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HomeMy WebLinkAboutBP20-236PERMIT # SECTION TYPE OF WORK JOB LOCATION OWIVE CONTRALTO EST. COST V/cO # GATE:%% 50�()�o aP: %/ 5 oav TCO # FEE DATE INSPECTION RECORD DATE NSA FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING C� RGH PLUMBING GAS SPRINKLER Q ELECTRIC LOW4OLT Q ALARM �- AS BUILT Jl FINAL �ar? 0/3 7- alol(04 . APPROVALS ZBA OTHER A REOUIR,ED PRIOR TO FINAL INSPECTION Rece�v�d /a7/aoa VILLAGE of RYE BRQOK WESTCHESTER Cl u-N , NEW 'YORK r a/ No.- 21-174 �ga c111.1ertif t rate of Occupancy This is to certify that �, °Lim k1a,21an &nnf kaala of, I \ Y 13 j! tO ?_ _ NY having duly filed an application on LJl.1 J 20 requesting a Certificate of Occupancy for the premises known as, Bey—k— le Lp o e , Rye Brook,NY, located in a R-15 Zoning District and shown on the most current Tax Map as Section: J 5. Block: Lot: and having fully complied!!_with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. V "c95CU , issued 11 20 c 6, such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the New York State Use Classification of: K' /� ��t✓' rr) /V , for the following purposes: PC P C�LC n Subject to all the privileges, requirements, limitations and conditions prescribed by law, and subject also to the following: This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made, and no enlargement, whether by extending on any side or by increasing in he�ight shall all the building be moved from one location to another until a permit to accomplish such change has een rained fr m the Buil ng Inspector. Building Inspector,Village of Rye Brook: Date: OCT 2 5 2021 ��>� For office u onl DBUILDING Ei' fiMENT For --�U JUL 2 3 2021 vILI,A O> RYE [tOox ISSUED: ,J -5-a o B(38 Knvc STREE r, W BROOK,NIA+YORK 10573 DATE: 7— VILLAGE OF RYE BROOK (914)939�Q�`r 9 4, 939-5801 FEE y PAmAR BUILDING DEPARTMENT o t.or APPLICATION FOR CERTIFICATE OF OCCUPANCY, CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK AND PRIOR TO THE FINAL, INSPECTION tNtikiiititii#tif•##ii#Mk1##if###FlRii#ifkf##Rtk#k#t#!i1#ikt#!#tittt#tlki#1#t#Ii##ttt#IigMtltttttlt#tltitgi/ifftfttiigt Address: -� Occupancy/Use: J`/C,,4Apq Parceell ID#: /30] , 13 `^/�� / Zone: k2-1 S Owner: T 1 /" r L/1 � Address L fyl,4 s/ P.E./R.A.or Contractor:X -'t-Z ry ( yr� Address:, ,�J�_ 4Gf-le r�� Gc1`�' AN Person in responsible charge: ��' �f Q Address: Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: S 7fv i- Al le'A f d- A'-' being duly sworn.,deposes and says that he/she resides at 7104"Lf-y /AIV F _ (Print Name of Applicant) (No.and street) in f yr 1+e n, ,in the County of +f= C/) �j in tkte State off that (City/Town/village) s he/she has supervised the work at the location indicated above,and that the actual total cost ofthe work,including all site improvements,labor, materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:$ Y f/ 0 00 for the construction or alteration of J`_ P- C'E Deponent fitrther states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief;the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use ofany building or premises or part thereofhereafter created,erected,changed,converted or enlarged,wholly or partly, in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per §250-10.A.of the Code of the Village of Rye Brook. Sworn to before me this -?�' Sworn to before me this day of ��� , 20-L day of , 20 s gnature signature of Applicant MW I 1'1 Name of Prapaty Owner Print Name of Applicant Notary Public Notary Public SHARI MELILLO Notary Public, State of New York 3121119 NOL 01 ME6160063 Oaalified in Westchester County Commission Exnires Jane mry 9a P003 O y� BR w � BUILDING DEPARTMENT ILDING INSPECTOR i ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOD ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - -- INSPECTION REPORT - - - - - - - - - - - - - - - - - - - a ADDRESS : DATE: /Q PERMIT#�� r-( ~ Z;3:� ISSUED: 1 Lr=SECT:t BLOCK: LOT: 1 2- LOCATION: OCCUPANCY: Z+ ---) ❑ VIOLATION NOTED THE WORK IS... [f� ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ ,,,,CROSS CONNECTION FINAL -- --- - ',❑ OTHER �_ - E BR�� 19€32 BUILDING DEPARTMENT ❑BUILDING INSPECTOR `J ZSSISTANT BUILDING INSPECTOR VILLAGE OT' RXE BROOK ODE ENFORCEMENT OFFICER 938 KING STREET . RYE BROOK, NY 10573 (914) 939-0668 FAx (914) 939-5801 www.Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: 4 DATE: �y (�� 0 `✓PERMIT# 7`+� 2 � ISSUED: SECT: -hLOCK: LOT: LOCATION: C"b OCCUPANCY: �r 1 VIOLATION NOTED THE WORK IS... 0`. ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ OUGH PLUMBING ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER BR 19,32, BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www Uebrook.org - - - - - - - - - -- - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : u ` \ DATE: 2 9V�M PERMIT# ISSUE l� SECT: BLOCK: LOT: LOCATION: OCCUPANCY: L ❑ VIOLATION NOTED THE WORK IS.. ACCEPTED ❑ REJECTED/R.EINSPECTION ❑ SITE INSPECTOO* } REQUIRED U FOOTING FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER Building Permit Check List&Zoning_An*sis Address: SBL 3- '4Z— Zone: - I s� Use: Z� o Const.Type: er. Submittal Date: f Revisions Submittal Dates: Applicant: Nature of Work I _t {C_Ex �T N 4 Reviews:ZBA: SEP - 2 2020 FB: BOT: Other NEIP OK { ( ) FEES:Filing: 7�.�BF: C/O: Legalization; ( } (�APP: Dated -Notarized SBL Truss I.D. -Cross Connection: ✓ H.Q.A.: ( } ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) ( } ENVIRO: Long. Short: Fees: N/A: { } ( } SITE PLAN:Topo: Site Protection: S/W Mgmt.: Tree Plan: Other: (J ( ) SURVEY:Dated Current Archival: Sealed Unacceptable: ( ) ( PLANS:Daces roped: Seale&- ✓ Copies: ' _7 Electronic ✓ Other {� ( License Workers Co �✓• Liabili . V Comp.Waiver (, CODE 753#: -� L�� - 9O�F Dated I N/A: { } ( ) HIGH-VOLTAGE ELECTRICAL Plans: Permit: N/A: er ( ) ( ) LOW-VOLTAGE ELECTRICAL Plans: Permit: N/A Other: ( } ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit I-W.I.C.:_Battery:_Other. ( ) ( ) PLUMBING Plans: Permit Nat.Gas: LP Gas: N/A/: Other: ( } ( ) FIRE SUPPRESSION:Plans: Permit N/A Other. ( ) ( ) H.V.A.C.: Plans: Permit N/A: Other. { } ( ) FUEL TANK:Plans: Permit: Fuel Type: Other. ( } ( } 2017 NY State ECCC: N/A: Other: { ( } Final Survey: Final Tops RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. { ) { ) Other. GARB mrg.date: 4 to �=' approval notes: ( )ZBA mtg.date: approval: notes: }PB mtg. date: approval• notes: APPROVED REQUIRED EXISTING FRQPQSED Nc7TF Am: 15- k L� - �� date: QC1 14 707n Cite: Fpm c Front. Franc O Ste: IS 4-0 &ar. Main Cov Accs.Cov - Ft. Tot Imp: fic�-'L'Z 4.0!�) l A-i Ca [ Fc.Im : Parkiz►� Height/Stories: notes: BUILT} NT V11 E ON 2t!!TML oK SEP -2 2020 938 KING 'ET Rl•E Bet NY 10573 (914)93 , 9 39-5801 VILLAGE OF RYE BROOK tv�` :r rtilarlrL BUILDING DEPARTMENT +rt#tisrrrrs****rrr**y****rr+kr*rrr*****sM***.**e*irrrsr*.*rrrr.*r******s**+err*.*rr*rsM*ass*xrrrr.**rr.rr*r**r ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record and a copy shall be submitted to the Building Department prior to attending the ARB meeting. applicants failing to submit a copy of this check list will be removed from the ARB agenda. Job Addrlss: /�/«�= I}ate cf Submission: --- -- Parcel ID Zone:- Proposed Improvement(Describe in detail): APPLICANT CIIECK LIST: Mus-r BN.CONIPLETEI) BN,Tift.:APPLICANT The following items must be submitted to the Building Department by the applicant-no exceptions. l ( )Completcd Application /�LA'it 2. ( )7 wcy(2)sets of scaled plans, u•tae ti[lt.iic;nta�ivlsuasi PropertyOwner. � 4`'�Y�'' f`,rj/J sRottAll,tshit.tit• ,," %.1_' anti sear11-%1"'1 Address: 3- ( )Two(2)copies of the property survey. 4. ( )Two(2)copies of the proposed site plan. Phone ,2 S. ( )One etectronic/disc copy of the complete Applicant oppcaring before the Board: application materials. 6. ( )Filing Fee. 7. ( )Any supporting documentation. Address: 7 =/�CELe .GAn✓C-� H. ( )110A cipproval letter.{:J,apixt- bie) -- _ _.- _- 9. ( )Photographs. Phone#_ 71y 937--2 5'G L 10,( )Samples of finishes/color chart.err san[ple board or a _ madel may be presvnied the night ofthe wecting,i Architect/Engineer: l[i 5 Phones!_ / 4 •�/d8 By signature below, the owner/applicant acknowledges that he/she has read the complete Building Permit Instructions&Procedures,and that their application is complete in all respects.The Board of Review reserves the right to refuse to hear any application not meeting the requirements contained herein. SHom to before me this _f Swam it)before me this day o mt-r-� , �C1. day of ?{l Signt[ure bFMa Signature al Applicant i,rintNAracori,rrapyennyyC1)w%ti, �r pnntNano:ofAppSicanl Nowry Public Nalary P"Wie pubft�Ii1'fA'R MAFiK�'°11Ctate 01 ��Q�a J�o1�NRe9•�sgt�35tA69"4 [tl tyhad in Westc�e�0r �il'41 Z ' VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 ('T') 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, September 16, 2020 Due to public health and safety concerns from COVID-19, the Architectural Review Board meeting on September 16, 2020 will be closed to members of the public. The public can still watch the live meeting online through Zoom through the app or through the following https:ilus02web.zoom.ustj/87221419610 If any interested members of the public would like to provide comments during the meeting, comments can be emailed to stevefews@ryebrook.org or called in during the meeting at +1 (929) 205-6099, meeting ID: 872 2141 9610 NAME& LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 14 Carlton Lane Re-Appearance To Show Consent 5052 (Khobragade) Finishes, and Details On Agenda Plan (Portico& Windows) 432 N. Ridge Street Re- Appearance To Show Consent 5058 (Gabriel) Details In-Ground Pool, Agenda Patio SWM System 30 Woodland Ave 4' & 6' White Vinyl PVC Consent 5061 (Blanco) Fence Agenda 2 Brook Lane Amendment to Shed Size 8' Consent 5062 Camacho X 10' - 8' X 12' Agenda 165 Betsy Brown Rd Replace Existing Deck Consent 5063 (Valad) Boards With Trex, Add Agenda Cable Type Railing 67 Bellefair Rd Re-Do Existing Patio Area Consent 5064 (Carbo) in Paver Stones, Re Black Agenda Top Driveway w Belgil Block Borders 2 Milleruum Place Construct Stair Run Down to Consent 5065 (Prathy) Grade From Existing Deck Agenda to Match 15 Country Ridge Dr Roof Top Solar Array Consent 5066 (Cappelli) I Agenda ML NM MR SE JM SF AC MI JE a I4 Wyman Street Roof Top Solar Array Consent 5067 North(Garrick) Agenda 2 Latonia Road Re-Appearance To Add Consent 5068 (Pascuma) Colors& Details On Plan Agenda For Deck 8 Concord Place Replace Decking/Railing On Consent 5069 (Levine) Existing Deck w/Tuscany Agenda Timbertech/Westbury 36 Roanoke Ave Legalize Rear Elevated Consent 5070 (Veloz) Deck,New Patio Door& Agenda Egress Window 3 Country Ridge Rear Addition, Elevated 5071 Circle (Porter) Deck, Rear Patio, Legalize Side Steps, Remove Patio 221-223 S. Ridge St Remove Rear Porticos & 5072 (Sadofsky) Elevated Decks, Replace Doors w/Casement Windows 11 Berkley Dr New Rear Deck& legalize S0?3 (Sabato) Rear Patio Door 7 Berkley Lane Replace Existing Deck 5074 (Kaplan) 998 King St(Cohen) Construct 16 X 20 Pergola - 5075 On Existing Deck 4 Sleepy Hollow Rd Side Yard Deck, 6' PVC 5076 ( Cecere) Privacy Fence, Shed & Reduce Impervious Coverage 39 Meadowlark 2nd Story Addition, Front 5077 Road (Rose) Porch, New Deck; Interior Alterations 25 N. Ridge St Replace Existing Side 5078 (Montanez) Entrance Deck& Stairs; Replace Rear Entrance Steps, ML Le NM MR v' SE JM AC MI Laura Petersen From: Laura Petersen Sent: Friday, October 16, 2020 11:51 AM To: FERNBENN@AOL.COM Subject: Building Permit Application - 7 Berkley Lane The building permit application has been approved by the Building Inspector, before I can issue the building permit the following items must be submitted to our office,. 1. General contractor's contact name & phone number. 2. Copy of general contractor's valid Westchester County Home Improvement License. 3. General contractor's valid liability insurance (the Village Of Rye Brook must be the certificate holder) 4. General contractor's valid workers compensation on a NY State Board form (C105-2 or U26.3) 5. Contractor must call Dig Safe NY and get a 10 digit ticket number. 6. Estimated cost of construction to determine the building permit fee ($15.00 per $1,000.00) (due once permit is issued and ready for pick-up) Laura Petersen Office Assistant Village of Rye Brook 938 King Street Rye Brook, New York 10573 Phone(914)939-0668 1 Fax(914)939-5801 I I etersen ebrook.or 1 4 �A. ,c-low na �t � �� iy�,►i�r" �'�r`r,"i "' ,i�►�fri 'it���'";�#}, r,r►„Ir" :���~ "a rr. t �4l�alf► - - r�r �-?2i �R'v'.�4i�a"'_ - '1u� _� -.''Y44r _ 'Nlr'! 9jIFr .:ryr._+��t+-� ' N 11III D 7 II f+ � CN o � a f 4AN AA � 4t LD v O ,, c, Z toe N.,V.� U cv LLILLI tto)s) z . 41 L LO i C) 7[ Lo Mk IIIL WAi .4 41 KMICONT-01 JROSENBERRY ACO/�p- CERTIFICATE OF LIABILITY INSURANCE DATE IMMrpomml101612020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions ar be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER NRg .DT Jennifer Rosenberry McCartney&Rosenberry,Group Inc. PHONE FAx 477 Ashford Ave care,No,Ertl:(914)693 3500 201 (Arc,Nel:(914)693-3980 Ardsley,NY 10502 AE4pMss,jrosenberry@mvragency.com INSURE $ AFFORDING COVERAGE NAIL INSURER A:Southwest Marine&General INSURED INSURER B: KMI Contractors Inc _INSURERC: 1511 Rt 22 Suite 161 INSURER_D: _ Brewster,NY 10509 _ ._ INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS_ INSR TYPE OF INSURANCE AD DL SUBR wvpPOLICY NUMBER POLICY EFF POLICY EXP LIMITS LTRaoiffxryyyyk- A X COMMERCIAL GENERAL LIABILITY 1,000,000 _ EACH OCCURRENCE CLAIMS-MADE I ^ I OCCUR x GL2020RLH00203 W3012020 313012021 DAMAGETORENTED Cal $ 100,000 MED EXP(Any one 5,000 PERSONAL&ADV INJURY 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 2,000,000 POLICY Pea Loc PRODUCTS-COMPNDP ACG S 21000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO BODILY INJURY Per personj $ _ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY BORDILY INJURY Per eoadern S AUTOS ONLY `�AUTOS ONLY PPer d� MAGE S UMBRELLA A LUIB OCCUR EACH OCCURRENCE S B EXCESS LIAR CLAIMS-MADE AGGREGATE S DED RETENTION WORKERS COMPENSATION PER OTIt- AND EMPLOYERS'LIABILITY Y 1 NSTAI ER UTE AANY(MeCPROPRIETORIPARTNER/EXECUTIVE E.L.EACH ACCIDENT $ QrFWQInNHI CLUDED7 NIA E-L DISEASE-EA EMPLOYEE 5 H yes,describe under - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POUCY LIMIT DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule.,may be attached If mole space is required) The certificate holder is included as additional insured with respect to general liability per form number CG2012(attached). CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE IN Village of Ryebrook ACCORDANCE WITH THE POLICY PROVISIONS. S WILL BE DELIVERED 938 King Street Rye Brook,NY 10573 AUTHORIZED REPRESENTATIVE ACORD 25(2016103) V C�?1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD � NYSIF New York State Insurance Fund WESTCHESTER ONE,44 SOUTH BROADWAY,10TH FLOOR,WHITE PLAINS. NY 10601-4411 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 'U AA^^^^ 562512764 MCCARTNEY&ROSENBERRY GROUP ri DBA MVR AGENCY 477 ASHFORD AVE 10 ARDSLEY NY 10502 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER KMI CONTRACTORS INC VILLAGE OF RYEBROOK 1511 RT 22 SUITE 161 938 KING STREET BREWSTER NY 10509 RYEBROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W2341865-C 1 507022 08/1512020 TO 08/15/2021 10/612020 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2341865-0, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK. EXCEPT AS INDICATED BELOW, AND. WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK. TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:IMJWW.NYSIF.COMICERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT SALVATORE PEPE 1 OF 1 KMICONTRACTORSINC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY, NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 117252057 U-26.3 Laura Petersen From: Mike Izzo Sent: Thursday, November 5, 2020 1:26 PM To: Tara Gerardi; Laura Petersen Subject: FW: Message from Dig Safely New York, Inc. (DSNY) Michael J. Izzo Building& Fire Inspector Village of Rye Brook, NY (914) 939-0668 -----Original Message----- From: Dig Safely New York Exactix<tickets@exactix.digsafelynewyork.com> Sent: Thursday, November 5, 2020 11:12 AM To: Mike Izzo<Mlzzo@ryebrook.org> Subject: Message from Dig Safely New York, Inc. (DSNY) ****REGULAR**** DIG REQUEST from DSNY for: VIL RYE BROOK Taken: 11/05/2020 11:11 To:VIL RYE BROOK PRIMARY Transmitted: 11/05/2020 11:12 00002 Ticket: 11050-000-866-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County:WESTCHESTER Place: RYE BROOK Addr: From: 7 To: Name: BERKLEY LN Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: REAR OF HOUSE ON PROPERTY NearSt: BERKLEYDR Means of Excavation: HANDTOOLS Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: DECK INSTALL Estimated Work Complete Date: 12/21/2020 Depth of excavation:42 INCHES Site dimensions: Length 24 FEET Width 18 FEET Start Date and Time: 11/16/2020 07:00 Must Start By: 12/01/2020 ------------------------------------------------------------------------------ Contact Name:SALVATOR PEPE Company: KMI CONTRACTOR INC Addr1: 1511 RTE 22 Addr2: SUITE 161 City: BREWSTER State: NY Zip: 10509 Phone: 914-403-1160 Fax: Email: kmicontractorsinc@gmail.com Field Contact: SALVATOR PEPE Alt Phone:914-403-1160 Email: kmicontractorsinc@gmail.com 1 Working for: MR & MRS KAPLAN ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/WSCHSTR CON-ED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR z SHEET INDEX ]p a No. DRAWING No. DRAWING z w AO TITLE SHEET u ----- __—__ 0 _A02 —SITE PLAN-----_--.. 0 A03 DEMOLITION FLOOR PLAN l A04 FOUNDATION PLAN - I =1 I j ', A05 FIRST FLOOR PLAN A06 FRAMING LAYOUT �' A07 ELEVATIONS OCT A08 ELEVATIONS opy A09 DETAILS PERMlT# c?> 0 _._-------- _ _ __--..----- _ ___-_ - LLD I NG D EPARTI'Al (V1" S B L# �"i q-31, L �,"�. E01 ELECTRICAL FIXTURE LAYOUT DATE APP , VE OCT 1 4 2020 STATEMENT OF COMPLIANCE .� THE ARCHITECT,jL'STIN F.MINIERI A.I.A.(N.Y.S.UC.NO.18332)HAS PREPARED THE CONSTRUCTION DOCUMENTS.WRITTEN&FIGURATIVELY IN COMPLIANCE WITH THE LATEST APPLICABLE SECTIONS OF LOCAL AND STATE BUILDINGS CODES;2020 RESIDENTIAL CODE OF NEW YORK STATE v/ 13UILDtNG INSP Village of Rye Brook,NY REQUIRED SYMBOL TRUSS IDENTIFICATION SIGN NOT I •THE SIGN SHALL BE iN CONFORMANCE WITH NYCRR SECTION 1165 FOR ONE&TWO FAMILY DWELLINGS. 0 APPUCABLE If •THE SIGN SHALL BE SECURELY AFFIXED TO THE EXTERIOR ELECTRIC METER OR AN ALTERNA iE LOCATION APPROVED BY CODE, WHENEVER iT IS NOT POSSIBLE TO DO SO.REVIEW LOCATION WITH THE BUILDING OFRC.IM PRIOR TO INSTALLATION. V GENERAL NOTES Q AS-BUILT/FINAL SURVEY I. THE PLANS AND SPECIFICATIONS FOR THE PROPOSED SCOPE OF WORK HAS BEEN DESIGNED AND SHALL BE EXECUTED BY ALL PARTIES CONCERNED iN COMPLIANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE,2020 NEC AND LOCAL MUNICIPAL CODE AS WELL ALL APPLICABLE 0 REQUIRED PRIOR TO RULES&REGULATIONS. v 0 �1 Z. G.C.SHALL REVIEW PLANS AND SPECIFICATIONS PRIOR TO START OF WORK.ARCHITECT SHALL BE IMMEDIATELY NOTIFIED OF ANY DtSCRE:PANCY. FINAL INSPECTION 3. DO NOT SCALE DRAWINGS,USE WRITTEN DIMENSIONS.LARGE SCALE DETAILS AND DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. 4. G.C.SHALL INCLUDE ALL LABOR.MATERIAL,AND EQUIPMENT FOR ALL SHOWN OR SPECIFIED,INCLUDING TEMPORARY FACILITIES AND'OR '�. SUPPORTING STRUCTURES. v v 5. G.C.SHALL BE RESPONSIBLE TO SECURE ALL PERMITS FOR CONSTRUCTION. 6.G.C.SHALL OBTAIN THE CERTIFICATE OF OCCUPANCY UPON COMPLETION OF WORK AND SUBMIT TO OWNER. 0 7. O.C.SHA I CHECK ALL EXISTING CONDITIONS PRIOR TO START OF WORK.G.C.SHALL BE RESPONSIBLE TO VERIFY THE LOCATION OF ALL VISIBLE 0 v AND NON•VISiBL.E UTILITY SERVICES. 8.ALL LABOR.MATERIALS.A'4D CONSTRUCTION SHALL COMPLY AND CONFORM WiM ALL RULES.REGULATIONS,CODES AND ORDINANCES OF ALL W FEDERAL,STATE AND AND LOCAL AUTHORITIES HAVING JURISDICTION OVER THE WORK 9.THE O.C.SHALL KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIAL.AND RUBBISH,IMPLEMENTS AND SURPLUS MATERIALS,AND N LEAVETHE BUILDING BROOM CLEAN 10. O.C.SHALL PROVIDE UNDERSLAB PERFORATED PVC PiPiNG FOR EVRIRE RADON MITIGATION IFAPPUCABLE.PiPiNG SHALL BE PLACED BENEATH a ALL SLABS(BASEMENT AND CRAWL SPACE).G.0 SHALL BE RESPONSIBLE FOR ALL RADON TESTING L I I-THE H.VA.C.SYSTEM SHALL RE DESIGNED BY A QUALIFIED,CERTIFIED H.VA.C.CONTRACTOR AND'OR MECHANICAL ENGINEER RETAINED BY THE G.C. ALL APPROVALS SHALL BE OBTAINED BY THE G.C. 12.ALL EL.EC71UCA ES UTILITY CC).WORK SHALL BE DONE IN STRICT ACCORDANCE WRH LOCAL&NATIONAL FIRE UNDERWRITER COD &LOCAL UTIL CO Lu ci x. u^ fl �wr-�-+ _1') 13.A MINiMUM OF 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED UGHTING FDaMES ARE HIGH EFFICACY LAMPS PER 404 1 OF 101 S ENERGY � w �o~. � � CONSERVATION CONSTRUCTION CODE OF N Y S. oG G.0 SHALL INSTALL A COMPLETE SMOKE AND 14.BEDROOM AND MOKE/CAR )N ALARMS)ON EAACH FLOOR INCLUDING BASEOXIDE ALARM�MENNT'IN COMPLIANCE M THROUGHOUT WITHN.Y.S.RESIDENTIAL COUSE.PROVIDE A SMOKE D SECTION R M UNIT IN 317.1.1. SMOKE AND CARBON MONOXIDE ALARMS SHALL BE HARD WIRED WITH BATTERY RACK-UP.All ALARMS SHALL ACTUATE SIMULTANEOUSLY w z~ BUT'DISTiNC'TIVE ALARM SIGNAL SHALL BE USED TO DIFFERENTIATE EACH TYPE OF ALARM.ALARMS SHALL BE CODE APPROVED AND U.L LISTED. z DESIGN LOADS MATERIAL STRENGTHS H. x �. SOIL BEARING: 4000 PSF CONCOM 4000 PSI D O FLOOR. 60 PSF(40 L+20 D) DIMENSIONAL LUMBER: 950 PSi ATTIC:(4'•6'AND GREATER HEADROOM) 45 PSF(30 L+15 D) ENGINEERED LUMBER: ATTIC:(LESS THAN 4'6'HEADROOM) 30 PSF(20 L+10 D) •GLULAM 2400 PSI ROOF:(SNOW LOAD) 60 PSF(45 L+15 D) •LAMINATED VENEER LUM R 2600 NSI PORCH&DECK: 70 PSF(60 L+10 D) •PARALLEL STRAND LUMRE 2900 PSI GUARDRAILS&HANDRAILS: 200 PL.F I STRUCTURAL STEEL• 36.000 PSi 2020 ECCCNYS BUILDING TYPE: ONE&TWO FAMILY DWELLING DESIGN TEMPERATURE, 0 DEGREES F./72 DEGREES F. DESIGN DEGREE DAYSc S000.6000 CODE DESIGN MFTHOI)t CHAPTER 4,PRESCRIPTIVE BUILDIN LOPE ECTIONS 402.1-4023) TABLE 402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT GLAZED WOOD MASS B - ENT` CRAV%,SPACE` CLIMATE FENESTRATION SKYUGHT�'FENESTRATION CEILING FRAME WALI WALL FLOOR WALL AL WA14 ZONE U•FACTOR UTACTOR SHCe'' R•VALUE &VALUE R•VALUE R-VALUE R-VALUE DEPTH R-VALL14 4A 035 0.55 0.40 49 20 or 13+5 0/11 19 10/13 .2 FT 10/13 a 1C-VALUES ARE MINIMUMS.U•FACT'ORS&SHOC ARE MAXIMUMS.WHEN INSULATION IS 06TALLED IN TH CAVITY WtI1CH iS LESS Ti• E LABEL OR DESIGN c�v THICKNESS OF THE INSULATION,THE INSTALLED R.VALUE OF THE INSULATION SHALL NOT BE LESS WHA& LUE SPECIFIED IN TABLE b.THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS,THE SHOO COLUMN APPLES TO ALL GVZED FENESTRATION. DAM. SUCH EXCEPTION: SKYLI SKYLIGHTS HTS DOES NOT EXCEED BE EXCLUDED ED p Dp D FROM GLAZED FENESTRATION SHOC REQUIREMENTS iN CLP4ATES ZONFS 1 THROUGH 1 E SHOC FOR 9/0 1/10 c'15/17 MEANS R.15 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR F419 CAVITY INSULATION AT THE RVF THE WALL'15/19'SHALL BE PERMITTED TO MET WITH R.13 CAVITY C LrIATION ON THE iNT TOR OF THE BASEMENT W.ALL PLUS R•5 CO OUS INSULATION O RVISIONS: THE INTERIOR OR EXTERIOR OF THE HOME.'10 13'MEANS R.10 CONTINUOUS INSULATION ON THE T:QTFRIOR OR EXTERIOR OF THE NO OR R•13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL d.R.5 SHALL BE ADDED TO THE REQUIRED SLAB EDGE&VALUES FOR HEATED SLABS.Ira.'LATION DEMS SHALL RE THE DEPTH OF THE NO OR 2 FEET. WHICHEVER IS LESS IN ZONES 1 THROUGH 3 FOR HEATED SLABS. A. e.THERE iS NO SHOC REQUIREMENTS IN THE MARINE ZONE. - h.THE FIRST VALUE IS CAVITY INSULATION,THE SECOND VALUE iS CONTINUOUS,SO.13+5'MEANS R-131;AVTTY INSULATION PLLS R.5 OON.-TTN114Q VS DISULAT IOA'1. L THE SECOND It-VALUE APPLIES WHEN MORE THAN HALF THE INSULATION IS ON THE INTERIOR OF THE M.&SS WALL I,JUSTIN F.MiNIERi,AIA(N.Y.S.LTC.NO.18332)CERTIFY THAT TO THE REST OF MY KNOWLED(',,E AND BEU$F,THESE PLANS A4p SPECIFICATIONS CONFORM WiTH THE APPLICABLE SECTIONS OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NtW YORK STATE. 7 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R3 12 e r eLaneRye GRcwND SEISMIC WINTER iC1 mItRTER T100D 1� G"ORobkLARCHITEM Y r 'wow WIND DF-c1aN DEMON SUB ToU- .W RED INK O O LOAD CAT. SUBJECT DAMAGT3 FRo1�1 DESIGN UND>i1DAYM HA2AkX ANWUAI I)WG No. TEMP. AEQL!111FD Q4UF7f TT�4P SPEED TOPo SPECIAL VIIND. WEATHERING FROST LiNE TERMITE A01 GRAPHIC REOION BORNE DEPTH SECTION: 135.43 BLOCK: 1LOT*- ,�PSF �� �,� ZONE 12 7'F YES FIRM MAP 1500 OR LESS 52.tF TTTLE SHEET 36119003 120MPH Nn No NO SEVERE 4r MODERATE 41F(2007) Kaplan/220053 SCALE: lot201 SITE PLAN SCALE: lot 20' GENERAL NOTES z 1. Site plan is based on survey prepared by TC Merritts Land Surveyors 0. 394 Bedford Road Pleasantville,NY Dated:October 19,2017. 'X 0 2. The Architect shall assume no responsibility for the accuracy of the 0 original survey.Refer to original survey for additional information. 114 3. The General Contractor shall strictly adhere to all rules and 4) regulations having jurisdiction. ,,>//, 4. The General Contractor shall review plans and specifications prior W to start of work.Architect shall be immediately notified by the G.C. of any discrepancies. 5. The General Contractor shall be responsible to secure all required permits for construction. 6. The General Contractor shall obtain a certificate of compliance or occupancy upon completion of work and submit to the Owner. 7. The General Contractor shall install all sedimentation and erosion control measures as required by local code prior to construction. All controls shall be maintained throughout the construction process and inspected periodically. W EROSION CONTROL NOTES I. All work shall comply with local Erosion and Sediment Control Law and"Westchester County's Best Management Practices Manual for Construction Activities". 2. Contractor shall install all Soil Erosion and Sediment Controls before any construction operations begin and shall keep protection measures in place for the duration of construction.No construction 0 activity shall take place downslope of the silt fence line. 4J 3. Contractor shall inspect all protection controls and maintain the silt fence daily.Accumulated sediment behind the silt fence shall be U removed and disposed of in conformance with all applicable codes. Q 4. Slopes that will remain open for more than three weeks shall be protected with temporary seeding or staked netting. 0 v 5. Erosion control devices shall be inspected after each rainfall. 0 0 Devices shall be cleaned,repaired and/or replaced as necessary. tv 6. Final grades shall be established as soon as possible,top soiled and r seeded.New turf shall be set to stabilize slopes and prevent erosion. 110 >, 044) 7. Contractor shall not stockpile material or park vehicles within the 4) "4 drip line of existing trees. 0 lu 8. The engineer/architect may at his or her discretion require 04 H 4) additional erosion control measures throughout construction 0 to mitigate unforseen erosion and siltation. 14 N SILT FENCE DETAIL UNIMSTI.Pow AREA IMSr-* W l� r-y tL ry !a dl ►ten 8 PRESTMXD SILT FENCE - STRAW BALES V o� ; � (STAI W INTO 6RORV cG BACXMLL SLOT TO 2�2\ BOTTOM FENCE SEAL 2 a EXISTM6 6RADE �y ( z F- q / A > � � i � REMOVE YVOOD DECK / A(,� µ.� a z �. / EXISTlN6 VPJVMAY ~�d X k, tf) cc r hh�/ �_,\ CJJr 60 MIN.SLOT POLL.Orer d / o ! c<ONT0W OP LAND and / / SILT FEW-Z SHALL BE Wer_-- NOTES 1"OTH BOTTOM OF FABRIC, SILT FEWE SHALL BE IN Pt1K,E BELOW 6RADE STAKES DRIVE?I Ib'MIN.INTO AND INSFWTED PRIOR TO THE START 5��p 0 11I�ISTIJRBED EARTH OF DBWMITION. EXISTING 1—STORY EZONING DAT � / IPROPOSIM*1o0 --� ��, FRAME HOUSE ZONE:R 15 (ONE-FAMILY RESIDENCE) / SECTION: 135.43 BLOCK: 1 L T: 12 BULK REGULATION CODE EXISTING PROPOSED S.F. 18,670 S.F. / 60°29�5p„W 37•49 LOT AREA MIN. 15.000 _ — N LINE OF ALLOWABLE LOT WIDTH MIN. 75' 75' C 81JILDIN6 ENVELOPE WAft LOT COVERAGE ap N"45'20w 1 19 22, OEM BUILDING MAX. 16% (4, `--- - ---260 S.F.) 1Y.4%(1,949 S.F.) C --- --_ - DATE: ~ • ACCESSORY MAX. 3.5%(1,065 S.F.) A. C 9/O1/20 • MAXECK 4% (746 S.F. 1.2% (225 S.F.),. (505 S.F. _. �._ REVISIONS: IMPERVIOUS MAX. 6,227 S.F. 4,081 S.F. 4,3 1 S.F. • FRONT YARD MAX. 35% (1,138 S. .) N.A. N/ YARD SETBACKS FRONT(1) MIN. 4V_ 74.81' FROM(2) 'MIN. 401 SIDE_ MIN.~ 15, 20.41' 2 5W /- . SIDE CTOTAL) _MIN. 40' 41.70' 45 d r REAR MIN. 40' 44.57' 42. BUILDING HEIGHT ROOF MIDPOINT MAX. 30' �— N.A. NA ��� STORIES _ MAX- 2 STORIES DWG No. EXISTING STRUCTURE T'O REMAIN © PROPOSED ONE STORY ADDITION ; PROPOSED TWO STORY ADDITION (E) EXISTING YARD SETBACK FLOOR AREA KEY o EXISTING STRUCTURE TO BE REMOVED PROPOSED IMPERVIOUS SURFACE PROPOSED SECOND STORY ADDITION (P) PROPOSED YARD SETBACK z GROSS MAX 3,643 S.F N.A. N�c A02 0 ADDITION SITE PLAN I ;V DREFER TO ENGINEER'S SITE PLAN FOR INFORMATION ON GRADE ELEVATIONS,DRAINAGE,UTILITIES CONNECTION,EROSION CONTROLS,ETC.. DO NOT SCALE PRINTS KapW220053 GENERAL NOTES > z 1.GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO ALL RULES AND REGULATIONS HAVING JURISDICTION. 2.GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO CHECK 0 AND VERIFY ALL EXISTING CONDITIONS INCLUDING O CONCEALED AREAS IF POSSIBLE,PRIOR TO START OF WORK. W 3.G.C.SHALL LOCATE AND IDENTIFY UNDERGROUND UTR..ITY LINES.IF ANY,PRIOR TO START OF EXCAVATION.G.C.SHALL. BE RESPONSIBLE TO REPAIR DAMAGED OR INTERRUPTED SERVICES RESULTING FROM THE WORK BF1NG PERFORMED. n/ 4.G.C.SHALL NOTIFY ARCHTIECT IMMEDIATELY OF ANY ff++11 DISCREPANCY AND/OR DISCOVERY OF AN UNKNOWN CONDITION. 5.MATERIALS OR ITEMS NOTED TO BE REUSED,SHALL BE CAREFULLY REMOVED,PROTECTED AND STORED ON SITE. 6.G.C.SHALL OBTAIN FROM THE OWNER A LIST OF ITEMS,IF ANY.TO BE SALVAGED AND CLAIMED BY THE OWNER.ITEMS SHALL BE STORED AND PROTECTED ON SITE UNLESS OTHERWISE DIRECTED BY THE OWNER. 7.O.C.SHALL PROVIDE REQUIRED SHORING,BRACING, TEMPORARY RAILS,FENCES.AND ENCLOSURES AS REQUIRED TO MAINTAIN PUBLIC SAFETY CONTINUOUSLY DURING CONSTRUCTION. S.PROVIDE TARPS AS REQUIRED TO PROTECT STRUCTURE(S) W FROM WEATHER.MAINTAIN TARPS IN GOOD CONDITION AND REPLACE WHEN DAMAGED. 9.IDENTIFY HAZARDOUS MATERIALS,IF ANY,PRIOR TO DEMOLITION.REMOVAL AND,OR CONTAINMENT AS •pmq REQUIRED SHALL BE PERFORMED IN ACCORDANCE WITH GUIDELINES SFT BY THE APPLICABLE GOVERNING AGENCIES. Dty 10.REMOVE AND REPLACE ANY DAMAGED OR ROTTED LUMBER. REVIEW QUESTIONABLE CONDITIONS WITH ARCHITECT. 11.ALL CONSTRUCTION AND DEMOLITION DEBRIS SHALL BE REMOVED AND LEGALLY DISPOSED OFFSITE BY G.C. 12.O.C.SHALL PROTECT ALL AREAS NOT WITHIN THE SCOPE 41 OF WORK FROM DAMAGE OR DUST DURING DEMOLITION AND CONSTRUCTION V 13.WINDOW AND DOOR REMOVAL SHALL INCLUDE FRAMES, v EXPOSING ROUGH OPENING UNLESS OTHERWISE NOTED. A FAMILY RM WOOD DECK RetovE en fm P4000 14.UTILMES SERVING OCCUPIED SPACES SHALL NOT BE M�■-y� PECK prCUVI&FOanN& INTERRUPTED WITHOUT THE OWNER'S PERMISSION AND V PROVIDE TEMPORARY UTILITIES AS NECESSARY. 0 v 15.HEATING SYSTEM SHALL REMAIN IN SERVICE THROUGHOUT 0 (CONSTRUCTION DURING HEATING SEASON WHETHER OR NOT THE RESIDENCE IS OCCUPIED UNLESS CIRCUMSTANCES MADE KNOWN TO THE OWNER DICTATE OTHERWISE_ 16.REMOVE ALL ABANDONED PLUMBING AND ELECTRICAL _v LINES. U 17.REPLACE PLUMBING AND/OR ELECTRICAL LINES WHIN 0 IT 14 —— r THE CONSTRUCTION AREA THAT ARE FOUND TO BE ——————---—————— 3NON.CONFORMING WITIi APPLICABLE CODES. 0 W W.I.0 ADDITIONAL NOTES0 a� o BATI KITCHEN DINING RM M.BED RM w W W �� W.I.C. (Y Li. z� 5 +---- —+ ---- —_ ------- X� �� a ----CL 0 ; A DEMOLITION PLAN SCALE:1/4'-1'V FIRST FLOOR LEGEND 9/O1/20 REVISIONS: EXISTING WALL REMAIN (VERIFY WALL TYPE 1N FIE EXISTING WALL TO BE REMO E WINDOW OR DOOR TO REMAI ' .nyt R C DOW OR DOOR TO BE REMO D S C wiNWW OR DOOR TO BE SALIVA oR1Oirim m (STOltf ON SITEFOR REUSE) S�-� No. A03 DEMOLITION L. I DO NOT SCALE PRINTS Kaplan/220053 GENERAL NOTES ?� 1.GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO CHECK&VERIFY z ALL FOUNDATION DIMENSIONS ARE ACCURATE&CLOSE PRIOR TO PLACING CONCRETE.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 2. ALL FOOTINGS MUST BEAR ON SOLID,UNDISTURBED"VIRGIN'SOIL 0 BELOW FROSTLINE 3.DESIGN OF ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION 0 OF ACI SPECIFICATIONS AND PRODUCED IN APPROVED MIXING PLANT IN ACCORDANCE WITH ASTM REQUIREMENTS.CONCRETE STRENGTHS FOR VARIOUS USES SHALL BE AS SPECIFIED iN THE FOLLOWING F•� SCHEDULE(MINIMUM COMPRESSIVE STRENGTH,Vc AT 28 DAYS) v •FOOTINGS,FOUNDATIONS&INTERIOR FLOOR SLABS____.-_-...4000 PSi •GARAGE AND EXTERIOR FLOOR SLABS..___......_..............__...__..5000 PSl 4. STEEL BEAMS SHALL CONFORM TO ASTM SPECiFI('ATiONS A36 FOR STRUCTURAL STEEL My-36 KS0. 5. STEEL COLUMNS SHALL BE STANDARD STEEL PiPE AND CONFORM TO AMU SPECIFICATIONS A53 GRADE B FOR STRUCTURAL STEEL.My-35 K51 6. CMU SHALL BE LOAD REARiNG CONCRETE BLOCK LAID LEVEL&PLUMB IN A FULL BED OF CEMENT MORTAR ALL JOINTS SHALL BE FILLED AND PROPERLY TOOLED.HORIZONTAL JOINTS SHALL BE REINFORCED WiTH DUR.CIWALL WIRE AT 16-IN ON CENTER CEMENT GROUT SOLID CORES LIi4E OF MIDOD G WITH STEEL REBAR SHALL BE CEMENT ROUT SOLID. 7.BAR REINFORCING STEEL FOR CONCRETE SHALL BE GRADE 60 DECK AEOVE DEFORMED BARS EXCEPT FOR TIES,WHiCH MAY BE PLAIN. SHALL CONFORM TO AMU SPECIFICATIONS.REINFORCEMENT STEEL BARS(REBAR)SHALL BE NO.4 UNLESS NOTED OTHERWISE. REFER TO WALL SECTIONS&DETAILS FOR REBAR PLACEMENT. PIOU!!®GON AMM PIER —— r'————————————————T r——, 8. PROVIDE WALL AND/OR FOOTiNG SLEEVES AS REQUIRED FOR UTILITIES. (SET•BASE OF STAIR) I h I 9. PROVIDE 1/24N.DIAMETER x 184N.GALVANIZED ANCHOR}BOLT AT 464M. _ O.C.QNAX)TO SECURE MUD SiLL PLATES TO TOP OF FOUNDATION WALL ———— J _ 10.FILLED AREAS TO BE MECHANICALLY COMPACTED. I / - - - -—T / I 11.PROVIDE FOOTING DRAINS TO DRYWELLS OR STORM SEWER. I I i I 12.PROVIDE PRESSURE TREATED(PT)2x SUB•FRAME AT WINDOW AND DOOR FOUNDATION OPENINGS. 4 B i i III A I( I 11.FLATWORK SCHEDULE WHERE APPLICABLE ,� I I I'I I • i III I I I •BASEMENT FLOOR SLAB................».................................._44 N.THICK I I I I III I •INTERIOR FLOOR SLAB »..... »..._.._........_»..»._..»...._..4.iN.THICK —————-J.4 I I I I I •CRAWL SPACE FLOOR SLAB......._...._.. .. 2.IN.THICK I I I I I I •GARAGE FLOOR SLAB...................... SIN.THICK / / I •EXTERIOR FLOOR SLAB.»_..... _»»........_»... ._-SIN.THICK 1/J I - - - - 14.ALL SLABS EXCEPT AT CRAWL SPACE SHALL BE REINFORCED WiTH T 6 x 6 W 1.4 x W I A W.W_M.PITCH GARAGE AND EXTERIOR SLAW FOR DRAINAGE.PROVIDE A COMPACTED SLABS. BASE(4-1N.MIN.) BENEATH ALL CONCRETE 15.PROVIDE&MIL.POLYETHYLENE VAPOR BARRIER UNDER ALL INTERIOR 0 FLOOR SLABS INCLUDING GARAGE. � � 16.ALL STEEL GIRDER,COLUMN PLATES,ETC..SHALL BE SHOP PRIMED WITH (1)COAT OF RUST PROHIBITOR&A SECOND COAT APPLIED IN THE FIELD. 17 �j I I I .PROVIDE COPPER TERMITE SHIELD AT TOP OF FOUNDATION WALLS V I ENCLOSING THE CRAWL SPACE IF SHOWN AS PER WALL SECTION. 120 DNA.GONG.PIER VV FOOTING MAINTAIN SEPARATION FROM P.T.MUDSILL WITH E.PS.SILL SEALER v ' " I (FORM BY OM&FOOT S'I"STEM5•) A ;-- - - - ---t COLD WEATHER b �- I 0 v I I I I ( THE Mid.PLACING AND CURING OF STRUCTURAL CONCRBTB SHALL �r I(I I I ( COMPLY WITH SPECIFICATIONS OUTLINED iN THE ACI 306R(LATEST 0 }� I EDRION).GUIDE TO COLD WEATHER CONCRETING.THE GENERAL. (� III I I I • CONTRACTOR AND SUBCONTRACTORS SHALL GUARANTEE I I III I ADHERANCE.TO ALL APPLICABLE SECTIONS. }.4 III III I LEGEND ,>1 I I _ _ _ _ _ EXISTING FOUNDATION WALL(VERIFY IN FIELD) 0 y / t 4. ------ 0 My iLLPOURED CONCRETE FOUNDATION WALL——i W/REINFORCED POURED CONCRETE FOOTING a �, AD.MT A9 REMIRED TO GLEAM HOUSE'S ;: CMU FOUNDATION WALL Q s F001iN6 DRAIN.REVIEW PV ARCMEGT .;�� �� W/REINFORCED POURED CONCRETE FOOTING $.. 4• FOUNDATION WALL SHELFSHELF Z'a` FOR MASONRY VENEER BEARING -- -- (SET SHELF 6'MN BELOW FINISHED GRADE) W ad W w 11 FOUNDATION STEM WALL(SEE DETAIL) » r a�' -————- BEAM WALL POCKET 12'x 5'x 3,4'STEEL BEARING PLATE 2 © POURED CONCRETE CYLINDRICAL PIER Z M a w O EXISTING STEEL COLUMN(VERIFY IN FiELD) Z�'' X ti a 4"O.D.STANDARD STEEL PIPE COLUMN � ; I • BASE PLATE:8'x 8'x 3/4"STEEL PLATE :D O I L— 1 TOP PLATE:10'x 5 1/2'x 3/4'STEEL PLATE UNLESS NOTED OTHERWISE ON PLANS. 24 x 12 FOOTING SiZE(W x D INCHES) 00 TOP OF WALL ELEVATION(INCHES) BO TOP OF WALL BELO FINISH GRADE (6*MIN) AG TOP OF WALL ABO NiSH GRADE (6"MIN.) FOOTING SCH E U LE FOUNDATION PLAN RX)TING REINFORCEMENT SHALL BE .4 REPAR SCALE:1/4"-1'A" Q 9"O.C.EACH WAY(MAT REINFORCE REINFORCEMANT) O SIZE OX EXISTING FOOTING(VERIFY O 24'x 24"x 12'D.CONC FOOTINGI N A7E: 9/01/20 © 30'x Xr x 12"D.CO CRETE FOOTING R SIGNS: O 36'x 36"x 15"D.4NCRETE FOOTING Qp 42'x 42"x 15'D.4ONCRETE FOOTING O 48'x 48"x 15'D.iONCRETE FOOTING O 24"x(W x 12'D. NCRETE FOOTING 6U 3T x(W x 12'D.CO CRETE POOlrlNO• HO 36"x W x 15'D.CON ETE FOc TINE ARAiRE("i''J JO 42'x(L)x 15'D.CON FOOTING• W RED iNK DWG No. OK 48"x(W x IS D.CONCRETE G" A04 Isw� •NOTE:THE LBNGTH 0 OF FOOTING SHAL BE THE OF THE DISTANCE BETWEEN COLUMNS& In WIDTH. FOUNDAMON PLAN DO NOT SCALE PRINTS xaPtaIl✓220053 GENERAL NOTES z ON lu 0 0 v SOT.REIW.GONGRETE- L.ANVINS PAD I I i ► III I I I I ( I 566h.GOHPONTE _ � � I RAlLIN6 ' I f I i I it f • II II 1 I ' 4 0 co�tTt ilf f � , � fl If f I v FAMILY RM j f . I 0 v 0 I cz { >� >1 HVAC 0 C� a v "NOT APPLICABLE.. o � ---�- Luo u LEGEND a co KITCHEN DINING RM Ex1stTNc WALL(VERIFY IN 9b� ; M.BED RM NEW WOOD STUD WALL 2 x 0 16"O.C. POURED CONCRETE WALL Z $ j + I CMU WALL(CEMENT GROUT SOLID) + I z ti 5 it I f+1 4-------}-- -------- -- titf�------_ ! STnNEVENEER ��f `o i5 X � -- BRICK VENEER ado r 92 DOOR SIZE(NOTED IN INCHES) 1 i WINDOW TYPE• i A A EGRESS WINDOW' HEADER SIZE• *4 FIRST FLOOR PLAN LTNTELSTZE• SCALE:1 4 l-(r PROPOSED ® COPPER S1L1 PAN OI NUMBEK OF STUDS(MULL OR JAC DA W01/20 �---H� FROS-r FREE HOSE BIB RM ONS: EXHAUST FAN(50 CFM,MIN.) VENTITO EXTERIOR*1 METAL DUCT HEAT VENSOR �H HARD WIRED W/BATTERY BACKUP .L STED) INTERCONNECTED.NFPA 72 COMPL SMOKE"M B BARD WIRED W/BATTERY BACKUP(U 1•LISTED) 114TERCO141SECTED,NFPA 72 COMPLIANZ;EE CARBON MONOXIDE ALARM ® HARD WIRED W/BATTERY BACKUP(6_1L L )' INTERCONNEC'MI).NFPA 72 COMPLIANCE' II�ul.AtoCSM SEAL Qi RID IN DWG No. REFER TO WINDOW&DOOR SCftPULE SHEET FOR, A� SCHEDULES AND SPECIFICATIONS 5 FLOOR PLAN DO NOT SCALE PRINTS Kaplar/220053 GENERAL NOTES 1.MUD SILLS nATES AND ALL OTHER LUMBER IN CONTACT WTT H CONCRETE r] SHALL BE PRESERVATIVE.TREATED AGAINST DECAY IN ACCORDANCE WITH AWPA U1,(R317 OF THE 2015 IRC) 2.ALL STEEL,INCLUDINO BEARING PLATES SHALL BE SHOP PRIMED AND RECEIVE A SECOND COAT IN THE FIELD UPON COMPLETION. 0 3.TOP FANGE OF STEEL GIRDERS TO BE FLUSH WIi11'POP OF FOUNDATION 0 WALL COLUMNS TO BE STANDARD STEEL PIPE 16-4 4.STEEL SHALL HAVE PREDRILLED HOLES FOR 1/24 N.DIA.BOLTS•TOP FLANGE FOR 2 ROWS A 24•IN.O.C. 5.PROVIDE SOLID BRIDGING®MIaPOINT OF FLOOR SPANS GREATER THAN 8(L v 6.SUBFLOOR SHALL BE GLUED AND NAILED TO FLOOR JOIST W/CONTECH PL400. �>1 7.PROVIDE GALVANTLED METAL JOIST HANGERS AT ALL FLUSH CONNECTIONS. 8.ALL SOLD AND BUILT-UP WOOD POSTS SHALL BE CONTINUOUS(W/SOLID BLACKING AS REQUIRED)TO FOUNDATION WALLS,PIERS,OR STEEL GIRDERS. 9.ALL EXTERIOR METAL ANCHORS,FASTENERS.BOLTS,ETC.-SHALL BE HOT DRIPPED GALVANIZED(H DG)STEEL 10.PROVIDE 2 x FIRESPOPPWG AT DROP CEILINGS AND AT ALL AREAS REQUIRED BY CODE.REVIEW WITH LOCAL BUILDING OFFICIALS. 11.PROVIDE HURRICANE ANCHORS AT ALL RAFTERS.SIMPSON s 112.5A 12.STEP ROOF SHEATHING BACK FROM RIDGE AS REQUIRED FOR RIDGE VENTS 13.FLOORyOIST,LVL,PSL&ISL SHALL BE MANUFACTURED BY TRUS JOIST �• �• �'• �• �• WEYERHAEUSER OR APPROVED EQUAL G.C.SHALL BE RESPONSIBLE TO I x'AZ FASCIA SUBMIT SPECIFICATIONS FOR SUBSTITUTED MANI FACTLIRER TO ARCHITECT FOR REVIEW PRIOR TO MATERIAL ORDER. ANG4.40R Eok sTRIN6ER TO LINE OF"'°°°VBC"Ae°VE WALL BRACING THE COW,.6RAVE BEAM —b x b P.T.POST — ----_�I_ _ _ WALL BRACING SHALL BE IN ACCORDANCE WITH METHOD I I( I CSWSP(TABLE 602.10.4)AND TABLE 602.10.3 IN COMPLIANCE I OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. SHEATHING •� SUBFLOOR: 7/8"ADVANTECH V l 2 x 12 P.T.STR1N6f'R9 I j I I I 4 x 4 CEDAR 1�Y'H.POST w,AL,i, 1/2"EXTERIOR GRADE PLYWOOD ---_�_ PJ-10!'T •12•O.C. I I (BOLTED TO JOIST AS PM DETAIL)IZ•O.G. i�l I ROOF(ASPHALT): 5/8"EXTERIOR GRADE PLYWOOD = C= OPP Ole ROOF(OTEIE" 3/4'EXTERIOR GRADE PLYWOOD 0 loe LEGEND IIV 111-VT 2 x 10 SPLIT.JOIST - - ICI-�; / I 12' ,�- 1 12' � \ V "tAMIN6 InER- JOIST SIZE(11 7/b'TJU I EACH 1Ei^EL I I I / (FLOOR JOIST) I JOIST SERIPS(960 SERI W SPLIT Z x IO P.T.JDlST �x 4 GEDMt 1�1.POOSTIL _ _ _ _ _ In'dAMA4E ears (1 2) 0-4_--- - - - - - M Nd'e POST PITCH OIFZEGTION OP JOLTO X X I � � x 10 P.T.l7'EGIG JOIST ! (ROOF R� (16'Orai �h h I / LV.ML rAL JOIST HANSM .. .� v oI/ 9 / A 560 SERIES B 360 SERIES C 230 SERIESellE- O / '� >' , TJI I-JOIST BY"WEYERHAUSER"OR APPROVED EQUAL v v \ 2 x 10 P.T.RIM JMST •� 1 I11 I11 �� LV.L LAMINATED VENEER LUMBER 1.9 E(Fb-2,600 PST) 0 � P.S.L PARALLEL STRAND LUMBER 2.0 E(M-2.900 PSI) 04 v I.F. DIMENSIONAL FRAMING LUMBER NO.2 D.F.(Fb-950 PSI) 0 -� ""————���� P.T. PRESSURE TREATED LUMBER NO.1 S.Y.P.(Fb-1050 PSI) a �. O i x I JOIST AND RAFTER SPACING IS 16'ON-CENTER I I i 9 UNLESS OTHERWISE NcYrED ON THE FRAMING LAYOUT �s' ---_--__-__- -J 5 1/2"LVL a FJ-b 2 x 6 D.F 9 NOTLms BOLT FLU-%4 LEDdSM TO RIM JOIST LA6 BOLT END JOIST7 .-. -__ VV(2)ROV6 1/2'OW HDb.BOLTS•Ib"O.G. TO HOUSE �—------ -� -�I/4"LVL � FJ-D_----. _ 2 x 8 D.F. a ^' "-q— 9 1/4'or 9 1'2"LVL• z`t ------- O FJ-10 2 x 1 �0 D.F. '`'is. g 2 I Q 11 7/8"T)I ti t ]1 1/4"or 11 7/13"LVL' O o� "II F.J-IZ- 2x12D.F _FJ-14 14"TJI FJ-Ib 16"TJI - "TRIM AS REQUIRED TO MATCH DEPTH EXIST NG)OIST. \----� 2 x 6 D F. GJ-8- 1 2 x 8 D.F. - OG`I-`I 9 1/2"LVL V Z 11 7/8"LVL DECK FLOOR FRAMING LAYOUT w --�` ---i z x 12 D.F. - SCALE:1/4'•1'4" FOUNDATION PLAN ' 2 x 6 . .SLOP D • PSL BEAMS(WHERE SHOWN ON PLAN)SHALL NOT BE SUBSTITUTED WITH A BUILTUP LVL BEAM. �r �-b x 6 D.F. DATE_ • ALL FRAMING MEMBERS SHOWN ARE FLUSH W,'FLOOR OR ROOF PLANE(CONNECTED WITH METAL HANGERS) 9/01/20 ES W UNLESS OTHERWISE NOTED OR DESIGNATED AS A HEADER HICH THEN THE MEMBER IS SET BELOW THE PLANE. -# 2 x 8 D.F. • SOLID BRIDGING 0 MID-SPAN R-01 9 1/2"LVL REVISIONS. R-10 2 x 10 D.F. ORIL I-11 7/8"LVL -- 0 It-12 2x12D.F. vwc ROOF PITCH j1 MATCH EXISTINC�{PTTC:H INTERIOR{SEARING WALL T BUILT-UP 2*POST CONTINUOUS TO FOUNDA111ON WALL OR GIRDE AAcmir-CIS (MINIMUM PO§'WIDTH SHALL BE INOW NK BEAM WIDTH PLW 2 STUDS) DWG No. J BUILT-UP POST ABOW ON BEAM A06 64b '-onCEILING HEIGHT(ROUGHtNG FLOOR FRAMING DO NOT SCALE PRINTS �pt>�11✓z2oos3 GENERAL NOTES z w 0 1. PATCH&MATCH SIDING AS REQUIRED 0 w 2. PROVIDE FLASHING AT WALL INTERSECTION,AS PER DETAIL M 3. DECK FLOORING SHALL BE 5/4 x 6 COMPOSITE DECKING BY-TREX' W OR EQUAL COLOR AND TYPE SHALL BE SELECTED BY OWNER.G.C. SHALL SUBMIT SAMPLES FOR OWNFR'S REVIEW AND APPROVAL �>1 4. RAILING SYSTEM SHALL BE"IBEX'OR EQUAL OWNER SHALL SELECT TYPE&COLOR OF RAILING.G.C.SHALL SUBMIT SAMPLES FOR OWNERS REVIEW AND APPROVAL. u ...... . ...... . ...... Li Ll Ll Li 0 v 0 A 0 � lz o C� 1w RIGHTSIDE ELEVATION LEFTSIDE ELEVATION o i SCALE:1/4'-1'V EXISMO SCALE 1'4'-I'V EXISTING a � FINISH SCHEDULE 1 z � n Q z I u ; 3 0 a 3� 1 I i I l I :OM COMP IAAfr t w AIL I 0 -- A RAILI GOhPO WE G I t O Ll I U i I D TE 9/01/20 { R IONS: X X I I t I I I I I Q I I 8 I I II Q t I w aW� - J L-- L— -----1 L— (-� z � � ► z RIGHTSIDE ELEVATION LEFTSIDE ELEVATION , O Wb.-O SCALE.1/4'-1'.0" PROPOSED SCALEe 1/4'-1'V PROPOSED O O z I w 8NW VARCHrTEM 0 0 fLu z F a w 1e1:D» 0-4 � (� I 0 � �, DWG No. r-�1 0 z 0 ,a z A07 ELEVATION DO NOT SCALE PRINTS xaplan/220053 GENERAL NOTES z 0 1. PATCH&MATCH SIDING AS REQUIRED 0 2. PROVIDE FLASHING AT WALL INTERSECTION.AS PER DETAIL M 3. DECK FLOORING SHALL BE 5/4 x 6 COMPOSITE DECKING BY'TRE)C" W OR EQUAL COLOR AND TYPE SHALL BE SELECTED BY OWNER.G.C. SHALL SUBMIT SAMPLES FOR OWNERS REVIEW AND APPROVAL 4. RAILING SYSTEM SHALL BE"iREX8 OR EQUAL OWNER SHALL SELECT TYPE&COLOR OF RAILING.G.C.SHALL SUBMIT SAMPLES FOR OWNER'S REVIEW AND APPROVAL. v u v Li L:l v F III - o 0 V v ■L:l I Q �d 0 0 � 0 REAR ELEVATION 0 v SCALE:1/4'-1'4r EXISTING 0 �Q p 04 �- C> FINISH SCHEDULE a dN a W�► � w zt� . � j Z °S xti a O .� U p o, 'i I I I � La � z U � 0 Y) 36"io crllOMITE . w i { NS Li Ll M-1 , 1 DATE: 9/01/20 Rom%ISIONS: I i I II WT.MEW.c w-*MTE I I Q \ I I L.AMNS PAD z i REAR ELEVATION z w SCALE:1/4%10' PROPOSED 8 Z0 U W t �. R 1NAL ARCHI MCM c� u z Q IN RM NK Q0 ; �0 i z O o DWG No. � I Q � � z I '-� O D $ a A08 a � 1 u 3 ELEVATION DO NOT SCALE PRINTS Kaplan,/220053 z w 2 x 10 P.T.RIM JOIST 6 ,� 0 MIN. 0 13ALugTER � SPACING AS PER MANUF.SPECS - 2 x 10 P.T.JOIST 3 3/4'MAX. ' SPACING "INVERTED"GALV.J015T METAL m HANGER® EA.DECK J015T v SUPPORTING STAIR (TURN UP SIDE DOY" --- BOTTOM OF 4 x 4 NEVELL "SIMPSON"LSO ADJUSTABLE 5TRINGER CONNECTOR DOUBLE JOIST• 2 x 12 P.T.STRINGER - END PARALLEL TO JOIST FRAMING DECK STAIR STRINGER DETAIL C •� NEWELDETAIL(:D I I Z.- TOP CONNECTION SCALE:NONE 0 00"POSITT=6UARDRAIL SYSTEM u e1'-nor OR EMAL y 4 x 4 P.T.POST IN90tT r� (W-O"O.C.MAX) V GONTIMJOUS FLASHINb 0 (1F'ERM-A-$ARRIER)VEHIND LEDGER EXTEND 12'ABOVE DECKIN S MACK UNDER DOOR SILL PANV >11 5✓4 x b GOMPOSIT!VWKINI6 v VV CONCEALED FASTENERS BP.ALUMINIUM Z-FLASHING M� FIRST FLOOR (TUCK UP UNDER SIDINS I x'AZEK•FASCIA SEAL EACH BC ILT HEAD VV SILICONE I I pl THROt*H BOLT N EY4EL POST _o s I I TO RIM JOIST•DOUBLED DECK JOIST }. I VV(3)1/2'VIA.6ALVANIZED Z � N H23A HURRICANE TIE CARRIAGE BOLTS IN/ (2)ROW 1/2'VIA.HDb.LA6 13Y'SImPWN'•EACH p�.� BOLT LW ViAdcA ER9•Ib'OTC. 2 x 10 P.T.RIM JOIST d w JOIST ON BAC.KSIVE OF 2 x 10 P.T.F'1_L19F1 LEDGER- GIRDER MOT ON SHIM) DOUBLE 2 x14 p�OT�JO1gT Z / 1 x AZBC RI91=R 6ALV.DECK TENVON TIE oG°% I• 10'+/- 6ALV.METAL HANGER DTT1Z BY"gam• 2 x 10 P.T.DECK JOIST•12'04. / - I x'AZEK'FINISH CEDAR STRINSCR •EACH DECK JOIST p7�04 1f COMPOSITE TREAD - --- P.T.SHIM•POST (31 2 x 12 PRF_59iJRlE T1�EAT7=D BIRDER Z / 9/9 HD6 LA6 5GR®�V j I (3'MIN.THREAD PENETRATION) ON BACKSIDE �TO PLAN VV(5'ED Y'V VIA-- HSCAB)ARRIA6E BOLTS a Y�ERS z RI Z 9 - 2 x 12 P.T.CARA6E STRIN6Bt ti I •12'O ./ 2 x b P.T.SCAB BOLTED TO POST H.D.G.STEEL ANGLE NV(2)1/2'VIA.HDb.CARRIAGE BOLTS t V44S ER3 v all/ AtsliCh4ORS•EACH STRINGER b x b P.T.WOOD POST I K ? + \\■ r" ( b.CARRIAGE BOLT WALKWAY(REFER TO DETAIL.) HOUSE FOUNDATION •HDb.POST BASE 12'DIAMETER C-OWREM PIER(4000 P41' ■ '"SIMPSON'•ABU66 P (1=0Rif�V VV"90N0'?L1BE'OR 6QUAU fill 0 o TOP OF PIER FINISH FINISH 6 RADE,PITCH AWAY FROM GRADE I) bRADE 4 II �� II II n I n U 9/9'x 12'HDb.ANGEIOR BOLT ti �t tt t tt it NO.4 HORIZONTAL RIMAR n t (4)NO.4 VERTICAL R24R CONCRETE PIER(4000 PSI) ii ii TIED TO FOOTINS DATE: F001IN6 FORMED ety'&dw!OOT SYZT"• t 9/01/20 USE ENTIRE DEPTH *NO SUBSTITION PERMITTED ( (4) BARS,Ea WAY RED SIONS- (SET ON r.SOLID, t3TVR�SOIL) OF2x12FOR tt tt CENTER CARRIAGE (S)NO.4 HORIZONTAL RMAR ---- STRINGER =�=T = ---V A WOOD DECK SECTION I->r=1'- DECK STAIR STRINGER DETAIL � IV B NOTE:•PIERS SHALL BEAR ON SOLID UNDISTURBED SOIL BELOW FROSTI.INE SCALE:]I/2"-1-0" BASE CONNECTION •REPEAT GIRDER&POST DETAIL AT EACH ROW ' • ALL NAILS(RING SHAN1I AND SCREWS SHALL BE STAINLESS STEEL. •. IN I:mEw •DO NOT NOTCH NEWEL POSTS y _ DWG No. •PIERS SHALL BEAR ON SOLID UNDISTURBED SOIL BELOW FROSTLINE A09 DETAIL Kaplan/220053 GENERAL NOTES ?� z I.ALL ELECTRICAL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL AND NATIONAL FIRE UNDERWRITER CODES AND THE LOCAL UTILITY COMPANY. 0 2.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO CHECK AND 0 VERIFY THAT THE EXISTING SERVICE WILL PROPERLY HANDLE THE 1-+ INCREASED DEMAND FROM THE PROPOSED WORK SHOULD THE CAPACITY OF THE EXISTING SYSTEM PROVE TO BE INADEQUATE, THEN THE CONTRACTOR SHALL SUBMIT A DETAILED PROPOSAL Q� COMPLETE WITH SPECIFICATIONS FOR UPGRADE OR REPLACEMENT. �>` REVIEW WITH OWNER FOR APPROVAL 3.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW AND CONFIRM ELECTRICAL LAYOUT WITH OWNER PRIOR TO START OF WORK REVISE FDCTURE LOCATIONS IF REQUIRED,AS DIRECTED BY OWNER. 4.RECESS LIGHTING FDCTURES SHALL BE SUPPLIED AND INSTALLED BY ELECTRICAL CONTRACTOR.FDCTURE SHALL BE BY OLIGHTOLIEW OR EQUAL AS APPROVED BY OWNER.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW LAMP OPTIONS WITH OWNER -- PRIOR TO INSTALLATION.OWNF..R SHALL SELECT AL?AK&TRIM FINISHES. S.DECORATIVE LIGHT FDCTURES,SURFACE MOUNTED AND HANGING FD(TURES SHALL BE SELECTED AND SUPPLIED BY OWNER FIXTURES w SHALL BE INSTALLED BY THE ELECTRICAL CONTRACTOR AS PER MANUFACTURERS SPECIFICATION. 6.SWITCHES&RECEPTACLES SHALL BEDECORA PLUS OR APPROVED EQUAL REVIEW WITH OWNER ON THE TYPE AND LOCATION OF ANY SPECIALTY SWITCHES,E.G.-DIMMERS.OWNER SHALL SELECT SWITCH AND RECEPTACLE PLATE COVER COLORS. 7.PROVIDE GFIC RECEPTACLES IN WET OR DAMP AREAS,SUCH AS BATHROOMS. 8.PROVIDE DIMMER SWITCHES(REVIEW TYPE)AS REQUIRED BY OWNER. WOOD DECK 9.PROVIDE TELEPHONE AND CAN JACKS THROUGHOUT,AS PER 0 OWNERS REQUIREMENTS. 10.PROVIDE HARDWIRED SMOKE AND CARBON MONOXIDE ALARMS WITH A BATTERY BACK-UP WHERE SHOWN ON PLANS AND AS V REQUIRED BY CODE.ALL ALARMS SHALL BE INTERCONNECTED v SUCH THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL A FAMILY RM THE ALARMS SIMULTANEOUSLY.ALARMS SHALL BE CODE APPROVED AND UL LISTED.PROVIDE A HEAT SENSOR IN THE UTILITY ROOM OR ADJACENT TO THE HEATING EQUIPMENT IN THE BASEMENTAND 0 � v WIRED TO A CENTRAL ALARM SYSTEM.REVIEW WITH OWNER 0 �+ WHETHER FIRE ALARM SYSTEM WILL BE CONNECTED TO A PRIVATE SECURITY SERVICE OR THE LOCAL FIRE DEPARTMENT. 71 yZ LEGEND v rvr Symbol Fixture Type 0 0 O V" I I v0re4jw+r tSLore 08WHO i I Q DOV*4,a.r&""rwI a Ilo u 4 1 �IM�r ftrd"1 VMJLTA*!3 �� �si KITCHEN DINING '\N7 M.BED RM PI ;' I ---7 I 1 i I1 A fU1RAM rI0 caX~UdWr w z Z 8 4——————-I- —————--—- __ Q t1 'AGL r�ourt�rL ecowc"e z X a *411 ---= n c...ee,,�.e LANr,eR►+crwi ~-, a: CAMMA."LAT� � ) A AVUUWrA%M OeC4000M PnXrJM L rwvrorn c.wt:CLWe uprr M *w'*+oN eQeae TRACK LJ46W ELECTRICAL FD(TURE LAYOUT c caveSCALE:1/4"-F-0" FIRST FLOOR L R = n,+ e� �wNr Axnsea DATE: • CONSULT WITH OWNER AND/OR INTERIOR DESIGNER FOR SWITCH LOCATIONS AND LAYOUT �'•`A�`�° 9/01/20 nx vRe swx*f nu0mv r.•ai R SIONS: OUrL*x 1lOG�rACL e M�OUNb rAi�T G+IeGaJtT MfTaRJrTL�twGV fP MlA114*PRp7l4G7'E7 IfaC!*'TACi.E Av OV!!r!'J�MMt/1�C QOOR OMbRA110R f 8 KAMP 0 w eu►T 19W e*rww&uM. ,m,lrTA 72 00WILL M ® NAM �40AP tom. cma�t n�cttrr>�cc rs �'p4q ,HPWA'M CoOMPOLIAI IN RED INK 0 °�pO1iv 0^77 y er�I ML. ) -i DWG No. o E01 vow T»exrxo�e w Ai 0t1CiT Q rADCLR PON ELECTRICAL DO NOT SCAL RINTS Kaplan/220053 a m �2 Opp :�o y � obi � et o �.� � et w'.�;:h t\ •� W � �(! 0 �I 1 4 w W2 O o In it 112, � ° o� �.o �h g �•� o ��U� o �O �W� �"�y�C ���� II � g ^� �tiAU 0004 (j o W[�OEr v1 � �WR00 W wu ti� O tl �5 "C3� � � y� '� ;� � � ��,�N ,� �crj M �"A� r�\�� � �v O[w U �i N •,~i 142 w 33 0.+ U woo do °��'W st t �^� b y � o y o, y o 0 N 0 z o N m a N >- Ixw N o o w a npn�np can m a LuuU S_D o .., a ° � N 11P) 12°go4 BOA �� obi'� GC AQ 0- r coo 10o Z ma m n h r o yJ C 6Z,4yJa e�JO ,��°O� aJ4a,'� N'2 CNN10 N U i t tOi •\ O II _ _ Z =U a.O + 0 J a c °oar 0 ¢, ul) cs O +Yi. N c OC t [ sauld jo,Hob tn r1/ sso LIT w o LS'1'6 w • 00 'v N '✓ W a` 44 o U _ a zs zr - ►� cv a U N 'U JO., O°G Q° o a gyp° o� Cn E-I Jb+ N M /o\m o �Q a 00 a W \ C•� O O O Y • mac' 3 U A o U cl'Lfs � N k O LL uT M s o J N 051 °° W O � + a � �s0 � m • 0 0 0 co o� 0 °' o a Z r ~W� C7�boo O� U �W