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HomeMy WebLinkAboutBP22-047PERMIT # �c d 7 DATE. Exp; , SECTION TYPE OF WORK JOB LOCATION OWNER CONTRACTOR_ EST. COST ✓CO # LOT FEE` FEEL l e?S-Ab DATE 3 TCO # FEE DATE INSPECTION RECORp DATE INSP FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING - RGH PLUMBING GAS O SPRINKLER LOW -VOLT F1 ALARM O AS BUILT FINAL (' Q/lGi' OTHER APPROVALS DOC, ARB f��J/ BOT PB ZBA nTHER —_ -BUILTIFINAL SURVEY FcEQUIRED PRIOR TO FINAL INSPECTION eCeIv 413 VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK No: 23-075 Certificate of Occupaucp Ehis is to certify that &I Jc4ermQ n ! IQ Y�(e— R)derm(y) of, R BYOOV—i having duly filed an application on Y) 20 a 3 requesting a Certificate of Occupancy for the premises known as, Roy u�• ?d J�' Iace , Rye Brook,NY, located in a JQJ 15 Zoning District and shown on the most current Tax Map as Section: q• Block: / Lot: and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. , issued .J 20 a9, 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, Us e: � p Construction: for the following purposes: re ri /a6,(fM 01 eC- f rear 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 shall be ma o the b Ming be moved from one location to another until a permit to accomplish such change has be btained om Bui Inspector. �4MAY 12 1023 Building Inspector,Village of Rye Brook: Date: E C E N E BUILDING DEPARTMENT For office use onl : �` 3D PERMIT# c�—04 7 VILLAGE OF RYE BROOK ISSUED: APR 13 2023 938 KING STREET,RYE BROOK,NEw YORK 10573 DATE: (914)939-0668 FEE: PA -N VILLAGE OF RYE BROOK www.ryebrook.org BUILDING DI=PARTMENT 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 ss►#►s►■ssrssssrssssss►#►ssssss#s►s►s►►►sssr►rrs •ii►►\r#•t######f##t►•#####►##f►f►►►tf►i►►t►t►rr####ti#tit#########tit##ttt Address: Occupancy/U e: l G141Y Parcel ID#: /rD // 6 7 f �—�1�4! Zone: Owner: \ Address: h � {2D P.E./R.A. or Contractor: Address: Person in responsible charge: Address: 1�j(` ` kLl 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: p I n bbing duly swom,deposes and says that he/she resides at Vv �ILU (Print Name of Applicant) (No.and Street) in � ,in the County of [� � L in the State of that ( ty/Town/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:$ , 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§250-10.A.of the Code of the Village of Rye Brook. Swom to before me this F Sworn to before me this day of L� , 20—,Ql day of , 20 gna a of Pro erty Ownerff Signature of Applicant PAtY46e of Property Owner Print Name of Applicant ya�-e lj/Notary Public GREGORY K RNM Notary Public Netar)►public,State of New York No.01 R169i 398 Qudified in Westchester CounQ(— s/1z/zozl Commis"Explres September 26, QyE f3RCv�. O� if /'• 1982 BUILDING DEPARTMENT UILDING 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 - - - - - - - - - - - - - - - - - - - - 0wADDRESS : C DATE: PERMIT# ISSUED: l CT: i`��. �/ BLOCK: LOT:t LOCATION: OCCUPANCY: ❑ Violation Noted THE WORK IS... PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION r „n ; REQUIRED ❑ FOOTING W �� ❑ 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 P FINAL ❑ OTHER �yE BRCuk• • 1932• BUILDING DEPARTMENT ❑BUILDING INSPECTOR Q 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 DATE: PERMIT# - ISSUED: SECT) BLOCK: LOT: LOCATION: (�lG � OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... 0" ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER c a ■ N N \ W � H � f N \ an In v F+1 � � v �y � W ■ E a �' O +.� a f�] . O V J ►Er fa GG v ar b U a /Y hUl ate+ 0 i.. � o v 14 N �T� U a0 C v T a NO 1 y O ° " 4 a Q I1 w N qp O a.ou © a ov z j H I p U00 ON u -o LO ll�c W O w V uz ° vo ' M z W o0 N Z ■ w w O Q N O a oOC . z o PQ z z 0 A R' C ° � v v 00 v Po. OR m a P3 z Ug . Ja JWW 49CQ- 0. V z av> > o a N c co) �q c� A z o LLw _ z J AC J in C7 E-+ w L o 50 •• a o w w � � � �� v � a BUILDOIv .-DEPARTMENT VIL E OF RYE F OOK U L, LS V LS 938 KING ET R, slz ci! ,NY 10573 FEB - 2 2022 70 °r VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: �/ Approval Date: 2 4 � Permit# T 7 Application # Approval Signature: ARCHITECUJJRAL REVIEW BOARD: Disapproved: Date: 2022 BOT Approval Date: Case# Chairman: AA A PB Approval Date: Case# Secretary: ��1'Y�, Ar ZBA Approval Date- Case# c Other: Application Fee: i> Permit Fees: ! EXTERIOR BUILDING PERMIT APPLICATION Application dated: C>—a—r;Q is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildings,structures,additions,alterations or for a c ange in use,as per detailed statement described below. 1. JobAddress: _ . ��/-qx W t� lae,,- e, 2. ParcellD#: !' Zone: 3. Proposed I provement(Describe in detail): 00 4. Property Owner: _-- Address: ,��—? E'-�v_nX1rA )/-D0C-4 Phone# Cell o e-mail List All Other Pro ernes Zed in Rye Brook: b L° ti Applicant: r Address: Phone# Cell# - e-mail • Architect: i i Address: in Phone# 0 ® Cell# e-mail Engineer: CAIP 1 9 Address: Phone# Cell# e-nail General Contractor: ^ (20171�_ct" 'Sor C Address: e;�a Slt/A! 141 &I-ewskw- /U Y I D s0 9 Phone# 7J4-462— /jW Cell# e-mail 11} 811 212 02 1 5. Occupancy;(1-Fam.,2-Fam.,Commercial.,ete...)Pre-construction: Post-cons7ction, 6. Area of lot: Square feet: t90 Acres: 7. Dimensions from proposed building or structure to lot lines: front yard: rear yard: right side yard: ` 0 F left side yard: . 0 o l other: 8. If building is located on a comer lot,which street does it front on: 9. Area of proposed building in square feet: Basement: 1 at 2nd fl: 3ra 10. Total Square Footage of the proposed new construction: I I. For additions,total square footage added:Basement: I'fI: 2'fl: 3rd fl: 12. Total Square Footage of the proposed renovation to the existing structure: 13. N.Y. State Construction Classification: ;5> t1t> N.Y. State Use Classification: I 4 -�L Famdq 14. Number of stories: Overall Height: Median Height: 15. Basement to be full,or partial: finished or unfinished: 16. What material is the exterior finish: 17. Roof style;peaked,hip,mansard,shed,etc: Roofing material: 18. What system of heating: 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic ire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) Yes: No: (ifyes, applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 21. Will the proposed project disturb 400 sq. ft.or more of land,or create 400 sq.ft.or more of impervious covers a requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: No: Area: 22. Will the proposed pro'e t require a Site Plan Review by the Village Planning Board as per§209 of Village Code. Yes: No: (ifyes,applicant must submit a Site Plan Application, &provide detailed drawings) 23. Will the proposed project 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) 24. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: No:x_ (ifyes, the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes: No:X (if yes,the area and elevations of the flood plane must be properly depicted on the survey&site plan) 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: No: X (ifyes,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: Indicate: TIER I: TIER II: TIER III: (ifyes, a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: 29. What is the total estimated cost of construction: S o �— Note.The estimated cost shall include all site improvements, labor,material,scaffolding,fzx d equipment,professional fees, including any material and labor which may be donated gratis.If the final cost exceeds the estimated cost, an additional fe will be re uiredprior to issuance of the CIO. 30. Estimated date of completion: (2) 8/12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING S'FPEE-r Ryr.BROOK,NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE Address: '?— �Qk WOO t� T 4 • Section:� • CY I Block: � Lot: � w PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law 3-88) YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% R-12 12,500 17% 4% 4% R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 300% 5% 3.5% R-2F 5,000 30% 5% 3.5% Existin : Proposed: 1. AREA OF LOT COOSq. Ft. Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) Sq. Ft. Sq. Ft. b. Area of 1 st Floor Divided By Area of Lot x 100 % % 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages,Tool Shed, Playhouses) Sq. Ft. Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 % % 4. AREA OF DECK Sq. Ft. Sq. Ft. a. Cover of Deck � Ara f Dec Divided By Area of Lot x 100 �r % la best f my knowledge and belief, the above information is correct. Architec 's Signa re (3) 8/12/2021 BUILDING DEPARTMENT TILLAGE OF RYE BROOK 938 K[NG STREET RYE BROOK,NY 10573 (914) 939-0668 IMPERVIOUS COVERAGE RATIOS`RESIDENTIAL DISTRICTS Address: � t2�2)(W 00 P� Section:l2-q l I, Block: i Lot: 1 (-p Zone: " 15 IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards, sports courts, swimming pools,patios, sidewalks,ramps,terraces and driveways. TOTAL MAXIMUM PERMITTED MAX. PERMITTED COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT (sq.ft.) For Base Lot For Lot Area YARD(%) Area (sq.ft.)* Over Base R-35 15 Lot Area % R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 R-15 35 12,001 to 16,000 4,520 26 R-15A 35 ' R-l2 40 20,001 to 30,000 6,560 24 30,001 to 40,000 8,960 23 R-10 45 40,001 & larger 11,260 22 R-7 40 R-5 30 R2-F`Base Lot Area"is the minimum end of the lot size 30 range in the"Lot Area" column Area of lot: scl.ft. Existing Allowed Proposed Total impervious coverage = F2 S .ft. ft. S .ft. Front impervious coverage = % % % attest o the b t o my knowledge and belief,the above information is correct. Archite 's Signs e (4) 8/12/2021 BUILD MENT `1DD VIL OF RY OOK FEB - 2 2022 938 KING i,'r Rv BR ,NY 10573 4 -0 � VILLAGE OF RYE BROOK 0 ' BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE �216 • STORM SEWERS AND SAMTARY 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 YORK,COUNTY OF WESTCHESTER ) as; ��pp 31, residing at, l (Print name) (Address whe e you live) 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; 5 bL\i (& ��a , Rye Brook,NY. (Job 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. (Sigliatu o perty Owner(s)) (Pant of Property Owner(s)) Sworn to before me this Lf day of at 20 41 '4�� (Notary Public) SCOTT MENDELSOHN Notary Public,State of New York Rey.No.02ME6335400 (�l Qualified in Westchester county Commission Expires 0#/11I2024 s/12/202 t This form must be properly completed & notarized by the Design Professional of record and the Property Owner. Failure to provide this complete - permit application will delay the permitting proces s FC��MWIE Notice of Utilization of Truss Type, Pre-Engineered I Vafid;AGE OF RYE BROOK or Timber Frame Construction. (Title 19 Part 1264& 126,wf§VILDING DEPARTMENT To: The Building In tPector of the illage of Rye Bro40 r ok. From: ml 4 Subject Property: A F SBL:Itq.(07 I — �� Zone: Please take notice that the subject; One or Two Family; ❑ Commercial, ❑New Structure Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; ❑ Truss Type Construction(TT) ❑ Pre-Engineered Wood Construction(PW) ❑ Timber Construction TC in the following location(s); ❑ Floor Framing, including Girders&Beams(F) ' ❑ Roof Framing(R) ❑ Floor Framing and Roof Framing(FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood, or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR §1264 for Commercial Buildings, and NYCRR§1265 for One&Two Family Dwellings. Sworn to before me this Sw be re me this of H 20 ' 0 0 _ of Prop wne Sign w e f esi Profe sio 1 t N of Property Owner a of Design Pr essional Not b is otary PIWFII MELILLO Notary Public,State cf Newyork N01. 01%1F_6t 60063 Qualified in Westch-sster County Commission Expires Januan!29.2� Note Cp�MENDELSOHN ry uNic, State of New York (7) R".No.02ME6335400 ua med in westchester County CamrNrsuon Expires 01/11/2024 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. STA OF NEW YORK,CMAYCIF WESTCHESTER ) as: l°t duly sworn, deposes and states that he/she is the applicant above named, (print name otindMdual 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 of the 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 Sworn to before me this y day of ��4wt , 20 }- day of `^ , 20 d Signatur roperty wner Siglia re of Kpplicant 01 ( tN A Property Owner PnMrMjrc f Applicant 141�_ /4� 4�_ Nota , ublic No is SCOTT MENDELSOi tty n 02MEe SCU TT MIENC�i:'_;iOl iN Notary Public,State 3�Yoiic Notary Public,State of New York Reg. c0 Reg.No.02MEi335400 Qualified in Westchessterter County Qualified in Westchester County Commission Expires 01/11/2024 Commission Expires 01/11/2024 8/12/2021 Mike Izzo From: Tara Orlando Sent: Tuesday, May 10, 2022 9:03 AM To: Mike Izzo Subject: FW: 5 boxwood Photos Tara A Orlando Planning Board& Zoning Board of-Ayyeals Secretary Village of Rye Brook 938 Xing Street Rye Brook, New York 1 o573 Office (914) 939-o668 From:Salvatore Pepe<kmicontractorsinc@gmail.com> Sent:Tuesday, May 10, 2022 8:52 AM To:Tara Orlando<torlando@ryebrook.org> Subject: 5 boxwood Hi Tara, The attached photos are for the Bigfoot deck footings for 5 Boxwood. Thank you 1 xi 4 i i�-'aa11;��i 2 •� � 'l4l�.� vr,,.�`y:„�r�•L•. _:mow r Y .,"•ems.: a- :t+'� ,'° :�.�'- 3 b r ' v .► g irk • '.f vim, :' � i;nr�r' •�.••"l T'"i '�_ •� ._•yam '. y,� M', r �� - ' •,� i Y Ste. :•� 1`. .i r�r• '1 _ :, li ��`a<_•� mow. ZA lie ���� r ` � �'� a t , is }�,��Z3,,.•`! 71. Alp- jr •� 1 � r I� ,.• �` l•,L a � � ,kl t 5 � � . vFRY � �:; . . . K1 :.` r,�., `� �\\� �p � �� �' !�,+r�► M ,J .� , �• � "^:�\ 1 '4 � S i C1 � '� J __ .d ♦ � �.�., �. ,: ! � ao. i� �/• ��� 6 !� � A �'- ,I r�� Sri � f1! i;S \- i j'` � �► + 1. � ,,�' .•�• �,� '� r ' � - �� i�; 4. '� _.,,Fe .e. •4 7 Fj A.4 .f Z' 5, ./� -:h16 13 r j t! e •e I.lrr. sYr:' �f h 1' 1. � � � + ✓. t T yam. to 8 6 k ►p *� �, 1 r• .x. 1 s,l L � � 4:, F iti Y Best regards, Sal KMI Contractors Inc. 914-403-1160 10 Building Permit Check List&Zoning Analysis _l�lJ�c_UJOa SBL: Address: Zone "J-_ U� Use: Z Const.Type: Other. Submittal Date: Z 1 1- �ZZ Revisions Submittal Dates: 2 3 Z Z Applicant: V Z a,,M A t—� Nature of Work:- Reviews:ZBA: F E 6 - 3 2 0 2 2 pB: BOT: Other. NEED OK (� ( ) FEES:Filing 7-S BP: 6 yECIC)_(\''✓� C/O: Legalization: ( ) (,�r PP: Dated: ✓ Notarized: ./SBL: L-Truss I.D. --Cross Connection: H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) ( ) ENVIRO: Long. Short: Fees: N/A: ( ) ( ) SITE PLAN:Topo: SiteProtection: S/W Mgmt.: Tree Plan: Other. ( ) (ug -URVEY:Dated: 'L 2 Current: ✓ Archival: Sealed: Unacceptable: ( ) Vl=e: S:Date.Stamped- ✓Sealedy --** Copies: y Electronic `� Other.�// Workers Comp: I/ Liability: L-0"' 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. ( ) ( ) 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. ( ) Z t 1p Z Z. approvaL notes: mtg.date: ( )ZBA mtg. date: approval notes: ( )PB mtg.date: approval:- notes: REQUIRED EXISTING PROPOSED NOTES APPROVED Am: S k , k- _ ,�1� Q�,e. MAR 2 4 2022 Circle: Fron�¢e: Front: Front: Ste: 13far. 4 >- 4, Main Cov Accs.Cov ° dz Ft.HS : S .HS : Tot~Imp: S_S D..�- S t(n Z 5'2_o G Ft Img PP Hight/Stories: not 1 .Ra 0 n- ,;L �F 2 BUILD j MENT DDD V C' VIL OF ROOK 938 KING ET' RY>: ,NY 10573 FEB 2 20224 9 9 VILLAGE OF RYE BROOK 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 check list will be removed from the ARB agenda. Job Address: (ZX Lk)(nQ p 100f Date of Submission: Parcel ID#: I?-1 I — I P Zone:'P)—1 5 �� Z ' 2• Proposed Improvement(D crib in detail Lo r. APPLICANT CHECK LIST: MUST BE COMPLETED BY THE APPLICANT The following items must be submitted to the Building G Department by the applicant-no exceptions. Property Owner: IC (YrCompleted Application `7.1(\-fTwo(2)sets of sealed plans. (one full size(maximum Address: allowable plan size=36"x 42")and one 11"x17") 3. (%'fT—wo(2)copies of the property survey. Phone# d 4. ( o(2)copies of the proposed site plan. App icant ap Baring before the Board: 5. ( One electronic/disc copy of the complete ication materials. 6. ( Filing Fee. Address: Q� 7. ( )Any supporting documentation. 14 8. ( )HOA approval letter. (if applicable) Phone# - 9. ( 1piotographs. Architect/Eng' er: I 10.( ) Samples of finishes/color chart. (a sample board or Phone# — O model may be presented the night of the meeting) �7 - 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. Sworn to before me this y Sworn to before me this �� T day of NN da of J ��" , 20k_ Sigiwlre of perry O;; er Si e o plicant Print a of Property Owner mt N e of Applicant OT� - Notary Public Notary Public SCOTT MENDELSOHN III SCOTT MENDELSOHN Notary Public,State of New York "Af/Public,State of New York Reg, No.02ME6335400 11 No.02ME6335400 Quallf,!A in Westchester County (5uftli z in Westchester County Commission Expires 01/11/2024 Commission Expires 01/11/2024 8/12;2u21 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, February 16, 2022 ANNOUNCEMENT: PER THE GOVERNOR'S EXECUTIVE ORDER THIS MEETING WILL BE HELD VIRTUALLY THROUGH THE ZOOM PLATFORM. THE PUBLIC CAN ACCESS THE MEETING THROUGH THE FOLLOWING LINK: hops://us02web.zoom.us/e/81417970741 OR BY OPENING ZOOM AND ENTERING THE MEETING ID: 81417970741 NAME & LOCATION TYPE OF APPLICATION MOTION SECOND ! APPROVED REJECTED APPL.# 15B Rye Ridge New Fabric Awning Sign 5674 Plaza(Win Ridge) "Prosper 1.V." 6 Whippoorwill 1&1/2 Story Addition, 5675 Road (Adelson) New Wood Deck & Flag Stone Patio 9 Country Ridge Dr New Rear Deck, Siding, 5676 (Martino) Windows, Roofing & Interior Alterations 5 Boxwood Place Replace Rear Deck And 5677 (Biderman) Patio Area With New Deck (� 2 Lee Lane (Kirsch) New Rear Retaining Wall, 5678 New Side Fencing and Property Re-grading 980 Anderson Hill New Front Entry Gate 5679 Road (Blind Brook Club Inc) 47 Hawthorne Ave New 1 Family Dwelling 5673 (Miller) ML NM MR SE JM SF AC MI KC Laura Petersen From: Laura Petersen Sent: Wednesday, March 30, 2022 1:19 PM To: stephanie.biderman@gmail.com Subject: Building Permit Application - 5 Boxwood Place Good afternoon, The building permit application has been approved by the Building Inspector. Before I can issue the building permit the following items must be submitted to our office; General contractor's contact name & phone number. �/ E?J�. /ICi�ZC�D•, aa�� Copy of general contractor's valid Westchester County Home Improvement License. ✓3. General contractor's valid liability insurance (the Village Of Rye Brook must be the certificate holder) X. General contractor's valid workers compensation on a NY State Board form (C105-2 or U26.3) /5. Estimated cost of construction to determine the building permit fee ($15.00 per $1,000.00) (due once permit is issued and ready for pick-up) �J yQ', o(Up-- gAl— ( � 6. Contractor must call UDig NY and get a ticket number Thank you Laura Laura Petersen Office Assistant Village of Rye Brook 938 King Street Rye Brook, New York 10573 Phone(914)939-0668 1 Fax(914)939-5801 1 Ioetersenervebrook.org 1 Laura Petersen From: Stephanie Biderman <stephanie.biderman@gmail.com> Sent: Wednesday, March 30, 2022 9:11 PM To: Laura Petersen Subject: Re: Building Permit Application - 5 Boxwood Place Thank you, Laura. Contractor is Sal Pepe, KMI contractors. He will be in touch. Estimated project is$40k.Thanks. Sent from my iPhone On Mar 30, 2022,at 1:19 PM, Laura Petersen<LPetersen@ryebrook.org>wrote: Good afternoon, The building permit application has been approved by the Building Inspector. Before I can issue the building permit the following items must be submitted to our office; 1. General contractor's contact name & phone number. 2. Copy of general contractor's valid Westchester County Home Improvement License. 3. General contractor's valid liability insurance (the Village Of Rye Brook must be the certificate holder) 4. General contractor's valid workers compensation on a NY State Board form (C105-2 or U26.3) 5. Estimated cost of construction to determine the building permit fee ($15.00 per $1,000.00) (due once permit is issued and ready for pick-up) 6. Contractor must call UDig NY and get a ticket number Thank you Laura Laura Petersen Office Assistant Village of Rye Brook 938 King Street Rye Brook, New York 10573 Phone(914)939-0668 1 Fax(914)939-5801 1 loetersena-!yebrook.or4 1 c 1 I O 2 V ;t b Cd N o n. N N to ' U a ° U �^ rA 0 o Y p � cn az CO LO cn N LrA W o W o 'a•��',4 �-��I�/r o Z O �/J 3 .0!w ;fir O wC04 ��,' "`. e�.., �, — �' � w •� w wee � U) m c 00 X c Z 4� a� `" LO ca co CD � iiGLNN��JL. . �» 5 QO04 Aw �,;>: 3 � r I• � c y^ KMICONT-01 JROSENBERRY AC�AO YY1') D(MM/D /Y CERTIFICATE OF LIABILITY INSURANCE DATE(MMID IY 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 endorsements). PRODUCER c TACT Jennifer Rosenberry _ McCartney&Rosenberry,Group Inc. PHONE FAX 477 Ashford Ave No, 914)693-3500 2201 ,Na: 914 693-3980 Ardsley,NY 10502 iftss.jrosenbony@mvragency.com INSURERS AFFORDING COVERAGE NAIL S INSURER A:Southwest Marine&General INSURED INSURER B: KMI Contractors Inc INSURERC: 1511 Rt 22 Suite 161 INSURERD: Brewster,NY 10509 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 1,000,000 CLAIMS-MADE [X]OCCUR X GL2022RLH00141 3/30/2022 3130/2023 DAMAGE TO RENTED 100,000 MED EXP one raon 5,000 PERSONAL&ADV INJURY 1,000,000 GEN*L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 2,000,000 POLICY D jE& 7LOC PRODUCTS-COMP/OP AGG 6 2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (per acdden ANY AUTO BODILY INJURY Perperson) OWNED SCHEDULED AUTOS ONLY AUTOS y BODILY INJURY Per accident AUTOS ONLY 060E yONED P,ItarOPE eoddert GE UMBRELLA LIAR HOCCUR EACH OCCURRENCE EXCESS LIAB CLAIMS-MADE AGGREGATE DIED I I RETENTION E WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE QFFICER/MEMg��EXCLUDED? N/A E.L.EACH ACCIDENT (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE H yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) The certificate holder is included as additional insured with respect to general liability per form number CG2012(attached). CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of R ebrook THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN g y ACCORDANCE WITH THE POLICY PROVISIONS. 938 King Street Rye Brook,NY 10573 AUTHORIZED(��'" ` �REPRESENTATIVE EPPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE o. T 'a T ^^^^^ 562512764 MCCARTNEY&ROSENBERRY GROUP DBA MVR AGENCY 477 ASHFORD AVE ARDSLEY NY 10502 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER KMI CONTRACTORS INC VILLAGE OF RYEBROOK 1511 RT 22 SUITE 161 938 KING STREET BREWSTER NY 10509 RYEBROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W2341865-0 776475 08/15/2021 TO 08/15/2022 4/4/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2341865-0, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT SALVATORE PEPE 1 OF 1 KMICONTRACTORSINC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. THIS POLICY IS CANCELLED EFFECTIVE 04/13/2022. NEW YORK STAT SUR NCE FUND T �V DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:294844517 U-26.3 Laura Petersen From: Mike Izzo Sent: Monday, April 18, 2022 3:49 PM To: Laura Petersen;Tara Orlando; Steven Fews Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Monday, April 18, 2022 3:49:05 PM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 04/18/2022 15:47 To: VIL RYE BROOK PRIMARY Transmitted: 04/18/2022 15:49 00003 Ticket: 04182-002-460-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 5 To: Name: BOXWOOD PL Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: WORKING IN THE REAR LEFT OF PROP NearSt: DORCHESTER DR Means of Excavation: MINI EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: INSTALL FOOTERS Estimated Work Complete Date: 04/28/2022 Depth of excavation: Site dimensions: Length 26 FEET Width 20 FEET Start Date and Time: 04/21/2022 07:00 Must Start By: 05/05/2022 ------------------------------------------------------------------------------ Contact Name: SALVATOR PEPE Company: KMI CONTRACTOR INC Addrl: 1511 RT 22 Addr2: SUITE 161 City: BREWSTER State: NY Zip: 10509 Phone: 914-403-1160 Fax: Email: kmicontractorsinc@gmail.com Field Contact: SALVATOR PEPE Alt Phone: 914-403-1160 Email: kmicontractorsinc@gmail.com 1 Working for: MR AND MRS BITTERMAN ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 SHEET INDEX No. DRAWING No. DRAWING A01 TITLE SHEET A11 DETAILS 0 i n"r ----- - 0 A02 SITE PLAN 14 A03 DEMOLITION PLAN 4) A04 FOUNDATION PLAN ply A05 FOUNDATION DETAILS rna A06 FIRST FLOOR PLAN(PROPOSED) A07 FRAMING LAYOUT(FLOOR) MAR 2 3 7077 A08 ELEVATION A09 ELEVATION UA IRIP MIQ A10 ELEVATION RTM NT STATEMENT OF COMPL PERMrr# _ 7 THE ARCHITECT,JUSiIN F.MINLERL ALA(N.YS.LIC.NO.18332)HAS PREPARED THE CONSTRUCTION DOt:UMEMS,WRITTEN&FIGURATIVELY IN • COMPLIANCE WITH THE LATEST APPLICABLE SECTIONS OF LOCAL AND STATE BUILDING CODES,2020 RESIDENTIAL CODE OF NEW PORK STATE. SBL# 7 � REQUIRED SYMBOL TRUSS IDENTIFICATION SIGN DATE APP E MAR 2 4 202 0 THE SIGN SHALL BE IN CONFORMANCE WITH NYCRR SECTION 1265 FOR ONE&TWO FAMILY DWELLINGS. N APPLI LE THE SIGN SHALL BE SECURELY AFFD(ED TO THE EXTERIOR ELECTRIC METER OR AN ALTERNATE LOCATION APPROVED BY CODE, WHENEVER IT IS NOT POSSIBLE TO DO SO.REVIEW LOCATION WITH THE BUILDING OFFICIAL PRIOR TO INSTALLATION. 0 0 43Ul1.DIKGi INS CTftk�Village of Rye snook.NY GENERAL NOTES 1. O.C.SHALL REVIEW PLANS AND SI'ECLFIGTiONS PRIOR TO START OF WORK ARCHITECT SHALL BE IMMEDIATELY NOTIFIED OF ANY DISCREPANCY. V 2. DO NOT SCALE DRAWINGS,USE WRITTEN DIMENSIONS.LARGE SCALE DETAILS AND DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. A -- -- - 3.G.C.SHALL INCLUDE ALL LABOR.MATERIAL,AND EQUIPMENT FOR ALL SHOWN OR SPECIFIED,INCLUDING TEMPORARY FACILITIES AND/OR V SUPPORTING STRUCTURES. 4.O.C.SHALL BE RESPONSIBLE TO SECURE ALL PERMITS FOR CONSTRUCTION. S. O.C.SHALL OBTAIN THE CERTIFICATE OF OCCUPANCY UPON COMPLETION OF WORK AND SUBMIT TO OWNER O ^-^-- 6.G.C.SHALL CHECK ALL EXISTING CONDITIONS PRIOR TO START OF WORK O.C.SHALL BE RESPONSIBLE TO VERIFY THE LOCATION OF ALL ViSIBLE ( W AND N09ViSMLE UTILITY SERVICES. �1 7.ALL LABOR MATERIALS,AND CONSTRUCTION SHALL COMPLY AND CONFORM WITH ALL RULES.REGULATIONS,CODES AND ORDINANCES OF ALL 0 FEDERAL,STATE AND AND LOCAL AUTHORITIES HAVING JURISDICTION OVER THE WORK r� 8.THE G.C.SHALL KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIAL.RUBBISH,BAPLEMENTS AND SURPLUS MATERIALS. v 0 THE O.C.SHALL LEAVE THE BUILDING BROOM CLEAN. 4) FILE COPY 9.G.C.SHALL PROVIDE UNDERSLAB PIPING FOR FUTURE RADON MITIGATION MAKE AND PROVISIONS FOR FUTURE VENTING. 0 O.C.SHALL BE RESPONSIBLE FOR ALL RADON TESTING. 10.THE H.VAC.SYSTEM SHALL BE DESIGNED BY A QUALIFIED,CERTIFIED H.VAC.CONTRACTOR AND/OR MECHANICAL ENGINEER RETAINED BY THE G.C. a • 0 ALL APPROVALS SHALL BE OBTAINED BY THE G.C.HVAC CONTRACTOR SHALL PROVIDE COMPLETE MANUAL J&MANUAL S CALCULATIONS. 0 M I I.ALL ELECTRICAL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL&NATIONAL FIRE UNDERWRITER CODES&LOCi1L LIRLITY CO. p W 12.A MINIMUM OF 90 PERCENT OF LAMPS IN PERMANENTLY INSTALLED LIGHTING FDMAW ARE HIGH EFFICACY!AMPS PER 404.1 OF 2020 RCNYS. W 13.ALL CHi 04M FLUES AND GAS VENTS SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTERS 10 AND 18 OF THE NYS RESIDENTIAL CODE. 14.FIREPLACES SHALL BE COMPLETE WITH FRESH AIR INTAKE DUCT.ALL HEARTHS TO BE 20-IN.DEEP(MIN.).PROVIDE TIOHT FTri1 NO NON COMBUSTBLE GLASS DOORS AT EACH FiREPIACE IN CONFORMANCE WITH NI 102.4.2(R402.4.2)OF THE 2020 RCNYS.OWNER SHALL SELECT DOOR TYPE. 15.O.C.SHALL INSTALL A COMPLETE SMOKE AND CARBON MONOXIDE ALARM SYSTEM THROUGHOUT HOUSE.PROVIDE A SMOKE ALARM UNIT IN EACH ,� a BEDROOM AND SMOIWCARBON ALARM(S)ON EACH FLOOR INCLUDING BASEMENT IN COMPLIANCE WITH N.Y.S.RESIDENTIAL CODE,SECTION R 317.1.1. AS-BUT LT/Fi NA L SURVEY SMOKE AND CARBON MONOXIDE ALARMS SHALL BE HARD WIRED WITH BATTERY BACK UP.ALL ALARMS SHALL ACTUATE SIMULTANEOUSLY w � BUT DISTINCTIVE ALARM SIGNAL SHALL BE USED TO DIFFERENTIATE EACH TYPE OF ALARM.ALARMS SHALL BE CODE APPROVED AND U.L LISTED. R EQ U f RE D PRIOR TO 16.G.C.SHALL HAVE PROFESSIONAL APPLIED CHEMICALTERMICIDE TRFATMEN'TO SOIL FOR MOREL 7ON AGAINST SUBTERRANEAN TERMITES '� 6 AS PER R318.2 OF THE 2020 RCNYS.G.C.SHALL PROVIDE ALL REQUIRED DOCUMENTATIONS TO LOCAL MUNICIPALITY. F=r a W u) ,B FINAL AL 1 N S PE CTI�N 17.O.C.SHALL BE RESPONSIBLE TO RETAIN THE SERVICES OF A CERTIFIED"HERS'RATER THE'HERS'RATER SHALL PROVIDE A COPY OF PROJECTED w F4,3941 NCE REPORT PER 2020 RCNYS AND PERFORM THE DOOR BLOWER TEST AND PROVIDE REQUIRED CERTIFICATIONS. z MANUAL J DESIGN CRITERIA a� ITUDE WOffER SUM)M ALTITUDE INDOOR DESIGN HEATING COOLING WIND WIND DRAY WINTER sumo R HEATING COOLING CORRECT. DESIGN TEMP. TEMP. TF]►!p. VELOCITY VELA ITY WET RANGE HUMIDITY HUMIT`Y w � FACTOR TEMP. COOLING DIFF. DIFF. HEATING COOLING BULB z O� z 12 87 70 75 68 20 M 30 X_ ti i a DESIGN LOADS II MATERIAL STRENGTHS � o SOIL BEARING: 4000 PSF CONCRETE: 4000 PSi ~' a FOOT: 60 PSF(40 L+20 D) DIMENSIONAL LUMBER: 950 PSI ATTIC:(4'W AND GREATER HEADROOM) 45 PSF(30 L+15 D) ENGINEERED LUMBER: ATTIC:(LESS THAN 4'W HEADROOM) 30 PSF QO L+10 D) •GLULAM 2400 PSi ROOF:(SNOW LOAD) 60 PSF(45 L+15 D) •LAMINATED VENEER LUMBER 2600 -- - -— PORCH&DECK: 70 PSF(60 L+10 D) •PARALLEL STRAND LUMBER 2900 PST GUARDRAILS&HANDRARSi 200 PLF STRUCTURAL STEEL M m PSI 2020 ECCCNYS BUILDING TYPE: ONE&TWO FAMILY DWELLING DESIGN TEMPERATURE: 0 DEGREES F./72 DEGREES F. - DESIGN DEGREE DAYS, RIM-6000 CODE DESIGN METHOD:CHAPTER+PRESCRIPTIVE BUILD (%E 402.1�40LII) TAB!B 2.1.2 iMrIATION FENESTRATION BY COMPONENT -- - GLAZED WOOD MASS BAS a CRA ACE CLIMATE FENESTRATION SKYLIGHTb FENESTRATION CEILING FRAME WALL WALL FLOOR ALL R V W ZONE U•FACTOR LLFACTOR SHGCL"'0 &VALUE &VALUE R.VALUE &VALUE ALUE &D R.V 4 0.31 035 0.40 49 20 a«13+S 8i/13 19 IW13 10.2 IW13 &VALUES.ARE MINIMUMS.U-FACPORS&SHOC ARE MAXIMUMS.WHEN INSULATION 6 INSTALLED iN THE G iCH Is THAN THE L OR DESIGN C�p T MCIWESS OF THE iK 'IATKK THE MSTAl1ED RVALUE OF THE INSULATION SHALL NOT BE LESS THAN THE R iN THE TAB b.EXCEPTION: MALTY B EXCLUDED FROM GGI ZED FENES'RAMN SHGC RREEQU Ei IS IN C� 1�. 3 THE FOR DATE: SUCH SKYLIGHTS DOES NOT EXCEED 0.30. 2/0zn2 c.'1S 19•MEANS B.IS CONTINUOUS INSULATION ON THE MR"OR EXTERIOR OF TAB HOME OR R19 CAVITY ON AT i r RiOR OF BASEMENT REVISIONS: ALL'I5/19.SHALL SE PERMITTED TO MET WTiH&LI CAVITY i "'HoN ON THE INTERIOR OF THE BASES WALL PLxJS R.511 xxi s T[ON ON THE INTERIOR OR 1DaMOR OF THE HOMFL*IW13'MEANS R10 OONTiNUOUS INSULATION ON THE INTERIOR OR R OF TH ME OR Ri 3 vmt INSULATION AT THE INTERIOR OF THE BiRLSEMENT WALL d R5 SHALL BE ADDED TO THE REQUIRED SLAB EDGE&VALUES FOR HEATED SLABS.INSULATION DEPTHS SHALL BE DEPTH OF THB OR 2 WHICHEVER B LESS IN ZONES ITHROUGH 3 FOR HEATED SLABS. a THERE IS NO SHOC REQUIREMENTS IN THE MARINE LONE. k THE FIRST VALUE iS CAVITY INSULATION,THE SECOND VALUE IS CONTINUOUS.90*13+5'MEANS R13 GVTTY iNSULATi moo 64 L THE SECOND RVALUE APPLIES WHEN MORE THAN HALF THE BMIA71ON IS ON THE iITEMOR OF THE MASS WALL 1.JUSTiN F.MiNIERI,ALA(N.YS.UQ NO.18332)CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF,THES AND SPECIFICATIONS CONFORM WITH THE APPLICABLE SECTIONS OF THE ENERGY CONSERVATION CONSTRUCTION CODE STATE. 5 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLLR30L_2(I> Boxwood Place R e B GROUND ro o r1Y sE1sIv1I0 WINTER �� v SNOW WIND DESIGN DESIGN SUBJECT TO DAMAGE FROM DESIGN l D H� �p AAjNUAL LOAD CAT. TEMP. REQUIRED INDEX( TEMP �wG NO. SPEED TOPO 0113A. WIN11 WEATHERING FROST"ME TERMITE A01 Section: � D DEP1H Block: 1 Lot: 16 20m 2� B If'ItY'F ,� ,� i0WOR1ESS S2.2F Ttri.E �NE>o IMIm NONE YES YES WIT" 4r MODERATE HEAVY Biderman/230040 SCALE: lot 10' SITE PLAN SCALE: 1"a 10' GENERAL NOTES 1. Site plan is based on survey prepared by Richard A.Spinelli,650 Halstead Avenue Mamaroneck,NY.Dated December 16,2020. .� 2. The Architect shall assume no responsibility for the accuracy of the 0 original survey.Refer to original survey for additional information. 3. The General Contractor shall strictly adhere to all rules and regulations having jurisdiction. v N4 90 0 4 1 00 E 100.009 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. 5. The General Contractor shall be responsible to secure all required permits for construction. U 6. The General Contractor shall obtain a certificate of compliance or occupancy upon completion of work and submit to the Owner. 7. The General Contractor shall install all sedimentation and erosion O control measures as required by local code prior to construction. " Q All controls shall be maintained throughout the construction O + O Q process and inspected periodically. ko R>�rovE EXISTIPkS � EROSION CONTROL NOTES PATIO '40' 1RYD 1. Prior to the start of construction erosion control devices shall be in the place as shown on these plans. WOOD 'K 2. Final grades shall be established as soon as possible and top Gpµ� -J= soiled and seeded to provide a turf,which will stabilize slopes RE40YE EXISTING LANDI and prevent erosion. � WOOD DECK 3. Slopes to remain open for more than three weeks shall be v 56.00 protected with temporary seeding or staked netting. ^ 16•�� 4. Erosion control devices shall be inspected after each rainfall and ~ Q) (') shall be cleaned,repaired or replaced as necessary. O AG UNITS accordance All erosion control measures shall be installed and maintained in 0 a accordance with westchester county best management practices ;4 manual for erosion and sedement control. 6. The engineer/architect may at his/her descretion require v 0 additional erosion control measures throughout construction to mitigate unforseen erosion and siltation. o EXISTING 2-STORY O 1� 0 FRAME RESIDENGE L I NE 0F AL1.0HABLE � BUI DING ENVELOPESILT FENCE DETAIL � A � L O II w 4 ^ - N t�TA9W JILT reWa N STA1W RM AROLIMP rT'w W BACX lLL!BLOT Tn SM Fz+l x�_, OOTroM or retire .� � O J T10"or 1a*Ow- 0 ::� t [401 FY— P4 6 Z •141s O :Z O cur be MIK SL or FCLL+OV00 Z a Cp � coKrouR or LAND SILT f'Ef1G!SHALLee x'r VM BOTTOM oP FA9WG O a t'n O VRrVTN ISO MIIN.am EXISTING GONGRETE ('() EXISTING4 mLA63TONE �' L*4x5�EAJM Nam '.SILT FECE SHAl1.W N FLAce AND FMOPOWIM RETAINING WALL WALKWAY FMOR TO TM STMtr or VIK4MMOK EXISTING ASPHALT DRIVEWAY ZONING DATA\\ lu ZONE:R 15 (ONE-FAMILY RESIDENCE) •�� SECTION: 129.67 BLOCK: 1 LO 16 N4 90 0 4 00"E 1 0 0.0 0' BULK REGULATION CODE EXISTING P OSE LOT AREA MIN. 15,000 S.F. 15,000 S.F. LOT WIDTH MIN. 75, 1W Z INICA LOT COVERAGE BUILDING MAX. 16% (2,400 S.F.) NAI BOXWOOD PLACE •ACCESSORY MAX. 3.596 (525 S.F.) DATE: \7./Ozn2 • DECK MAX. 4% (600 S.F.) .8% (117 S.F.) .996 (IF4S.F.) REVISIO IMPERVIOUS MAX. 5,300 S.F. 0,162 S.F. 209 S.F. • FRONT YARD MAX. 35% (1,132 S.F.) A YARD SETBACKS FRONT(1) MIN. 40' 4.30'+/- N/ FRONT(2) MIN. 401 SIDE MIN. 15' I6.e 16.W+/- SIDE TOTAL MIN. 4a 45.91q 46.aa+/ REAR MIN. 4V 52.80' BUILDING HEIGHT ROOF MIDPOINT MAX. 30' NA EXISTING STRUCTURE TO REMAIN ® PROPOSED ONE STORY ADDITION PROPOSED TWO STORY ADDITION STORIES MAX. 2 STORIES NA DWG No. (E) EXiS"TING YARD SETBACK G FLOOR AREA 1 GROSS MAX. 3 222 S.F. NA A02 ExiSTZNG KEY s STRUCTURE TO BE REMOVED rt PROPOSED IMPERVIOUS SURFACE PROPOSED SECOND STORY ADDITION (� PROPOSED YARD SETBACK O'er ADDITION SITE PLAN REFER TO ENGINEER'S SITE PLAN FOR INFORMATION ON GRADE ELEVATIONS,DRAINAGE,UTILITIES CONNECTION,EROSION CONTROLS,ETC.. z DO NOT SCALE PRINTS Biderman/230040 GENERAL NOTES 1.GENERAL CONTRACTOR SHALL.STRICTLY ADM"TO ALL RULES AND REGULATIONS HAVING JURISDICTION. j 2.GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO CHECK 0 AND VERIFY ALL E)aSTIN0 CONDITIONS INCLUDING 0 CONCEALED AREAS IF POSSIBLE,PRIOR TO START OF WORK 14 3.O.C.SHALL LOCATE AND IDENTIFY UNDERGROUND UTILITY W LINES,IF ANY,PRIOR TO START OF EXCAVATION.G.C.SHALL BE RESPONSIBLE TO REPAIR DAMAGED OR INTERRUPTED SERVICES RESULTING FROM THE WORK BEING PERFORMED. �>1 4.G.C.SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCY AND/OR DISCOVERY OF AN UNKNOWN CONDITION. S.MATERIAIS OR ITEMS NOTED TO BE REUSED.SHALL.BE CAREFULLY REMOVED,PROTECTED AND STORED ON SITE. A, 6.G.C.SHALL OBTAIN FROM THE OWNER A LIST OF ITEMS, W IF ANY,TO BE SALVAGED AND CLAIMED BY THE OWNER r, ITEMS SHALL BE STORED AND PROTECTED ON SITE UNLESS v OTHERWISE DIRECTED BY THE OWNER 7.G.C.SHALL PROVIDE REQUIRED SHORING,BRACING. TEMPORARY RAILS.FENCES,AND ENCLOSURES AS REQUIRED 1!l7rI0WC���DMGK TO MAINTAIN PUBLIC SAFETY CONTINUOUSLY DURING A, �NG�J I'�O�dT1NbS CONSTRUCTION. W 8.PROVIDE TARPS AS REQUIRED TO PROTECT STRUCTURE(S) >� FROM WEATHER.MAINTAIN TARPS IN GOOD CONDITION ONAND REPLACE WHEN DAMAGED. 9.IDENTIFY HAZARDOUS MATERIALS,IF ANY.PRIOR TO WOOD DECK DEMOLITION.REMOVAL AND/OR CONTAINMENT As REQUIRED SHALL BE PERFORMED IN ACCORDANCE WITH GUIDELINES SET BY THE APPLICABLE GOVERNING AGENCIES. - — - 10.REMOVE AND REPLACB ANY DAMAGED OR ROTTED LUMBER REVIEW QUESTIONABLE CONDITIONS WITH ARCHITECT. I 11.ALL CONSTRUCTION AND DEMOLITION DEBRIS SHALL BE I REMOVED AND LEGALLY DISPOSED OFFSITE BY O.C. 0 I 12.O.C.SHALL PROTECT ALL AREAS NOT WrrHIN THE SCOPE Aj U. I OF WORK FROM DAMAGE OR DUST DURING DEMOLITION I AND CONSTRUCTION. V I 13.WINDOW AND DOOR REMOVAL SHALL INCLUDE FRAMES. I EXPOSING ROUGH OPENING UNLESS OTHERWISE NOTED. A I 14 OES SERVING PTED WCTH�ffiD SPACES SHALL NOT BE (u WNERSS PERMISSION AND U PROVIDE TEMPORARY UTILLTTIES AS NECESSARY. 0 r�l FAMILY RM 15.HEATING SYSTEM SHALL REMAIN IN SERVICE THROUGHOUT 0 p♦ CONSTRUCTION DURING HEATING SEASON WHETHER OR LIVING RM NOT THE RESIDENCE IS OCCUPIED UNLESS CIRCUMSTANCES MADE KNOWN TO THE OWNER DICTATE OTHERWISE. 0 16.REMOVE ALL ABANDONED PLUMBING AND ELECTRICAL 0 LINES. In ro 17.REPLACE PLUMBING AND/OR ELECTRICAL LINES Wrl"HIN 0^ 0 THE CONSTRUCTION AREA THAT ARE FOUND TO BE 04 0 I NONCONFORMING WITH APPLICABLE CODES.UP O M i a � I I ------------------- I a#� UU II I Z a a KITCHEN z aD z I I GARAGE x X I a --- �In II FOYER a I II II II DINING RM I 0 I j CL. PWD I I i L----- -- ---, PORCH I I a a . LgGE D, , Ate: 2,0zn2 4 R SIONS: o WALL FY WALL E IN FIE ) , DEMOLITION PLAN G WALL BE REM VED SCALE.e 1/41-1141 FIRST FLOOR OR DOOR =L_R_r WIN OR DOORTO OVED S WINDOW DOOR TO BE SAL ED ARCHr EM (STORE ON FOR REUSE) It+ICED WK DWG No. A03 DEMOLmo DO NOT SCALE PRINTS BiaeTT11a1✓230040 GENERAL NOTES 1.GENERAL CON'TRACTOR SHALL.BE RESPONSIBLE TO CHECK GL VERIFY ALL FOUNDATION DIMENSIONS ARE ACCURATE&CLOSE PRIOR TO PLACING CONCRETE.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 2.ALL FOOTINGS MUST BEAR ON SOLID.UNDISTURBED'ViR01W SOiL �1 b• BELOW FROSTLINE. 0 3. DESIGN OF ALL CONCRETE SHALL CONFORM TO THE LATEST'EDITION OF ACI SPECIFICATIONS AND PRODUCED IN APPROVED NIDM4 3 PLANT 0 IN ACCORDANCE WITH ASTM REWREME M CONCRETE SiV D4 TiHS 14 2W L lw 1'-08 2W TJBD.my FOR VARIOUS USES SHALL BE AS SPECIFIED IN THE FOLLOWalO m SCHEDULE(MINIMUM COMPRESSIVE STRENGTH.f It AT 29 DAYS) 1� /i •FOCnINOS.FOUNDATIONS&INTERIOR FLOOR 40Up PSI DiYDECKLINO AD •GARAGE AND EXTERIOR FLOOR SLABS.. _».......so0p PSL ►>1 aVE VC 4. S'TBEL B$AM3 SNAIL CONFORM TO ASTM SPE©FiG►'fl0NS A36 FOR -- -- ------ --------- ---- — --1 STRUCTURAL STEEL(Pr-36M. S. STEEL COLUMNS SHALL BE STANDARD STEEL PIPE AND CONFORM TO I ASTM SPECIFICATIONS A33 GRADE B FOR ST'RUCiURAL STEEL..ft-35 K SI I I I 6.CMV SHALL BE LOAD BEARING CONCRETE BLOCK LAID LEVEL&PLUMB L_I ____—__ ___——__L __———__1 I iN A FULL BED OF CEMENT MORTAR.ALL JOINTS SHALL BE FU.UW AND PROPERLY TOOLED.HORIZONTAL JOINTS SHALL BE REINFORCED WITH T—_——_—— 7=——_——= ——_——_— I ( DDUP. -BA L WIRE AT 16M O CEM L CEMENT SOLID. GROUT SOLID CORES f r rWITH ( ' I �I I 7.BAR REINFORCING STEEL FOR OONCRSit SHALL BE GRADE 60 Ifw TINi NG•VIA.GO .FIER P'�00' J I DEFORMED BARS EXCEPT FOR TIES.WHICH MAY BE PLAIN, V rpm �y •) SHALL CONFORM TO AMU SPECIFICATIONS.REINFORCEMENT STEEL BARS OMAR)SHALL BE NO.4 UNLESS NOTED OTTHERWISS. REFER TO WALL SECTIONS&DETAILS FOR REBAR PL ACEWDIT. I 8. PROVIDE WALL AND/OR FOOTING SLEEVES AS REQUIRED FOR UJTi XnW. 9. PROVIDE S/B.W.DIAMETER x I&N.GALVANIZED ANCHOR}BOLT AT 484N I I ( I _"T— f O C.(MAX)TO SECURE MUD SILL PLATES TO TOP OF FOUNDATION WALL 10.FILLED AREAS TO BE MECHANICALLY COMPACi790. I ( I I I I I ,. 11.PROVIDE FOOTING DRAMS TO DRYWRI S OR STORM SEWER. 12.PROVIDE PRESSURE TREATED 0n tx SUB.FRAMB AT WINDOW AND DOOR I— I — FOUNDATION OPENINGS. 13$ .RAiWORK SCHEDULE WHERE APPLICABL& I I •. •BASEMENT FLOOR SLAB ..........441.THICK 4 I _ZN.T ` •INTERIOR FLOOR SLAB 441.THIC K •C I ' 1IJ L ____—__ —__——__L —_———_ 1 CRAWL SPACE FLOOR SLAB............_........ FI[cx }- _s— •GARAGE FLOOR SLAB,.».............._..»......._..�........._.»._--S.M.THICK A, ——� I •EXTERIOR FLOOR SLAB.... .THICK W I ` T- 7 J--=--_-- =--=--= ` --_-- ` I I I I 14.ALL SLABS EXCEPT AT CRAWL SPACE SHALL BE REINFORCED WITH I 120 nOUOMP GONOWTV I= 6 x 6 WIA x W IA W.W.M.PITCH GARAGE AND EXTERIOR SLABS FOR I I I (xT•BAW OF STAiiv DRAINAGE.PROVIDE A COMPACTED GRAVEL BASE(4 N.MIN.) BENEATH ALL CONCRETE FLOOR SLABS. I I 1S.PROVIDE 6-loM POLYETHYLENE VAPOR BARRIER UNDER ALL WTERIOR 0 FLOOR SLABS INCLUDING GARAGE. 41 16.ALL STEEL GIRDER.COLUMN PLATES.ETC--SHALL BE SHOP PRIMED WITH (1)COAT OF RUST PROHIBITOR&A SECOND COAT APPL ED IN THE FIELD. 17.PROVIDE OOPPER TERMITE SHIELD AT TOP OF FOUNDATION WALLS V ENCLOSING THE CRAWL SPACE IF SHOWN AS PER WALL SECTION. MAINTAIN SEPARATION FROM P.T.MUDSQL WITH E.P.S.SILL SEALER. v COLD WEATHER u THE MM PLACING AND CURING OF STRUCTURAL CONCRETE SHALL 0 cd_ COMPLY WiTH SPECIFICATIONS OUTLINED IN THE ACI 30SR MTWT 0 F� EDITION).GUIDE TO COLD WEATHER CONCRETING.THE GENERAL !� CONTRACTOR AND SUBCONTRACTORS SHALL.GUARANTEE OUTLINE OF HOUSE FOUNDATION ADHERANCE TO ALL APPLICABLE SECTIONS V 0'-0 LEGEND 0 o EXISTING FOUNDATION WALL(VERIFY IN FIELD) Q+ •P4 MM0 POURED CONCRETE FOUNDATION WALL 0 W =•"� `r=';�''? W/REINFORCED POURED CONCRETE FOOTING 04 —— — CMU FOUNDATION WALL W/RQ�i a W'REINFORCED POURED CONCRETE FOOTWO XX FOUNDATION WALL SHELF w .• FOR MASONRY VENEER BEARING (ser s��►1mN.ettLo�av Fn+isliEu D� � �� E�� " FOUNDATION STEM WALL(SEE DETAIL) Z s %I r ———— BEAM WALL POCKET e lY x S'x 3/4'STEEL BEARING PLATE POURED CONCRETE CYLINDRICAL PIER z a c`' s O EXISTING STEEL COLUMN(VERIFY iN FIELD) •4'O.D.STANDARD STEEL PiPE COLUMN e 1 • I BASE PLATE:8'x 8'x 3/4'STEEL PLATE TOP PLATE:10'x S 1/2'x 3/4'STEEL PLATE L_—J •UNLESS NOTED OTHERWISE ON PLANS. 24 x 12 FCKYT'ING SIZE(W x D INCHES) •00 TOP OF WALL ELEVATION(INCHES) O TOP OF WALL BELO ISH GRADE (6"MIN.) AG TOP OF WALL ABO ISH GRADE (6"MIN.) FOOTING SCHE LE F X"WG REINFORCEMENT SHALL BE O. ®9'O.C.EACH WAY(MAT REINFORCAAEV O SIZE Qx EXISTING FOOTING M176IN MELD) O 24'x 24'x 12'D.coN#n FC30 i O DATES 2/Ol,/22 © -W x 3W x 12"D.CON/AE I E FOOTING R SIGNS: OG 3e x 3e x 1 S"D. CREPE FOOTING O 42'x 42'x 1ST D. CRSTE O FOTING © 48'x 48'x 1 S"D. NCREIE FOOTING© 24'x Wx 12'D.00 CREiE FOOTLING• Ob 30'x W x 12'D.C0 RETE FOOTING• FOUNDATION PLAN Wx(UxIsD.CON F00-11NG SCALE,1/4"-I'-(r O 42•x W x 15"D.OON. manNG• IN RIB wK DWG No. •ALL METAL CONNECTORS,ANCHORS AND FASTENERS NON-CORRISIVE PROPERTIES SHALL BE CERTIFIED 0 48'x(L)x 15'D.CONc - FOR USE WITH ACQ PRESSURE TREATED LUMBER A04 •NOTE:THE LENGTH(U OF FOOTING BE T�SUM O THE DISTANCE BETWEEN COLUMNS TIME FOOTING DT H. FOUNDA71ON PLAN DO NOT SCALE PpluNmop, BId('Lman/230040 STANDARDS mW`&*&VAWZW VARY TA•"� Alla"m Qo•.T.w OG.(1}iAX) PlEPWIt TO SPOrA IL Im NOTE:CEMENT GROUT SOLID CMU CORES Sam"�i H19eflGAL�.>�o�c. Nx( AL) 0 WITH VERTICAL REBAR rouNPATION"v" 0 MOM Sur 04 fuxtakwAL flaws.wIL � a� II (4)NO.41•!1 AR • ( • >i�I nOldTw � u IZ• L 'v11�n/•sOL ol•cl.er+ea CV mom Not•avollp dRADC r! s I I LAID"Nark 16�! Awl woc is n n re"m rw04"Den° �T oinuen HOLM r IM I I I • • Tb MifAu./►TiON Gr OiOMdO '�'� • rs111 1�T1 11r900'�Pf�Y d :d I I • • As)NO.4(TOP)HORIZONTAL !° u u RMAR 1.a xTew roan"narmt As I M a i lim To seas ON soup uowriltM v yw~so1L ° d 2.sTOWIM roOT000 @Hft.BEAR ON•VRa1N•solu MM s AFM Io• ^IM RMN I.s n, Q GONGRI=TL'PiER f4000 PSI) s.met To rwi secTme P%m AoomoNAL OQlAis V/ FOUNDATION SCHEMATIC • (!'f!') O.4(BOTTOM)HORIZONTAL � • M1 g PGUNDATkM AALL �N 'n '•d V 0 POOTINO 0 a -- - SOIL BZARINS.9940 PSP •VIR4 •SOIL _ '� 0 0 SOIL rem,&&ND,SILTY SAND,CLAYer SAND,SILTY amAVCL„CLAYeY&mA%4!L SOIL Br-AM"CAPACITY 2000 PSP FOOTING DESIGN 1 1 .... a i d d aG � '•M.D.d.POST DA W•SIMP�ON•p ABUBb � ,.a e Od BEND bd lumv w DIAWl.'T DIAMeT�e 2 10 `` 1 D/D•x IZ•H.D.B./hIVC4�IOR DOLT Z la IN.DVT NOT ;Z °°i i rl i i i•' 4 HOOK THAN 4d tX'TB4SION led 1�IOOK K ti F UM GRAVE! �� FOUNDATION REINFORCEMENT HOOKSfit dll If' II I •11 II II � I l 1 IZ VIA.TOURED GONGRVIV PIER 90 ;•.•'' 4 11 1 i (4000 Pal)P'ORN11sD By • MIN. If• • Il e � �� � ~ i! 11 • Q j '+��-. •ems... ° 1 f • 1 , (4)NO 4%IW"CiAL POWAR ' ;�_.•:'''�'••• "••.. _'.....•. f�•..•�.: -;• .• •• •.: In®TO 1'OOTINd •"••• : f • .�' _' Q .' i i • POOT R 1NIS FORMED By moldrOOT SYSTEMS• K •. 6a, 1,.•• ;1 d. YII/(4)p4 BARS,M^.WAY SET ON SOLID,UNDISTURDMM SOIL 41 • y 11 �•11 ••. 4TO I"aLoft q4^xj t Ise • (T)Ito TO A ON THI zloz z MIN. ONO SUD9TiTUT10N PERMITTED 1'OR 91025Glf'1 ANGI•MORS REVIS �1 STEP FOOTING IAG A11/S•ImIclK Sam saw PITY.H Sa.A+s 4 THICK. PSI AWAY PWOM motme YV/ x& ru x 10411.4 P.` de ev d a 48(MIW V1LY. IN REDK •TYPAie• DWG No. COMP.A4, A05- l'-oll L .FOUND ION WALL DE ILS ONE ter,,DETAILS MUDSILL PLATES SHALL BE SECURED TO FOUNDATION WITH 5/8"DIA.x 18"L.GALVANIZED ANCHOR J-BOLT W/WASHERS 0 48"O.C.-MAXIMUM SPACING EXTERIOR"PATIO"SLAB BidennarV23004( GENERAL NOTES rm 0 6' L M0 W u cm •1'� vJ 0 _ I u LAU.RM I � � 0 FAMILY RM HVAC 0 LIVING RM 1 0 NOT APPLICABLEn l0 a � UP LEGEND a � �0. -------------------- I I ----- EXISTING WALL(VERIFY TNFIELD) Obg4,4 —— NEW WOOD STUD WALL 2:@ 16.O.C. W ad w w N ON z POURED CONCRETE WALL ►•♦ �` L -' e w .. CMU WALL(CEMENT GROUT SOLID) � 'a� II I STONE VENEER � KITCHEN I I ( x a I I BRICK VENEER a�ca GARAGE DOOR SIZE 040TED IN INCHES) ——— WINDOW TYPE• FOYER A II I I EGRESS RRNDO • II gig DINING RM Iz HEADT=RSizE• I I LRTM SIZE• `4 I ® COP SILL PAN ER OF OR JACI4 DATE: I O I t/o2/2t cip L FROST FREE H E B REVISIONS:--�-- -- --� PORCH �— I I EXHAUST F AN C VENTTO EXTF.RI R DUCT HEAT SENSOR �H HARD WIRED W/ Y BA KUP(U.L.LISTED) ENTERCONNE A 72 CE 1 �' SMOKE ALARM e HARD WIRED /BA Y RA .L,LISTED) FIRST FLOOR PLAN INTERCo 72 COMP SCALE31/4'-1'-0' PROPOSED ® CARBON MONO E WIRED W/$P► Y BACKUP N.L. ) CONN A co ARCHnsm IN RED DW Dwo IREFER TO WIN &DOOR SC D:�s A06 SCHEDULES AND S CIFICATIO LDE 0 NOT SCALE PRINTS Biaerman/230040 GENERAL NOTES I.MUD SWS PLATES AND ALL OTHER LUMBER N CONTACT WTIH CONCRETE SHALL BE PRESERVATIVE.TREATED AGAINST DECAY IN AOOORDANCE WITH AWPA UI.(R317 OF THE 2020 RCNYS) L ALL S IEEL.INCLUDING BEARING PLATES SHALL BE SHOP PRIMED AND RECEIVE A SECOND COAT IN THE FIELD UPON COMPLETION. vu 3.TOP FLANGE OF STEEL GIRDERS TO BE R.USH WITH TOP OF FOUNDATION 0 WALL COLUMNS TO BE STANDARD STEEL PIPE. 0 4.COLUMNS SHALL BE STANDARD STEEL PIPE OR STEEL TUBE. /+14 S.STEEL SHALL HAVE PRE&DRILLED HOLES FOR 1/24N.DU.BOLTS 0 TOP FLANGE r-----------------------------------� FOR 2 ROWS 02441.O.C. I 1 I 6.PROVIDE SOLID BRIDGING A MID-POW OF FLOOR SPANS 8 fL&GREATER. (3)Z x IZ P.T.61RD�R I 7.SUBFL,OOR SHALL BE OWED AND NAILED TO FLOOR JOIST W/OONTECH PLAW. r r .PROVIDE OALVANM METAL JOLST HANOERS AT ALL FLUSH OONNII ECONS. T ? —— ' ( 9.ALL SOLID AND BUILT-UP WOOD POSTS SHALL BE CONTINUOUS(W/SOLID BLOCKING AS REQUIRED)TO FOUNDATION WALLS.PIERS,OR STEEL GIRDERS. I I I 0.ALL EXTERIOR METAL ANCHORS FASTENERS.BOLTS,ETC--SHALL BE HOT I 1 i DRIPPED GALVANIZED(HDO)STEEL I 111.PROVIDE 2 x FIRESTOPPINO AT DROP CEILINGS AND AT ALL AREAS REQUIRED I I I BY CODE.REVIEW WITH LOCAL BUILDING OFFICIALS. b 1' 12.PROVIDE HURRICANE ANCHORS AT ALL RAFTERS,SIMPSON•H23A. 3,FLOOR 1401ST,LVL,PSL&LSL SHALL BE MANUFACTURED BY TRUS JOIST WEYERHAEUSER OR APPROVED EQUAL G.C.SHALL BE RESPONSIBLE TO SUBMIT SPECIFICATIONS FOR MANUFACTURER TO IL1 h h ARCHITECT FOR REVIEW PR10RTO MATERIALORDER. -1 ..+t. 2 x iZ P.T.!yTRlNdI=RS WALL BRACING v. •LZ•OL. WALL BRACING SHALL BE IN ACCORDANCE WITH METHOD I (8)Z x IZ P.T.01RDL'R I I i C&WSP(TABLE 602.10.4)AND TABLE 602.10.3 IN COMPLIANCE L ,a OF THE 2020 RCNYS. SHEATHING I SUBFLOOR: 7/8• ADVAN'IECH A, WALLS 1/2" EXTERIOR GRADE PLYWOOD Z x 10 F.T.MA04 LW OM BOLT®TO MOl1x RIM JOIST -—-�---- ---------—-—- ROOF(ASPHALT) 5/8" EXTERIOR GRADE PLYWOOD ROOF(OTHER) 3/4• EXTERIOR GRADE PLYWOOD 0 NOTcs BOLT FLL)&4 L M76M TO RIM JOIST (�ROws 1n•T�II� �.BOI.Ts. LEGEND r wea t amm JOIST sm n1,/b•T.0 0 (FLOOR JOIST) !�lGO� A a Jc-JOW po V 0 cd PtrC44 17110CA ON Or JMST 4 (KOM RN•T5v 060 041 � � a b IA 560 SERIES I B 360 SERIES I C-230 SERIES n j 0 TJI 1-JOIST BY"WEYERHAUSER"OR APPROVED EQUAL V/ 0 LV.L LAMINATED VENEER LUMBER 1.9 E(Fb-2,600 PSI) P.S.L PARALLEL STRAND LUMBER 2.0 E(Fb-2,900 PSI) a 0 0 D.F. DIMENSIONAL FRAMING LUMBER NO.2 D.F.(Fb-950 PSI) 0 P.T. PRESSURE TREATED LUMBER NO.1 S.Y.P.(Fb-1050 PSI) a JOIST AND RAFTER SPACING IS 16.ON-CENTER UNLESS OTHERWISE NOTED ON THE FRAMING LAYOUT /r LvL 1"J-6 2 x 6 D.F. y.. r`}'7 7 1/4"LVL 2 x 8 D.F. Z X I - I li o� 0 9 1/2•�I � �a ~' 00 �r`` 9 1/4"or 9 1/2"LVL• w� . 1104-10 2D.F. z o```' i D _ x 10 D °S • O rJ-11 11 7/8•TJI QX 11 1/4•or 11 7/8"LVL• °�t f�! h'1 O a D 2 x 12 D.F. C PJ-14 14".TJ1 I'J-16 ♦ 16"711 •TPJM AS REQUIRED TO MA DEPTH OF MGSTU 0 JOIST. Zx6D. Cj-O 2 x 8 D. . 91/2- (� 2 x 10 F. C^J7/- W �---- 2 x V C." 2 x DX IS PED �� cs� 2 J6 D.F. DATE: --- Tt 2/0?n2 2 8 D.F. "''T 9�2*L REVISIONS: Lid A10 2 D.P. 0 11k8.LVIA FIRST FLOOR FRAMING LAYOUT ft-'= 2x 1 D.F. SCALE 1/4•-IV FOUNDATION PLAN R F PITCH O RLAY ROOF M ERIOR BEM W T BUILT-LJP 2 x POST OUS DO FOUNDATION W OR GIRDER ARa rrBCrB ( INIMUM P06T WI BE uEn oac B WIDTH PLUS ; DWG No. J BULL P POS'TASOVIE N BEAM • CEWNG IOHT(ROT H FRAMNG) A07- FRAMINO IAYOU DO NOT SCAUJRINTS Bia 2300* GENERAL NOTES w 1. PATCH&MATCH SIDING AS REQUIRED 0 0 2. PROVIDE FLASHING AT WALL INTERSECTION,AS PER DETAIL k 3. DECK FLOORING SHALL BE 5/4 s 6 COMPOSITE DECKING BY'TRE?C W OR EQUAL COLOR AND TYPE SHALL BE SELECTED BY OWNER.O.C. 4) SHALL SUBMIT SAMPLES FOR OWNER'S REVIEW AND APPROVAL 4. RAILING SYSTEM SHALL BE'TRW OR EQUAL OWNER SHALL SELECT TYPE&COLOR OF RAILING.O.C.SHAD.SUBMIT SAMPLES FOR OWNERS REVIEW AND APPROVAL 0 u 4� F-11 0 0 u a� A a� � u 0 'cd 0 � a 0 0 a .F4 0 0 CQ LEFT SIDE ELEVATION a PQ �^ SCALE Vf-1'V EXISTINC3 S FINISH SCHEDULE 0b U P-d pa II Q Ll W O ATE: REVISION: w ® z z z z z z z z I roll- FOU Dix FM I I z w Oil ME O C�] px DWO No. a � � o WAL Z. A08 as a cn � � � U a LEFT SIDE ELEVATION E LUOON SCAM 1/416 1'-0" PROPOSED DO NOT SCALE PRINTS Biderman/230040 GENERAL NOTES 1. PATCH&MATCH SIDINO AS REQUIRED 0 0 2. PROVIDE FLASHING AT WALL INTERSECTION,AS PER DETAIL, w 3. DECK FLOORING SHALL BE 5/4:6 COMPOSITE DECKING BY-TREE W OR EQUAL COLOR AND TYPE SHALL BE SELECTED BY OWNER.O.C. SHALL SUBMIT SAMPLES FOR OWNER'S REVIEW AND APPROVAL >1 4. RAILING SYSTEM SHALL BE'TRElr OR EQUAL OWNER SHALL „I SELECT TYPE&COLOR OF RAILING.O.G SMALL SUBMIT SAMOLES FOR OWNER'S REVIEW AND APPROVAL E:l 4� 4� 0 as u a� LI A � � a b � � o REAR ELEVATION a, o E}QSIlNO 0 ^ ?Nil /'+IIo 0 1�1 a FINISH SCHEDULE s z jlada s w� Q �G V V c; o? C�p � U w� F� U ee•�.co�'tt IwUt� DATE: 2/02/22 REVISIONS.- I x•A•?YMWA z z z z z z i �� z w REAR ELEVATION o .0 SCALE:1/4'6 IV PROPOSED U W ARCtiI[1IC'I`3 11 U �" a�n wu � �c.cotr're A n a p w A � � DWG No. S Q o g a � A09 a 8 a ELEVA-MN. DO NOT SCALEPRINTS Bia�la,/230040 GENERAL NOTES 04 r1 1. PATCH&MATCH SIDING AS REQUIRED o 0 2. PROVIDE FLASHING AT WALL INTERSECTION,AS PER DETAIL $4 3. DECK FLOORING SHALL BE 5/4:6 COMPOSITE DECKING BY-TRW OR EQUAL COLOR AND TYPE SHALL BE SELECTED BY OWNER O.C. v SHALL SUBMIT SAMPLES FOR OWNERS REVIEW AND APPROVAL '` 14. RAILING SYSTEM SHALL BE TRW OR EQUAL OWNER SHALL SELECT TYPE&COLOR OF RAILING.O.C.SHALL SUBMIT SAMPLES FOR OWNER'S REVIEW AND APPROVAL 4) u 4� El ta cd 4� 0 u a� A � �o � a b RIGHT SIDE ELEVATION o SCALE,1/4•-IXF Oasmo 04 •�"� 0 0 � a FINISH SCHEDULE l� z '0� � a �� a r•r (J 0 z pd Q z S xti ;a z Ell w � DATE: 2✓OZ/22 REVISIONS: w z z z z z z z mm = z 1 b RIGHT SIDE ELEVATION ° w ,. W 3 w a a a�� SCALE=1u4�-1'V I)aS71NO O� O o z o Dwo No.o � o W � Q � a � 8 a u o 1 A10 a DO NOT SCALE PRINTS jBidam VM UUw �t 0 0 M� sperA 1�1 �PAGINd AS*'Bt v S 5/4"MAX SPAGINS Q MAX b" u MIN. 17 2 x 10 P.T.FLOOR JOIST- • •12"O.C. RAILING DETAIL B SCALE:NONE VJ (7)2x10P.T.RIM J019 u 'SIMPSON'L.SG ADJUSTABLE STRINSLRR u CONNECTOR u u 0 2 x 12 P.T.STRIN6.ER•12"O.G. 0 a 0 DECK STAIR STRINGER DETAIL �, 0 SCAI.E:1 1/2•-1'�' 'POP CONNECTION � EXISTING SIVIN6 0 (PATC l i MATGW C X400 i'ITC OUA1RDRAIL SYST154 01 �� 0 OM ION AS'JO.WTCD BY CW#400 00 (PERM-A-BARRIBV DLHINP 4 x 4 P.T.RMT IIMT EXTEND 12"ADOVV PCGKINS (51-0.OG.MAXJ (TUCK VWMR POOR SILL PAW a • offl F#JRRIGIJ!TIC 9/4 x 6 GOh�I� y, DY"SIMIPC0�1"•!•K.N JOIST ON Jz TOMM BY MANJPAGTURM d KMOMDl!.A IN41M M Z4%-AS WN6 h (TtZK UP ISIDCR O DIN&) e�C/C�H VWK dM&V.MCTAL PANSM•EACH DECK JOIST 1" 100♦/- I x"A?�C'RiCIR •.!C'M-CAGM DOLT F!'I1D (`T NgHw Lvmm :Dovw FIRM rLOOR 4 W/SILJGOm 1 • I x AZCIC FMI'JFI STRINd@t ; 2 x 10 P.T. JOIST•12'0 10 1 x A?rK PASGA VD. • ° cotortmTe TREAD o 2 x 12 P.T.GARRIA6C STRIN9!'R (2)ROW V2'VIA,ROO. . •12.04. � GARRIAde BOLT•16'O.C. �Z'O!�1„'�ON To2 x 4 P.T.IMA~ON PLAT•24 0.4. 2 x 6 F.T.RJM4 LOMM —COMPOSITE LAT r"SKIRT WALL w H�.b.STl�L AN" IIDA.POW DAM 89IMP8W ANCHORS•1LAGH STRI NSER •An" (*!)2 x t2 PIlf 1 l:R TRCATI�61RD LANDINS AWAY PROM MOM R.i �. 2 x 4 P.T.CAM FRAMING u y� ,t WD'x W KPA.AN AM DOLT MOM P01MATiON 0 0 1' iicla..— I' .� ((44000 POW4W BYriD! S'rS o I MJ W/(4)04 SAI I VA WA r ON SOLID,UNT�ISTURDED l ld • (�• • •°a' Q • IItI I S. (4)NO.4 VOMCA L REDAR ° lit'. Two TC POOTIM 4 .u • ° • U4• • 1 It• 11 • •0 •• ° O NO.4 HORIZONTAL 1021AR � • u It • l�_J 4 ° PIEK(4000 PJl) • '� ° e• • • • • DATE: 2/02/22 "W eNT"�° •• WOOD DECK SECTION GFeN iRiG�lAt3e a• •a �")No.4 HORIZONTAL Rt�AR _ REVISIONS: A STRING"R Ba B• SG►1.Et 1 1-0" GUARDRAILS AND HANDRAILS SHALL BE DESIGNED TO RESIST A LATERAL LOAD OF NO LESS THAN 200 PLF APPLIED TO TOP RAIL. DDECK STAIR STRINGER DETAIL NOTE:•PIERS SHALL BEAR ON SOLID UNDISTURBED SOIL BELOW FROSTIINE SCALE:1 1/2"-1'-0" TstisE CONNECTION •REPEAT GIRDER&POST DETAIL AT EACH ROW •ALL NAILS(RING SHANIO AND SCREWS SHALL BE STAINLESS STEEL. �f •DO NOT NOTCH NEWEL POS'I5 wxac,,rs )F NEB aRMWK DWG No. All DETAILS Biderman/230040 r F— rc-= Oz o ®w -0 � N x� • .0 C=D LU M :3 W€ C � C u.C: 7-3o a t•0 lull ulo43 aOUa pooh �•p O 0 N � CL. LLJ Z OC: O O 00 O SOO O N O � N � c0 � N v• a CD U N O w w 0. O z M r O N a�a ds m li N N •o !0 �I 4 d. Q O + M w O O Z ._ O J N U Q p O00 Q a v -C Y) Lo c00, .00op doo o ...J 0- C: O O o O •� N o �- ._ w II v o •(n or .0 "C,) N ONO op oow `E 40 00 o (n c ADS 0 = In >% Q U N�3 a� d 0 V) Q (n 00, do mLL. r 3 z 1 w W-v- N 0 •i 00 CWY. I E 00x op ow °omor O ow 00 o m Q 3 0 os•" El Cl � Q � s -C-- N �O H un 919JOUO3 � 0 � 0 LL /� _ d �,�1 Z Q 0,>," "J %w W r o 6 u u o a oo a ago uo 'lb yJl IIoM 6uolo aoua� •wnly II M ! ! � 21 �I 18 � � D � `? L o o O U v: Q U O N O O N M Lo O 00 O Lb � > N � � � SVRV _ W V) J • Z LO C Ij U (1 dS ) wN ,i CL o 10 0 00 Q � N � •U � O O _ C: 00 O U QL�~j C; O J � � 0 0 = 0^� � X o t0 E � � O a� .2 � O O) O m w W 3ANG �13iS34MOCI �z z w U 0