -+' t. fr-y" y • 4 ..wc,P i REVISION r BY 1 ■ J - 5 _ •J- IG� .- iF .ti' 4Y Y}■'`. _ ; `�S '` I I S.B. PLN - •wv ` y i - I _ �, �� y .9r�:. + '• kI tip,, }'", s Y + K 4 , '} I I I S.A. PLN Lq Lij IN Ell - 4 _ — _ _ _ --- -� �..a +T -• f *'�+��7�� t - fir' r+_''r'x�i^^"_ - '-� '� ~'I i. � IMF _ t ^r wPr~ '. 117i4• �h� ` .. ir- ALL WORKDESCRIBED IN THE •• . •- y . • . ■ • • • THE EXISTING SITIM UN W F r ••UGHT :- ■ DESIGN'S-THE AMS ■ •ATTENTION , . ELY. .• N• TO DO SO HE SHALL BE PRECEDINGOWN RISK. 7mape eep[ur�MaY 2U19 ®2027 Goop:e Global Temla Privc.Y Report — - • • •• .•` • • •- • •• .IIIIIIIIIIIIIIIIIIA 1.Ill I 10 1 • • 1 • � 1 1 • 1 � , • •- -• •• • DIE I AILS•I- I ME TTOR&AS IF FittT All COMPLETELI •• DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHA -------------- __—MEN 5TUCCO � ==== ■■ ■■■ ■■ ■■■ ■■■■ ■■■■ ■■■MEN r 8 ■ = --_—_ _ _ - --- _-_-_--_- -----_-_--_-- ■■■ ■■■' ■■■' i■■■' __ ■II■ = - - - - _ _ ■■■ ■■■ ■■■ ■■■ --- _ - - ■■■ ■■■ ■■■ ■■■ I® �I IME - - - - --- --- --- -- � , I As 1 1 1 1 �� I � i� ■ ■ ■ ■ ® ■ ■■■■ ill III �i, l '� : I I® � �� ■ ■ ■ ■ - - _ - Y Ili i:i i I i i i = I��I — __ __ - �♦�I�I�I�I�I�I�I�I i�i i i i � ■ ■ ■ . 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THESE PLAN ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH 5> S S 0 0 O G S 0 C I'" - _ roam w I= _" _"I= THEY WERE DESIGNED AND ARE THE PROPERTY F AM DESIGN.THESE - - 0 El- ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ >5 _ e ..x.emr. _nx«,_ _ex,_, i� a„e.,w mm�x,w� � � .� I.agr� o o° a-3:- w »ro »» PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE I! - _.. .. _mww.M ww.w w,w,a.m.aeexe.r.", x.,am.mwm m. .m.gb.m.w —_..,- __ rm..m-- ,." ,roe row >w »m ,. ,m. .em ,m, ,m, .. w" „" ,»" .e wMUMME10,w ,w )6 MS _ _ "°"»°- ° °�_=" _ rw w. -m° _",m. REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE _ m - m m —� 0= —0 =11-11 na"mmw"a.,ma wr.r� w m m m � 0 Ng,_. O EXPRESSED WRITTEN CONSENT F AMS DESIGN.ANY USE OF THESE §g ,a.n,eaae", le:n,® , -- - � a°.^a-"," 0 G w�, i= .,. 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WINDOWS Andersen � WINDOWS Andersen. IIIIIIIIIIIIIIIII PATIO DOORS Andersen. � GLIDING PATIO DOORS Andersen ® PATIO DOOR SIDELIGHTS&TRANSOMS AnderseH. m.13Bw.I��e.atlKDaux.-x.t1d_ ar.mNa ...Iae 1- a.IKmn_. m...wm__„r. MNI..__ ,n_ND,D.rmlgm «I.Nx.ma wN.w _ N.II,�.M _...Ik sere,,, L _ „�s._ _+m.uw m_ -,r, w-wa Y° - FEATURES nooks EXTERIOR INTERIOR I u.v - ...m . sra,u„, swe,r=»w „ ,a 10645 SAN TA L U C IA RD ®"n "®°- auDlxaFa.ID ,«,__`"-` mmw_ ` e_..rM,..,..,I.mex. ., wr», • 1 / • 8 - ,.a e.,,:.,, a ......„w, __.ne m_.e..ne". m..___,mw �' �-- t ; : _ € e Me_. ._m.... ..xwxma r_r . . . -mw=x r _ i Ir 0 PU _ r._ �y� °u U U u U ❑ _,e"°ennrx......._mlMer.r. _�,...,.,_...._.._+..w.�,._.a,»,max .,. nmn .-.._-=m__. aae, _ _..K w... _�. r._ _.:nw . - ___. r.. w_ ,,,, a ere aw n,.�.««..« - mI CUPERTIN CA 95014 1.. „ -: �-.-- _ilk - � 0, _ __ E-*- r a+s�aae, ___. , a. - - �� per ® � o I ,. w ,w _m_,.r ._,_.._.-..-_ ._.._.._-__.,_.e,,..___m_•'---"'_x.w, _j,. ®,o ®� m-'"_ = -o Oo ® O o I�I I�l1 �'1 wawa,,, 9, #§ i� �,w_m, m eue„a HARDWARE FlNISHES wI __]!w ]., ]., _.m__m- _ _ ,w,, _ _a._ ® I»,. „ - .,a - m,e .I. ». •� �, )� � �.I I, " , mL �� ,� ss -;�,_. .- ..-. gym ® w_w.«.ro ..._.« rc, - ....-. wr..m.",wm._. a_,.. _':=„i III ❑ ❑ ❑ ®®®®® W-) ICI ICI - ,_. l��u „ a a a ww. ., w..w ,.r _ w 0 0 ■ ❑ o w„„,ww _ _ .,.,..a,_ ,.._ r„m reea� ,. . ..k „ro ,w » roro m. .m. wro w wro i ____ . �6 0 _Ia.I__ _ _-- ,,,. 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N",D.,k".m m,.eae.,,", ,$ 1.11111'�, 71 m �,� Lim P - ; r l __ w_ ,.m, ,�.� ._.m., § „ ° - - 2 03/18/2022S.A. PLN RAT '"71 __ _—, .- .— - I-- �. I- � 1. � am a,- - .a .-- §. a e . . 9 ❑ ® 0 -LII. yea ._ _..wn,_ --- 1.1 - i,ff_ _ ,m .... . . • ACCESSORIES v,m..., "Dan N.D„r s - i ... wuu+.,._ ,..m..m _ sw a:u -_m. v ..rly.n a,u -r.I+n m u - „_x,.v a:k"a$", - - ii _ - _ _ d _..,.=- _...r._m _--,..._.-_.. n u a__ r.u. mu - w m mm. a _ wm� fnm v..wrw_... ., ,,._„ _•4 u rrr,,.w_... .a „m r_w.. -.,n." .m_.«s.w•..... ss,r a,,,r an,.m.p.._w. ww mm . w ... mw°,nw '. ., w.x_,.,_m_.,rs•. ,ar_r.0_ r^ Illllllliiili .,..,. ,., __.w. n. ,„ ee em a,n 6 open n6 a-"a ,. ., ., we __n..,,xwnwua+ee m"`in", ,u,..mm` r _,e.y_..,. 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PATIO DOORS Ande&K � COMBINATION DESIGNS Andersen. � PRODUCT PERFORMANCE Andersen. � PRODUCT PERFORMANCE AnderseH. � PRODUCT PERFORMANCE And&i§6i. � INSTALLATION ACCESSORIES Dr.m s1a s.=Ia.a"°.. Ewmx '-,em_D.,,,oln, w..n ... - I"-I e, ,.-,....,..,.,w.. _ I°.".aaa-,DDse"e,w"a...a..,l"D._, ,e...__a,,,_,.w..•_.w,,.--,.�—r«, ,a"asaa"D. m,,..,,."m�_,.»-w,.,,"pn"w:._:.®' � e � e Andersen*windows and olio doors make it easy ..,axm.,..,,m.. - P Y to create a wide varlet of combination designs. L 1� m .� ..-.na, am.n.mxe_x,x..,,a_. .11 . D_ -,,,,, 1 _ _.xa,._.--ww n�_ # - - t w _ _ w. -m_-.n=r_,.._.._m,m,.-_-n_.- . t: L --- „_ �- m _ »„ + rw.w ae,w�x .e~x .,.,.aw.,w, . . « ., w . .w m.._.w. _.Kr.r, _ �w. -. ,.,.awe», . . « . ., « �,m, ..,,� « ,.,._, . . . _ _ w..rw«.,,,,.w_..x. , - - - Iw �. §� Dn.wm krw. 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Lo s CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENT HALL _ - �" r G SS 0 . ._m_-_w.m An ..re_. >m. .. t" derseH� - � �' " ^^a••m^^^.m - - - ^ INSTALLATION ACCESSORIES FOR INSERT WINDOWS .,r__ ...___r.m»m _ BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT �l _- rmn�..,w ... ,._rrmea^a ...mn x.,.,.,we„ . . m „ . ,.,.,.,w,m,. „ . :o :o rex a 9 _- 3 ) )m ..,. PR EED W H THE W RK IN THE AREA F DI REPAN IE NTIL ALL ® - - a a _ DO ww wm.a OC IT 0 0 SC C S U .,+,ea _.... am,,_,am a,m )" _ Drwl Der mna .aNmm_ ,..w .wK„_ H DI IE ARE RE LVED E NT T R H E _ r __ SUC SCREPANC S SO IF TH CO RAC 0 COOS S .,.,..wmm. ,D . . w . . 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W q °IVYDIv1A- + I I ®1 - m' _ CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS OR [ ® - - s _., ""°°""""" "°m`-"""' - - - -` , .r _ - ro ..._• `" WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE , _ _ _ _. _ _,.._ i __ -..,a , �o - CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED r - �" re.e,..^ ^,,.,,rear.. .... .,,_..., _.x e.,. .w.-m w_ .ee. - DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND �� I � w� Id -_rME] ❑ rmr I_ m ( - - DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. - o� !a 0 wm. _.- _ rmm-._ __.mx. �_,,._..<.._. -m_. _,..,...., »_ .__ _ e. _ ._ _.._ .. .re•.^",wm ^^..,.a, _^,._ ,_.., -._ -- _..__..•.,,.me°.°.,.. . _.n __ _ +,w__a,ma.»,.an__ - _ == - -- -- ---- SITE CONDITIONS:ALL CONTRACTORS AND SUB CONTRACTORS SHALL „ m. - - ,.a "" "" _"`""°"'°"""""_____ - ,« - - VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT Andersen INSTALLATION INFORMATION y 4o�M RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. ANDERSEN" IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT �.... w°•°°°°` OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE INSTALLATION INFORMATION a`-�.-,^- Andersen,windows and doors can make significant is a-Ilar,.wa ,=a° contributions to the success of sustainable design strategies. PDF NAVIGATION TIPS Add addson.I na9dd-,00i,by aaeetng me aera,nt settng,In A-bat. FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS wpill,B-anaednaggadenroo,ava,me ntb,PDF._t DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS + u Wmpe'tps on PDF nav'ga['on.B oubegn be sure youare us ng lM1e a[es[ves on ofm ©© .m+_mam.v moos as eersnanEneroane Enxronmenu DesNl Ime rva,mm Green Atlobe Acrobat Reatler DC oval afbet s//et adobe com/reatlar e-,...._ma_.a,aem__.,-+mm ,_._. ..^,. _,.-,.m _ _ __ „" ,d..,g,..p"»D e",a,abm" © DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. .^._aaw,..^o_u,. .-a^""°' .w_e„zmu ree^'�tlnp1n"n" -�-- ree To wattM1a3-minute tutorial on naWgaNn9 eatalo9 PDFs,go M:htt s://o tu.ba/sWWnYn60N3 "D-T I .^. - syaM.N ,..-wwn_er aont"o.r m 0 _ xui...w^1,= _ ,rv.^n^ .area m,w,ms_uw ._ae _� e=. a_,mm�wa. e.EEED.Im-x.«.g EEED.3 IEE I..-,....t de.,..�m_n "° [n..s.ax_Al .H.v q., . -,�..., :Oum_ .....,-m ...mw.wE_nm_,Ia»I.,.n..-., a-, __ o_- SHEET TITLE: r.,.._,roa.mw_.,rw.a .— _,•_ THE ENVIRONMENT _ g ,d_abm,n.I.aaake—w, .^ —=_�.rw� _ .m.a^ klgnEanaen,a,naarmw,areaaaeam HAS A BUSINESS PARTNER °" ""° "Ease.,aDED"aaa",D.kD O O zz 6 ,wmm..erxr,a.. .kDk..,DkkskavwDka wDE,I s.M E.wak ssa ..,.o.,.,a,. ,ga.Pe.me PD,. k+BaR EM n„nam.e,uxro= go - ©-,00 Ore OO O_.m R r,_n._r,,. x°,�.,�m,y s,.a m mr. �mn..--a w, __ m mown= .-a.,»_rvm. a__+°._. __ _ nm,¢em,gea„m„ma„ .m " a._..,.=.r�- am wEnenae. m,me malm _„ e� �� — _, r -- :L ,t, BIRD SAFE SPECIFIC mma.ea.. - ,e i tIA ne P,.m R Ary000 _ KmoT 9D.?«_ .. *_ :i4_=_ ^,^,_..uw.a.w.^n .nn-_m w=_c. ,mx m, w„wemml �� asaW,'edw 41�.1_-4- rxm.« ® IOWDMA _ mwa mw.ww,r _ ,. - ,wwa,. .. ,rw_,ea.w .. . 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SHEET NUMBER: Am05n02 C mmunity Development Department Planning Division - Cupertino CUPERTINQ APPROVED Case # R-2 Applicat n Number(s) Approval Body: Direct /Staff / Approva I Date 09/1 22 LEGEND: Signature Brianne HE kousha I AC ASPHALT CONCRETE Ca Manager I BC BUILDING CORNER/ BW BACK OF WALK NEW CB CATCH BASIN RESIDENCE CMP CORRUGATED METAL PIPE CO CLEAN OUT CRN CROWN DW DRIVEWAY 116 / EC EDGE OF CONCRETE / � EM ELECTRIC METER N.44°58'00"W. 1 87' EP EDGE OF PAVEMENT 1 1 6.08 - FG 1 15.77 - - - - - FCOR FENCE CORNER 10645 SANTA LUCIA ROAD F� 121 �� FD FOUND CUPERTINO, CA 6 C F 119 o FF FINISHED FLOOR 4--;�_„� +�' �� C) �� C)9° FL FLOW LINE APN: 342-17-041 TW114.8 0' o° FH FIRE HYDRANT TW115.0 FG �° W114.0 +N� +��D ° �0120 121. BW114.7 °N� TW114.6 0 117 118 �� / C FW FRONT OF WALK 115 BW114.12 c�� / 0 5 10 20 G GROUND NNf? N 116 � GC GARAGE CORNER 32"PINE I G� �N Wq GF GARAGE FACE/FRONT 113 +° +�� c ,.�' \ GFC GROUND AT FENCE GM GAS METER W E C 114 FG 112.31 / +��' ob HCR HANDICAP RAMP & A S S O C I A T E S \ INV INVERT TW113.3 LW 1 3.4 �� 114 \ IP IRON PIPE BW112.3 BW 12.4 TW113.3 JP JOINT POLE 2625 MIDDLEFIELD RD#658 3 � BW112.6 - 113 LG LIP OF GUTTER PALO ALTO CA 94306 �I � TW 111.6 --- � , ( ) GF r 1 a.1 GM �� BW110.0 TW111.2 TW111.1 �+/ 0/H OVERHEAD « TEL: 650 823-6466 a ° +�N BW109.8 BW109.8 +/ \ \ PC PROPERTY CORNER FAX: 650 887-1294 O112 OAK RW RETAINING WALL ( ) 1 12 O a�� SL STREET LIGHT 6"TREE " + \ SSCO SANITARY SEWER CLEANOUT Fo 1.98 R�A�N�NG G 111 \ SSMH SANITARY SEWER MANHOLE EC111 0° 10645 SANTA LUCIA ROAD +�°�. WqL / F \ SDMH STORM DRAIN MANHOLE 10 85 tD �° EXISTING HOUSE 0 l� TBC TOP BACK ROLLED CURB 1 10 50��o�Q o UPPER FF = 115.42t TW111.8 BW110.2 c+ TW111.6 0 �° TIC TOP OF CURB LOWER FF = 108.18t �� N\ 6109 TOB TOP OF BANK ,o� �+�� BW109.6 +Goy \ \ TOE TOE OF BANK a ° o� / TW 111.2 TP TOP OF PAVEMENT GFo EM �o ��. ;� / G BW109.6 TRC TOP OF ROLLED CURB 110 0 , cb� �Go�o �P108 \ TW TOP OF WALL Q5 N \ U/G UNDERGROUND ° a `� 8 VCP VITRIFIED CLAY PIPE 109 I +NI:p / WV WATER VALVE +�'o� / °� WM WATER METER BOX CD °° . �� 4''TRE �o 107 Q �� ` \ -CTV- CABLE TELEVISION LINE CD o SSCO -E- ELECTRICAL LINE C)N CD �� G ��° �° \ -G- GAS LINE 108 0 ° + o -SS- SANITARY SEWER LINE -SD- STORM DRAIN LINE LICENSE STAMPS AND SIGNATURE o 106 \ -T- TELEPHONE LINE +�e°� 00 0Q ��o a 4 �o \ -W- WATER LINE 107 ° o ° -P �� 4"OAK \ °o�� o°+o q ° ° ° 7"TREE +"°0 / BASIS OF BEARINGS THE BEARING N44 58 00 W OF THE CENTER �' •RA 105 � 0 o LINE OF SANTA LUCIA ROAD, AS TSHOWN ON _ <C' 33"OAK a ++o` \ THAT CERTAIN MAP FILED IN THE OFFICE OF V 106 G'ROSS� AREA = 10,087±SQ.FT. \ THE RECORDER OF SANTA CLARA COUNTY, 1 fiREE STATE OF CALIFORNIA, IN BOOK 793 OF P NET-AREA o 8,819±SQ.FT. � \ L.6235 �� O , MAPS AT PAGE 24, WAS USED AS THE �'� +�e°� O 2"TREE W +o�� a �e �o� a ° �� +�� / 104 \ BASIS OF BEARINGS SHOWN ON THIS MAP. 9DF CAL�F� + -k a a o 0 7'TREES o w \ - - - - 105 +G°�° o ° "o. BASIS OF ELEVATION ¢ ° ` TBM ELEV=100.00 (ASSUMED) - - - - - 104---- _I 2„TREE °° °D° ° a° boo CAjTU 103 \ \ ISSUED "TRE +`)°�� T 0 '\° IIAY o�� ° UTILITY NOTE No. Description Date 0 103 �p 7"OAK/ FG UNDERGROUND UTILITIES. SHOWN PER ° SURFACE EVIDENCE AND RECORD MAPS. IC G °� �o� 3"SHRUB ` S SHRUB 102.62 °a / o� 2'TREES o� 102 \ +�eo�� MAY BE DIFFERENT THAN AS SHOWN. o SSCO`� �0 o�� - \ BEFORE EXCAVATION, CALL UNDERGROUND 0/H UTIL ° 102 P POST 0/H UTIL o/H UTIL +�°1 . °2.03 ° °o ° ° ° a SERVICE ALERT (USA) 1-800-642-2444. � � e o Q M ° SIGN a a° ° °101 a � Q \ NOTE: ° °1 ° ° a a ° T/ 1 01.6 oQ �o� Q �� Q � 1. MEASUREMENT OF BUILDING LINE IS TO I 101.56 ° FD SPIKE 1�� N.44`58'00 EP 59 ;� ° a ° a +oo� \ THE FACE OF STUCCO OR SIDING - � - +� + D SPIKE TO MON 79.15' PER 793-M-24 �� FD MON ` DATE: c o�� °moo �� +�� 101 TOP OF IP MARCH 20,2021 �o� �o oiy / EL=100.00 SCALE: 0714 ° 16 RWD 111=10' o� +�o ° a -0 DRAWN: MHO°� SANTA LUCIA ROAD BG \ �Q �° \ - 20 RWD JOB: o/y \ f 10078 \ ` /FH °°�® = /SEWER SHEET TITLE: '1/0� - - - - - - - - - - - - - - - - - - - - - - - - - X/° �° �e �� ' BOUNDARY& TOPOGRAPHIC SURVEY SHEET NO. JP • FD MON • co WEC Co munity Development Department Planning Division - Cupertino CU ERTINQ APPROVE • • Inverter Technology Fast Installation MODEL NUMBER NOMENCLATURE STANDARD FEATURES AND ACCESSORIES DIMENSIONS DIMENSIONS(CONT) CLEARANCES Case # R-2 022-0 0 5 The inner(,drive.wmp.,wr is designed he tan At.talon,input This compact ductless system is simple to install.Only wires and Table 3-Dimensions power frequrncies(Hz)which controls the w.p.R-'s motor speed. piping need to men between the indoor and outdoor units.These units Table 1-Features Outdoor Units Air inlet OUTDOOR UNIT Eat.Of hostallaeon 37.2 946 Even Tem tare-The control ka e,includin the inverter, are fast and easy W install ensuring minimal dismption to customers in % MB R 8 Q % A A 3 UNIT SD:E 36K UK A Application Number( eef8 r8C g g LOwVoltageC°ntras S Crankcase Heater _ _ �E monitors fe outdoor and indoor temperatures as fey relate to the homes or the workplme.This makes the 38MBRB systems the Comfort Features Height in(tam) 31.89(810) 52.48(1333) _ _ _ + selected indoor set point and adjusts the compressor speed to match equip.rnt of choice for retrofit applications. Mi Control $ The crankcase heater is standard on all unit sizes. Width 37.24 948 37.48 952 1-I I ,he load and keep the system operating conli....sly.,he,Ihan %-OUTDOOR UNIT CroRmwd Fu in(men) ( ) ( ) AUW Remart FuncBon S A p p r o v a I Body: D i re eto r/ Staff cycling and creating tempemWre swings.This trans a s te higher Simple Servicing and Maintenance Auf Chan eo er S Base Dan Heater Dep h n(tam) 6.14(410) 18.M(415) P ro d u et Data wmfOrt levels for the occupants. Removing the tap panel(36K)or side panel(48K)of the outaoo.uni[ g Operating Walght Use(kg) 155.42(70.5) 219.14(99.4) Rapid Pull Down/Warm-Up-Comfort is increased by the inverter provides immediate access to the control oemptatm nl,pfoviding,he VOLTAGE Ena Sevin Features The base pan heater is standard on all unit sizes. 09/14/22 sem MO=MODEL J=2%30.1 0 4IFHDri en ed.(Hssoa S Shipping Weigh b8(kg) 66.23(]5.4) 248.12(113) B ArovaI ate INDUSTRY LEADING FEATURES/ system,ability Stampupthe compressor speed enabling the sysm ,cctecW,iaanm,ebb 1°adition,theieca.pomembig&ahete ne afeF Healing Motle(Heating Setback) S Lpi.Line Pipi.9L.n9tn p p [o reach[he user selected room fempe.ture se[point quicker. troubleshooting process.In additioD the d.w-iWu design of the Shipping Haight in(tam) 34.45(885) 30A5(885) Safety Antl R.ID A, S BENEFITS outdoor unit means teal din accumWales on the oubide surface ofNe Piping Flexibility up,o a total piping lengtu of 213ft.(65m). Shipping Width in(tam) 42.91(1080) 42.81(1090) I I Humidity Control-Running the system for longer periods add 3 Minute T.e Delay Far Compressor S continuous) the Coen d enhances the numidi coil.Coils can be cleaned quickly from the inside using a pressure BYSTEM TYPE H'h Com Diad,a Te .tyre S Shl i Da h in 19.89 Signature Brianne Harkousha AMITS,EN RGYSA INGS AND COMP ET Yv°rying pressor spec ty R=OUTDOOR g pre%oa rye tape pp ng pt (tam) (500) 19.89(50°) I=1 - - =1 C O DESIGN . _ LIMITS,ENERGY SAVINGS AND COMFORT c°n,roL 0,theidoorunis Over Currentrobom nter Compressor $ 1 on the indoor units,service also,com,c des expense y reduced due Low Voltage Protection S I _ %- The 38MBRB series ductless hed combination often outdoor Individual Room Comfort to readil ble filters.Also,error codes are oils la ed[o alert the VARIATIONS Com resew Ovedoatl Protection S 8 /- \ systemisamam ymcessi p y p Case Manager �jy =a V coodonsing unit and An indoor fan coil unit connected only by.frige.nt Maximum wmfon is provided because each space can be controlled user to certain system malimexions MAJORSERIES A=STANDARD COmpreBsor Over Current ProteNOn $ "'11C,Div' „ Wbingandwires, individeallybasednothewagepattem. IPM ModuleProtedi°n S ® 7AOH AirODtlet ul(11�� 011IIIIIiIIIIIIU� Built-in Reliability UNITTYPE ® {� e-,y., The ductless system permits creative solutions for design problems such es: CorMeneer High Tempe.Wre Protection in Cooling M°tla ) I • Add-rns l0 curtent space(an office or family room addition) LOW Sound Leveels Ductless system indoor and outdoor units me designed to provide Q=HEAT PUMP Aluminum Hydrophilic pre�eted fins $ o "s�/�' • Special space requio mems Wnen n e is a con m,ductless systems are the answer.When years ofumble-free operation.Both the indoor and outdoor uni(s are Eases OFS-loe And M.I..n.... o Fig.5-Clearances wand ordinances and 1..i bo.demand f i e proec processor sa:a,TLCSPACITY MA BE COUMBTIEDTO HEOIU UNITS THAT • Wd,..ic rcemich i..ad have Go d.c-,re heated by proximity gh quieope.,, soil t tad Wil.1wrfe.icro pet AesmomW % Diagnostic¢ S conditions,fe unit s, d an ertor code a Inverters [ 3 TONS CAN BE CONNECTED TO THE OUTDOOR UNR Table 4-Clearances - hydronic or electric heat and have no ductwork [he 38MBRB unit is,he right choice.Wi[M1 the inverter technology, ops an ppears. ys ems 48-4 TONS A=1 LIqu10 Line Pressure Taps S m eT ® _ -I O • Historical renovations or any application where pcesming Use these units run at lower speeds most of the time rewiring in reduced provide additional reliability due to the wit mart.This refe.to Us, APP.G.U..Flulblliry b CO aaa 1 _I UNIT MINIMUM VALUE in.(tam) A M S D E S I G N - -y look of the original structure is wtortial. sound I¢Vels. ability of fe inverter to start the compressor motor using reduced Crenkcaae Heater S oGpp in ® -- L 1 - 3.3 85 p 24lm) Advanced system co.p....is ftempo.te innovative technology to voltage and reduced current.This feature is beneficial from an Base pan Heater S `O Ll 24.9 633 g 24(810) Fig.1-Size 36K provide reliablecooling and heating performance.low round level.. Inverter Technology-Enhanced Economical electrical standpoint(eliminates current spikes)as well as an ove.11 O0 0O N1031 reliabili rand t due to reduced stress oo all associated s tem LEGEND ® 17b(448) C 2A 610 Operation ry. poW yb - � - ( ) s-Standam c nrnm. D 4 101 TABLE OF CONTENTS DucAl '.''hwosi are inheredtlyechm.gaitonpemsimcdiviair i °tap° u.°nm•AHalc.,nae SP� A-Accessory :` 14236t ( > 10 , naaaka4�maaa ,117 4010 M RPARK AVE PwOe r.a.bareneaaaaraaaleaamlywnrnregwrea,amabimectneairib ,a. L,2 .. H 4(101> SAN JOSE,CA 95117 Agency Listings ,,,,epetiv,,,,,,, 17.91 455 339 INDUBTRY LEADING FEATURES/BENEFITS........................3 delivered directly to the space,throe is no need l0 use additional Pwa^ro,..wom„ C US ACCESSORIES � .rrtr a ram, 6 MODEL NUMBER NOMENCLATURE......................................3 energy to move the air in the ductwork.This economical ope.lion is All sY„ems are listed wiN AHRI(Air conditioning,Hea,ing,and aowlk.aa^tomeule.p r- _ - A w �b NOTE:The outdoor unit muss be mounted at lent tin(SOmm)above the maximum anticipated snow depth. STANDARD FEATURES AND ACCESSORIES..........................4 enhanced further when the inverter syete.output matches the load Refrigerationlmstiwt)andare CSAce,tifedper UL19956fmdmd. „°"„"a^,ana.°",.°.,.A Table 2-Accessories rl/ 16.15 i ¢ m TELL:(415)254.1606 N! DIMENSIONS.......__..._............__...__...__..._...__.......................5 resul,inginamoreeffciemsyslem. OumoorUnit gs P Base Rubber p ,� _I_ 2.64(6A E-MAIL:OFFICE@AMSDESIGNLLP.COM Motlel Number e a Quantity par Unit 2.87 73) CLEARANCES................................................................................7 PIu9s RCD PaH No. SPEC-'SCAT[ONS..........................................................................8 Easy-Tn-Use Controls do n MBRsO% 12IIIIIIA10117 5 0 1 39 Q n n m _� COMPATIBILITY...__...__...__..._.....__...__.__...__..._....._.........8 Thesystentshavemicroprocency.based conftohwhichprovide,he 38MBRBs]d8AA3 12800801A00118 5 - `O°1 PERFORMANCE............................................................................9 ultimata in comfort and provide it The user friendly wired and a - Iri e " COOLING PERFORMANCE-AIR HANDLER..........................11 wireless remote controls de the in[erlhce between fe user and NOTE:Base built in with mull 1 Holes for tlrainin '^ J provi pan ti a proper g ,6 \' HEATING PERFORMANCE-AIR HANDLER...........................12 the wilt. during defrost For applications where it is required[o seal U.94(24) �•' _ _ [M1ese Holes,and redtrect,he condensate drain,robber plugs -- ' n e� \ COOLING PERFORMANCE-CASSETTE...................13 are avvlable through RCD orruL< J // (glll"'r��/%/ \�""' HEATING PERFORMANCE-CASSETTE 1q Secure Operation /']//-y/�/�'// ��/,rv/ml//��/,�r. �i��l\IIII, IIIIIIIhIIII�iIII COOLING PERFORMANCE-DUCTED...................................IS Ifsecmi � ( (/t�(/( /(/ /�/#a.L/ V VV �� O�•o°°_w/�9 ry,s An issue,outdoor and indoor units a.connected only by Fig.3-Outdoor Dimensions Size 36K 3.62(92) ''� _ Y2(V/ \V\ y / HEATING PERFORMANCE-DUCTED...................................E 16 through d piping and wiring ni Prevent intruders from crawling ,. COOLINTIONDRMANCE-FLOORCEILING&CONSOLE I7 though and se,kofmall openings.In addition,since the 38MBRB �//j//�� . HEATING PERFORMANCE-FLOOR CEILING&CONSOLE.18 can be installed close to an outside wall,coils are protected from - - Isb lemn)n,m,•m (/ n APPLICATION DATA....................................................................19 vandals and severe weafer. m4tiP.1411(.M '..' '-1 N IDMENUGNS IN(1,M) <,.- m mep4n00mp WIRING ......... ...... .... ...20 Fig.2-SIZa 48K AIR FLOW DATA .. .. ..._.. .. ._. .. . ...21 .dal)a - -.11 m�a ep THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH SOUND PRESSURE AND SOUND POWER ...___ .. ...21 . ,n,,,l te,n0soA NOT.:Magee are far illusmtion pmpases anly.Aduel models may differ SOUND PRESSURE IN OCTAVEBANDS..................._.............21 Fig.4-Outdoor Dimensions Size 48K ;�,,,,;M„ ,� hdna ^�, THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE slightly. FAN AND MOTOR SPECIFICATIONS........................................22 ELECTRICAL DATA.....................................................................22 '"""'" j _,, PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE WIRING DIAGRAMS.....................................................................23 ec'mnswlamwa6rwweleim^. m� veao-.alndaner GUIDE SPECIE[CATIONS.............................................................25 "„,�„w,,,,,„,e b,,,„,�,a,,, ^'"'"°°°° REVISED OR REPRODUCED N WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE m1m;"°° 2°1n„a" PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS ^'gym_ ° DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR �R1.^,a�nema v1e .ani,anm.m.m TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN spa,xmeonaanl,_.haove Rh.momira. Fig.6-Clearances for multiple units DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 2 Speoffien ssugatrocbungoxiMaNnolice. SS-38MBR&02 Sg-38M.N_ Spedfi WnssubjtuWG,angew trolice. 3 4 gpecicaeonssubjeclto I-AR-.topic¢. E-SLIENE42 96-38MBRB-02 S,e Icvt,n,,Ncct c Gc,ai,bMAvR . 5 6 a,,c aA 1i.tv_.pexi_.oa. SS-38MBR&02 SS-38MBR&02 9pece..nss pettochanw.1-ce. 7 SPECIFICATIONS PERFORMANCE PERFORMANCE(CONT) COOLING PERFORMANCE-AIR HANDLER HEATING PERFORMANCE-AIR HANDLER COOLING PERFORMANCE-CASSETTE HEATING PERFORMANCE-CASSETTE Table 5-SpecMcations Table 7-Performance-Air Handler Table 11-Cooling Performance-Air Handler Table 12-Heating Performance-Air Handler Table 13-Cooling Performance-Cassette Table 14-Heating Performance-Cassette SYSTEM SIZE 36 48 Table 9-Performance-Ducted HEATING OUTDOOR CONDITIONS(08) INDOORMODEL MMBAAQSBXA3 48MBAAO48XA1 COOLING OUTDOOR CONDITNlNB(DB) COOLING OUTDOOR CONDmON3(DB) XEATING OUTDOOR CONDITIONS(DB) Ouldoof Model 38MBR8036AA3 38MBRB048AA3 INDOOR MODEL 40MBDQ36-3 4pMBDQ48-3 Model Indeer Voltage,Phase,Cycle V/PWHz 208/230-1-60 208/230-1L0 OUTDOOR MODEL SBMBRBOSBM3 38MBRBQd8AA3 OUTDOOR MODEL 96MBRBQ98AA3 SBMBRBO48AA9 Model Candmerna Cendlyp„a -YF - ° °F 5°F 1YF 19A°F (4T) JYF J-) 60.8'F 3.8°F M,,,, Motlel Indow 3YF -1J°F d°F 0°F 5°F 1>°F 18.d°F 10.8°F J2K %.2°F 44.8°F 5J.8°F Energy Sfr NO NO pig (-2Y -1J°F d°F rF rF lrF 47°F T°F WF IRIF W°F HWF 122°F pig (d0°CI I-%°C) (-20°el 1-tYGI ('15Y) Id°C) (-TIC) HYI (OY) (4°C) p°C) fUrc) COndltb,M -2YF AVF IF 0°F 5°F 17°F 4TF 7YF .11 e5°F 104T 11YF 12YF CGntlltlpns pB (-0Orol(-25°CI(d0°C) (-17°C) ('irt) Id°el 1'7°0l Id°C) IrC) 14°CI 17°el lu°CI Electrical MCA A. 30 38.5 Energy Star NO NO I.25°C� (-2rC1 (- El-) EIM) EWC) (rcl (25•c) (WC) (JS•C) (r) HS'C) (We) DB WB I—(4VC)(41TO)Ell-)EIM) E111) dre) aM) PRIT) PIC) (We) (4VC) (5rC) Gaoling System T s 3.0 4.0 61 M'B TC 14.23 17M 2L00 23.61 25.% 28.M z9.53 30.N 33.0 %.21 41.% 45.46 MOCP-Fuse Rating A. 45 50 Cooling System Tons 3O 4.0 TC 16.13 22.62 %.28 2841 31.12 34.]1 35.M %.15 39.% 38.96 49.]I M.72 Cooling Outdoor DB Min-Mu °F(°C) -13-122(-25-50) -13-122(-25-50) Gaoling Reletl Capacity BWR1 36,000 48,000 Cooling Raletl Capadry BWIh 38,000 48,000 TC I8.49 14.% M.69 43.39 42A2 39.73 36.74 35.1] 39A0 31.90 30.19 19.50 ].66 WF Input 3.18 3.1) 3.18 3.28 3.28 3.16 3.21 3.10 3.% 3.03 3.31 325 TC %M %.13 %.29 41.09 40.95 30.38 35A> M.TA 3z.% %.% 29.15 10.83 i.59 %'F (I-) 89.8°F WE Input 4'2 3.61 3.81 3.78 3.79 3.83 3.70 3.% 9.56 3A9 3A1 3.76 Opeatng Range Cool'lnng Cep.Range Min-hex BWA1 7.380165,660 16.1207671,120 (9.r) (1rC) COP im Us lS3 2.1] 2.% 2.% 2.70 2.M 3.18 3.% 3.67 (21•C) (15°C) SC Met 2],M 28A1 29.43 z8.n 27.]0 %.11 25.62 24.N 23.85 22.80 10.82 7.% (i-) Healing Outeaor DB Min-Mez °F(°C) -22-88(-SO-SO) -22-g8(30-30) C°°Iin Cep.Ran¢Min-hex BWIh 7,560-52,110 15,700-78,700 21•C SC 3].24 32.28 3t05 30A8 30.15 20.89 2].N 28.33 25.21 2d.50 29.89 19.50 ].83 Total Pipirig Lengm ft(m) 213(65) 213(65) SEER 16.7 17.4 Input 2.21 1.99 I. z. 2.41 2.78 3.z2 sat 3.% 4.16 A.. 3.31 z's 4.11 Input 1.57 1.71 1.85 1.91 1.97 2.2. 2.M z07 3.11 3.41 3.70 2.71 I.. COP 1.38 1.M z% z21 2.41 2.81 2.82 2.96 3.29 3.35 3.% A.% TC 19.% 1].% 20.62 23.18 25.39 -et %.99 29.50 32.% 32.81 40.61 44.M TC ,6.79 %.z2 25.% 29.01 31.72 35.31 36.14 %.76 a0.% 40.57 ROW 55.S2 Piping Lift' ft(m) 98(30) 98(30) AIR HANDLER HER B0 8o EER 9.0 9.2 TC 52.21 47.W 47.91 46.72 45.67 42.)0 39.% 38.19 35.96 34.35 32.51 21.00 BA6 Tc %.13 sa. .... ..59 43.65 41.00 30.17 %.W M.% 33.w 31.85 za. 10.28 Piping Heating Rated Capmty(47°F) Btud, 39,000 36,000 DUCTED MA°F Input 3.28 3.2B 3.30 3.39 3.41 3.% 3.33 322 3.20 3.15 3.43 3.37 64,q°F Pipe Connection Size-LiguM In(men) 3/8(16) 3/8(9.52) Heating Ratetl Capacity(47T) Bmh 40,000 50,000 e) ire) gC 32.70 20.M 27.27 28.48 25.19 23.75 23.12 22.14 21.51 2D.91 17.12 Rae I10°C) 75.2°F aza-F Input 3.60 3.78 3.)6 3.% 3.% 3.00 3.87 3.)5 3.73 3.67 3.w 3.92 PI BCOnnedlOn SlZa-$ualOD In(tam) 5/8(18) 518(i6) Heating Raatl Capacity(17°F) BWRI 25,000 38,000 Heating Ratetl Capatary(1]°F) BIWh 27,000 2B,m0 (W°C) It YC) COP 1.% 1.M 1.83 2.N z16 2.M zas 2.e. 2.99 2.% 3.47 3.89 (24°C) r7°C) SC UR,, %.66 32.37 35.22 N.47 32.43 30.15 29.18 27.% 26M 25.15 17.00 8.12 (18•C) P Heating Capacily(5°F) BWIh 25,800 31,500 Input 224 2.02 24 z. z45 2.83 3.27 a.% a.% 4.23 4m 3.36 2.19 % COP 1.36 1.80 2.e0 2AG 2.% 2.72 21 2S7 3.19 3.24 3.70 Type R410A R410A Heating Capacity(5°F) BtWh 29,100 39,900 % Input 1.M 1.)0 1.92 1.9] 2.N 2.M 2.70 2.M 3.18 9.00 3.7] 2.78 1.% 4.14 H88tin Cep.Ren BMin-Mez BWA1 11,810-45.460 15.270-82,780 TC 45.41 41.]2 41.8] 40.83 39.]2 37.21 NAt 3322 3126 29.87 2027 SORB 738 np 1436 1.38 3.39 3.4a 25.% ..92 %.% 2.311 32.14 92.15 39.03 W.Of % % 9 9 TC 1].25 %.74 26.40 29.53 32.29 35.82 36.% 3]2] 11.% 41.00 %.% %.% Refdgerent Chary¢ Ib.(kg) 7.05(3.2) 8.92(4.5) Nesting Cap.Range Min-Max BWR, 11,000-50,520 20,290-63,890 BB•F TC %.78 41.45 43.81 47.22 aB.zB 43.89 40.90 %.5] 37.57 %.t2 W.47 W.t5 t2.9t HSPF 10.4 8.5 HSPF 11.5 10.3 (Y]BC) (1rC) H.18 30.% 38.% 38.1] 35.7] M.N 32.09 31.24 29.81 29.0] 2.4a 23.13 9.29 (z0.5°C) Input 3.% 1.77 2.42 3.31 3.87 3.W (27T) 66.2°F °F Input 3A2 3.81 3.81 3.78 3.>9 3.83 3.)0 3.M 3.56 3A9 3A1 3.)6 hefting Device EEV EEV COP(4]°F) WAN 3.20 2.60 3.% 40 3.51 3.% 3.55 3A] gC %A4 32.56 M.% 3].09 %.35 N.31 32.N 31.% %.51 %.3] 2].OB 10.8] 10.14 20.5•C) Face Area Sq.Ft. 9.0 14.8 COP(d7-F) W/W 3.37 3.00 Inpu, 2.18 1.% 2.1] 229 2.% 2.]4 9.1] 9.46 9.]4 4.10 4.48 3.26 2.12 COP 1., 1.a9 1.]] 1.93 2.09 2.44 2.45 2.50 2.07 2.]6 3.22 3.73 (27°C) (19°C) I COP 1.38 1.M 2.05 2.41 2.81 2.82 2.% 3.29 3.35 3.% A.. COP(1]°F) WAN 2.45 2.08 Input 1.71 1.85 1.99 2.N 2.11 2.41 2.T/ 3.01 3.26 9.M 3.M 2.M 1.90 221 N..ROws 2 2 COP(17T) W/W 2.60 2.50 TC 5].M %.43 %.36 52.N 41,47 47.% 4J.07 42.M 40,06 11,21 11,21 23,11 9.42 TC 11.01 id.81 f7.d2 19.50 21AS 23.92 26.49 2d.92 2).M 27.% N.31 3).71 0,1tdow Coll COP(5°F) W/W 2.30 2.08 (S-) (9 C) TC 4;.83 48.51 48.68 5228 51.M 48.75 45.% 44.a3 42.64 41.19 %.M 29.22 17.% TC 12.fi0 19.09 21.]5 24.% 27.% 31.10 32.01 32.82 %.43 %A9 46.24 51.19 Fins per Inch 20 18 COP(5°F) WIW 2.50 2.19 SC %.% N.8] 33.36 32.]5 30.83 30.62 29.% 20.20 2].OB 26.32 25A5 20.95 0.42 71sT 277 (32°C) (23°C) Input 3.% 2.08 2.w 2.98 3.00 2.07 2.83 2.83 2.82 3.02 2.% 71.-.) 3.83 4.02 4.02 4.17 4A51 4.03 4.f0 3.% 3.% 3.90 422 4.15 %.6°F ]9A°F Input Typ:ula d 8 Input 2.% 2.% 2.30 2.d3 2.]5 2.91 3.37 3.87 3.97 4.% 4.73 3A6 2.25 3C 31.60 33.62 35.19 3779 3].11 35.24 33.15 3228 %.02 29.]] 28.50 21.12 12.99 (22•C) COP 1.20 1.48 1.]6 1.93 2.10 2.44 2.% 2.50 2.07 2.78 3.M 9.]4 (32°C) (23°C) Type RF3l0D3UM 04NDIUM TableB-Performance-Cassette COP 0.% 1.39 1.% 1.75 1.% 22] 2.28 2.40 2.89 2.74 321 3.82 Table l0-Performance-Floor Cellln $,COn801e TC 52.82 52.z4 51.88 5fA0 5fA5 49.08 49.% 05.71 02.78 39.i> W.21 25.80 16.12 Input 1.M 1.90 2.11 2.1) 2.20 2.M 2.90 3.13 3.37 3.8) 3.97 2.97 2.03 Model ESTER ILVG7 KT042OIL VG7 INDOOR MODEL 48MBCO36-3 40MBCQ46-3 9 9.8•F ec .P A..M z2.)8 %.0.9 2..86 3..% 4.73 4.7a 4.82 4).% 8..)8 s.7) 5.27 Campreswf Oil Type ESTER OIL VG]4 ESTER OIL VG74 SC 4011 2.14 zs7 zan 2.96 3.25 36.28 32.M 3.12 secs 2..85 23.% 16.12 TC 15.2d 16.9] z2.02 35.18 3,44 42A2 0.40 A.M 5.59 5.57 59.02 .86 INDOOR MODEL IOMBFQ38-3 40MBF048•-3 (21°C) (1rC) SrF TC 35.80 40.50 4428 45.80 50.05 47.]3 40.81 44.11 40.91 37.97 32.7a 35.05 14.M OUTDOOR MODEL 38MBRBQ38AA3 36MBRBQ48AA3 Input 1.81 2.37 2.% 2.% 3.27 4.]8 5.12 5.% 4.% 3.17 (irL) Input 4.% 4.53 4.85 4.% 4.% 4.73 428 4.83 4.74 5.02 5.2! 42] %6°F WE %°F Input 3A0 3.83 3.% 4.31 4A0 4.% 3.% Oil Chary¢ FR lie. 33.8 47.4 OUTDOOR MODEL 98MBRBQ96AA9 38MBRBQ/BAA9 3..i 2.% 4.W SC 2LOG 92.68 35.71 40.36 36.10 M.82 SS27 Wea 31.45 Was 28.]2 20.77 I— (15•C) zz7 2.44 4.59 4.57 475 Energy Sfr NO NO COP t18 1.4] 1.]6 1.92 2.00 2.51 2.% 2.79 2.93 3.% 3.10 9.60 (21°C) (15°C) Raftl Curren[ RLA 23.5 28.0 EDBryy Staf NO NO TC 57.74 57.18 58.% 58.32 58.37 53.% M.w 50.83 47.86 4l.69 39.13 30.52 21.W COP 1.31 1.53 1.YS 2.27 2.13 2.80 2.% 3.% 3.% 3.53 3.. 4.42 Coaling Rated Tons 3.0 4.0 Input 1.26 1.50 f.7d 1.05 - 1.% 2.73 4m d.40 6.75 425 3.49 2.13 Unk WMW In tam 41.1 1,N5) 40.5 1,030) Cooling System Tana 3.0 4.0 75.2°F 82.8°F SC H.% 43.92 43.4] 43.2] 43.31 41.47 42.10 30.80 38.83 N.N 30.08 23.45 16.18 TC 15.93 z0.% 25A8 28.M 20.% %.8z 37.91 40.)d 43.N Si.M 51.% 50.z0 ( ) ( ( Cooling Raftl Capacity BWR1 36,000 48,000 (?d°C) (17°C) TC 15.50 19.23 23.% 35.d4 3).% 02.80 04.81 48.82 51.27 55.00 59.27 %.% UDk HBiBhI in(tam) 31.9(810) 52.4(1,333) Cooling Ratetl Capady BfT 38,000 48,000 Input 2.% 2.28 2.51 2.W 3.10 2.% 3.41 4.% 5.% 5.]0 5.10 4.18 3.31 MA°F Inpu 3.% 3.% 4.07 3.M 4.05 4.12 4.18 4.20 4.13 4.37 4.56 3.72 TC 41.55 48.06 48.82 5125 55.81 5329 M.18 48.% 48A8 43.53 30.31 30.82 19.81 MAF SRling Cap.Range Min-Max BtuR1 7,590-52,260 14,340-]0,050 qg Ita•C) 75.2°F 62.6°F Input 3.et 3.85 3.% 4.46 4.32 4.61 a.60 4.% 3.87 Unit Depth in ITT) 17.9(455) 17.6(448) SEER 178 1] Cooling Cap.Range Min-Max B,Wh ],5]0-52,150 15,0]0-73,810 Te 62.39 61.M 61.23 Soas 61.02 58.63 RSRS 55.28 52.33 4SM 43.78 35.17 25.69 COP t2S 1.53 1.83 2.00 z06 z61 2.% zaa 3.% 3.20 3.30 9.% (24°C (,7°C) BC 92.% %.N %.90 40.09 43.51 41.fi9 42.% %.% %.% %.% 29.9] 29.95 15.% (18C) 4.% 4.41 4.78 DMitlaor Net Weight as(kg) 155.42(]0.5) 219.14(99.4) SEER 17.0 18.0 80.6°F 66.2°F 4S Input 1.37 1.-1 iSR 1A. 2.58 t.w 2.M 4.18 6.51 4.06 4.38 3.% 2.M COP 1.% 1.55 1.75 2.% 2.44 2a. zin 3.09 3.27 3.M 3.85 4.42 EER 9.0 9.50 2AC) ra°C) W 47.% 4SRS 46.22 46.02 46.06 44.25 W.% a- 39.50 3].20 39.05 %.55 19.39 TC 15.33 M.3z z5.31 27.12 28.88 37.% M.16 41.00 43.32 5).S9 M.87 ROM q, AB Airflow CFM 2,118 /,500 CASSETTE FLOOR CEILING EER 8.0 9.3 ( TC 15.72 19.d5 z3.29 3i% 3).27 d2.09 04.% 40.M 51.48 55.81 59.49 %.57 Sauntl Pressure tl8(A) 81.] 82.9 Heating Rated Capacity(47°F) Bluth 38,000 50,000 &CONSOLE HOetin9 Rated Ceperily(4]°F) BtWh 38,000 50,000 Input 2.19 2A2 2.% 3.% 3._4 2.% 3.% 3.07 1.40 S.M 3.20 4.32 3.43 %°F I.Pa 3.50 Us 4.06 4.07 AAA A.% A.% A.M 4. A.. S.M 3.M TC ..82 51.13 M... %.32 ROM SSRI ..% M.75 51.55 AS.% 43.36 MS. ..% MIT (20.5°C) 80.8°F 86.2°F Input 3A2 3.% 3.09 4.M 4.82 4.81 4.60 4.78 3.% Heating Raftl Capacity(17°F) BtuR, 22,000 29,000 TC 71.12 70.M 89.% 89.70 89.75 8].38 80.20 M.Of 81.08 50.07 52.51 03.90 N.02 BC 95.35 %.]7 41.62 42.)0 46.01 W.25 44.92 41.51 %D9 36.85 32.89 27.06 10.W 120.5°C) 4.M 4.47 4.43 Heeling Rated Capacity(17T) BtWh 22,000 29,000 COP 1.z8 1.% 1.09 1.W 2.03 2.M 2.58 2.]8 2.8] 3.12 2.85 3.% (27°C) U9°C) Heating Capacity(5°F) BWRI 32.200 37,400 89.8•F SC 48.20 41.M 4>.45 4)2) 47.31 45.% 46.31 43.41 0 1 39.30 35.81 29.7> 23.W COP 1 _ 1.% 1.. 2.29 2.45 2SO 2.17 3.10 3.27 S.M 3.85 4.42 Heating Capacity(5°F) BtWh 29,300 42,700 (32°C) (29°C) '4 Input 1.4> 122 1.98 2.. 2.89 2.% 2% 4.% 6.82 4.96 4A> 3.71 2W COMPATIBILITY Heating Cap.Range Min-Mu BWR 12,800-55,830 5,240-59,610 C t5.27 19.83 NM 25.82 27m %.N %.M see[ 41.28 M.% 40.42 48.ft , Healing Cap.Range Min-Max Bf/h 11,460OW,810 17,400-BB,O80 Input 2A4 2.8] 2.90 3.33 3.49 2.7a 3.w 5.32 5.% 8.% 5.49 4.57 3.]0 TC 15.M 19.3> z3.42 35.70 37.40 43.02 44.% 48M Mal sa. 59.81 %.% HSPF 10.8 11 ]1.6°F TC 55.90 %.50 W.% 85.89 70.05 87.73 88.a2 M.it %.92 57.9] 52.]5 45.08 M.% Table 6-Compatibility HSPF 10 11 71.6 Input 4.112 4.18 AM 3.76 4.18 3.93 3.% 4.00 3.93 4.17 4.M 3.M 89.8°F 73A°F 71.6E Input 3A3 3.% 3.88 4.M 4.47 O.M 4.43 4.83 4.82 4.81 4.78 3.% COP(4rF) WNV 3.01 3.10 BC d2.% MAO 48.97 50.06 53.30 61.61 52.29 48.% d8.d2 46.18 40.20 M.N 2SI7 (z2°C) OUTDOOR UNIT COP(47°F) WAV 2.80 3.70 COP 1.11 LsR 1.87 1.83 1.88 2.99 2.4d 2.60 2.79 2.% 3.03 3.61 (32°C) (23°C) INDOOR UNR COP(I W/W 2.49 2.50 COP 1.% 1.5] 1.]6 2.29 2.45 2.90 2.% 3.10 3.2] 9.% 3.% 4.42 36MBRBQ38AA3 38MBRBQ46AA3 COP(17'F) W/W 2.05 2.30 NOTE:Data highlighted in gay is interpolated data and not actual test data.At 77°F outdoor cenditlons sweat protection activates causing a Input 1.80 1.9D 2.t5 225 z.e7 2.28 3.f4 4A7 s.e1 s.t5 4.85 3.R 3.13 COP(5°F) WAN 2.41 2.45 decreaseftotal capacity. NOTE:Date nighlighfdin g.y is inf,poleted dam and not actual test data. 4OMBAA038XA3 COP(5°F) WAV 2.05 2.48 NOTE:Dam highlighted in®ay is inNfpolemd data and not actual te�tdaa. AIR HANDLER LEGExG� LBGBxG� NOTE:Dam highlighted in may is i.leryola,W data and not actual ces,data.A,'/'/°F outdoor covdinons,weal prorecnW acrivaes causing a decease in mml 40MBAA048XA3 C capacity S A N TA L U C I A DB--Dry Bulb 9-Dry Bulb LEGEND 4OMBC03B-3 WB-Wet Bulb Te--TotalNN capaciy(1000 BlW a) DB--Dry Bulb TC-Taal et Capmty(KBW4xur) hpput-Taal Power REW) .a--U Bulb CASSETTE 40MBCQ48-3 sc senaibi c P wrv4 ty TH--Total Nal Heating Capacity(kBTUIHr) e Capacity INeanhoun WB--Wet Bulb TC-TOW,Net C.a.Co.,,,(kBTU/H,)) Inpm-Total Power(kW) dOMBD038-3 Inpm-Total Power(kW) COP-(WhV) DUCTED 41OMBD04g--3 Capacity GB UpHr) CONSOLE 40MBF036� 4°MBF040--3 I.Pm-raal Power RAW) RESIDENCE 10645 SANTA LUCIA RD, CUPERTINO, CA 95014 8 gl>wtiams'onAAul,-..w va stocmA. S-BRenz Ss-%MBRea2 speonranonaaulyen,oa tee-netore. 9 10 SI>adx.noreawjm..mRewnmanonre. S-R.B.B-W ssaemBRa D2 sp,frretionaa.bian,och.gewi0,nt.I, . 11 12 spaaraaffi-A.Loct.,mse.twatva- Ss%MBRea2 Ss%MBRea2 spa,veanonaaulyadm_ASA,.sm_wkA. 13 14 spedaa-A.bian,owan9awm,oanonro. Sta8MBReo2 REVISION TABLE: COOLING PERFORMANCE-DUCTED HEATING PERFORMANCE-DUCTED COOLING PERFORMANCE-FLOOR CEILING&CONSOLE HEATING PERFORMANCE-FLOOR CEILING&CONSOLE APPLICATION DATA WIRING AIR FLOW DATA L REVISION DATE BY D E P Table 15-Cooling Performance-Ducted Table 16-Heating Performance-Ducted Table 17-Cooling Performance-Floor Ceiling&Console Table 18-Heating Performance-Floor Ceiling&Console All wires must be seed per NEC(National Electrical Cade).CEC Table 22-Air Flow Data UNIT SELECTION METERING DEVICES (Canadian Electrical Code)and local coda.Use Electrical Data table MCA COOLING OUTDOOR CONDITIONS(08) HEATING OUTDOOR CONpmONS(08) COOLING OUTDOOR CONDITIONS(M) HEATING OUTDOOR CONDITIONS(DB) (minhme, nailanp,)and MOCP(msximum over cormat protection)to I 0 SYSTEM SQE 36K 4gK IrMwr Motlel Intl.or -22°F -iJ°F J°F 0°F IF 17°F 11.4°F 24d°F 3YF 99.2°F M.8°F %.8°F M°tlal Intlo°r 3YF -iJ°F d°F 0°F 5°F 1T°F 19.d°F 24A°F 32°F b.YF M.8°F 51.8°F Select equipmrnt Thateither matches°r suppo is slightly more than The outdoor unit has an elechonic expansion valve to manage[he .-ci sift fe wi.s and Me disematc,fuse°r breakers taivel. ONd00f(CFM) 2,118 4,500 MOAN COMNena 32°F -tYF d'F rF 5T 1TF 4YF TPF 88°F %°F 1W°F 113i 12YF ConaXlGnaDB (42-F (QS°C) (-2rC) (-ii°C) (drC) (d°cl (-7°C7 Id°C) (0°C) (4°C) 17°CI .IF Motlel I'd... - 1 -1%° IF IF rF 17°F -1 77°F %°F 85°F 1-1 1111 Ill CpndolpmOB Eam)(- q E-c) Etrc) (d5°C) (41°C) (-7°C) (we) I-) We) (IT) ea,c) the anticipated peak load.Thispo,idesbetterhumiditycomml, friers.flow of themomec,edfancoil. y fe.P y 01 12/15/2021 S.B. PLN (— I'll(-26°C)(-1rQ EIM) brC) NT) PST) are) (M) (O'C) (45FC) NOT) Contllllons r` g EQUIPMENT DAMAGE HA2ARD OB WB TC 14.58 20A7 zz8B %.71 28.16 31.40 3zhi 32.71 WAS WAS 45.N 49.51 (-2rC) (-2 T) E-C) EI rc) (45T) (41°C) (8°C) (29°C) (3rC) (38°C) (We) (48°C) (50°C) TC 14.% W 58 M01 25.85 26.32 31.% 32.M 32.% 36.W %.37 45.% 49.79 fewer unit cycles,and Tess pert-load opera[:°.. SIZES 3648 RECOMMENDED CONNECTION METHOD Failure to follow this caution may result in equipment damage or 59•F Fortato used Wspaceswith high sensible loads,saw equipment DRAIN CONNECTIONS SOUND PRESSURE AND SOUND POWER /1 /1!l TC %.39 %.lit 30.18 01.78 00.82 %2A 35.38 %.19 32.10 %.70 z9.% 10.78 7.56 InWt 2.90 3.id 3.id 3.27 3.30 3.15 3.12 3.11 3.09 3.N 3.92 326 TC 33.% %.W 3020 41.79 40.% %.2] M.18 3217 28.08 InWt 3.% 9.05 3.05 d.01 6.N 3.87 3.N 9.82 3.80 9.73 0.07 9.99 FOR POWER AND COMMUNICATION WIRING improperopera[ion.Wiresshould be sized basedon NEC and local 1R / // se.0°F %°F (15 C) (15°CI selection on uni[sensible load,no,on to,lan,icipa[ed load.Adjust 02 03/ V/LOLL S.A. PLN GHR-F (15°C) SC %.58 27M 29.31 29.33 28.01 27.81 26.02 25.33 24.28 23.57 z2.% 18.76 TM COP 1.91 zl1 2.% 2.% 2.82 2.% 3.% 3A2 3A8 3.% 4.46 %.rF %°F Be %.62 2).68 %.33 29.38 29.M MG 26.04 assS 24.28 23.% 22.82 N.78 T. COP 1.18 1.57 1.75 1.89 2.05 2.% 2. 2.53 3.81 2.86 3.% 3.85 for anticipafd room wet bulb tempereture to avoid undersizing[he Install[he drains in mcOrdance soil die IOcal sanita[i0n codes. Power and Communicadon Wiring:The main powef is supplied[o codes. Table 23-Sound Pressure and Sound Power '� I'll, (I'll the outdoor odic The field ws ofI power wiring from the outdoor SYSTEM SIZE 36K 48K Inpu 1.M 1.78 1.% 1.98 2.06 2.9] 2.]4 2.99 3.24 3.55 3.05 2.62 1.M TC 15.14 21.01 23.12 %.% %.70 91.95 32.]0 %26 %.70 %.]1 45.% 50.% Input 1.)2 f.m z.M z.% 2.15 z.48 2.8] 3.13 3.% a]1 rim z% 1.92 TC 15.29 21.13 23.% %.40 26.6] 32.13 32.% %.45 36.91 %.92 45.M 50.M °q°ipmem. REFRIGERANT LINES unittethe Wdoor Dan ao.bibrb ofihrec3 a des the ()woes an provi O,rtdoor SourM Pressure Level tl8(A) 81.] 82.9 TC %.Oz %.70 40.% 4d.00 43.51 40.93 30.05 %.02 M.% 33.39 31.)4 21.05 10.% •p InWt 3.13 3.29 3.29 3.4z 3A5 3.31 3.37 3.% 3.25 3.19 3A7 3A1 TC %.05 38.73 40.% 44A8 A- 4ola 38.W %.% XIS 33.41 11.77 lots •p InWt 3.M O.N 6.N d.20 6.23 6.05 d.13 6.00 3.% 3.91 0.25 d.10 COOLING (ie°c) 2u7 (faro) UNIT MOUNTING OUTDOOR powef fof fe indoor ant,.rwo wire,are Mgn voltage Ac power and I otdoor Sono powef Level cE(A) 74 72 5 G 62.6°F ( ) 752°F fiR.6°F BC %A5 %.% 322] 35.10 N.% 32.32 30.05 28.% 27.51 %.37 %.m 16.M 8.10 COP 1.18 1.53 1.M 2.00 2.32 3.% 2A5 3.72 2.78 3.18 3.53 (26°C (1]°C) COP 1A2 1.87 2.09 3.25 2.44 2.83 3.% 2% 3.31 3.37 3.% 4.31 SC %A] 30.% 3z2B 35.13 N.% J2.35 30.07 29.11 2].53 %.% 25.09 18.% 0.10 G¢o¢rel r¢fY1P¢Y9Ot Ira¢912mP: ne,b a ground wire.TO minnnize voltage drop,fe factory 01dd00f Sound Pressure Level tlB(A M M % I— f-) 36 '7' Refer to the unit',installation instructions for fume,details. HEATING ) Inpu 1.]1 1.05 2.00 2.05 2.19 2.W 2.61 3.% 3.31 3.fi2 3.92 2.% 1.91 TC 15.61 21.40 23.89 %.M 29.1] 32.12 39.1] %.]3 3i.17 9].1] 46.% 50.52 Input f.m 1.M z.% z.i3 2.z3 2% 2.95 3.% 3A9 a79 4.11 am z.m TC 15.]0 21.60 24.03 %.0] 29.93 32.% 39.36 %.92 3].% 9].99 46.31 %.81 mmrnded wire size is l4/2 sl.nded with aground. EQUIPMENT DAMAGE HAZARD 0lrttloof Sound powef Level IDA) 73 ]3 Uni[levenng-For reliable operation,the units should be level in all 1. The outdoor units are shipped with a nil c chargeA no basA TC %.83 61.31 43.d7 0).OB 48.12 43.M 00.88 39A4 3).45 %.00 N.% zd.07 12.87 ;C Input 2.90 3.14 3.14 3.27 3.30 3.15 3.22 3.11 3.09 3.W 3.32 3.z8 38 TC %.m 41.% 43.51 4].10 46.18 43.% 40.m 39.47 3].48 %.03 M.39 21.09 12.88 `�F Input 3.% 3.05 3.05 d.01 d.N 3.87 3.W 3.82 3.80 3.73 4.07 3.99 fin erm,t.All cn ,zing,and wpmities are based rntans Commu.icaHou Wirfg:A Rpaate shielded stranded wppe, Failure f follow this caution may result in equipment damage or ( ) (%.5°C) planes. re 5 arges,limes' py wi,h local codes while %.6°F %.2°F of25 fl.(7.6 m).Fw tans over 25 ft.(7.6 m),miew We Lang G'ne conductor only,with a 600 volt.ling and double insulated capper improper ope.lion.Be sure[o cam 1 (27°C) (18°C) BC %.35 32.45 M.14 36.97 %.23 MM 31,M Was 29.42 26.28 %.% 18.91 10.11 COP 1A4 1.81 zl1 z% 2.% 2.92 z. 3.% 3A2 3A9 3.% A.. %.fief 616- Be %.37 32.48 X17 m.m 36.% M.23 31.97 31.00 29.N 28.30 27.01 18.92 10.12 COP 1.1. 1.57 1.]5 is. 2.05 2.38 2.40 2Ss 2.81 2S. 3.% ssa Clearance-Mini-clew-eeis.Fig.5-on page7)mu,tbe A➢p/isofionssec,io°ftrclhepropttchafgCadjusMen,s, ustbeusedamNeCommulsicationwirefromiheoutdoorunit nningwirefromlheindooruvitWNeoutaoor°°iLEv SOUND PRESSURE IN OCTAVE BANDS U7T) (I=) d d for aiAow.The condensed w ce,m ery wire Inpu 1.]B L. 2.0] 2,12 2,20 2,11 2.% 9.19 US 9.69 3.99 2.% 1.96 TC 11.40 ,7.27 t9.66 z2.51 24.% 20.21 20.96 2952 92.% 32.97 41.M 06.32 Input 1.% 2.al 2.16 z. z. z63 I.. 3.% 3.M 3% 6.18 3f0 z07 provi¢ g units are designed for free-flow gerant lines should not be bmi,d in the groand.Hit is [o the indoor unit. muss be connected firmly.Loose wiring may cause[he tefminalW TC 11.d8 1].3] 19.78 z2.M 25.10 28.97 29.19 29.% %.15 93.18 42.% I8.50 2. Gore a lied[ion.Air inlets and ousels should not be resrricfa. Table 24-Sound Pressure in Octave Bands PP e14 conotoboryfe pin donotbury2 lin¢smore Wan 36-in ovememor,ki,in unit y c...cted. fire hazard rna I , TC !3.% 46.% 48.52 53 48.M 42.% 41.05 %At 29.12 17.92 C22�) InWt 3.33 3.49 3A9 3.57 SA8 3A5 3.39 3.87 3.81 TC 43.]2 48.40 4058 52.15 51.21 48.63 4575 H.53 42.53 41.% %M 29.14 1].93 Rieq Input 4.% 4.29 4.29 4.% 4.% 425 0.23 4.18 4.w l.43 Unrt location-Aloca[ion which i.convrnien,[o ins,lla[ion and ya,o exim. Bee-F 73.4°F (914 tam).es toI m,ftig6-iD(152tion. :cal rise lo,he NOTE:Use asepe.te shielded l6GA denuded con,ml wire. Ensure all wiring is tightly connected. SQE FREQUENCY(HZ) 83 1Z5 250 500 1,0pp 2,p00 4,00p 8,000 (32°C) (%°C) BC 31.% %.51 35.0] 37.87 %.% %.12 33.N 3218 30.72 29.8] 28.48 21.05 12.95 COP 1.0. 1A5 1.85 1.82 2.01 2.38 2.% 2.% 2.% 2.85 3.M 3.78 M.,) 79.6°F SC 31.fi0 93.M %.10 37.]0 9].m 35.15 93.07 32.16 30.75 29.70 28.51 21.0] 12.% COP 0.82 1.1. 1.35 1.4. 1.M lSG 1.% 2.05 2.% 2.M 2.74 3.00 [exposed to strong wines.A lWariom that can bear the weight of cevalveb t0 prevent refrige.nl rtdgtati0n' COOLING DB(A) 61.0 68.1 63.] 5].1 56.3 51.6 48.8 44.5 132ro1 (23C) the outdoor wit and where the outdoor unit can be mounfd in a 3. BoW lines mustbe insulted.Use a minimum of 12-W.(12.7 tam) No wire should much,he refrigeram tubing,compressor or any 36K Inpu 1.91 2.% 2.Zll 2.26 2.33 z.M 3.02 9.% 3.51 9.82 4.13 3.09 2.11 TC 20.29 zsV %.38 STS8 99.31 45.32 4T30 51.87 M.% 36.91 69.% R2.% Input zm 2.15 z% 2.% 2A4 z)) 3.16 3A2 3.% rim 6.32 3N 2.21 TC 17.40 21.% z8.% 40.17 62.02 dB.d3 SO.M %.z2 %.zd 82.95 67.% %.39 Wick insuatiom.Clwed-cell insulation is recommended in all long Table 21-Wiring Sizes 36-48 living pme.Disconnecting means must be provided end shall be HEATING DB(A) 85.0 69.3 85.5 58.0 58.8 55.1 51.8 48.8 TC 38A0 44.M 40.45 50.02 M 53.23 ls.w 44.w 41.57 %.% 37.43 15.70 level position. m 58°F InWt 4.55 l.88 5.32 5.16 5.26 5.% SA8 SA7 5.% 4.61 TC 3r.M 42% 4850 48.% 52M %.15 51.% 48.% 42% 39.% MA1 %.33 ,S.m %� Input 3.M l.10 d.% 5.02 4.87 4.% 5.18 5.18 5.17 5.% l.35 Ime epplicarioW. located within sigh[and readily mcessible from ale airconditioner. COOLING DB(A) 89 13.4 58.4 59.5 59.7 52.2 46.4 42 (16•C) (15°C) Do not install the indoor or outdoor units in a location with special CABLE CABLE SIZE REMARKS 48K 69.0°F %°F a t7 543 4. Special censidttation snouldbe give.f isolating rile Connecting cable with conduit shall be routed,hrougM1 the M1ole in HEATING DB(A) 71 84.9 .2.1 60.8 60.5 M.8 48.8 45.5 SC 31.78 %.76 39.10 40.36 sRS3 %.13 38.62 %.20 M.44 33.M 31.a4 27.12 15.% COP 1A3 1.83 1.82 2.03 2.17 2.58 2.M 2.75 gal 3.15 3.25 3.W sort SPF COP 1.% 1.55 1.]5 2.30 2A5 2.92 z. 3.12 328 3.5] 168 4.46 mnrntal conditions.For fos¢a 1 tr yow sec (21°C) (15°C) (2-) (,5°C) SC %.st N.% 37.52 10.% 9].M %.58 9].O6 M.7d 93.% 32.19 %.18 %.m 1d.fi8 nvho pp ices ohs,con,ac[ les interconnecting tubing fio.We bmldmganowEre.Isolate the powef die Conduit pan<I. Input 1.47 L75 z.D3 2.15 M8 2.16 3.10 6.79 5.12 5.52 d.N 4.% 9.17 TC z0.% %.M %.85 37.% 99.39 d5.59 d].% S1.N M.T/ 59.10 83.32 82.M Input 1.42 f.m 1.97 2.09 2.]9 2.12 3.% 4.59 4.% S% 4.m 3M 3.w TC 17.70 21.95 %.% 40.% dz31 48.M 50.% %.51 %.% 89.25 8].87 %.82 repfesen,ative. tubing so vibmrion ornoise,s not trawmmed into festruc,lve. Conneo6W Cable 14AWG 2wirea Grountl 1m2082%V OUTDOOR UNIT SOUND PRESSURE TEST CONDITIONS e l5A8 RA M.% ..it % ..% 59.32 ... %.% 47.66 41.94 33.52 21.% MA-F InWt 4.19 4S7 4al SAS S.o Sir s. 5.52 aSi SA8 5.70 A.83 TC 43.88 I8.10 52.% 53.% %.M ... ... I- ..M 45.74 d0.25 %.17 20.82 (,Brie) Input 3.% 4.% ans 4SR A.% 5.21 s. 5.18 5.% l.37 Canmunicetion 16AWG 2wire sirendedshieltletl NOTE:The main lied to the outdoor unit When dixo mecti. T .% a.12 s.t4 Lone Line AGDlications: Cade !tMm d wire Power is., , (We 6z.6°F SC %.59 %.45 42.67 43.90 A— ARM 46.41 42.55 39.81 37.29 Wal 26.23 17.05 COP 1M 1.N 1.83 2.W 2.1. zRa za5 2.78 2.92 3.16 a.% 3.% r32°F 132.6°F COP 1.% 1.56 1.76 2.31 2M 2.92 3.00 3.12 3.% 3.58 3M 4.47 fe F.wmoftheoutd.m t,hewd.arunitw°uldl.sep..A (zs°c (n°c) 48 IM°c tyre) sc Mas sz% doss ezas ds.7z u.M d1.M 49.M %.z1 ss.79 sue %.n 16.3] 08 SYSTEM OPERATING CONDITIONS 1. No than r aie.anne.tbwimn ibnm.gatrGa onfefa..rann aide on me wiring Input 1.59 1.% 2.18 2.28 3.00 z.31 3.31 4.% 5.% 5.65 5.07 4.19 3.30 TC z0.79 25.77 %.00 %.09 39.82 d5.82 07.% 52.17 %.OD 59.01 83.% 82.57 Input 1.M zan 3.21 5.% SAB IQ 4.06 TC i).W 22.20 28.59 d0.71 ..% 48.9) 51.10 %.. %.)0 69.A9 m.. %.8) gemmesizi°g ib.q.ired. OUtdOOT Llnit 48 td2 2.N z21 2.26 4.]t 3.20 TC a'.,` %.% Rel aiSs %.. a3.90 M.87 58.N as" 53.21 47.% 39.08 27.35 (N�) Inw 4.20 ASS AS. I_ 5.35 St. a. 5.53 5.52 Ran all A.M M TC 48.98 53.Td 5].% %.18 63.T7 81.33 B2.% 57.53 M.1] 51.m 45.% 3].% %.25 (p SZ) opal 3AF a.13 4.38 5.18 ans 4.% A.. 5.22 a.' 5.1. s. 4.30 p g g ( (° ) 2. Ada refrige,aniper We Additional CM1arge,able. brow to,h pc.tacv,nmdoo.the A]p°ledOmi..mayA Table 19-O erattn Ran¢Min/Max°F C used for exda pm,emicel frA.feiM.w and Outdoor,. (_) %.2°F BC %.70 42.45 45.5) 46.75 %.% 48.45 49.19 45.45 42.79 4 Is %.N zRas %.74 Clip 1.45 1.65 1.. zW 2.1. 2.% zas 2.]6 2.92 9.16 3.% 3.95 80.8°F 68.2°F BC 9].14 d0.)d 43.)3 10.8] d8.% 48.% d7.21 d9.8z 41.m %.)z N.% %.d9 19.90 COP 1.% 1.50 1.]B 2.31 2.1] 2.93 9.00 3.13 3.31 3.56 3.% l.47 COOLING HEATING Table 20-Additional Charge sepe.le power is required for en Auxiliary Electric Heater. (27°CI (19°C) Izrc) (19°c) DoWOOf DB -13/122°F(-25/50•C) -22186°F(JO/30•C) TOTALLINE Input 1.71 z 2.28 2.40 3.12 zA3 3.43 4.9. 5.. 5.77 Sut d.31 3.02 TC -O z5.90 31.02 %.2z 39.95 45.95 AS. 52.31 %.13 ..M 83.% ..70 TC 18.00 22.W 28.73 d0.05 4z.)0 49.11 51.32 %.% %.. 83.113 60.% m.01 ADDITIONAL CHARGE OI/ft(g/m) Input 1.% 1.83 2.21 2.% 3.03 2.% 3.32 4.83 5.21 5.58 5.03 4.18 3.32 UNIT SIZE LENGTHft m) TC 61.% %24 ]0.% 71.82 7820 74.18 75.13 70.20 88.70 83A7 M.75 49.33 3].% (21C) ]1.8°F ( C) InWI 4.21 a.59 4.83 5A7 5.35 5.19 5.M S.M 5.53 5.51 5.72 4.% TC %.83 O.57 8 %.02 73.61 71.17 72.10 8].37 M.01 %.91 55A2 47.M %.09 (23°C) Inlwl 3.87 a.14 4A0 5.18 5.05 4.% 5.00 5.23 522 520 5.a0 l.39 Min Max >10.25ft >25-213ft Microphone %.B°F ]3.4°F a9.8•F vG) COP 1.3] 1.50 1.]B 2.32 2.46 2.9d 3.01 3.13 3.31 3.59 3.% 4A] (3dm) (8435m) BC 46.]1 %.48 59.61 M.81 %.45 %.51 57.25 %.48 50.% 10.37 41.01 37.59 %.% COP 1.16 1.65 1.M 2.05 2.19 2.% 2.% -- z.92 9.1] 3.% 3.85 SC 44S3 U.M Sl. ..a. ..m M.M M.% 51.N ... 46.dz ..M %.all 27.50 (9z°cl (%°c) 132ro1 (z3°c) SBK Input 1.93 2.22 2.w 2.62 3.W 2as a.% 5.20 5.59 5.99 4.. 3.M NOTE:DrtahiVhlighteding.yisinlemolaeddt...dnotmmmlt &a . Input 1.87 2.15 zM I.. z57 IRA S.N SA2 5.an 5% 439 3.A, NOTE:Daahighligh[Alin®a interyolteddehandn ..W.Itadaa. UK 10(3) 213-5) None 0.32(30) NOTE:DauhighlightM W.yisin,� W° ddaa,and.otapualteatdam.M77°Fmdmw .din°nRs ,protectionawvateacamingadecreaseintoul LEGEND: NOTE:Damhig,lighestingreyisinleryolate&M.ndnol.-Imadate.A177°Foaldoorcondilionssmeetprotec6...Iiv..s usingadecrcauin,olnl LEGEND ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR capacity DB--Dry Bulb capacity. DB---Dry Bulb H tap--TaTalmNlcpCpaciry(10.Btabaw) TH--Tool Net Heating Capacity(kBTU/Hr) DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. GB on,Bum CGe-wN✓ IxMi LEGEND COP-(WIN') we--we,Ba,b DB-Dry Bulb [°put--Total P°wer(IEW) ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR Be--Se sae caapsat Cx(arruAhS�BTU/HO TQ--Total Net Coiling capacity(kBTUIH,) CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL Input-Tots,Prover I.) Be--Sensible Capacity(kBTUIH/) Input-TotalP°w oW) 3-3ft.(lm) BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL Fig.7-Outdoor Unit Sound Pressure Test Conditions SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES NOTE:H-0.5 x Helghtofoapi-it TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. Table 25-Outdoor Unit Sound Pressure Test Conditions INDOOR CONDDION OUTDOOR CONDITION Da wB Da wB OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- COOLING B0.8°F20-C) 85.2"F(19'C) 95°F(35°C) ]5.2"F((6-C) HEATING 88°F(20°C) 58°F(15°C) 44.6°F(]°C) 42.8°F(8°C) DESCRIPTION OF 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. SS36MBRB-02 Spa wt..ambNamchargew mttwece. 15 16 Bpeclfiraeo .Natodw Gt.treAt.... SS-38MBR9-02 SS-38MBRB 02 3perfi.00na , m Uanga.thoa notice. l7 18 Spedficat.o.wNdW ch-G-0oul notice. SS38MBRB-02 SS38MBRB-. Spactealow..pact.clow xlmoa-ct. 19 10 SpenOcaLone , Ili&.As..thon notice. SS-0BMBRS-02 SS-08MSR8-02 SpeoI..w.,,o..maN lOmvR_. 21 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 RESPONSIBILITY OF ESTIMATING THE WORK. FAN AND MOTOR SPECIFICATIONS WIRING DIAGRAMS WIRING DIAGRAMS(CONT) GUIDE SPECIFICATIONS IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT AC UNIT SOUND RATING WORKSHEET AC UNIT SOUND RATING WORKSHEET Table 26-Fan and Motor Specifications HORIZONTAL DISCHARGE OUTDOOR UNITS OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE Size Range:3 to 4 Tom Nominal Cooling and Heating Capacity COMMUNITY DEVELOPMENT DEPARTMENT•PLANNING DIVISION COMMUNITY DEVELOPMENT DEPARTMENT•PLANNING DIVISION SYSTEM SIZE SBK 48K w NDIab�==, ® FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS COMP Y DC FAN MOTOR Model Number:38MBRB 10300 TORRE AVENUE•CUPERTINO,CA 95m4J255 10300 TORRE AVENUE•CUPERTINO,CAB5014J255 Materiel - Acay,onxdleS".-20%GF Acry,onitdfStyrenei20%GF U T3T4TP I- - - - - e t..l.s. �ino. w6 r/c w p (408)T77-MO-FAX(408)777-3333•DfnninGo,erUnoaro (408)777-3308•FAx(408)777-3333•planDinaRicupenino.om DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS BLUE FMi I OPTIONAL I BtAIX %i1 e 3 Part 1-General CUPERTINO CUPERTINO OUTDOOR FAN Typo - ZL-560.139'12-3KN ZL-554'148'12-3KFN EEV ® DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. PROPELLER c . COMP_TOP N1 < ° Diamater In(mm) 22.05(560) 21.81(554) M caltp'rt230 VAC pa:z3M'AC REDMIHTB 1.01 System Descrig,,I, 3. Fa.s: Height In(rota) 5.4](139) 5.83(148) YELLM RED Crvt J £ a. The outdoor fans are direct-drive propeller type,and Step 1 Select snipe of work:linty one AIC Unit proposed Step 1: Select Scope of work;Only one AIC Unk proposed U-V-W among 2 6 N2 n a. Outdoor a rcooled split system compressor sections discha harice,all The fan dnaws air throw h the S H E E T T I T L E Motlel - ZKFN-120A1-2(DC) ZKFN-85-8-22b(DC) phases 0-250VAC 3 Y/e ® - suitable fo'r on-,ne-ground,rooftop,wall hung or balcony r.O air y. g YEual RED MAIN CONTROL BOARD oataoo,coil. type - De De CNInpN33 WAC 3 BLUUIBIACN _ owtimg.Units consist of a rotary compressor,an air- Step 2: Select Make and Model of A/C Unit Enter Make and MGdel of Uni s then enter maximum A/C Unit Step 2. Select Make and Model of A/C Unit.Enter Make and Model of unit(s)then enter maximum A/C Unit BLACK I b. Outdoor f mo,ws are totally-enclosed,single phase a) Phase - 1 1 u-V-w amen aattxe-zSOVAt alpW3ovA( cooled gc propeller-typed lector Hghoutdooff, ex i b gp rev¢. momrs ninn Glass E..is pr and peby intma themelea Sound Rating from manufaLlurers s hcations: Sound Rating from manufacturers speclfications: W CN32 CN29 CN26 I CN30 u w eaowry � .mg valve(HP),accumulator(HP Uni.),melting P� FlA A 0.8 1.178 RED bell bearings.The motor is protected by internal thermal Y - Out ut:0-12VDC /IRfDAMHID Mill - device(,),and a control box.Units discharge air Connect to FAN In ut0-SVDC P sva RUI -[.d re.tion. In See Clanae6 - E E BLUE p output o-svlx hactio-a then kdoo,ntheme,aofm,ir ,i,biea a P •Make:CARRIER •Model: sere elms - IPxa IPxa U voltage among v a The shaft hamanird,erent cortosion resistance. 38MBRBl148AA3"Sound Ratio 63.00db 8° REO has O-2o0VAC IPM&PFCGRNEBOARD fRrionasmeoataoorcomponemOranair-to-ehhem g: "Make:CARRIER 'Mode1:38MBRBQ36AA3•SolmdRati� 62.00db OUTDOOR FAN W - RED P CoMP FAN I FAN 2 d balancedes are non-metallic and statical) d d 11 CN20 ovw eua pump system. yen yma.ica y In 1 W 170 128 HEAT Y Outpd2%VAC N FAT_D MOTOR Output W 120 85 P Cpnmctlo Ne Mgea,ejp sp-2mVAC u ductless heat pump fm coil units. e. Outdoor fan openings ere equipped soil.PVC metal mesh CN8 Out ut:230VAC %G b. Unirs are to be used in a refrigeration circuit matched[o CRANKCASE HEATER BLACK MAIN BOARD Dawt oulputz30 vac coated tem- ll the fa.. Range of current A 0.Bd10% 1.036d10% ]/G FAN 1 FAN 2 N HEATY pro gri¢over WHITE RED CN21 Output:230VAC RED 1.92A9en¢vLi,timPS d. ,. Thswro THE AC MAIN HOUSE Rated current A 0.6 1.038 9-m< $ 3: Enter minimum Sound Blanket So1md Ralin from manufachuer's l:aHons,if used: H[AT_D Ou[ut:0-SVDC Int uk 230 VAC 3 3 BLUE a. The compressor is the fully hermetic variable speed rotary Step 3: Enter minimum Sound Blanket Sound Ratio from manufacturers Clfirations,if used: 8 Huh Raftl HP HP 0.16 0.11 CN36 P P 10 OuipU2%VA< 5V a. Uni[consWction complies with ANSUASHRAE IS,latest g `'� CHASSIS HEATER BLACK CN38 Output:230 VAC gry27 CN12 CN11 CN41 OCMx (LAx ewe revision,and with the NEC. �` Speed rev/min 950/800/500 850/)50/850 b. The h.g., wf is equipped with an oil,yslem,operating Retell RPM rev/min 1,150 800 R, 2 YEUIW/ GRAY b. Units are evaluated in accordance with the UL standard oil charge,and.of,. So1md Blanket Rating: rib(-) Sound Blanket Rating: rib(-) 60335-2-40/CSA C22.2 No.60335-2-40. c. The motor is NEMArafd class E,suitable for operation in Max.input W 170 126 2 > b c. Units are listed in CEC directory. ge.n a p ere. 5 d. Unit cabinet is ca able of withstandin time 500-how salt a refti t,mom n BLUE BLUE 8 BROWN BLUE d d I P B d. The compressor assembly is installed on robber vibration ELECTRICAL DATA BR9WW ry - - spray.AtperFede.ITestStandard...141(metmd6061). isolators Air-cooled condenser coil are leak tested at 550 prig. CN1 BLUE RE TEuOw ` 5. outdoor cob: Ste 4: S distance from closest ro line to nearest face of unit s 19 feet 0 inches Table 27-Electrical Data ,- Y/G m RE stow TG,rv0009 codM.Bus The coil is aombwatea ofala.ima.nyaropninc pro-aoafa f Step 4: Specify distance from closest property line to nearest face of unit(s): 10 feet 0 inches P P�fl' P penY (Y OUTDOOR UNR S¢E 38K 4gK AUxILIARV BOARD R d,- T3 T4 EEV COMP NCTe Useal-core 1.03 Deliverv.Storaee-And Handline Valls-PH-Hz 2081230.1-80 208/230-1430 4 WAY:SV CN4 dKl TOP shielded wire. mechanically bonded to seamless copper tubes,which me Units are shipped in one piece and are stored and handled per the cleaned,dehydrated and seated. PROJECT I D: 2103-01 Max.-Min'Opef.Voltage 253-187 253-187 51 52 o manufacturer's recommendations. 6. Ref' t Com f $ 5: Location of uni s Choose which ima best indicates the location of our unit: POWER SUPPLY - Fig.9-Wiring Diagram Size 48K Refvgrant circuit mmpomems include multiple bow-cuemal $le 5: Location o£uni S.Choose which image best indicates the laxtion Of your Urllt MCA 30 38.5 P a> t•P a)• � y Me.F.se/CBAMP 45 50 - 1.04Warramly lF.T Inclusion By SDecif,hte Engineer) liquid line service valves with a smite gaugecommecriod Pon, c•"'°v� OtlRD NG UMtbI Volta-PH-Hz 2M230-1-60 2081230-1-60 Table 29-Wirin Dia ram Size 48K .Itil t 1' 1 th a service - car car t4wel,Nw dher:NxuatlH w•r w40'- e ■ COMPRESSOR 9 9 u p e sac ion me service va vas wi gage ■ F E ,_ m a RLA 23.5 28 Per[2-PrOdUC15 con p gva ve,and electronic O ■ O ■ O e i O i O �'•dtta O ■ O ■ O B a O 5 O __ neclion w[,accumula,or,reversin I •Partnissible limes ofihe vole Rtwhieh the R, tGRmtisfm1k,I. CODE PART NAME expansion valves. mue�"lm r'Vexalae aim ■ Abtawa more °' ;doe eel•Nu ■ than Ndka,N in DATE: MARCH. 2021 ge range pare y NOtB$:,_ TO INDOOR COMM.BUS whllatatseln � 4a,ai.•I I,vtM Newaxe„a.aMu COMP Com ressor m 7. Safader: xsseetexs s� 4e�dmndl^s 2.01 EOuiD ant nun tw,an LLSAae ssr...s=m [mares 3,2,3> LEGEND xalAem N,wp 1,;3w Coen onent in the dash line NOTE Please use 2-core CTI AC Current Detector Ope.ling safe[ies are fctory selected,assembled,and tested. _. a.nl,wp� •^• ^•° 1,0„era=a.waM •eemneavl.m 46wnawHN4 MCA-MinimumdlATc. p3 p a,waappwt•w.N 4rPw1Na.Ms= 4ham awNNsl RLA-Read Loetl Amps IS OptIOnd Orfied Wlfing. shielded wire. EEV Electronic Expansion Valve 1. General: The minimum fr,nctions include the following: DCFANi Factory assembled,single piece,air-cooled outdoor unit. a Compressor discharge over te.pe.ture protection. Fig.8-Wiring Diagram Size 36K GCFAN2 Outdoor DC Fen Motor Contained within the enclosure are the factory wiring,piping, b. System low voltage protection. HEAT_D Ch...I.Heater ,mtroh,and the m.pressoc c. C..p.ssor.vmload protection. SCALE: N.T.S HEAT Y Crankcase Heater z. unit c.bim: Step b. Do you have a solid Concrete Block or Masonry wall a minimum of Step& Do you have a solid Concrete Block or Masonry waB a miniml2m of Table 28-Wiring Diagram 36K H-PRO High Pressure Stitch a. The auk cabirel is contended of tol..Wzed steel, d. Compre.hd over cu o,.protection. 6 feet in height along the property line closest to the A/C[mit(s)? O Yes ONO 6 feet in height along the property line closest to the A/C ur it(s)7 O Yes O No CODE PART NAME L-PRO Low P.m..Switch benden,e i and coated with baked-enamel finish on the e. IPM module protection. JM Terminal Bled, SV Reverse Valve inside and outside. a Electrical Requirements: COMP TOP COMP.TOP OLP TEMP.Sensor TP Gum Discha Tem Sensor A. Units ope.te on single-phase,60 Hz power.208/23W.. P rye P b. The unit theess panels are removable and provide full EEV Electric Expansive Valve T3 Coil Tem Sensor ,c b. The unit electrical power l e single point connection. p Cass to the compressor,fan,and the control,Rooternts. FM1 co Fan Motor T4 COMR A.btenl Temp Sensor c c. All power and control wiring must be installed per NEC The aatdaaf Ga.partmrnl i,i.alted and M1a.am awustic DRAWN B Y: S.A. COMP Compressor COMP TOP COMP.To OLP Tem Sensor � and all local electrical codes. EFFECTIVE EFFECTIVE HFAT_Y Crankcase Heater p p lining to asmsve a quiet ope.rion. d. Units nave multiple terminal blocks to connect f multiple SOUND RATING= 49.00db SOUND RATING'•42.00db CT1 AC Cartes Detector H-PRO H hPressure Switch indoor units. J COMPLIES � COMPLIES L-PRO Low Pressure Smoth sv Re.e,ve valve ADDREss:10645 SANTA LUCIA RD,CUPERTINO Bea: ADDRESS:10645 SANTA LUCIA RD,CUPERTINO BP a: SHEET NUMBER: TP COMP.DIR S a TEMP.Sensor I have ravieMred the inlw ollhal on this foam and ten We'lwmanon Provided to the best of m knowf I have newewed The informattion Go this loom and"*fhe inhxmenon v/dBtl to fie best of my knowMdge is hue and Coned.I T3 COIL TEMP.Sensor dtlY m Y 0'ge is bu6 Bntl caned.1 untlerslend an aulhoobBd SBnfBDeB O/ may➢mvide en 9/f VBrIgCBaM TO Outdoor Ambient TEMP.Sensor understand an One, ecf mprB_181Ne C ,NIMO meypmvide OrI Wfifice0on prior fo am final inspection ofine pm' f. mPoe prior to Me final inspaeh'an of M'a1 )epf. ,,,�� Owner-Owax`.A YS Si aWre:...... .......... ..... ..............................................-...................._.D.W...l..�......�..'.�l. _ Daf:...l....../_.zaz� HFAT_D Challis Healer Other a Qmafs A enYs Si eMe:.. .........0 Manaaaurerreu,vacm a dnm,wn...... e v .P•°leel°na°rd t,.awah°u1 n....ns wlm°a I......aRA.nma. 0^Plnma.sa-maaenw G:/PhNIp'ACSbMd Rvhy lVwAlrrU-mixd 00776z10 O'/Pbwai�AC SOMIbrhN Ww4he✓-mLmd00//400 22 Specifications s jjcp to chmgewithout notice. SS-38MBRB412 SS-38MBRB-02 E,,c tlonssuged._nGc WtwAro 23 24 Spedfica5ws toettoohen9ewiHoulno5ce. SS36MBRaG2 BS38MBR8-. Spedfi.Ib,s subject.change wi notice. 25 D-01 Community Development Department Planning Division - Cupertino I CUPILIRTINQ a I�38MAIRB 0 Outdoor Unit Single Zone Ductless System Inverter Technology Fast Installation MODEL NUMBER NOMENCLATURE STANDARD FEATURES AND ACCESSORIES DIMENSIONS DIMENSIONS(CONT) DIMENSIONS(CONT) Case # � I I I Sizes 09 to 36 4� The im,ec,drive.conapuses,is designed to-at�artaaa impe rhis conapent ductless system is simple to initial].Only�ima and Outdoor Units pfrequencies(ID)which mormel,the compower's coner,speed. piping need to ran between the ind.....d madoor Units.The,,unics ince lazzatel -111 Application Number(I con,ficattedettayno marall smarimictimand diampti,sit,mareament I, BOUTDOORUNIT Ease Of Installation __ou.- ,I I E...Temperature-The control peacluage,including the in,,m,, homes or the workplace.This canke,the 39�system the - R Q as - 3 Law V.1t.g.Controls S Crankcase Un* ,, 7�in, ,- marimer the,eduar and ind...teatponame,tar they nelate 0 the q.ip-of choice far..fit.pplicafi.w. Comfort Feet... --a- The conkc,...beat,,is standard an all Unit eHow,clamp,=at il I � I __ __ __ __ __ __ Microprocessor Controls � ,-,-_ ,_� acketed indoes,sen point andleme,the conap......peed to onamb 38=OUTDOOR UNIT 7 An.Ranotert Fu..i.. --s- be placed tuarand the emopnee.,oil starop. ) ,11 " F51 � .,,, �,� 1 ,%,,. I� I Approval Body: Director/ Staff the load and keep the system operating candinanamly rather Ili. Simple Servicing and Maintenance - Auto Changeover a Base pan Heart, - El � � I�1, ,I-, Product Data cycling.dc-i.g-p�--i.g�.Thi�..�]-�.high�r Rease,,mg the top p...I arms,md.....it provide,immediate Voilh,GE Energy wing Features -- I also ��----I - . -1 ,-.1 earniftort"i-ba.,be oce.p.... access in the control compartment,providing the se,,ice technicier am=MODEL manner Driven Cerpromer , The base Pa.hc..r is standard...11-it sae, 4:= 1 i Y% �I � r11wI / ..lamical I ,I - Approval Date 09/14/22 INDUSTRY LEADING FEATURES/ Rapid Poll Dw,IW,,,-Up-Comfort is martmed by the inverter beces,to the dittgawfic,LED,to fieflicato the tonsiblashommg - 46-F Heading Made(Heating Seamed a I F_I I -_ I - 14 BENEFITS Safety And Reliability I PV --,. I I on., systent's ability to creop up thoconapoessan,speed coal the an pmc,,.In addition,dis,d,,-thm design arm,,aid,,,unit awars, 3 Minn.Ties Delay Far Commucater a - 19 I i J 1 gom--gs, 'ysm Ban dut asearboulams an the canside smfof,he.oil.Coils ter be MM MUM NUMBER OF FAN COIL UNITS THAT 15_��i I - F , " ba beach the-,selected Nabor tompe...a.par.q.icka,. �BE CONNECTED TO THE OUTDOOR UNIT High C-poesson, .to. a I I - - �. __I-, __P S._- -- I SYSTEM TYPE - I a.-rarobse, Signature Brianne Harkousha Jes 1 F- `C�11 A PERFECT BALANCE BETWEEN BUDGET Humidity Control-R...ing the syster,for[,as,period,and cl...M q,i,kly from the inside ming,pittance h...and dategam. R=OUTDOOR I I B=1:1 I.,valaug.p=`H1`11" S- itan W 1 -7 TI.-_. E=.�_ DESIGN Co.Imem.,Cisnafted P...I.. a _W M41 - -----TU�lltl,(,7;',-t,,,i��\%��i�i�ll) �,fin,�iyv,yingth,,,mp,,,,,,p,�d,,I=�,th,h,,idity d��.1h�p-..-�.y�.�l-f,]...Al,�-..d��arm Compoessav Over Camara Protection a - LIMITS,ENERGY SAVINGS AND COMFORT. On the indoor units,semice,ad anicammove mp,nsc is reduced 'U", Case Manager The 38MARB series duatim,syst.......suchad combination of MMORSERIES IPM Module Protection a Fig.2-Outdoor Unit rr.I— I 1-1- - I . �vI'��tl,,�t",";*-c�5�ll'I'll MIN ,,o,tdoo,wndc,si,g,,it,,dmind�f,,wil�itc�cWdmly NOMINaa_TY Condenser High Ternp Prothestann in Coofing Mae. a � 7[-117.1 11- "'"'" - . ,%". calmol. displayed no the from proe W alent the me,W camit,syment .....1al � -. by.firigenan robing and wima. Individual Room Comfort malfunction,. 11::surTo Aluminum Hydrophilic pre-ocareal fine a- UNIT SIZES 12K 9K 12K ISK UK 30K 36K - I- F k�,] I W The,knalma,ysts,permits cocati-wind...to design Inublares Maur...comfort is pm,idW because each space can be controlled Built-in Reliability 1.-i 11 Els.Of Sormice And Memen.... F r-- .a. - I -_ � Diagnostics a VOLTAGES 115V 208=11 208/230V 2081230V W81230V 2081230V 208123W � �� I�1. -I .a I I I behis! 24-2_TIO�NTSO S laccral X�,1�� j larn.21 I=:: ...) - . Add-o,,to,,�,pw,(m,ff,"mf,,ily�,ddition) individually based-the...ge pettem. UNI 1PE 30_2-let TO S Uquid Line Pressure Top a :�E:16�HTLH, I.N�MM 21.85(555) 21.81(564) 2131(551) 23.54)(673) 31.89(810) 31.89(810) 31.89(810) 1 � ; a a .0 __ ate I - Fig.I-Slze.09K-36K D-les-yamor indicated oridembetatu,&signed in pm,id, 0=HEficT PUMP so-3 TONS 1 Appl== 30.12(765) 31.69(805) 31.65(8105) 35.04(890) 37.24(946) 37.24(9,16) 37.24(9,16) N1.11a,j�19. 1 �oe_� - I - 11" t NOTE:Images are for illustration purposes only.Actual : Spacialzpacb m,prionnears years,ftourtble-fire�opennion.Both the halearandond,oi-rits am C ._ ...2 L _�_ - i� I", I Base pan Heaten "M I I I - - (D' '�M` 17.11(452) 20.10(511) 20.10(511) MAD(66S) 26.50(673) 26.50(673) 26.50(673) ..- . . I - - a.I.G. WInearnwi-ecameLd,rdessayareamare theare-rTheinden, ...difi,se,the,nit,t,p,,,d an earaccede,pp,,,. ::" 'H� .1 leasal -1 AMSDESIGN models may differ slightly. When,tegas in the harricament be handled by the aciating Low Sound Levels well pratectod.Wh......thememptactuawdema abnormal system' r �2-41 � � TABLE OF CONTENTS . When bddj,,.i,co.dilknuag 1.setweallunam,heated by anits som,chisper orate.There are,apress,m indoor,either in Irmcner,systeres provide additional reliability de,in the soft sun. Legend - L_So IS 1132"I - PAGE hydnalic or electric beat and have-ductonk th....diti...d,pace or directly,,,it,,ad the,is came of the not,, This role.to the ability of the mcortc,�0 am the oeopuessen ower S-Stand rd 11.25(286) 12.50(317) 12.0(317) 13.70(M7) 15.85(403) 15.85(403) 15.85(403) Ise"! 1 - Hi,mn,,I, ,it.......y,pplimfits,,he,preserving the usually goemsed by air being forced through the doom,ek. - INDUSTRY LEADING FEATURES/BENEFITS........................3 look arm,"'igien'morme is essential. wing reduced values,and red,obd career.This feature is beneficial GEIIIIIIIIIIIIIIIIII - A Acolossuary 6680(3030) 74 10(33 60) 7360(3340) 1010(4580) 1M N(61) 141.80(64.3) 150.10(68.10) Fig.3-Dimension SIM 12K(I 15V) Fig.5-Dimension Size 18K MODEL NUMBER NOMENCIL TUBE.......... 401 0 MOORPARK AVE#1 01, STANDARD F ATURES AND ACCESSORIES.........................4 The ideal courplialear to your drattad system,dit.it is impractical or Wh......d,ofirce...and pm,imity to neighbors demand q,ict ire,am electrical standpoint(thotimbes contact spikes),a,,It,a be =ae.�H.R�re. DIMENSIONS.............................. rweaull,liability standpoint d,c to reduced oness an an,secured . , .(%).a Accessories ............................5 prohibitively espensice to use d.fl, operation,the 38MARB Unit I,(he right choice.With the invert, system"raw...is. =X�'.. Ber .a,..."! SAN JOSE,CA 95117 CLEARANCES...........�...........................�......�.......... S metrology,thew,,as me a lower apa,ds comI of the ran,,,ailing 1%1=1.1�1==.. P,,Pan Be Rubber 0...toy par Unit SPECIFICATIONS..........................................................................9 The compact md...firecoil,law take UP,cry lift],space I,the maet in minced a...d level.. =-_ ,a.RCD Part No. I - - - - TELL:(415)254.1606 COMPATIBILITY...........................................................................�O sudden I.b�-�ind.-.Th,fi,c,il,,,�d,,Iy,tyl,dw Agency Listings ------I- � -I - - - 126008OIA00077 13 1 1 � I PERFORMANCE.............�..................�......�......�........- I blend,cith coast mom decors.Advanced system conagaments Inverter Technology-Enhanced Economical All systems am listed,,iffi AHM(Air conditioning,Heating,and - �, ,�� ) I- . = E-MAIL:OFFICE@AMSDESIGNLLP.COM , COOLING PERFORMANCE-HIGH WALL�::�:��:�:��:::��:::��1 incorrect.inerm.fice technology to provide.liable cablmg 7 -,�j . . Operation Reiteration Institute)and on,ETLeartified per UL 60335-240 _1 I 1� 1. HEATING PERFORMANCE HIGH WALL. I-sound levels. M *�'_,"_, I symbas His, ly acmarance to opeatte.Individual Standard. 12600SClAO0117 5 . '. .__'�,,.''. ----7 COOLING PERFORMANCE.CASSETTE. 7 = " ., ,; HEATING PERFORMANCE_CASSETTE�:�:�::�:�:�::�:�:�::�:�:�::�:�:��8 ih�.t�dn..I�d'-Iy�he�.q.i.d,..d�i..th�.ir�a ��, �l , , 11� S_ I , eirearturnee � _ �� p ..Izisaael _ �v'i,7 ,�,�,, , �,i� 1� COOLING PERFORMANCE DUCTED......................................19 delivered directly to the space,them is an need 1.use additional NOTE:The baw,pan is built in with multiple holes for proper -,��,�,�� --_-_. HEATING PERFORMANCE.D CTED 20 =Wto,�th,,i�i,thcducmo,k.nismmo,i�IoN,tio, draining during the defrost process.Far applications , - I - a . I COOLING PERFORMANCE_CONSOLE...................................21 is enhanced further when the incentersysican output unatches the load where it is required to seal thew holes,and m-direat - 9 I'D,- HEATING PERFORMANCE_CONSOLE....................................n becubmi;in,,,,efficient system I j -.2,R...9 3728[9463- - COOLING PERFORMANCE�AIR HANDLER....�....�................23 the condensate drain,rubber plugs am available I -1 Iser"IS I- H TING PERFORMANCE-AIR HANDLER............................23 through RCD. - �.241 - 69 903SH41 AP LICATION DATA...................................................................24 Easy-To-Use Controls -".H-ml- - AB .7-1 WIRING..............................�......�........ 25 The systems have oneropmeever-bmad controls to pide the ..a Miss- Z;' - -`� --- 74 1)��O�dO4 ,1#aj1?_r_6_M1r AIRFLO DATA...........................................................................26 ,horate ine,untrat andeffidency.Therse,fticeily wimd and ___-Z 7 I_""`1- F _]_... IL� - - 00.00) 'I I SOUND PRESSURE......................................................................26 oir,le a neamorentol,provide the mae,fisr,between the me,and ---f �......[_ THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH ELECTRI DATA.....................................�....................�..........27 the-it'. F_ ral I.I--,I -1 THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE WIRING DIAGRAMS.....................................................................29 Secure Operation z3a ] 1+02601 GUIDE SPECIFICATIONS....�......�......�......... 31 Ifeennity I,an time,outdoor and led.....wtoocconnectedo,ly L ISSSq PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE CONNECTI DIAGRAMS.........................................................29 bynaftigbount piping and wiring to prevent mundent I'mon coming -1 i -I-. " H�_. UCED IN WHOLE OR IN PART WITHOUT THE right denwod,a,wall openings.In addition,since the 31IMAREI lea,,it =im _L_a I EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE =he installed,law to an outside wall,coil,am posetted from I cand.latud--taInn. Fig.4-Dimension Sizes 09K.12K Fig.6-Dimension Sizes 24K,30K,and 36K 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 weefficaram-'ectlarlars-itanams- DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 2 E,Peadiesseassablart.-ant-carouse, 38MARMIPD 38MARB(HPD �,--sj.tbcwnoa-o 3 4 si,ccraeb.a,vettv arano-mlamea. sa--Ip. 38MARS41PO �,navocalsor-albelluctoomwavatablea. 5 6 epoeffiessumautpactinetw-comato 38MARG01PD 38MARH01pD �P_rvstbt.tbawma_t1,vaca 7 CLEARANCES SPECIFICATIONS COMPATIBILITY PERFORMANCE Console COOLING PERFORMANCE-HIGH WALL COOLING PERFORMANCE-High WA(Sh.1 2-) systion .. ,a I . " as . as too.,Mansill asawlera- .MEFQIa- OUTDOOR CONDITIONS lost . -UNIT High Wall W 'F F -F -F -F -F - I Air inlet osbbaei� - - -- - - - Everes,Sts, - - NO O.-ING.---Has-us-I) MODEL CbndbWwm, Vc�(�123PF .eF IPF 5 17 47 77 86 95 IDeF 113PF 12a F A� E .0 vicasee-bacy. vlaw r1l. - - - - - - IINDGGRUINIT .-2- �� l- .-I- - a- a-- - --..-,------ -ran EY.ba-a 1.0 - 1.'t 2o COOLIN OUTDOOR CONDITIONS(DIB) DB not we -- 5`C)(-&C) (4rC) (-ISoC) (-rC) RPC) GSDC) pYC) perC) (40i (45,C) (50i - 1 19 15 is Is 25 23 as a--- a-- -I- -RW- - �.--s - _--ase, o Coaran nowd cambefty a- 12,WO 17.000 ..000 C hame jjs�j(-,13-F �F WIF S-F 1rF 4rF n' BeF BI 1WF 113-F 122�F ...PF TC - - 0.97 29.76 28.98 27.43 2e3a 4- flUiS 2 z- mist 6- 1 "R. 11 11 as se se as _ -C)( -C)( -C) -C) (NdiF I o a as . qR-C.pact, Mall 12cal som 12M 18M alsin VOW stem Cocias Cap.sons,Min-Ne. a- a.80I 7.800-19.9D) elcoo-ze.se MODEL C)(40 .17 .15 I.. prC) ossoCi, (Wq (3eC) FIlPC) FaPC) Isaac) .C) iec, Sc 24.05 23.23 22.42 20.12 19.71 18.99 18.02 15.53 14.82 17.89 uriza 13.36 6.52 . ;.eas ovRaa,,- - � � � VD�4`0 Sbaz�`e tum�ma -.- - - - - DS I vals (2, _Fn_pu_1 0. 1.08 1.17 1.1. 1.27 1.40 l.a. 1.34 1.fl 3.01 331 2.. - � 11, CIW=l 'm a,amstal -.P.G -.a.. at-seasnaa -hopoan -samesal --ts-on . - - .as 11.23 11.23 10.79 1 Bit 7.34 san a I . - - - - - aSa-F I To 1155 1a,za 12.85 12.18 12.ze 11 MOF 62 ace TC "` "" "" "` "" "" "T` " `z's' "` "`r ""` M ) 1. . - ] HaaUMRehd0tpabty(4rF) eaffi 12,000 is,- 24,600 (2, (59P a (zec) (ire) - .C) "PC) SC 10.14 9.88 ... 9.66 .. .1a a.. ... .. .. ism 6.18 - SC 22.88 22.17 21.47 20.72 20.23 19.26 17.95 14.N 14.00 17.57 16.7s 11.91 6.22 D B IWIT11 wc) _(-) -(-.) -(-) -(-) -(-.) -(-) -(-.) . . - isestralessociperyarF) Boal 12 100 11M 12050 18M 29 000 M M asmir S HaeffingReadc,spoettyr-) - ime 12,0a] 115,240 Input 0.82 0.83 0.83 D. .. 0,93 (ras tras (r. 0. 0.ra I3 To 14.57 142z 13.87 1 a _ ,no. I.96 z. 2.1a 2.11 2.. 2a7 2oS 2.sl 2.47 San 4.2a 331 2.4s - i - ! infirm Red!on"(17T) San Tma 7,- 7.500 10'snat iltas. Mon, -,400 Hecon,M......Copetry(IrF) Beh 13,100 -Ima -1-1 7SzPF 6i 8I . To M,as � 37.% 36.38 35.60 34.05 z- 2i � Sacs 2z,ze � . "jel SIC - - - - .., __L M - SIC) ('r-C) �� (2re) _ Sc 23.W 22.83 22.17 21.46 20.99 20.08 IBM 15.99 16.10 18.48 17.71 13.13 7.76 bod-Irs'..'sh a(-) sapa) safrin tops) -(a-) iss(da usiss) 21s se . M -imersee.c.,aut,r") - 12.- 12,00. 121am 14,000 24.48. X.e. zoaco Heating M.A...Copeafty,() Blefih 12.1. is,- 24ISH � Input 0.83 ... ... Der .87 .. (L. (rao (I. Im a.. 0.74 � Input 2.6.2 2..1 2.. 2.81 2.90 3.03 3a2 2a7 3.13 4.64 4.94 3.97 3.15 c 9 Feet,Lift fia.) 320.) .(it) I zing se(so , -a2s) -(-) I So I-) I _ . . . I liefinaleacee.cansal - 7,10) ai,.. 12,00D is,- 2s,111. 17,- zamb Hase,Cap Harge Min Max Blefi, 23st-15700 a21- i To 1&53 15.18 4.83 14.16 14.27 13.04 1321 13.21 1 12.7 11.09 9.32 7.18 To 45.88 6 43.63 42.42 1.6sl 40.09 37.98 33.15 31.M N.37 saDe 28,zo 19.17 � 1162*F) IF - _ (1.0 , Is.l. I . 0M.R.M.16,ase - �.. L2.zab I 5,00t15,200 I - SC - - - - - - - - - - - - Sio (ia.) AF 4 V 'Poil'21) (2 I _ k Naas) ,-(a-) I-@-) nalson -to-) . -a-) 1 41111- - - s 'so !��I%sa)1 8,60MI.0i 81341ball IIX037 - - - Fal - - 21.71 - - . 40 � _ . Ff '2a 1 COP(F) - - - - Input. 0.86 0.85 0.85 Dor .. .. (r. (Lon ... I.. I. 0.1 a.. Input 3.59 3.68 3A7 4.00 4.30 3. 4.1 s62 sS2 4.12 .) �((41_, i. 31.22 z 29.92 ze.89 . . . . . 'W"aider OOP(11F) - 2 is 11fF 71j4 1 F) 1�.F)r s _,a- I I.(..)I uz(IZ7) affigisfi 1�(12.7) IQ(121) Miles se(Na sat') . - " saw � I sal I a.1 I � 1 3.4. TC lTM lass 16,00 15.93 1 1 S4.7a S3.7s a2.85 al.se � I , - ael 1 aW I a.. 1 a. COP() - - - P C P.�F (2,r (1 _ C Ae E substantiate 11 .. .1. .. .1. Stifil .1. ___ i ln;�. 23.2. A ____ I chrt� trato -(1.12) 2aftlo 2.6p.18) tw(Uss) S.o.) (171) 7.ptas I 4Ga- � - I mat 0au 0.88 ... oSi .at .. .. .. (Lau I.. I. - put Im 1.31 1.6a Car 2.48 2SS 4.20 sIS 2.83 1. Fig.7-Clearances _m,_ E. E. - Hou M H. HE, - - . Air Handler a.. F TC 12.14 11, 11.77 10-1`1 it.00 11.14 11.59 11.12 12.01 11AB 10.21 9,01 S.. Te a7.72 se.7. (21f VC 35.85 34.66 U.22 28.11 S2.91 31.89 o1w S2.07 Met 22M 10,62 C (Ze,) So 8 7a fee B Rz 7as S. S. - - - ..at Tal Too Sal F 754 F) Q.... coami . _ _ 2 C (1111 _ _ " ( r �60 24.17 - - - - - - - - - - - - 3 Faceares a'.I T. - 4.61 tor als - is. zer 40MBIMIS-3 __ . Cassette Indoor Med.1 efiessouse,arieso mat 0.20 Das 0.31 o.. .. - 'Iso ..m I., 1.1. I.. ofifis ', - Input I.. Im IB, Im 2.13 2.63 3.10 4.3s 3.30 zoa las 2 2 2 2 2 3 s - Indoor a- .a.- .SC- ..BC.11- ...a- TC 1110 12A2 12.74 11.47 11.96 12.10 12.N 12.0 12M 12.45 11.17 9M �T�C 90 37.70 37.27 31.16 35...6 U.Sal S4,41 35.12 zoost ... _ ____ i 'ReDets" . Oefter Iffiedial 3�R� j 75.fF S2 Is'Ft So a0S-F BSVF BC 40.77 se8a " .em,imb 21 as . . an I 1. 1. 13 En.rDes, YES YES YES NO (Ii�C ,.Bi Im ". .At .77 eas .zi tLes a.. - - - - frrc) 25Z. 22: 24.70 2a-- NIT E,nam Be, YES I "C) - Input ... --- re'c) In to U MINIMU VALUE i - ...- I - 0.22 0.27 o.. .. Us 0.110 0.71 IM 1.12 1.10 1.07 ON 1.1s im i.. i.e. 2.21 2.78 3.25 4A. 3. 3.13 - IN.(MM) . crom 4 a 4 . 4 a 4asHDG`N` -floo BY.-1. 0.75 1.33 2.03 NEEP YE A TC 14.11 1393 13.75 12m 12ST 13.11 1 13.00 13.911 ism 12.18 lona TC 464 3.42 42.99 X88 41.68 0.66 0.13 40.84 3ow 31.24 laso 24(610) TIP, Pre,rc.ar -"-.� abor,-, Ree"as", -"-. am"- � wal � Ceoras Rearal Ctrably Bes, o'.0 lS- ,, 73.4-F 2.�,. 7R!7e!, -- .so- . fits-F aS.?F 11PF -. I I I I YE: orc) (19-C)I,W�FC iff- - ISS S. . aarr 9,r7 9.W . 9.46 .10.10 8.80 5M . _,,+214 S�a 2�120.9 1 - - - Ceoras Cap.Range Min-M. Slash, zigool 3,000-13,700 5,600-17,0(s) e,.O-.,- M__ at I 0 a f3rc) (zrC)* __+_ B 24(610) 1 - -se-. - - - - --samir - 4blefor's I . I I I ... o.. -0.2a - - a" J.'I _ 1�.11 1�12 l.. :.. Input�l for 1 1 In . 1 caTsat - - W74 BEER 2fis 21.5 zoo 20.0 MHP YES TC 1&06 15.0 14,43 1 is. isel .. is. 1.41 1.is 12.94 . 24(610) .... I I . I i EER 13.0 121 12.5 1'.. fB.e-F 73.4-F LEGEND - Ha - - .., .1 . .M.-s i . MHP YES PVC) C23-C) So liss- Ii.. 11.sB 1.47 10.W 10M 11.26 10.91 11.56 11.1 to... a.. . a, DB-Dq Buir - Henot Hated Conscity H-) Gren 'ooso 12,000 18,OW ...a Imput � 0 at 0 -Z.t 4(101) = an as 1.3 14a iso - i �_ MIF ' I ASHP COLD CUMAVnE No --T ,(eav .12 Via) 31teall Vallain 3-aw) _� I I . 'F) TC 12S1 1 12.09 11.16 10.76 11.07 11.85 11.50 12.St 12.19 lose Bw 4,48 TC owBn!`C,,w.dy(1000muaaar) E 4(101) - re"(Saill --(a-) 37-tonal M.F - � . Henot Real Quantity(17 Beh 6.650 %2. it.- if.100 .: I . .a 'snaracepway � Ccown Systan Tom 2.0 6S.eF W, Inions--1-,(IoAn U� . .Me , .C) is-6) Be 8.60 8m ..at ... T. 7.79 .1. am .S7 irse 7.67 6.611 41 .b.C.Pety0a0o.u_r) U ... ic(as uspoo 21 III(.) 21.1(.) st-N.) 31 as lots) 3110(bas efisse.) man 111- 14.0s) 21.- 1 24,200 . (21 I NOTE:The outdoor unit most be mounted at least 2in(50mm)above the maximunt anticipated onew depth. 9 Usuet. east) 11 as(3ba 120(330) 12.gas 13.(342) 1.14(41.) 1614(410) 1.14(41.) � I I I I - __ 15 Cecifloo Room Ctracdy -1 22,00fi, 2 Nesse. Ill -(.$) -03A -(" ..W�) W (" ISI -Donew unit that som cal compatible with any,unican,traft,listed in the Compatibility Table Mg Melans,Connally(5-F) 1. I Ii.sou 11.0- 24,ino I I obaran C.,funly,stin-Mm -1 7.1-a.- -F IC 11as 13.23 I— IIAD 1 12.951 12.63 1S.7 13.33 11.1a am sm � 7SVF US Heating Con,Rons,Min-M. _81oh 1,800-1211 2,003-le.a. .21 On. :Z BEER & -c) K 9.37 9.23 9.0 8,44 &17 &38 &N a67 9.15 8M 6M a. - .. not usa "r. 1 k. 1 HSPF a. too 10.3 SER las - ma zzas 2,1. Z. I I Sao 2 (24 orc) - - - - - - - - - - - - 0.70 a .a as - surafteem dB(A) sto sts sto 1 61.5 6" COP(47-F) - ��2 3.22 2.88 Hessins Rated Cszooly(47-F) - 27.0 & TC 14.72 14.51 14.3s) 13.37 1197 13.25 14.001 13.70 14.74 14m 12.8) I—_ 6.6s PROJECT NAME: w - I God-F 66.�F SC 9.90 S. S. ... &72 &as - a. still , ores 8.1 7.24 4. -Care...ing turit teeve or be-Me Ind..,raft COP(17-F) says 2.20 1.80 - Heaffing Rated Capacity(17-F) - 16.5. . (2rC) (IVC) Inlet 0.27 � 0.y7 � 0,alt .Si 0si 0. i.03 I M 1.12 1.10 0.72 COP 1S'FI -I I.. I 1.68 Hasti.s M.-arb Capers(I 7-F) - 215.0. ra - - Heafiao 22.13 - 89.6i 73.4-F `C ""` 1 S.- - - - - - is. - - - - - /" M.vinaab C.loodly R-F) - (32,C) (23-C)1,WS�C 1 10 3 1 10 0 1 S.lor 9M B16 I Bet I B,M air 10.24 low 9.06 7,81 SM , �t 0;20 _ , " Heati.a Co.Reap Min-M. - SGIMD _ 0;15 5. o- //' I Ducted Indoor Metel ..a-.- as B.D12- ..a-- �BD�� HSPIF ii.. ,,"I "I 6..s-F (1a`F SC 1417 14m 14.0z 1 1 12M 12.341 10,41 12.37 12.16 11,11 , "" 7 base 3.1 (21,C) 151c) � " , E.My So, YES, YES - YES 1 U((4 ":I I �� ",,, ,� saw 2.670 Irpt 0,17 am 0.61 0.72 .72 0.74 .. 11 1.7a 1.3s , "" fing symn,Re. OJS 1.0 1.4 2.0 " I I .,a. COP gyF) - 1.75 a -C) - I,I, -firs Rearal Ctracity fins, %orin 12.0c. 16,00 1 - 75.tF bi SC 15.31 14.95 law 13m 13.67 14.07 1321 10.07 13.26 12.8o 11.70 8.67 ... " , I I Confirs Cap.Hong.Min-Ms. Bloo, 2,400-12,60i) 2,250-14.400 %soo-la'aw 6,7,800 � (24 (IrC) Imat 0.51 Ise 0.65 0.7s .. .. .�al 1�al 1.o, I m SANTA LUCIA 11 I a , I,I BEER 23.. 21�5 19.6 .. - " ""s ""` z"' - - - - - - - - - - I � SDAPF 6B.zPF ,I" lon )D-on EER 14b l3o 12.5 - 12�5 � (2rC) (Ioc) .0 86 leal 15.16 14.06.-as 14.67 13M 10M 13.841 13.44 12.38 a- 1.41 1 1" 1 3 Heating Rated Century(47-F) Beah to,- 12.001) 1910`0 .... Imat 0.56 0.63 0.70 . 0.81 fial 1�01 tras . 1. IS7 . I,44 I I ,saloplaper,,nit g 12,- 16,500 *F o a"'ra """ ""t I saimemat 4i,(10m) . Haturg mated Capacity(17-F) Bt.a, 6,4. 813'so ILI`I % , C SC uU64 nLias 1-z � 1CO 14.78 14.01 11.35 14w 13.611 12.75 10.14 Saa 9.81,,(2-)I��hr ,'," ac.anscreviol. Hasurg M..iawa - oh 111.0 12.- 1 2100 11 .11 mas Det 0.71 . 0.m ... .. .. I 1�1. I ... 1. .. 2. L ,�:,.,,tesIrsnon,',', P-11.1 c's.."..." Hasurg M..capacity(FF) Stoo, B". 124. 17..O "" ' To 25.33 M02 24.71 21.71 - 21.. ..if 1 ... ... z 1.,41 11.41 RESIDENCE . a 59in r Hasurn Cap.He,Min-Mo. Goo,1 1.750-15.6lo 1 l.W_sSa0 a-..- 12.-.2. a.. 7rCF) SC ,_ � � i,,s, -. IMF S." C I seemboad I I acre's , HSPF U.0 1 11.B 11.0 -1 mar 1.26 1.33 1. I,H Im 2.. 2.31 2.27 tassinice "i-schader COP(477) .. 1 2.90 S.aa g 7, F . F TC 2S11 2S. ..as 22.41 22.67 S8.9a 2s.97 M.43 22.24 19.23 16.19- osr C) fir � 1Iaa,,,i1tn,a,4n1 aften,, -P(17'F) -I 1 2.00 1 1.9a 22 C) 16.N 16.12 ISS4 11.73 ob,(25ana larcele,ad. 10 ; Input 1.28 1,41 1.42 1. 1.81 1- I.., 2. 2- 2.. 2.2. � card.-ron.111M.,aided COP(VF) vow 1 1.78 1 1.87 1 2 01� - 24,`(6). _.bassamined I TC .. 5 ... M.W 29.83 26.84 Z.64 24.so 23.10 20.0 17.55 ir faIFF of F 1tUY1 1T54 1ses 14.51 12:31 o C) r 6r (.... NOTE:For information am sizes 36 to 58,refer to the 38MBQ or 38MBR product data document. A 0) Input 12. 1 36 143 1" ffm 1-11 - 2.a 241 I. 2. 10645 SANTA LUCIA RD, I 24,(owns TC J�13* as . 31.1 2 2,4'2 ze Gas 21.87 ]ELI _ _ , same 89.6-F 73jfF __ 1.IN _F2_ i_.-1 1 Go 1.,141 fs?C) P 0 -so la. .. Om .law,beeld IrW 1. 1. 1.85 CUPERTINO, CA 95014 ani ennormat 24n(61=),,,,,,,sale andbuniterargeners Fig.8-Clearances for multiple units 8 awcareal.a-ul,ect.creas.--anee, ansiounaml- WMARB01PD .'re-cassuroastechb,oe,stradmiks. 9 10 Speefficaterbjentacm1g.sthautnotoe. setwota-m- 38MMB-01PD Steefficarow.clojetracc.-.1mace. 11 12 ev�efflearcossulb-Irche'se.fivadoaffire. 38MARB0lPD .MAF-lPD .peonsacna,uniestrehasue-andoestbas. 13 14 Specifficatirm,abjectuclocastnebas. aa-.IPD REVISION TABLE: HEATING PERFORMANCE-HIGH WALL Heating Performance-High Wall(She.2.1`2) COOLING PERFORMANCE-CASSETTE HEATING PERFORMANCE-CASSETTE COOLING PERFORMANCE-DUCTED HEATING PERFORMANCE-DUCTED COOLING PERFORMANCE-CONSOLE L REVISION DATE Hearing Pe,fincence,-High Wall(Sheas I.f2) MODEL HEATING OUTD OR CONDMONS HIS) .-LIN. OUTDOOR CONDITIONS sfin HEATING OUTDOOR CONDITIONS(11111) OUTDOOR CONDITIONS(DB) OUTDOOR CONDITIONS fDB) OUTDOOR CONDITIONS(DIB) Indoor��ffi� '2- .13-F WIF "P "I 1- 3 .- .a.- HEATING OUTDOOR CONDITIONS(DB) _(_) C (.H.., MODEL MODEL -F la-1 - fi-F 5-F JrF 19A-F z4,rF 32-F 39.2-F 44.6-F furF _I�-I orc) (-M) (�) 0 I (CC) MCI Hurc) MODEL TC 10.11 We I B." 1 8- C Indoor C Inama, too.,Caelthns D. f.aVC) () () (C, f-jrC) () I.rc, () (WC) HT) (7-C) (12-C) .1 MODEL ".1.1o", r2 ec� f:Z. . Coodilion Do C) ( (4 C) 0 C) C) (( C) C) C br� %q .1 F) �PF roF I-F IrF 4rF IrF BeF IWIF 104oF oF 122�F fj�191 47-F 77-F MPF SWF IDVF 113-F 12VF onalanio., (:5.F) 1) �F are) V`FC) IrF 1(!IF I F F 1JPF F I F Cand.. It, (S. iUl � C C 01 12/15/2021 S.B. PLN I . I., (.u, C) I C) (C (C) IV C) if .) ,,I -eF VF ei IrF ro _f ir 0 f -) Well _ ( raft 2.27 2.. z.. 2.61 ��al 2.89 2a. Sis Set 3.11 St. _Gfi�.) (.IrC) (.,S,C) (ascC, proC) tassel (SWC) (36I (40i lose) gaoC) - B (401.) (.1c) D I I(401.)(- C)(4 I C) (21s.) I ( I I C) I ) Tc - - Tc i-) TC 5.23 7.6a 10. Ii.. 1 14.. tLei, 15.75 teat too. USS : we I top in WF 3.46 4.4. .. em SS. S. 9.00 1O.S2 12.25 13.45 13.2s COP 1.3a 1.3s 1.72 1.85 1.91 2.33 2.40 zS4 2.51- 2.61 2.70 sm, Do - %�F) _jW�_. _ _ _ 1.67 1.7a - - - 2.w 1.4a 1.17 To 91. ". Bra sz4 7.96 10.57 10.32 9.25 &02 4.7a (I"5�-C) (15-C) 1.11 1.19 I.. los E IHIF TO - - - - - - - 21.21 2sal al.. 11SIS 12S7 - - - - - I - - - - 2 COP 1.0 2.11 2as 2.4s 2.89 3.10 3.2s Sao Set _ii,s top, 2_29 231 2.. 2.62 2.. 2.90 zm S14 a.. S�o 3.43 Sia TC 7.61 7.71 7.81 7.91 ILM 6.38 9.78 10.W 10.8,11 11M 9.63 8A1 4.8a COP 1.11 I.Se I.. I.. 2.03 2.13 1S, 2.as 2.a� 3.08 . sa.eF (59PF _COP Q f) Be. (21-C) ', . .as sts, ... ... 6.72 7.06 ... .1 SIS TC 7.08 9.64t 10.90 10.87 M 14.21 1G. to. lam 31 To 11.55 11.38 11.zi 10.46 10.ze 10.74 10m 10.77 10.67 10.65 1 ...I 4.. TC 3.36 4w &% 6.38 6.89 9.14 9.51 10.22 12.16 13.36 13.19 13.47 � COP IN 1.8o 2.M 2.40 2.3s 2.51 2.62 2.71 3.02 (2,eF (IT, SC 5.51 5.58 6.14 5.V 5.06 7.10 7.62 7.7e 7.88 7.20 6.SS 4.89 S22 a. 10.42 11.51 13.71 14.04 13.% 1S.M 18.00 15.05 � ` Iran u. 0.14 0.20 a.. 0.2. ... 1.10 1.09 1.06 �. -F MSPF(WIF 02 S.A. PLN .C, I r 64�F Te (lec) Input - - - - - 4 - - - B 12 .." � I... 1.11 7.62 7.14 I.02 7.28 7.12 7.33 Tas 7.24 a.. B.32 4. 64.4-F mas o1a 0.7n) M W M I.a(I � 1,D4 � 1.2e � 1.13 A - - - - - - - - - - - sa.. Input 0.01 nor 0.1a 0.17 0.14 0.14 OAS 0.72 0.90 uzz 1.07 O.S7 repc - - - 1-0.61 9 .-at w - - F (IWC) 1. i 75.tF 62.6PF W `i" i"a ""` - 1. -- - - - - - . - - - - , reast 0a7 .., 0,45 a.. 0.47 uss 0- 0.68 0.80 0.96 1.10 1.07 a.. Z TC 3.28 4.30 fi,se 6.30 6.81 efis 9,43 10.14 12.08 13.28 13.11 1&39 � I I COP I I.Sa 1,11 1.75 1.87 I.. 2as 2.41 2.36 2.. 2.62 2.71 S.. 75.OF 62.6-F TC 7.89 7.98 ass 6.47 9.86 10M 10.0 11.11 9.71 8m 4.W 9 _COP 1.13 1.74 1.0 2.00 2.10 231 2.2a 3.al S. (24*C) (17-C) SC 7.00 6.12 Sao ast S. 7.42 7.25 6.52 5.68 . . TC 5.90 7.11 9,67 10.93 10.90 N 14.24 16.37 19.03 16.10 53 TC Man 13.az 14 � 14 � 12I 1t 1t 12.50 12.17 to. Bass I" -F f.7S sea sta, 5.97 S. 4.84 7.38 7.93 8.17 ..at 7.26 6.3S aT2 To 5.22 7.63 aze 10.41 11.51 11M l 13.96 1S.74 17.99 1'.. 14.6. . Input 0.01 0.07 ois 0.1S 0.20 DU 1.0 1.01 0.98 .at (20.VC) Input o,is -t " M cuss o.os eLS, M " � i.aa 1.06 To -- -_ --_ _SAS ... U.14 31.91 33.12 gteC) rrC) So F a - towlfc) bp 1AS 1.51 - - - S 5.?* cop 1.153 zlI 2.3s 2.415 2m 2.94 3.10 3.215 San .. a.m 711F ,a, . '.. '.. ,..a 3.16 a.. a.a. 3.21 0.14 ". 0.215 Dan a- 0.27 Dal case 1- ..a. .... .... I I �) 1.54 1.67 1.73 ,..a 2.0a tar 2.2. 1.4a 1.17 � .c... 10.52 10.72 10.22 .- ...- I 1.30 10- Sao .71 fif So 9.10 rLS7 ..as ... 8.18 ... .. SS7 a.. SAS rLzb 72S 4.1 . tj�F�) .F)I tj�F�) ,7. (22*C) . I 1. I a.wa I I t,) Inp 132 . . - 1.15 1 1,42 1.97 111 2.10 17 2a. .F) TC 3.26 4.28 s- a2a 6.79 aw 9A1 10.12 1206 la26 is.. COP 1,41 1,75 . - - - TC .31 8.41 . 8.61 . 8.61 , 7.31 7.0 10,49,11.22,11S4 11.73 10.33 9.11 .__ ...- ..- _ __ _ .... -.-- .... .... rt 7.21 B. 6.02 7 loan 0.60 0. 0.67 0.74 Bast o. ... ue 1.1. I.32 1.29 a.. 71.VF 0 as 1,13 1.2a J.. '. Bas 21.14 23.41 23.S4 17.0a 26.17 27.86 U.Se 29.75 32.76 I . I . I I 11 1, 144 (21C) Input 0.82 a.. 0. - 'it 24 1.21 To 13.15 1&M I W.rF 66.2-F � 1� - - - - - - aAl SA. - . I 71, F N Input � a.as - - � -inw - 71.6PF ' TC 12.49 12.3a 12.28 1 II.To 11.78 10.51 13.11 12.sa 1 12.13 12.86 11.80 10.156 I 7.27 . . . 1.71 1S1 2.21 2 (se., far.) ivc) h.,at 1 1�4.7 1 .--1 ... ... 0 o.w I . 0 I 1 1.13 1.2a 1 '.. ... 2.01 2.1s 2.114 zas 1. 1. C F 0 ��l TC 5.58 7.48 aS7 10.M 11M 14.20 14m 14.87 15.40 18.62 15.32 14.7z COP 1.3s 1.64 IN 1.71 2.07 2.19 2.31 2.29 2.1`6 - - 093 1 it (22-C) - - ': 1. 1.78 1.7. 2.011 - 2�14 2.34 - . F He. I . .21 S2. .. 8.00 a. -F M 9.87 9.97 10.0is 1 8.76 8.0 11.94 12.6is 13.00 � 1-it 10.N 7.0i COP o.. 1.ao I.S1 IS1 1.77 2.12 2.12 2.7a S.22 NEPF 73.4-F SC 7.51 7.22 7.21 SAS ... 7.74 7.42 7.87 7.22 6. 4. (2 () Input 1.28 11. 1. 1.fG 11. 1.74 1.7a 1.81 2.04 I.. 111� To 13.64 1&W 18.85 21.64 23.91 24.14 17.51 26.67 28.SS 33.0a 30,25 33.25 a rtz�o (23�o) To S. 7.85 to.. 11.1 12.. 1182 14.25 14.6a 15.36 18.19 15.5s 15.48 �OP 1.2a 2.1s 2.27 z4a 2. 2- � 'F (jrF 7a,4 _jF_- -_ �broust 0.72 1 0.7s 0.79 a.. . 64A C ,.�F .. S. 8.26 7. 4.. To S7S ... I . . . I (is..) _= � a,42 � Mc � = a.2z �04 407 4,48 4.16 3.82 - - - - - - - - ap. 0 na - - - - - - F) _ - (7;c T.. - - - - - - - - - - - - TC 18.02 17.8st 17.67 Hsoa law 17.21 16S3 17N 17.14 17.11 16. ls.. 11.37 TC 5.62 7SI 0.61 10. 15.43 18.65 15.35 14.7s �2 1.5 1.33 1.6. I., 1.81 1.57 I.. 2.01 2.16 2.13 2.. � am am uti, 0.55 ... oes D. 1.11 I.. 1.'so 1AS 1.4cs u. (50F ,.a, 1.72 1.72 1.7. 1.22 I.. TC 1 11.76 1 10.53 10.14 12.21 10.6a 11.41 12.60 12.55 10.74 5M COP 1.31 1,48 1.99 2.07' 2.60 2S5 2.M 2.67 3.3s 4.N . . . . 9 � lopq _- --- 89.6-F 13.4-1 F - Input 1.28 1.3a 1M 1.53 1.73 1.78 1.80 2.04 1.3S 1.14 E, TC 14.07 lf.se 19.28 22.0a N.Sal AS6 17.N 27.09 z8.78 Sam 30.67 33.68 6S8?F I&C)(,C) ., - e. 87 a..S S79 S77 ass B73 ... (I Bq) M 13.M 1.W 13.33 11.49 12.42 13.16 12.03 12.N 13.W 13.45 11.16 9.0 4.84 COP 1.1a l.. 1.75 IBH 2. 2. 2,43 2.53 2.77 (SW I So 8.25 8.16 SGS 7.70 7.59 B.M 7.78 &W 8.69 8.70 7.64 7.17 5m is. Is.. 1E.4. COP a ztH 2.. a.. Sao Z 4.14 3.81 Sao ..WF F _�F__�Ba B.. . . . . . . Rel . . 1.2. �. 1. wn"l -InPut _176 .C, - - - To - - mat - - - - - - - - - - - - r.71 sae, To - - - - - - - 14.. 113. '.. a as 9 - - - - - - - I I—— 14. COP I.Se I,44 1.79 I.W 1.71 2.07 2.19 2.31 2.29 (2, (?��) __ (,.PC) iss l.. 1.73 1.7a l.G0 2.. 1.14 . fWC) . . . . . � . - -. . . 9 WF Input 1.28 S4.4-F Input 1.46 1.67 1.74 1.12 113 1.72 1.72 1.7. 1.22 11S (20.lVC) 1. 1. - Input (IN am 0.45 0.3. (IM u. 0.62 0.73 1. 1.2. 1.1s 1.12 0.70 -F TC 12.85 1211 12.57 11.48 11.09 13.16 11w 12.36 13.5s 13.49 11.6i 10.19 aM 71 2�F " - - - 1"S.S, 752 620F 1. (_ *ft377 - - �M - - To 15w 14.83 14.0 � 11st � � 114S � KoS - - - � -- - - - - - - - - - - S.. 175 pec) frC) _Fsd�877 8.67 ... T.3 7.57 8.98 7.88 M3 9.24 9.21 7.0 ES5 4.33 - To , I - - - - MaelF(WF _pal I as wal 17 pal 17 03 17 paa� Irt 03 17 03 TC 5.68 1 7.55 , swe I 11.01 11M 1 14.27 1 14.77 1 14.95 le.4a If.a. la. 14.. I.. 1.50 - - YFF B2.eF 03 ivc) SC 15.51 15.0 14.67 1 76 13.01 13.41 12.19 12.31 12.26 12.St 10.7`0 9.83 - (WC) a, in- 10.47 10.20 9.90 ... ID17 a.a7 9.152 10.43,10.37 9.76 7- 4.30 TC 5.88 8.13 10.07 r.as 12.10 14.V 13M 14.96 16M 17.81 14,41 18.12 1 2 0.42 0,40 am ..a. 0 _..- .... WF (21 71.61F 1 ' 1 ." - l.. I.. 1.7a 1.713 1.80 2. - - s ..as 0.73 1.07 1.27 1.16 1.12 all 6VF 1.67 in 1.74 1.7z 1.72 1.73 1.7 1.22 1.26 A TC 13.82 la.se 1 12,45 12.07 14.14 12.S2 13.33 U.Sa (20.5-C) - . . . . _I F 11fF _�F_ .1. I '... I , ..., I.- (2-) __1C'0P'P 113ZO !t !.-. 2.17 z.2. 2m 2.. 2m 2.lsl 2.68 Sat 0 TC 1tL2S mI,a.,. -, 61 14AB 09 ur97 � � 11.72 (ziasrq 1.77 2.04 2m 2- z.N5 2.7. z.7 aAs S`m 'C r C ..., . I ... .... 11 - a... .... .- a- COP 1.31 21 zf0 2.55 2.73 T. TC 6.58 - - - - PF .B.2PF (2 TC sz, 7.87 to.. 1- I— I 8.18 1 10.15 ii.se � � � ,zuB ('rCt SIC 11.23 9.6z 10.26 10.77 9.99 10.13 11.02 10.97 9.39 ... it. T. I Sao 8.1. ,..,a 11.31 12.13 14. 13.. 15.01 16. 17.84 14. lets .live 0.34 ow I uss 0,42 am 0.60 DU 0.76 IM � 1.16 1.12 M 71.6i -a I.- ,.,a . C) so 11 u-) least 1.41 I.. if J!M 1!M 1!1 1.77 1.84 1.3is 1.11 LEGEND (two)-iw�---�.- 71.tPF - -, reas Im iss 1. I- ,.,a Ib, (zec)(I ,.7 16.4s 16.03 14.0 14.75 15.37 13.84 14.08 13w 13.60 10.95. S.N 7.05 COP 137 l.. a, B, i0a i. 2.46 2m 2.64 2.59 .. 3.79 DG:D,,alla t as u. 0.47 0.42 a.. use D. a.75 I.. 1.2. 1.18 1.14 ors (22-C) �pat I 1.1 1.1 1.1 1.1 1.1 1.73 1.71 1.22 1.1 - 15.67 15.53 15.40 14.30 MW 15.99 14.37 15.18 16.37 16.32 14.0 13.01 9.17 2,00 2,07 21 beart 0.60 0. 0.73 a.. ... ors .. 1. 1.72 1. 1,17 im TC 1841 18.36 18.11 16.27 17.20 17.114 16.81 17.02 18.30 18.23 15.94 14.0 B62 OF 1�:: al F . T prol-Cmict,ints0ftsmal) fafF 7al'I� . To 16.62 16.79 14M 14,H �C 1.77 i.as 2.0i 2. 2m 2.R5 2a0 2.117 sAa st- C o'. ac . I . , F S - P.-Tatel I—.,(W) - - - - TC - 13.83 17.40 - - - ts,C) Input 1.41 l.. 1.77 1.77 1.85 1.12 COP-oava SS.6-F 73.4-F had - -_ TC - - - 21.30 21.47 22.30 20.2s 2( 20,42 lBal .. 14.11 11A9 COP i.s. l.. ,.a, i.., 2.0a 2.47 2.47 a.17 2.. 2.59 .. 3.79 (3z-C) (23-C) - 12.90 12.73 12.55 11.28 11.92 12.43 11.0 11.80 12.0 12.63 11.05 914 6.67 TC 10.73 13.19 IS. 16.110 1 18.75 22. 0.72 SLas 21.75 23.38 22.11 6.66 0.3. 0,11 am am (Iol 0.62 O.St 1.10 1.30 1.18 1.14 (SWF 'F __ I . - (SeF 's..) reas 1.93 2.23 2.. 2.46 2.71 a., 2al .12 2.34 2.21 IBT 1.68 'jrF I 4.151 1.31 1.20 1.17 0.75 1".) ,no. - - .05 S.27 2.4s 2. 0 To - - - - - - - - - - - - - 12 C f�c SC 17w 17m 17.04 15.06 15.78 16.39 14.89 15.12 1541 14.66 12.03 le.. is. 1. -F (2,ICI) as (?$F -� i.rt 1.zI � � r � � � � s25 3UN 1.22 - (20.IPC) Input 1.42 I.Se 1.74 1.77 1.m 1.7a ,.as I., 1.12 PF SW TC 18.M 17.71 17.21 15.bb 15.71 16- 14.63 14.02 14.78 14.38 11.25 9.23 ess COP 1. 2.1a C) TC 10.66 13.24 16.81 17.23 19o7 23.18 21.13- 22.22 2s.93 22.W Gas beas u. 0.71 0.77 a.. 01.5 01're 1.01 1S7 1.53 1.77 1.5a 1S2 - COP l.sS 1.57 . iSe 2.04 2.47 2.47 . 4.17 as - .07 3.79 (21.c, frF) SC 13M 13.28 12.91 11.23 11.45 1 10.73 10.8,1 10.7. 10.77, 9,42 , 8M , 6.65 TC 10.16 12.62 16.03 16.4a 18.18 22.3a M15 SLW 21.19 22.82 21.S4 Saa rin, ow ... 0.66 0.72 0.7a 0.66 0.89 1,43 IM 1.63 1,40 1 1.3s S4.4-F TC 27.64 27.06 2ES2 N.61 N.80 25.64 M.sa 23.91 2176 23.27 19.74 17.45 14.5a 1 - Be - - - 5 ,- rec) Input 2.22 2.4e 2.4s 2.70 2.99 2.89 S.11 2.32 2.19 l.GS 71.6-F 1 g, -Fp-.- 1.a7 � � �56 M 3AS M 3.25 2,is 2.30 1.94 1.74 To 21.27 - - - - - - - - - - - - 8. F 7a. (2M) Input 1.42 Iw 1.7. I.Se l.m 1.78 I.G. I., 1.31 1.13 1 loss 18.84 17.18 1 17.3al 18.06 16.26 1 H.S4 1 16.40 ISAG 12.87 lues 8.28 COP 1.S, ,.a. '.. . '.. .. 2.09 ,.as 2.1. 2.1s. ..eF 62.69F .. -COP - - - C) I SC 7srF 62,6PF:TC in. 1. . . . 2AI 3.2s . I.02 (24.C) frc) SC I— 15.0 15.15 1312 13.0 14.52 13.07 13.30 13.19 12.85 10.36 8.73 6.68 - TC 10.15 12.73 1 Hi. 16.72 laS6 22.88 20.63 MM 21.71 (23P Input 0.73 0.79 Om 0.92 DH ons 1.0a i.Ss ,.Bi isS I s 2.. 2.47 2.47 4.17 2.61 2.60 .07 3.79 ,�. -14.48 3 12.18 MN 12.29 11.97 SS4 tLis 6.21 - COP (24-C) ��j 4.,. CVe TC 9.68 12.14 ISM Is.. 17.. 21M laS7 . . . . sa 1 0.65 - 1 135 69PF Input 1.87 Z:iO 21 2,41 2,11 21 2 B 1. 2, 2,11 1*1 1,65 .F - 0 - SB 25m 25M 24.Sy 23,95 23.72 af.as 28.95 V.59 2- - - - SPF To , ub,I L,:�� ,sS2 17.80 17.63 z3m 24.84 23.15 21.30 21w z2,42 , 0, - cal v's I a- _�__ C) - 3.24 TC 2z. (200C) 2,2 I 2 S I ofes a. - - 1SO 1.w _ _ mas 1AiB - - - 2.1 - - .41 z.2o � In 1 m 2 '-) X - as 22. 21- - ,a... ,..a, a- 19,ea w m- 1 10.57 1 18.75 18.. 19.63 17.82 18.11 17.07 17.55 12.42 ate COP 1.4s 2.05 ,.at 2.1. 2sI 2.87 3.20 oas ..eF aa.2-F - cop '.. _ - ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR COP 1.73 in I.. 1.7a 2.04 2.08 2.27 2.4a a., .. stse -oac 20.41 (2rc) _ So. I -F 17.0 17.61 l&N ISS2 lam 19.79 19.0 18.05 - - - 121-C)frC)_ B03 IT __ 'r ,0%.�a 6m ,0��io 14.79 14... ......... __ ... 13as 11.38 a.. - TC 9.87 1 as DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. PT _ To 10.79 13.03 14.88 1&07 17.25 17.08 22M 24.2o 22.60 20.75 21m 21.F- Bi 6662*F):jL�� fal t�___�.� 'F I— learl ,a..s ,..a, ... �228M as.1b 21.43 1 14 21M bbU I ,::t�� 1. -.-- .... .... - 2.30 2,41 2.6l r.0 15.,z � 15.00 13.7B 13.89 14.43 1310 � � Mai 10.61 9.13 7.24 To 9.41 11.87 15.27 15.67 17.42 2I.S4 lass Mal 2DA3 z2.06 9 SH . 0.82 a.. 0.7a 0.99 1.53 IM 1.73 1.50 lm 1.0 71.6 2.42 ase 2.97 7 1 E SLIF - (2rC) -nmal - til ti,c) _�� 1.B4 � � 2.7a 2.61 2.51 3.3a 3.23 2.75 1.97 1.16 1.80 1 . Be 7 . I . 1.63 I.. 1.71 1S3 2.03 2.2. 2.41 a.. .. sw - (yF - (22-C) ' a 0 072 - - - - - - C 1 as 2.30 ' ..it ""' eDes 2�28 2343 z2 � zUse 22- 21.99 18.65 16m 13.7a ,..a 2.0. 2.2a 2.08 2.1's 3.12 a. To 2a.2a 2a.14 23.05 22.19 2 21.37 23.91 .Sl .- 2a.. 21.8a 11.25 loze ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR 23.84 23.0 2 21.8s 22.57 20.7a 21M 20.91 WAS l7w 15.216 12.79 1 1 COP I 1.42 I.S1 In I., 1. 2o3 2.14 2.4. 2.84 S.I. 0.91 Gi 73.eF - -- gtz�C) SC 17.29 16IN 16.59 1 15.51 IsM 1435 14.5a 14.86 14.56 12.35 l(Lia 9.09 II54. -F - �� (ir so 17Sz 17.4a 17.39 IS74 is.. 16.12 18.04 20.07 19M 17.55 I— 14,st la,77 To 10.31 12.56 1441 1&W 16.78 16.61 22.4a M.82 22.13 20.28 20M 21m -j Wca 62S`F I 8S.I?F �� is (23PC) ,To 1'.. 2411 26.07 V.GB 27.74 ze.12 31M 35.73 SI.87 32.23 3 75.2 - CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL o0s-C) mas - 1.7e 73jfF .11 - - 10.17 I T- - - - - - - - - - - So S, sol. ZeVCF) onat - moss 2a7 2.SS 2.40 2.M 2.R zos 2.37 2.14 2.21 2si 2.70 2.81 a. i I F 14iG � 2m � 2.60 2m 3.21 2.7a (are)�o C caus a� .1 laws - a.78 1 M util 0.61 1.07 1.61 1 1.81 1.58 1.57 Im I I C) COP 1.73 I., 2.04 2.06 2.27 2.4. 3.21 . 3.34 saa- On ul. 0.86 ...7 0.80 1.ui 1.1st Im 1.72 1.50 1. 1.4. I.) Input 2.83 3.33 3m Ssa Seal a.air 3.20 3.75 3.46 2.114 2.19 C 31.53 30.71 29.88 24.S7 27.20 29.99 asse 26.sa 25.04 22.40 2 18.0 lom . - BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT TC 9.59 it." - 1 16.06 Is. 21.71 z3.10 � HUoI 2i- zolo TC 5 2 m 22.99 22.21 21.611 21.47 23.77 2o.I N.98 23.18 21.0 law 18.65 COP S...3 5.47 6.57 7.12 &14 BIT .,42 sts S. 12.15 14.12 -C) - 26.32 3 N.S4.1 I fis 17.53 19,09 20M 19.76 1870 1&01 16M 16.21 TC 23.42 2SM 2SM 22.37 21.7a 1.56 0 26.79 23.45 22.02 19M 18.44 71.6-F M . (21 rec) To 15.56 19.12 24.80 26.17 V.78 27.81 282a 31.99 35.83 34,97 32.36 � qrq Input 1.97 2.2. 2.W 2.78 2.. 2, a.. S.25 2.77 I.. 1S3 se. I I Go 1a.,. - - - 11.34 11.12 - - - - - - - 14.89 18.30 2a.74 2S. ... ... 27.ab ... - - - - and 1.96 1.97 1.% 2.14 2.1s 2.10 2.29 2,40 2.54 SC 17.87 17.80 17.73 17.07 H.Sa 16.45 18.39 2a" 19.41 17.89 1..80 14.85 14.07 PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL COP 1.43 I.. I 1M 1.18 2.08 2.2. 2. So, 3.31 (21r.', I C)- __ TC 11V-1)(IlA,)- TC 14.33 18.95 23.61 2SW 25.50 28.25 28M ze.69 32.33 30.80 2ol 2835 ,va, 1.92 2.0a 2.. 2.. 1.89 1 IN 1 1.74 2.. 2.21 2.31 2.51 64.41 Input 2.0 3.40 3.67 1 SS7 3.71 1 1 137 1 3.0 1 3.82 1 3.53 2.61 1 2.26 N.S2 32.80 UM suall 32.910 31.M 27w 25.31 24.25 7 13.61 -F To 21.04 20.93 N.88 ..to - 19.1a 21.. 2.to 22.S7 21.m le.7o 17.47 la.. fest COP i.si l.f. .35 2,13 2. 2.7. 3.4. 4.. 75.2�F 62.6PF 25.23 20 ...0 M07 21.5o 20.48 18.sl 17.. if.. g -COP .. . . - 2.74 2.75 2.57 2.. 2.41 2.72 2. 3.01 a.. SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES I ---1- 75 rF 62 F . . . . . --7jC- 1.90 2. _ GeC) irc) - '.. 21 _TcC_ - 1'.. .88 26.25 27.92 W.W 32.. 35.91 seae .- erts,- TC - - 1 23.25 zi.as 22.43 2 2 26� � 22.sa zBo4 real is,C) Input � � � 3428 3.s9 a.4e � 3.66 3.79 167 ass 2a 1 - - - - - - - - - 2.37 z3a _2.. .. z.. 2. 2.a. 2.00 a.. TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. _37�a__ a.74 fas C) t.f Inal 2.. 2.98 3.2a 1 3.14 3.26 2.22 2.95 1 Its 2.50 2. C) SC 68-F - I Input zsS 13 zan zear (2VC) 2.2a as I 28M 2B69 22.33 30.79 2 _28� 4 Iran 2.2a 2.31 2,45 2m 2.28 2.05 2.12 2.41 2.59 2.70 2M A CF)--F� TC 14.33 IBM 23,61 2SM 25.50 28.25 __ szoeq Mpat 2.83 3.33 3.6i 3.Sa S. 3.7 1 TC 37.22 36,40 35.W M.M S2.22 30.74 28.10 Has MIS 16.3a cop 1.81 1.89 2.ze 2.4s 2.. 2.80 2.81 2.8S 3.13 .1 1 4.17 1 4.SS 1 f. (23'.) SC l4aS - 64.4-F Input 2.91 S.is a.. 3.27 M9 am a.. 3.7. S.. 2.0 -1-22- � 2] -- --_ .,I-aa -To- 15.69 11.2e 24.9a 26.30 V.91 27.17 ... 2 a 2�41 1 7: sons , 2SS & 0S`C) *1 To 2 21.14 21.0 e428 � � 2�84 24.Ss 22uDe 21.26 HU)a 17.as 16.72 COP - - S57 - 8,12 91ta 9.61 1 12AS 14.12 7�) Z�k) Som - - - - - - - on 1 71'1 a 1 2al 2m 1 . ... .- a.. a.. I ' !.� OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- . js�F 1162 -ines �C t.C) SC 16.20 16.14 16.07 15m 15.07 14.91 16.67 18.W 17.1as 16.22 1&2S 13.47 12.76 TC 11.04 I— 20.78 22.0a 27M 31.33 30.51 1 22.01 28.08 1 [_�___T Input 1,11 2,1 1 2,1 2.0 2m 2.71 2.8. 100 a.. 9 710F �99 -349 S.M 3.67 r'�2',I F TC 14.33 IBM 23m 2SM 25.50 28.24 28.62 2BES 32.33 30.79 2 211.35 (2 C 3.26 . 2S. Sao Sit 2 LEGEND I G-MC) Input 2...1 3.16 a.. 3.27 Me 3.46 a.. 3.6a 3.7S a.. 2.63 2.22 land 2.47 2.48 2s0 2.64, 2. z. 2.47 2.2s 2.. 2.61 2.79 - a.12 (zic�) S. Sat 2.36 f3fF 73, TC 42.,H 41.62 1 40.80 35,48 33.31 32.25 28S6 21.63 _60-p- 118-1 I"." 2.415 to 2.81 2.90 De-Day Both COP 1. 175 201 20. 2.0. zas 2- 23a zN0 2m s.. a.75 TC zLDsr 21.96 21.88 21.10 etes 20.36 zz.66 sam 23.87 V.07 _ 1.2. 1.7a 2.14 .) _F W zaaa _ WBaIb DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO _1804- 31 I 0.6PF 73.4-F - - 117 .), _eizsrf227�73 24.12 ... 24.44 - - - 14.63 LEGEND TC-Tbtaimatc,,Pem(mro� ') 1433 -St ]W] -C) -C) ac 16.01 15.98 15.12 15.3o 14.07 14.82 him 18.27 17.37 Hroa 1SI2 I— � LEGEND - Input, 2.90 2 2 Soa 2w 2.76 3.05 S. - DB:Day.11, SC-S...lible C.,nary(10D]Besmai CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR T, ]W 1]9�1]M 1 23 26-P_37S - "P Do Input-Toal P.(W) (2-) T ]P" 3 2- 1 1 1 1 Input 2.W 2.81 2.83 2.97 2w 2.97 2.80 2.0 2.65 2.H 1 3.12 I 3.22 am TC:TD%1BN'1`lCsp1cr,(man Btablol) LEGEND TC Tutal-Claess(IM0131,11,1cr) - 7F �_--_--1_T91-�-3-11-6-, 2ol 1 2.09 1 2.08 1 zas 1 1 2.38 1 2.50 1 2m I Im (az (2a -1 Ins) -Iny Bulb Input-malInv) WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE LEGEND Mp,�M., %-Wat Bulb _P__ DB DmB.Ib T2- WB-Wat Hall, �C_Teal ths Capacty(1000 Bear-) CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED Esmina'C'mayfutoosinawn) TC- at""'I"�10'""") -Rew S._=,N input Peas,I-) al.capoety .Bim-) DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND Imn_1(.) DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 3a-.-.IP. Spedifflose-an,jealcolues.-nows. 15 16 Snosabjact 0 changeM S8MARG01PD 38MARB01PD a,accece.eabject sc cictroa,cavaut rawa. 17 18 specionamen,jen W cherse.nma mace, 38oARMIPD 38IuvRMIPD Spec,scat.ot-ject ta catabs,aroms rece. 19 20 sanecam-sub,erttacictaost-mace. 38MAM01PD 38MARS-01PD a_lce.r..1,ctta..ast__. 21 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 RESPONSIBILITY OF ESTIMATING THE WORK. HEATING PERFORMANCE-CONSOLE COOLING PERFORMANCE-AIR HANDLER APPLICATION DATA METERING DEVICES WIRING AIRFLOWDATA ELECTRICAL DATA CONNECTION DIAGRAMS IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT HEWIIN OUTDOOR CONDITIONS fiDB) COOLING OUTDOOR CONDITIONS(DB) Unit Selections Unit Mounting(Outdoor) The cande.,1 has an electronic ea,amem.,evc 1....age the All,bm,,at be emd per NEC(N,fimi El,,m,,l Code)a,CEC SYSTEM SIZE OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE MODEL Sol a equipment the either annothas or suppostuslightly mr,the, Refer to the..it's incralkition m-fi...far Border details. ,fiig,,,,t raw of the,centered far call. (C...dim Electrical Code)and local,ad,,.Use Electrical Data cal,c �SYSTEM SIM� (12K (20 9K (2012K � 11K � (.XKM Indoor 11 BY) i B/23OV) i W23ov) (20=30V) . I (2011/23011) (208123101) VOW PH He 115-1-60 20=30 1-60 5- 1 C. ,221F 3�le 4-F 01F (.WF irF 19.4-F 24.IVF 3rF 39.rF 44.6cle 53.6-F I - I (OPC) -- .io. li S`F "I 11F WIF 1WF F 1221F c 1 1.324 1.765 1 2,235 1 2,235 2.235 radill... (.C) RICI 11F SIFF Ilial 1,324 M"-Min _WCl I'VC)(-201C)(4rC) 16c) (.VC) (.rC) (.WC) (IC) frC) (IrC) " C.A"Ifi_ pesC) g e the anticipated peak[,ad.This provide,ben,humidity central, Unit locating-Far,liable operation,mim all be level in,11 pirrea. DRAIN CONNECTIONS MCAftnmi...circuit.trips)and MOCP marairrom ever remor I Omdoa(CFM)I I I in-104 26S187 M-187 M-18 20-187 20-187 25�187 DB fewer ent cycles,,ad I...pet-land operation. Chaname.-Mim...alwomee(a.Fig.7)-at be Provided for prosection).comactlysia,the,imt and the disconerect fine,a, POWER oloo,Voisin, - FIELD POWER SUPPLY DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS TC 5.70 00 10.42 11.0 12.30 Ism 13.93 14.55 15.90 11.91 14.27 14.66 . We Farrel,wed i,,p,,,,,ith high wasible load.,base equipment .'fl.w.The c,,dc,,i,g near sam designed far fime,fl-,pplimfi,,. mean dems to aboar the local Mutation codes. breakeenespeclively. SUPPLY MCA 19 15 15 16 25 23 28 CONNECTING CABLE .a,I OUTDOOR TO INDOOR _� (59-F Input l." 1.39 1.69 1� 1.80 1.60 1.69 1.69 1.69 1.`48 1.27 1.07 - TC 22.81 22.6 23.12 21.96 24.S2 MM 21.03 17.97 1tSS selection an unit wasible load,not an total anticipated load.Adnot A..leas,ad outlen,should,at be testricted. REFRIGERANT LINES SOUND PRESSURE Me,Fusel 25 15 15 25 35 30 35 DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. - - CB AMP 15-C) F WF to Unit loc=,-A location which is co-comet to keelson,and - COP 1.16 1.27 1.81 IN 2.01 2.46 2.42 263 276 2 36 3.30 4.03 (_C) re,C) c,.fi.ip.l.d man oc,bulb temperature to avoid anderst,og,he .0 Cap. ,tons wimia.A location that can be,,thc weight of General,efrizersom line Sizinal Recommended Connection Method for Power 12K 18K 24K 36K COMPRESSOR V"`PH_Hz 115-1-60 208030-1-60 20W30-1-60 2W230,1-60 20111230�160 2WO�l�O 20W30-Tio top. I.. Izo 1.2a 1.14 1.14 1.87 22 2.. z. 2.21 1. q,ipmamt. ft to SYSTEM SIZE (12K 1(20 INK �( OV)I(2030K the.old-,-it and wh-the cold..-it can be-d i.. and Communication Wiring: i i 11svil gi 2OW23M 1(208l�(20- el 1(208123ov) RLA 11.5 6.0 8.5 14.25 14.8 15 18 TC N.Sal NAI N.13 24.97 23.72 26.8 25.8a 24A 22.71 19.41 12.9 1. Theastalcoaream-Aippedwill,.fill A I Outdoor..no pormans,love I do.I 54.0 1 5I5 1 66.0 1 69.0 1 62.0 1 61.5 1 61 5 (Irc) Input 1.49 I.*t 1.75 1.80 1.85 1.66 1.74 1.74 1.74 1.54 1.32 1.12 F 75ZF U.WF $0 1S. is- is.. iout - - - - - - 12.75 toffigaorm All charges,tire mi% - .fR4 0 The,am pow,,is supplied to the outdoor unit.Tb,field supplied I 'Pimalitnibl.firafte of the valet.range at which due..ft.ill operate befiefientonly. 1 2 3 L N I W I 64.4-F level positive and er',bt 2 2 are him ed..now � � � � � SHEET TITLE: (24-C) (C) -- Do ent imull the indoor or,eadme ame,in,locnim,with tioctild .F25 ft.(7�6 GrL Far mas ever 25 ft.(7.6 aft,,eview"Long Line 3 p-c0marm.nicei..wifing,ft.,he card-,-it to I a indoor I 1 1 2 1 3 1 1 GND(D se COP 1.14 1.24 1.77 1.90 1.96 2.40 2.36 2.47 2.69 2.29 3.19 3.86 ; top. . 1.3 1.1s . ,.Is 1. 2.57 2.57 a.. e-imermanal amaliti.m.Far these.pplicatuart,-1 y... Applicatimal an page 25 far the pirapel-chargetalied-ras. ..it,e.misla off...(4)wime.ad piervidea the pov.far,he indoor Sound Pressure in Octave Bands LEGEND Power to Indoor V Ic 5.90 6.19 10.61 ll.n 12.49 13.67 14.12 14.74 16.09 12.11 14.46 14.85 1 -- astir .. ... asaa 25.11 w.H 1 V.75 I 26,43 1 24.17 ... I latse sets notnewencive. 2. Ra,ftigurnal lines should,at be laried I,ch,gromed.If it is ..I,.I..�irca are high voltage AC power,-I,-mmam. ft ocir 6OPF � W.WF Be FREQUENCY(HZ) Indoor Unit Signal E ( (1 it�F -IC- 11:8,1,z, Ground "'I"' , Be - . accestary to tany the lines,do.I b -than 36-in(914 craft. witing and the elhor is,stated,I,.Wiring able,...indoor - 20.5-C) Input 1.44 1.39 1.69 1.75 1.80 1 1.60 1.69 1.0 1.69 1.48 1.27 1.07 A (21C) - System Operating Conditions Provide.Reflown 64(I 52 ance toy" 58.5 55.9 RIA-Rated Load Aram H 115-1-60 tape - cal_W proven raftigurned reason vem at rise W the,w,im Cooling JB(A) 58.1 51.1 46.0 41.4 34.8 28.6 1 1.17 1.16 1 2iZ 2.26 1.a ,ad,mdav,unit is polarity....itiw.The mas of BX�ibb is NOT 12 K(116 V) Heating affi(A) 58.8 57.4 57.4 53.6 47.3 43.5 37.2 31S ,igh 115-1-60 i I 1 2'. COP 1.16 1.27 1.81 1.9,1 2.01 2.46 2.42 2.53 2.76 2.36 3.30 4.03 'W ___ "' .1. T to. �,-,-�'-�,,!!l 11 � � - T` 27.8G 7 1 ..21 267. 30.2. 21.92 Kes OPERATING RANGE MINIMAX-F/-C _1_6171 Voltage ..., 73IF Be 3. B,thh,m�th,im,],�d.U�,,fi,i,=,fl/2-i,.(12.7�) oeconevended. laaloor,B(A) 40.8 33.0 34.3 34.1 33.7 26.6 19.4 14.1 TC 5.86 6.16 10.58 11.69 12.46 13.6,1 14.09 14.71 16.06 12.07 14.43 14.82 fs,C) (_) 22 al a2m, 21.37 � 1 ... I 7 I z1al IS14 14.4 All si9-36(II5Vbwd208/230V): thic i..I.fi...Cl.�d-ili..I.fi.i.-.d�di..Iii.g- - Fan and Motor Specifications applications. Unmanned in,high Electromagnetic field(EMF)am and Confiro dB(A) 53.1 51.2 52.6 49.5 40.1 36.5 29.1 26.3 Fig.10-Connection Diagram 12K(1 15 V) (220C) _____t._.- 1.1. 1.17 IM 1 2.0 1 2.6z 1 262 � - . ]i 9K(208V) Heating dB(A) 57.6 55.0 52.3 50.1 45.5 42.2 363 30.0 71.6-F F�� .51 1.82 1.87 1.93 1.73 1.82 1.81 1.82 1.61 1.39 1.19 1 ..... _ Crating:-22/130(-30/55) 4. =Ionstaidendiceshould be gh,ca to isolating c-mal-wation issaw ecishat,.14/2-tied shielded wine or.be I COP I 1.10 1 . H,eirg:-22/86(-30l di andic - 24.0 14.8 lar is 2081230-lM SPECIFIC SHEETS FOR LEGEND mac,cournmeting tubing firan the building surname.labi ladoordB(A) 45.2 38.8 38.1 40.8 38.9 35.1 12K far z4K 30K 3aK TC 10.99 1.51 17.00 17AI 19.20 23.42 21.22 25.54 Z2.28 23.95 22.65 6.82 an .,..'a tabing.vibme an or.im is Dat monerined inhadhe-. wed to,pI...L2 and(S)between outdoor Unit and ind...unit Canning MIA) 54.4 55A 51.6 52.6 42.1 37.9 31.5 30.1 38MRS Unit St.. 59OF M-wat Sal, (15-C) Input 1.90 2.23 2.50 2m 2.71 3.01 2.91 3.12 2.33 2.21 1.87 1.68 TC-N.1(apery(1000 Stntho,a) Law,Lim,A-lie.tinno, binding the shield,at,g....d in the card.....it only. 12K(204I Heating dBIA) 63.7 59.9 55.4 52.2 48.7 45.1 39.1 _�W_8_ (115v) I zo.So V) (�O V) (2-.V) (--a-V) (-a V) (20MM V) OON'E' CA" ELD POWER SUPPLY __ 1.19 �-Samilbi.Capacity(100 Bta) OUT 0 1, COP 1.70 1.78 1.99 2.07 2.07 2.28 2.14 2.40 2.80 I 3.18 3.55 Input---Toal P.(W) I lmhoordB(A) 39.5 1 31.0 33.3 , 32.5 31.5 23.9 17.9 14.24 a. _ D OTRIN'0 D'11R THE AC (JADU) -=1,21-16 at�"--21%1-1 .1,=.M.1 S4=2'-Z1 .4=1-26 sis=htnt., B A,I alel. _A, TC 10,111 12.93 16.42 16.83 18.62 22.84 20.64 24.96 21.70 23.37 22.07 6.24 1. N-hang,in limear,ing isnareirod, Canning MIA) 56.5 2 61.8 46.0 38.1 33. I - som,-20%GF . . . . 2 2.: M "I T., 1121*11*I- -1 111-1-11 1112, 1,1111"' 712. 64.4-F Add neffigerse per the Additional Charge Table below �� 18K(204I Heating dBhd 58.8 :S S7 ! " , (16-C) Input 1.88 2.21 2.49 2." 2.70 2.99 2.89 3.11 2.32 2.19 1.85 1.66 HEATING PERFORMANCE-AIR HANDLER �EQUIPMENT DANIAGE HAZARD _ __ 9 54.3 51.7 45.0 389 . 31.2 1__ - - - - ea. IKH RN udoordB(A) 39.5 41.5 41.9 41.6 43.0 37.5 33.5 21.4 Disawass, inch 16M(421) ".a.(-) 11a.(434) 21.06(.at ..as(wo) 22as sist) ..(-I 1. COP 1.62 1.71 1.93 2.0 2.02 2.24 2.09 2.35 2.74 3.12 SAS 1.10 Additional Charge Table Caming dBA) Has 69.2 62.9 Si 54.6 50A `16.5 41.3 - � � � - TC SW 12.44 15.92 16.33 18.13 22.35 20.15 24.46 21.21 22.88 21.57 5.75 - HEATING OUTDOOR CONDITIONS(DS) TOTAL LINE Fulam,_.dic caric...y mail to c,apeate d.W., 24K(20611) Heating dISIA) 65.9 68.6 65.3 58.7 57.5 53.8 48.5 44.5 3 ..'a. ... a..ras) 5.,mias) S"'(144) S 24 fas) s47I.) 547(139) SA7(139) 1 1 1 2 1 3 1 _1 I L. (69DF ..., IrF -,a-F (4-F - S`F "I h .rF srF ..., Sa.F ENGTH:�N) ADDITIONAL CHARGE,OVIFT."(M) inapropermendi r. GINO afin 20.5-C) Input 1.87 2.20 2.47 2.43 2.68 2.98 2.88 3.09 2.31 2.18 1.84 1.65 �.d.....a (-C) (.2sC) .2,C) Oro) Oro) far.) ,.rc) (_) WC) We) M.) Orc) UNIT L_ wim,A-Ind besi,d bae�j on NEC,.d 11 code, Indo,rdB(A) ".3 38.8 42.9 39A 40.5 US 26.2 25.6 thate - 10-1 zKFN01 ZION-34-10-1 ZKFN-12082 2RFN120 120-8-2 lPower to Ilndoo ,Owe --- - SIZE MINT ,98 13 r COP 1.516 1.66 1.89 1.97 1.913 2.20 2.05 2.32 2.70 3.0 3.4l 1.02 WIF TC le.l. la.73 24.19 25A 27s 28.19 32.46 35.8st 33.17 31.51 ( I (8-25) (2i4l)) (30466, Cachno dBA) 62.4 58.3 HIS 55.4 51.4 45.5 42.5 35.1 1 Grou d Indoor Unit Signal r UPP _NC TC 9M 1.16 15.6,1 16.05 17.85 Z2.07 19.87 24.18 20.93 22.60 21.29 5.47 (I&C) Inion 3.02 3.23 3.415 IS 3.61 Ss, .153 a.. a., azS 2.. la 9 82(25) . . . . . . . . 71.6-F S - 12 rl(A I L7�2 389 `l5 42 422 37.6 28A 23.8 - 1 1 1 1 1 1 1 9 . - .19 2.47 2.42 2.68 2.97 2.87 3.09 2.30 2.17 1.83 1.64 S. as, 4as - 98(30) __ Mli';dE(A)) saft - (2VC) TC 15.35 19.19 21.73 ... as. ... 26. 21.11 st. ..as 32.213 ... 18 10(3) None 61.8 61.4 54.4 50.7 45.3 43.2 37.1 ... Ha Go 60 for Go, 60 . 60 oltage COP 1 1.52 1 1.62 1.86 1.94 1.96 2.18 2.03 2.30 2.67 3.0 3AI 0.98 . & 64.- 3.33 2.63 l.. 24 bad ISO) �� r�n((2-11, Heading dB(A) 1 58.4 65.0 54.9 50.5 46.9 42.3 TC 15.30 18.82 24M 25.80 27.39 27.,t5 27.82 31.56 3536 U.51 31.92 31.99 WC) lent 3.12 M7 3.72 S.73 .. a.. a.. 3.11 30 o32 EQUIPMENT DAMAGE HAZARD IM..rdB(A) 1 43.5 I 40.6 41.9 37.3 28.6 21�5 - � . . . - . . 0.5 Fig.1 1-Connection Diagram 9K-12K(2081230-1-60 V) . . . 2 (I _`E� 2.17 2.31 2.97 3.04 - (SWF Input 2.89 3AO 3.68 1 3.58 1 3.72 1 3.33 3.37 3.70 3.83 3.54 2.60 2.24 a P 1.4,4 1.68 1.79 1.85 1.97 2.13 - - So I .,am I.. ,�co.lmay man t,a onap-an.W or __ is-C) _�Op � MHF Tc le.21 loss 21.22 23.as Skez 26.241 26,42 26.9 30.W S4.19 S1.65 30.07 rpen. Outdoor Unit Sound Pressure Test Conditions Read HP He a.- unss 0.S .." ul. 0.16 'Lur 5.29 5.54 6.65 7.21 7.37 8.24 8.26 8.52 9.23 9.75 12.30 14.29 ( boas S.22 SAS 3.aa S. se .. a.. 47 272 t- i- 2081230-1-60 _ "' 'i:� Be sam.comply md,total cod.winle mari.,,ci.ft.ffic NOTE:H=0.5 x Height of outdoor unit be DATE: MARCH. 2021 TC 15AD 18.92 24.51 25.89 27.49 27.55 27.92 31.66 35.,t5 34.60 32.02 32.09 C) -�,--u.-- la 1.7 1.76 iw 2.02 2.0a 2.1s 2- 341 juble.,-it 1.tac-tho,-it. (nalsa W as . . So - 1. - CONNECTING CABLE FIELD POWER SUPPLY .. G. So 64.4-F I TC I L4.48 I 18.1 I 0.5 I M.19 I 23ST I 25.M 1 25 2#22 43 1 �� E,,kcbe conatted finaly,L...c wili.g may came the 1 n �yr. - DC DC - DC DC Dc DC OUTDOOR TO INDOO _� _ _ - (18-C) Input 2.89 3.40 3.68 IN 3.72 3.33 3.37 3.71 3.83 3.54 2.60 2.24 loon 331 ` 1 as Outdoor Unit .a..C...... ..------,- I �71 U' IT. 1 riml W a-h-r,men I in aa,la,.m.rtio,A one heond acy is I 1 1.63 1.95 2.12 2.16 2.42 2.43 2.50 2.71 - es of ofir . h._ � I vas z COP IN 2.86 3.61 4.19 (21C) �Ih,,It,-I......,,,,,I,h,l11,a M.In-Ft-ly c,oc,irl,rn I ,rawn-11 nal"isligbuy..nactud. i I insulation B B B E E E E TC 15AS 19.00 24.62 25.98 27.67 27.63 28.00 31.74 35.53 1 i 11 i 11 � 11 � 11 � I Far L. ,untaccen,. ffic na .ab"....,, � 1001111"I I 1.11,21C I serl(11C) 1 34.68 32.10 $2.17 L 1.4. 1.58 fis .75 .. 1 2.1 1 2. 1 2.69 a,.. 'i"a� ..-m should I...,In.raft-oul-a,-,.a-,--.,any REQUII.a fl-Niange i.the c netandiu'Ei .a I - , (69PF ,I ciespars. HEATING WF(WC) WF(lB`C) I� � 20.5-C) Input 2.90 3.41 3.68 3.58 3.72 3.34 3.37 3.71 3.83 3.54 2.60 2.24 LEGEND since.Ill,,dric,is not reare used - - I- I- I- I- I- I- "', GND cis Bulb mcdc.-,a.m. Dn'. I==re,rw,it,d and,hall bc bnaud�fthi. COP 1.57 1.63 1.96 2.12 2.17 2A 2,1 2, 2.72 2.87 3.62 4.20 %-__.ub ..-.= From do .-dincran. Microphone S "Irp't . 10.3 3 1011.3 im 173 - 173 1 1 2 3 SCALE: N.T.S . I . . Tc Toolh! Cew.hy(10G0Gtw1r) in cable�ith conduit thall be mecd thavash the note to the 1 2 3 GND 16.62 1 ii' I iT_ _L 34.73�32.14 1 K.22� - . �_Wln Pro, ,RPS 0.82s 0110% 1c20% 1.48,10% 10% - Power to i�loo 04 24.67 26.02 27.62 .67 as 1 il.7.1 35M ca's- P 0o') =tp,g I _ _ -, act IndoorUnit Indoor "'fifia� 71.6-F COP-M.) I I Indoor Unit 0 ersupply (2VC) 1 LnpC� 290 341 369 _3.59 3.73 3.84 3.54 2. - sans 3 as. o.3 1 1,48 1.48 1. Powe - ,P 1.57 1 1.64 1 1.96 1 2.13 1 2.17 1 2.43 1 2.� 1 2.51 2.72 2.87 1 3.62 1 4.20 NOTE:Matches with M,Iti-Family and Residential Fan -curan r SUPPL)Signal Ground High I I Coils require separate pwar for the indoor and --awasor ol NA Na NA . NA Not . 2081230.1.60 High 2081230-1-6n Voltag 208/230-1-60 LEGEND outdoor unit.A 24V interface kit is required for Voltage IDS:Dq Bulb compatibility.Refer to the 24V Interface Kit Sd = tonormansfia "ansometa __. assamess. 0 -_ W Tatall,baCendity0traloaaaar) Installation Manual. -7 - 7. DRAWN BY: S.A. Input 2.19 Cop 1.66 ' 2' a ' ' ' u a '" "' . a 12 0 "a I W. , 111 �� 4 . - J A MS W-1 I L)�L Fj_uM.2r Un! Pan Base Rubber ou'"t"'or Unit a,RCD Palo No � 2.ofiriA."fin77 ;2 .0, _7 a __ u -- �- fifi,IARSO`�_` fiMAR..-- '- - I aa� .F ....1 C.,I A..30 12. A)7 �3 MAR...n t�_, ,I r=�_::,il I I .Ae � i6 1 1 1 __ _' At � - -- ``2 412 "at 7" a as 7" 3'S 1 4B .1 1._ 7- B Bar a ,as 4'3- ' _ ' 3f 0 2'" 2'as 1.7 -.1 21"2 _ S I as.. st Got is ST " z a a S a do . a z B, - 1'. . 2 3- . 41 AS is as 1.a. �3.a a- "0. �es a 7a z of I I " 2s" 4') 4." I,�1 431. '. 0 'as. 22B " We `P 1 a` T. T. .o. -So jInp. 2 a, s ca ` -' - op a 2. 3 is I- T. 1,se ..at T. lipas 22. " a. Cop 1" ," I i I ' I'. t21r.)fs'.) 'S r,ear, t_C)it,C) ` -,F.,F ' I 'I ,2,C)it'.) 12 IS So ,2 . as H T' "' "' ,2 1 np COP Bi ' 11.pM111 SU Cop se T. .Go opas 1 sa cop ,So "" '. His 'So 1'a mor . '' 1"1 cop 1,a ,7 d.41S 1 I ,._ �_ i ,_ 2 1 as _ z. . ,as. k J.. ,as .... 0 no 2] " ,a 2S is 77 "` 2-� a as 'P -St T' $2423 n ,a as Input ," " -.a , '27 "" 2 4.7 OF ,4 2 3 .0 a_ 'T. z So no. - ,a 3, cop a as It G. 'T. z.1 no. for cop -. T. 2 is tr opor ' 1' 1 an 1 as 21 2 7 2 0, . . 4 1 a as 1 2 ze as 24E 3 as a as .oP "-s 1 3 1 2 S- 7 27.01i 2 12 24, a.. .. .. as- 21 2. 7. ..17 "so ,6_ ... 21. 24. 2_ 26, a.. a. Sass a.7 .0, a.oa a.. "3, '.Go ,. ,. I'll , P"". to ,n,.I ,ri,'Eff " "' nr -4%hdo.'r -'7 B71 I Go 2; ,. � M 2 '33 JAR '7 9 �3 , 4 14 .' I a 2 9 -3 as 3 1 2 2 1. It-Uri' Irdo I", "Si'po� , ", P r&p rnu High Viol �4 ,. So' 2081230-1-60 olti 2 "S 4 fin. fil 4 S7 S -B _. 423 .1 4 .4 ''7 6Z B ",G . SH .B 422 3.3 a 23 -_ JF,,11.ID 3.3 1 271 .. 9M , � I IfE. I Icr Unit Sign r'Upp' 'tgl� 1.02.-M. " I.na�mal-1(Ins) .- I 31. � rz I - � 730 1 7al) I 780 � NO 810 I Fig.12-Connection Diagram 24K-36K(208/230.1-60 V) COP wNs 3.3 ft.(I.) . I M.A.pur� W 1 100.3 � 100.3 1 10- 1 IM � 173 1 IM I Fig.9-Outdoor Unit Sound Pressure Test SHEET NUMBER: 22 ._Aa.urb_._m_ea_ --lPD soctaRS-01PID E,pc...w.._mcWtb_, 23 24 siacreaser-tanattera-Vacisca, 38MARB-OIPD 38MARB-OIPD SIP-caba-taettace"t-a-ce, 25 26 apefoes.-ashanta-socWtvarobsco, WWRMlPD SaMARG0IPD specricafica-ablect.-aacwthourecou, 27 28 Specressioaa-0.1c.scou-smact. 38MMB-01PD DmO2 Community Development Department Planning Division — Cupertino CUPERTINO APPROVED R-2022-005 WIRING DIAGRAMS WIRING DIAGRAMS(CONTINUED) GUIDE SPECIFICATIONS AC UNIT SOUND RATING Case # HORIZONTAL DISCHARGE OUTDOOR UNITS COMMUNITY DEVELOPMENT DEPARTMENT DIVISION uvooarssr ronsx �nb,. ---a nvooausr usstcronumvnr ApplieationNumber(s) �''I _ Pertl-GENERAL Size Range:3/4to3 To.Nominal Coaling lN,,bin38MA B 10300TORRE AVENUE•CUPERTINO.CAB50143258 T -, Model Numb«:36MARB Fal (408)777-=$•FAX(406)777-3333•Dlanninn:i4ewarano we g @ t6 i CUPERTINO @ a c... r 1.01 System Descriotion D.Compressor. Approval Body: Director/ Staff Outdwround,oeaspbt sysl hang M trestory nasting.Uifo on-the-growl,rooftop.waR hung or balcony mowting.Unite 1.Compressor is the fully hermetic rotary type. N60 , nsist ofa rotary compressor,w air-cooled coil,propell«-type 2.Compresso,is ewipped will,an it ayatem,weaning oft Step 1: Select scope of work:Only one A/C Und proposed 09/14/22 n ' <x <.,. Nor < nt ry, :a. ro M I,wd a.— Approval vas ww�; ,urrR Z drew-throuigdooi*ao,ad.enowllve(HP),ts dinhlage(HP csa .'a<� MS Approval ate wa,« --"'" "' l "r �n wad rehigfent— table tp«anonma Sound s 3 cored clas sui for �I L____________ crow wits),metering devjce(s),andacwirol box.Units discharge air osvh«e. Step 2• Select Make and Model of A/C Unit Faster Make and Model of unit(s)then enter maximum A/C Unit- _____, horizontally as shown on,necwaactdmwinga.units fim«i 1.Compresam e-bly is installed on mbb—fla ion isolators. Rating from man aetureees specifications: MAIN BOARD the oamom component of" air-toau heat pump system. NBOARD E. Dntd°arCeR: DESIGN Signature Brianne Harkousha c�so 2. Units are to be used ins neigeratiw Mrenit matched to ductless The coil is constructed Ofalnmi-no hydrophilic precoated h«tp"n'pliawilonira. fins mecbanicallybondedwseamlesscopp«mbes,whmhare 'Make:CARRIER *Model:38MBRBQ18AA3'Sound Rating:59.00db C�I9 CNau CM Case Manager z n LazAgnrvLirtinPa Meaaea,aehymama,anaaeama. U ny �--p U w y µr p a p gw VP F. Refrigeration Components: F 5 r^ k fi R L Unit construction complies with ANSVASHRAE 15,latest Reingeratioreuitcomponents includeabrass external liquid re,'slog and with the NEC. line service valve with service part wwemions,a 2. Unitsa —Auxtedoe,tordsom with UL standard 60335-2-40. gagepo O DCFAN DCFAN 3. Units are lis edinthe CECdire ,Y s—we galePbre aVelVe wiha ervice gage tonne«ion Pon, an.1 -1 a —we gage port cowechons on compressor suM,on and Step 3: Enter minimum Sound Blanket Soamd Rahn from manufacturels dficatio if used: w xMcrw - 4. Unit cabinetEcapable ofwithsmndmg 500.how salt spray test per (Air It tDNMFSIOR Federal Tes[Stwdard No.141(method b061). discharge lines with Schrader type finings with brass caps, A M ND,E [ I NOTE --"'-_-------- 5. AircoolN condenser coik are leak tested at 550 prig, acwmularor,rev«sing valve. Sound Blanket Rating: db / / S DESIGN This symbol indi<atestha[ This sym6olindi[ates that G.Controls and Safeties: rheelemeatizaptional. the element iso optional. 1.03 Delivery.Stoma¢.And Handlina The attual shape shall prevail. - p Operating—.Is and saf«ies are faMory sel-ed, The actual shape shall prevail. Unit are shipped in we puree and are stored and handled per unit ambled,and tested.The minimum control fwetions rr ,xaar.s�o. crnr-vro<-m-ra rim ac n ,re,r s.w <aso o<trn Fig.13—Wiring Diagram Size 12K(115V) Fig.15—Wiring Diagram Size 1OR(208/230V) manufatto—'a�eenmmendahtna. m=lade the following: 4010 MOORPARKAVE 10 ... aw re' °c a, 1.04 Warranty(For Inclu y Specifying E p t o ela control se w— provided standard tep Specify distance from closest ro line to nearest face of Ifni s 5 feet 0 inched SAN JOS E,CA 95117 ----�----, —at m Ponta rpw., I C throe the F cod boegra P Pam• H) "n;°fl- "; I Part 2-PRODUCTS •Anromaric oamoo,tan mover prom«ion. S 4 m z.ol Eaadomnt 2.Sardea: °«,du aveabnabe; run ,.a: e6 •system aiagnoatrca Step S: I-ocafion of unit(s).Choose which image best indicates the location of your unit: EMAIL O C @ MSDESIGNLLP COM TELL:(415)2541606 a.e,a z o at A. General: Coropresso maw,earrent and teropemmre o—loid FF I E A • � ` - � aurx •-- --- Facmry assembled,single piece,an cooled outdoor unit. proration r wr wq cen:aanear Other:Nc w4tlsl CNRI e' csas N6 nnegrorannae cx�z l exao______apucut Contained within the unit enclosure is all the mmory wiring. 'Outdoor fl m noec on. O 3I - bra,edxa xe s.w, t wa,a wia ,.nr ucz.�'or st ®"' Mga a:eo 0.°°A'0-' piping,control tithe compressor. H.Electrical Requiterenn:tr y,w,yn ,yr 41uam.more an xM,r a® "m cxzo m°weo-10%"^0 B. Unit Cabinet: 1p"°"' anw:Mnlw.w O N.wnln:�aalw enanlmkatee in t___._____________. c�'t.x zxovac I.Uni[apemtesonsingle-phase,60 Hz powera[IISV fmwitsize wm dolt cowrrsIso Ou1p` MAIN BOARD 12and208/230Vforwitsizes09,12,18,24,30and36,as d» a�w„�;;M, a MAIN BOARD 1.Unit cabinM is construMed of galvanized steel,bondedzed and wwazao vac onal:o- Igpnzaovae coated withabaked-ewes—ble slh theinidsaeox anide. specified. N" alassts llMtm a� oam,m]aa vat 2.Unitaemsspwe s"Wth ownpre—,fa,,nw anal 2.Unitelecnicalpow«.1haid.,f point coilI ctiw. ,k Clear CN7 ur a provides full access to the compressor,fag and control 3.Unit Control voltage to the indoor fw coil is 415V DC. °cop°nwta 4.All power and control wiring must be installed per NEC wd all 3.The ontd—napammeat is isolated and has au...fit lining local.I mical coded Step fr. Do you have a solid Concrete Block or Masonry wall a minimum of nV U l°i.CI: „•- — to sawregaietopetawn. a .o s.The wit nos hi a low volm wm,inal block wwechoaz. 6 feet in height aloe the property line closest to the A/C units? O Yes O No m � ® t C. Fane: Bn w Be gh g P Peri3' () O - ' 1.o:ndw,tan,are the dim(d&apmpene,type,anddischares THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH noxx tikhwzwrall.Foodrnwahtwngntheonmomcoil. 2.Ow_to.owersaretotalyenMoaed,singlephaseminors THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE ar ran aa,aacvmor,err:wva< with class E insulation wd permonontlY mbncated ball NOTE '-----------' - bearinsMotorsha116eroteMMbimemalthenwlov«load EFFBCrIVE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE pro's°° so1lNDRATINca SO.00anREVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE <..r arrpt7.M Thissymbol indicates that ra,uamrrw_sem ocre< L P10 xacx rw 11 111c„' 'r"^� ac b-peso taearssuar ss,ttx 3.The shaft has inherentcamsion resistance. Itteacualshaoptionua re non ,raae.sww, caw m'nm aa,wac sv amvw.I.". 4.Fan bladesarenon-memllicwdsmncallywddynamically J COMPLIES u,eaanalsnapesha0prevail.. ____ _ „ ro,a.alaaaaze roe i:::-::1 balwced. EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE ssessFig.14—Wiring Diagram-Size58.12K(2081230V) 5.Owdoarfwopwings are equippedwid, PVCmetaumean ADDRESS.10645 SANTA LUCIA RD,CUPERTINO spa: PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS mrp•.e� coated protection grille aver he tan. I has mvlewwd tharnfxtaann on dust and certify His kafamelian prewdel to the hest olmy knowledge is true and exnot.l DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR Te urr000a Mtn nvs understand an nuffie rsed repmsenolli.of Cupwlkro rnayprottida en n 'fe vonfiwdn priorfo the Br NI insplrction o/Me ,cave.sensoa Imsy maa,a mama Fig.16—Wiring Diagram Sizes 24-36K(208/23OV) Owner orOwnees AgentsSi amre:..... ........... .. . .......................................................""...........Dete:.........4.d,..�;a Z. IMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.WRITTENO COMMENCEMENT OF THE WORK IN QUESTION. ALL • ee ao.38MAR8-01P0 D Menuaenurm reeeerear g oaueominue,ore a :ry p neenovw a meur:m:ee end wxnow loco gobigeaom. Begeme.RBw C/PfawkadAC Svmad kaast Wwk,IeeU-rmxd 0e/I6Z0 30MARB-OiPO Bpecificellgns subjeMm chaonewMgul roece. 29 30 apeaT 4wu wbje]tp change wilFM np4ce. 38MAR&01pD 38MARB-01 Pn 3pedfica4ms wbjedtp lunge vnllwul npUm. 31 PROJECT NAME: SANTA LUCIA RESIDENCE 10645 SANTA LUCIA RD, CUPERTINO, CA 95014 REVISION TABLE: LREVISION DATE BY DEP 01 12/15/2021 S.B. PLN 02 03/18/2022 S.A. PLN ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY 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- DESCRIPTION OF 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. 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 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. SHEET TITLE: SPECIFIC SHEETS FOR THE AC (JADU) PROJECT ID: 2103-01 DATE: MARCH. 2021 SCALE: N.T.S DRAWN BY: S.A. SHEET NUMBER: Dm03 Community Development Department Planning Division - Cupertino CUPERTINQ APPROVED Case # R-2022-005 ALL OF THE EXISTING STRUCTURES TO BE DEMOLISHED Application Number(s) existing trees (including species and DBH)will remain and Approval Director/Staff existing tree protection would be provided during construction activity. Approva[ aatete 09/14/22 )6 MS Signature Brianne Harkousha DESIGN Case Manager 11 b N.44056'00"N. 108.87' AMSDESIGN 4010 MOORPARK AVE#1 01, 11 11 12 SAN J E OSE,CA 7 LL:(4 5)254.606 b 1 / E-MAIL:OFFICE@AMSDESIGNLLP.COM 11 11 12 • 11 5 THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE 32"PINE TO BE STAY REVISED ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE 11 REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE 11 PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR 4 11 TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN 1 DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4 11 / 11 3 GM 3 6"TREE;�i"E EMOVED . 11 11 0 HRUB 2 18"OAtK TO BE 5TA� RETAININ �1LL 11 11 1 • 1 1 _ 4"TREE TO BE RED 0 11 O 10 O - 9 1 O , E � PROJECT NAME: 11 10 8 SANTA LUCIA 10 / RESIDENCE 4"TREE TO BE REMOVED 10 o GO 10645 SANTA LUCIA RD, o CUPERTINO, CA 95014 10 / 8 • 10 REVISION TABLE: W O ° b L REVISION DATE BY DEP 10 _ O o 4 OArK O BE 5T -1 l"TREE TO E REMOVED / 01 12/15/2021 S.B. PLN O o 0 10 02 03/18/2022 S.A. PLN 5 03 05/18/2022 S.A. PLN Z 04 09/07/2022 S.B. PLN 10 OR055 AIR = 101087±5Q.FT. 6 1"TRE 33"OAK TO BE STAt E NET AREA — ,61 q±50.FT. o 2"TRE 00 10 "TREES TO BE STAt 4 E° 10 5 ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR 2"TRE AG U• DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. 10 10 CHANGE ANY C HEE WORK DESCRIBED PANCIES AND PIN THE CONTRACECTED T NDOCUM NTS SHALL 4 S THAT AFFECT OR 5 �' 3 BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT NAY �/ PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL "TR RIG ^'HT 0 Y �l l I SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. 10 '7"OAeK� E 5T OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO 3 0 3"5HRU °$'3"5HRU CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR "TREES TO BE STAB 10 WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE B CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED 55G0 DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. a 10 JP P05T SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL 0 1O VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO 51G COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT 1 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. • N.44 100111N. 5q.24' SHEET TITLE: 10 ` 16""D TO BE 5 DEMOLITION PLAN NORTH H O �� 20"RW TO E STAY PROJECT ID: 2103-01 SANTA LUCIA ROAD \ DATE: MARCH. 2021 WER \ LEGEND : SCALE: 1/8 - 1 DRAWN BY: S.A. EXISTING DEMOLISHED STRUCTURE TO BE ` SHEET NUMBER: PROPERTY LINE � GRAPHIC SCALE 1/8 INCH = 1FEET DEmOl 0 2 4 6 8 10 20 30 Revision Communi y Dev lopment De Lo�WkTER-EFFICIENT LANDSCAPE CHECKLIST WATER BUDGET VVORKSHEET Landscape Documentation Package Checklist Planning Division cuPeRTiNo i Community Development Department AP RO Q• CommunityDevelopment Department 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 p p LANDSCAPE DOCUMENTATION PACKAGE CHECKLIST _ 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 1 - PROJECT INFORMATION Case # R-20 2-0 Cupertino, CA95014 planning@cupertino.org pplicatioi Num http://cupertino.org/planning � Cupertino, CA 95014 planning@cupertino.org CU RTINO http://cupertino.org/plannin�, a Date -9/7/22 Approval Body: Director X T 1: CERTIFIED/LICENSED PROFESSIONAL INFORMATION b Applicant - Greg Lewis - Landscape Architect Approva I Date 09/14/ 2 PART 1: PROPERTY INFORMATION c Project Address - 10645 Santa Lucia Rd., Cupertino COMPANY&COMPANY ADDRESS k9 Rv PROJECT ADDRESS A.P.N. Signature Bria ne Har o nory i P� /iz - Landscape Architect N°.z»6 10645 Santa Lucia Rd., Cupertino d Total Landscape Area 3710 sf Case ME LIC./CLRT.# � e Type of project -single family residential Gregory Lewis #2176 J> �e REFERENCE ETo TOTAL LANDSCAPE AREA NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA g Checklist of all documents in package - see this page E-MAIL PHONE gTFOFCNALAp, 45.3 3710 SQ. 3510 SQ. 0 SQ. h Contacts of Applicant - lewislandscape@sbcglobal.net (831 ) 359-0960 PROFESSIONAL SEAL pp Owner - Yugal Aggarwal PART 2: PROPERTY& PROPERTY OWNER INFORMATION PART 2: SAMPLE HYDROZONE TABLE Contact - Tracy Hsu tracy_hsu@yahoo.com REGULAR LANDSCAPE AREA i "I agree to comply with the requirements of the water efficient landscape v ro Yugal AggarwaI tracy_hsu@yahoo.COM HYDROZONE PLANT IRRIGATION IRRIGATION ETAF LANDSCAPE ETAF XLAND- ETwU FACTOR(PF) METHOD EFFICIENCY(IE) (PF/IE) AREA(SQ.FT.) SCAPE AREA ordinance and submit a complete Landscape Documentation Package" M 10645 Santa Lucia Rd., Cupertino (408) 398-9192 1 0.25 Drip 0.81 0.3086 2891 892.28 25,061 � 10645 Santa Lucia Rd., Cupertino 2 0.5 Drip 0.81 0.6173 444 274.07 7698 A.APPENDIX B - WATER EFFICIENT LANDSCAPE WORKSHEET - SEE SHEET LO Q v PROJECT TYPE(CHECK APPLICABLE) WATER SOURCE w CD Co 3 0.3 Drip 0.81 0.3704 175 64.81 1820 0- LO New Potable TOTAL LANDSCAPE AREA TURF PLANT AREA S ra B.APPENDIX C - LANDSCAPE (PLANTING) PLAN - SEE SHEET Ll AND IRRIGATION PLAN - < Q❑ Rehabilitated ❑ Recycled 37 0 4 0.8 Spray 0.75 1 .0667 200 213.33 5992 ❑ Non-Residential ❑ On-site captured rainwater SQ.FT. SQ.FT. S E E SHEET L2, L3, L4,L5 C0 N Ela Grwater L Q WATER PURVEYOR NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA Q 0 35CZ0 GRADING PLAN - see sheet C-1 and C-2 civil engineering drawings J = SQ.FT. SQ.FT. TOTALS (A)3710 (6) 1445 (Y0571 In , PART 3: COMPLIANCE CHECKLIST SPECIAL LANDSCAPE AREA The following items shall be submitted to the Community Development Department WCZ Landscape Parameter Requirements Compliance 1 Planning Division prior to BUILDING FINALco J 0- TURF AREA Turf shall not exceed 25%of the landscape area or 1,250 sq.ft.,whichever is lesser in area. ❑ no turf (No turf in non-residential area) y�, ( YES 1 A. CERTIFICATE OF COMPLETION AND INSTALLATION (Appendix C) O Turf shall not be planted on slopes more than 25%. YES TOTALS (C) O (D) O (Z) 0 W B. LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE (Section 14.15.120) � All portions of turf areas shall be wider than ten(10)feet(unless irrigated with ` YES (7 subsurface irrigation or low volume irrigation system). PART 3: WATER BUDGET CALCULATIONS DEFINITIONS 57 309 MAT^'A • HYDROZONE:Put in hydrozone#,letter,or planting C. LANDSCAPE AND IRRIGATION INSTALLATION REPORT (Section 14.15.130) (Y) + (Z)40,571 ETWU < 2 3;A,B,C;front porch,PLANTING AREA At least 803'0 (100%for non-residential area)of non-turf area shall consist of \.,�, YES - ( ) � { ) description.(e.g.1, p ,adjacent to driveway, native or low water use plants. I front lawn,etc.) PART 4: ETAF CALCULATIONS 0 PLANT FACTOR(PF):Use WUCOLS to determine Plant Factor. No invasive and/or noxious plant species shall be planted. YES Plant factors are 0-0.1 for very low water use plants,0.1-0.3 for low D. LANDSCAPE MAINTENANCE AGREEMENT (Section 14.15.140) Average ETAF for Regular Landscapes = (B) _ (A) water use plants,0.4-0.6 for moderate water use plants,and 0.7-1.0 Plants with similar water needs shall be grouped within hydrozones.Each for high water use plants. hydrozone shall be controlled by a separate valve. YES 0.39 (ETAF) < (0.55 for residential) IRRIGATION METHOD:Overhead spray or drip • IRRIGATION EFFICIENCY(IE):0.75 for spray and 0.81 for drip SOIL MANAGEMENT At least 4 cu.yds.ofcompost;six(6)inches deep,4Abe applied per 1X0sq.ftof landscape area. YES (ETAF) < (0.45 for non-residential) ETAF:The maximum average EvapoTranspiration Adjustment Factor for residential properties,exclusive of Special Landscape A minimum three(3)inch layer of mulch shall be applied on all exposed soil Site-wide ETAF = (B + D) - (A + C) Areas,is 0.55 and for non-residential properties is 0.45;ETAF for surfaces of planting areas,except in areas of direct seeding application(e.g. yam( YES new and existing Special Landscape Areas shall not exceed 1.0. Y� 0.39 ETo=evapotranspiration rate means the quantity of water hydro-seeding). Site-wide ETAF evaporated from adjacent soil and other surfaces and transpired Gradingshall be designed to minimize soil erosion run-off,and water waste. YES plants during a specified time � 0.0.62 is a conversion factor that converts acre-inches/acre/year to N�CgP IRRIGATION SYSTEM Automatic irrigation controllers are required and must use evapotranspiration or FORMULAS gallons/sq.ft./year. RY L F L� El system Total Water Use no irrigation soil moisture sensor data and utilize a rain sensor. YES ETWU= ETo x 0.62 x (ETAF x Landscape Area) No.2176 Uv system Irrigation controllers shall be a type which does not lose programming data in YES the event the primary power source is interrupted. � MAWA= ETo X 0.62 x [(ETAF x Landscape Area) + ((1-ETAF) x SLA)] 0i2024 Maximum Applied Water Allowance .^ 9R11 122 V� Dad qTF OF CA��FG� Page 1 of 1 WATER-EFFICIENT LANDSCAPE CHECKLIST Community Development Department 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Cupertino, CA 95014 planning@cupertino.org [is C U P S RT I N O http://cupertino.org/planning Landscape Parameter Requirements Compliance IRRIGATION SYSTEM Pressure regulators shall be installed on the irrigation system to ensure the dynamic pressure of the system is within the manufacturer's recommended �(�(E$ pressure range. 'f� I - Manual shut-off valves(such as a gate valve,ball valve,or butterfly valve) shall YES be installed as close to possible to the point of connection of the water supply. ^ ` O All irrigation emission devices must meet the requirements set in the ANSI ( ' ) standard,ASABE/ICC 802-2014"Landscape Irrigation Sprinkler and Emitter Standard." All sprinkler heads installed in the landscape must document a YES r l distribution uniformity low quarter of 0.65 or higher using the protocol defined �•/ in ASABE/ICC 802-2014. Q Dedicated irrigation meters are required for non-residential projects with more nn 11 ° YES than 1,000 sq.ft. of landscapearea. this is single family residential W U WATER FEATURES Pool and spa covers shall be installed. ❑ YES pool . - ❑ Recirculating water systems shall be used for all water features. ❑ YES ' ^ ❑ other: �+ .�( no water features Water features are limited to 10% of the landscaped area. ❑ YES I am aware of available informational resources regarding native and low water use plants,irrigation efficiency,and other aspects of water-efficient landscaping. I certify that the information provided on this checklist is correct,and the installed landscape complies with the requirements of Chapter 14.15 and/or the requirements of the Prescriptive Compliance Option.I also understand that any changes to the project will necessitate a new checklist. W � ��L is ql 2 2 ❑ z LO ❑ �o Applicant Comments Landscaping has not been installed yet ❑ Use additional paper if necessary El El Staff Evaluation Staff Comments Ed J Approved ❑ Date 9/7/22 Scale As Noted J Not Approved ❑ Drawn Greg Permit # ❑ Job ion Sheet F-1 Landsca e DocumentatPage 1 of 2 of 6 0 . Communi y T DreezPmPefn&te\pra�r+in,tn During Construction Plant Legend Revision Plan inpIEi�TL��TRiL�ESIGNATED FOR PRESERVATION SHALL BE PROTECTED KEY QTY SIZE SPACING WUCOLS BOTANICAL NAME COMMON NAME CUPERTINO Da INROnMELOPMENT OF A PROPERTY BY COMPLIANCE WITH THE GALLONS RATING Case # R HIGH ._MAY.. .. MODIFIED BY THE PLANNING DIRECTOR: pplicationNumber(s) LI 1 24 box NA LOW Lagerstroemia Tuscarora Crape Myrtle Approval Body: irector'r stP�TECTIVE FENCING SHALL BE INSTALLED NO CLOSER TO THE Front yard tree- min. 6' height and min. 24" box size when planted Approval Date 09i14/IFUNK THAN THE DRIPLINE, AND FAR ENOUGH FROM THE TRUNK TO LIS 1 24" box NA LOW Lagerstroemia Tuscarora Crape Myrtle Signature Briake Hama Ana CT THE INTEGRITY OF THE TREE. THE FENCE SHALL BE A MINIMUM Street tree- min. 6 height and min. 24" box size when planted 116 Ca5 a.aHEIGHT AND SHALL BE SET SECURELY IN PLACE. THE SCREENING TREES 13' 15 max. t 15, screening max. typ. 15 max. t FENCE SHALL BE OF A STURDY BUT OPEN MATERIAL (I.E., CHAINLINK), TO AM 5 24" box 15' max. LOW Arbutus Marina Strawberry Tree g yp 15 max. typ.ALLOW VISIBILITY TO THE TRUNK FOR INSPECTIONS AND SAFETY. THERE Screen tree min. 8' high and min. 24'' box size when planted - see notes �® ® 108.87, SHALL BE NO STORAGE OF ANY KIND WITHIN THE PROTECTIVE FENCING. F5_ j N SCREENING SHRUBS 116 5 5❑ � �* B. THE EXISTING GRADE LEVEL AROUND A TREE SHALL NORMALLY BE LN 3 15 gal. 10' max. LOW Laurus nobilis Grecian Laurel p • AM AM 5 MAINTAINED OUT TO THE DRIPLINE OF THE TREE. ALTERNATE GRADE Screen shrub min. 6' high and min. 15 gal. size when planted - see notes DV AM • AN AM � LEVELS MAY BE APPROVED BY THE PLANNING DIRECTOR. PG DV L SL 6 L 6 15 gal. 10 max. MED Podocarpus gracilior Fern Pine LC LC — C. DRAIN WELLS SHALL BE INSTALLED WHENEVER IMPERVIOUS Screen shrub min. 6' high and min. 15 gal. size when planted - see notes U N SURFACES WILL BE PLACED OVER THE ROOT SYSTEM OF A TREE (THE SHRUBS to�emiain ❑ ❑ LM L LY LY LY Nt Q M ROOT SYSTEM GENERALLY EXTENDS TO THE OUTERMOST EDGES OF Oi w co THE BRANCHES). RE 4 5 4' - 8 LOW Rhaphiolepis Enchantress India Hawthorne LY RE Q CD LC 4 5 4' - 8' LOW Loropetalum Razzleberry or other maroon variety JDV Dv Dv (JDV Dv �V A�Artificial al C D. TREES THAT HAVE BEEN DAMAGED BY CONSTRUCTION SHALL BE DV w wl�'x f LM 6 REPAIRED IN ACCORDANCE WITH ACCEPTED ARBORICULTURE LLLLLLLLLLLLLLLLLL�LLLLLL�� A .� z N GROUND COVERS ® LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL� LLB 8 N �� METHODS, rL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLI LLL ALL L LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL� ILLL / v E. NO SIGNS WIRES OR ANY OTHER OBJECT SHALL BE ATTACHED TO LY 7 1 4' - 8' LOW Lantana Spreading Yellow Low Yellow Lantana P0� • C L�skorYL LLLLLLLLLLLLLLLLL •�LLLLLLLLLLLLLL-LLLL t LLLL L�L LLLLLLLLLLLLLLLL LLLLLLLLLLLL LLLLL LN � � THE TREE. LM 14 1 4' - 8' LOW Lantana montevidensis purple Low Purple Lantana 1 �� '�� LLL w w w • 5 �� LLLLLLLLLLLL LLLL�� F. PLEASE SEE ADDITIONAL TREE PROTECTION 11.08 OF MUNICIPAL NC 8 1 3' - 5' LOW Nandina Gulf Stream Heavenly Bamboo .00001, LLLLLLLLLLLLLLLLLLLLLLLLLL� � LLLLLLL / /6 Y CODE IF NEC 7 g LLLLLLLI LI I Li i LLLLLLLLLLLLL� �LLLLLL� / O a- SL 4 1 4' - 8' LOW Salvia leucantha Santa Barbara Mexican Sage �❑ w wN wN N co DV 16 1 4' - 8' LOW Dietes irridioides Fortnight Lily A L Lo LN g y PGi C ® / 10 O L 8 1 4 - 7' LOW Limonium perezii Sea Statice e e RF 6 1 4' ❑- 7' MED Rosa FLOWER CARPET PINK Not light pink E Q) - S ke ee $ Lo 5 . (D LO 4 1 4' PG- 7' LOW Lantana Spreading Sunset Low Orange Lantana ADU Rec Val 0 14 1 2' - 4' LOW Osteospermum fruticosum African Daisy IstStory n o a e DV LN a Mix white, purple, and yellow - the owner likes lots of colorful flowers LU 12 / '� t Stor DV �Q LAWN sod HIGH Dwarf Bonzai Fescue w/ 2x4 rough redwood header bd. LU 5 .000, Plant quantities are for planning purposes only. Contractor to do own plant count >_ - / PrLN and install all plants on plan Q o PG• yak_ re r V y CD Dv • o�� > Q Ask owner if he wants to upsize any of the plantsSKY I DV 6 Buy city required screening shrubs and trees far enough ahead of time to make sure they �NDS�pF $Planting Notes - Water Efficient Compliance are available at min. required height when you need to plant them. ��OF`�gs / 8 12 Elec 2,76 Leis / � PG eters / -I D V 4/30/2024 1 LESS THAN 25% OF PLANTING AREA IS TURF p /7❑ Reoewa1 9 � 22 2 AT LEAST 80% OF NON-TURF AREA CONSISTS OF NATIVE OR LOW WATER USE PLANTS z Remove ��T e��Q / F OF Cp 3 PLANTS WITH SIMILAR WATER NEEDS ARE GROUPED WITHIN HYDROZONES. EACH HYDROZONE SHALL m X7 Chinese Pi 1 st Shor - 6 Remove BE CONTROLLED BY A SEPARATE GROUP OF VALVES Landscape Site Legend 33" OAK 7 1 IN IN y 4 Oak 4 AT LEAST 6 CUBIC YARDS OF COMPOST BFI SUPER HUMUS AND 16 POUNDS OF 12-12-12 FERTILIZER to remain ( ) ❑1 Driveway - Pavers - brand, pattern, and color to be selected by • AC 1st story —�L NC 105 SHALL BE THOUROUGHLY TILLED INTO THE TOP 8 INCHES OF SOIL (EXCEPT UNDER CANOPY OF EXISTING owner LIL LLB n ��LL 12 TREES TO BE SAVED) OR FOLLOW THE AMENDMENT AND FERTILIZER RECOMMENDATIONS OF ASOIL � ❑ FERTILITY TEST AND ANALYSIS FROM A SOIL LAB (HIGHLY RECOMMENDED) T 5 INSTALL 3 INCH DEEP LAYER OF TOP DRESS MULCH ON ALL EXPOSED SOIL SURFACES OF PLANTING ❑2 Front walkway - 2'x2'x2cm paver tiles - pattern and color to be © 7 'RF Remove AREAS EXCEPT IN AREAS OF DIRECT SEEDING APPLICATION OR SOD LAWN. USE VISION RECYCLING DARK determined later by owner 8 d 7",5" oak BROWN MAHOGONY COLORED WONDER MULCH OR DARK BROWN PRO CHIP BARK OR OTHER MULCH Ex. 2" Podocarp s NC 2 2 � Q 3 Side walkways, front and rear walkways - Pavers - brand LM LI - Front Yard APPROVED BY THE OWNER (PROVIDE SAMPLES) Y Y LM LM LM f - -- U 6 GRADING SHALL BE DESIGNED TO MINIMIZE SOIL EROSION, RUN-OFF AND WATER WASTE pattern, and color to be selected by owner riv way0 C Tree min. 6' tall when planted p 7 SEE SHEETS L4 AND L5 FOR PLANTING AND IRRIGATION DETAILS AND SPECIFICATIONS Ex. 2" Podocarpus 0 0 ^ ` ® Entry Landing, Rear Landing, south landing and Rear patio - Tiles NC 13 13 2 13 Lawn 0/ W 8 DON'T TRENCH TOO CLOSE TO STRUCTURES WITHOUT THE APPROVAL OF THE BUILDING ARCHITECT 0 Lawn 1 O l Ox10 0 r 1 CIVIL, OR STRUCTURAL ENGINEER - brand, pattern, and color to be selected by owner C 10x10 , `J 9 PRIOR TO ORDERING PLANTS OR SIGNING FINAL CONTRACT FOR WORK MAKE SURE YOU HAVE THE 7 O 0 O 0 7" OAK MOST CURRENT SET OF APPROVED PLANS AND MAKE SURE THERE ARE NO CHANGES TO THE PLANT ❑5 Existing fencing to be kept when in good condition and repaired or ralreadyd U replaced when necessary CHOICES P Y LM LM Ex. 1" Podocarpus / 10 ADJUST FINAL LOCATIONS OF PLANTS TO AVOID CONFLICTS WITH UTILITIES, LIGHTS, AND IRRIGATION 11 S COMPONENTS. SCREEN VALVES AND UTILITIES WITH PLANTS. DON'T PUT PLANTS TOO CLOSE TO PAVING [-6] New6 foot high fence solid wood with 3 foot wide gate ❑� C/� OR BUILDINGS PRIVACY SCREENING NOTES LM W ATER •U 11 THE SPECIES OF PRIVACY PLANTING HAVE BEEN IDENTIFIED . IF TREE, MINIMUM HEIGHT OF 8FT MUST 7❑ LM Tree Protection Fence POST M R SIG / U BE PROVIDED AT TIME OF PLANTING. IF SHRUB, MINIMUM HEIGHT OF 6FT SHALL BE REQUIRED AT TIME OF to be relocated J PLANTING. ® 30 degree projection lines from second story window with sills 5 u -street Tree 12 PRIVACY PLANTING: THE FINAL PRIVACY-PLANTING PLAN SHALL BE REVIEWED AND APPROVED BY THE feet or less in height that require landscape privacy screening x. LdIge of Paving Tree min. 6' tall PLANNING DIVISION PRIOR TO ISSUANCE OF BUILDING PERMITS. THE VARIETY, SIZE, PLANTING DISTANCE when planted SHALL BE CONSISTENT WITH THE CITY'S REQUIREMENTS. 9❑ 2 foot wide paver walk against house 101LO z cn 13 PRIVACY PROTECTION COVENANT: THE PROPERTY OWNER SHALL RECORD A COVENANT ON THIS 59.2 - PROPERTY TO INFORM FUTURE PROPERTY OWNERS OF THE PRIVACY PROTECTION MEASURES AND TREE 10 3 foot wide walk 16" RWD � PROTECTION REQUIREMENTS CONSISTENT WITH THE R-1 ORDINANCE, FOR ALL WINDOWS WITH VIEWS INTO NEIGHBORING YARDS AND A SILL HEIGHT THAT IS 5FT OR LESS FROM THE SECOND STORY FINISHED \ O FLOOR. THE PRECISE LANGUAGE WILL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF COMMUNITY 11 Driveway in public ROW as per city specifications SANTA LUCIA ROAD O DEVELOPMENT. PROOF OF THE RECORDATION MUST BE SUBMITTED TO THE COMMUNITY DEVELOPMENT 12 Minimum 2.5 foot wide landscape swale area DMA/n DEPARTMENT PRIOR TO FINAL OCCUPANCY OF THE RESIDENCE. p 14 PRIOR TO BUILDING FINAL, A COVENANT WILL BE RECORDED WITH THE COUNTY TO PROTECT THE 13 Lawn sprinklers min. 24 inches away from impervious paving PRIVACY TREES AND NEW FRONT YARD TREE 15 CONTRACTOR SHALL REFER TO SHEET C2 FOR SITE GRADING AND DRAINAGE INSTALLATION Plant*ing 1 /8 11 1ODate 9/7/22 0' 8' 16' Drawn Greg Scale As Noted II have complied with the criteria of the Water Efficient Landscape Ordinance and applied them for the efficient use of water in this landscape design plan" Job Sheet Gregory Lewis - Landscape Architect Lic. #2176 9/7/22 L I of 6 conlr�uni yDDrip Irrigation Irrigation Legend Revision Plan ingivi i l� 5QJRI�L, r ��R 3/4'' DRIP TUBING 1" BELOW GRADE WITH 7" OR 11" U-SHAPED STAKES 3 KEY MANUF. MANUF. # DESCRIPTION CUPeRTINO F, -o,TQ (-ENTER OR CLOSER SO THAT THE TUBING CAN BE FOUND EASILY BUT DOES NOT D [C] Hunter Pro-C Controller with enough modules for 6 stations Case # R-5bo%&THE MULCH GETS BRUSHED AWAY. COVER TUBING WITH SOIL AND MULCH AND L4 exterior wall mount with multiple purhN TA'P_1 0� ANUAL FLUSH VALVES AT ENDS OF TUBING AND MARK THEM SO THEY CAN BE programing, cycle start, and calender program Approval Body: ire&grUll�pagASILY. Hunter SOLARSYNC Install Solarsync weather sensor in sunny location that Approval Date og/4/&N LARGE TUBING OVER AND NEXT TOROOTBALL OF PLANTS TO MINIMIZE LENGTH OF receives rain Signature Bria ne� � 1/4" TUBING. SECURE EMITTERS ON 3/4'' TUBING AT PLANT ROOT BALLS. WHEN System will adjust valve run times according to weather 116 NE S ARY RUN SHORT LENGTHS OF 1/4'' TUBING FROM EMITTERS TO PLANT ROOT BALLS. Ask owner if he wants to install a Wi-Fi controller such as INSTALL STAKES ON 1 /4" TUBING AT 12'' ON CENTER AND COVER TUBING WITH 1" OF SOIL PLUS a Hunter HCC-800-PL MULCH. L4 Hunter PGV-ASV 075 3/4" anfisiphon valve with 3/4'' Amiad Filter, Senniger PR30 - 108.87' pressure regulator, and adaptor to drip tubing E17 4 30 N 3) AS THE PLANT AND PLANT ROOTBALL INCREASE IN SIZE, THE LOCATIONS OF THE EMITTERS p 9 p p g 30 MAY NEED TO BE ADJUSTED SO THEY ARE EVENLY SPACED OVER THE ROOTBALL. Install at least 6 inches elevation above highest down stream emitter 116 HYD 3 drip HYD 1 1.9 drip 4) INSTALL PRESSURE COMPENSATING EMITTERS (WITH MINIMAL DIFFERENCE IN FLOW Hunter PGV-ASV 075 3/4" anfisiphon valve for sprinklers �- BETWEEN 10 PSI AND 40 PSI) AT EACH PLANT ON ROOT BALL (NOT RIGHT AT STEM). USE G G Toro 0-10 10' Precision Series Spray Nozzles on Hunter 6'' FIRS 30 pressure AGRIFIM PC PLUS (PRESSURE COMPENSATING EMITTERS). USE THE ONES THAT 1/4 TUBING L4 regulated sprinkler bodies 51 GPM, 10', @ 30 psi for half pattern CAN BE CONNECTED TO. OTHER EMITTERS MAY HAVE A HIGHER DISCHARGE RATE AT U N STARTUP REQUIRING LARGER PIPE SIZES. 32" PINE to remain Q NP w 00 L4 � 3/4" manual brass ball valves - same size as pressure line 5 30 � � �Kin Q o EMITTER SCHEDULE: 1.0 drip Artificial U C o TWO 1 GPH EMITTERS AT SMALL SHRUBS (EVENTUAL SIZE) LM LY L 3/4„ Lawn � 0) B Nonpressure line - Sch 40 PVC 3/4" unless noted for larger HYD 2 �� o THREE 1 GPH EMITTERS AT MEDIUM SHRUBS DV,RE,LC,SL,LC,RF L4 1 19'x15' / z N size - 12" of cover �L \ Q L FOUR 1 GPH EMITTERS AT LARGE SHRUBS LN,PG WI WITH SHRUBS THAT HAVE MULTIPLE EMITTERS, PUT SOME Pressure line - Sch 40 PVC : 3/4" unless noted for Patio do c OVER ROOT BALL (NOT RIGHT ON STEM) AND SOME OUT smaller size - 18'' of cover AC 1 st Story Patio U) UNDER FUTURE CANOPY. SPACE EMITTERS EVENLY IN PL LINES UNDER PAVING - 24" deep with sand backfill 1st Story Jco ROOT ZONE AREA. 3/4" Sch 40 PVC pressure line in 1-1/2 " sleeve HYD 1 FOR TREES INSTALL FIVE 1 GPH EMITTERS ON AND AT EDGE OF ROOTBALL AND AN WI 1-1/4 " gray elec PVC sleeve W�". W" w". w" O0 co ADDITIONAL FIFTEEN 1 GPH EMITTERS AT 2 FOOT GRID UNDER FUTURE CANOPY 1.6 drip W SEE NOTES AT VALVE KEYS FOR DRIP EMITTER RATES AT EXISTING SHRUBS AND TREES NP 3/4" Sch 40 PVC nonpressure line in 1-1/4 " sleeve nc / 10 e e L S ke ee L4 E 3/4" PE drip tubing with compression fittings - see drip notes Re ve / L4 ADU c al � Irrigation Notes E 3/4 PE drip tubing with compression fittings - see drip notes Ist Story n o a e L4 Tree Irrigation 1 THE AUTOMATIC IRRIGATION CONTROLLER USES EVAPOTRANSPIRATION DATA AND UTILIZES A t Stor / RAIN SENSOR I 3 I 2 THE IRRIGATION CONTROLLER DOES NOT LOSE PROGRAMMING DATA IN THE EVENT THE O ' Pr / PRIMARY POWER SOURCE IS INTERRUPTED o Deck re r v y I CD1,1 L I 3 PRESSURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TO ENSURE THE �NDSCA DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURER'S RECOMMENDED PRESSURE I /i 1- 6F � s RANGE EI ec z N. IN Inaeters J (ter Lu is 4/30I2024 4 MANUAL SHUT-OFF VALVES ARE INSTALLED AS CLOSE TO POSSIBLE TO THE POINT OF NP n i Reoewa1 CONNECTION OF THE WATER SUPPLY z Remove Controller W I s� 9 �a'22 oo 7" Chinese Pistache Verify location Remove of CA\-�F 5 ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI STANDARD, mIN WIN, \ lst Story with owner ASABE/ICC 802-2014 "LANDSCAPE IRRIGATION SPRINKLER AND EMITTER STANDARD". ALL 33" OAK Point of irrig. connection 4 Oak SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST DOCUMENT A DISTRIBUTION UNIFORMITY to remain AC 1 st Story Install manual brass valve / 105 LOW QUARTER OF 0.65 OR HIGHER USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014 Entry Deck Valve ID HYD 1 Min. dynamic 7 130 I 2 30 psi at valve 6 IRRIGATION SUBMETERS ARE REQUIRED FOR RESIDENTIAL PROJECTS WITH MORE THAN 5000 0.4 drip 0.3 drip HYD 2 Hydrozone SQ.FT. OF LANDSCAPE AREA - THEY ARE NOT REQUIRED ON THIS PROJECT WITH LESS THAN 5000 PL — — Remove GPM flow SF • ' • I do 7",5" Oak Ex. 2" Podocarp s � WI 1 30 Q 7 THERE IS NO POOL OR WATER FEATURE ON THIS PROJECT. THERE IS LAWN. NP 0.7 drip HYD 3 r 1 8 SEE SHEET L4 AND L5 FOR DETAILS AND SPECIFICATIONS Driveway WI • ` 20'x20' 0 0 N P 0 10 D Ex. 2" Podocarpus 6 40 9 THIS SYSTEM IS DESIGNED TO OPERATE WITH MINIMUM 5 GPM AT MINIMUM 50 P.S.I. AT THE NP / 1.9 1.0 HYD 4 POINT OF CONNECTION. IF THIS CONDITION IS NOT MET CONTACT THE LANDSCAPE LAWN LAWN r 1 ARCHITECT FOR POSSIBLE REDESIGN. (YOU CAN ADD SOME VALVES TO REDUCE THE FLOW �J Q THRU THE VALVES WITH MORE FLOW). iF PRESSURE EXCEEDS 75 PSI AT POINT OF CONNECTION 0 10 0 p 7" OAK INSTALL A WILKINS 600 3/4" PRESSURE REGULATOR. STATIC PRESSURE IS APPROX. 65 PSI IN THIS removed 08.AREA AT ELEVATION1 \ already � U Ex. I" Podocarpus /' � 10 THE ROUTING OF SPRINKLER LINES IS SCHEMATIC ON THE PLAN. DO NOT PUT VALVES TOO OSSC • CLOSE TO TREES. STAY 8' TO 10' AWAY IF POSSIBLE. DO NOT PUT PRESSURE LINES UNDER TREES. n1 INSTALL LINE IN PLANTING AREAS INSTEAD OF UNDER PAVING WHENEVER POSSIBLE. W ATER U POST � ETER SIG 1� � 11 POINT OF CONNECTION WILL TYPICALLY BE JUST BEFORE WATER ENTERS HOUSE. INSTALL to be relocated J 3/4"TEE AND A BALL VALVE AND RUN 3/4" SCH 40 PVC TO VALVE LOCATIONS. KEEP / ANTISIPHON VALVES IN INCONSPICUOUS PLACES, INSTALLED 6"TO 12" ABOVE HIGHEST x. E ge of Paving \ SPRINKLER OR DRIP EMITTER ON THE CIRCUIT. KEEP VALVES OUT OF PATHS. n 1 12 MAKE PROVISIONS TO ADD AN EXTRA CONTROL WIRE TO THE LOCATIONS OF THE VALVES 101 \ Z L0 WITH LARGE GPM FLOWS SO THAT EXTRA VALVES CAN BE ADDED IF THERE ISN'T ENOUGH 59.2 -q- WATER VOLUME AVAILABLE AT THE NECESSARY PRESSURE \ 16" RWD � 13 BE SURE AND FOLLOW THE PLANS. YOU WILL PROBABLY BE REQUIRED TO HAVE A O LICENSED/CERTIFIED LANDSCAPE PROFESSIONAL OBSERVE THE LANDSCAPE SANTA LUCIA ROAD o CONSTRUCTION AT PERIODIC INTERVALS AND FILL OUT A CERTIFICATE OF INSTALLATION. THIS PERSON WILL ALSO BE RESPONSIBLE FOR PROVIDING AN IRRIGATION SCHEDULE FOR NEW On" DMA/n PLANTINGS AND MATURE PLANTINGS AND A LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE. READ A COPY OF THE CUPERTINO WELD COMPLIANCE CERTIFICATE AND WATER EFFICIENT LANDSCAPE CHECKLIST PRIOR TO STARTING THE PROJECT DO NOT MAKE PLANT SUBSTITUTIONS, ADD PLANTS, OR CHANGE THE IRRIGATION SYSTEM DESIGN WITHOUT THE APPROVAL OF THE LANDSCAPE ARCHITECT • 1 /$11 1 1 _ODate 9/'/22 Irrigat *ion Scale As Noted ' Drawn Greg "I have complied with the criteria of the Water Efficient Landscape Ordinance and applied them for O' 8' 16 the efficient use of water in this irrigation design plan" Sheet 6�qLow is Gregory Lewis - Landscape Architect Lic. #2176 9/7/22 L2 of 6 Revision Commune y Development Department Planning Division — Cupertino CUPERTINQ APPROVED Case # R-2022-005 pplication Number(s) Approval Body: Director/ Staff Approval Date 09/14/22 Signature Bria ine Harkousha 116 Case Manager 5 sf 706 HY HYD 1 108.871 CD ti HYD 3 -25-s 25 sf 25 sf — — — — — — — 116 HYD 3 YD 3 HYD 3 i I U w I— I = 32" PINE Q � to remain CO COw CO a_ Q Art I U �ifice o Lawn cn — 19'x15' z d n 53 sf 202 sf J CD- Patio HYD 1 HYD 1 17) C - AC 1st Story Patio U) 1stStory J cu . 3 � Y O�r'� WIN. WIN. WIN. WIN. V co 9 982 sf wco Y HYD 1 n 10 e e , S ke ee Re ve ADU c al r 1 st Story in o a e Hydrozone Summary - tStar HYDROZONE - DESCRIPTION GPM SQ.FT. % OF TOTAL 3 VALVES - ' Pr / re v � HYD 1 - 3,4,7 DRIP, LOW WATER SHRUBS 3.5 2891 78% Deck 21'�xz4 r y DS HYD 2 - 2,5 DRIP, MED WATER SHRUB 1 .3 444 12% ��° Rq� Elec 3 � 0 6 202 � eters / �►' Leln11S HYD 3 - 1 DRIP, LOW WATER TREE 0.7 175 5% HYD 2 do 4/30/2024 9T 2 w HYD 4 - 6 SPRAY, HIGH WATER LAWN 1 .9 200 5% z Remove / ��of cA��Fo� X7 Chinese Pistache Remove mIN 1 st Story 4" Oak 33" OAK r TOTALS 3683 100% to remain 1 st Story Y Entry Deck 105 \ 3.2 3.2 71 sf HYD 2 / Remove ul 7 sf do 7",5" Oak Ex. 2" Podocarp s HYD 2 Q 25 sf U Paving In Frontyard Setback 20 98 sf ay 6X1 = HYD3 ' 0' O IMPERVIOUS PAVING IN 20 FOOT FRONT YARD SETBACK CANNOT EXCEED 40% Ex. 2" Podocarpu 102 SB TOTAL AREA IN FRONT YARD SETBACK = 20 x 75 = 1432 sf 400 sf f sb HYD 1 1 OWs( w w w w w 114 , Y w w � w � � � � 161sf Max. Allowable impervious paving = 572.8 = 40% of FYSB Total Area HYD 2 Q Ldwn HYD 1 `J 1432 total area fys Cl Drivewa = 4f 100 sf.� w w 7" OAK y 20x20 00 s � HYD 4 _ removed Front steps 8'x4.33' = 24 sf 2797 already U Front columns 3.2 +3.2= 6.4 sf Ex. 1" Podocarpus HYD 1 Front path 6'x15.5' = 102 sf SC Path between driveway 172 (C� and front path 2'x15' = 30 sf 1// w R HYDsI \ W O POST rY TER I U Total impervious paving 562.4 sf = 39.3 % OK to be relocated J x. E ge of Paving 229 sf 25 sf HYD I HYD 3 n 1 59.2 ' 101 z LO qv 16" RWD � SANTA LUCIA ROAD o 00" D\Ain z 1 /y roo n e Ian 1 (�I I=1 1 I_O I I Date 9/7/22 TV'C Scale As Noted Landscape and FYSB Area Diagrams of 8' 16' Drawn Greg Job Sheet L3 of 6 Revision Communi y Development Department Planning Division — Cupertino Use bolt on lid Mark lid with "Irrig. Gate Valve" Use bolt on lid CCaseN4# R-2022-005 APPROVED Gate valve or water meter Mark lid with "Drip Flush Valve" ArborTie nailed to stake Case pplicationNumber(s) same size as pressure line Flush Valve 2"dia.Lodge Pole or equivalent-18" Approval Body: Director/ Staff I PVC Male Adapter in solid ground placed outside rootball Approva I Date 09/14/22 I I Mlpt x Slip and plumb L III Signature Bria ne Harkousha Sch 40 PVC pressure line ArborTie nailed to stake Case Manager Mulch(3"deep)pulled 3 inches away from trunk II I I PE drip tubing buried 1" deep I Top of rootball to be 2 inches above o CD surrounding soil level N — Run next to rootball of each plant Temporary � Bricks under valve See drip irrig. notes 4"high berm for water basin at edge of 3" deep gravel box corners Space emitters evenly around plant rootball 2" clearanc on top of and at edge of root ball 6" deep gravel w Use as little 1/4" tubing as possible o — °'Manual Gate Valve A Drip Emitter and Flush Valve Agriform Plant Tablets2l gram = M No Scale E _ Backfill native soil co No Scale IIII I I Plant pit to be 3 times wider than the plant Q LO container-it's not shown to scale on dwg W o 0— Mulch Lateral - nonpressure line —IIII - —IIII N 12'' cover IIII= I I IIII— z 3/4'' Drip Tubing next — — IIII Q 18" 12" Main - pressure line - 18" cover to rootball of each plant = J 1) 8-12 hours before installation,water all plants while still in containers sufficiently to W c OF direct burial wire 24 V - tape Emitters thoroughly wet root balls and bundle wire every 10 feet 2 emitter 2) Dig hole at least 2"less deep than the container and 3 times wider than the W IIII _ IIII plant diameter of the container the plants were delivered in. J 3 — Use 6" deep sand bedding and 6" short 1/4" tubing 3) Gouge holes in the side of the plant pit-2 holes per sq.ft.of wall surface >- co deep sand backfill in rocky soils 4 emitter 4) Remove rootball carefully from container with support from below. Sever any circling M IIII 3 emitter e plant roots (3/16"dia.or greater)with sharp knife. Do not pull roots apart. The severing of large Snake lines in all trenches plant roots will encourage new roots at the cuts. Install enough backfill under root ball so top of 0 ti W rootball ends up 2"above grade of surrounding soil when it settles. Install some of fertilizer W Vehicle paving ` 1 emitter packets under root ball. plant 5) Fill around rootball with backfill mix to 1/2 its height and pack soil as you fill with shovel 24 All lines to have min. 24" cover Plant When plants are installed on a handle or feet being careful not to disturb root ball under vehicle paving with 6" 6) Put Agriform Plant Tablet fertilizer at this level adjacent to rootball and at bottom of hole ................ root slope locate most of emitters compacted sand bedding and ball a (5 tablets per 15 gal.or 5 tablets per 1 inch of caliper width. Fill the remainder of the hole compacted sand backfill on the up slope side of the plant with backfill and pack it. Provide minimum 3 clearance 7) Water tree thoroughly by filling the basin and allowing the water to percolate in,doing FOLLOW DRIP IRRIG. NOTES this 3 times or more until root ball and backfill is wet 6" between lines 8) Install stakes such that the stakes and the tree ties won't damage the tree and the Drip Emitter Placement at Shrubs/ F stakes won't lean toward each other. Cut off tops of stakes if necessary to lower below IIIIIIII No Scale Ground Covers---( branches that could be rubbed by stakes. Install stakes so they are straight up and don't lean into each other Trenches/Lines Tree Planting No Scale g No Scale H See plan for distance from paving and building �NusC�ApF Valves for spray sprinklers do not require filter and regulator 6F �� Combination atmospheric vacuum breaker/ Mulch 3"deep) pulled 2 inches away from stems control valve with flow control and with or without auto. control as noted on plans Top of head flush with grade Temporary 43o%2024 4"high berm for water basin at edge of root ball T�° 2 2 s � Water proof connectors such as DBI Install 2 inches from header board Slow release Agriform plant tablets OF CA��F�� Filter I I I — 1 gal plant-2 tablets per plant I I I I and paving �II 5 gal plant-3 tablets per plant Bottom of antisiphon valve minimum 6" — 15 gal plant-b tablets per plant I I IIII Backfill-native soil above highest downstream sprinkler Sch 80 nipple _ _ or emitter — Regu ator PVC tee or ell on III _ Native soil dug out 2 times depth of container Hunter 12" swing joint �° lateral line = III I� IIII= Plant pit at least 3 times diameter of container I to allow height of sprinkler to be adjusted 1) 8- 12 hours before installation,water all plants while still in containers sufficiently Sch 80 PVC risers to thoroughly wet root balls and to protect lateral line 2) Dig the plant hole at least 3 times the dia.and 2 times the depth of the plant container. 3) Replace this mixture in bottom half of hole and walk on it. The level of it should be Sch 40 PVC pressure line and U F direct such that when the plant is installed and settled it will be slightly above grade of existing To sprinklers p soil. Fill hole with water. burial control wires as per specs. 4) Remove rootball carefully from container by tapping out,not pulling out by the stem. Q P o -U S ri n kl e r G Scarify rootball walls in 3 vertical cuts and bottom to 1/2"deep,or by cutting roots of U No Scale 1/2"or larger with shears. Do not pull roots apart. 5) Install fertilizer packets under rootball of plant. Set rootball on prepared surface and Q Auto. Antisiphon Valve fill hole to 1/2 the depth,tamping soil around rootball. Fill hole with water. n 1 6) Fill the remainder of the hole with backfill and pack it but do not tamp rootball. with Filter and Regulator for Drip 7) Make the water basin. r 1 No Scale 8) Water shrub thoroughly within 1 hour of planting by filling the basin and allowing the �J water to percolate in,doing this 3 times or more until root ball and backfill is wet Q 9) Install mulch D Q) U Shrub Planting Install as per local code and manuf. instructions - Secure I U controller to wall with suitable anchors as approved by No Scale • — inspector Controller- see legend on irrig. plan �U Weather proof 120 V junction box D J Electrical conduit and wire from source of power U Electrical conduit for 24 volt conductors Paint exterior conduit to match building wall. Minimize appearance of conduit visible on wall. Sweep ells c/7 LO UF direct burial wires it t ri I �es This controller will be installed outside �O O Wall Mount Controller D No Scale Date 9/7/22 Scale As Noted Drawn Greg Job Details Sheet L4 cf 6 Revision Communil y Development PH-AAtmiUNIbITIONS - SOIL PREPARATION, PLANTING, AND IRRIGATION PART 2 - PRODUCTS Planning Division - Cupertino 3.6 TESTING 1.4 GUARANTEE C. Contaminated Soil - Do not perform any soil preparation work in areas where 11 QUALITY ASSURANCE: soil is contaminated with cement, plaster, paint or other construction debris. . CuPERTINQ APPROVED 2.1 PIPE A. All testing shall be done in the presence of the Owner's Representative. A. Trees shall be guaranteed 1 year - all other plant material 120 days following A. Use adequate numbers of skilled workmen who are thoroughly trained and Bring such areas to the attention of the Owner's Representative and do not proceed R-2022-005 A. Plastic pipe is to be polyvinyl chloride, marked 1120-1220, and bearing the Center-load all pipelines with clean soil approximately every four feet to resist final acceptance. Any plant material needing replacement because of weakness or Case # the necessary crafts and who are completely familiar with the until the contaminated soil is removed and replaced. seal of the National Sanitation Foundation. Use Schedule 40 polyvinyl chloride, hydraulic pressures, but leave fittings exposed for inspection. Piping under probability of dying will be replaced with material of similar type and size to pp�ication Number(s) specified requirements and the methods needed for proper performance of the work of D. Moisture Content - Soil shall not be worked when moisture content is so great type I-II fittings bearing the seal of the National Sanitation Foundation, and paving shall be tested before paving is in place. Install a 0 to 160 P.S.I. gauge that of the surrounding area. The replacement plants will have the same guarantee this section. that excessive compaction will occur, nor when it is so dry that dust will form in Approval Body: Director// Staff complying with ASTM D2466 for pressure line and also for any water lines under on lines to be tested. All valves shown on Plans shall be in place and shall be in as the original plants or trees, starting the day of their replacement. The Ponsible for losses due to vandalism if he has taken the air or that clods will not break readily. Water shall be applied, if B. It is the Contractor's responsibility to verify all information contained in the closed position. Mains shall be tested at 100 P.S.I., and laterals at 65 Contractor is not responsible Approva I Date 09/14/22 asphalt paving. Use Sch 40 PVC for lateral lines in planting areas unless stronger P the plans and specifications and to notify the Architect of any discrepancy prior P.S.I. If available static water pressure is under 100 P.S.I., provide suitable reasonable measures for protection of the plants. necessary, to bring soil to an optimum moisture content for tilling and planting. Signature Bria�ne Harkousha pipe is specified in the irrigation legend. For joining, use a solvent complying P P P +^ ^�^'^�'�^ products or commencing with the work. um for tests. Fill pipelines slow) to avoid pipe damage, and bleed all air from Case Manager with ASTM D2466 and recommended by the manufacturer of the approved pipe. Pipe is pump P�P Y P�P 9 3.2 ROUGH GRADING AND TOPSOIL PLACEMENT C. Check and verify dimensions, reporting any variations to the Architect before to be continuously and permanently marked with the manufacturer's name, pipe size, lines as they are being filled. After closing valve at water source, mains shall 1.5 PRODUCT HANDLING A. Request a review by the Owner's Representative to verify specified limits and proceeding with the work. schedule number, type of material, and code number. hold 100 P.S.I. gauge pressure for two hours with no leaks. Laterals are expected A. Protect plants before and during installation, maintaining them in a healthy grades of work completed to date before starting soil preparation work. Place B. Galvanized steel pipe is to comply with ASTM A120 or ASTM A53, galvanized, to have minor seepage at multiple swing joint assemblies. Major leaks are not condition. Application(s) of anti-dessicant may be required to minimize damage. topsoil as required to obtain an 12" minimum depth of topsoil or as noted otherwise co 1.2 CONTRACTOR COORDINATION Schedule 40, threaded, coupled, and hot-di galvanized. Use 150 lb. rated acceptable. Laterals shall be tested for one hour at 65 P.S.I. solely to reveal The Contractor is responsible for vandalism, theft, or damage to plant material N P P 9 on the Plans. (Topsoil may already exist in the planting areas). Integrate � A. It is the responsibility of the Landscape Contractor to familiarize himself galvanized malleable iron, banded pattern fittings. Wrap all galvanized pipe below any piping or assembly flaws. The laterals are not expected to hold gauge until commencement of the maintenance period. topsoil layer into subsoil or existing compacted topsoil layer b ripping. P Y 9 P P Y Y PP g• with all grade differences, location of walls, retaining walls, etc., and to grade with 2" wide, 10 mil. plastic wrapping toe 50 Scotch wrap or equal). pressure. For testing laterals, cap risers or turn adjusting screws on nozzles to 9 9 9 P PP 9 P (# PComplete rough grading as necessary to round top and toe of all slopes, providing coordinate work with the General Contractor. C. Drip tubing is to be as noted on plans. Use compression fittings. the "off" position, as appropriate. Repair any flaws discovered in mains or 1.6 REVIEWS naturalized contouringto integrate newt graded area with the existing topography. ~ o 9 Y9 9 U (.0 laterals, then retest in same fashion as outlined in presence of the Landscape A. Request the following reviews by the Owner's Representative at least three (3) LLJ rn Verify that rough grading is completed in accordance with civil engineering o 2.2 CONTROL WIRE Architect until all lines have been approved. Provide required testing equipment days in advance (in writing): (1) Rough grading (of landscape area) (2) Soil drawings and/or any landscape grading drawings. Break through any compacted layers = M 1.3 DIMENSIONS AND SCALE A. Use type OF direct burial wire minimum size 14, copper, U.L. approved for and personnel. test (3) Verification of incorporation depths (4) Finish grade (5) Plant YP # PP PP of subgrade material (sometimes left from building or paving pad compaction) that (�A. Dimensions are to take precedence over scale at all times. Large scale details irrigation control use for runs of 1000 feet or less. For longer runs consult with material quality approval (6) Plant material layout (7) Plant pit sizes (prior will not allow water in planting areas to percolate through, causing a boggy, over are to take precedence over those at small scale. Dimensions shown on plans shall Landscape Architect. Use 3M DBY Direct Bur Wire Splice Kits or dry splice type 3.7 SYSTEM ADJUSTMENT to planting plants) (8) Preliminary inspection (9) Final inspection (5 day Q a) P Y P Y P YP saturated soil condition. You may have to use a backhoe or rotohammers to break up � � be adhered to insofar as it is possible, and no deviation from such dimensions A. The entire sprinkler system shall be properly ad justed before final acceptance. advance notice required) LJJ � wire connectors at splices. No underground splices will be allowed without a P Y P P Y J P q ) and turn soil to a minimum depth of 12". If proposed planters are in areas of C shall be made except with the consent of the Architect. The Contractor shall splice box. Adjustments shall include but not necessarily be limited to: (1) Adjustment of o P existing paving or baserock, remove at least 12" of material and bring in top soil Q verify all dimensions at the site and shall be solely responsible for some or arc and distance control devices on sprinklers, including changing nozzle sizes if PART 2 - PRODUCTS U Q °' up to grade required by grading plan. Rough grading in planting areas is to be U -0 deviations from same. 2.3 OTHER MATERIALS necessary to assure proper coverage of planted areas. (2) Relocation or addition N such that when amendment is incorporated and the mulch is installed, the grade will A. Provide other materials, not specifically described but required for a complete of sprinkler heads if necessary to properly cover planted areas, without causing 2.1 TOPSOIL z U n P Y q P be +- 1" to finish grade. 1.4 LAWS AND REGULATIONS excessive water to be thrown onto buildin walks, avin etc. 3 Throttlin of A. Native to soil or im ort landsca e soil Q M and proper installation, as selected by the Contractor subject to the approval of 9> paving, ( ) 9 P P P B. Soil Preparation: (1) Distribute soil (organic) amendment and fertilizer in J A. The Contractor shall conform to and abide by all city, county, state and automatic valves as necessary to operate sprinklers at manufacturer's recommended ca the Architect. Y P P the amounts recommended by the soils lab over all planting areas unless noted U) federal building, labor and sanitary laws, ordinances, rules, and regulations. pressure. (4) Adjustment and testing of all automatic control devices to assure 2.2 NATIVE TOPSOIL otherwise on the Plans. (2) Rip and/or till the amendment and fertilizer into the their proper function, both automatically and manually. (5) Installation of A. Native soil on site without admixture of subsoil, free from rocks over two CZ top 6" to 8" of soil until they are thoroughly mixed in. Hand work areas LLJ - 1.5 LICENSES AND PERMITS pop-up heads anywhere there is a chance of pedestrians or vehicles hitting heads cubic inches, debris, and other deleterious material. Native topsoil is to be J Y inaccessible to mechanical equipment. (3) Moisten to uniform depth for settlement A. The Contractor shall give all notices and procure and pay for all permits and PART 3 - EXECUTION even if pop-ups are not shown on the plan. (6) Installation of check valves to stripped, stockpiled, and reinstalled. and regrade to establish elevations and slopes indicated on Drawings. licenses that may be required to complete the work. keep sprinkler head drainage from eroding landscape areas, wasting water, or O M 3.1 SURFACE CONDITIONS creating soggy spots in the landscaping. 2.3 IMPORT LANDSCAPE SOIL (D1.6 SUBMITTALS A. Examine the areas and conditions under which the work of this Section will be A. Import landscape soil must be tested and meet the following specification: 3.3 FINISH GRADING LiJ A. At the request of the owner or the Landscape Architect, submit manufacturer's 3.8 AS-BUILT DRAWINGS AND INSTRUCTION 1. TEXTURE: A. The Contractor shall make himself familiar with the site and grading plans and � performed. Correct conditions detrimental to timely and proper completion of the (� and/or supplier's specifications and other data needed to rove compliance with the Sandy loam to loam do finished grading in conformance with said Plans and as herein specified. / PP P P P work. Do not proceed until unsatisfactory conditions are corrected. A. Regularly update a print of the system noting any changes which are made by points between es l l l if shall b h d t sa e uniform eves or so di i i th t d otherwise indicated Grades no specified requirements including certificates stating quantity, type, composition, dimensioning features below grade from surface features with at least two 2. GRADING: B. P P weight, and origin of all amendments, chemicals, import soil, planter mix, plants, SEIVE SIZE PERCENT PASSING SIEVE where elevations are given or between points established by walks, paving, curbs, 9P P P 3.2 EXCAVATION dimensions. Prior to final approval, give the Owner 2 copies of clean blueprints and irrigation equipment used on the site. 25.4 mm (1") 95 - 100 or catch basins. Finish grades shall be smooth, even, and on a uniform plane with gA. Trenches may be excavated either by hand or machine, but shall not be wider marked to show changes during construction. The most important features to mark on than is necessary to lay the pipes. Care should be taken to avoid damage to the plan are valves, pressure lines, wires, and hose bibs. 9.51 mm (3/8") 85 - 100 no abrupt changes of surface. Minor adjustments of finish grades shall be made at 53 Micron (270 mesh) 10 - 30 the direction of the Landscape Architect, if required. 1.7 PRODUCT SUBSTITUTIONS B. After the system has been completed, inspected, and approved, instruct the P q existing water lines, utility lines, and roots of plants to be saved. Y P P PP 3. CHEMISTRY - SUITABILITY CONSIDERATIONS: C. All grades shall provide for natural runoff of water without low spots or A. Any product substitutions shall be requested in writing. The Landscape B. Minimum depth of cover for buried pipelines shall be: 1. Eighteen (18) inches Owner's maintenance personnel in the operation and maintenance of the system. Give g P P Architect must approve or refuse any substitutions in writing. Lack of written the Owner completed warrant cards for the irrigation equipment and ke s to a. Salinity: Saturation Extract Conductivity (ECe x 103 @ 25 degree C.) Less pockets. Flowline grades shall be accurately set and shall be not less than 2% for mainline pressure piping. 2. Eighteen (18) inches for 24 volt wiring from P y gy than 4.0 gradient wherever possible. Grades shall slope away from building foundations approval will mean the substitution is not approved. Any difference in cost to the controllers to remote control valves. 3. Twelve (12) inches for lateral controllers and hose bibs. g P P y g Contractor of a less expensive substitution shall be credited to the Owner's b. Sodium: Sodium Adsorption Ration (SAR) Less than 9.0 unless otherwise noted on Plans. All finish grades (top of mulch) are 1" below distribution lines. 4. Twenty-four (24) inches, minimum cover, with 6" sand c. Boron: Saturation Extract Concentration Less than 1.0 PPM finish grade of walks, pavements, curbs, and valve boxes unless otherwise noted. bedding and 6" sand cover for any pipe or wire sleeve under A.C. paving. SOIL PREPARATION AND PLANTING d. Reaction: pH of Saturated Paste: 5.5 - 7.5 C. Under existing paving, piping may be installed by jacking, boring, or hydraulic e. Lime: less than at by weight 3.5 MULCHING 1.8 ERRORS AND OMISSIONS driving except that no hydraulic driving will be permitted under asphalt concrete PART 1 - GENERAL 9 P Y 9 P P A. Recultivate soils compacted by planting or other operations and smooth the A. The Contractor shall not take advantage of any unintentional error or omission 4. PESTS: pavement (most pipes and sleeves under A.C. paving are to be installed prior to soil areas prior to applying mulch. Mulch all planting areas to a depth as noted DSCgpF in the drawings or specifications. He will be expected to furnish all necessary 1.1 DESCRIPTION a. The population of any single species of plant pathogenic nematode: fewer than installation of the paving). Where cutting or breaking of existing pavement is on plans. This depth should be as per the plans even after being settled and r��O�RY CF�q materials and labor that are necessary to make a complete job to the true intent A. The work includes, but is not necessarily limited to, the furnishing of all 500 per pint of soil. No.2176 necessary, secure permission from the Architect before cutting or breaking the Y 9 � � stepped on 30 days after installation. Water lightly to settle mulch. Do not v and meaning of these specifications. Should there be discrepancies in the drawings pavement, and then make necessary repairs and replacements to the approval of the materials, equipment, and labor required to do the installation and complete 5. ORGANIC MATTER J bury ground cover with mulch. Place and settle mulch in such a way that it does -I or specifications, the contractor shall immediately call the attention of the Architect and at no additional cost to the Owner. placement of topsoil, fine grading, soil conditioning, and planting. a. Soil is to have 5% to 10% organic matter at below 18 inches in depth. 0t2024 not get washed onto paving or block drain swales or inlets. Architect to some and shall receive the complete instructions in writing. Soil is to have less than 30% organic matter at 0 to 18 inches in depth 99 22 Organic matter to be less than 1" did. Do not use mushroom compost. 3.3 INSTALLATION OF PIPE 3.6 WEED CONTROL 1.2 QUALITY ASSURANCE No noxious weeds are allowed. TF O 1.9 INSPECTIONS/REVIEWS DEFINITION S A. Handling and assembly of pipe, fittings, and accessories shall be by skilled A. The Contractor is responsible for pre-emergent weed control. Follow the F CA A. Inspection or observation as used in these specifications means visual A. Plant Identification and Quality 6. FERTILITY CONSIDERATIONS: tradesmen using methods and tools approved by the manufacturers of the pipe and manufacturer's directions. The Contractor is responsible for the replacement of observation of materials, f 1 equipment, or construction work on an intermittent basis . Plants are to be true to name, with one o each bundle or lot tagged with the a. Soil is to contain sufficient quantities of available nitrogen, phosphorous, any plants (other than weeds) that are hurt or killed due to the misuse of weed equipment and exercising care to prevent damage to the materials or equipment. to determine that the work is in substantial conformance with the contract name of the plants in accordance with standards of practice of the American potassium, calcium, and magnesium to support normal plant growth. In the event of documents and the design intent. Such inspection or observation does not B. Metal pipe threads shall be sound, clean cut, and cored to full inside Association of Nurserymen. In all cases, botanical names take precedence over control products or use of the wrong product. Clay soils can increase the affect g p Y P nutrient inadequacies, provisions shall be made to add required materials to diameter. Threaded joints shall be made up with the best quality pure joint of certain pre-emergents. Adjust the application rate accordingly. Some owners constitute acceptance of the work nor shall it be construed to relieve the common names. overcome inadequacies prior to planting. contractor in any way from his responsibility for the means and methods of compound carefully and smoothly placed on the male threads only 2. Plants shall be vigorous, of normal growth habit, free of diseases, insects, 7. COMPACTION may prefer hand weeding to chemical weed control although it is usually more construction or for safety on the construction site. Inspection or observation C. On plastic threaded connections use the sealer recommended by the manufacturer throughout the system. eggs, larvae, excessive abrasions, sun scalds, or other objectionable a. Compact the soil enough so it doesn't settle more when walked on and not expensive. will be done by the Landscape Architect only if requested by the owner in writing. disfigurements, and shall conform to the standards as outlined by the California significantly over time where the flow of drainage will be affected or soil needs to be of the plastic valve or fitting. Do not use paste sealer products on plastic 3.7 MAINTENANCE This service will require a written contract for additional fees. Association of Nurserymen. Tree trunks shall be sturdy and well "hardened off". added. Don't over compact or work soil when it has too much moisture. valves. Tighten plastic threaded connections with light wrench pressure only. All plants shall have normal well developed branch system, and vigorous, fibrous Dig bottom layer of import soil into existing soil. Compact in 6 inch lifts. A. Maintenance shall begin immediately after each plant is installed. D. Connections and controls shall be functionally as shown on the drawings, but B. Maintenance will include: root systems which are not root bound. Ground cover plants (rooted cuttings) shall 2.4 ORGANIC SOIL AMENDMENT physically shall be the most direct and convenient method while imposing the least 1. Continuous operations of watering, weeding, cultivating, fertilizing, have well developed root systems and be kept moist prior to and during A. Redwood sawdust, 0-1/4" in diameter, that is nitrogen stabilized by the r 1 LANDSCAPE IRRIGATION installation. Plants shall be nursery grown and of size indicated on Drawings. supplier, and contains a wetting agent. Also see note on planting plan hydraulic friction. Install lines in planting areas whenever possible. spraying, insect, pest, fungus, and rodent control, and any other operations to lJ E. Thread male PVC connections into metal female connections rather than the All plants not conforming to those requirements will be considered defective, assure good normal growth. PART 1 - GENERAL opposite. removed from the site and replaced with acceptable new plants at the Contractor's 2.5 ORGANIC MULCH 2. Fertilizing: In addition to fertilizing of trees, shrubs and ground covers, O F. Interior of pipe fittings, and accessories shall be kept clean at all times, expense. A. See Planting Plan herein specified, furnish and apply any additional fertilizers necessary to n 1 1.1 WORK INCLUDED and all openings in piping runs shall be closed at the end of each days work or 3. Sod shall have a well developed root system. Yellowing, brown, diseased, 2.6 PLANTER SOIL MIX maintain plantings in a healthy, green vigorous growing condition during the otherwise as necessary to prevent the entry of foreign materials. Bending of maintenance period. dried, or pest infested sod shall be rejected. Sod is to be cleanly mowed within A. See Planting Plan and Details. VJ galvanized steel pipe will not be permitted. Install plastic pipe with the 3. Weeding, Cultivating and Clean Up: Planting areas shall be kept neat and free A. The work includes but is not necessarily limited to the furnishing of all 72 hours of delivery to the site. Sod is to be delivered to the site within 24 Q markings turned up to be seen from above until the pipe is buried. "Snake" the from debris at all times and shall be cultivated and weeded at no more than 10-day materials, equipments, and labor required to install a complete irrigation system. hours after being harvested and installed immediately after being delivered. Sod 2.7 BACKFILL FOR PLANT PITS pipe in the trenches so that there will be a small amount of excess length in the intervals. shall not be stored on the site overnight. Any sod delivered to the site that A. For native soils with 50% or more clay content - 75% topsoil and 25% organic W �J line to compensate for contraction and expansion of the pipe. 4. Insect, Pest and Disease Control: Insects and diseases shall be controlled by 1.2 GUARANTEE. The entire sprinkler system shall be guaranteed by the Contractor cannot be installed the same day shall be removed and not used on the site. amendment thoroughly mixed and incorporated together with no topsoil clods larger The top 6" of Place backfill in 6" layers such that there will be no settling the use of approved insecticides and fungicides. Moles, gophers, and other G. . in writing to be free from defects in material and workmanship for a period of one G 4. Ground cover is to have well developed roots and foliage. It is to be grown in than 1/2" diameter. In heavy clay soils or other soils with large clods this will year from acceptance of the work. The guarantee shall include repair of an trench soil is to be the top soil and soil amendment mixture. All backfill shall be free and delivered to the site in flats. rodents shall be controlled by traps, approved pellets inserted by probe gun, or U y p g p y require mixing the backfill in a stockpile at the site or at the supplier. For • of rock and debris. Test pipe for leaks prior to backfilling joints. Obtain other approved means. 'v^ settlement occurring within the guarantee period, including related damage to 1.3 SUBMITTALS soils with less clay content amend only the top 8" of the plant pit backfill as per approval of the owner's representative before backfilling joints. 5. Protection: Work under this Section shall include complete responsibility for paving, landscaping, or improvements of any kind. A. Provide the results of lab tests done on representative samples of existing the soils lab recommendations. maintaining adequate protection for all areas. Any damaged areas shall be 3.4 INSTALLATION OF EQUIPMENT soils and imported soils to be used for the top 12" or more of landscape area. repaired at no additional expense to the Owner. •U 1.3 REVIEWS Tests are to be done by a reputable soils lab (i.e., Perry Lab, Watsonville or 2.8 FERTILIZER A. Flush lines clean prior to installation of valves, sprinkler heads, or hose 6. Replacements: Immediately replace any plant materials that die or are of system (2) Depth of lines prior to backfilling (3) Coverage adjustment of all personnel. Soil samples are to be tested for: J A. Request the following reviews prior to progressing with the work: (1) Layout Santa Clara Soil and Plant Lab). Samples to be tested are to be collected by lab A. Fertilizer needs and amounts will be based on the results of the soil test bibs. Install valves, sprinkler heads, controllers, backflow preventors, hose damaged. Replacements shall be made to the Specifications as required for bibs, and other equipment as per the Irrigation Plan and details. original plantings. heads, valve boxes and operation of system. 1. Particle size distribution (clay, silt, sand). B. Sod lawn areas (there is no lawn on the plan) � 7. Hand Watering: Even when planting areas are watered with automatic 2. Agricultural suitability including any excess problems; i.e., salinity 3.5 ELECTRICAL WORK irrigation, the soil surrounding the plant pits can be moist while the 1.4 WATER PRESSURE (calcium, magnesium), boron, sodium, pH level. A. The line voltage work shall consist of connecting the controller to the nearest 2.9 PLANT MATERIAL SUBSTITUTES sawdust/sand root ball is dry. This can cause the plants to deteriorate or not A. Verify the existence of the minimum acceptable volume of water at the minimum 3. Fertility - amounts of available nitrogen, potassium, phosphorous, iron, available 115 volt supply. The line voltage connection shall be in conduit, in A. Substitutes will not be permitted except when proof is submitted that plants grow (even during the winter). The plants will do best (especially during the hot acceptable dynamic pressure as per plan at the point of connection at the earliest magnesium, copper, zinc, and boron. opportunity, re ortin insufficient volume and/or pressure to the Landscape accordance with local electrical code. Controllers mounted inside buildings can be specified are not available and then only upon approval of the Landscape Architect season) if they are hand watered deeply until their roots grow out into the reporting / P P 4. Chemicals and/or poisons that would hinder plant growth. The owner is to plugged into outlets. The low voltage work shall include all necessary wiring from and Owner. surrounding soil. Architect. Contractor is responsible for cost of installation of pressure regulator decide if tests for poisons will be done since there is a small chance that any if pressure exceeds 80 psi. the controller to the automatic sprinkler valves, installed in accordance with the P P manufacturer's recommendations. A loopof extra wire, a minimum of eighteen 18 exist and the cost of testing for them is expensive and difficult. 3.8 PRELIMINARY INSPECTION 9 ( ) 2.10 OTHER MATERIALS An interpretation of the test results and their affect on plant performance done by 1.5 UTILITIES inches long shall be provided at each automatic valve. Appropriate expansion loops A. Provide other materials, not specifically described but required for a complete A. As soon as all the planting is installed, the Contractor will request the he lab staff or an approved horticultural consultant should be included in the t shall be provided throughout the system to assure that no wiring will be under and proper installation, as selected by the Contractor subject to the approval of Owner's Representative (in writing) to make a preliminary inspection. The 30 A. Verify the location of all existing utilities and services in the line of work report. The Owner is responsible for the cost of initial testing and for any stress. the Landscape Architect. calendar day maintenance period will start when the work is approved. Replacement before excavating. Take all precautionary measures necessary to avoid damaging additional chemicals and amendments that are required that are not already included B. All splices and connections on the 24 volt system shall be made using 3M DBY and/or repairs may be required for approval. The Contractor is to notify the Direct Bury Splice Kits, Rain Bird Pentite connector, or equal. in the Specifications or Drawings. Soils tests must be done as soon as possible Owner and the Owner's Representative in writing when the 30 day maintenance period and prior to ordering or installing soil amendments or plant materials. Plant PART 3 - EXECUTION 1.6 ELECTRICAL CONNECTION C. Wiring, wherever possible, shall be placed in the same trench with, and begins. alongside of, the irrigation main water line. Tape and bundle wire every ten feet. selections and soil amendment specifications are subject to change depending on the A. Verify existence of 110 Volt 20 Amp. circuit for irrigation controller (by .results of the soil tests 3.1 SURFACE CONDITIONS All wiring placed under paving shall be put in adequately sized Sch 40 PVC pipe 3.9 FINAL INSPECTION others) at location noted on plan for installation of controller. 5. If bidding is done prior to soil fertility tests, bid 6 cu yds. of nitrolized A. Examine the areas and conditions under which the work of this Section will be sleeves prior to paving operations. A. At least 5 days prior to the anticipated end of the maintenance period, the RWD sawdust and 16 lbs. of 12-12-12 fertilizer per 1000 sq.ft. tilled or dug into performed. Correct conditions detrimental to timely and proper completion of the D. Wire for 24 volt control lines shall be size #14 OF direct burial irrigation Contractor shall submit a written request for final inspection. The planting the top 6" to 8" of soil in all planting areas for bidding purposes only. Revise work. Do not proceed until unsatisfactory conditions are corrected. 9/7/22 wire. Unless noted differently on the plan, common grounds shall be white, size areas shall be weeded, neat and clean. The work shall be accepted by the Owner Date bid when results of soil fertility tests are obtained. B. Weed and Debris Removal - All ground areas to be planted shall be cleaned of #14 OF direct burial wire. For wire runs over 1000 feet consult with Landscape exclusive of the plant materials upon written approval of the work by the Owner's As Noted Scale Architect for wire size. Under no circumstances, on multiple controller all weeds and debris prior to any soil preparation or grading work. Weeds and Representative. installations, will a single common ground, shared by each controller, be debris shall be disposed of off the site. Drawn Greg permitted. Each controller shall have its own separate common ground wire. Job Sheet Landscape Spec *ificat 'ions of