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DcP;, L�j /ES7 Y C0045� TCf? #� FEE QATE FOOTf N G FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING RGH PLUMBING GAS SPRINKLER ELECTRIC LOW -VOLT �] ALARM AS BUILT FINAL DATE 1k\Nw-71 �y�p rr • -• live r • ; - Pia APPROVALS ,lone,/ .• • OTHER AS-BUILT/FINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION VILLAGE OF RXE BROOK WESTCHESTER COUNVy, NEW YORK NO. 22-045 Certif irate of (Occupaucp This is to certify that �Lal e Fl s he r of, having duly filed an application on &QUS� c� 20 c;2 1 requesting a Certificate of Occupancy for the premises known as, .� /�i l landa le K 00 , Rye Brook,NY, located in a K" --�)5 Zoninu District and shown on the most current Tax Map as Section: 1 5. ;e' Block: 1 Lot: and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. Q— , issued LO-2- I 20-, 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 following New York State Classifications,Use: /Q"3 ZOne- ` FaI72 /yConstruction: for the following purposes: Fy-ar)4 / V V Q iro ' Kmw oafa Verarodo, rear deo- L Vear pQ*O- ors- made frlor?l 5 rea,r YV o / Ly. 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 height sh 11 be made,nor shall the building be moved from one location to another until a permit to accomplish such change has e o aine uilding Inspector. Building Inspector,Village of Rye Brook: Date: LIAR 2 3 2022 D BUILDING DEPARTMENT For office use only: PERMIT# —/69 VILLAGE OF RYE BROOK ISSUED: -�/— AUG —2 2021 KING STREET,RYE BROOK,NEW YORK 10573 DATE: (914)939-0668- FAX(914)939-5801 FEE:rr3 �i� _— PAU)M VILLAGE OF RYE BROOK HNs».rZebrook.org BUILDING DEPARTMENT 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 ##ft#fifif###i#it}itiiii#}i###iii##tiff;ff#}i##ftifii#i}##}iii#}###ftitiii#ittfiii#tiiiii#########t#iiifi#f#iiifii#itiiiiit#i Address: 1 Occupancy/Use: Parcel ID#:/ ! / _ Zone: Owner: <' Address: P.E./R.A. or Contractor Address:Address: ? �� - _ � fj�C�4/l, . LT �tZ� Person in responsible charge: Address: �(,q,��'4cc�-- ju 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: LL1r:Q2- being duly sworn,deposes and says that he/she resides at tl(/{�Cy'JAl i7� (lTfnt Name of Applicant) (No.and Street) in guir, _r� ,in the County of (.(�Es*c�1F �� _ in the State of� that ih "l'o%�n 'Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the 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:$ yn-7 for the construction or alteration of: Deponent further 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 of any building or premises or part thereof hereafter 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 §250-1 O.A.of the Code of the Village of Rye Brook. Sworn to before me this D Sworn to before me this day of 20_-'� day of , 20 Si a er Signature of Applicant ame of Owner c Print Name of Applicant Notary Public SHARI MELILLO Notary Public Notary Public, State of New York No.01 ME6160063 , ,, 19 Oualified in Westchester County Commission Exnires Janua,129 2U 3 QyE BRC��. 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.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - -- -- - � ��� �A' ^ �ADDRESS . DATE: PERMIT# 6 t ISSUED: t� ECT: BLOCK: LOT: LOCATION: �NwT 11`>� `)l' C C� - ! IL Xx1 i< -OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ,� ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS p L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING [Ji�tROSS CONNECTION FINAL ❑ OTHER QE 4R(bl '9a2 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.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - -- - - - - - - - -- - - - ADDRESS : DATE:2 PERMIT# 1 — ` ISSUED: SECT: 0 - NLOCK: LOT LOCATION: f c. 4� AA16r� &CL�ANCY' ilp� ❑ VIOLATION NOT THE WORK IS...i 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 Q FINAL ❑ OTHER QyE BRC��. BUILDING DEPARTMENT ❑BUILDING INSPECTOR Of 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.ryebrook.org - - - - - - - --- - - - -- - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS. 1 ATE: l J GJ PERMIT#`l ISSUED:�ECT: BLOCK: LOT. LOCATION: I N �J �C�� ��/p��J.� <l� OCCUPANCY: 2\ ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ROUGH PLUMBING i' ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER [�] FINAL PLUMBING '❑ CROSS CONNECTION ❑ FINAL ❑ OTHER E BRcv,�� Village of Rye Brook Public Works and Engineering Department < 938 ICING STREET.RYE BROOK,NY 10573 (914)939-0753 FAx(914)939-0242 INSPECTION REPORT Address: z{ Date: Name: Location: Permit#• Phone: Email: Work being Inspected: Work Inspected is: Accepted Rejected Re-Inspection Required Violation Noted Code Section I °' Code Section: Action Taken Code Section: Action Taken 118 Erosion Sediment Pass Fail Violation 210 Storm Water Pass Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk Pass Fail Violation 213 Steep Slopes Pass Fail Violation 235 Trees Pass Fail Violation 216 Illicit Discharge Pass Fail Violation 245 Wetlands Pass Fail Violation Other: lap'' Fail Violation Notes: a /Y Diagram: Signature QyE BRC��, O� 2m cu � '9a2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR aASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.orl; - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - -- - - -- - - - - - - - - - - - - ADDRESS: 1` CLC7 DATE: Z— PERMIT# \ _� ISSUED: SECT: 3 ,' h BLOCK: LOT: LOCATION: ' "�'�� 1 OCCUPANCY: 2 ❑ VIOLATION NOTED THE WORK IS... q 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 ` i ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE[3RC��, O� 2m '982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ram❑CODE ENFORCEMENT OFFICER 938 KING STREET . RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.Uebrook.org - - - - - - - - - - - - -- - - -- - - INSPECTION REPORT - - - - - - - - - - - - --- --- --- ADDRESS : DATE: PERMIT# , ISSUED:ZV\-� SECT:-!� ' LOCK: - LOT: >� LOCATION: �U`>i `� ` `� t OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION \ I REQUIRED ❑ FOOTING LC,CtO� A' - p FOOTING DRAINAGE ❑ FOUNDATION r" ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: �1� ]` ROUGH PLUMBING f ❑ ROUGH FRAMING l ❑ INSULATION NATURAL GAS �N '(] L.P. GAS — ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E Mak O�` tim QJ>/� ��O•c 1982• BUILDING DEPARTMENT ❑BUILDING INSPECTOR pASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.or - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - -- --- -- - - - - ADDRESS: � 1 ``\(`� \ -�'C.%r� DATE: l � PERMIT# ISSUED:`� ' , ( SECT: BLOCK: LOT: LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... 4" ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION \ f REQUIRED q'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 QyE BRO- '9a2 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 ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - ----- - - - - - ADDRESS : DATE: PERMIT# 221— 1 1 ISSUED: U t� SECT: ' BLOCK: LOT. 1 LOCATION: G} ` OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION \ REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING [2--ROUGH FRAMING 1.)2 c-K( � ❑ INSULATION c ❑ NATURAL GAS ❑ L.P.GAS l.A C ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E 4Ra? o`` tim 1982 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 ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: l'✓'1�` ���Z-- - 1 DATE: 0 PERMIT# �E�( l� - t v ( ISSUED:440ECT: 13 S01Z'2--lBLOCK: 1 LOT:? LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED FOOTING !i• FOOTING DRAINAGE C❑ 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 BU1LDjN4_biiAP.TMENT D VILLA44 OF RYE',IROOK 938 KING7k ET RYF BRwK,NY 10573 Sip 2 6 2019 (914)9 - 8, (9Y4) 39-5801 W".ry 0k cirg VILLAGE OF RYE BROOK BUILDING DEPARTMENT *********************************************************************************************************** FOR OFFICE USE ONLY: L� Approval Date: OCT 2 3 2019 Permit � - �� ; Application# 1� �� �� rr Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: Date: Q BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary• ZBA Approval Date: Case# Other: Amendment Fee: ermit Fee: U L APPLICATION TO AMEND APPROVED PLANS Application dated: 11 is hereby made to the Building Inspector of the Village of Rye Brook,NY,to amend the approved plans associated with an existing open permit,and/or from any prior approvals granted by the approval authority as per detailed statement described below. l. Job Address: ��q 6 { i I a n G 12)c;>a AExisting Permit#:t? 19 ^ (Q5 2. Parcel ID#: — — Zone:?_�_V Original pprov Date: 3. Prop sed Amendment(Describe in detail), r r .V 4. Property Owner: Address: //__ Phone# Cel # - e-mail ( .Gory Applicant: _. Address: Phone# Cell# e-mail e, Architect/Engineer: Address: Phone# 14 - m Cell# e-mail I•t 5. Occupancy;(I-Fam..2-Fam.,Comm.,etc...)Prior to construction: M After construction: 6. Will the proposed amendment require the installation of new,or an extension/modification to an existing automatic fire suppression system?(Fire Sprinkler,ANSL System, FM-200 System,Type I Hood,etc...)Yes:_No:u(if yes,you must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineere plans) 7. Will the proposed amendment disturb 400 sq. ft. or more of land,or create 400 sq.ft.or more of impervious coverage requiring a Storm water Management Control Permit as per§217 of Village Code?Yes:_No:�Area: 1 3/21/19 li. will the proposed amendment require a cite Plan xevtew by the vwage Planning tioard as per�2uv of village uode't Yes: No:_)<"'(if yes,you must submit a Site Plan Application,&provide detailed drawings) 9. Will the proposed amendment require a Steep Slopes Permit as per§213 of Village Code Yes: No:Y(ifyes,you must submit a Site Plan Application,&provide a detailed topographical survey) 10. Is the lot located within 100 ft of a Wetland as per§245 of Village Code? Yes: No:—V(if yes,the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 11. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes: No: (if yes,the area and elevations of the flood plane must be properly depicted on the survey&site plan) 12. Will the proposed amendment require a Tree Removal Permit as per§235 of Village Code?Yes: No: (if yes,you must submit a Tree Removal Permit Application) 13. Does the proposed amendment involve a Home-Occupation as per§250-38 of Village Code? Yes: No If yes,indicate: TIER I: TIER II: TIER III: (if yes,a Home Occupation Permit Application is required) 14. Will the proposed amendm t re m additional square footage to the building or subject structure,and if so,provide such additional footage here. , (Please submit additional Bulk Regulation Application Pages for review) 15. What is the total added cost of the work associated with the amendment: $ Ajo — n c--Ovc fro or (The estimated cost shall include all site improvements,labor,material, scaffolding,fixed equipment,professional fees,including any material and labor which may be donated gratis.) 1 16. N.Y. State Construction Classification:_ —N.Y. State Use Classification: 17. Estimated date of completion: �� ��r 0 Z 0 This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer& signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided.Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void,and will be retumed to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: 111t e/� �c r.+/j,being duly swom,deposes and states that he/she is the applicant above named, (print name of dividual figning as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the 4 JtML-- i4 ier for the legal owner and is duly authorized to make and file this application. Jndicite architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations.By signing this application,the property owner furtherdeclares that he/she has inspected the subject property,and that to the best of his/her knowledge there are no roof drains,sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this Sworn to before me this day of � 20) day of , 20 SiEf tPrgoerity ner Signature of Applicant wn r Print Name of Applicant is Notary Public 2 ALEXANDRA H.FRANK Notary Public,State of New York No.01FR6363711 Qualified in Westchester County commission Expires August 28,2t)2�1 BUiLD.t b PARTMENT VIL E OF RYE O0K D (� 938 KING 9'P ET RYE B116k,NY 10573 l� UMVIED (914)9 � 8. vi94 ,939-5801 NOV _ 2019 w o k r VILLAGE OF RYE BROOK FOR OFFICE USE UNLI': DEC 1 9 2019 .approval Date: ermit I � — I� Application# C� Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: ; Date: BOT Approval Date: Case# ; Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# y Other: Amendment Fee: Permit Fee: APPLICATION TO AMEND APPROVED PLANS Application dated: � 19-is hereby made to the Building Inspector of the Village of Rye Brook,NY,to amend the approved plans associated with an existing open permit,and/or from any prior approvals granted by the approval authority as per detailed statement described below. 1. Job Address: ??7 41 I (� P'�dO Existing Permit#: t5p_ III— (0 + 2. Parcel ID#: Zone: Original Approval ate: 3. Proposed Amendment(Describe in detail): r 4. Property Owner: Address: Phone# Cell 13 Applicant: 5 Address: Phone# Cell# e-mai 15 Plmezom Arch itect/Engineer: O Address: d Phone14 Cell# W e-mail r P-40 I a , 5. Occupancy;(1-Fam.,2-Fam.,Comm.,etc...)Prior to construction: After construction: 6. Will the proposed amendment require the installation of a new,or an extension/modification to an existme automatic fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...)Yes: No: (if yes,you must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 7. Will the proposed amendment disturb 400 sq. ft. or more of land,or create 0 sq.ft.or more of imp/e^rvio s coverage requiring a Storm water Management Control Permit as per§217 of Village Code?Yes No:_Area: I 3/21/19 8! Will the proposed pnendment require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: (if yes,you must submit a Site Plan Application,&provide detailed drawings) 9. Will the proposed amendment require a Steep Slopes Permit as per§213 of Village Code Yes: No:_i(ifyes,you must submit a Site Plan Application,&provide a detailed topographical survey) 10. Is the lot located within 100 ft of a Wetland as per§245 of Village Code? Yes: No:—Y(if yes,the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 11. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes: No: (if yes,the area and elevations of the flood plane must be properly depicted on the survey&site plan) 12. Will the proposed amendment require a Tree Removal Permit as per§235 of Village Code?Yes: No: >(—(if yes,you must submit a Tree Removal Permit Application) 13. Does the proposed amendment involve a Home-Occupation as per§250-38 of Village Code? Yes: No:x If yes,indicate: TIER I: TIER II: TIER III: (if yes,a Home Occupation Permit Application is required) 14. Will the proposed amendyn1t result in additional square footage to the building or subject structure,and if so,provide such additional footage here. A,rA► N (Please submit additional Bulk Regulation Application Pages for review) 15. What is the total added cost of the work associated with the amendment: $A24ac"e- (The estimated cost shall include all site improvements,labor,material,scaffolding,fixed equipment,professional fees,including any material and labor which may be donated gratis.) 16. N.Y. State Construction Classification: i�) N.Y. State Use Classification: 17. Estimated date of completion: L f Y 1Nelr070 This application must be properly completed in its entirety by a N.Y.State Registered Architect or N.Y.State Licensed Professional Engineer&signed by those professionals where indicated.It must also include the notarized signature(s)of the legal owner(s)of the subject property,and the applicant of record in the spaces provided.Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void,and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: being duly swom,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code ofthe Village of Rye Brook and all other applicable laws,ordinances and regulations.By signing this application,the property owner furtherdeclares that he/she has inspected the subject property,and that to the best of his/her knowledge there are no roof drains,sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this o) Sworn to before me this day of Cf day of , 20 Sign=own,, Signature of Applicant Print Name of Applicant Notary Public ` \ Notary Public SHARI iAEULLO 2 Notary Public,State of New York No.01 ME6160063 Qualified in Westchester County Commission Expires January 29.20 sntit9 BUILDING DEPARTMENT p [E C E� V VIL AGE OF RYE BROOK 938 KING WET RYE BRoM, NY 10573 AUG - 6 2021 (914)939466$P yrX(914)939-5801 VILLAGE OF RYE BROOK www, ° k'Or BUILDING DEPARTMENT :.**•*******s***s*ss*•s****s***•s**ss«s**re*s**ss*s***s****•rs***ss*********s***********..:**es***s***s**** FOR OFFICE USE ONLY: Approval Date: SEP 2 7 # Application# Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: : Date: Z BOT Approval Date: e# ; Chairman: PB Approval Date: Case# ; Secretary. ZBA Approval Date: Case# Other: Amendment Fee:1Q�� . Permit Fee: ***********�***rs*•********************rr*******rs#**•**s******4*********s*****s*********►*********s******* APPLICATION TO AMEND APPROVED PLANS Application dated: /o is hereby made to the Building Inspector of the Village of Rye Brook,NY,to amend the approved plans associated with an existing open permit,and/or from any prior approvals granted by the approval authority as per detailed statement described below. 1. Job Address: µ� <l��ti, �- ,ram Existing Permit#:zj 2. Parcel lD#: /3 j, ? / — Zone: Original Approval Date: : _z5 2 3. Proposed Amendment(Describe in detail): "h,-t•o 0 4. Property Owner: Address: fs<c /i•tir)ff C.g�_ /2 J7 Phone# �_La-5?,3- Cell# e-mail E�r f5.�f t.c t , c--.-, Applicant: i_ Address: c, Phone# Cell# e-mail Architect/Engineer: Address: Phone# Cell# e-mail 5. Occupancy,(1-Fam.,2-Fam.,Comm.,etc...)Prior to construction: After construction: 6. Will the proposed amendment require the installation of a new,or an extension/modification to an existing automatic fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...)Yes: No: A (if yes,you must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 7. Will the proposed amendment disturb 400 sq.ft.or more of land,or create 400 sq.ft.or more of impervious coverage requiring a Storm water Management Control Permit as per§217 of Village Code?Yes:_No:_J,_Area: I 3/21/19 8. Will the proposed amendment require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No:',?�__(if yes,you must submit a Site Plan Application,&provide detailed drawings) 9. Will the proposed amendment require a Steep Slopes Permit as per§213 of Village Code Yes: No: � (ifyes,you must submit a Site Plan Application,&provide a detailed topographical survey) 10. Is the lot located within 100 ft of a Wetland as per§245 of Village Code? Yes: No:_,,k—(if yes,the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 11. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes: No:,/ (if yes,the area and elevations of the flood plane must be properly depicted on the survey&site plan) 12. Will the proposed amendment require a Tree Removal Permit as per§235 of Village Code?Yes: No:�_(if yes,you must submit a Tree Removal Permit Application) 13. Does the proposed amendment involve a Home-Occupation as per§250-38 of Village Code? Yes: No:_,&- If yes,indicate: TIER I: TIER H: TIER III: (if yes,a Home Occupation Permit Application is required) 14. Will the proposed amendment result in additional square footage to the building or subject structure,and if so,provide such additional footage here. C�a7 (Please submit additional Bulk Regulation Application Pages for review) 15. What is the total added cost of the work associated with the amendment: $ erZ_'D - (The estimated cost shall include all site improvements,labor,material,scaffolding,6xed equipment,professional fees,including any material and labor which may be donated gratis.) 16. N.Y.State Construction Classification: N.Y.State Use Classification: 17. Estimated date of completion: Lac^ r This application must be properly completed in Its entirety by a N.Y.State Registered Architect or N.Y.State Licensed Professional Engineer&signed by those professionals where indicated.It must also Include the notarized signature(s)of the legal owner(s)of the subject property,and the applicant of record in the spaces provided.Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void,and will be returned to the applicant.Please note that application fees are non-refundable. STATE OF NEW YORY,COUNTY OF WESTCHESTER ) as: j"1,4,) �i /�'Q/> - ,being duly sworn,deposes and states that he/she is the applicant above named, (pint name ofVndi,q dual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief;and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code ofthe Village of Rye Brook and all other applicable laws,ordinances and regulations.By signing this application,the property owner further declares that he/she has inspected the subject property,and that to the best of his/her knowledge there are no roof drains,sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this ( 4f2 Sworn to before me this day of day of , 20 Sign lure Signature of Applicant t Nainc of P Owner Print Name of Applicant Notary Public Notary Public 2 SHARI MELILLO Notary Public, State of New York No.01 ME6160063 Oualified in Westchester County 3/21/19 Commission Exoires Janua29 2003 $-4-.42w i$i44to tl4;$; $; $;tt;t;$: t$ tott;-$:t4; 4;4 t,4=$;$i N � 01 N � r G = F can � a= '" -8. a 16) 3 � J 3 Q p a z 06 • � � >. Q w J co 00 = � F. 110 V1 C r. z rz o a (� 0=4 za, - ' �t Ci F OC w > c m Z it Q oc oZ z _ — fin a $: Z F Z o < z u c $= ' y� 13RCv D �� �� BUIL E MENT �C v VIL E OF RYE OK NOV 21 2019 938 Knv ET RYE 13 ,NY 11113 (914) 939-5801 VILLAGE OF RYE BROOK or BUILDING DEPARTMENT ELECTRICAL PERMIT APPLICATION Westchester County Master /Electricians License Required FOR OFFICE USE ONLY BP#: I I U/ EP#: I I Approval Date: NOV 2 5 1019 Permit Fee: $ f Approval Signature: Other: Disapproved: (fees are non-refundable) ************************************************************************************************** Application dated, //- Ll::z is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment, wiring, fixtures ,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal, State,County and Local Codes. 1.Address: .�7 A��Q���Cr Kd SBL: I.26• Z8-- ( "3� Zone: 2.Property Owner: �A��ill +-i 1c �e r Address: 1/4o W� aEj Phone#: Cell#: email: Did-k ls(t wle - Cp,-, 3.Master Electrician: l ei S �,link. Address: ' �oZrP-Ate. ,g� 0c 4G /bbo l Lic.#: C-Zb� Phone#: �}I t{-lo3ie 5�© Cell#: email: t'ac►•veI(c�o-kr4ci4b14V-- ik -Co— Company Name: A Ark,.:+ Id E-T e c-4+1 Address: yE, e='1� t. pm, J2�cW2 LCBtS� 4.Proposed Electrical Work/Fixture Count: t`t%/n 144-t k-t t. , parArc i, yt?'e da.f.f-6-ar; I s r aka I ovF�-.� �c.xe STATEpp((F NEW YORK,COUNTY OF WESTCHESTER ) as: (14X) a l�lU/l.t�414-1 being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) 0 /� /f ,�,, state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the l an: L e(e(4neC.�' C�rW?w�� for the legal owner and is duly authorized to make and file this application. (indicate architect.contractor.agent.attorney.etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to me this /��' Sworn to before me . da Z ,20 lcT. day of his 20 Sign re of roperty Owner Signature of Ap ilicant int Name of Prope 1 Owner Print Name of p Ic otaryPublic SHARI :AELILLO Notaryp��h� CATER��TA L MASSAREGu Notary Public,State of New York Notary Public,State of New York No.01 ME6160063 No.01MA504so69 Qualified in Westchester County nn�� Qualified in Westchester Courdy Commission Exoires January 29.20�L Commission ExpimsAugua 14,2= znvro STATEWIDE • 1080 Main Street,Fishkill, NY 12524 1 email:• • SWIS JOB APPLICATION ;. 1 914.219.1062 • • • Office Use Elect.Permit# Date Bldg Permit# Utility ID# Final Certificate# City/Village Zip Township County Address Cross Street Section Block Lot Owner Name/Address(if different than above) Contact Number ❑Basement ❑ 1st Fl. ❑2nd Fl. ❑3rd Fl. ❑More Than 3 Fl. ❑Garage ❑Attic ❑Outside ❑Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Incandescent Fluorescent SERVICE Amperage Voltage 1 P 3P #Meters #Disconnect ❑Underground ❑New ❑Reconnect ❑Overhead ❑Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information NOV 21 2019 VILLAGE OF RYE BROOK BUILDING DEPARTMENT This application is valid for one(1)year from the date received by SWIS.This application is intended to cover the above listed items to be Inspected,if at any time of inspection additional items have been installed,you are authorized to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there Is no open applications for the above address with any other Inspection company.The applicant owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# Company Name Date Signature Address City/State Zip Code License# Phone# State Wide Inspection Services 1080 Main Street Fishkihkill, NY 12524 To'VK/ orb 845 2 Phone 914-219-119-1062 Fax STATE WIDE INSPECTION SERVICES Email: office@swisny.com Website: www.swisny.com Service With Integrity BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: A Perfect Goldman Electric Philip Fischer&Stephanie Fischer 48 Potter Avenue 37 Hillandale Road New Rochelle, NY 10801 Rye Brook, New York 10573 Located at: 37 Hillandale Road Rye Brook, New York 10573 Section: Block: Lot: Electrical Permit Number: 19-321 135.28 37 Certificate Number: 2020-4808 Building Permit Number: 19-169 A visual inspection of the electrical system was conducted at the Residential occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at: 37 Hillandale Road Rye Brook, New York 10573 The Basement, First Floor,Second Floor, and Exterior were inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation, as set forth below,was found to be in compliance on the 5th day of January 2021. Name Quantity Rating Circuit Type Receptacles 03 GFCI 02 Switches 10 Dimmers 05 Hood 01 Freezer 01 Cooktop 01 Oven 01 Dishwasher 01 Refrigerator 01 Disposal 01 Microwave 01 Wine Cooler 01 Luminaires 30 AFCI Circuits 03 15AMP LED Under Cabinet Lights 02 Name Quantity Rating Circuit Type Exterior Dimmer 01 Single Pole Switches 05 Ceiling Fan 01 Recessed Luminaires 10 GFCI 05 Sconces 05 Luminaire 01 Landscape Lines 02 Circuit for Future Hot Tub 01 60AMP 220V A A-11 1 f Officer: Frank J. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. Page 12 O OD , s 1 N ~-• 'r x M \ Dr Ro or co w a = _ s C �T•I F' d �' u u U m E Z z W6 96 - Z - W z a ►--� A � = V� ate„ c .� = N r.•� Q 3 � a o goo _ • p C�C� � OML� BUILDING DEPARTMENT VILLAGE OF RYE BROOK MAY 2 5 2021 938 KING STREET RYE BROOK,NY 10571VILLAGE OF RYE BROOK (914)939-0668 FAX(914)939-5801 BUILDING DEPARTMENT www.ryebrook.org PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY 1s F _ 9— PP#: MAY 2 6 2021 Approval Date: k, Permit Fee: $ r Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install an or remo a Plumbing as per detailed statement described below. The applicant&property owner, by signing this document agree that said plumbing work will be in conformance with all applicable Federal, State,County and Local Codes. 1� ].Address: 37 Hillandale Road SBL: 135.28-1-37 zone: des 2.Proposed Work: Legalization of Gas line to range and waste and water line to sink in same location. 3.Property owner: Philip & Stephanie Fischer Address: 37 Hillandale Road Phone#: 917-533-3989 Cell #: email: 4.Master Plumber: Sal Morlino Address: 1 Bonwit Road Rye Brook NY 10573 Lic.#: 725 Phone#: 914-260-1592 Cell#: email: salvatoreserious@gmail.com Company Name: Westchester Plumbing And Heating LLC Address: 1 Bonwit Road Rye Brook NY 10573 INDICATE FIXTURES& LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement I st Floor 1 1 2nd Floor 3`d Floor 41 Floor 5d'Floor Exterior 5.* List Other Equipment/Provide Details: Work was done without a permit and without homeowner knowledge. (Notarized Signatures Required Next 2 Pages) 3/21/19 BUILDING DEPARTMENT D IE C r= � VV/ VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 MAY 2 5 2021 (914)939-0668 Fax(914)939-5801 �N�k�N.rN el)roo k.o r(_), VILLAGE OF RYE BROOK BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE§216- STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT. STATE OF NEW YOM COUNTY OF WESTCHESTER ) as: ,l, Philip Fischer ,residing at, 37 Hillandale Road (Print name) (Address%%here you lko being duly sworn, deposes and states that(s)he is the applicant above named, and further states that(s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; 37 Hillandale Road , Rye Brook,NY. (slob Address) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief, that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. (Si rulx O�%ner(s)) Philip Fischer (Print Name of Property Os%ner(s)) Sworn to before me this 1-7 r ty'vttrr; r L �# �1 �tGvunttY day of ,/17,tj,,!- 20 2/ t� (Notary Public) -3- 3/21/19 STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Salvatore W Morlino ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Contractor for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this /7 Sworn to before me this day of day of /Lt gy ,20 7—/ 1pr* f Pro erty OwnerSignature of Applicant � �' a' 't ame o rope Owner Print Name of Applicant Notary Public � Notary Public �y�1Q �. � � Pts : �1~ '��t;w� Q� 1WO�u�Y f;;:�ii�e�r.vlrt>A1e�AMl/�� 1,�--r' N". � 3,�L.•— This a �catwii iiiu,"t Lk: properly completed in its entirety and must incott of. I Izcu SIIIualure(s)of the legal owner(s) of the subject property, and the applicant of record in the spaces provides'. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. -2- 3/21/19 L A NGA N Technical Excellence Practical Experience Client Responsiveness December 5, 2019 Mr. Michal Nowak Supt. of Public Works 938 King Street Rye Brook, New work 10573 Re: Stormwater System Certification 37 Hillandale Road Rye Brook, New York 10573 Langan Project No.: 190053101 Dear Mr. Nowak: Langan prepared an Existing Conditions, SESC and Drainage Plan dated July 30, 2019 for the exterior building improvements for an existing residence located at 37 Hillandale Road. Our office performed a site visit on December 411, 2019 and December 51, 2019 to verify the installation of the stormwater management systems. Per our site visits, the subsurface stormwater management systems appear to have been substantially installed in accordance with the approved plans. Should you have any questions please feel free to contact our off;ce. Sincerely, Langan Engineering,Environmental,Surveying, Landscape Architecture,and Geology,D.P.C. /14W. Michael Finan, PE LEED-AP Senior AssociateNP CC:Pat Ripa (Langan) Mangan comldata\WPWdata1U9D053101\CutboundWillage of Rye Brookt2019-12-05 Stormwater CertificationV019-12-05137 Hillandale Ave)Stormwater Cem+ication I etter t0 Village docx One North Broadway, Suite 910 White Plans. NY 10601 T: 914.323.7400 F: 914.323.7401 www.langaii.com New Jersey • New York • Connecticut • Pennsylvania Washington, DC Virginia • West Virginia • Ohio • Florida • Texas • Arizona • California Abu Dhabi Athens • Doha Dubai • London • Panama Building Permit Check List&Zoning Analysis ``Address: . L-k-.k i- A A C.-Z—; —2�x�- SBL: Zone -1- Z5� Use Z o Const Typed Other. Submittal Date: y 15 Revisions Submittal Dates: Applicant: Nature of Work: Y . Z ST`> &:' M o C AM o��ti Vt t zCZ �+•a�.4 -��Jn Lam. , �/JS� �c2 Llrr. '�L�l�l--`-'���-D n� -l Z Ate+CT� N t't w F� +•-'2 Reviews:ZBA: A P R - 8 2019 PB: BOT: Other. OK ( ) FEES:Filing: 7T BP: S 270 Le, C/O: Legalization: ( ) (,a/APP: Dated: ✓ Notarized: ✓SBL: ✓Truss I.D. ✓Cross Connection: -'- H.O.A.: (� ( ) Scenic Roads: Steep Slopes: Wetlands: Stone Water Review: Street Opening. ( ) ( ) ENVIRO:Long. Short: Fees: N/A: ( ) (•�f SITE PLAN:Tops ✓ Site rotection: S/W Mgmt.: Tree Plan: Other. ( ) (�SURVEY:Dated: Z t Current: f Archival• Sealed- Unacceptable: ( ) (� PLANS:D Stamped42, ✓ Seal ✓ Copies: Electronic ✓ Other. License: Comp.Waiver. Other.CODE 753#: -' Dated: N/A: HIGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H.W.I.C.:_Battery:_Other. (Jf ( ) 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. O O 20I6 NY State ECCC: N/A: Other. Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. ( ) ( ) Other. (-�'ARB mtg.date: ti t Z L9 approval:- T notes: 2s ( )ZBA mtg.date: approval:- notes: ( )PB mtg.date: approval: notes: REQUIRED EXISTING PROPOSED NOTES Ana: zS- k. _.,;`+,6 4 4 - Dh, Circle: L 2 S ' r t-L - AOZ Fron a gt.i> l (o•13 - pF, Front" Front: I_5 Al. 170. 3, I.SS lit_ Sides: l r 0 3d Rear. 4 o y► 'f l^Z 1 o Main Co v Pill, •1 3•? OL Accs.Coo.: , •> Ft.H Sb: , t 2-S _ O Sd.H Sb: t ,30 •33 _ - I,� _ Ohl- QFA. t z t � (0 55 Z la7Z-- Tot Z 1 J ( -Z t O-L 6 Z(elf l FtFt Imn: Z Z- g - L6- P Z Height/Stories: 7- 150 notes: tr2 o A4V S — 2 1/N V—A LA* J , 11 II Building Permit Check List&Zoning Ana!Xsis Address: '7 _T2 D SBL: Zone:I Z-2� Use: 2 Const.Type Other. LA—Z 4L-t Z. y o► j Submittal Date: �(D Z Revisions Submittal Dates: Applicant: S G gepL Nature of Work. L R 4 A L I-L- l-iT t. 0"a Reviews:ZBA: AUG 1 0 2021 PB: BOT: Other. hMF� OK ( ( ) FEES:Filing. l z S1�.�-� BP: C/O: Legalization: to 10}L> . -- ( ) APP: Dated: ✓T�otarized: SBL: -- Truss I.D. Cross Connection:�H O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) ( ) ENVIRO:Long. Shore Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection S/W Mgmt.: Tree Plan Other: ( ) (�SURVEY:Dated: Current: Archival: Sealed: Unacceptable: ( ) ( ) PLANS.Date Stamped: Sealed: Copies: Electronic Other. ( ) ( ) License: Workers Comp: Liability Comp.Waiver. Other. ( ) ( ) CODE 753#: Dated: N/A: ( ) ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit: N/A Other. ( ) ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H 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. O O 2020 NY State ECCC: N/A: Other. ( ) ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER C/O DENIAL LETTER: Other. ( ) ( ) Other. (4 A mtg.date: 8 1� Z S approval 2/11 Ll notes: ( )ZBA mtg.date: approval• notes: ( )PB mtg.date: approval;- notes: pppoy REQUIRED EXLSITNG PROPOSED NOTES 20211 A Date: Cirde: Ewarugr, EMW Front: Sides: RAW Main Cor. Accs.Cor. Ft.H S S Sb: S� Tot,Imp EIMP: P Height/Stories: notes: VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET,RYE BROOK,NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Tuesday, September 21, 2021 NAME & LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 5 Berkely Drive Roof Top Solar Array Consent 5253 (Goldstein) Agenda 69 Rock Ridge Roof Top Solar Array Consent 5254 Drive Agenda 39 Mohegan Lane 6' High White Vinyl Consent 5255 Privacy Fence Agenda 12 Rock Ridge Roof Top Solar Array Consent 5256 Drive (Parton) Agenda 64 Tamarack Roads New 6' High White Vinyl Consent 5257 Privacy Fence Side Yard Agenda 50 Bowman Ave New Patio, Walkways, Consent 5258 (Espinosa) Entry Steps Front& Rear, Agenda And New Exterior Door Change 7 Mark Drive New Window @ Rear Consent 5259 Pomanella Elevation To Facilitate Agenda Interior Renovations 980 King Street Amendment Legalization 5260 (Perez) To Prior Approval (Window, Door& Fence) 10 Old Orchard Legalize Rear Masonry 5261 Road(Maitland) Patio& Steps 37 Hillandale Road Legalize Hot Tub on 5262 (Fischer) Existing Patio �✓� Jv`<- 40 Tamarack Road Legalize Deck Stairs and 5263 (Grimm) Hot Tub 9 Phyliss Place 2nd Story Addition 5264 (Yamada) ML NM MR SE JM SF AC MI KC B ILD N DEPARTMENT D =- 3 U ` " U I G N VILLAGE OF RYE BROOK 938 KING STREET RYE BRooK,NY 10573 (914)939-0668 FAX(914)939-5801 VILLAGE OF RYE BROOK wh-wj-yebrooI,.ore BUILDING DEPARTMENT 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 t� check list will be removed from the ARB agenda. � Job Address.- 1 i I I Q Get l P)Ot i� Date of Submission: Parcel ID#: l-1,7 5.26-1- �?q Zonc: n- It-7 Proposed Improvement(Describe in etail): APPLICANT CHECK LIST: �I Us'i, BE COMPLETED BY THE APPLICANT I_ The following items must be submitted to the Building Gl1 Department by the applicant-no exceptions. m 1. (X)Completed Application 2. (X)Two(2)sets of sealed plans. (,one bill size Imammuin Property Owner: allowable plan sire 36 !x 42C)and one I I-ilT) 3. (X)Two(2)copies of the property survey. Address: 4. (X)Two(2)copies of the proposed site plan. Phone# ?j�,� gj� 5. (X)One electronic/disc copy of the complete Applicant appearing before the Board: application materials. b. (X)Filing Fee. 7. ( )Any supporting documentation. 8. ( )HOA approval letter. (if applicable) Address: 9. ( )Photographs. Phone# — 10.( ) Samples of finishes/color chart. (a sample board or I M1 Y1 1frLA model may be presented fire night o(the meeting Architect//Engincer. , Phone#—I F2i ro-�D?-v-�-)-j 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. i SkNom to before me this '' IN Sworn to before me this day of , 20_h_ day of 20 Si re of Pro rtv Owner Signature of Applicant Print Name f Propert wrier Print Name of Applicant tary Public Notary Public AL.EXANDRA H.FRANK�,re' u I I� III Notary Public,State of New York No.01FR6363711 Qualified In Westchester County 3/21 n 9 Commission Expires August 28,20 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T)939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, April 17, 2019 NAME&LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 35 Country Ridge Dr New 6Ft Cedar Privacy Consent 4700 (Kaufinan) Fence Agenda 2 Bonwit Road Amendment to prior Consent 4701 (Campbell) Approval (Change to Agenda Hardeplank Siding& Extend Eaves) 21 Long Ledge Dr New Windows 4702 (Little) 181 North Ridge St 1 Story Detached Garage 4703 (Conover/Figuera) Addition i 44 Rock Ridge Dr Amendment To Prior 4704 Approval(Windows) 9 Elm Hill Drive New Windows, Front Door, 4705 (Sykes) Interior Alterations 37 Hillandale Road Front Two Story Addition, 4706 (Fischer) Rear Open Veranda& \ M A Porch, Rear Deck, Patio, & J Walks 7 Talcott Road Replace Existing RR Tie 4707 (Ambati) Wall w/Stone CMU 9 Maywood Ave New Rear Deck 4708 (Hyle) 18 Ridge Blvd Amendment to Prior 4709 (Pugilese) Approval (Portico) 6 Hunter Dr (Mutis) Rear 1 Story Addition& 4710 New Rear Deck 31 Longledge Dr Expand Upper Rear Deck& 4711 (Lazarus) Renovate Lower Deck ML ✓ NM MR y. SE JM r SF AC MI JB 5 Garibaldi Place( Legalize Deck Expansion& 4711 Quiles) Concrete Walk Side Of House To Rear 80 Windsor Road Replace&Expand Existing 4712 (Breen) Rear Deck ML NM MR SE JM SF AC MI JB VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Tuesday, June 25, 2019 NAME&LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.0 40 Tamarack Road Install Temporary Prefab Consent 4749 (Grumm) Above Ground Swimming Agenda Pool 5 Parkridge Ct New 4ft High Black Consent 4750 (Wishnow) Aluminum Fence Agenda 19 Bonwit Road 2nd Story Addition, 1 st 4751 (Kulekofsky) Story,New Front Porch& Rear Deck 37 Hillandale Rd Amendment to Project 4752 (Fischer) (permit not yet issued) 173 Country Ridge Demo Existing House and 4753 Dr(NDRB Construct New One family, Development) New Swimming Pool 980 King Street New Driveway Pillars 4754 (Perez) w/Lights, Driveway Expansion& 6ft High PVC Privacy Fence 52 Tamarack Road New Rear Yard Deck 4755 (Miranda) 14 Whippoorwill New Rear Deck&Patio 4756 (Martel) 138 S. Ridge St New Illuminated Sign& 4557 (Win-Ridge) Fabric Awning "Compass" 34 Woodland Drive New Windows,Doors,& 4758 (Tokarz) Siding ML NM MR SE JM SF AC MI JB . VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, October 16, 2019 NAME&LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 5 Boxwood Place Reconfigure Driveway and Consent 4834 (Biderman) Front Walk Agenda 9 Winthrop Dr New Post Rail &Rail Fence Consent 4835 (Geller) Along Side, 2 Black Agenda Aluminum Gates 6 Country Ridge Dr Extend Existing White Vinyl Consent 4836 (Scala) Fence Forward. Agenda 3 Fairlawn Pkwy Roof Top Solar Array Consent 4837 Agenda 37 Hillandale Rd Amendment To Prior 4838 (Fischer) Approval 33 Hawthorne Ave New Windows,New Doors, , 1 4839 (Surendra) &Remove Front Porch 16 Jennifer Lane 2nd Story Addition,New 4840 (Martino) Front Portico &Exterior Alterations 28 Talcott Road Replace Rear Deck,New 4841 (Goodman) Patio Doors 37 Country Ridge Dr Replace Rear Deck 4842 (Skurnick) 499 Ellendale Road Exterior/Interior Renovations 4843 (Capocci Realty) ML NM v' MR SE JM SF AC MI JB • VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F)939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, December 18, 2019 NAME&LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 5 Mark Drive 4' High Black Chain Link Consent 4853 (Bernstein& Fence Agenda Hoffman) 761 King St(St Legalize Parking Lot Consent 4854 Paul's Church) Clothing Drop Box Agenda 235 S. Ridge St Roof Top Solar Array& Consent 4855 (Reyes) System Agenda 50 Valley Terrace Legalize Rear Window Consent 4856 (Fucci) Added To Elevation Agenda 226 S. Ridge St Legalize Rear One Story Consent 4857 (Tucci) Addition and a Storage Agenda Shed. 37 Hillandale Rd( Amendments To Prior 4858 Fischer) Approved Application yl^2 3 19 Talcott Road Rebuild Existing Deck& 4859 (Gambada& Master Bath Alterations Lamard 570 Westchester Ave New 2 Family Modular 4860 (568 Westchester Home Realty) 65 Rock Ridge Dr Rear Addition,New Patio, 4861 (Ayala) Steps, Landing&New Patio Door ML NM MR SE JM SF AC MI JB �I' r f AM �r a rt 1 4/ ,u `M n iN1 Y� � /ilk- � �� ,�yf"�I��►�� All,� 5 � f WE dr�• _. P,i Y ' •� lip /• �! xx , a � N aagg x r i .�..ram � � � - "" - � ""►`�=� �` I �'�4�a't���lll.�.w "Aldt'.. _ •� dQv. i e F'S S _ t 4 ° � m �•� may: _\� ��'y► ""fir. �v w�. ':� y K '.z t7 �!r •. R ` { }� Jlkj �f6 R WNWmom- F 3 i �rI 3g If � t kall 4 lb 3 rsrya a� a ,a lot,�• f• I' ... r e st A 'u• � it � N Composite Decking Products&Materials TimberTech https://www.timbertech.com/products/decking Amazon Mist PRO Tropical Collection Add to Cart Add to Cart 1-n.Same FWE 24L Sable SS,1, Antigua Gold PRO Tropical Collection Add to Cart Add to Cart 4iR Sale HKE 17 of 30 10/16/2019,6:38 PM - 1 �r M s � s 0 � � `V w� t I i II pia� 'ltct I` -r � Y .,t I ° a.'d .tr. >.i• � =' I '" W4i T� - �rl dr A'I r-b:.' I rl�t� �I. rfI •l� ���a �� �:_ REGAL STONE PRO® - ROCKFACE A full one-square foot face complemented by a natural texture makes the Regal Stone Pro-RockFace a beautiful addition to any landscape-Behind the handsome, rugged exterior is a hollow core that lightens the stone for easy handling and installation- Rear lip installation and engineering innovation make Reoai Stone Pro the right choice for even the most challenging wall designs- '1 l 1 l_ Y 3v #818-RockFace Unit Before specifying a specific product,please confirm availability with your local Keystone Hardscapes producer. PRODU IO CT NOMINAL DIMENSNS VMElGFft/ PROOIICii TROCKFACE 8"H x 18'W x 12'D 80 878 .... ....................................................................................................................................... FEATURES & BENEFITS Maximum Versatility and Performance Ease of Installation Aesthetics • Made of durable concrete with iron • Rear lips ensure setback and ease of • Rugged rockface finish evokes the look and oxide pigments that resist fading in installation. feel of naturally weathered stone. extended UV exposure.Meets or exceeds . Unit cores reduce product weight and • Cap and comer units available. applicable requirements of ASTM C1372 shipping cost and make it easy to handle.for compressive strength,absorption and • Variety of colors complement any dimensional tolerance. landscape. • Able to build engineered walls in excess of 60'tall. Note:Unit color,oimersions,weight,and availability vanes by manufacturer. WALLS CO1ANN5 Sys .`��•�`' .�'�t�.„��i'�„-�,-tli�''. ��AAW�1-:{ U9� �<,. �,-�I{�� 4-Rs� •�'s;�• ��,.F I. � �'�,� _ w .\ 1 may. � '• ��.,, �/4' INSTALLATION INSTRUCTIONS TYPICAL REINFORCED WALL CROSS SECTION STEP 1: Layout - Stake out the wall's placement according to lines and r grades on approved plans_ Excavate for the leveling pad to the lines and �r xades shown. Excavate soil to a dimension behind the wall for placement of and and reinforced soils. - rdr >r l�rirr.Q ti• STEP 2: Leveling Pad- The leveling pad consists of a crushed aggregate compamble base material.The pad must extend a minimum six(6)inches in rr4•sr _ ram• front and behind the first course of unit.and be a minimum six(6)inches in depth.Compact the aggregate and check top elevation for level- STEP 3: Base Course-Place a string line along the back of the unit to align ��W orr•oe s.�a.�a� ti the wall units Begin laying unit at the lowest elevation of the wall. Place Jr naail units flat on the leveling pad with facings aligned according to plans �•r�.ta.r.rk u.ry H necessary,remove rear lip of the unit so that it will lie flat on the leveling oao.Place the units side-by-side,flush against each other,and in full contact mth the leveling pad_Level the unit front-to-back and side-to-side_Check the wall. Place the front edge of the geognd on the designated course a the units for proper horizontal alignment. maximum of one(1)inch from the face of the unit.Apply the next course of Ants to secure it in place. Pull the reinforcement taut and secure in place. STEP 4:Wall Construction-Clean any debris off the top of the units.Place q minimum of six (6) inches of backfill over the grid is required prior to the second course of units on the base course maintaining running bond vehicular operation. ,pattern(do not align vertical joints).Push each unit forward as far as possible so ensure unit-to-unit engagement and the correct setback. Fill all voids Repeat steps 4 to 7 as required to reach the top of wall elevation. (between and within concrete wall units with drainage aggregate. Backfill with drainage aggregate directly behind the unit to a depth of 24- from STEP 8: Cap Placement- Thoroughly clean the top course of wall units. The face of the wall. Fill behind the aggregate with soil meeting design Dry set the caps on the wall units using a string line to obtain the proper ,parameters.Place and compact the backfill material before the next course horizontal alignment.Cut caps to fit as needed.Adhere the cap units to the s iaid.Hand-ooerated equipment should be used within three(3)feet of the wall units with a sufficient amount of an exterior concrete adhesive. wall.Avoid driving heavy equipment within three(3)feet of the wall units. STEP 9:Finish Grade and Surface Drainage-Protect your wall from water STEP 5:Drainage-Place a perforated drain pipe at the base of the drainage damage and erosion with a finished grade to provide positive drainage away aggregate.Daylight or direct the drain to an area lower than the lowest drain from the wall at the top and bottom of the wall structure during construction. elevation in the wall.Additional drainage design may be required. To minimize infiltration of water into the too of the backfill area of the wall, place a minimum of eight(8)inches of soil with low permeability(day or STEP 6: Install Fill and Compaction - Place the drainage aggregate and similar materials)over the drainage aggregate and backfill soils. -jnnt core fill as directed. Place reinforced backfill soil behind the drainage aggregate in maximum 6-8"lifts and compact to a minimum of 95%standard NOTE Colors are shown as accurately as possible in brochures and samples, ?roctor density with the appropriate compaction equipment_ but due to the nature of the product,regional color differences and variables m print reproduction,colors may not match exactly. STEP 7: Geogrid Reinforcement Placement - Check approved wall construction plan for grid placement lengths, elevations and strengths. Measure and cut the reinforcement oeognd to the design length in the plants_ The design strength direction of the geogrid shall be laid perpendicular to Complete installation and specification details are available by contacting your Keystone Hardscapes Sales Representative. ...............................•----------------------'-------------------------..............................._...............................----•-.. ......................... STONE HARDSCAPES www.keystonehardscapes.com KRr1F<_o• , r.,ij Re: Fischer 37 Hillandale Retaining wall https://mail.aol.com/webmaii-std/en-us/PrintMessage From: Philip FISCHER<pgf6915@me.com> To: tracepaper<tracepaper@aol.com> Cc: mfinan<mfinan@langan.com>; pripa<pripa@langan.com>;jamie<jamie@braydanconstruction.com>; kiryl <kiryl@braydanconstruction.com> Subject: Re: Fischer 37 Hillandale Retaining wall Date: Wed, Oct 16,2019 10:03 am It is a gray stone color. They call it "granite" Here is a color picture from their site Q Mail w LTE 10:01 AM 4 0 M & keystonehardscapes-com At L*� w C li �o A �S 4 ;RANITE =h000se your sand color below: Ivory Gray Phil Fischer PH: 917-533-3989 EM: p f6g 915Ame.com 1 of 2 10/16/2019,4:26 PM EXTERIOR FINISH SCHEDULE Fischer Residence 37 Hillandale Road (Amended) Deck Floor. . . . . . . . . . . . . . . . . ..... TimberTech "Amazon Mist" Masonry Veneer. . ..... . . . . . . . . . . .Rock Face Modular Units (Retaining wall) Regal Stone Pro by Keystone "Granite" Check List For Release of Building Permits Address: 37 H 1 I landola Rcua Owner/Applicant: f?hd1n + S-fco�anip- Ftscbe-r Phone#'s: q17-533-2qcC3R Dates Attempted To Contact Owner/ Applicant: Comments: (afy)ai ki, ho(Y)L-oW r)p-r 1-0-" Comments: Comments: NEED: (Building Permit Fee $3 DR 70 R, �nTVG u e e- ( ) Fire Sprinkler Plans (2) ( ) Fire Sprinkler Application (E( ) ire Sprinkler Pe it Fee stimated Cost $ ( ) S WO Fee $ ( ) Legalization Fee $ ( ) Other Liz Caruso From: Liz Caruso Sent: Friday, August 16, 2019 10:55 AM To: 'pgf6915@me.com' Cc: 'tracepaper@aol.com' Subject: Building Permit Application for 37 Hillandale Road Good Morning, The building permit application for 37 Hillandale Road has been approved by the Building Inspector. Before we can issue the permit,the following items must be submitted to our office: 1. General contractor's name & phone number 2. General contractor's valid Westchester County Home Improvement license 3. General contractor's valid liability insurance(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 to get a 10 digit ticket number 6. Estimated cost of construction (to determine the building permit fee) Thank you. Liz CARUSO OFFICE ASSISTANT BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK, NEW YORK 10573 OFFICE (914) 939-0668 FAx (914) 939-5801 Liz Caruso From: Philip FISCHER <pgf6915@me.com> Sent: Tuesday, August 20, 2019 8:57 AM To: Liz Caruso Subject: Re: Building Permit Application for 37 Hillandale Road Attachments: Westchester Lic .pdf;ATT00001.htm; 57 Hillandle insurance cert.pdf,ATT00002.htm; 15 Hillandale Insurance .pdf;ATT00003.htm Liz- Good morning Please find attached all the items requested. Please let me know when the permit will be ready and the associated fee and I will come over to pick it up - General contractor's name &phone number Brayden Construction -Jamie Dugan - 203-667-5168 - General contractor's valid Westchester County Home Improvement license Attached - General contractor's valid liability insurance (Village of Rye Brook must be the certificate holder) Attached - General contractor's valid workers' compensation on a NY State Board form (C105.2 or U26.3) Attached - Contractor must call Dig Safe NY to get a 10 digit ticket number Done - Dig# is 08199-078-056 - Estimated cost of construction (to determine the building permit fee) $218,000 Philip Fischer 37 Hillandale Rd. Rye Brook,NY 10573 Cell: 917-533-3989 p fg 6915&me.com i - - \6 'm� 5`?�11�1/1'1 -". s3 1 fix';- •�x�.._--T s=.cti ��I:z=:a+.` x¢.* 11 �(� >. 'y�'•1'�11 ?i+ c ?:r�^11, ky � 3 0 0 0 < a L CN _ 1 a. N O zl 3 \ =- r •�•y Z Wuj CD on A/V W Lv Ji�• i f,f�� � O � Q rL '. ` - • -� ,gay• `' czl L- N i• ::� �" pp IBC) i Z N N / v CJ °' U V. ACC?RL>® 78192019 (MM/DD/YYYY) �� CERTIFICATE OF LIABILITY INSURANCE 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 or 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 endorsement(s). PRODUCER CONTATT-NAME: Theresa Forsberg Forsberg Insurance Group PHONE 203 775-6699AX A/C No Ext: ( ) A/C,No: 6 Kellie Lane ADDRESS: torsberg@forsberginsurancegroup.com INSURER(S)AFFORDING COVERAGE NAIC II Brookfield CT 06804 INSURER A: ARCH SPECIATLY INS CO 21199 INSURED INSURER B: BRAYDAN CONSTRUCTION LLC INSURER C: USLI 12537 242 WEST AVE INSURER D: LIBERTY MUTUAL 24066 INSURER E: DARIEN CT 06820 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. LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD/YYYY) (MMIDDIYYYY) LIMITS x COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1.000,000 CLAIMS-MADE a OCCUR PREMISES(Ea occurrence) $ 100,000 MED EXP(Any one person) $ 10,000 A AGL0033222-03 01/13/2019 01/13/2020 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY ❑PRO- ❑ JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COM Ea accident) $ 1,000,000 ANY AUTO BODILY INJURY(Per person) $ D AUTOS ONLY OWNED BAA20 AUTOS ( )59377216 01/I 1/20 19 01/11/2020 SCHEDULED BODILY INJURY(Per accident) $ HIRED NON-OWNED $ AUTOS ONLY AUTOS ONLY (Per accident) UMBRELLA LIAR OCCUR EACH OCCURRENCE $ 2,000,000 C x EXCESS LIAB CLAIMS-MADE USA4262721 05/28/2019 01/13/2020 AGGREGATE $ 2,000,000 DED RETENTION$ $ WORKERS COMPENSATION - AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under ESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN VILLAGE OF RYE BROOK ACCORDANCE WITH THE POLICY PROVISIONS. 938 KING STREET AUTHORIZED REPRESENTATIVE RYE BROOK NY 10573 Tkcrga'F�,ybe.rg ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Certificate of Attestation of Exemption from New York State Workers' Compensation and/or 9W Disability and Paid Family Leave Benefits Insurance Coverage "This form cannot be used to waive the workers'compensation rights or obligations of any party.** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit r53 dan Weed Hill AveConstruction LLC 1531yee From:VillageorRyeBrook Rye Brook NY10573 Stamfo rd,CT 06907-1530 PHON The location of where work will be rformed is PHONE:203-321-1084 FEIN:XXXXX7166 Pe 37 HiWudnle Rd,Rye Brook,NY 10573. Estimated dates necessary to complete work associated with the building permit are from Angust 19,2019 to March 19,2020. The estimated dollar amount of project is over$100,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The business is a LLC,LLP,PLLP or a RLLP;OR is a partnership under the laws of New York State and is not a corporation. Other than the partners or members,there are no employees,day labor,leased employees,borrowed employees,part-time employees,unpaid volunteers(including family members)or subcontractors. Partners/Members: Jamie N Duggan Disability and Paid Family Leave Benefits Exemption Statement- The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either. 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law.) 1,Jamie N.Duggan,am the Member with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and 1 leave benefits coverage and also immediately furnish proof of that coverage on form-approved by the Chair of the Workers'Com on rd to the g em sled above. SIGN HERE Ana Date: Exemption.Certificate Number '�'� Received 20 9-05T;325 fir. j August 19, 2019 i NYS Workers'Compensation Board CE-200 01/2018 IRTH One Call Page 1 of 1 Ticket: 08199-078-056-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK /V Addr: From: 37 To: Name: HILLANDALE RD Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: LOCATE ENTIRE PROPERTY, FRONT, SIDES, AND REAR NearSt: RT 120A AND LOCH LN Means of Excavation: MINI EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALLING DECK AND ADDITION Duration: 5 MONTHS Depth of excavation: Site dimensions: Start Date and Time: 08/26/2019 07:00 Must Start By: 09/10/2019 ------------------------------------------------------------------------------ Contact Name: CATHERINE DUGGAN Company: BRAYDAN CONSTRUCTION Addrl: 242 WEST AVE Addr2: City: DARIEN State: CT Zip: 06820 Phone: 203-667-5168 Fax: Email: JAMIE@BRAYDANCONSTRUCTION.COM Field Contact: CATHERINE Cell Phone: 203-321-1084 Working for: PHIL FISCHER ------------------------------------------------------------------------------ Comments: DEPTH OF EXCAVATION AND LENGTH/WIDTH OF SITE UNKNOWN : Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA 800-262-8600 CONSOLIDATED EDISON COMPANY OF NY 718-472-2304 SUEZ WATER WESTCHESTER 800-262-8600 TENNESSEE GAS PIPELINE COMPANY I HUDSON VLY 413-821-2053 VILLAGE OF RYE BROOK 914-939-0753 WESTCHESTER COUNTY 914-813-5419 Service Area Code Service Area Name Contact Day Phone Emergency Alt Phonc Utility Type Response Phone USIC ALTICE USA ALTICE USA VOICE (800)262-8600 FIBER,CATV CALLS CONSOLIDATED PROTEK ELECTRIC,GAS, CON-ED EDISON DISPATCHOF NY DISPATCH (718)472-2304 GAS TRANSMISSION SUEZ WTR SUEZ WATER USIC WESTCHESTER WESTCHESTER VOICE (800)262-8600 WATER CALLS 10 CLEAR,NO TENNESSEE GAS FACILITIES TEN GAS-HDS PIPELINE TOM GAS WITHIN 15 FT OF VLY COMPANY 1 RZASA (413)821-20 (413)539-0444 TRANSMISSION THE HUDSON VLY EXCAVATOR DEFINED WORK AREA 10 CLEAR,NO STORM SEWER, FACILITIES VIL RYE BROOK VILLAGE OF RYE MICHAL CULVERTS, WITHIN 15 FT OF BROOK NOWAK (914)939-0753 (914)490-1628 SANITARY THE SEWER EXCAVATOR DEFINED WORK AREA WESTCHESTER WESTCHESTER MARIAN SANITARY COUNTY/ COUNTY POMPA 1(914)813-5419 SEWER,WATER SEWER http://irth.digsafelynewyork.com//IRTHOneCall/Centers/PrinterFriendlyConfirmation.aspx 8/20/2019 CL Y Vlllage of Rye Brook O z <C �A r C> Architectur I t ev�evv O w �' ~=� s; Bard _ ...p Cr o c�: ,. ��..: �,� \ Approval Date: o LQ �_. ,,� 1 Chairman. na AM M LE U N J_ N w cD M V o 0 4. x x S80006'21"E tK o � � J 40440 1 • N� � ry / � � 8 O I 0-1 g r— ,�-- I •CIA O CN �u"Q' � 3 I I /� 3!Z °C-L p �v I J10 / cv o o .E OL �+ �� � POII zQ 96/ / / � 11 M 'ION � Q �� / F—J(A p/ / .; lli / �� / \ � •wi.ba� I � �o AaA,JQ 3104dsv a 0 0 ks �$ a� O I Id O �� ° Cca r�)K O O L N a Qi O• ,LZ•96T N O o ��� rn lrj ° II ° W•(n °O 4-1 C O >; N ••p er I�� cv o Q: cn ° w -a x ZZZ 000 zj 10.5, O L C � �� �; •v� ji 10;� - r l Ezi nlZri sO O-� °,C ��� Qli� r..° O a00 p b,2}O �i cx o� Y FLOOR PLANS SHEET INDEX FIRST FLOOR ELEV.: 100.00' AVERAGE NATURAL GRADE: 93.55' No. DRAWING No. DRAWING Z w SPACE CEILING ELEVATION CEILING HT.ABOVE GRADE CODE A01 TITLE SHEET Al2 ELEVATIONS p ]Fischer —A 99.00, 5.45' >5.W A02 SITE PLAN A13 ELEVATIONS 00 A03 HEIGHT/SETBACK RATIO PLAN A14 ELEVATIONS 90 v (NOT TO SCALE) A04 DEMOLITION PLAN(BASEMENT FLR) A15 ELEVATIONS >' A05 DEMOLITION PLAN(FIRST FLR) A16 WINDOW&DOOR SCHEDULE - . illage o ye roOK .- - _ � A06 FOUNDATION PLAN A17 DETAILS Ar4.:i it c tural Review Board _ — fig � dL A07 FOUNDATION DETAILS A18 DETAILS A08 BASEMENT FLOOR PLAN C�'.�ax'tYtc�I'9 56L# u .....�...�..d..,. ... �„_ A09 FIRST FLOOR PLAN DATE P ROVED DEC 1 9 2019momA10 FRAMING LAYOUT(FLOOR) i- ------ All FRAMING LAYOUT(ROOF) E01 ELECTRICAL FIXTURE LAYOUT __j_E02 1 ELECTRICAL FIXTURE LAYOUT ..........��,..,....•�..�.•-�..as.�.,.�--�--�------- BUILDI SP CTOR,Village of Rye Brook, Y STATEMENT OF COMPLIANCE 0 BASEMENT FL 6R.. 21238 S.F. � THE ARCHITECT,JUSTIN F.MNIERI A.IA(N.Y.S.LC.NO.18132)HAS PREPARED THE CONSTRUCTION DOCUMENTS,WRITTEN&FIGURATIVELY IN0 z COMPLIANCE WITH THE LATEST APPLICABLE SECTIONS OF LOCAL AND STATE BUILDING CODES,(2016 RESIDENTIAL CODE OF THE STATE OF NEW YORK.) 0zz REQUIRED SYMBOL TRUSS IDENTIFICATION SIGN cad �r v 0 THE SIGN SHALL BE N CONFORMANCE WITH NYCRR SECTION 1265 K)R ONE&TWO FAMILY DWELLINGS. r�4 •THE SIGN SHALL BE SECURELY AFFIXED TO THE EXTERIOR ELECTRIC METER OR AN ALTERNATE LOCATION APPROVED BY CODE, _ - FR WHENEVER TT IS NOT POSSIBLE TO DO SO.REVIEW LOCATION WITH TILE BUILDING OFFICIAL PRIOR TO INSTALLATION. GENERAL NOTES WITH A �1T- BAD `� I THE PLANS AND SPECIFICATIONS FOR THE PROPOSED SCOPE OF WORK HAS BEEN DESIGNED AND SHALL BE EXECUTED BY ALL PARTIES CONCERNED .O 0 TYPE IDENTIFICATION SIGN N COMPLIANCE WITI-I THE 2016 NYS RESIDENTIAL CODE(2015 IRC AS AMENDED BY THE 2017 NYS UNIFORM CODE SUPPLEMENT),2014 NEC'AND � v —-- LOCAL MUNICIPAL CODE AS WELL ALL APPLICABALE RULES®ULATIONS. "r _ 2. G.C.SHALL REVIEW PLANS AND SPECIFICATIONS PRIOR TO START OF WORK.ARCHITECT SHALL BE IMMEDIATELY NOTIFIED OF ANY DISCREPANCY 3. DO NOT SCALE DRAWINGS,USE WRITTEN DIMENSIONS.LARGE SCALE DETAILS AND DRAWINGS I AKE PRECEDENCE OVER SMALL SCALE DRAWINGS 4. G.C.SHALL INCLUDE ALL LABOR.MATERIAL.,AND EQUIPMENT FOR ALL SHOWN OR SPECIFIED,INCLUDING TEMPORARY FACILITIES AND R 11. FIRST FLOOR: 21306 S.F. SUPPORTNGSTRSCTLIRF.S � u 1z 5. C.C.SHALL BE RE_PONSIBLE TO SECURE ALL PERMITS FOR CONSTRUC ION d RPRIOR TO THE ISSUANCE 0 F A Clop 6. G.C.SHALL OBTAIN THE CERTIFICATE OF OCCUPANCY UPON COMPLETION OF WORK AND SUBMIT TO OWNER 4 N _ AS REQUIRED 8Y NY STATE LAW. 7. G.C.SHALL CHECK ALL AND NON-VISIBLE BLE UTILITY SERVICES. PRIOR TO START OF WORK G C SHALL RE RESPONSIBLE TO VERIFY THE LOCATION OF ALL VISIBLE � � 8.ALL LABOR,MATERIALS,AND CONSTRUCTION SHALL COMPLY AND CONFORM WITH ALL RUI ES,REGULATIONS,CODES AND ORDINANCES OF ALL 0 �. FEDERAL,STATE AND AND LOCAL AtrniORITIES HAVING JURISDICTION OVER THE WORK 0 M —-- 9.THE G.C.SHALL KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIAL ANI R BRISH,IMPLEMENTS AND SURPLUS MATERIALS,AND w LEAVE THE BUILDING BROOM CLEAN N 10. G.C.SHALL PROVIDE UNDERSLAB PERFORATED PVC PIPING FOR FUTURE RADON MITIGATION IFAPPUCABI E.PTPNG SHAI I BE PLACED BFTNFATH d o ALL SLABS(BASEMENT AND CRAWL SPACE).G.C.SHALL BE RESPONSIBLE FOR ALL RADON TESTING .7 11.THE H.VAC.SYSTEM SHALL BE DESIGNED BY A QUALIFIED.CERTIFIED H VAC.CONTRACTOR AND OR MECHANICAL ENGINEER RETAINED BY THE G C. Q Z"' ALL APPROVALS SHAD,BE OBTAINED BY THE G.C. ►.-i W N f `------------- Lij12.ALL ELECTRICAL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOX-AL&NATIONAL FIRE UNDERWRITER CODES&LOCAL UTILITY CO. ce+ 04 W vl, 13.A MINIMUM OF 7S PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES ARE HIGH EFFICACY LAMPS PER 404.1 OF 2015 ENERGY w m '^ CONSERVATION CONSTRUCTION CODE OF N.Y.S. z wu'* a g ((�� OGZ' 14.G.C.SHALL INSTALL A COMPLETE SMOKE AND CARBON MONOXIDE ALARM SYSTEM THROUGHOUT HOUSE.PROVIDE A SMOKE ALARM UNIT IN EACH ~ � C4 BEDROOM AND SECOND FLOOR: 2,091 S.F. SMOKE AND CARBON MONOXIDE E ALARMS SN ALARM(S)OHALL E HARD WIRED WITH BATTEN EACH FLOOR INCLUDING BASEMENT BACK•UP.IN ALL COMPLIANCE SHALL AAA SIMULTANEOUSLY R 317 1 1 m w M81 BUT DISTINCITVE ALARM SIGNAL SHALL BE USED TO DIFFERENTIATE EACH TYPE OF ALARM.ALARMS SHALL BE CODE APPROVED AND U.L USTED. LL z tj • SIGN LOADS z z � 9 ,� MATERIAL STRENGTHS ' -1 B 4000 PSF CONCRETE: 4000 PSI (U) m s REVIS � A�CR 4'' G TER HEADROOM) 45 PSF(30 L+15 D) ENGINEERED LLUMBER:UMBER 950 PSI ~' O.T L �N'S )A C: 'b'HEADROOM) 30 PSF(20 L+10 D) •GLULAM 2 PSI • 9 RC)�F.- O ) 60 PSF(45 L+15 D) •LAMINATED VENEER LUMBER 2 PSI 60I�CH&DECK- - 170 PSF(60 L+10 D) •PARALLEL STRAND LUMBER 2 I iGU RAILS& RAILS: 200 PLF STRUCTURAL STEEL 36,OX3fl - I` RY -[33 C;0K 2015 IECC&2016 ECNYS SUPPLEMENT BUJ!LDII NG DEPAtt,10ENT --� ONE&TWO FAMILY DWELLING DESIGN TEMPERATURE: 0 DEGREES F./72 DEGREES F. \ -- ATTIC FLOOR: DESIGN DEGREE DAYS: 5000.6000 CODE DESIGN METHOD:CHAPTER 4:PRESCRIPTIVE RUILD ,FNVFU)E(E. 40')1.40I 3 O S.F. TABLE 402.1.2 INSULATION AND FENEFTRATION REQUIREMENTS BY COMPONENT GROSS FLOOR AREA SCHEDULE HT'FENESTRATION CEILING FRAME WALL'GLAZED WOOD AIL FLOOR WALL RWE� F;�p "CE CLIMATE FENESTRATION SKYLIC;ZONE U-FACTOR' U•FACTOR SHG& R-VALUE R-VALUE R-VALUE R-VAU TE -VALUE & PTHI E ZONE: R-25 FAR: FORMULA LOT: 84,643 SF 4A 0.35 0.55 0.40 49 20or13+5 8/13 19 10/13 10.2 10/13 a.R•VALUES ARE MINIMUMS.UTACTORS&SHGC ARE MAXIMUMS WHEN INSULATION LS INSTALLED IN THE CAVITY WHICH IS LESS THAN THE B t DESIGN THICKNESS OF THE INSULATION,THE INSTALLED RNALUE OF THE INSULATION SHALL NOT BE LESS THAN THE RVALUE SPECIFIED IN THE T MAXIMUM PERMITTED FLOOR AREA: 11,215 SF b THEEXC FINEST SATION TS CTOAY COLUMN EXCLUDED FROM GLAZED THIS.T E SSG S� ER QL►AI APPLIES f Cu�TD FE T 1 THROUGH(:H 3 WHERE THE K)R DATE: FLOOR AREA RATIO CALCULATIONS AS CURRENTLY DEFINED IN SUCH SK'I.IGHTS DOES NOT EXCEED 0.10. Nse+u 1 4/1/19 —-- -- —— ---- — -- THE VILLAGE OF RYE BROOK ZONING CODE `-15/19-WALLl=is�i9•HALL CONTINUOUS EDD TO INSULATION WITH R•13 CTHE AVITY INSULOR ATION ON ON THE INTERIOR OF THE HOME OF THE BASR R-19 EMENTWALL ILLS R-5 cONTIIN OUSFNNS'I. NEON R SIGNS: THE INTERIOR OR EXTERIOR OF THE HOME.*10 13'MEANS R•10 CONTINUOUS INSULATION ON THE INTERIOR OR VXTERIOR OF THE HOME OR R 13 CA — EXISTING PROPOSED INSULATION AT THE INTERIOR OF THE BASEMENT WALL � 5/30/19 d.R-5 SHAM.BE ADDED TO THE REQUIRED SLAB FOR HEATED SLABS.R HEATED SLABS.INSL LATION DFPTH�SHALL BE THE DEPTH OF THE R)OT1NG OR 2 FEFT, 8/06/19 IN 1S LESS ZONES 1 THROUGH _-- BASEMENT FLOOR 2,238 SF 2,238 SF e.THERE IS NO SHOC REQUIREMENTS N THE MARINE ZONE. — sF 2 306 SF h THE FIRST VALUE IS CAVITY INSULATION,THE SECOND VALUE IS CONTINUOUS,SO.13.5'MEANS R-1;CAVITY INSULATION PLUS RA CONTINUOUS INSL IATION FIRST FLOOR 2,228 t i THE SECOND R-VALUE APPLIES WHEN MORE THAN HALF TNF INSL LATTON iS ON THE INTERIOR OF THE MASS WAIL SECOND FLOOR 2,091 SF 2,091 SF 1,JUSTIN F.MINIERI,ALA(N.YS.UC.NO.18332)CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, ESE PLANS AND SPECIFICATIONS CONFORM WITH THE APPUCABLE SECTIONS OF THE ENERGY CONSERVATION CONSTRUCTI0 CODE OF NEW YORK STATE. ATTIC FLOOR 0 SF 0 SF TOTAL 6,557 SFF 6,635 SF CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 1�8LER301.2(I) ALARCHITFL-Is GROUND SEISMIC WINTER ICE BARRIER FLOOD t,41! MEAN SEAL IN RED INK SNOW WIND DESIGN DESIGN WBJECT TO DAMAGE}ROM DESIGN UNDERLAYM HAZARDS A %N DWG No. --- CODE: 119215 SF > 6,6.35 SF LOAD CAT. TEMP. REQUIRED INDEX TEMP SPFFD TOM SPECLA1. WIND. WEATHERING FROSTLIKE TERMITEGRAPHIC A01 FIRM WINDS DEBRIS GION BORNE DEPTH 30 PSF ZONE C 7•F YES FIRM MAP 15000R LESS SZ.2'F TITLE SHEET 37 Hillandale Road Rye Brook, NY SECTION:135.28 BLOCK: 1 LOT: 37 M119003 110 MPH No NO NO SEVERE 42' MODERATE 41F(2007) h scer 21900 TO HEAVY Fi / 4 SCALE: lit 30' SITE PLAN SCALE: V 30' GENERAL NOTES z 1. Site plan is based on survey prepared by Richard J.Domato L.S., • 22W.First Street,Room 401,Chase Bank Building, • '�',S� Mount Vernon,NY dated May 29,2014. 0 �1 2. The Architect shall assume no responsibility for the accuracy of the / �` �•�F original survey.Refer to original survey for additional information. 3. The General Contractor shall strictly adhere to all rules and ?• / regulations having jurisdiction. / 4. The General Contractor shall review plans and specifications prior / to start of work.Architect shall be immediately notified by the G.C. / / of any discrepancies. / v 5. The General Contractor shall he responsible to secure all required O permits for construction. U d o) 6. The General Contractor shall obtain a certificate of compliance or / I occupancy upon completion of work and submit to the Owner. / I 1 7. The General Contractor shall install all sedimentation and erosion control measures as required by local code prior to construction. �•,�p� / All controls shall be maintained throughout the construction process and inspected periodically. 0 EROSION CONTROL NOTES o .° / 1. Prior to the start of construction erosion control devices shall be in Cd n} / I the place as shown on these plans. / I 1 2. Final grades shall be established as soon as possible,top soiled and N1 ' seeded to provide a turf,which will stabilize slopes&prevent erosion Q 6 1 3. Slopes that remain open for more than three weeks shall be LINE ALLOHAEN.E f protected with temporary seeding or staked netting.19UILDING�NVEtoPE f 4. Erosion control devices shall he inspected after each rainfall and Cd 1 f 1 shall be cleaned,repaired or replaced as necessary. .0 0 1 I 5. All erosion control measures shall be installed and maintained in I4 �b I accordance with Westchester County Best Management practices manual for erosion and sediment control. J #\ 6. The engineer/architect may at his or her descretion require PRO1 I HOOD EI OPM I additional erosion control measures throughout construction to 1 I I I CZ mitigate unforseen erosion and siltation. PROPO-CapI �\ EN IIESTONE PATIO O 04 EXISTING A0<D DECK 14 P 1 �, --- ' Tole SILT FENCE DETAIL a ROPOSED WALK - 1 (exTENSION OR EXISTING) \ \ / - _—PROPOSED VERANDA 4 PORC44 N 1 I ' UNDISTUROW AllEA► DI9TUReen A PrA EXISTINS WALK Q zUo 00 TO BE REMOVED1 I I rRLTAaCm SILT RNc S TRAM DALeS ^'� k(STAND WTO&ROLNP .n � 1 I DACKMLL'SLOT TO MAL W� V 92.2/ EXISTM6 dRADE BOTTOM Or rewce Z w Q o � VWSG 1 I EXISTING 2-STORY z ' •11; �/� AA FRAM Z HOLOSE g t1 So.2' 4,00 z � 9 ' ' cvr b• MIN.�roLLOrrNd ►--� x PROPOSED / C.ORTOUR Or LANDJill -STORY AMITION i PORGH 94LT rece&PLL BE WT cc.rtj I MTH BOTTOM Or PAORZ O�. 1 1 �160 KK Iwoo a: I STONE WALK UNDISTUREM EARTH NOTES ��_ i LANDSCAPE STEPS SLT PRIOR TTOTW Ts ART OF BE IN�ITION.AIV i�GT1'� I I EXISTING WALK AND ZONING STEPS TOM RM-0,VW DATA 1 I ' ZONE:R-25 (ONE-FAMILY RESIDENCE) I SECTION: 135.28 BLOCK: 1 37 Q � EXISTING DRNEWAY BULK REGULATION CODE EXISTING fROP�S 1 LOT AREA _--_ MIN. 25,000S.FJ`_�__ 84,643.75S.F. W - /C — - LOT WIDTH MIN. 90' 126._� C 3 —....I LOT COVERAGE CA C14BUILDING �- MAX. 14% (11,850 S.F.) 7°.6(2,250 S.F.) 3. (2,52 S.F.) 1 tr • ACCESSORY MAX. 3.5% (787 S.F.) A. N _ ATE. 4/1/19 N 1 ' • DECK MAX. 4% (3,385 S.F.) .8% —(636 S.F.) 0.4 (3 7 S.F.) „ --- EViSiONS: IMPERVIOUS MAX. 21.081 S.F. 7,102 S.F. -_ 8,2 5/30/19 • FRONT YARD MAX. 20% (4,394 S.F.)t8% (621 S.F.) N/ 8/23/19 YARD SETBACKS AVERAGE• 11/01/19 FRONT(1)' _ MIN. 45' (154.57') /- R = 550.00' L = 126.13� FRONT(2)' MIN. 45' N. NA -- SIDE MIN. 15' _ 30' 32.2' HILLANI7/ALE SIDE TOTAL MIN. 40' -`_ 80.20'_ 96.2' -- -- 11 ROAD /�D l l REAR MIN. 40' 201'+/- BUILDING HEIGHT — 1 I WAL ARcHMEci's ROOF MiD-POINT MAX. 30, A 28'-4"+/—� - 2fi'-3' FAL IN PED INK STORIES MAX. 2 STORIES 2 STORIES 2 STORIES DWG No. EXISTING STRUCTURE TO REMAIN El PROPOSED ONE STORY ADDITION PROPOSED TWO STORY ADDITION FLOOR AREA • GROSS MAX. 11,215 S.F. 6 557 S.F. 6 22S.F. A02 KEY ® EXISTING STRUCTURE TO BE REMOVED PROPOSED IMPERVIOUS SURFACE PROPOSED SECOND STORY ADDITION _ s O� ADDITION J 165 S.F. STiE PIi N REFER TO ENGINEER'S SITE PLAN FOR INFORMATION ON GRADE ELEVATIONS,DRAINAGE,UTILITIES CONNECTION,EROSION CONTROLS,ETC:.. DO NOT SCALE PRINTS Fischer/219004 HEIGHT SET BACK I .ATIO z 0 0 >1 3? u 39 35 W N 0 cd HSPI- a v z�.---- ——--- ------ -—-No — — i _i`� •� n1 00 HILLANDALE ROAD , ! ,41 u r( FRONT YARD SETBACK SCHEMATIC I I cd Q "I� "0 U z FRONT YARD AV&.1541" I I I 4) rn _cd / 0 co a •ap � x H du M - i y� t: m N ^ FEIdffT b-4 � cG Moor KDROINT 16 %� 1 SITE PLAN Y� 4 /1 _ 104.Oi0' 0 �oo 0o ri T rLoo�_036 0 0 0 El o 0 0 ® _ MM-2 El FRONT ELEVATION 1 - DATE: — 4/1/19 _ REV] ONS: 5/30/19 —'� — — 8/2 3/19 — -- — �- — 1 111/01/19 LEFT SIDE ELEVATION SEAL IN RED INK DWG No. ZONE: R.,25SCALE: A03 FRONT TI� . 0. 8 SIDE TI l .30 NONE HSR Fischer/219004 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 0 CONCEALED AREAS IF POSSIBLE,PRIOR TO START OF WORK 3.G.C.SHALL LOCATE AND IDENTIFY UNDERGROUND UTILITY LINES,1F ANY,PRIOR TO START OF EXCAVATION.G.C.SHALL BE RESPONSIBLE TO REPAIR DAMAGED OR INTERRUPTED >. SERVICES RESULTING FROM THE WORK BEING PERFORMED. n/ 4.G.C.SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY WW 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 r , SHALL BE STORED AND PROTECTED ON SITE UN LESS v OTHERWISE DIRECTED BY THE OWNER. 7.G.C.SHALL PROVIDE REQUIRED SHORING,BRACING, TEMPORARY RAILS,FENCES,AND ENCLOSURES AS REQUIRED TO MAINTAIN PUBLIC SAFETY CONTINUOUSLY DURING CONSTRUCTION. 8.PROVIDE TARPS AS REQUIRED TO PROTECT STRUC-TURE(S) FROM WEATHER.MAINTAIN TARPS IN GOOD CONDITION AND REPLACE WHEN DAMAGED. 0 9.IDENTIFY HAZARDOUS MATERIALS,IF ANY,PRIOR TO 41 DEMOLITION.REMOVAL AND/OR CONTAINMENT AS �+ • ———————————————————� REQUIRED SHALL BE PERFORMED IN ACCORDANCE WITH GUIDELINES SET BY THE APPLICABLE GOVERNING AGENCIES. 0 — I I 10.REMOVE AND REPLACE ANY DAMAGED OR ROTTED LUMBER. I✓ I / I REVIEW QUESTIONABLE CONDITIONS WITH ARCHITECT. W I I 11.ALL CONSTRUCTION AND DEMOLITION DEBRIS SHALL BE REMOVED AND LEGALLY DISPOSED OFFSITE BY G.C. I I I I STAIR I I 12.G.C.SHALL PROTECT ALL AREAS NOT WITHIN THE SCOPE y,boD> C I I OF WORK FROM DAMAGE OR DUST DURING DEMOLITION I I I i AND CONSTRUCTION. I►� 13.WINDOW AND DOOR REMOVAL SHALL INCLUDE FRAMES, I ( EXPOSING ROUGH OPENING UNLESS OTHERWISE NOTED. UP I I I 14.UTILITIES SERVING OCCUPIED SPACES SHALL NOT BE .O 0 I INTERRUPTED WITHOUT THE OWNERS PERMISSION AND 4j I PROVIDE TEMPORARY UTILITIES AS NECESSARY. I 15.HEATING SYSTEM SHALL REMAIN IN SERVICE THROUGHOUT I I C:ON.STRUC:TION DURING HEATING SEASON WHETHER OR r� R ( NOT THE RESIDENCE IS OCCUPIED UNLESS CIRCUMSTANCES MADE KNOWN TO THE OWNER DICTATE OTHERWISE. v V � R 16.REMOVE ALL ABANDONED PLUMBING AND ELECTRICAL cd LINES. STnR. v r^ � 17.REPLACE PLUMBING AND/OR ELECTRICAL LINES WITHIN 0 STOR. THE CONSTRUCTION AREA THAT ARE FOUND TO BE 04 x R UP NONCONFORMING WITH APPLICABLE CODES. 0 04 - REC.RM PLAY RM STORAGE 1p tn 0 0 ----------Q-- - 0 0 3 GARAGE I I �.; z' • 3 I Z z --— m V _ L BATH#5 _----———— MECHANICAL I — I11 -———————————————————— a1r BACK 9LAd5 As RMT7. R040VE PORCH C�p lrOUNDATION EGEN_D� DATE: _ 4/1/19 REVISIONS: EXISTING WALL REMAIN 5/23/19 (VERIFY WALL TYPE IN FIELD) 8/ /19 11/01/19 EXISTING WALL TO BE REMOVED DEMOLITION PLAN SCALE:1-4"-FV BASFMENT FLOOR =3 E C VhNDOW OR DOOR TO REMAIN R C WINCX)W OR DOOR TO BE REMOVED S C WINDOW OR DOOR TO BE SALVAGED OPIOINAL ARCHTTEC-M (STORE ON SrM F-)R RE-115f) SEAL IN RED INK DWG No. A04 DEMO.PLAN DO NOT SCALE PRINTS Fischer/219004 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 0 CONCEAL FD AREAS IF POSSIBLE,PRIOR TO START OF WORK co 3 G.C.SHALL LOCATE AND IDENTIFY UNDERGROUND UTILITY LINES,IF ANY,PRIOR TO START OF EXCAVATION.G.C.SHALL v BE RESPONSIBLE TO REPAIR DAMAGED OR INTERRUPTED >. SERVICES RESULTING FROM THE WORK BEING PERFORMED n/ 4.G.C.SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCY AND/OR DISCOVERY OF AN UNKNOWN CONDITION. S.MATERIALS OR ITEMS NOTED TO BE RE-USED,SHALL BE CAREFULLY REMOVED.PROTECTED AND STORED ON SITE 6.G.C.SHALL OBTAIN FROM THE OWNER A UST 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.G.C.SHALL PROVIDE REQUIRED SHORING,BRACING, TEMPORARY RAILS,FENCES,AND ENCLOSURES AS REQUIRED TO MAINTAIN PUBLIC SAFETY CONTINUOUSLY DURING CON'TRLJ(--nON S.PROVIDE TARPS AS REQUIRED TO PROTECT STRUCTURE(S) FROM WFATHER MAINTAIN TARP,IN GOOD CONDITION AND REPLACE WHEN DAMAGED. 0 9.IDENTIFY HAZARDOUS MATERIALS,IF ANY,PRIOR TO DEMOLITION.REMOVAL AND'OR CONTAINMENT AS r • REQUIRED SHALL BE PERFORMED IN ACCORDANCE WTTH ++ GUIDELINES SET BY THE APPLICABLE GOVERNING:AGENCIES 0 ..r 10.REMOVE AND REPLACE ANY DAMAGED OR ROTTED LUMBER. A 1 REVIEW QUESTIONABLE CONDITIONS WITH ARCHITECT. M W f•1 1 1.ALL CONSTRUCTION AND DEMOLITION DEBRIS SHALL BE REMOVED AND LEGALLY DISPOSED OFFSfTE BY G.C. 4 12.G.C.SHALL PROTECT ALL AREAS NOT WITHIN THE SCOPE Q OF WORK FROM DAMAGE CAR GUST DURING DEMOLITION AND CONSTRUCTION. I 13.WINDOW AND DOUR REMOVAL SHALL INCLUDE FRAMES, ((��r OD DE �E g 1^T RED WOOD D,E�K EXPOSING ROUGH OPENING UNLESS OTHERWISE NOTED �r f F. 14.UTILITIES SERVING OCCUPIED SPACES SHALL NOT BE .O 0 INTERRUPTED WITHOUT THE OWNER'S PERMISSION AND lw PROVIDF TEMPORARY UTILITIES AS NECESSARY 9w u 1:4 aN 'l� 4 IV 15.HEATING SYSTEM SHALL REMAIN IN SERVICE THROUGHOUT *� CONSTRUCTION DURING HEATING SEASON WHETHER OR � (� r NOT THE RESIDENCE IS OCCUPIED UNLESS CIRCUMSTANCES -_ MADE KNOWN TO THE OWNER DICTATE OTHERWISE. u 16.REMOVF ALL ABANDONED PLUMBING AND ELECTRICAL cd R R LINES � r^ _ _ 17.REPLACE PLUMBING AND/OR ELECTRICAL LINES WITHIN 0 THE CONSTRUCTION AREA THAT ARE FOUND TO BE 04 NONCONFORMING WITH APPLICABLE CODES. 0 O CD PWDR. a KITCHEN BATH#4 LAUNDRY A"LIAWM 6 Pl,Id l� *FUC1111WE5 - a R •4 GEILI FINtSM5 Q i FAMILY RM _ 00 w� aN aN �_.y i W Z rn W.I.C. R �o I VG�.I.('. PANTRY m Act- R ss; � �� •��; -- -- z R - dal 17 PWDR. GUEST BED RM STUDY DINING RM FOYER O LIVING RM CL. UP I I R II R II I) PORCH it I LEGEND, DATE: 4/1/19 REVISIONS: EXISTING WALL REMAIN 5/30/19 (VERIFY WALL TYPE IN FIELD) 8/23/19 11/01/19 EXISTING WALL TO BE REMOVED - DEMOLITION PLAN =3 E C WINDOW OR DOOR TO REMAIN SCALE:1/4"-1'-0' FIRST FLOOR R C WINDOW OR DOOR TO BE REMOVED S C WINDOW OR DOOR IUD 9E SALVAGED OPJGWALARCHrrEC"T'S (.STORE('N SITE FOR RE l'SE) SEAL IN RED INK DwG NO. A05 DEMO PLAN DO NOT SCALE PRINTS Fischer/219004 GENERAL NOTES I. UENERAI.CONTRACTOR SHALL BE RESPONSIBLE TO CHECK&VERIFY f-1 ALL FOUNDATION DIMENSIONS ARE ACCURATE&CLOSE PRIOR TO PLACING CONCRETE.NOTIFY ARCHITECT IMMEDIATELY OF ANY � DISCREPANCIES. 2.ALL FOOTINGS MUST REAR ON SOLID.UNDISTURBED•VIRGIN'SOIL 0 BELOW FROSTLIKE. 0 DESIGN OF ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION 164 OF ACI SPECIFICATIONS AND PRODUCED IN APPROVED MIXING PLANT IN ACCORDANCE WITH ASTM REQUIREMENTS.CONCRETE STRENGTHS LOTS)STONE MIALL AS RWT). FOR VARIOUS USES SHALL BE AS SPECIFIED IN THE FOLLOWINU 26'-6' SCHEDULE(MINIMUM COMPRESSIVE STRENGTH•f'c AT 29 DAYS) •FOOTINGS.FOUNDATIONS&iNTERIOR FLOOR SLABS.................4000 PSi �>1 EQUAL EdJAL Et�UAL W x IZ'dR11DC BEAM ON IZ'DIA.MOM GARAGE AND INTERIOR FLOOR SLABS..............................................5000 PSI t �� UNM STAIR STMNMM.LOGATION TO 4. STEEL BEAMS SFLAL.L CONFORM TO ASTM SPECIFICATIONS A36 FOR BE DETERMIN®iN Ft" 10'x 16'0-w Met STRUCTURAL STEEL.(Fy-16 KSI). 5. STEEL COLUMNS SHALL BE STANDARD STEEL PIPE AND CONFORM TO I ASTM SPECIFIC-AT IONS A53 GRADE B FOR STRUCTURAL STEEL(Fy-15 KSi -1- ___ _ ___ 6. CEMENT FILL(ALLY COLUMNS AND ADJUSTABLE-JACK'COLUMNS ARE I I I I I I 1 k NOT ACCEPTABLE FOR USE iN LIEU OF STEEL PiPE COLUMNS IZ"VIA.GONG.PIER W/ - 7. CMU SHALL RE LOAD REARING CONCRETE BLOCK LAID LEVEL&PLUMB (FORMED BY'BIGFOar Y5 ') LINE of VV::GK ABOVE III I I I —t———t —t—_——_fi —t—_—_t - ------ ------------ -•. �r - -- - IN A FULL BED OF CEMENT MORTAR ALL)DINTS SHALL BE FILLED AND T- I - T T� PROPERLY TOOLED.HORIZONTAL JOINTS SHALL BE REINFORCED WITH V 4 I I I t L-- DUR CIWALL WIRE AT 16 iN ON CENTER CEMENT oROU T SOLID GORES i \ \ \ In \ I I I I I I I WITH STEEL REBAR SHALL BE CEMENT GROUT SOLID. Ao�N \ ————— I S.BAR REINFORCING STEEL FOR CONCRETE SHALL BE GRADE 60 DEAL RMEDCON BARS EXCEPORM TO T F SPECIFICATIONS.IES.WHICHEINFORCE,ENT --T I i-- {•� STEEL BARS(REBAR)S14ALL BE NO.4 UNLESS NOTED CnMERWFSE- I --- I2'VIA.GONG.PIER•L.ANDINS ( I I REFER TO WALL SECTIONS&DETAILS FOR REBAR PLACEMENT. )i 4)j I I I I 41-0' �Ci1. t I I I I I i o- PROVIDE WALL AND/OR FOOTING SLEEVES AS REQUIRED FOR LMUTTE_S. Imo. I 10.PROVIDE I/LM-DIAMETER x 181N.GALVANIZED ANCHOR}BOLT AT 4&1N. 1 I 4 - O.C.(MAX)TO SECURE MVIV SILL PLATES TO TOP OF FOUNDATION WALL Im EMN- I t EQUAL E>�11AL EGa11i1L • I _DA,JAL'�° �/�Was i- 1 t FILLED AREI\S TO RE MECHANICALLY COMPACTED. O I �,� �,� - I ' 12.PROVIDE FOCMNG DRAINS TO DRYWELLS OR STORM SEWER !r I • I I le 13 PROVIDE PRESSURE TREATED(PT)2x SUB-FRAME AT WINDOW AND DOOR FOUNDATION OPENINGS 0 r^ I _ _ o ( I 14.FIATWORK SCHEDULE WHERE APPLICABLE: I ---- - �� - ------ - _ -- --_-- -----f --- ♦• I �--1----- - I - ----- - - - - --.- I � •BASEMENT FLOOR SLAB.........................................................4-iN THICK � . L t t L- �_---.J \ T-----\ �- �i I •INTERIOR FLOOR SLAB..........,........... ...............................44N.THICK 10 x Ib �.MU riCR `y ..................2-IN.THICK I L I MD!(b GM! � . r � •CRAWL SPACE FLOOR SLAB............................ � i I t I •GARAGE FLOOR SLAB...........................................................5-IN.THICK I ___ I - •EXTERIOR FU30R SLAB....._..................-................--...........!-w.THi(--x �--— —1 1 ————— — —— �-��j——————/ D, IZ'VIA.GONG.PIER Y'1/FOOTING ■ I \ - \ / -..- --1 T t •) � I 15.ALL SLABS EXCEPT AT CRAWL SPACE SHALL BE REINFORCFD WTTIH P��"eD By'�16FOOT SYST�1"MJ I I 6 x 6 W I A x W I A W.W.M.PITCH GARAGE AND EXTERIOR SLABS FOR ---- BENEATH VEL RASE(4[N MIN.) ALL CONCRETE FLOOR LABS. 16.PR() 6•VIDE MIL POLYETHYLENE VAPOR BARRIER UNDER ALL FNTERiOR O Cv FLOOR SLABS INCI.0 DING GARAGE. 0 GhN INFILL 17.ALL STEEL GIRDER COLUMN PLATES,ETC....SHALL BE SHOP PRIMED WITH •� OFIMNO AI TO EXISTING ` (1)COAT OF Rl IST PROHIBITOR&A SECOND COAT APPLIED IN THE FIELD. vo 18.PROVIDE COPPER TERMITE SHIELD AT TOP OF FOUNDATION WALLS 4) 120 VIA.COW.PIER VV FOOTiN& EXToo DOYW ENCLOSING TTiE CRAWL SPACE IF SHOWN AS PER WALL SECTION. � f-w FORMED BY'BiGFOOT SYSTEM") EXI5TINS r-OiMATI PATCH 4 MATCH MAINTAIN SEPARATION FROM P.T.MUM-ILL WiTH E.P.S.SILL SEALER cd BELO"FROST LINE TZ'+/- GONG.FLOOR SLAB a —Z'XPS INSW.EV. LEGEND uc: v cd PATCFf t MATCH 'S� _ S" —— EXISTING FOUNDATION WALL(VERIFY IN FIELD) (b .� GONG.FLOOR aJLl1B '.SET BY FAMILY RM. ••• itErm TO FIRST FLOOR POURED CONCRETE FOUNDATION WALL Q,, • x W REINFORCED POURED CONCRETE FOOTING 0 I I CMU FOUNDATION WALL p-+ W,"REINFORCED POURED CONCRETE FOOTiNG I0 O O FOUNDATION WALL SHELF xx SFIE1 F FOR MASONRY VENEER BEARING ¢ w � (SFT SHEI F 6'MIN REl()a'FTNIeHED()RADF) I I --- -- ------ o0 FOUNDATION STEM WALL(SEE DETAIL) -- m m fn —————— BEAM WALL POCKET I - 12"x 5"x 3 4"STEEL BEARING PLATE PATCH i MATCH - GONG•FLOOR SLAB CRAWL SPACE 4 . POURED CONCRETE CYLiNDRICAL PiER � � z 20 _ O EXISTING STEEL COLUMN(VERIFY IN FIELD) z z I _- L RDLYETFIi' I+f1 J3!Va. M LL' �j �'?�11�3llLATI�1 W. •6-MI I --- - - ••4(MIN,)6RAV!'1 Di/rrX -••^: �a __ _ (- 4'O.U.STANDARD STEEL PIPE COLUMN ,o BASE PLATE:8"x 8'x 3/4"STEEL PLATE E" TOP PLATE:10"x 5 1/2"x 3-'4"STEEL PLATE m filL-J 'UNLESS NOTED OTHERWISE ON PLANS rj VENTIV Ac4M 1•Af!'L ~' a- ° 3 24 x 12 FOOTING SIZE(W x D INCHES) - - -- ---- - ---- - +00 TOP OF WALL ELEVATION(INCHES) 24 x 12 B D 1ROP ATION Rd6 W. -- _—� r G �""f"v TOP OF WALL BELkyW FINISH GRADE L----------------- —- -- BG (8"MIN.) ■ B I ( E TOP OF WALL ABOV$FINISH GRADE +9.5 +CO I I � b AG 24 x 12 L ———— ■■ ( 1 (8"MiN.) j — — I � FOOTING SCHE L1LE PORCH FLOOR —— —--- - -- ■ = FOOTING REINFORCEMENT SHALL BE 4 REBAR 0 9"O.C.EACH WAY(MAT REIN14ORC_NWNT) FOUNDATION PLAN 4"GONGRA x(4000 A A F. SLAB w/bxlb WI.4 x YVI.4 wrLF. � corrACTs9 Flu. I I B � O SIZE NEED CONTROL FA C, SCALE:1/4"-t'A" AV •4'(MIN)GRAVEL BASE I L-------------77. EXi_S TING FOOTING(VERIFY O L- I ( A O 24"x 24"x 12•D.CON. FOOTING b STONE © 30"x 30'x 12'D.COS CRETE FOOTING DATE: I I 4/1/19 GMU FORMED STEP I I H O 36"x 36"x 15'D.C NCRETE FOOTING I EVISIC�D) 42"x 42"x 15•D.TONCRETE FOOTING 5/30/19 8/23/19 O 48•x 48"x 15"D.,ONCRETE FOOTING 11/01/19 O'-0' EQ1AL O 24"x(L)x 12"D. NCRETE FOOTING• 't EQUAL 141-6"+1 EQUAL L O 30"x W x 12"D.C6 rNCRETE FO(7TINGCRM FOOTING SET BY FIRST FLOOR WALL ALI6NwR4�fT ,AI HO 36"x W x 15"D.CO !� 42"x W x IS'D.CONC ETE FOOTING 0111013`41AL ARCHITECT`S OK48"x W x 15"D.CONC FOOTING• IN FLED INK DWG No. O 60'x W x 18"D.CONCRETE TING• A06 NOTE!THE LENGTH W OF FOOTING SHAiI L BE SUM OF THE DISTANCE BETWEEN COLUMNS&T� TING WIDTH. FOUNDATION nm D0 NOT SCALE PRINTS Fischer/219004 STANDARDS rl�nnl z --- --- - _ _--- * 14"W.x 12"H.POURED 6 x 6 POST ANCHOR ok H.D.S.POST BASE"SINIP50N"M ABIJbb GONGRE I=&RAVE BEAM Im K/M)04 RBAR 10"x 16"GMU PIER 0 (CEMENT GROUT SOLID) r.or� eve•x W L.6OLVkn� 0 5/6 "x 12 H.D.O.ANCHOR BOLT 4" 4 V. r AW.01 R alas•4e OZ.(M^K >Dcri►i� �w y ��v IAY OR LAND I NO uSI 1wIPSON•ABU"POST* I .)No.4 AAA•TOP FINI5H 64RADE BASE ANCHOR W/ e107"ra 1 MIN.(T1TIG.11i. �V�TIG^L It�AR• ^ 9" In STANDOPF %'44 Or. jJ P�OUNCIPA•r�VV" v 411 II° II II II II ° I BOOR OLA� NOI!lZONT/�L�R • 1 1_°d I • ° (2)1/20 VIA.H.P.O. MUSH 11° •'�•O.G. _ _ e_ CARRIAGE BOLT IL , L;q 12"VIA.POURED GONGR TE a • °r I I I PIM(4000 PSI)FORM®BY d) " a • ° ° i id° ° 'SONO7'UBE" (2)1/2"VIA.H.D.G. GARRIA&E BOLT O z II ° II i "s1MPSON"ABUbb POSTO (4)NO.4 VERTIGAL REAR 11 ° d I P 12 VIA.GONG.PIERIn STAND ii • r- V I1 11 TIED TO FOOTING ° I I° e 11 • nOOTIII� FOOTIN&FORMM BY"BI&FO0 T Z ed 11, •I I , ° .Lf � SYSTEMS"W/(4)04 BAR P.S, A.WAY 11 11 • SET ON SOLID, ° 91 UNDISTUR SOIL I I I LD e a B/b"x 12"HD&ANCA40R I I J II Ip e d II II F ° , d d BOLT (y 1�01"b NO.•Di01"!is • IId 1I d ° ° �a*•L."K•4•O.G. e e I el 1 d 1 d 1 (?a M4 VERTICAL REBAR r#m nK Lamm is 1 °I 1 ° .0 ° 1 i I TIED TO REBAR IN GRADE (2)04 DOWEL° __ --•� ___ U< ' U° BEAM (GOT�ITI NUi TO FOOTI N6) 0 I I I I I t"�ftur�uw ne►n C•--tea--- ] ° e16) I d I I 100 x Ib'GMU PIER L - - ° f ed• ° ` (CEMENT&ROUT SOLID) 11. RXMW FOOTINS PUPITHM AS 1lO6tlNlSp TO elMt cN SOUP UNPI&TURA ev•VIIWW SOIL •••r DETAIL �T'QN DETAIL 2.� �e�OK•�•��ft4rm No"r-A. m T,M,.. H *N0 D ETAI L e.�TO e1 M"OPM v 5UB5TITUTION PERMITTED FOR SPECIFIED ANCHORS G r1A��L r+01t/1flDIT1oNAL>De'rA1Ls � ALTERNATES FIELD FORMED 24"x 24"x 12"CONCRETE FOOTING *NO 5i!TUTION PERMITTED FOR SPI�GIF1® Q ANG"�'� FOUNDATION SCHEMATIC COUNTERSINK BOLT 6'W.GONG.STEM 0 cd ... W M4 VL'RTIGAL L REBAR•24.O.G. GOUNTL9"INK BOLT '� v g d b"W.GONG.STEM —"01UNDAT10N WALL cl ------- — - — ° n Q .� 40 GONG.FLOOR SLAB IW I a 4•GONG.FLOOR SLAB U PATCH(4,000 PSI) l l I I • PATCH(4,000 P51) _ r W/bx W.W.F. e I P i l d FIN. W/bxb W.W.F. v ,w d IL�1° V,• d . . , e FOOTING l/O�l. "'..r G Ii 4. ^ •° • I 0. • w ° •a � • • d • d 111i a e II ° Ibll•• 4 SOIL BLaARING s 9940 PSP M"I •SOIL �+ Imo• � U , 6-MIL. -NE V.B II /\/\/\/\/\/�\//\�\\/\\ N 6-MIL. I 1 ° POLYETHYLENE POL V.D. ° e 4"(MIN)&RAVEL BA9e U /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\, 4"(MIN)6RAVIaL BASE d I I. __ \ \ \ \ \ _ COIN e4 VERTICAL I1 ° •(exTEND INTO EXI5TIN5 " 901E TYPES SAND,SILTY SAND,GLAYIRI'SAND,SILTY&RAVEL,GLAYL'Y&RAVEL I� w S ad REBAR•24 O.G. d I I FOUNDATIOW b SOIL BEARINS CAPACITY 29>00 P9F W ca Z 24 XPs 4We ° S. 2•XPs - -- 0-4 w r ° INSULATION BV. ►-+ a INSULATION BD. IG�,�,. ° di 1, DROPCFOUNDATION FOOTING DESIGN\19 `°�°� DROP FOUNDATION i I • °� (EXTEND TO FOOTING) LL+ UZ Z F� _ z M� TO O0TIN6) f9 ° EXISTING FOUNDATION - •• - ; H oJill a DETAIL ��) . . . . �, �� E DETAIL MIN. a D GOUNTE1-91 NK BOLTL L •, •, �: GOUNTER✓INK BOLT Q — — _..%• TttAX + . j NO.4 FtWAAMIN. (2)M4 I I• e4 VERTICAL - ,••" •,l RIEBAR I I ° II REBAR•24.O.G. .'• 09 T I SLOPE(MAX) Ile III FLOOR JOIST PORCH SLAB PORCH SLAB .. 04 VERTICAL 1 I ` I I D• *REFER TO FOVNVATION I<OR 11 REBAR•24.O.G. el i°tJ 11 1 ld• - - I MIN. e e +00 I +00 I I I d • . ° STEP FOOTIN DIAGRAM , e 11°d l.7)M4 GONT. i e 11�° •11 a RBBAR G II I I U e ° 6" 1 1/2"BLUMSTONE ON ATE. 4/1/19 M -11 11 ,d STONE SHELF 5/4"THICK MORTAR SLTTIT�1&BNB I I 6,•1 I 1 6" c 4• •11 ° SET BELOW REVISIONS: 1 I 4« 6■ ° 11 1 • M4 GONT. I` ° • FINISH GRAD� 4"THICK,S000"1 5/30/19 M4 VERTIGAL � 1 ° RLBAR I PITCH SLAB coNGRETV S•� 8/23/19 1 _STONE SHELF REBAK•24.O.G. 2■ i 1 W/b x b WI.4 x WI.4 WJ�1l Nr. 11 01 19 _ ° d,° a AWAY FROt`�1 I"10U�5E °• ^ SET BELOW d16" °d• •4 VERTICAL d II ^ REBAR•240 O.G I I 12. -- —- - ---- M4 HORIZONTAL 14" d• FINISH GRADE= i ° e M4 HORIZON AL ° RLBAR•24"O.G. ° M4 HORIZONTAL • dO REBAR•24"O.G. REBAR•24'O.G. d e -d d — e— — — — 4"(MIN)GOMPAGTBD aft^VEL.BEG DETAIL DETAIL DETAIL "TYPAR•LANDSCAPE FA'pRIG C B A AGTIM MARTH ORIOML ARCHrTECI'q RJ RED W EXTERIOR"PATIO" $ [Fischer/219004 C,No. FOUNDATION WALL DETAILS A07 DTN.DETAILS MUDSII.L PIATES SHALL BE SECURED TO FOUNDATION WITH 5/8"DIA.x 18"L.GALVANIZED ANC;I IOR J-BOLT W/'WASIIERS P 48"O.C.-MAXIMUM SPACING SCALE :NONE GENERAL NOTES z I. SEE PLANS PREPARED BY DESIGNER FOR KITCHEN CABINET PLLMIBiNG FIXTURE LAYOUT.G.C.SHALL PROVIDE CABINET SOFFIT AND APPLIANCE AS REQUIRED. 0 2. BATHROOM CABINETRY AND FDCTURES INCLUDING ACCESSORIES SHALL BE SELECTED BY OWNER THE GENERAL O CT CONTRACTOR SHALL PROVIDE AND INSTALL THE SELECTED UNLESS THE OWNER STATES OTHERWISE. 3. SEE WINDOW AND DOOR SCHEDULE FOR TYPES. 4. PROVIDE 16 OZ COPPER SILL PAN FLASHING AT ALL �/ EXTERIOR DOOR ROUGH OPENINGS AND AT WINDOWS W A_ IMMEDIATELY ABOVE A ROOF(REVIEW WITH ARCHITECT). 5. PROVIDE'AIR&VAPOR'WRAP BY W.R.GRACE AT ALL WINDOW AND DOOR OPENINGS AS PER DETAIL CAN WINDOW&DOOR SCHEDULE. 6. PROVIDE R-15 F.G.BATI-INSULATION AT ALL EXPOSED EXISTING PATIO EXTERIOR WALL CAVITIES. •DLIJI=�T�TI�rLDOM 7. PROVIDE R-21 INSULATION AT ALL NEW FXTERIOR WALLS 8. PROVIDE R49 INSULATION @ CEILING ADJOINING ATTIC © 9. INSULATE ALL NEW SL EXPOSED EXISTING INTERIOR WALLS ---------------—————————— THROUGHOUT AS WELL AS ENTIRE Fl_OORAT EACH LEVEL 1-) W/SOUND BAiTS BY"R()XUL' III I I ------ --- ------ ___ —————— ——————— ------�-) 10.PROVIDE NEW STRIP OAK FLOOR THROUGHOUT'TO MATCH I I I I I p I EXISTING.UNLESS NOTED OTHERWISE BY OWNER. I I I-PATCH&MATCH EXISTING FLOORING.WALLS&CEILING ------- ------- ---- --@E III I I - I AS REQUIRED. 1 12.NEW DRYWALL SHALL BE 1/2'GYPSUM BOARD UNLESS O I NOTED OTHERWISE. • i� 13.INTERIOR MOULDINGS SHALL MATCH EXISTING. a ® I SUBMIT SAMPLE FOR OWNER'S REVIEW&APPROVAL 0 rn I I I I 1 14.OWNER SHALL SELECT ALL CABINETRY. •� I I 1 I5.INTERIOR DOORS SHALL MATCH EXISTING.SUBMIT SAMPLE FOR l� I OWNER'S REVIEW&APPROVAL C„S I I I I i 16.CONTRACTOR SHALL FURNISH AND INSTALL ALL HARDWARE I I I I I AS SELECTED BY THE OWNER. r-+ I 17.BATHROOM FLOORS SHALL BE TILED.TILE SHALL BE 1 —L_-----J --- --- -------- —————— i INSTALLED A,S PER TCA SPECIFICATION.REVIEW TYPE AND I ❑ � � � ❑ ❑ � I PATTERN WITH OWNER. I� I O O 1 18,PROPERLY PREPARE ALL DRYWALL SURFACES FOR PAINT `V I I (ALL OAK COATS; W(k')D(FURNiTURE QUALiTY FINISH). EVIIEWTTYPES it cd AND COLORS WITH OWNER PRIOR TO START OF WORK. _ E _==____�______ ______-]@___————:@ top .-w i SUBMIT SAMPLES To OWNER FOR REVIEW AND APPROVAL. :pw i — 17j ►4-0cd Fr--j V � HVAC r^ STOR. Ur 0 V/ P-4 0, •*a x ---- CONTRACTOR SHALL REVIEW EXISTING HEATING AND AIR F �_ CONDITIONING SYSTEM THEN SUBMIT PROPOSE HVAC SYSTEM 0 WITH SPECiFICATiONS FOR OWNERS REVIEW AND APPROVAL - REC. RM PIAy RM IFF STORAGE LEGEND a (90"PC RAT®) S w EXISTING WALL(VERIFY 1N FIELD) du�► �N NEW WOOD STUD WALL 2 x @ 16"O c Lta o "� O O m&z1k -- _--_-0-- O O ~ m V� z � r POURED CONCRETE WALL ►—� "`� O Q` E I1 ---------- GARAGE I I CMU WALL(CEMENT GROUT SOLiD) iZ a er •Z x 4'.STUD Y'I11L1 NV P.T.90Lss PLATE # Z :Rr-13 11i'liJL -�- STONE VENEER z 9 '5/b TYPNX d"T DD ►--+ ,0tn 5 g BRICK VENEER m w I —— MECHANICAL BATH5 I 92 DOOR SIZE(NOTED IN INCHES) y -------------------------- cow.lm PDTK STEM WALL I t I I UP WINDOW TYPE EGRESS WINDOW L X L------------------ --------.---------------J CRAWL SPACE ----- VL"MM AGGM PAWL HEADER SiZE 11-1 LINK OF ROOF GANOPr LINTEL SiZE' LA ® COPPER.ILL PAN C�p FILL OI NUMBER OF STUDS(M LL OR JAC ATE: 4/1/19 FRO_-;1t FREE HOSE BIB I R ISIONS: EXHAUST E 5/30/19 VENT EXTERIOR W/M AL DUCT 8/01/19 BASEMENT FLOOR PLAN 11/O1/19 HEAT NSOR SCALE:1/4 1'1�" PROPOSED �H HARD*RED W/BATTERY BACKUP(U LISTED) INTERCONNECTED,NFPA 72 COMPLUWCE NOTE:HEADERS AT ALL INTERIOR DOOR&TRIMMED OPENINGS SHALL BE 8 SMOKE ALARM HARD WIR W/BATTERY hACKUP(U.4 LISTED) (3)2 X 10 @ 2 X 6 WALLS AND(2)2 X 10 @ 2 X 4 WALLS UNLESS NOTED OTHERWISE INTERCONNCTED,NFPA 72' MPLIANC E CARBON MO iDE ALARM ® HARD WIRED W ATTERY BAC P(U. LISTED) iNTERCONNECTBM NFPA 72 COMMAN E 1NAL.ARCNRECM IN RED INK DWG No. REFER TO WINDOW&DOOR SCHED SHE FOR A08 SCHEDULES AND SPECIFICATIONS FLOOR PUN DO NOT SCALE PRINTS Fischer/219004 GENERAL NOTES � z 1. SEE PLANS PREPARED BY DESIGNER FOR KITCHEN CABINET PLUMBING FIXTURE LAYOUT.G.C.SHALL PROVIDE CABINET ..yi SOFFIT AND APPLIANCE AS REQUIRED. O 2 BAT HR(.-)ON4 CABINETRY AND FIXTURES INCLUDING awr BY OVERALL V*4ENSM ACCESSORIES SHALL BE SELECTED BY OWNER.THE GENERAL 0 •PAMILY ROOM CONTRACTOR SHALL PROVIDE AND INSTALL THE SELECTED UNLESS THE OWNER STATES OTHERWISE. 22'-0* ��"��*� �l�' '+' 3. SEE WINDOW AND DOOR SCHEDULE FOR TYPES. ��' 4. PROVIDE 16 OZ.COPPER SILL PAN FLASHING AT ALL �'� S• � $■ �•$• �''� �'� EXTERIOR DOOR ROUGH OPENINGS AND AT WINDOWS IMMEDIATELY ABOVE A ROOF(REVIEW WITH ARCHITECT). I_G2.'G' 6Q.'G' eQ.'G' S. PROVIDE'AIR&VAPOR*WRAP BY W.R.GRACE AT ALL WINDOW AND DOOR OPENINGS AS PER DETAIL ON b x b PT.POWWINDOW&DOOR SCHEDULE. 42'h.9.9.CAME RAILMb � i 6. PROVIDE R-15 F.G.BATT INSULATION AT ALL EXPOSED EXISTING n, EXTERIOR WALL CAVITIES. W ——— —————— L7- 7. PROVIDE R-21 INSULATION AT ALL NEW EXTERIOR WALLS mijol�vI i 8. PROVIDE R-49 INSULATION 0 CEILING ADJOINING ATTIC p — p 9. INSULATE ALL NEW&EXPOSED EXISTING INTERIOR WALLS i I —————————————— THROUGHOUT AS WELL AS ENTIRE FLOOR AT EACH LEVEL W/SOUND BATTS BY"ROXUL" I 10.PROVIDE NEW STRIP OAK FLOOR THROUGHOUT TO MATCH I EXISTING,UNLESS NOTED OTHERWISE BY OWNER. I I _ I L PATCH&MATCH EXISTING FLOORING.WALLS&CEILING liEla'ER TO IL �' �' AS REQUIRED. 0 i A p 12.NEW DRYWALL SHALL BE 1/2'GYPSUM BOARD UNLESS 0 NOTED OTHERWISE. • I GLJ1D 6 b P.T.POST ' �+ 13.INTERIOR MOULDINGS SHALL MATCH EXISTING. 4TV _ SUBMIT SAMPLE FOR OWNERS REVIEW&APPROVAI_ 0 ,w i =T x - .- —__. _ - CABINETRY.. 14.OWNER SHALL SELECT ALL •� _� --' 1S.INTERIOR DOORS SHALL MATCH EXISTING.SUBMIT SAMPLE FOR cd ------- i --- --- ------ ------- OWNER'S REVIEW&APPROVAL. fw _ - 4r K53 cpam_—pmtj�'-- 16.CONTRACTOR SHALL FURNISH AND INSTALL ALL HARDWARE v AS SELECTED BY THE OWNER. 41 _ — p 17.BATHROOM FLOORS SHALL BE TILED.TILE SHALL BE — ——— Q --— — ——— —————— INSTALLED AS PER TCA SPECIFICATION.REVIEW TYPE AND T x- T d-� - .—v- PATTERN WITH OWNER. --- ! - — — 18.PROPERLY PREPARE ALL DRYWALL_SURFACES FOR PAD TT — — — (3 COATS;1 PRIME&2 FINISH).STAIN AND POLYURETHANE - ALL OAK WOOD(FURNITURE QUALITY FINISH).REVIEW TYPES ice+ � ICI I AND COLORS WITH OWNER PRIOR TO START OF WORK FBI SUBMIT SAMPLES TC)0WNER FOR REVIEW AND APPROVAL. •� O OVERALL hl1�MON sets MOTH OF VERAWA '•.• O PWDR b'-o' b' DI KITCHEN Q .� BATH#4 all�� 9=e PLANS PRLTARI!� cl PANTRY BY KITC+EN L MON1 a r , 0 FAMILY RM HVAC cl HALL 0 `� ..�•r• CONTRACTOR SHALL REVIEW EXISTING HEATING AND AIR 04 UP LONI 82 FV - I I CONDITIONING SYSTEM THEN SUBMIT PROPOSE HVAC;SYSTEM WITH SPECIFICATIONS FOR OWNER'S REVIEW AND APPROVAL 1 4 VOW RANOE TO MOMOIt ----_�____ ___ LEGEND a � Ifl ------------ _-- BO SO 120'T.O. a Go Q I I '� �• eQ. EXISTING WALL(VERIFY IN FIELD) .-.� CON � 5 NEW WOOD STUD WALL 2 x 16 O.c w � to b m .. Z w O Q, 't POURED CONCRETE WALL �—+ La 4'14 cc 3 O ^a GUEST BED RM STUDY DINING RM LIVING RM ® CMU WALL(CEMENT GRc)uT SOLID) u,; ? Y z a� I I STONE VENEER z K oil H I I BRICK VENEER ur I I c, ijg I "92DOOR SIZE(N(T rFD IN INCHES) FOYER 'Q I WINDOW TYPE nO o A — -- C4. - Q 4. Z� I EGRESS WINDO 53 ZING WTAL ROOF ill I Q 1 O 1 1 HEADER SIZE' 1 Q 1 I I4 1 PCB TICO 21 I 96'h.MlrAL RAIL[" I I V2' OPe FLDOR I I In LINTEL SIZE 1 I I L-4 ————� ——— COPPI;A SILL PAN FIRST FLOOR PLAN C�p SCALE 1 4 1'-0' PROPOSED IZ'DIALPA.TIP94AN COL. Z�'0. 2-0- OI NUMBER OF STUDS(MULL JACK) DATE: VV 6 x 6 P.T.I 99tr 4/1/19 \ NOTE:HEADERS AT ALL INTERIOR DOOR&TRIMMED OPENINGS SHALL BE MOST FREE HOSE BIB R EVISIONS: (3)2 X 10 @ 2 X 6 WALLS AND(2)2 X 10 0 2 X 4 WALLS UNLESS NOTED OTHERWISE E HAUST FAN(50 CFM,MIN.) 8/23/19 VENT TO EXTERIOR W/MET DUCT 11/01/19 I V2'x 12' ATSENSOR DiIJ!'STOK IM 0EH HLD WIRED W/BATTERY BA P(U.L LISTED) RCONNECTED,NFPA 72 COMPLIANCE SM KE ALARM 8 HAR WIRED W/BATTERY BAC P W.L.LISTED) BWAL MWAL INTE CONNECTED,NFPA 72 CO Lt^CE AL iS'-b' &WN- ® CARBON'MONOXIDE ALARM HARD Wi D W/BATTERY BACKL P(U.L IL STED) .A. 'A' INI"ERCONWECTED,NFPA 72 COM I IANCE 04AL AWHrMCT'S IN RED INK DWG No. REFER TO WINDOW&DC<XSCHEDULE S EET FOR A09 SCHEDULES AND SPECIFICATrQNS ` FLOOR PLAN DO NOT SCALE PRINTS Fischer/219004 r------------------------------------------------------ GENERAL NOTES 1.MUD SILLS PLATES AND ALL OTHER LUMBER IN CONTACT WITH I I CONCRETE SHALL BE PRESERVATIVE- TREATED IN ACCORDANCE WTTIi AWI'A UI,(R317OF THE 20t5 AGAINST MALE.METAL FfAINE�t9t•PX.H PECK JOIST I �NO'.l1JDSTITUTION FOR POST ANCHOR Pl•RMITTED 1.ALL STEEL.INCLUDING BEARING PLATES SHALL BE SHOP PRIMED AND I (`TURNED UPSIDE DO ———I r —————1 —————————————————————————, RECEIVE A SECOND COAT IN THE FIELD UPON COMPLETION. BY"SIMPSON"•EACH JOIST ON I H23A HURRICANE TIE L b" 10" i — - b x b P.T.POST i I ! — - —b x W.T.POST I 3.TOP FLANGE OF STEEL GIRDERS TO BE FLUSH WrTH TOP OF FOUNDATION O 1 "SIMPSON LSG ADJUSTABLE I I I WALL COLUMNS TO BE STANDARD STEEL PIPE. 0 STRINGER CONNECTOR 1 --- 2 x 10 P.T.RIM JOIST I I 2 x 10 P.T.RIM JOIST i 4.STEEL SHALL HAVE PRE-DRILLED HOLES FOR 1/LIN.DU.BOLTS.TOP FLANGE M�./� LAO BOLT To P.T.POST I W I - 2 x 12 P.T.STRINGER I I — I I L116 BOLT TO P.T.POST I OF STEEL GIRDERS FOR 2 ROWS•24dN.O.C. 2 x 10 P.T.DECK JOIST 5.PROVIDE SOLID BRIDGING•MID-POINT OF FLOOR SPANS GREATER THAN 8 k 1 •12"O.C. 2 x 10 P.T.RIM JOIST i I 2 x 10 P.T,DECK i I I 6.SUBFLOOR SHALL BE GLUED AND NAILED TO FLOOR JOIST Wi CONTECH PL400. �` _ JDI5T I I — 2 x 10 P.T.DECK JOIST I 7.PROVIDE GALVANIZED METAL JOIST HANGERS AT ALL FLUSH CONNECTIONS. \ I ($)2 x 12 P.T.bIRDl9t I 8.ALL SOLID AND BUILT-UP WOOD POSTS SHALL BE CONTINUOUS(W/SOLID BLOCKING AS REQUIRED)TO FOUNDATION WALLS,PIERS,OR STEEL GIRDERS. 9.ALL EXTERIOR METAL ANCHORS,FASTENERS,BOLTS.ETC......SHALL BE HOT I i i JOIST HAN6ER•EACH JOIST i 1 4 I DRIPPED GALVANIZED STEEL I "JIT"r�"•AIL"&ALE• I 10.PROVIDE 2 x FIRESTOPPING AT DROP CEILINGS AND WHERE REQUIRED BY .•--I - -0 rol— --- (IS)2 x 10 P.T.FLUSH HEADER i I POST S ' CODE.REVIEW WITH LOCAL BUILDING OFFICIALS. I w (�9)2 x to PRESSURE TREATED GIRDER I r———————-I I 11.PROVIDE HURRICANE ANCHORS AT ALL RAFTERS,SIMPSON•H2.5A. I f fir.I fl Y'V(2)I/2"DIA.HD.6.CARRIAGE BOLTS i KAaHERS I I 2 x 12 61RDER BEYOND I I I n n I I I 12.STEP ROOF SHEATHING BACK FROM RIDGE AS REQUIRED FOR RIDGE VENTS (I'9OLTED W/P.T.SCAB) I I I I I ' II ' —C.t)1/2"DIA.GARRIASE BOLT 1 °. •I I HDb.POST BASE"SIMPSo�!'M AeUbb 'I -- 10"CMU PIER BE'fOND I I I II I ' 1111 ' I ! i ' ------ I ---"•x 12'HIPS AW-40M BOLT I WALL BRACING 21 i; ST'M'� "T�) L I WALL BRACING SHALL BE IN ACCORDANCE WITH METHOD °•�I,. �i• - 5/50 x 12"HD$.ANG}IOR BOLT I I i I I i�j I I CS.WSP(TABLE 602.10.4)AND TABLE 602.10.3 IN COMPLIANCE !L .. i I I I I I I I I � I NOTFs PROVIDE ADDITIONAL IRtD I I OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. I 12'VIA.POURED CONCRETE Pam! I TO ALLOW FOR PROPER INS T TION 130L I I I OF STEEL 1-y4ELS TO DEc INS ' ' " ' " `'"") SHEATHING L——————————— I (4000 PSI)FORMED BY"JONOTUM J I I I I I I i I I I )2 x to P.T.60VM I L -- L1I_1 .1 _____________________J SUBFLOOR: 7/8"ADVANTECH 0 4-1 OUTLINE OF WOOD DUr.K L--__---__- 12 x 10 P.T.RIM JOIST I 2 x 10 P.T.RI 1ST b x b P T.POST WALL: 1/2"EXTERIOR GRADE PLYWOOD c: 0 I 2 x 10 P.T.RIM JOIST I %Z x t0 P.T.RIM JOIST ------ -----_---------_ - ROOF(ASPHALT): 5/8"EXTERIOR GRADE PLYWOOD ,0 ROOF(OTHER): 3/4 EXTERIOR GRADE PLYWOOD td 6x6P.T.POST --- _---_— —_---_— —_---_-- ---_-- - -------- --- t11 I I I I I M)2 x 12 P.T.61RDER v _ _ __ __ I I ' LEGEND 411 r----------------------------, I �� Iso _ �II11 Itl - I t� -- - ----_- --- .I I I I I REINFORCE RIM JOIST -2 x tO P.T. FLOOR I JOIST,LVL,PSL&LSL SHALL BE MANUFACTURED W/2 x 10 P.T.JOIST I RIM JOIST BY TRUS JOIST WEYERHAEUSER OR APPROVED EQUAL I I It T (5)2 x 12 P.T.61 OOURM IJOIS I ON INTERIOR SIDE III G.C.SHALL BE RESPONSIBLE TO SUBMIT SPECIFICATIONS I ("S)2 x 12 PRE9AURE TREATED GIRDER I I I t t I I FOR SUBSTITUTED MANUFACTURER TO ARCHITECT FOR I W/(�9)1/2"DIA.HDb.GARRIASE BOLTS•WA_SHERS I II I M I I �SM I REVIEW PRIOR TO MATERIAL ORDER. I (BOLTED W/P.T.SCAB) ♦' I 2 x 0 Pff. N6ER I It a► LINE OF LANDING I I •12"O �/- ' I 1d LV.L LAMINATED VENEER LUMBER 1.9 E(Fb-2,600 PSI) •0 Q 2 x b P.T.SGAB BOLT®TO POST I II I I x 10 P.T. I " P.S.L. PARALLEL STRAND LUMBER 2.0 E(Fb-2,9W PSI) �� W/(2)I/2'DIA.HD.6.CARRIAGE BOLTS• I It I I I I I I 0 i I I'�` g I � It t t t t 1 I M JOIST II I N I I I II h tl I D.F. DIMENSIONAL FRAMING LUMBER NO.2 D.F.(Fb-950 PSI v V ItIL— P.T. PRESSURE TREATED LUMBER NO.1 S.Y.P.(Fb-1050 PSI) cd _ _ ■ _ r _ _1 T—- ' SERIES B-360 SERIES C-230 SERIES u b x b P.T.WOOD Po3T (9)2 x I IP.T.61 (5)2 x 10 FLUSH (9)2 x 12 P. 61 / I �+ Ii P.T. I FLOOR JOIST SPACING IS 16"ON-CENTER vcl DT ('S)2 x 12 P.T.61RT7ER t 1 I UNLESS OTHERWISE NOTED ON THE FRAMING LAYOUT— (/} v4 I I I I I Q O I PJ-3 5 1 2"LVL — L-- -----J --_--= --_ —_ --_--_ --_-�_�= DT / 2 x 6 D.F. It W 2 x 12 P.T.GIRDER I I 12 x 10 P.T. L.ED6ER BOLT®TO RIM JOIST I I*J-7 DT 21x 10 P.T. FLUSH LEDSM BOLTED TO HAJSE RIM JOIST - - - - - - - - - _ _ _ _ _ _ _ J 7 1/4"LVL t PJ-D 2 x 8 D.F. N 91/2"TJI a � r- ----- J 1 I I I I I I SISTER EA.BOOR JOIST G - I I I NOTES BOLT FLUSH LEDGER TO RIM JOIST I 1 t 1 1 t t t t t W/LEI.UNDER ISLAND ~' 9 1/4"or 9 1/2"LVL' z 2 MIN. I JOV(2)ROWS 1/2 VIA.LAO HD6 BOLTS YV AASHERS• i .. I 31 16"O.G. I 1 160 O.G.PROVIDE 1/2"HD&HIGH STRENGTH EXPANSION 1 I I I I I I IV,� OUTLINE OF KITCHEN O rJ-10 N 5 QQ M 5 TYPICIAL I 1 BOLTS W/WAS AT CONCRETE FOUNDATION ISLAND ABOVE 2 x 10 D.F. --1 Ln 9t _ _ I Lu 2 x 10 FLusH w11 7/8"TJ1 �..� ao10J-I IL "6ALVANIZ1aD DECK TENSION TIC"DTT1Z" dl I ( 11 1/4 or I 1 7/8 LVILBY"SIMP30N"STRC�Ib-TIE Iot I t 1 1 6ALVANIZ®DECK TENSION Tlla'DT'T1T - _ 'f 44-1- 1/2* BY*SIMPSON'STRONS-TIE PJ-I2 L� 2x12D.F.I1 DIA.(F1D6)sPJ-14 LAO BOLTS I 1 J t t t t t t t t t t 14"T]I z o,`- I ____ z__ _____ _ _ _ _ - z � PRE-DRILL HOLES - l PJ-Ib 16"TJ1 -_ x10 5 a L---------------- -------J �--� �. 2 x 10 P.T. RIM O _IST 6' 10" I ___ - _ I _ _ _—e_ �STIN6 61RDER ' 'MATCH DEPTH OF EXISTING JOIST SPACING 15 16"ON-CENTER D. _L TRIM NEW JOIST AS REQUIRED. UNLESS OTHERWISE NOTED ON THE FRAMING LAYOUT g3 I I I 2 x 6 D.F. 7 1/4"LVL 2 x 8 D.F. I 9 1/2"LVL I &ALE.JOIST METAL HANGER• I DECK JOIST SUPPORTINI6 STAIR I (TURN UP SIDEDOY'N) ------ ------------- 2 x 10 D.F. I I 'SINP'SON"L5G ADJUSTABLE 1 I 11 7/8"LVL I ------------------------ I Z xR l�S ITR NiGER CAONNECT� I I U � 2 x 12 D.F. I I 2x6D.F.S --__---_-_----- _ _� UNLESS ERWISENOTED E INGLAYOUT 2 x 6 F. ---- • I --- W - R-a 2 8 D.F. \1 �ATT; ' - -------------- -------- / 4/1/19 11L R� 1/2"LVL ./ p Il-10 _ R SIONS: LINE of ROOF CANOPY 2 x 10 D.F. _ 5/30/19 w Rx 11 7/8"LVL 8/23/19 0 11/01/19 OPEN POST ANCHORS O R-12 2 x 12 D.F. FIRST FLOOR FRAMING LAYOUT R-14 14"LVL SCALE:l 4"-1'-0" BASEMENT FLOOR PLAN ALL POST BASE ANCHORS FOR BOTH POSTS SHALL --- -- BE GALVANIZED M ABL:66"SIMPSON STRONG•TIE". ROOF PITCH NO SUBSTTTLTTION SHALL BE ACCEPTABLE • PSL BEAMS(WHERE SHOWN ON PLAN)SHALL NOT BE SUBSTITUTED WITH A BUILT-UP LVL BEAM. INTERIOR BRING WALL • ALL FRAMING MEMBERS SHOWN ARE FLUSH W/FLOOR OR ROOF PLANE(CONNECTED WITH METAL HANGERS) T BUILT-UP 2 x CONTINUd S EbO UNLESS OTHFRWISE NOTED OR DESIGNATED AS A HEADER WHICH THEN THE MEMBER IS SET BELOW THE PLANE. TO FOUNDATIO WALL OR GIRDER ARCHITECT'S (MINIMUM POST TH SHAIT,.L BE THE IN RED INK • SOLID BRIDGING 0 MID-SPAN (MINIMUM WIDTH PLUS 2NSkl)DS) DWG No. r G.C.SHALL LAYOUT PLUMBING FIXTURES PRIOR I IBUILT-UP POST ABOVE ON BEAM ob 0'""O'"IFCEILING HEIGHT(ROUGH FRAMING) A10 TO FLOOR FRAMING TO MINIMIZE THE NEED FOR . _ FLOOR FRAMING JOIST HEADERS AT PLUMBING WASTE LINES. DO NOT SCALE PRINTS Fischer/219004 GENERAL NOTES 1.MUD SILLS PLATES AND ALL OTHER LUMBER IN CONTACT WITH H CONCRETE SHALL BE PRESERVATIVE.TREATED AGAINST DECAY IN ACCORDANCE WITH AWPA U1.(R317 OF THE 20151RC) 2.ALL STEEL.INCLUDING BEARING PLATES SHALL BE SHOP PRIMED AND RECEIVE A SECOND COAT IN THE FIELD UPON COMPLETION. o 3.TOP FLANGE OF STEEL GIRDERS TO BE FLUSH WTTH TOP OF FOUNDATION o WALL COLUMNS TO BE STANDARD STEEL PIPE. �4 1 4.STEEL SHALL HAVE PRE-DRILLED HOLES PDR 1/2-IN.DU.BOLTS.TOP FLANGE 2 D C.CILINO JOIST OF STEEL GIRDERS FOR 2 ROWS 0 2+TN.O.C. 5.PROVIDE SOLID BRIDGING a MID-POINT OF FLOOR SPANS GREATER THAN 8 fc v b♦/- 1 6.SUBFLOOR SHALL BE GLUED AND NAILED To FLOOR JOIST W/CONTECH PL400. J` 12 I I }4 I 7.PROVIDE GALVAN17ED METAL JOIST HANGERS AT AL FLUSH CONNECTIONS. 8.ALL SOLID AND BUILT-UP WOOD POSTS SHALL BE CONTINUOUS(W/SOLID _ 1 a I BLOCKING AS REQUIRED)TO FOUNDATION WALLS,PIERS.OR STEEL GIRDERS. (MMRMAON H23A'TIE 0 E+R IF TER 1 - �NVOGANE'1 0�'-�TIE o e�� I 9.ALL DRIPPIXED GALVANIZED STEE OR METAL ANCHORS.FASTENERS.BOLTS,FTC......SHALL BE HOT 1 1 I 1 10.PROVIDE 2 x FIRESTOPPING AT DROP CEILINGS AND WHERE REQUIRED BY I x b GEILINd JOIST --- -- 1 I 1 CODE.REVIEW WITH LOCAL BUILDING OFFICIALS. 1 (2)2 x 6 TOP PLATE I 11.PROVIDE HURRICANE ANCHORS AT ALL RAFTERS,SIMPSON•H2.5A. 2 x SW PAW A I 12.STEP ROOF SHEATHING BACK FROM RIDGE AS REQUIRED FOR RIDGE VENTS i I 1 1 1 (2)2 x 6 TOP PLATE 2 x Sue PASGIA r-_------, 1 (9)�V2'LVL MEAD=R I -- �„ ,;� WALL BRACING I �),In'LVL+�— -- I I I �•mcr.PLYHOM I I I WALL BRACING SHALL BE IN ACCORDANCE WITH METHOD SHEATHINb I I 1 1 CS-WSP(TABLE 602.10.4)AND TABLE 602.10.3 IN COMPLIANCE 12• i OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. I 12' SHEATHING I _ I I r I I I L———_—_——_________-___—__~_ __... . SUBFLOOR: 7/8"ADVANTECH �0 --------_—__I IL ——— ——(b)q HI•1/2'LVL ADER WALL: 1/2"EXTERIOR GRADE PLYWOOD 01� o `————————— -O——— I ————— T-———— —————— ROOF(ASPHALT): 5/8"EXTERIOR GRADE PLYWOOD „0 b b rill, I x PT.POSTROOF(OTHER): 3/4"EXTERIOR GRADE PLYWOOD RS lR FEAD (1!!!!'!5t TO PI-A1EW �9� I ; \�/ I I lr �--i- ----� , , LEGEND 'SIMIPSoN •Acb/Actb Ha.&ALV I I 1 v• I I POST GAP 1 J ( \ OC A- I I FLOOR I JOIST,LVL,PSL&LSL SHALL BE MANUFACTURED Q BY TRUS JOIST WEYERHAEUSER OR APPROVED EQUAL. 9 G.C.SHALL BE RESPONSIBLE TO SUBMIT SPECIFICATIONS FOR SUBSTITUTED MANUFACTURER TO ARCHITECT FOR 1 I I I I I REVIEW PRIOR TO MATERIAL ORDER. •� I A I I I fan +i q�-4' I I I � c� b b I d I I I I I I LV.L LAMINATED VENEER LUMBER 1.9 E(Fb-2,600 PSI) �� o 6 x b P.T.POST 1 (+'S)A 1/2"L.'/L HEADER I ( I G J� I I I P.S.L. PARALLEL STRAND LUMBER 2.0 E(Fb-2,900 PSI) I I I I I I ----- - ---- ------- J D.F. DIMENSIONAL FRAMING LUMBER NO.2 D.F.(Fb-950 PSI v y BOLT ANGFIOR 71D POST W/(2)I/2'DIA ------- --- dALv GARRIAd!•ea.Ts ——————— ——————— ( I �'1 P.T. PRESSURE TREATED LUMBER NO.1 S.Y.P.(Fb-1050 PSI)fi _ . I I I L I I — RSIMIPSON'•Aeueb dALVANI2B7 POST DAM W/ I I � I i \\ I � R"'8 A-560 SERIES B-360 SERIES C-230 SERIES I'3/8'DIA.x 12'HD.6ALV.ANG410R 90Lt i \9� I �. III \ S'I MOW+i I t I *� U FLOOR JOIST SPACING IS 16"ON-CENTER v d _ . UNLESS OTHERWISE NOTED ON THE FRAMING LAYOUT f/} I R-� EXTI&V HIP INTO of (I I / \ I I _ — V) (h \i,� AALL PRAMINB� 0 I I / \; �( \ I I P'� __ 5 1/2'LVL � A�LO�j/BEAM CONNECTION I I (b/I�+/ I i \ �, \ P.� a 2 x 6 D.F. 7 1/4"LVL ® � PRAhE PORCH ROOF fwJ-D O OVER VERANDA 2 x 8 D.F. �$ 04 9 1/2"TJI O� a EXTEND HEADER INTO o WALL FRAMING P` ' 9 1/4"car 9 1/2"LVLEll 0--Z di roll IOJ Ell O 2 x 10 D.F. p( J k w 8 117/8"T11 —. _ w � z ^ PJ-IIL w w • �-� a 11 1/4 or 11 7/8 LVL � :2 ad � I I FJ-12 2 x 12 D.F. --— ___ °� z� •��' 14"-�I Z t`- I9 — 11 _T------------ PJ-Ib 16w nl �, Xti ------------ -- -------- 'MATCHDEPT7-I OF EXISTING JOIST. 0�' ~g TRIM NEW JOIST AS REQUIRED. o I ICEILING JOIST_ -CENTTR UNLESS OTHERWISE NOTED ON THE FRAMING LAYOUT 2x6D.F. — C"1-7 7 1/4"LVL Q GJ-0 - -- O x A.T1904AM Ys x I6 + 2 x 8 D.F. L STEEL BEAM ® � CJ-q z 9 1/2"LVL I I 2 x 10 D.F. 11` 11 7/8"LVL ul II W DO NOT SU95TITUTE I I U C.J-" 12 ry TRIPLE LVLS }I---- -------------� 2 x 12 D.F. C."1/4"x 11 1/6"PSL H�EACCR I I I . x 6 D.F.St PE R-8 I I UNLESS OTHE WISE NOTED ON ipE F IN LAYOUT I 1 / 1[-b 2 x 6 D.F. _ ('snW I � I pl _ Ft-jw 2x8D.F. ATE: r---L---------- — ------------ �r. 4/1/19 ROOF &CEILING FRAMING LAYOUT I ' , 1 R " �� 91/2 LVL SCALE:1 4"-IT" FIRST FT OOR PLAN - I I �.r R-+1O 1 I z x to D.F. R VISION�30/19 i I -- 8/23/19 • PSL BEAMS(WHERE SHOWN ON PLAN)SHALL NOT BE SUBSTITUTED WITH A BUILT-UP LVL BEAM. I I I 7/8 LVL R-a' I l p I 1 Q 11/01/19 EXI'.lTINB►FLOOR 0 1 1 J MAW AW I i 1 00 R-1 2 x 12 D.F. — • ALL FRAMING MEMBERS SHOWN ARE FLUSH W/FLOOR OR ROOF PLANE(CONNECTED WITH METAL HANGERS) n X JDIST UNLESS OTHERWISE NOTED OR DESIGNATED AS A HEADER WHICH THEN THE MEMBER IS SET BELOW THE PLANE. 14"LVL • SOLID BRIDGING 0 MID-SPAN -_-- --_- -x,Q — I ROOF PITCH IOR BEARING WALL 2 x 6 GEILI EXISTING CEILINS 1 INTER G.C.SHALL LAYOUT PLUMBING FIXTURES PRIOR TO FLOOR FRAMING TO MINIMIZE THE NEED FOR I JOIST "SST I —T— BUIL VP 2 x POST CONTIN US DOWN JOIST HEADERS AT PLUMBING WASTE LINES. x b P.T.POST i I TO FOLkJ'DATION WALL OR ODER p,ALARC�-i.s��, 1 S 1/4'x II T/b'PSL FeA M JOIST HANGER• 1 (MINIM01.4 POST WIDTH SH�LL BE THE SEAL IN RWINK EACH JOIST BEAM W1D"PLUS 2 STUD DWG No. 'K VI!IF NEEDED) 1D DAGK CEILING BUILT-UP POSV,ABOVE ON r EAM 0..0' A l 1 1.._____________________________! �— CEILING HEIC:HT FRAMING) ROOF FRAMING DO NOT SCALE PRINTS Fischer/219044 GENERAL NOTES z w I. PROVIDE ICE-SHIELD WATERPROOF MEMBRANE BY DUPONT Q AT ALL EAVES,VALLEYS AND CRICKETS.COVER ENTIRE 0 LOW-PITCH PORCH ROOFS(4/12&LESS)WITH WATERPROOF �w ROOFINIS TO W MEMBRANE. M REMOVED 2. ROOFING SHALL BE ACHITECTURAL ASPHALT SHINGLES W SUBMIT SAMPLES FOR OWNER'S APPROVAL W►J` 3. GUTTERS&LEADERS SHALL BE BAKED ENAMEL ALUMINUM. ROOF TO BE REMAIN— GUTTER SHALL BE 6"w.K-STYLE. 4. ALL FLASHING(CONCEALED AND EXPOSED)SHALL.BE 16 oz.COPPER. 5. PROVIDE 16 OZ COPPER SILL PAN FLASHING,AS PER DETAIL, AT ALL EXTERIOR DOOR OPENINGS. -- - 6. PROVIDE COPPER DRIP EDGE AT ALL EAVES. r , v 7. SIDING SHALL BE HARDI&PLANK. Ll I LLJ—1 L I I 8. TRIM SUCH AS FLAT STOCK AND MOULDING SHALL BE. "AZEK-OR EQUAL. 9. RIDGE VENTS SHALL BE SHINGLE VENT BY AIRVENT,INC, Ll Ll — O RGOI TO OR EQUAL RB�iOVED 10.PRO VIDE"AIR&VAPOR BARRIER"WRAP BY"GRACE'AT ALL WINDOW AND DOOR ROUGH OPENINGS AS PER DETAIL, O 11.EXTERIOR WALL SHEATHING SHALL BE WRAPPED WITH 41 'HYDROGAP"HOLISEWRAP BY BENJAMIN OBDYKE.ALL SEAMS SHALL BE TAPPED AS PER MANUFACTURER'S SPECIFICATIONS. r TO W 12.PROVIDE 1 x COMPOSITE KICK BOARD AT EACH DOOR SILL. .O - THROU 9,HOU'HOUSE 41 13.PROVIDE COPPER DRIP CAP FLASHING AT ALL FRIE7ES, cd COLUMN CAPS,WINDOW AND DOOR HEAD TRIM tw v 14.PROVIDE"AZEK"J-BL(-)CKS AT EXTERIOR WALLS FOR Q Li jr� MOUNTING OF LANTERNS,HOSE BIBS,ELECTRICAL '"01 OLn"LETS,ETC.AS PER DETAIL. Q SIDING 4 TRIM 15.G.C.SHALL DEVELOP PAINTING AND/OR STAINING TO BE RIM SCHEDULE AND SPECIFICATIONS WITH OWNER.SUBMIT PROPOSAL AND SAMPLES AS REQUESTED. 0 Cd CIS cd -4 FRONT ELEVATION o SCALE-l 4'-1'A' F-XISTiNC; a M REIAP.GONG.GROYW � a FINISH SCHEDULE 'THIN•!STONE Vnemtn ►� �.�Mv � aLn ARCHITECTURAL.ASPHALT ROOF 9HINI C7 <L Z � U' (MATCH 6ARAGlaJ Z < � oG - Ib oz GOPPM STEP LLI BUILD OUT RAKCS 7- (MATCH EXISTING) � g ��•�.B.E.ALUM.OUTTER TMROIUML DING —- 51 ^ co. 'I waa. O � cn � � FL FL. 9AZEK0 FRIEE 00 M70 PANS. ry GROrM LIU 5/4'AZEK"'ZoNx, a PANEL w U Ib Ib -E U0 Z U) S.S.ZING MTAL ROOF OA U U xa,;o �E•Ii s3 - w MARDIe�-PLAl�c LAP SI»INd x Li 'S/4 x 4'AZ@C•— _ (SMOOTH PII�iI'SFU APRON(TYPICAL) Ib Ib tb Ib i z Q z DATE: 1 - - Z A Z 4 /9 — w w O w w S.S.ZING- I S✓4 x b AZt9C C.D. U a C7 REVISIONS: META&ROOF D Dw oG I A ' Q w a 8/23/19 •AZElc•B'A'f Z w B I I z i IZ'VIA.FA.•TUSCAN•DOLL M Z AG o MOO PANG.rV— Q I I I 960 h.METAL RAILING 2 W S/4•AZEK'TRIM �L—I— L-----------Lr—i— 1 NE STOva O A 0 Z f --�_--I_ ------------L--4---I o fi I I I STEM t LANDI" I PIN tit FOOTING TO V i w 09WMAt ARCS I - I I I I exlsTiNe� z 0 � U I c� caG z 1 w�1�x 4 I I CASING('T'YPIGALJ ——1 AZIEK' r——— -— — w I z ` O I t7 t..z DWG No. --L--- .� f I I --L---- "� 0 Z a FRONT ELEVATION r-----------� 0 Q x z �' Al2 - L--------- ct1 W l V) t-' w w U SCALE:1 4'-1'-0" PROPOSED PIN NEM FOOTING TO ELEVATION , IgTTNG DO NOT SCALE PRINTS filscher/219004 GENERAL NOTES z w 1. PROVIDE ICESHIELD WATERPROOF MEMBRANE BY DUPONT 0 AT ALL EAVES,VALLEYS AND CRICKETS.COVER ENTIRE 0 LOW-PITCH PORCH ROOFS(4/12&LESS)WITH WATERPROOF MEMBRANE. M 2. ROOFING SHALL BE ACHiTECTURAL ASPHALT SHINGLES W SUBMIT SAMPLES FOR OWNER'S APPROVAL W>` 3. GUTTERS&LEADERS SHALL BE BAKED ENAMEL ALUMINUM GUTTER SHALL BE 6"w.KSTYLE. 4. ALL FLASHING(CONCEALED AND EXPOSED)SHALL BE 16 oz.COPPER. S. PROVIDE 16 OZ.COPPER SILL PAN FLASHING,AS PER DETAIL, AT ALL EXTERIOR DOOR OPENINGS. 6. PROVIDE COPPER DRIP EDGE AT ALL EAVES. 7. SIDING SHALL BE HARDIE-PLANK. 8. TRIM SUCH AS FLAT STOCK AND MOULDING SHALL BE. "AZEK"OR EQUAL. 9. RIDGE VENTS SHALL BE SHINGLE VENT BY AIRVENT,INC, - _ OR EQUAL. 10.PROVIDE'AIR&VAPOR BARRIER"WRAP BY"GRACE"AT ALL WINDOW AND DOOR ROUGH OPENINGS AS PER DETAIL 0 11.EXTERIOR WALL SHEATHING SHALL BE WRAPPED WITH "HYDROGAP"HOUSEWRAP BY BENJAMIN OBDYKE.ALL SEAMS rr SHALL BE TAPPED AS PER MANUFACTURER'S SPECIFICATIONS. 12.PROVIDE 1 x COMPOSITE KICK BOARD AT EACH DC-)OR SILL .O O 13.PROVIDE COPPER DRIP CAP FLASHING AT ALL FRIEZES, Cd COLUMN CAPS.WINDOW AND DOOR HEAD TRIM. � 14.PROVIDE"A7-EK-J-BLOCKS AT EXTERIOR WALLS FOR MOUNTING OF LANTERNS,HOSE BIBS,ELECTRICAL OUTLETS,ETC.AS PER DETAIL minim win I oil minim I 15.G.C.SHALL DEVELOP PAINTING AND/OR STAINING -T SCHEDULE AND SPECIFICATIONS WITH OWNER.SUBMIT PROPOSAL AND SAMPI ES AS REQUESTED. .r! TMEETMIM, Cd •�OCd W VCd � LEFT SIDE ELEVATION uo SCALE:li 4"-F-T EXISTING 4 704 x a elf) FINISH SCHEDULE w .-• � z _ B z t +o�rH FIND a x CID z g z U x x x cn 011 i i UJ I I 5/4 x 6"AZM"GB. O \ Ua V il w w U Oz �Z Z 01 Au °ul w w w ATE: _ Z A Z 1/19 pG (j 0 C7 R SIGNS: w w a a 0 0 5/30/19 Iwy 4 8/23/19 Z ¢ U 2 w 11/Ol/19 "AZEW 9R-A r z a w 2 pc w :x8 II I o W Wr.SAME LEVM w/ ARCWMEM I I I exsr& OUM F OTIN& IN RED Q a I �Q DWG No.� r U. a0z z LJ L--� OA13 LEFT SIDE ELEVATION v � ELEVATION SCALE:1 4"-I'V PROPOSED DO NOT SCALE PRINTS Fischer/219004 GENERAL NOTES z w I. PROVIDE ICE-SHIELD WATERPROOF MEMBRANE BY DUPONT O AT ALL EAVES.VALLEYS AND CRICKETS.COVER ENTIRE o LOW-PITCH PORCH ROOFS(4/12&LESS)WITH WATERPROOF MEMBRANE. M 2. ROOFING SHALL BE ACHITECTURAL ASPHALT SHINGLES W SUBMIT SAMPLES FOR OWNER'S APPROVAL v 3. GUTTERS&LEADERS SHALL BE BAKED ENAMEL ALUMINUM. GUTTER SHALL BE 6"w.K-TME. 4. ALL FLASHING(CONCEALED AND EXPOSED)SHALL BE 16 oz.COPPER. 5. PROVIDE 16 OZ COPPER SILL PAN FLASHING,AS PER DETAIL, AT ALL EXTERIOR DOOR OPENINGS. 6. PROVIDE COPPER DRIP EDGE AT ALL EAVES. 7. SIDING SHALL BE HARDIE.PLANK. 8. TRIM SUCH AS FLAT STOCK AND MOULDING SHALL BE. Ll Li "AZEK"OR EQUAL. 9. RIDGE VENTS SHALL BE SHINGLE VENT BY AIRVENT,INC, OR EQUAL 10.PROVIDE'AIR&VAPOR BARRIER'WRAP BY'GRACE"AT ALL WINDOW AND POOR ROUGH OPENINGS AS PER DETAIL. O 11.EXTERIOR WALL SHEATHING SHALL BE WRAPPED WITH -HYDROGAP"HOUSEWRAP BY BENJAMIN OBDYKE.ALL SEAMS • aSHALL BE TAPPED AS PER MANUFACTURER'S SPECIFICATIONS. O H12.PROVIDE I x COMPOSITE KICK BOARD AT EACH DOOR SILL. .� Ej 13.PROVIDE COPPER DRIP CAP FLASHING AT ALL FRIEZES, Ldroil tip 111 0 Ilre-1 p ta p imp n, COLUMN CAPS,WINDOW AND DOOR HEAD TRIM. �+ W 14.PROVIDE'AZEK"J-BLOCKS AT EXTERIOR WALLS FOR �► MOUNTING OF LANTERNS,HOSE BIBS,ELECTRICAL OUTLETS,ETC.AS PER DETAIL Q 15.G.C.SHALL DEVELOP PAINTLNG AND/OR STAINING _ SCHEDULE AND SPECIFICATIONS WITH OWNER.SUBMIT' _ PROPOSAL.AND SAMPLES AS REQUESTED. 0 cd LL _ .rw 0 W V � REAR ELEVATION l Lb SCALE 1:4'-111' EXISTING o 04 •�"'� x 0 � N FINISH SCHEDULE 00 a 0 w ►� m Z M o� Z D z ° $o ARLHITEGTURAL ASPHALT RDOP SHINGLE s (MATCH OARA W ? Z c a x w 0 Iy , � [� 0 i U z o ° 3 z Qr-L FL- luid o9 ® w J w � 4 x 4'AZEK•CASING, u rn a ? w w U F" UO Z c)z Inda: _ w ARCA41TECTURAL NGLEw � H� fluw w Z Q CASPHH6T ROOF ' FIA1eDIE-PLANG LAP SIDINS i4 Q Z U - (SMOOTH FMISH) —A I W DATE: AZEIc cLAfl P�osT Z p Z 4/1/19 -- w w U p C7 U 0t REVISIONS: 'W4 x b"AMC"Gam. w Ww p � w w 0 p 0 5/30/19 � cwy Q Z w 8/23/19 Z a U Z Li U 1/O1/19 ' GEM.S I 10INISH•R z L---J ( II II I l i II II II I I I Q ?t i t III III III ItI (bldPOOT S1rSTL�U 2 Io•x 6• L—_—J 00 GM Plat --- r 12•�GOWPEM Ro Qw 0IU0INAL ARCinTC I`sU Z SEAL IN RED INK Z Q 0 a z Z DWG No. L_— L--� L--N L--N O Q Z a O REAR ELEVATION -�L L I I x z A14 y ao oG cn cn w v U L_--J L---J L--_J LJ ELEVATION SCALE:1/4"-1'-0' PROPOSED LOA��NS l BY�TONe"' "' DO NOT SCALE PRI FiScher/2i9oo4 GENERAL NOTES z I. PROVIDE ICE-SHIELD WATERPROOF MEMBRANE BY DUPONT 0 AT ALL EAVES,VALLEYS AND CRICKETS.COVER ENTIRE 0 �\ LOW-PITCH PORCH ROOFS(4/12&LESS)WITH WATERPROOF �4 i \\ W MEMBRANE. M i 2. ROOFING SHALL BE ACHITECTURAL ASPHALT SHINGLES i SUBMIT SAMPLES FOR OWNER'S APPROVAL i 3. GUTTERS 6c LEADERS SHALL BE BAKED ENAMEL ALUMINUM. GUTTER SHALL BE 6'w.KSTYLE. 4. ALL FLASHING(CONCEALED AND EXPOSED)SHALL BE 16 02.COPPER. 5. PROVIDE 16 OZ.COPPER SILL PAN FLASHING.AS PER DETAIL, AT ALL EXTERIOR DOOR OPENINGS. 6. PROVIDE COPPER DRIP EDGE AT ALL EAVES. u 7. SIDING SHALL BE HARDIFPLANK. 8. TRIM SUCH AS FLAT STOCK AND MOULDING SHALL BE. "AZEK-OR EQUAL. 9. RIDGE VENTS SHALL BE SHINGLE VENT BY AIRVENT,INC, OR EQUAL 10.PROVIDE'AIR&VAPOR BARRIER'WRAP BY"GRACE'AT ALL WINDOW AND DOOR ROUGH OPENINGS AS PER DETAIL. 0 1 1.EXTERIOR WALL SHEATHING SHALL BE WRAPPED WITlH 'HYDROGA.P"HOUSEWRAP BY BENJAMIN OBDYKE.ALL SEAMS -� SHALL BE TAPPED AS PER MANUFACTURER'S SPECIFICATIONS. O 12.PROVIDE 1 x COMPOSITE KICK BOARD AT EACH DOOR SILL. .'4 1J -- 13.PROVIDE COPPER DRIP CAP FLASHING AT ALL FRIEZES, RS COLUMN CAPS,WINDOW AND DOOR HEAD TRIM. H 14.PROVIDE-AZEK-J-BLOCKS AT EXTERIOR WALLS FOR �► MOUNTING OF LANTERNS,HOSE BIBS.ELECTRICAL ' OUTLETS,ETC.AS PER DETAIL ool — 15.G.C.SHALL DEVELOP PAINTING AND/OR STAINING SCHEDULE AND SPECIFICATIONS WITH OWNER.SUBMIT PROPOSAL AND SAMPLES AS REQUESTED. ® ;14 0 cd ..r � Q RIGHT SIDE ELEVATION u cd SCALE:1,4'-IT" EXISTING a '� x 0 � � M REINF.Clow,.cao FINISH SCHEDULE }o 'THIN'STONE _ - - �; ru°�° r D a W UM z D o(ON� I � E �5 �6' r - _ w s E ' Z z r�� WTURN VC i 6lJT'Tf9t U E-• E-' V U �., V 2 X ti 5b g 4 a o x x �, o U '3 cue c� z ki MARDI>e-FLAW LAP SIDINb 5/4 (SMOOTH FINISH) w � I CID x 6'AZOC' z GB. _ w W u IARG#iITl5G7URAL _~ _ _ b+/- U z x z ASPHALT ROOF SHINGLE I6 ARGHITecTueAa.. [-� O (MATCH SARA W �OROOF NdLC W Q 00001K or Q - - I a 12,VIA.PA.'TIJSGAN' I w ' COLUMN - - - 42%.STAINLESS STEEL � r,AaI.E RAILING S,rsTa�I � � f 0000 I6 _ w � i I w DATE: - _ AZEK GLAD POST z t7 t z 4/1/19 i a w w p --- F1 _ W W U a 0 C7 u REVISK S: w aV) aG x Q z 5/30/19 twy 0 w 8/23/19 U z u. U 1/01/19 r----T--I 96'h.METAL RAILIN6 ul 4 I I STONE VENEERI I I I I I I I I ,� z ILA ----T-�-------� I I I L---J L---J L--- 0 i a z 1f —�————L——Z� 1 y 1"00T1N6 TO PIN NB�I EGGING TO I 1 I 0 �\ L------ �JCISTiN6 I EXISTINGJ- OU W ———————j L—J 2 2 i3 AG W ( z SFALINRED IINNxtrEcrS STOP FOOTINSSN-w00 z : z DWG No. RIGHT SIDE E 1.4 o Q z x o A15 LEVATION SCALE:1;'4'-1'-0" PROPOSED ELEVATION DO NOT SCALE PRINTS Fischer/219004 WINDOW &. EXTERIOR DOOR SCHEDULE NOTES z w EGRESS GLASS EXTERIOR CASING NOTES 1. Refer to the floor plans for location of windows and doors. 0 2. Windows and French doors shall be ANDERSEN WINDOWS 400 SERIES. 0 Window manufacturer shall provide complete shop drawings for review&approval. ►- !� PP � Z z W z w a x Q U E� U Q O 3. Window&door glazing shall be insulated glass with 7/8"insulated divided v 0 w p z MANUFACTURER UNIT NUMBER W 0 � � 0 ¢ w � X iL lites(FDL).Insulated glass shall be Northern Low E glass with Argon gas. � O �¢ Z`. � F-. PO fi. PO Lu z a w z aW U U _ _ 0 x 0 W x 4. Refer to exterior elevations for window&door muntin pattern "= Q � � U z Q U 5. Windows shall be prepared for"full"stools. Stools shall be field applied. U W w ..� � � U 2 w E-- x PP H U, N M M U U w Z 6. Windows and French doors to be factory primed. U A (2)36"x 96"x 2 1/4"MAHOGANY ENTRANCE DOOR&(2) 1811 w.SIDELIGHTS 0 .32 .21 13 7. Windows to be complete with screens,white sash lock and white jamb hardware. U 8. Single stud pocket. B TW 2042 .31 .28 9. Double stud pocket. C 36"x 80"x 1 3/4"COMPOSITE ENTRANCE DOOR 0 .31 .28 10. Hardware shall be complete for all doors. Owner shall select hardware and finishes. D 32"x 80"x 1 3/4"COMPOSITE ENTRANCE DOOR 0 .31 .28 11. Each pane of safe lass hall have 0 p safety g s h type of glazing designation laser etched 0 E CUGLTS 8036 0 29 •29 and visible. • F CIR 24(SEE FRONT ELEVATION) ,29 ,lq 12. Exterior doors shall be selected by the Owner. •V (J 13. Determine in field whether overall door unit will fit before placing order. H FWH 54611 .32 .21 Reduce sidelights if needed to fit. 4 Q 0 WINDOW FALL PROTECTION Cd OPENING CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE U 0 WITH SECTIONS R312.2.1 AND R312.2.2 OF THE 2015 IRC. rr^^ vJ LINTEL SCHEDULE a •� x 0 L SIZE MINIMUM BEARING a4 N1 LO REFER TO FRAMING LAYOUT PLAN FOR LINTEL SIZE LE EXISTING LINTEL(EXPOSE&VERIFY 1N FIELD) Q 00 "D ►.-: W'-' 5 L1 4"x 4"x 5/16"GALVANIZED STEEL ANGLE 6"(EACH SIDE) 1 . w m U 1,2 6"x 4"x 3/8" GALVANIZED STEEL ANGLE 6"(EACH SIDE) 2 O o% F g 1.STEEL SHALL CONFORM TO AFTM SPECIFICATIONS A-36 FOR STRUCTURAL STEEL LU z I� NOTES 1.STEEL ANGLE LINTEL SHALL BE HOT DIPPED GALVANIZED STEEL LL Z B 3.VADE FIANCE STEEL BEAM LINTEL SHALL RECEIVE(2)COATS OF RUST INHIBrrOR(1 SHOP COAT 5�1 FIELD COAT) _Z O aIo a 0 9 HEADER SCHEDULE �Dcc `-' 0. 0 H SIZE Rd H-0 REFER FRAMING LAYOUT FOR HEADER SIZE H-E EXISTING HEADER (EXPOSE&VERIFY IN FIELD AS REQ ED) H305 (3)5 1/2"L.V.L. H2O5 (2)5 1/2"L.V.L. H 109 5 1/4"x 9 1/2"P GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT WINDOW SUBSTITUTIONS,IF ANY WHETHER BY MODEL OR MANUFACTURER COMPLY WITH STATE BUILDING CODE FOR EGRESS AS DESIGNATED ABOVE. H306 (3)2 x 6 D.F.L. H2O6 (2)2 x 6 D.F.L. HI I I 1/4"x 11 /8"P.S.L. H307 (3)7 1/4"L.V.L H207 (2)7 1/4"L.V.L. H 11 " 4"P.S.L. H308 (3)2 x 8 D.F.L. H2O8 (2)2 x 8 D.F.L. /'-"H116 1 4" 16" SN H 309 (3)9 1/2"L.V.L. " H2O9 (2)9 1/2 L.V.L. H 118 S Vf I "x 18"P.S.L. H310 (3)2 x 10 D.F.L. H210 (2)2 x 10 D.F.L. H311 (3)11 7/8"L.V.L. H211 (2)11 7/8"L.V DAB 4/1/19 H009 3 1/` 9 1/2"P.S.L. H312 (3)2 x 12 D.F.L. H212 (2)2 x 12 D.F. H011 3 1/2k 11 7/8"P.S.L. REVJSI 5/30/19 a 8/23/19 °��,c, °� soLDERAu lonals H314 (3)14"L.V.L. H214 (2)14"L.V.L. H014 3 1/2" 14"P.S.L. 11/01/19 �o o¢S�oe °'1DDA"' H316 (3)16"L.V.L. H216 (2)16"L.V.L. H016 3 1/2"x "P.S.L. WALL FLANGE I.APPLY WRAP 2.APPLY WRAP TO) BSOF �.REPFi�T5iEP2 BUTPOATOPOF H318 (3)18"L.V.L. H218 (2)18"L.V.L. 3 1/2"x 8" S.L. H018 TO SILL&FOLD 6 IN DOWN. ROUGH OPENING&FOLD ROUGH OPENING LEAVE OUTER DRIP EDGE D.F.L. DIMENSIONAL FRAMING LUMBER,NO.2 DOUGLAS FIR(Fb- SO psi,mint SIDE. APLOWER EDGE H 61N BOVE&VER EAlOW INTEGRATION RATION WITHLED AR FUTURE ,0�5�, L V.L LAMINATED VENEER LUMBER 1.9E(Fb-2,600 psi) SIDE.CAP LOWER EDGE OVER 61N ABOVE 6i BELOW 1N'TEORATION WITH AIR AIR INFILTRATION BARRIER ROUGH OPENING. INFILTRATION BARRIER P.S.L. PARALLEL STRAND LUMBER 2.0 E(Fb-2,9W psi) GINALARCHrmm EAL W RED INK WINDOW&DOOR ROUGH OPENING WRAP DETAIL B WINDOW&DOOR SILL PAN DETAIL 1 ALL HEADERS(WINDOWS.DOORS,ETC...)WHICH CONSISTS OF 3 OR MOUE STRUGTL'RAL BERs DWG NO. SCALE.NONE SCALF•NONE SHALL BE LAG BOLTFD TOGETHER PER CODE WITH TIMBER LOK OR EQUAL NOTE:WRAP SHALL BE"AIR&VAPOR BARRIER VALAF BY W.R.GRACE NOTE:.SILL PAN SHALL BE 16 OZ.COPPER *PAN SHALL BE INSTALLED OVER ROUGH OPENING WRAP NOTES 2.FLUSH LV.L HEADERS SHALL BE BOLTED TOGETHER AS PER MANL1FAL-nTRER'S SPECIFICATIONS. A16 3.DOUBLE JACK STUD®ROUGH OPENINGS 4 FEET AND GREATER WINDOW SCHED. 4.TRIPLE JACK STUD 0 ROUGH OPENINGS 8 FEET AND GREATER S.ADD ONE(1)ADDITIONAL JACK STUD AT OPENINGS WITH POTNr LOADED HEADERS Fischer/219004 z w 0 0 v a" ROOF CONSTRUCTION u (SNP Y'NALL sECT10w - �x coPPER DRIP� --- --- a RAFT>=R• Ib"O.C. 'S/a"EXT.PLYWOOD ROOF 5 41EATHINS XXXX7 2 x BL.00XINS INSULATION BAFFLE•EA.RAFTER BAY W 1 x b"AZBK'FASCIA ON 2 x SUB-FASCIA 12 S -- ASPHAL T I NS E ROOOF I N&(MATCH EX I STi N S) H 0 - I x'A2E K'SOFFIT SOLID'AZDK'CROM MOULDING "ICI¢ i YVATER SHIELD° �+ • - I x 'AZ@C'TRIM �- WA INS (COVER ENTIRE ROOF) •0 v/ lw v - SIDING cd I v EXTEND FIASHING uP TOP PLATE b'BEHIND SIDING► �asEE EAV>a DETAIL. B/AI'T 16 OZ COPPER GAP FLASHINS,(PITCH 1') 2 x a Gf_ILIN6 JOIST b'W.BE.ALUM.K-STYLE O cd A, 0 &JTTER R-44 F.6.BATT INSULATION -- '� W I x b"AZEK"FASCIA 1/2"GYP.W.Y'V S-GOATS JOINT COMPOUND cd I x"AZEK"SOFFIT - CONTINUOUS SEALANT•ALL PLATES .� WINDOW GA51N6 SOLID"AZCK'CROM MOULDING (MATCH EXISTING) cd 1 x 'AZEK'TRIM ; 0 Q - WINDOW �+ •low STOOL Y'V APRON 0 -- P-4 M BASEBOARD(MATCH EXISTING) -- -- - STRIP OAK FLOOR --- ---- ----- - - - 2 x 6 M.STUD WALL• Ib"O.G. a (MATCH EXISTINS) ----- - --- R-21 F.&,BATT INSULATION d U. VSLs/4""ADVANTEGH"94AWLOOR " 0-4 I/" tSXT.PLYWOOD WALL SHEATHING I 1 2'-1'-0' (GLUE • NAI L) cd 1 w � `� "HY'DR08AP" BY"BENJAMIN OBDYiGE" 0-4 xn z ULu n V {p HARDIE-FLAW LAP 5IDNS �� FIRST FLOOR -- (SMOOTH FINISI•W ao of UJ (SUB FLOOR) - - GONTINUOVS SEAI..ANT•ALL PLATEs 12 z �. s S R-90 F.6.GATT INSULATION 2"BLUESTONE COPING z - --- ROOF CONSTRUCTION 9 O M TO WALL SECTION) -- -- / FLASHING V) � EF e� STONE VENEER � 12' - sN H23A HURRICANI_ "�d LL a�a TIE BY'SINFPSOI�I AT EACH RAFTER 1f 11 ADJUSTABLE HOT DIPPED 6ALV. O.G. aF I/2"LVL FLOOR JOIST• I b"O.G. •4 4 WIRE ANCHOR• I b" 11 .11 (HOHMANN i BARNARD PH-10) -- 2 x 4 SOFFIT FRAMI N6/ 41I JAI'DOUDL!'Z LVL RIM JOI gT - - -- -- I)•, ° BE.ALUMINUM DRIP EDGE (2)2 x b P"R!?55URlz TREATED N)DSILL------- i 11 - FINISH GRADE / PLATE W/5/6"x 10"6ALV.ANCHOR •h (SLOPE AWAY FROM HOUSE) Z -"BOLT(4'-0"ON CENTER,MAXJ .II n b"B .A SET ON E.P.S.SILL SEALER - .EL.UMIMIM K-STYLE 6UTTIRR I� • 04 BAR DOY4EL•24"O.G.TIED-------- TO FOOTING •II p. A 1,'AZ@C'FASCIA ON 11 - "TUrP-N-DRI"OR "WAL I x I I a Q YVATERPROOF I N&SYSTEM 2 x AZE F ,f (EXTLAND DOWN TO TOP OF F ) --- Ix"AZEK"SOFFIT NW COW.VENT 2"GONG.SLAB WNDOW HEAD R.D. -- SOLID'AZEK'GROHN MOULDING ., POURED GONGRETE(4" 0 — — PCVMPATIO14 WALL W/(2)04 B I x 'AZEK'TRIM j TOP i BOTTOM(SFi-PLANS) DATE. CRAWL SPACE FLOOR .IT •. - BEVEL SHEAR KEY B.E.ALUM.DRIP GAP FLASHING A 4/1/19 o .I •... - Wi%9+jW STONE(Ib"MINJ K�� W - W/FILTER FABRIC, RAP MSII)NS:--.- 6-MIL. 5/�/19 POL (TURN UP �WP�.L�y)�- •• •, 4'DIA.PVC,FO6TINS DRAIN �. 8/23/19 • A- W/FILTER FABRIC WRAP 11/01/19 4"COMPACTED&RAv`El- N ° ` A WALL SECTION LwL - SCALE 1•-1'.Cf -- 4000 PSI GONG."dr.(24•xl2") W/IJ)04 BARS GONT. • CAULK AROUND ALL WINDOW AND DOOR OPENINGS SET ON SOLID,U01 " PtSIN"SOIL • PROVIDE"AIR&VAPOR BARRIER WRAP AT ALL WINDOW AND DOOR ROUGH OPENINGS AS PER DETAIL ORWINALARCHUEM'S SM M RM INK DWG No. A17 DETAILS Fischer/219004 z _ o TDD. 12°+� 0 ' SIDING END STRINGER CARRIAGE STRINGER M 2 x 10 RIM JOIST >` MIN. STRINGER 2 x "AZEK"J-BLOCK � � I LINE OF I x FINISH FASCIA NOTCH POST i L.A6 _ f o ED � F BOLT TO P.T.STRING 1/411 G EDE 0 � V o 2 x b P.T. GAL\/.JOIST METAL HANGER® EA.--/ DECK JOIST 5UPPORTI NCG STA I R (TURN UP 51 DE DOWN) (2)I/2"-� HD6 L.AG GROSS BRAGS DOLTS W/WASHMS (L.A&DOLT TO POST) - SI L I CONE AROUND 11SI MPSON" LSO ADJUSTABLE 4 x 4 P.T.POST ALL eD&ITS 5TRi N(9ER CONNECTOR 2 x 12 P.T.STRINGER 0 TYP I GAL MOUNT I N&FOR L 14SHT FIXTURES,HOSE BIBS, ELECTRICAL OUTLETS,ETC. DECK STAIR STRINGER DETAIL DECK STAIR STRINGER DETAILcd -BLOCK DETAIL D SCALE I1'2"-1'0" TOP('ONNECTIc`N Sr.ALF 11,2'-1-0• INTERMEDIATE SUPPORT v Fj SCALE•NONF --- STEM TUBE RAILINScd • —-EXISTING SIDIM& 0 0 (PATCH 4 MATGW - 5TEJ3 TUBE NEYB- ww u161 {Sir ONTINLUS FILASHINb v G O ('PERM-A-BARRIIM BEHIND LEDGER d EXTEND 12"ABOVE DECKING --STAINLESS STEEL CABLES Q � (TUCK UNDER DOOR SILL PAW 71 n COVER E SnTL PLATE• co 5✓4 x 6 COM1P0SfT VE60CN6— BOLTS 1W GAP BY MANJFAGTURER V/ .�-d YV CAONCZALED STAINLESS 0 V, •.-+ STEEL FASTENERS --LAG BOLT RAILING TO DECK Y'V �+ r x --BE.ALUMINUM Z-FLASHiNb STAINLESS ST>Mi STRVGTURAL RATED FIRST FLOOR (TUCK UP UNDER SIDINS) LAG BOLTS(b'-MIN.L!?N6TH) l 5 1/20 OL.MAK SPACING a --I x WNW FASCIA ^' SEAL EACH WILT HEAG, 2 x 10 P.T.DCGK W/SILIGOM JOIST•12"O.C. o -CONb T RIM JOIST TO DECK.JOIST ¢ Y'V GALV.FRAMING AN"•4L262 z co �,L _ BY'SIMP30N" ..-i cy;l 5 (1)ROW 1/2'VIA.HDjb.LAG - _ w BOLT Y'V WASHERS•16'O.C. 2 x 10 P.T.RIM JOIST W 2 0-4 2 x 10 P.T.FLllSFI LP�61'9Q -- M DTTIZ BBY�'gIMPSON' PROVIDE ADDITIONAL 2 x 10 BLOGKIN6 = a2 . -— --— - - - AT EACH NEY'El.AS REWIRED FOR z I x AZEK RISER- PROPER BOLTING ,�•m a3� � a11! I" 10'+/- &ALV.METAL HANSM ---- N H29A RNRRIGAN=TIE I x'AZEK'FINISH CEDAR STRINGEltt- •EACH DECK JOIST BY"SIMP90�P•EACH _ JOIST ON BAGIGSIDE OF (b)2 x IZ PRESSURE TR!"1�TJ°D GIRDER Y'V Lj. 6 z --� GOMPOSIT'E TREAD - 9/b'HD6 LAb SGRJS"1 - — ('S)V2'VIA.HDA.GARMA&E DOLTS•K*aHBRS z �N Is I (*S MIN.THREAD PEt�ETRATIOtV GIRDER(NOT ON SHIM) 1�1!TO PLAN (BOLTED Y'V P.T.SCAB) z � 2 x 12 P.T.GARRIAbE STRINGER I ~ t Is 12'O.C. �. 2 x b P.T.9GAD DOLT®TO POST O m H.D.G.STEEL ANGLE NV(2)1/2'DIA.HDb.GARMA&C BOLTS 4 WASHMtS O ANCHORS•EACH b x 6 P.T.W000"T (2)1/2'VIA-HDA.CA FMIA&E!JOLT \`� r I HDJG.POOST SA°�491MPe-ONO•AV" W (R ALKWAY EFER TO DETAIL) HOUSE FOUNDAT10N (NO SUBSTITUTION PERI-+ITTI�) 12"DIAI`- B C4W-4WM PIER(4000 PS0 } (1• D vv 090NOTUBE'OR&WAI.) " � o % o r I TOP OF rm FMISH 69ADE,PITCH AWAY GRA GRADE O VE "•• / // //� .JI/a•x 12'HDA.ANGF+oR ° i 1 • e a d e 4 \, \ \ I I 11 ell \� CoNIRETE v\�I o' y .0, 11 I1*11 • __ GRADE BEAM d �t I�4 .„ TIED TO FOOTING DATE: I I LINE OF 12'VIA.GONG.PIER---�-I I 4 1/19 I n USE ENTIRE DEPTH I I EACH STRINGER(4000 PSI) ,I? n`� FOO'TiNG FORf�D BY�Ibr`OOT OF 2 x I2 FOR SYSTEMS'W/(4)M4 D�Nt'j.EA.WAY REVISIONS: CENTER CARRIAGE • "• " SET ON SOLID,UNDISTURBm'SOIL 5/30/19 STRINGER i n • 8/13/]9 11 r ,J,,I . .e•rs �T'�=�=.a_ a DECK STAIR STRINGER DETAIL • BSCALE:1 I/2'-1'-0" BASE CONNECTION WOOD DECK SECTION ASCALE:I"-I'-0" NOTE:•PEERS SHALL BEAR ON SOLID UNDISTURBED SOIL BELOW FROSTLINE SEAL IN RM INK •REPEAT GIRDER&POST DETAIL AT EACH ROW DWG No • ALL NAILS(RING SHANK)AND SCREWS SHALL BE STAINLESS STEEL. A18 > •DO NOT NOTCH NEWEL POSTS 4 •PIERS SHALL BEAR ON SOLID UNDISTURBED SOIL BELOW FROSTLINE DETAIL -ti g Fischer/219004 N W N GENERAL NOTES z 1.ALL ELECTRICAL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL AND NATIONAL FIRE UNDERWRITER CODES AND THE LOCAL UTILITY COMPANY. o 2.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO CHECK AND o VERIFY THAT THE EXISTING SERVICE WILL PROPERLY HANDLE THE 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 v COMPLETE WITH SPECIFICATIONS FOR UPGRADE OR REPLACEMENT. J` 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 FIXTURE LOCATIONS IF REQUIRED,AS DIRECTED BY OWNER. 4.RECESS LIGHTING FIXTURES SHALL BE SUPPLIED AND INSTALLED BY ELECTRICAL CONTRACTOR.FIXTURE SHALL BE BY'LIGHTOLIER' OR EQUAL AS APPROVED BY OWNER ELECTRICAL CONTRACTOR r , SHALL BE RESPONSIBLE TO REVIEW LAMP OPTIONS WITH OWNER v PRIOR TO INSTALLATION.OWNER SHALL SELECT ALZAK&TRIM PrIK FINISHES. — v 5.DECORATIVE LIGHT FIXTURES,SURFACE MOUNTED AND HANGING I I I I —————-' -'— -4 FIXTLIRES SHALL BE SELECTED AND SUPPLIED BY OWNER FIXTURES r- ---------------------------- - I I I I __----- ------ -I 1 I SHALL BE INSTALLED BY THE ELECTRICAL CONTRACTOR AS PER I III I I I MANUFACTURER'S SPECIFICATION. ______ _______ _ —_ j III I I I ——————�———————�———— — � I/I�I I I J— -- � 6.SWITCHES SHALL APPROVED EQUAL.REVIEWWRH OWNER N THE TYPE AND LOCATION OF ANY SPECIALTY SWITCHES,E.G.-DIMMERS.OWNER , i I II I ❑ I HALL SELECT SWITCH AND RECEPTACLE PLATE COVER COLORS. �,� I I I i 7.PROVIDE GFIC RECEPTACLES IN WET OR DAMP AREAS,SUCH AS .O ® v/ BATHROOMS,KITCHEN.ETC;.AS PER LATEST EDITION OF THE 41 I I I i STATE&NATIONAL ELECTRICAL CODE. cd FILL I S.PROVIDE DIMMER SWITCHES(REVIEW TYPE)AS REQUIRED BY I � V I I OWNER w4 I — ------- —————— ---- 4.PROVIDE TELEPHONE AND CATV JACKS THROUGHOUT,AS PER II❑ ❑ II ri ❑ ❑ i OWNERS REQUIREMENTS. OO I 10.PROVIDE HARDWIRED SMOKE AND CARBON MONOXIDE ALARMS WITH A BATTERY BACK-UP WHERE SHOWN ON PLANS AND AS I SQCHIRED BY THAT THE ADCTUATION OE.ALL F ON ALARM WILL ACTUATE INTERCONNECTED S SHALL BE L 0 0 _ O ______(�__————— I THE ALARMS SIMULTANEOUSLY.ALARMS SHALL BE CODE APPROVED V4 C v ——— ——————�— AND UL LISTED.PROVIDE A HEAT SENSOR IN THE UTILITY ROOM OR "vw W ADJACENT TO THE HEATING EQUIPMENT IN THE BASEMENT AND WIRED TO A CENTRAL ALARM SYSTEM.REVIEW WITH OWNER "o -� WHETHER FIRE ALARM SYSTEM WILL BE CONNECTED TO A PRIVATE (d - - --- SECURITY SERVICE OR THE LOCAL FIRE DEPARTMENT. -- 1 LEGEND ,cz Symbol Fixture Type 0 _f O �.LWW� o 11 •� x - REC. RM ply RM O � a M STORAGE O PWWAM�CftWVCI0W(M.CW.'celuw Aorr,+oo p00eceIMIM C09W•C10W&tA"w04014M OI I r-r Lu N 5 s ORec�00"Lio r tier cow 0-4 GARAGE 8 i i I I --_-___ ____ Q ,.� Tr LIM1r co � A b z ?� •�� O e w�,,ee►�oa+T�u+uw LIMfr L_ Q swwrAce T�rNLL scO re z a -- MUD RM {lTILIT'f LlMIr MECHANICAL a c,.•,eU*Aa LANTaa 0%0" tr ow"aalocw �, a, s I BATH s I -- Is crrs,tie wrrnw�rn.r oa rTse � UI I O ►w�Teere.e s,sr"L�«+r�av►aoas� I i L1MIr(avTa�de) wLAOSM LAFW I II OO O I A AXKJWAOLN 14111=4�nxnffln c+M++ve_m Llrr M ►l a WHOM '000- toys 071w LIOW MOM C-Adwmw n e.ulrer ru nm knee DATE 4/1/19 nxn,we �rr�o.aa wiLL r+oueT�) REVISIC S: nx use MtT+c++�oaa,rv.r+outrT�) 5/30/19 ELECTRICAL FIXTURE LAYOUT 8/23/I9 '� O1Re" ''`� 1 /0 1/19 SCALE:I/4"-1'-0" BASEMENT FLOOR PLAN ¢Fi 0ambip POWLT carAur pqrswapp"Ift dorw re • CONSULT WITH OWNER AND/OR INTERIOR DESIGNER FOR SWITCH LOCATIONS AND LAYOUT ►'W-MIM NWM•r*eAA IMu ° cpolwow" R Pam crai^ova e r"Tvp,0M:M c eu urT�� ® eAIVON 0 WMM�®® 7ow§W CAQP ML. MOMAL ARCHriEMN MEAT WHOM 10;;w' �12 GC /N= SEAL IN RED INK 0 Ic �,n coo' DWG No. CI agmaw I"YEW TO °s E01 0 IPAiO LD ELECTRICAL DO NOT SCALE PRINTS Fischer/219004 GENERAL NOTES _ z 1.ALL ELECTRICAL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL AND NATIONAL FIRE UNDERWRITER CODES AND THE LOCAL L.rTILITY COMPANY. 0 2.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO CHECK AND 0 VERIFY THAT THE EXISTING SERVICE WILL PROPERLY HANDLE THE 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 v COMPLETE WITH SPECIFICATIONS FOR UPGRADE OR REPLACEMENT. J` REVIEW WITH OWNER FOR APPROVAL n/ ;.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW AND CONFIRM ELECTRICAL LAYOUT WITH OWNER PRIOR TO START OF WORK.REVISE FIXTURE 1.(X:ATIONS IF REQUIRED,AS DIRECTED BY OWNER. ————— ————— ————— 4.RECESS LIGHTING FIXTURES SHALL BE SUPPLIED AND INSTALLED ❑ ————— ❑ ❑_————— ❑ BY ELECTRICAL CONTRACTOR.FIXTURE SHALL BE BY'LIGHTOLIER' OR EQUAL AS APPROVED BY OWNER.ELECTRICAL CONTRACTOR r ) SHALL BE RESPONSIBLE TO REVIEW LAMP OPTIONS WITH OWNER v PRIOR TO INSTALLATION.OWNER SHALL SELECT ALZAK&TRIM I I \ I I FINISHES. I I I O O O i I I 5.DECORATIVE LIGHT FIXTURES,SURFACE MOUNTED AND HANGING FIXTURES SHALL BE SELECTED AND SUPPLIED BY OWNER.FDnVRES A I I I I I SHALL BE INSTALLED BY THE ELECTRICAL.CONTRACTOR AS PER W ❑ I I ❑ MANUFACTURER'S SPECIFICATION. I I I I I I 6.SWITCHES&RECEPTACLES SHALL BEDECORA PLUS OR I I I VERANDA i i i APPROVED EQUAL REVIEW WITH OWNER ON THE TYPE AND Q WOOD DECK I I LOCATION OF ANY SPECIALTY SWITCHES,E.G.-DIMMERS.OWNER �J I I I O © O I I I SHALL SELECT SWITCH AND RECEPTACLE PLATE COVER COLORS. •T'1 7. 0 r/I I II I ( I I I I PROVIDE GFIC RECEPTACLES IN WET OR DAMP AREAS,SUCH AS „♦ BATHROOMS,KITCHEN,ETC.AS PER LATEST EDITION OF THE W STATE&NATIONAL ELECTRICAL CODE. cd I ( I I I I 8.PROVIDE DIMMER SWITCHES(REVIEW TYPE)AS REQUIRED BY I I I I l O O O I I I OWNER.0 (D � 9.PROVIDE TELEPHONE AND C'ATV JACKS THROUGHOUT,AS PER PORCH I I / \\ I I OWNERS REQUIREMENT'S. -- _-_�II II II yip _ yip \\1A, 10.PROVIDE_ Y AND OWNMONOXIDE �MS N� WITH BATTERY WHERE SHOWN PLANS AND .rV•t _ _____— —. _-.._ i, - -__- .- --- --—_..__-.-__ REQUIRED BY CODE.ALL ALARMS SHALL BE INTERCONNECTED Cd f SUCH THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL O O / O • lO THE ALARMS SIMULTANEOUSLY.ALARMS SHALL BE CODE APPROVED AND UL LISTED.PROVIDE A HEAT SENSOR IN THE UTILITY ROOM OR ••+ W PWDR ADJACENT TO THE HEATING EQUIPMENT IN THE BASEMENT AND O O O O WIRED TO A CENTRAL ALARM SYSTEM.REVIEW WTN OWNER WHETHER FIRE ALARM SYSTEM WILL BE CONNECTED TO A PRIVATE cd BATH i#4 WY *�� SECURITY SERVICE OR THE LOCAL FIRE DEPARTMENT. PANTRY KITCHEN verntmtw ro �.� " V 0 I ��I�.rm_ LEGEND r^ .cd HALL FAM I LY RM 0 VJ Symbol Fixture Type 0, • Lid*fr rye O paroUew ____________ p �ecerem aVorK r 6WOM CAMJND Aflrrreat, ————————————- __ O �ers+m Vor•L�r crud wweV a II I I ►.r " S 0 we+cewm oow��r Aim cov C� '^ � w �E..�� AYITAML.E role r4Er►OCATSOW z OL GUEST BED RM STUDY DINING RM cc w LIVING RM ® •„�,�Mo„K,M can.~Lww z . I p «� �.� z v- o ——— i urrar.LJOW cis �°L $ II CA,�,.� ��0"�� � o � FOYER 0 r44"mcm.0"r uew� (a,vedw A A.VWAM LE PNWA .ems PUMM L c+wcMffA.M t.wpr I I II II I 1 I I NI ►+o►r+a+•ems PORTICO �AC u.Nr I I ————————— I I --------- u mom u«w ELECTRICAL FIXTURE LAYOUT MAMPInkiaw u.ar rmnow "OUN,UP) SCALE-1/4'-1'-0" FIRST FLOOR PLAN ry/►Tr L^"% DA 4/1/19 • CONSULT WITH OWNER AND/OR INTERIOR DESIGNER FOR SWITCH LOCATIONS AND LAYOUT REINNS: � Mxri�ee w�ra+ro�oae.w.s ) 5/30 19 8/23 19 $ °" "'asulprAcLe 11/01/19 .� aft4aO mm&T GAT 1"P $ M^*M PMDTWTW IWOMPTAMA °�° ov��v�.ye o�ooie e+�A1ba spexce 8 M w MTMKY BAC440 61OMP) f T�HrVPA ® 1M� w a/►TTf NL L1�11e) WALARCHTTEcTS 1m.NITA�2 EAL IN RED INKFeAT swasok"vPAMIIW` ►�A 7= NL.�r�) DWG No. E0 2 veKr To exn+eaR w nueT o MW ELECTRICAL DO NOT SCALE PRINTS Fischer/219004 RIM" Survey o f Tax Lot 37, in Sec. 135.28;, Block 1 as shown on - on the Official Tax Assessment Map for the Town of Rye, 11C'HARD J. DOMATO L', ._.,a�';' Village of Rye Brook i,t d� Lz£1tiD SURVEYOR Situated in The Village of Rye Brook, NOV 25 2020 U Chase Bank Building Town of Rye, �� ?W.First Street-Room 401 Westchester County, New York. VILLAGE OF RYE(ry',OK Mt.Vernon,N.Y. 10550 Property A.K.A.Lot No. 49 in Block A on map entitled ILDING DEPART i.`i i l " (914)667-0565 Re—subdivision Map of Byram Ridge" Tax Lot 7 Filed in The W.CO.R.O. on November 6, 1922 as Map No.2457 Date: August 10, 2018 — Scale : 1"=30' OF r February 4, 2019 Fence and Topography Added Sept. 19, 2020: Final Survey of new decks, 1 sty. addition, . & flatwork,Topography extended in rear yard s '� � �4 1. Vertical Datum Assumed, F.F. = Elev. 100.00 �� `L sf 5z�90, i 2. Topography only shown within possible limits of disturbance pending design J. Map made for design purposes and Building Dept. use only. �o �o� Tax Lot 6 „ `o+ ZA A !. DOCUMENT 1 2 00 �1! 0 I,J °e Fec �p N ,•� 24" Be/ O C Beech/ 0 O o Gr eir rn \ t IrCh T \ ax Li�t 37 � Tax Lot 26 „\ \ Lot AreZa = ce \ B,ra„ \ \84,643.75\S.F. 10 / \ 5 tiMople\ Y J \ \4�/Maple• �` \ \ �k � \ \ \ \ c \ U . 4" 9 \ \ Maple \ \ \ \ \ 1 . Locpel \ � Oak Maple V �ople\ MoPle I \ \ 1 u • Ti T ee I d _ Maple 1R" \ �ree 121 Tree 72-• \ 24* free i �\ Map a / \ I a A l I 0)&; I 0 / O r Low Coe.Block Ret.WI 01.12 Ho Tb / 3.3' Wood Flag Patio Map DVk I I m I o Sill=91.5 2 Story Frame I Residence Tax Lot 38 Tax Lot 36 ood Fence House No.37 I Sill= G.F.=91.0 Ba (Assu1�0 Bo Wood F ce pcket F 0.2 1 Story .30.0, °c b Addition P. 3 Platform Tw 1z / Roof Over ee 5 N WEE- alk I Oak 0 a Gravel I egium Blk.Curb i I io I 0 0 I o I � I 6-) N M I a N 0 I Ln 00 -P I U—Pole —..—..—.. —.. —Pole R = 550.00' L = 126.13' _ +as.os +67.0 0� D.M.H. +61.8 Rim=89.06 ®mHgi 14 HILLANDALE ROAD R.O.W.= 50.0' In accordance with the minimum standards for Title Surveys of The N.Y.S.Land Title Assn. SURVEYED AS IN POSSESSION" D14 GAA