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DIR-2016-04b ,_.. _ �.>., ��'g'�C�lE�gJl[��l[�'�'�N� ' 10300 Torre Avenue, Cupertino,California 95014 (408) 777-3308 To: Mayor and City Councilmembers Chairman and Planning Commissioners From: Piu Ghosh,Priricipal Planner �,, �'3�� , Prepared by: Sarah Filipe,Plaruli.ng Department I Date: 1Vlarch 3, 20�6 Subject: Director's Minor 1Vlodification DIR-2016-04 to a �CJse Permit (16-U-77) , to add 237 square feet to single-family home in a P(R1 0-2) zone at ' 22639 Oakcrest Court. Chapter 19.132 of the Cupertino Municipal Code allows for administrative approval of minor changes in a project. The Director reports his.decision to the City Council and Planning Coininission in time to allow any Councilmember or Planning Com�nissioner to appeal the decision within fourteen calendar days. ��.T��l�To The applicant, A.R.A. Creative Design, is proposing an addition to a single family home in a Planned Development Zoning District with Residential Hillside densities. The property is in a planned single-family residential development located near the NW corner of Alpine Drive and Foothill Expressway. The property owner proposes to add a total of 237 square feet to the existing 2,516 square foot residence by doing the following: ■ Adding an office space on the northern side of the first floor; ■ Adding an exterior closet along the northern side of the garage; and ■ Adding a bathroom- a portion of which is being accommodated by demolishing a portion of the existing three car garage; In addition, the property owner is also proposing interior remodeling on the second floor to relocate a staircase and separate an existing office/sitting area from the Master Bedroom. ' The subject gross 1ot size is 20,908 square feet. There is a Santa Clara Valley Water District easement on the subject lot of a total of 2,�71 square feet. Therefore, the subject net lot area is 18,037 square feet. The proposed additions will increase the Floor Area Ratio of the subject property from 23.02% to 24.34%. The proposed additions are within the building envelope specified in the Use Permit (16-U-77) for the property. The new first floor office and bedroom expansion are not visible from the street and will not have any negative visual impacfs. -1- � A�'g'��Ne The Director of Community Development deems the modification minor and approves the application DIR-2016-04 with the following conditions of approval: 1. APPROVED EXHIBITS Approval is based on exhibifs titled "The Cohen Residence" prepared by A.R.A Creative Designs, consisting of nine (9) sheets received on February 21, 2016, except as may be amended by the conditions contained in this resolution. 2. PREVIOUS CONDITIONS OF APPROVAL All prior conditions of approval through past approvals shall remain in effect unless superseded by or in conflict with subsequent conditions of approval and as specifically amended by this Director's Minor IVlodification approval. 3. ANNOTATION OF THE CONDITIONS OF APPROVAL The conditions of approval set forth shall be incorporated into and annotated on the building plans. I 4. ACCURACY OF THE PROTECT PLANS ' The applicant/property owner is responsible to verity all pertinent properiy data including but not limited to property boundary locations, building setbacks, property size, building sguare footage, any relevant easements and/or construction records. Any misrepresentation ' of any property data may invalidate this approval and may require additional review. 5. BUILDING PERIVIIT REQUIRED This approval does not constitute building permit approval; a separate building permit is required. 6. EAVE OVERHANG Prior to building permit issuance, the applicant shall modify the plans to ensure that the length of fhe roof eave overhangs of the addition matches the length of the eave overhangs of the existing home. 7. EXTERIOR MATERIAL The final color and material shall closely resemble the details shown on the approved plans, match the existing materials and colors, and shall be reviewed and approved by the Director of Community Development'prior to issuance of building permits. 8. CONSULTATION WITH OTHER DEPARTMENTS The applicant is responsible for consulting other departmenfs and/or agencies with regard to the proposed project for additional conditions and requirements. Any misrepresentation : , -2- �'i of any submitted data may invalidate an approval by the Community Development Depariment. 9. INDEMNIFICATION Except as otherwise prohibited by law,the applicant shall indemnify and hold harmless the City, its City Council, and its officers, employees and agents (collectively,the "indeirulified parties") from and against any claim, action, or proceeding brought by a third party against one or more of the indemnified parties or one or more of the indexnnified parties and the applicant to attack, set aside, or void this Resolution or any permit or appro�al authorized hereby for the project, including (without limitation) reimbursing the City its actual attorneys' fees and costs incurred in defense of the litigation. The applicant shall pay such attorneys' fees and costs within 30 days following receipt of invoices from City. Such attorneys' fees and costs shall include amounts paid to counsel not otherwise employed as City staff and shall include City Attorney time and overhead costs and other City staff overhead costs and any costs directly related to the litigation reasonably incurred by City. I 10. NOTICE OF FEES DEDICATIONS RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government ' Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications,reservations, and other exactions. You are hereby further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a),has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. This approval of the modification is effective March 3,2016. The fourteen calendar day appeal period will expire on March 18,2016. Enclosures: Plan Set G:I Planningl PDREPORT I DlRreports I20161 DIR-2016-04.doc -3- �6 V� �� o � ��' � �� a GENERAL NOTES: LUMBER: Wood members less than 4"in width shall be Douglas Fir APN: 342-�$-�� _ . I Theseplansanddescriptionofmaterialsshallgovemthe STRU�iTURAL EN�7��EER: �.�.�.CRE�►TIVE " No.2,and 4"orwider shalFbe Douglas Fir No.1,unless Z��f�N(�: P�R�-02� extent of the work to be done.Any discrepancy between noted othenvise.All lumber shall conform to C.B.C. t DESI G NS thesedocumentsandfieldconditionsmustbecalledtothe Standard23-1. LAND USE: VERY LOW DENSITY �'��' ��0�"�� atterition of the designers and structural engineer.Any R21710d@I,Additions � (1/2 ACRE SLOPE DENSITY FORMULA) discrepancynot reported to tFie designer and engineers will Unless noted otherwise on plans,all nailing shall be per �Z93rJ ALCOSTA BLVD.#2025 &New Construction absolve them of any responsibility. C.R.C.table R602.3 LOT AREA: 'I$,o37 sQ.FT. SAN RAMON,CiA.94�J83 1116 Nicklaus Avenue, t� Milpitas CH 95035 The General Contractor is responsibie for design and Ali connecting hardware shall be"Simpson"Company type ALLOWED SITE COVERAGE: OFF:925.829.0920 FAX:925.829.O�J2� PhonelFax 408.942.0383 installationofalltem ora bracin andshorin riortothe SCO-'-�- �+IBO'�'-''I.CO� � CellPhone408.887.0981 P �' 9 9 P or approved equal,fasteners and installation shall be per �$,037 x 45%; 8,116.65 SQ.FT. CC removal of any supporting structure. manufacturer's requirements unlessnoted otherwise. � E:aradesigns05C�sbcglobal.net The General Gontractorand all subcontractors mustfield Provide 18"5eismic Strap attop plateswhere new EXISTING SITE COVERAGE: 2,516.04 SQ.FT. E�ERGY C��PL�ANCE: verify existing conditions and dimensions priortothe constructionjoins.existing. ADDITION TO SITE GOVERAGE: 237 SQ.F.T submittal of bid proposals and construction. �'�� o Rs9�� Glu-laminated beams shall be of a combination providing a NEW SITE COVERAGE: 2,753.04 SQ.F.T d°� The General Contractor is fully responsible for the minimum of(24f=V4)1600'radius. satisfactory completion of all work in accordance with the ACTUAL SITE COVERAGE: 2,753.0�}/18,037=�s.2% 14211 RIATA ST. �� v projectplans and spec�cations. Bearing and non-bearing walls shall have doutile top plate WESTM II�ISTER,CA.92683 ' lapped at intersections.Plate joints sfiall be staggered 4'-0° ` TEL:714.600.7955 FAX:714.893.��5� Notetl dimensions take precedence over scale dimensions. min.and shall be located on'top of studs. ALL�WED FLO�R AREA RATION: AnydiscrePaooysna��bebrou9httotnede5i9oer'Satte�tio� THE PROJECT IS CONSIST OF 237 S.F.ADDITION AT THE RIGHT SIDE OF imrnediate�y. wa��st�ds5ha��ee�s"o.c.andthesizenotedontheplans '�$,037 x45%o 8,116.65 SQ.FT. THE MAIN FLOOR.A NEW OFFICE WITH A FULL BATH& and sections.Provitle 2"x 4"studs minimum. oime�sion5shownaretofa�eoftramin9o�ta�eot CLOSET AND NEW ENTRY WITH COATS AT THE REAR. concrete uNess otherv✓ise noted. Au wood bearing on oradjacentto concrete or masonry EXISTING FIRST FLOOR AREA: 2,135.87 SQ.FT. shan be pressure treated�oug�as Fic ADDITION TO FIRST FLOOR: 237 SQ.F.T Typical'details apply where no detaiis or sections are (n provided. Holes forbolts sfiall be bored with a bit 1/16"largerthan TOTAL FIRST FLOOR: 2,372.87 SQ.F.T. c!1 � nominal bolt diameter.All botts shall be re-tightened prior to -- — All work is to be done in accordance with the most current a lication of I � X� pp p ywood,gypsum board,etc.A��bo�ts tiearing EXISTING SECOND FLOOR AREA: 1,291.63 SQ.F.T. �- W Z 2013 C R C 2013 C B C;2013 C.M.C.,2013 C.P.C.,2013 C.E.C., on wood shall have standard square cut washers under Q � �Q 2013 C F C And 2013 Building Energy Standards,and ail goveming head and nut. ADDITION TO SECOND FLOOR: 0 SQ.F.T Iocal codes and ordinance.All those working on this project must have — license and expenence. Structural members shal6 not be cut for pipes and conduits, TOTAL FIRST FLOOR: 1,291.63 SQ.FT. � Q E--� AII items indicated on plans are new and included in this etc.unless specifically noted or detailed by engineer. EXISTING GARAGE: 726.17 SQ.FT. � �- W W W z scope of work uniess otherwise indicated as(E)-Existing. _ —� „� �.._,.� =W Provide 2"x solid blocking at ends ofalljoists and rakers, �� over bearing walis and at 8'-0"mazimum for alljoists 2"x 10" P R O P O S E D F.A.R. 4,3 9 4.6 7/1 8,0 3 7=2 4.3% STRUCTURAL STEEL: or9reatec 2 �� ,� �►-��' CONCRETE: SECOND FLOOR TO �_ — �' � Structural steel shall confortn to A.S.T.M.(A-36)and to the Concrete for slabs on ground,beam footings and piers shali FIRST FLOOR RATIO: 1,291.63/3,103.04=42.3% �� -' � A.I.S.C.specifications for the fabrication and erection. have a minimum compressive strength of 2,500 ps.i.at 28 � � days,unless noted otherwise on plans. All steel members shail be unfinished and prepared to receive fireproofing.See framing plans for notes.A.S.T.M. Maximum aggregate size shall be'/<"and maximum slump' ' 20.�7� �5A NZ ASDO specifications for the structural tubing(whete applies). shali be 4-1/2". �� 1yA ��p,sEME G& � All bolts shall conform to A.S.T.M.(A-307)for unfinished Anchor bolts,hold-down bolts,doweis,and other re uired , / ^ / 4 e � Z �6 inserts should be positioned and firmly secured in p ace 1 S�TE PLAN "�� / �s � r bolts. � � 2' w m `' before concrete in poured. `S�TE A�ALY`S�S / � N yN A�i boit holes in stee�memeers snan-ae true.eurnin9 ot GENERAL NOTES 26�6 � w �\�d holes for connections will not be permitted.See details for � o N\7 � TheGeneralContractorshalltakeallthenecessary SHEET�N�EX \ � ct notes. measures to provide a proper consolidation and curing of - u u`4 � con�rete. 2 EXISTING'MAW LEVEL DEMOLITION PLAN � N a Z Provide full bearing on unthreaded portion of bolt shank for ' � 2,871 S4:Fi'. all steel connections. � /, � � �' The excavated tiottom of all footings shall extend to ,�r � elevations shown on the details andthefootingsshall6e 3 EXISI"ING UPPER LEVEL DEMOLITION PLAN / ~ � O o Provide leveling nuts for all bolts at beam and column base J � plates. poured in neat and clean excavations,without side forms if PosSib�e. 4 PROPOSED MAIN LEVEL FLOOR PLAN � � o � �� AIF nuts for structural steel connections shail be heavy MAS�NRY; � � W U � \ ------ O � � All masonrywork shall be reinforced grouted masonry and 5 PROP�SE�UPPEf�LEVE�-FLD�R'P�.AN � , o tE�PooL�"G ` � � --- � hezagonal nuts: o ---_ W conform to the latest C.B'.C.issue recognized,and shall 6e " � �- a_,�, E��o_E"'°' �'�-- � � U� 8"x 8^x 16"lightweight units with maeimum lineacshrinkage 6 EXISTING ROOF PLAN ��ii � — � \ Y Z All weiding shall be indicated in the details and performed � � � � ~ � �\ � � � Q- in ualified manner for full enetration welds, of 0.06%,per A.S.T.M.(C-90-52),g�ade A.No.continuous $ W H q p iosPeotio��equired. PROPOSED ROOF`PLAN � 1 � � � k � � �� under continuous ins ection er C.B.C.1701.5.Field � weld'ing,other than misceila eous tack welding is not Mortarmix shall be composed of one part Portlanii cement ��s N� � � � � M� ncomox�rrnnn� permitted,uNess noted otherwise in the details and to not more than three:parts sand.Grout mix shall be 7 PROPOSED FRONT Hc REAR ELEVATIONS I � F��a �� \ O � `N= continuous inspection provided. composed of one part Poriland Cement to not more than � � � � � � N U threepartssandandnotless-Shanlwopartspeagravel. H PROPOSED LEFT&RIGHT ELEVATIONS � � � �V � For any confiicts between these structural notes and the 3 = Walls to be grouted in 4"maximum lifts unless high lift grout g� � structural notes in the structurai drawings,the notes in the � EXISTING SECOND - � � procedures(withblackouts)areused.Allreinforcingshall 9 BUILDING SECTIONS \� structural drawings shall govem. have a minimum coverage of%a"grout.Ail bolts shail have a � STORY RESIDENCE °�` �' minimum coverage of 1°9ro�t. 10 MAIN FLOOR ELECTRICAL PLAN � \ � REINFORCING STEEL: � al I Reinforcing steel shall be defocmed bars;conforming to No pipes orducts shall be piaced in masonry walls unless T1 TITLE-24 ANALYSIS � m i � \ A.S.T.M.A615-40 requirements and welded wire mesh per specifically noted or detailed on plans. A.S.T.M:185 specifications.Bars no.4 and smaller shall Dowels in concrete for masonry walls shall be(2)-No.4 T2 TITLE-24 ANALYSIS m' I � i \ � � be grade 40,and bars No.5 and larger shall be of grade 60. bars or as indicatedin details. gi \ REVISIONS BY S1 GENERAL NOTES&ABBREVIATIONS �W w1 Ali reinforcing bars shall be cleartofforeign materials.All � � k All retaining tilock walls shall be provided with an approved � � . reinforcing splices shall�be lapped a minimum of 48 bar �� 52 FOUNDATION�PLAN � - - �� . � - ;�..� � ��, \ PLAN CHECKCOMMEN75� moisture barrier on the dirtside. w� �n� � \ �PEBRUARY 22,2016 A� diameters but not less than 24". � Masonry fireplaces and chimneys shail be constructed and S3 ROOF FRAM I NG PLAN 9� � __ ��---%---x---,E_.,F_,,,,_ \ ConcretecoveregeforremforcemenY. anchoredperC.B.C.section3102.4through3102.7 SECOND FLOOR FRAMING PLAN P' - - -B0�°'"`�'"�F-# � 3"where poured against earth ` � �� '- � � 2"wherepouredagainstforms FOUNDATION: S4 HIGH ROOF �a '�'� � � 1"for slabs oured a ainst forms Contractor shall investigate existing foundation system � � \ � a s LOW ROOF RAFTER FRAMING PLAN , °o ` (E)CONCREfE adjacent to new construction prior to start of construction. \ ` oan�wnr ` See pians for quantity,size and location of anchor bolts. Contractor shall notify designer in wrfling for any �a a"'" � � � � A 1 Locate bolts within 12"from comers and buttjoints. discrepancies between assumed system on drawings and ` � ` `' actual field conditions. �� '- � PROJECT NOl"ES: ' � �� e ,�g o \ ��2�'8g� � w \ o� \ ALL WORK IS TO BE DONE IN ACCORDANCE WTIH THE CURRENT 2013 C:R.C.,2013 C.B.C.,2013 C.M.C., \ � ,� ` N Q` � \ 2013 C.P.C.,2013 C.E.C.,2013 CALIFORNIA ENERGY CODE,cirv oFcuPeRnNo MUNiciPa�cooe aNb 1. FINISH GRADE AROUND THE PERIMETER OF THE ADDITION 15 TO SLOPE o�; � ALL GOVERNWG LOCAL CODES AND ORDINANCES.ALL THOSE WORKING ON THIS PROJECT MUST HAVE AWAY FROM.THE BUILDING AT A MINIMUM SLOPE OF 2%FOR A MINIMUM \ `� � �� _ THE'REQUIRED LICENSE AND EXPERIENCE DISTANCE OF 5'-O". ` � � ` a � occuPaNcv cRouP: R-s i u 2. FLASHING,WATERPROOFING,AND DRAINAGE SYSTEM DETAICS& ��g� oRawN r\�° � � � 15.96' A.R.A. rvPe oF coNsrRucrioN: ��B A G NI E�RAL�GUIDELIN F R TME BUILDER AND DO NOT REPRE�SENT�THERVE AS ��..��` NUMBER OF S'I'ORIES; 2 � � [�=37•�� CHECKEp FIRE sPRiNK�ER ReQUIRE�: NONe COMPLETE OR NECESSARILY MOST EFFECTIVE SYSTEM. ��]' � A.R.A. FIRE HYORAM THESE PLANS AND.DESCRIPTION OF MATERIALS SHALL GOVERN THE EXTENT OF THE WORK TO ` � ` �ocnTau �ATE BE DONE.'ANY DISCREPANCY BETWEEN THESE DOCUMENTS AND FIELD CONDITIONS MUST 8E 3. 'DESIGN AND SPECIFICATIONS OF ALL FLASHINGS,WATER-PROOFING, FEBRUARY ZZ,ZOlb CALLED TO l'HE ATTENTION OF THE DESIGNER AND ENGINEERS.ANY DISCREPANCY NOT REPORTED AND DRAINAGE MEDIUMSYSTEMS ARE THE RESPONSIBILITY OF Tf-IE ` � sca�e TO TNE DESIGtJER AND ENGINEERS WILL ABSOLVE THEM OF ANY RESPONSiBILITY. GENERAL CONTRACTOR AND ITS SUBC�NTRACTORS. � ��' �� AS NOTED THE GENERAL CONTRACTOR IS FULLY RESPONSIBLE FOR THE SATISFACTORY COMPLETION E"�1�'k`'�;�s,°�("��x f°' �;�'�,�:� k�±;s�,��ti'�t��r;r F ` JOB NO.15-O �r,r e u 73 vs,v��c��w�+f3`a4t C�.+�. '`��y..rt � �� t�.s'`� 03 OF ALL WORKiN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. 4. THE GENERAL C,ONTRACTOR SHALL CONSULT WITH THE APPROPRIATE ,r , ''-�"��'�y��,��;-� TYPICAL DETAILS APPLY WHERE NO SPECIFIC DETAILS OR SECTIONSARE PROVIDEDi MANUFACTURERS,SUPPL'IERS,1NSTALLERS,INATERPROOFING AND WATER w>+�'��, �_: sHE�r INTRUS,ION CONSULTANI"S IN THE DESIGN,SELECTION,AND INSTALLATION OF �{�'�'�'��a��-�•�r-��<r- THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS MUS'f FIELD VERIFY EXISTING -u=�- -<-�---_�.-..-..� �� ., CONDITIONS AND DIMENSIONS PRIORTO TFiE SUBMITTAL OF BID PROPOSALS AND CONSTRUCTION. THESE SYSTEMS SO AS'TO ENSURE A WATER TIGHT ASSEMBLY ATALL o �° 5'�t;(�"'=�-k r�3�'§n;�'v N�� - '"� �� , i� RETAINING WALLS,BACCONIES;DEGKS,ROOF AREAS,AND OTHER BUJLDWG - _ ��B� �� '��``"�� `�`a��0 1�16 1 -O NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.ANY DISCREPANCY COMPONENETS SUSCEPTIBLE,TO DAMAGE RESULTING FROM WATER AND �� i SHALL BE BROUGHTTO THE DESIGNER'S ATTENTION IMMEDIATELY. MOISTURE INTRUSION. APN =324-84-011 '�,3�_"'�y,'�tk,�t�hd�Y��s�;(�` �e:' • ��hi-�� DIMENSIONS SHOWN ARE TO FACE OF FRAMING OR FACE OF CONCREI"E UNLESS NOTED OTHERWISE. �" "'`��" '` '�`� �� "��''L"7 n %�"=�+� � �... . � � . . .. � . . .. . . . . . OF 1� SHEETS LEGEND: ��- EXISTING WALLS TO REMAW �__________�- EXISTING WALLS TO REMOVED se•�^ A.R.A.CFZE�aTIVE DESIGNS s�-o• iz�.o^ ,r-a• �s�-s• �r-io• e�-o• Remodel,Additions DEMQL.ITION-NOTES &New Gonstruction — ---� 1116 Nicklaus Avenue, 1.DEMOLITION PLAN IS PROVIDED FOR REFERENCE ONLY.GENERAL CONTRACTOR SHALL ..--— "�� Milpitas CA 95035 CAREFULLY COORDINATE DEMOLITIOtV AND REMOVAL WITH NOTES AND DIMENSIONS --'�"�— Phone/Fax408:942.0383 INDIGATING THE EXTENT AND NATURE OF NEW CONSTRUCTION SHOWN ELSEWHERE IN gU1LDING ENVELOPE 75'-0" ��.�----��— WALL � CeII Phone 408.887.D981 THESE DOCUMENTS. ._.---— ""— Tose ___ �_--�—'—" aeMoveo E:aradesigns05@sbcgiobal.net 2.GENERAL CONTRACTOR IS RESPONSIBLE FOR SECURELY SFiORING IN PLACE ALL _�.� �'"'"-'"— �E� OVERHEAD STRUCTURES PRIOR TO THE REMOVAL OF ANY EXISTING SUPPOR'L ,__----'— 3•-�0•xa��s• STRUCTURES. � '.4 � �E� THIS�RAWMG PND OTHER OOCUMENTS 3.CAP-OFF PLUMBING,GAS,AND ELECTRICAL LINES AS REG2UIRED. `" an�a oFa'-o^xs'�• (E) I raeanReoeraanc�aTNeoesicnswg �� -� � SLIDER GLA55 OODR 3'-10"X 4'�6" � THIS PR0.IECTARE WSTRUMEMSUF� - � � � � ' ^�a' .SERVICEANDFRETOREMAINTHE� - � � . . - , � W x � � �PROPERNOFARACREATNEDESIGNS. ' � � (E� � � I THESEDOCUMENi50RPART50FR.MAY . � iV- .� ` � � � � � . � PAIROF4'A"X6'�" , �'y NOTBElI5E0BYTHEOWNEROROTHER50N . . . (E) . SLIDER GlASS00DR . . I . . -OTHEftPROJECTS,FORA0�RI0NTOTHIS . PROJECT,OR�FOR COMPLEfION OFTHIS 3'-0"X 3'•0" � Q � � �DOCUMEMATION BV.OTHERS�IXCEPTBY . � . N � I � � ' L�,+p .'O•/Fj ' % � � � . AGREEMEMINWftRINGANOAPPROPRIATE�. . . p 'r�, ��. I COMPENSATIONTOARACREA7NE�ESIGNS. . . . . . . `4 On � ' � � � . .. . ———__— I . . . . . I BEDROOM 3 I I NOOK � � FAMILY ROOM � ,_I Q I W " I KITCHEN � � � Q � _� � Q a I ; � � o I �E) � � ►_ 4'FIXED CLOSET � I Z J � � O I Vq -- I I ----- J x W I I I DN __ —� I W � � I I I � . —— . — OOORS,W LLS&S�EPS . I I � -TO BE RE DVEO . � . . �� . � �. � ,\ ...I . I p . � I .p�o0 . � �� . . DINING I I °P � � \ I I � , VQN I I I � � BATH 3 �� a �� I I _-1 �}� 0 . I � Q❑ . .. I� . . _��.I� _—�� .. � N . . � aN �� I.�a1V � - .WC .� . g� . � I� �I w �n o �I � I I� La�V I i I I z � DN � �� I . � �� . �I BATH4 I �__ � I m � � a� : w c � � �\\ i I O � ��t W I I I z`°°X a'.s' j � � O o z I I I a�-o•X zw• � U�n � II I � O � �Q a I I pN � I � � �U �I I I _� I� � � � U O m �� I I � w � O I— � I I I � 28'-�" I O W � p I � c`-� II I I W � � N U I II ENTRY I _ I I � � I � o- � � I I � 3 CAR GARAGE I ii �----------------� I � I I I ''-3"x6'-0" ------� LIVING ROOM I I � II I q II �� -------- —� �---------------------� � W" I I II I � � I I �� I � I I I I I �� I I �� i I REVISIONS BY � I I II I � i I I �� I I II I � � I I \ �� I I I II I ��i� I I �� ' I � I �� ---- I �i�� '<\\ � I I ----__� I � � I I �� \ I � I I I I / � I I �� i I I �� I �� I I ��' �� p I I I i � I I �/ �\ � � N II � � W� II � � II --------------------------------- 1 " ___ --� �� -----�-� ___----------- �o. � _ -- --- I �F+so, °�� _ ——--- BUILDI GENVELOPE75'-0„ . . . s'-0^z s'-0"FIXEo ti�,��- . � � .. . . � � �� . � �..�-- (H— . DRAWN � . A.R.A. � � � . � . �LHECKED .. � . �ay q A.R.A. � "�'��LL� �: �� .. .. .. . . � . . . -�DATE _ . . -. . 18�_�� FEBRUARY 22,2016 �`t��--�t-s a v .?T_ �"'�S.[s "� . 's.l ��rZ - � - . . . .. . � 17'-70" Zg�_��. . . ��?'S r��:;.:��`��r�;^.�r�"c� 4?� a,t :��`uFY��C�t��–,..�� - SCALE *c*c�� "� 1/4"=1'-0" �b f}' �a;a.��" . . :� . .. . . . . 65'4" �JOB NO. .� . `1�L d :..� � ,� C . � 50.-��sti at��$/I`��L' ""-��il rV�-o � � �� . . � • SHEET I:J-OO� - "�'��=�"' � �� EXISTING MAIN LEVEL DENIOLITION PLAN � �o i:��'�,�r.��9�if G97 ;�v€��a �,��d�S�ss SCALE:1/4"=1'-0" FLOOR AREA:2,135 S.F. ' GARAGE: 726 S.F. �. � . ... . � .. . .. .. . . . . .� .. . . .. . . OF 1� SHEETS LEGEND: � EXISTING WALLS TO REMAIN �_=__=�� EXISTING WALLS TO REMOVED A.R.�►.CEZEATIVE DESOGNS 45•�3� DEMOLITIOf�I ftIOTES Remodel,Additions &New Gonstruction . . 12'-7" - 'IT-0° �q�.q^ q�.q^ . 1116 Nicklaus Avenue, 1.DEMOLITION PLAN IS PROVIDED FOR REFERENCE ONLY.GENER4L CONTRACTOR SHALL Milpitas CA 95035 CAREFULLY COORDINATE DEMOLITION AND REMOVAL Wfl'H NOTES AND DIMENSIONS - ,_,� Phone/Fax 408.942.0383 INDICATING THE EXTENT AND NATURE OP NEW CONSTRUCTION SHOWN ELSEWHERE IN _._- --- Cell Phone 408.887:0981 THESE DQCUMENTS. _r----'"""-' BUILDING ENVELOPE 75'-0" �_�.----'"-" I E:aradesigns05C�s6cglobal.net 2.GENERAL CONTRACTOR IS RESPONSIBLE FOR SECURELY SHORING IN PLACE ALL _.�- -"- OVERHEAD STRUCTURES PRIOR TO THE REMOVAL OF ANY EXISTING SUPPORT � �-----'"� I STRUCTURES. _---�'-' .. .. .. � . � . _��--- . (E) (EJ � : �� . � ��--�'"-" � 1'�s^xa'-0" ��.g^Xq•-0• - rHisoanwwcaioorneaoocumerrrs� -� 'PREPA0.E00YARACREATNEDESIGNSFOR 3.CAP-OFF PLUMBING,GAS,AND ELECTRICAL LINES AS REQUIRED. �� rrisvaaecrnaewsrnuMenrtsoF ' I SERVICEANDARETOREMAWTHE � . . • . � I � PROPERTYOFARAGREATNEOESIGNS... THESE OOCUMENTS OR PARTS OF fI',MAY - - � - I � K _ _____�_ � NOTBEUSE�BYTHEOWNEftOROTHER50N � .OTHER PROJECTS,FOR AOORION70THI5. � ��PROJECT,ORFORCOMPLEfIONOFTHIS �� I '��p� - � m I � � a�I�j I - OOCUMENTATIONBYOTHERSEXCEPTBV� W iION I � �AGREEMEMINWFiRiNGANDAPPROPRIATE COMPENSATION TO ARA CREATNE DESIGNS.-� . . . ��_�_-��. . . LL. U . I �� 3'-8"X 4'-0' �E� � � DASHE�LINES IN�ICATE N I � � 4'-10"�X2'-0" � OUTLINEOFMAIN � BALCONY � . I � LEVELBELOW � I II W� (E) � � � � PAIR OF 3'�"x 6'-8' (E) , II w x TUB MASTER BEDROOM ❑ SLIOER GLASSDOOR z�.o^xa�-o� J � I . I � � � �� 4 � S � +-;-r UP w K I > I � I �o.�. . � � � �m . . J -�_�-� � �Q � I � I BALCONY x0 STEPS,WALLSS __ 4� WALLSTOBE � �J MASTER REMOVEO a I I �o BATH I �� w F.P. I I. a� _ OFFICE � � �� I I. � CLOSET I - �r� � � ____ ' � _� 1.6�V LAV --____--_----- _ . I � . �.O�. Ir_ SHELF&POLE I I � I G W � _ . � Wo i I � - I ( n \y wc sHo/TUB I � v . . I I . .. 4 I o . oN sT BATH 2 w.� � I .I . . . . � . . I 0. . � . . . �V � �V . �� - . . � � Z � I I "' .. �� SHELF . �-- SHELF&POLE� . I I U' � . .. . I . I ..� __-_--_--. _ - -______.___ - ' . . . �� - CLOSET' I J �g9g � . � . . � CLOSET . I I� . O "" � al I __ � ( �m � � o0 �I I I� o � �� z� � i--- � I � � W� o� � � � � I � � � Y o � B E D R O O M 3 i I w � �� mI I I BEDROOM 2 O Q �;w I � I 6 11' 72 9 I �3� . I I Q' � N U ` � � � I I � �p� � -d�, lE) (E) I � . B_' I � I I . �iq (E) PAIR OF 3'-0"z 6'-B" 3'-10"x 4'-6"SLDR 3'-10"x 4'E"SLOR L_J 3'-10"x 4'-6'SL�R SLI�ER GLASS DOOR � ( � I r——— � ------------ � ----------- I I � I �� BALCONY I I REVTSIONS BY � I I II I � � � I � I _ � I DASHED LINES IN ICATE I I I �------� Ol/TLINE OF MAIN � � LEVELBELOW I I � I I I I � I I I �ASHEO UNES INDICATE I L- _J I OUTLINE OF M!IN � I LEVELBELOW � ------- --- ----- . . . . I I . . I --�-� ��-�� . , I ��_�-_ _-.^_�J � ..�� I \ / _ __�_- - gUILDI G ENVELOPE 75'-0" oaawN —'—' �rao• ir-s• A.R.A. � ��---�"-'�- _� � . ��LHECY.ED ze�a• A.R.A. _� ��.A ... d �� . . . - DATE FEBRUARY 22,2016 SS��'��i�rS�u'c. :�r��_i��3'Gt�'a ��j!�,`��''.i.''yt�lyrt�� ..:.�.�-.�,.� � . . h.��i�.l� ' � ��i�.'::.s'Ui;'s��:� scnt� 1/4 =1'-0 �� ..�'�S�S �a ,� . . � �... �.� y SOB NO. �>.._A ::cT.�r. � ^~ . �=�� " r- � � � � EXISTIIVG UPPER LEVEL DE1I�OLITION PLAN SCALE:1/4��=,�-o�� 15-005 .��;�. - .�:� ��?I��f y e�n�n.,r�s,o -aa y r% -. . . sHEET !rl��d r' � . `��.--_-�.-f��:n 6�(t"�'u� tis�,'1.,f::s�»u � - . �. � � � � _ --- w. �xss+��.:.�..��=.,aSa,,m,;�,w _ . . . t��•,�'�•I t"��° '-=w.� ii`'��'�� `[� .:.'r�i;�r�. �i+�'t;=�s y s� t � 't��.;:,�"1� ��t!a w �� OF 1 6 SHEETS ��o �� EXISTING WALLS TO REMAIN '- ,4.R.�►.CRE,�TIVE NEW WALLS TO BE ADDED DESIGIVS � . . �� 20�_3� . . Remodel,Additions s�-o• s�-�o�� s�-5° &New Construction FLOOR PCAN NOTES:- NEwnoomoN NEWADDffION 1116 NicklausAvenue, �, ALL WORK IS TO BE DONE IN ACCORDANCE WfIFi THE CURRENT 2013 C.R.C., Milpitas CA 95035 2013 C.B.C.,2013 C.M.C., 2013 C.P:C.,2013 C.E.C.,2013 CALIFORNIA Phone/Fax 408.942.0383 ENERGY CODE,2013 CALIFRONIA GREEN BUILDING CODE AND ALL _-- .----� Cell Phone 408.887.0981 GOVERNING LOCAL CODES AND ORDINANCES. �______.---- I E;aradesigns05@sbcglobal.net 2. CONTRACTOR SHALL VERIFY ALL GRADES,DIMENSIONS,AND _-----''� CONDITIONS IN FIELD PRIORTO STARTOF WORKAND NOTIFYTHE --�_��_,_---��- LINEOFUPPERF OORABOVE__� BUILDING ENVELOPE 75'-0" ARCHITECT/DESIGNERANDOWNERIMMEDIATELYOFANY:DISCREPANCIES. �_ 3. CONTRACTOR SHALL VERIFY EXISTINGCONDITIONS AND LOCATIONS _�..�--��-� m coaLS TNISORAWpJGANDOTHERDOCUMENTS ��-�� ' N 3'-10°z4'$". I I .PREPAREOBYARACftEATNE0E51GNSFOR in THIS PROJECT ARE�WSTS2UMEM5 OF OF ANY PUBLIC UTILITY WITHIN PROPERTY LINES AND NOTIFY �-�"'�'� < z � SERVICEANOFRETOREMAPIiHE � PROPERTY OF ARA CREATNE�ESIGNS: CITY ENGINEER IN CASE OF CONFLICT WITH PROPOSED EARTHWORK. PniROFsw^xs'•e^ � L I � r THESEOOCIIMENT50RPART50FR,MAY 4. ALL DIMENSIONS TO BE FACE OF STUD(F.O.S.)U.O.N. I suoetx cu,ss 000R � �, ;�? NOTBEUSEDBY7HEOWNEROROTMERSON � � 3'-10"x4'�6" ' �, I I -�n� OTHERPROdECTS,FORA0DRI0NTOTHIS 5 . . W x iV PROJECi;ORFORCOMPLETIONOFiH15 ESCAPE OF'RESCUE WINDOW SHALL HAVE A MINIMUM NET CLEAR in �OCUMEMATIONBYOTHERSEXCEPTBY AGREElAEM IN WRRING ANO APPROPRIATE OPENABLEAREA OF 5.7 SQUARE`FEET.THE MINIMUM NET CLEAR I an�ROFa�-o^xs'-e^ - I I coMaeNsarioNronrucri�nrNeoesicNs. � � SLIDER GLA55 DOOR 4,-0•X Z,,s• OPENABLE DIMENSION SHALL BE 2'-O"IN HEIGHT AND 1'-8^IN"WIDTH. 3'-0'x3'-0" � HIGH WINDOW WHEN WINDOWS ARE PROVIDED AS MEANS OF ESCAPE OR RESCUE, I A �• THEY SHALL HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES o+A �+�, " ABOVE THE FINISHED FLOOR,PER C.B.C.SECTION R310 I '�" b• � eenM neovE ____ Q 6. SMOKE DETECTOR SHOWN ON PLANS TO BE INSTALLED ` --- (E) a�-a^ J PER SECTION OF 907.2.10.1.2 CBC 2013 I (E) BEDROOM 5 Q., 7. WINDOW&DOOR SIZES SHOWN ARE FOR DESIGN NOOK a o O PURPOSES ONLY.ACTUAL WINDOW&DOOR SIZES I x 3 O SHALL BE FR,4MED&SET PER MFG.SPECIFICATIONS. I (E) g p � MAKE&MODEL NUMBERS.SHALL BE CALLED OUT PER FAMILY ROOM p�' u- SUPPLIER'S AND/OR OWNER'S SPECIFICATIONS. � �E) A J WINDOWS TO BE DUAL-PANED(U.N.O.) - - g, PROVIDE LANDINGS AT REQUIRED EGREES DOORS KITCHEN 9 W PER C.R.C.SECTION 311.3.LANDINGS TO BE A MINIMUM 36"DEEP I sofft above_____ � AND MAXIMUM 7-3/4"BELOW TOP OF THRESHOLD � J AT IN-SWING OR SLIDING DOORS. I II I (N) 9. SHOWER ARM TO STUB @ 7'-0"MIN.ABOVE FINISH FLOOR I (E) II � �FFICE o Z 10. ALL GLASS DOORS,GLASS WITHIN 24"OF DOORS �� I �z � Q &WITHIN 18"OF FLOORS,GLASS SUBJECT TO I WALK-IN II o I K� � H U M A N I M P A C T,E T C.S H A L L B E S A F T E Y T E M P E R E D I 4'-'F�X o' CLOSET ��LL -J 4 o B � PER C.B.C.2406 -- _ - - 9 W '��,PROVIDE AC/DC SIvIOKE DETECTORS WITHIN EACH � � �� -__-= I-�� o O SLEEPING ROOM&CENTRALLY LOCATED IN CORRIDORS q �� ( W�d I W o � OR AREAS'GIVING ACCESS TO EACH SLEEPING AREA I I I oN �- ��-� �a ALL DETECTORS TO BE INTEIZCONNECTED W/BATTERY I I . -- Z �' BACK-UP(TYPICAL) I I I � 12.AU.NEW WATER CLOSETS SHALL BE 1.28 GALLONS PER I I FLUSH(MAXIMUM),ALL I q�o �� I I I I MAXIMUM FLOW OF 2.5 GALLONS PER MINUTE, mo DINING ua I I E ENTRY a2"HIGHPAINTED WOODGl1ARDRAIL ,y . �� , �- � �� (TO BE SELECTE�).�ESIGN�8INSTALIATION NEW FAUCETS TO HAVEA NIAXIMUM FLOW OF 1.5 GALLONS , qN F I I I I BATH�} SHALL BE IN COMPLIANCE WlC.R.C.SECT.R3122 eg . � . . � � �� ANO R312.3 WITH WOOD�BALUSTERS PERMINUTEPERC;P.C.402 oc� I I (E� slnk �7�3 SUCHTHATA4'-SPHERECANNOTPASS '� � O THROUGH(IYP.) � 13.THE OPENING AROUND GAS VENTS,DUCTS,PIPES, I Qo �� MUDROOM 6'9 CHIMfJEYS,%�ND FIREPLACES SHALL BE FIRE- a� I I � O bove BLOCKED'WITH NON=COMBUSTIBLE MATERIALS �' Lav Wc : � - � � PER C.B.C:SECTION 7OH.Z."I�..��}�.� � � � I � � . � I' .� � ' �. L,CaV ��N�2�}B8 ..�� 34 38 HIGH PAINTED WOOD ' � .. � . N GUARD RAIL(TO BE SELECTED 14:ATSHOWERENGLOSURES:PROVIDEASMOOTH, oN I F "�" m oesicNawsrnuaTioNSHnusE -�--� --------- . � � � . � �HARDNON-ABSORBENTFINISHOVERAMOISTURE . - I � � �E� TH .PBIIPASSSLI�ER�� P -� - �INCOMPLIANCEW/C.R.C:SECT.R3722ANDR312.3 •• � � � � m .WITHRAILINGSPACEDSUCHTHATA4"-SPHERE O RESISTANT:UNDERLAYMENT TO A HEIGHT OF 72° BATH 6 (E)" (E) SINK � cnNNorpass THRoucH�rvP.�.., � � �� (MINIMUM)ABOVE"fHE DRAIN INLET.SHOWER I WC y,�H m H ER wc c�osEr ` --� � �� ENCLOSURE SHALL HAVE A MINIMUM FINISHED � FAu '' -< `•° LU E� V . ' ' ' _.--__ � N FLOOR AREA OF 1,024 SQUARE WCHES AND BE I �� z•-o�xa�.s• 2068 --saa-- . O � �� CAPABLE OF ENCOMPASSING A 30"DIAMETER ` ' CIRCLE. �� W V . �� .� .� 3'-0"x 2'-0° . � . 'I28 GAL. �15" � � � � 15.ALL EXTERIOR WP.LLS SHALL 6E SHEATHED WITH I I I wirH eeMeNTnous PeR FwsN �m��,� � L1.1 � - 112"CDX PLyWOOD NAILED WITH 8d COIVIMONS AT I I BACKER BOARD 3'-e^ 5'.0^ ' r-aa^ STO: � � � Y z � � � � � � � � � ATTHESHOWER - I ci 6'O.C.,EDGES AND 12"O.C.FIELD,TYP.U.O.N.ON I I I wA�� '-7" W � O� SHEARWALLSCHEDULE w l I °N Ti�Ewu�s Newno�inoN 16. SHEAR WALLS SHALL EXTEND FROM FLOOR TO I al I � �s��R (N)2868 I O � �_ ROOF SHEATHING ABOVE. x I ,3�i i �E) I � � N U BATHROOM REQUIREMEIVI"S: I I I ENTRY 3 CAR GARAGE °- ► �� Z`5' � � "' 28,-0• I 1.PROVIDE WATERPROOFED AT SHOWER WALLS. I I I N Q I (E) I I ,�-s�zs�-0^ � � 2.ALL RECEPTACLES SHALL BE GFCI PROTECTED AND CONNECTED LIVING ROOM I I o TO A DEDICATED 14 AND 20 APMS CIRCUIT(CEC 210.8) I I 3.ALLHANDWIREDLIGHTINGSHALLBEHIGHEFFICACYORCONTROLLED I o I I �I �----------� �----------- ---------� ia REVISIONS BY BY A MANUAL ON MOTION SENSOR.(CA ENERGY EFF.STANDARDS, H I I I I I � � I I �� i� w SECTION 150(k)) I � �� \ /� � � �� i� � O �� \ / � � �� i� � I� 4.EXHAUST FANS SHALL TERMINATE A MIN.OF 3'FROM PROPERTY LWE I I I I I I � � I I �� i� � AND 3'FORM OPENING INTO A BUILDING.(CMC 504.5)EXHAUST FANS I I I I I \\// I I �� I I W SHALL BE LISTED FOR WET LOCATIOMAND SHALL BE GFCI PEOTEDTED II x (CEC 210)• �I I I -----_-i� _ ( //\� � � �� (� � I I ----- -T I I � � � � �� \ � IQ 5.SHOWER ENCLOSURE DOORS SHALL OPEN OUTWARD AND MAINTAIN 22" WI I I I � � I I i� �� CLEARANCE(CPC 408.5).SHOWER COMPARTMENT SHALL BE A MINIMUM �- I I I /� �� I I �i� ��\ � �� 1,024 SQUARE INCHES ENCOMFASSING A 30"CIRCLE.(CPC 408.6) �I o I I I / \ I I �� ICLI W N II 6.WATER CLOSET(MAX.1.28 GPM)SHALL BE CLEAR 30"WIDE 15"ON CENTER) � AND 24"IN FRONT. W� x I I � --------------------------------- 7.SHOWER HEADS(MAX.2:0 GPM)&FAUCETS(MAX.1.5 GPM)(CPC 4�3.0) Z� c I I _-� 8.BATHTUB/WHIRPOOLS AND SHOWER VALVES SHALL BE APFROVED PRESSURE ' �I I I ��.�.--'- BALANCED OR THERMOSTATIC MIXWG TYPE ADJUSTED TO A MAX.OF 120 DEGRESS. � __LI '� e (CPC 408.3) [OI --- uP � �� , se-�� a; � I °`+,; +�A - ____ --'-''-BUILDING ENVELOPE 75'-0"� �° � o. s•-o-x s•-o�Fixeo ti,_ h�,.��i�"�'l��3'�� ,��r�c�3 1a1�� oRnwN. , r 3_U.� ��s i � A.R.A. - �' p y,�Et r�� ,.� �CHECKED " CRAWC SPACE VENTILATIOiV C,ALCULATION �__--------- ��,,�,� ��a �� A.R.A. . �.�-..:,�:a� PROPOSED.CRAWL SPACE VENTILATION TO PROVIDE A NET FREE VENT AREA(NFVA) � S "•r 5 �j�''g,{�,-�„ oAr� EQUAL TO 1/150 OF THE PROPOSED CRAWL SPACE AREA AS FOLLOW: .,,, ` .'•^� '�, . ;+,,. „ FEBRUARY ZZ,ZOlb . � ��•srrhsxnsc �SCALE � �� `�_ _7:��.�"'" -,_��..s��-F #�� 1/4��_1�� CRAWLSPACE � . . . � � . _ rI..x'.` �^ 8 � t�a n TO BE VENTED: 237 SQ:FT. � �� Joe No. CRAWL SPACE VENT REQUIRED �zs7-�so> a.�a sa.Fr. 15-005 ��,W�SPA�E�ENTSPRo��oEo � PROPOSED IVfAiN LEVEL FLOOR PLAN SCALE:1/4"=1'-0" sNEEt (4 PCS.6"H.x 1'-2"W.VENTS @ 0.58 SQ.FT.NFVA) 2.32 SQ.FT. NEVV FLOOR AREA ADDITIONi 237 S.F. � � . OF 1� SHEETS �.��e . . . � . . 45�_3�� .4.R.A.CREP►'fIVE �- EXISTINGWALLSTO ��SB('y�� REMAIN. NEW WALLS TO BE 1z'-�� r-0^ ��`F� a`4" Remodel,AddltiO�S qppEp &New Construction —————� _� —� 7176 Nicklaus Avenue, Milpitas CA 95035 BUILDING ENVELOPE 75'-0'=��.�-—--—�� I Phone/Fax 408.942.0383 Cell Phone 408.887:0981 __` _—---'—'� I E,aradesigns05@sbcglobal.net � �•�_�'�� . . (E) (E) . . . . ��-��".'.'� . . .. �.1'-6"x 4'-0" _ 1•�^x q'.p^ . . . �� - � � � � � THIS�ORAWINGAN�OTHEROOCUMEMS � I' P — —_—————— � I PREPAREOBYAMCREATNEDESIGNSFOR W X THISPROJECTAREINSTRUMEMSOF� I � SERVICEADNARETOREh1AINTHE.' � � � • � � W - PR�PERTYOFARACREATNEOESIGNS. . .I�� .. �. . � . . � .. . O I ' .NO7BEUSEDB MEOWNEftOR HEft50N:� . � m I a I N .OTHERPFOJECTS:FORAOORIONTOTHIS � � � � � � � � � �IlO - I PROJECT;ORFORCOMPLETIONOFTHIS. . � � �I - ��— W U (E> _ �R . 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PROF'OSED RIGHT SIDE ELEVATION t�EST> SCALE;,/4"=,'-0" � e� - � � o � _.d. � p� o0 �� . � � � EXISTINGMETALROOFING � � � � � � � W �k5� U�'� ..�� . � . . .. . . . � " TO REMAM . � . . . � � . . � . . � . . O .� ;...� - . . : _ � �. W U � ,_ . . � ...� � . . . � . � . . . . . � .. . ... . ��. . .� � . EXISTINGMETALROOFING .. . . � . ��. � � Y ZO � . .. ... . . . . � , �� . TO REMAIN . N ;� O.��_ �. �.. �-W. . . . . � � �� .� , � � N U a � � � : � �. � � � . . - . EXISTING METAL ROOFING EXISTING METAL ROOFING ��. : TO�REMAW� TO REMAIN � � � - REVISIONS BY . . /�.: .. . . . �. .. . �� . PLAN CHECK COMMQJTS� �FEBRUARY 22,2016 A� . . . � 4� ... � � NEW CEDAR SIDING �: � � . . . � �% . �.�.� ..� . _. .,�_. . . . . . .. .. . . . . � � . � � � COLOR&TEXTURE � . � � - � . TOMATCH � . . .. . ... . . . �. � /f - . i�', . � . , . . � � - � . � EXISTING � �8r . . . . . , . .� . � ,�. - . .. � . . . � . . . . .. . . . � . � . . . �.. . ; % ._.. . �. .... .. . � . . . � . . . ` y � � ----------------= ------ --- ------- --'� — ---- -- --� — — --- �aawN A.R.A. � � .. . � � . . � � . . .. . � CHECRED . A.R.A. ��J��j �{�y� p�'qy NEW DATE � �9 �'^YJ ��..�q!"� �� .. � � . � � �ADDITION. � � EXISTING CEDAR SIDING � . ... � .. . . � �FEBRUARY ZZ�LO�Z�J�� . . E;y F L.-.�.j};5 v?;��,��`C�t .��.`,_„�� . . . . TO REMAM� EXISTING CE�AR SI�ING. . �v . ... �'r r�s t;. .� .i-�E ��`��u��u�., . . TbReMn�N� 1/4"=1�-0�� SCALE . fi'-� � '"°-� .._ ��`a�23'�� - �---��_� .� PROPOSED LEFT SIDE ELEV.ATI p�' EAST _ _ J°g"°� i5-005 ` ��l.3;� d`a rr �„'o �1�I � ) SCALE:1/4" 1'0" �-�,<r`�,��8�u G.z,`�??�`-�.�.�n SHEEi r'"°`"us�n .-m�..c�,n�-�e�arr�x`�� . . `�.' r ��,��"' r2G� 'Y�d 14��,�'`�$� �}i,��:M�' ��r�,10�i �9 e..= �t_��4,�+ .z 7 J ± u�`*�o .r,s�"3 s , � � �. : . . � - . . . . � . .� � � � . � � .. � OF 16 SHEETS A.Ft.,4.CRE�►1'IV� DESIGNS Remodei,Additions (E)TOP RIDGE (E)TOP RIDGE &New Consfruction 11'I6 Nicklaus Avenue, Milpitas CA 95035 Phone/Fax 408.942.0383 Ceil Phone 408.887:0981 E:aradesign505@sbcglobal.net . . � � � � � THISORAWINGANOOTHEROOCfIMEMS: � � . - - . . PftEPAftED BY AfiA CftEATNE�ESIGNS FOR ' � . �THISPROJECTAREINS'IRUMEMSOF�..� . � � � � ' . � � � � � SERVICEAN�ARETOREMqINTHE.� � � � . � - ' � � �PFiOPERTYOFAftACREATNE0E51GN5. . � � � � . � ' THESE OOCIIMEMS OR PARTS OF IT,IMY . . . � � . � NOT 9E USFDBYTHE OWNER OR OTHERS ON � ' � . � ��OTHERPROJECTS,FORAOORIDNTOTHIS . . . . . '�PROJECT;ORFORCOMPLETIONOFTHIS� . � � � � ,. � � �OCUMEMATIONBYOTHERSIXCEPTBY - � � � � � AGREEMEH�INWRRINGANOAPPROPRIA7E � � � � � � � � � � COMPENSATION70ARACREATNEOESIGNS. (E TOP PLATE (E)TOP PLATE @ UPPER FLOOR @ UPPER FLOOR � Z (N)ALUMINUM IN COATED STEEL TILE � ROOFING CLASS'B' (N)ALUMINUM IN COATED STEELTILE F— ROOFING CLASS'B' U O/30#FELT,O/1/2"CDX PLYWD.SHEATHING, O/30#FELT,O/1/2"CDX PLYWD.SHEATHING, W O/SOLID SUBSSTRATE OR BATfENS TO O/SOLID SUBSSTRATE OR BATTENS TO / � O MATCH EXISTING LASTED FOR 50 YRS �E� O MATCH EXISTING LASTED FOR 50 YRS \E� � � OFFICE � (2)2"x10"RAFTERS 3"x10"LEDGER. (2)2"x10"RAFTERS 3"x10"LEDGER. O F F I C E Q @ 16"O.C. O @ 16",O.C. 2"x4"LEDGER. _ � ^ S4 � � (N)1/2"PLYWOOD ROOF SHEATHING O / m I` NAILED WITH B"d's @ 6"O.C.EDGES '� (N)1/2"PLYN/OOD ROOF SHEATHING l N 12"O.C.FIELD TO MATCH(E) 12 N NAILED WITH 8"d's @ 6°O.C.EDGES �2 I 4� '12"O.C:FIELD TO MATCH(E) 4� PAINTED GUTTER 30 RIGID FOAM TO MATCH EXISTING � � NSULATION @ PAINTED GUTTER � Q AULTED GEILING 3 R-3D RIGID FOAM TO MATCH EXISTING � � i INSULATION @ I I i VAULTED CEILING TOP PLATE 5/8"THK. TOP PLATE -� I TO ALIGN W/EXISTING ? GYP.BOARD TO ALIGN W/EXISTWG ; � i (2)2X4 � (2)2X4 i `"2x6 CEILiNG JOIST � TOP PL 3 TOP PL � @ 16"O.C.O/1/2 THK. � ` � PLYWOOD 4x10 HEADER 1/2"THK. � 1/2"THK. s 4x10 HEADER 1/2"THK. ; � GYP.BOARD ; OVER PLYWD. �E� GYP.BOARD ; E 0 � � 1/2'THK. � � f- �. �� . NEW40410 ,�N� ,/�, '! '�� ' GYP.BOARD � � O o SLIDER WINDOW : ' �VALf\-I� NEW 40410 ! �q�q � : _ O�FICE SLIDERWINDOW O�F I C E OVERPLYW0. UV�-iL�-I� � � �� - . _ � (N)2X4 STUD WALL '• CLOSET _ : o - ! CLOSET � (N)2X4 STUD WALL � � W(� @ 16"'O:C.W/R-13 ; � '• � @ 96"O.C.N//R-13 ; �, � �O BATT INSULATION :............ BATTINSULATION ' i ` 0 P� Q= '-;--•---........._............:::::::::::::_-:::::::::::::::_::_::::::c.:...........................: t:;::.:�:::::::::::::::::::::::::::-::::::::�::::::::::::::::::::::::::::::: W' {— .... ,n � O� -�---__...._ (N)1/2"PLYWOOD ROOF SHEATHING j 0 0 0 (N)1/2"PLYWOODROOF SHEATHING ;0 0 0 Q � p�W NAILED WITH 8"d's @ 6"O.C.EDGES � 3/4"THK.PLYWOOD SUB FLOOR PANELS, NAILED WITH 8"d's @ 6"O.C.EDGES � 3/4"THK.PLYWOOD SUB FLOOR PANELS, °' cMo a 12"O.C.FIELD TO MATCH(E) � G L U E D&N A I L E D W/'1 0 d N A I L S @ •• GLUED&NAILED W/10d NAILS � � N= ' WOOD LAP SIDING 2X8 FLOQ JOt 12"O.C.FIELD TO MATCH(E) , , �° � � N U 6"O.C.EDGES,&10"O, .FIELD 2X8 FLOO JOI S TO MATCH EXISTING @ 16"O.0 (TYP.UNLESS OTHERWI E NOTED) WOOD LAP SIDWG 6'O.C.EDGES,&10"O. FIELD , � @ 16"O.� (TYP.UNLESS OTHERWI E NOTED ; TO MATCH EXISTING •; � FINISH FLOOR LINE ,.�..,.... ........_ .....:..............•-----•--- ._/:,- _\ FINISH FLOOR LINE !..�...... .......,._...................._•---•�--�--�•--- • � —� � TO ALIGN EXISTING , TO ALIGN EXISTING — / .. •'.'• ° -- (N)CRAWL I ;'. I (E)CRAWL _ . .. _ I . I � ( c� Z � � co ( "cp Z (N)CRAWL (E)CRAWL m. I r � SPACE - � � SPACE a.; I r, € SPACE I . � SPACE ��I I 1=1 I I I�I IIl I — I= _— �—=—--� _= i — ° — _ _ _ _ — _ — — — _ _ — _ = I— I = _ _ — — — REVISIONS BY 11i I 'I I=I I I=IL—I.I I��•,�. �_______—_ _ �.:,; _ ___ . PLAN CHECK COMMENTS A� �.�I I I—I I I I I I •°I I=I I I I I-I I I—I I I—I I I=I I I-I I I—I I I„=,I I I I I I=I I I=tli—I I I ', .r 1�11=I I I,=I I 1=I I I=I I I,;I I I-I I I -I I I=I I I I Ii :�°I�I I I—I I I—I I I—I I I—I I I—I I�I I I—I I I—I I I I I I=I = — - -I I�I - -I— z FEBRUARYz2 2016 i_I I I-11- : I I 111='�i=111=i i i=��' i=1 1,;,111=��I,�I 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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DATc � FEBRUARY ZZ,2016 � I��- "` �t it� '`�� sca� 1/4"=1�-0�� '"i��;ingC� ��.s�.t,,,�`�+_'3�a� �j�Jt�� . . � SOBNO. /�rPF 15-005 �T� .3 f'��s"� .i� 6��.�Y .� ti��C � SHEET .�� 4 . . . . ��T_ �J � q4��g.'a G ry� � u�e ' .: . ��'�W,�ff�3 6''C�� '� �� •+ ��:�,.- � Y r � .�r!� �f ��'I 8 �^v�� ¢��Ws,R� Y��ti Lt o .. � . . G ✓Q F,,�4 3 f�P�.:�i��S � �' i ��, . � . . . . . . . . . . . OF 16 SHEETS