Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
BP22-041
PERMIT # Q� DATE: 30 v4 EXP SECTION ��50 BOCK LOT w �; TYPE OF WORK JOB LOCATION nWNFR .( )0/?; c0 EST. VCO # C�7 /7e / FEE r FEE4,Q35�wpb DATE TCO # FEE DATE INSPECTION RECORD DATE INSP FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION ee PLUMBING RGH PLUMBING GAS O SPRINKLER ELECTRIC LOW -VOLT O ALARM U AS BUILT FINAL h �/Q 0�)e/o fl /93� 0 73 7 aje �% �w vc /aiedo c/t�c�lC Jl r� OTHER THIS BUILDING MUST BE POSTED WRH A PERMANENT CONSiRUCT10N TYPE IDENTIFICATION SIGN; PRIOR M THE ISSUANCE OF A C/01 AS REQUIRED BY W STATE LAME. VILLAGE OF RYE BROOK WESTCHESTER COUT*r—Y, NEW YORK J j NO. 23-181 (fertif tro.te of Orrupanrp J be 'This is to certify that ' bt'rl ( `/ j,�'f h�rlriP baJ'-1 of, P �YOd� , having duly filed an application on C - 20_�Za requesting a Certificate of Occupancy for the premises known as, V6 ,Rye Brook,NY,located in a Zoning District and shown on the most current Tax Map as Section: ,50 Block: / Lot: & , and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. , issued 20 , such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises o building or part thereof listed under the following 4-6 New York State Classifications,Use: - /� Construction: , for the following purposes: /V p � 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 thei building or in the exit facilities shall be made,and no enlargement, whether by extending on any side or by increasing in ight hall be made,n 11 the ldmg b oved from one location to another until a permit to accomplish such change h bee ta' from e B mg Inspector. NOV 2 1 2023 Building Inspector,Village of Rye Brook: Date: D DBUILD R MENT For office use onl : PERMIT# Oq j VILL OF RYE OK ISSUED: . SEP 13 20Z3 38 KING STRE" YE BROOK, YoRK 10573 DATE: V- 13—e*)3 VILLAGE OF RYE BROOK' 9 -06 O` FEE: BUILDING DEPARTMENT w l' 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 4#!lit4###!liii4i4#l4tttl4tit44##!44l4i44444#444#t4V i4i44#4tk4iti4444ltltt4t4#!4lit4kiRk4lktit44#t#tiFi4#!!!■tkl4444!!!tt!!tt Address: 11 Elm Hill])k';ytRye Brook, NY 10573 Occupancy/Use: Residential Parcel ID#: /351 Sy — LAO Zone: Owner: Catherine Debari Address: 11 Elm Hill Lane, Rye Brook, NY 10573 P.E./R.A. or Contractor: Benessere Builders Address: 13 Justine Court, Briarcliff Manor, NY 10510 Person in responsible charge: Robert Colangelo Address: 13 Justine Court, Briarcliff Manor, NY 10510 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: Catherine Debari being duly swom,deposes and says that he/she resides at 11 ELm Hill bRj VC (Print Name of Applicant) (No.and Street) in Rye Brook ,in the County of Westchester in the State of NY that (City/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:$ $75,000 for the construction or alteration of: Patio Door& Interior Renovation 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.1-of the Code of the Village of Rye Brook. f Sworn to before me this 1�,[ Sworn to before me this day of S,40 {.r^�e/, 20_3 day of , 20 SignaturLVtseferty Owner Signature of Applicant C ATReXI N&3 amroperty Own Print Name of Applicant Notary Public Notary Public SHARI MELILLO Notary Public,State of New York 8/12/2021 No.01ME6160063 Qualified In Westchester County Commission Expires January 29,202q �QyE BR(�k• O tim cu � 1932 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' ` ` - - � � 3� z PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: OCCUPANCY: ; ❑ Violation Noted THE WORK IS.../El PASSED ❑ FAILED 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 A-FINAL ❑ OTHER QyE BRC�� 1932'��O 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 - - - - - - - - - - - - - - - - - - - - ADDRESS: DATE: ( L02 D PERMIT# �`� ' ISSUED: �ECT: BLOCK: LOT: LOCATION: n �� �� 'T K t e�c OCCUPANCY: ❑ Violation Noted THE WORK IS... ❑ PASSED FAILED / REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING (� ❑ INSULATION ^ �n A \U t �cv)o ^,� r ❑ Natural Gas CCCJJJ��� ❑ L.P. Gas -2 ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING OSS CONNECTION FINAL ❑ OTHER �yE BRC�uk 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: 1 ' `1 y� DATE: PERMIT# 0� ISSUED: ' JECT: S�LOCK: LOTq LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING �>I ��u I ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑J UNDERGROUND PLUMBING NOTES ON INSPECTION: yJ ROUGH PLUMBING / ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER CV O C �.,�� ■ M a p Cl) rA PL4cn 4-4 0-4 ° 3 W a � Uw � I—I � O ,� b U ui aa, ' C O o '2 O o y' o Z Z Lo .. © I� z Z w Q o A �, Mfn W m en co moo 12 00 I� N••i U vi U O o tJ a " � w0 1e v°' � Wu r-+ z w H C) W z d ° a g .P pA � Q 4) BUICETRYE 20:22] MENTvIE "WrVIL OOK 2022 938 Krnc ,NY 10573I-gag- MA� - 7®rr VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: �/ \�ey— 1_ � Approval Date: MAR T rmit# 1 Application# Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: : Date: Zb - BOT Approval Date: Case# Chairman: {Y\�✓ PB Approval Date: Case# Secretary: ZBA Approval Date: Case# Other: //��,1\\ Application Fee' `P& Permit Fees: EXTERIOR BUILDING PERMIT APPLICATION Application dated: 2.27.22 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 change in use,as per detailed statement described below. 1. JobAddress: 11 Elm Hill Dr 2. ParcelID#: 135.50-1-46 Zone: R-12 3. Proposed Improvement(Describe in detail): Renovate existing Kitchen and Dining Room. Replace one existing window with a new French door. 4. Property Owner: Dan and Catherine Debari Address: 11 Elm Hill Dr Phone# Cell# 646-552-7050 e-mail kikistonesCa_gmail.com List All Other Properties Owned in Rye Brook: Applicant: Evan Sakofsky Address: 11 Berkley Ln, Rye Brook, NY Phone# Cell# 516-314-1385 e-mail evan.sakofsky@gmail.com Architect: Evan Sakofsky Architect Address: (same as above) Phone# Cell# e-mail Engineer: Address: Phone# Cell # e-mail General Contractor: Benessere Builders ote Ae/� 00A2/792/0 Address: 1.3_Justine Ct, Briarcliff Manor, NY Phone# Cell# 914-393-0737 e-mail bobbyc100Qhotmai1.com (11 811 212 02 1 5. Occupancy;(I-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: 1-Fam Post-construction: 1-Fam 6. Area of lot: Square feet: 12,847 sf Acres: 7. Dimensions from proposed building or structure to lot lines: front yard: rear yard: right side yard: left side yard:. other: 8. If building is located on a corner lot,which street does it front on: 9. Area of proposed building in square feet: Basement: I"fl: 2"d fl: 3`d fl: 10. Total Square Footage of the proposed new construction: 11. For additions,total square footage added: Basement: I"fl: 2A fl: 3`d fl: 12. Total Square Footage of the proposed renovation to the existing structure: 492 sf 13. N.Y.State Construction Classification: V-B N.Y. State Use Classification: R-3 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 fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type i Hood,etc...) Yes: No: X (if yes, 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 coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: No: X Area; 22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: X (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: X (rf yes,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 (if yes,the area of wetland and the wetland buffer zone must be properly depicted on the survev err site plan) 25. is the lot or any portion thereof located in a Flood Plane as per the FiRM Map dated 9J28107? 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 (if yes,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: X Indicate: TIER 1: TIER Ii: TiER iii: (if yes,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 75�000 !Vote:The estimated cost shall include all site improvements, labor,material,scaffolding,fired equipment,professional fees,including arry material and labor which may be donated gratis. /f the final cost exceeds the estimated cost,an additional fee will be required prior to issuance of the C/O. 30. Estimated date of completion: May 2022 (2) 8/t 2/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING SrREE'r RYE BROOK,NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE Address: 11 Elm Hill Dr Section: 135.50 Block: 1 Lot: 46 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% X 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 30% 5% 3.5% R-21F 5,000 30% 5% 3.5% Existing: Proposed: 1.AREA OF LOT 12,847 Sq. Ft. NO CHANGE Sq. Ft. 2.AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) Sq. Ft. NO CHANGE Sq. Ft. b. Area of 151 Floor Divided By Area of Lot x 100 % NO CHANGE% 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages, Tool Shed, Playhouses) Sq. Ft. N/A Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 %q N/A % 4. AREA OF DECK Sq. Ft. N/A Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 % N/A % Zue to the best of m knowledge and belief, the above information is correct. rchi ect's Synature 1�1 8/12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 11 Elm Hill Dr Section: 135.50 Block: 1 Lot: 46 Zone: R-12 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 16,001 to 20,000 5,560 25 R-12 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 30 *"Base Lot Area"is the minimum end of the lot size range in the"Lot Area"column Area of lot: 12,847 sq.ft. Existing Allowed Proposed Total impervious coverage = S .ft. S . ft. NO WORK S .ft. Front impervious coverage = % % NO WORK % I attest to the best of my knowledge and belief,the above information is correct. Architect's SV ature (4) sn 2/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KIN(;S rRei:r Rvi: BROOM<,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 11 Elm Hill Dr Section: 135.50 Block: 1 Lot: 46 MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area—21,780) x 0.11478421 ]: a. Allowed = Sq. Feet b. Existing = Sq. Feet c. Proposed = NO WORK Sq. Feet HEIGHT/SETBACK RATIOS FOR RESIDENTIAL DISTRICTS DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of the lot line from which it is set back. The ratio modifies the maximum permitted Height of Building by forming an inclined plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer windows not covering more than 10%of the entire roof area, shall be permitted to extend. Height and Setback shall be calculated using the formula; Height!Setback= X, where X is the required side or front yard ratio for the zoning district in which a property is located as specified in Article VIII of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EXISTING PROPOSED REQUIRED FRONT: FRONT: FRONT: .44 RL35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 JF25 SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 JF20 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 R-15 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R-15A SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 R 12 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 It 10 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 RLY SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 A?5 SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 R-2P SIDE: SIDE: SIDE: 4.00 1 atte to the best o y nowledge and belief, the above information is correct. Archite is Sig ure 13i xi i zizciz l BUILD MENT 5 VIL OF RY OOK 938 KING ET RYE BR ,NY 10573 MAR - 2 2022 ID _0 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 YORK,COUNTY OF WESTCHESTER ) as: 3S, j �Q,iN VEgA?_k , residing at, 11 Elm Hill Dr, Rye Brook, NY (Print name) . 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; 11 Elm Hill Dr Rye Brook,NY. 1.101) 1d�lresl 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. x (Signature of Prope q Oh%nol i ><' C 4-7-P nl D F�'-A (Print Nanic of l'ropern Owner(;)) Sworn to before me this I D d y off < f�,. , 20 INouar% Puhho SHARI MELILLO Notary Public. State of New York oo. 0 CO 53 01 islified in westche ter County Commission Expires Janusry 29,20 X (6) 8/I M021 This form must be properly completed ¬arized by the Design Professional of record and the Property Owner. Failure to provide this complete E MED permit application will delay the permitting proce R MAR -- 2 2022 Notice of Utilization of Truss Type, Pre-Engineered q9d;; GE OF RYE BROOK D or Timber Frame Construction. (Title 19 Part 1264& 1265 YS���_ _. _.ING DEPARTMENT To: The Building Inspector of the Village of Rye Brook. From: Evan Sakofsky Subject Property: 11 Elm Hill Dr SBL: 135.50-1-46 Zone: R-12 Please take notice that the subject; X One or Two Family; ❑ Commercial, ❑ New Structure ❑ Addition to an Existing Structure x Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; ❑ Truss Type Construction (TT) X Pre-Engineered Wood Construction(PW) ❑ Timber Construction(TC) in the following location(s); X 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 b fore me this ) � SworntQb!a,fore me this '1A day of e ,20a� day of 1 ter..,, 20 1t Signature o operty Owner 4FAf .; �� Signature of sign Pr ssional C ►4//V•� FZ� = A�GF NEW ;)RK\ �yA►r.) cvmcaiw r [Name of Property ner = NOT,'R%'Pi;6L., �( _ Print ame of Design Profession Al ��� Ouali�ai in.t;IcAea;.a CoCount ��'_ Notary Public �AL �'°�` 026Ae s.sa sIti� ry rw Notary Public SHARI N P State O i, St el ofNewYork (�'�°+ ti t►�`�� r3o. 01?AE-61 COC63 C ilified in Westch�stor County Commission Expires January 29.20_ju� (7) 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 nonrefundable. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Evan Sakofsky ,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 Architect 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. /n� p Ik� Sworn to before me this c U Sworn to before me this day of '�b"( , 20 day of Y - '""r'� , 20 �- Signature of Property Owner Strnature of AppwLnt Print Name of Property Owner Print Name of.Applicant Notary Public Notary Public SHARI MELILLO Notary Public, Stag of New York i`!u. 01 illi_-,1it'r"',3 Ctialified in Westchet,ter County W't i I I//� Commission Expires Janua.ry 29,20� .N`!�`OF F B4&k' f 13TA1't j iuCT' F`06L�C ;, I -<1 Qua6Txxl in: slcher;r County, /N - i 0\ 02BA636i,53 f 0. LLi�iilll O v iff'',�I'illl4t\\\�'k• (8) 8/I 2/2021 a. a f Rr 0-0 i 0 4 r , Ln v. r." .� O z "� .. N O Z > Z C N g ! a v � z O O w r c o °° = o Lin • �i O q; �o A oo C < �I ^ z x W1.4 O r w o A N w i. a� a � � w � Z v, W � cn M ~ � K' w ►� O v� � } z F A �4CISV A U W zc W oo � f ►� V —' w w A � o � zz � W A W N O � � A z w U F N a H 0-4 v v c z o < a d w Ln w v w z a60" " x a ood a ■ ( : 61 .' f f f e a t a 4: t,4e V. a tF- BR0 BUILDING DEPARTMENT DEC - 1 2022 ID VILLAGE OF RYE BROOK _ 938 KING STREET RYE BROOK,NY 10573 VILLAGE OF RYE BROOK (914)939-0668 ' BUILDING DEPARTMENT WWW jUook.org ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required C� FOR OFFICE USE ONLY BP#: C� J EP#: CD Q)— C-) / Approval Date: DEC Z Permit Fee: $ f�� -/ /\\ Approval Signature: Other: Application dated, 4`a c — 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. By signing this document, the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. / / 1.Address: I �� i die-, VL SBL: z35,s o—/ "/7& Zone: 2.Property Owner: 1 k(-Jl��lltl 4C' 6 A P/ Address: SA N1 Phone#: &2 � 7 �Q)— /v50 Cell#: email: " 3.Master Electrician: DAUS10 Qua v Address: zp' > S ST ns �i /�✓`y Lic.#: Zg 2Phone#:911 I-906-6-4:�'/%ell#: email: Company Name: y� �� ��+U L C:L7 /�ddress: OU-3 5VAL ST X US 4.Proposed Electrical Work/Fixture Count: 5 ce�iQ 5.31 Party Electrical Inspection Agency: STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: ,being duly swom,deposes and states that he/she is the applicant above named,and does further (print name of individual sighing as the applicant) state 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.) 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 before me this r before e this � / day of ,20 Signature of Property Owner a of .pplican �/A> ,.� tU�A Print Name of Property Owner Print Name of Applicant Notary Public Notary Public 6/2V2022 STATE WIDE INSPECTION SERVICES, INC., Service With Integrity 0•• • • SWIS JOB APPLICATION0. • Office Use Elect. Permit# ,`,c y__ �� / Date• l + Bldg Permit# Sq Ft �^ v Plumbing Permit# Final Certificate# City/Village ;e,\ ,f� ;s�`�.� j zip;, Y ` ? Building Dept. County Address jfr lry `jf i/ (1 4 Cross Street Section Block Lot Owner Name/Address(If different than above) Contact Number ❑Basement EfIst Fl. ❑2nd Fl. ❑3rd Fl. ❑More Than 3 Fl. ❑Garage ❑Attic ❑Outside ❑Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms C/O Detector Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Luminaires Generator Transfer Switch SERVICE Amperage #Panels 1P 3P # Meters #Disconnect ❑Underground ❑ New ❑ Reconnect ❑ Repair ❑Overhead ❑ Upgrade ❑ Disconnect Utility ID# ❑Con Ed ❑ NYSEG ❑Central Hudson ❑ Orange/Rockland PHOTOVOLTAIC SYSTEM PV Modules Inverters AC Disconnect Junction Box Combiner Box Load Center PV Monitor Energy Storage System DC Disconnect ❑Legalization ❑ Safety Inspection ❑Consultation DEC - 1 2022 I VILLAGE OF RYE BROOK I 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*insinspec(ed.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 terns and conditions as set foWor the application. Email Address L V 1 !��/�d�� > �= Name . �l={.�!iL� i .1,4:�1 4.-, License # 2 I Date 3�'�Z Signatures —` Address f ✓f City/State ' Zip Code , lV v ? Company Phone # yo Cc- L.J � � � ��V � i State Wide Inspection Services 1080 Main Street CA-_> AUG - 1 2023 Fishkill, NY 12524 ��aS 845 202-7224 Phone VILLAGE OF RYE BROOK 914-219-1062 Fax STATE WIDE INSPECTIONS RVICES BUILDING DEP) Email: offlceCa)swisny.com . ARTN1ENT 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: Velardo Electric Inc. Daniel&Catherine Debari Claudio Velardo 11 Elm Hill Drive 203 Barnes Street Rye Brook, NY 10573 Ossining, NY 10562 Located at: 11 Elm Hill Drive, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP22-291 135.50 46 Certificate Number: 2022-8339 Building Permit Number: BP22-041 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: 11 Elm Hill Drive, Rye Brook, NY 10573 The First Floor Kitchen was 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 19th day of December 2022. Name Quantity Rating Circuit Type Range Receptacle 01 50AMP Microwave Circuit 01 20AMP Dishwasher Circuit 01 20AMP Disposal Circuit 01 20AMP Refrigerator Circuit 01 20AMP Hood/Fan 01 Switches 03 Counter Receptacles 07 LV Under Cabinet 6FT f f Officer: Frank 1. 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. f : ' N O N w • Ln Ln oN i In �Vy VJ CA M � - W _ a, xx F to N V OTC en 1�f/ 3 �� ■ o � Ln a�Ln W y W "' z S d ��a-•. z o oN r r--+ Z ..� Ln w w w � �, o A N w � � a z z U A � ? z ON z (30 Hwl i--i Q Al V W x q zz A U N C W A z w V �-4 N d z8 U A W ' x U � � o ° a • '-� V O W z a x GL a •• R EC ENE yE BR nv� 13 BUIL E MENT MAY 1 7 2022 VIL E of�.YE OK 938 KIN T'RYE B ,NY 10573 VILLAGE OF RYE BROOK BUILDING DEPARTMENT or ELECTRICAL PERMIT APPLICATION Westchester County Master ElectriciansLicense Required Q FOR OFFICE USE ONLY EP#: Approval Date: Permit Fee: $ Approval Signature: 1 012 Other: Disapproved: (fees are non-refundable) Application dated, 5 P7 6�Des 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: l l �'Lm ve SBL:/35-60 Zone:)e-1C ' 2.Property Owner: AT) 1 e r! rj f:- De 6A 9 0 Address: j elvt--! Phone#: Cell#: email: 3.Master Electrician: c)C�U V0,4�- ' L/ QAddress: 7 /3/q eA4?S Lic.#: 2 L4 7 P\ho;1e#: Cell#: OZ�?email: U.4%fjfl�Qi✓ ft0 •�6�'J Company Name: iZJ O ��L j iC ]&,L_ Address: 4.Proposed Electrical Work/Fixture Count: �C�,�h/ ST TE OF NEW YORK COUNTY OF WESTCHESTER ) as: O/A U (7 e being duly swom,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) c D I ' /state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the�'le r, � � Cps I1AA )OR 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 before me this Sworn to beforerlie this day of 120 dr o Y ,20 Z�_ Signature of Property Owner St turUi� ppl`icr t -I V WCl"'4 Print Name of Property Owner Print N 7f Applicant Notary Public Notary Public 0Z06Z kmnu'er s9i4x3 uoissi 49� i*LkunoO a91s8401s9M ui pegilenp 99669198910'oN 51joA MON to 91elS'oijgnd ARION ,kuneavHS'f 83HdO1S1 d"3 8/12/2021 Westchester Rockland Electrical Inspection Services, Inc. ``ice Phone: 914-347-3595 •DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue �r � Fax: 914-347-3596 Elmsford, NY 10523 .��� BUILDING PERMIT NO. TEMP N DATE CITY OR VILLAGE, f, ZIP CORE TOWNSHIP My _ STREET ANDrN .OR yfNlff�Al �/ / POLE NUMBER BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION BLOCK LOT OCCUPANT3N��� �� / ,OCCUPANCY , r r. l!/. �4/j OWNER'S NAME AND ADDRESS HOME TELEPHONE NUMBER CURRENT SUPPLIED BY FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO.OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE NO, H.P EACH NO. WATTS EACH INSPECTION OUTSIDE BASEMENT 15'FL. MAY 1 2 2-FL. 3-FL. BUILD14G DE P TMENT REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: 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 AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE IS NO OPEN APPLICATIONS FOR THE ABOVE WITH ANY OTHER INSPECTION COMPANY WREIS, INC.IS NOT LISTING,LABELING,UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER CERTIFIED TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT,OWNER,OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FORTH FOR THE APPLICATION. SIZE OF SERVICE FEEDERS CHARACTER OF WORK NEW❑ ADDITIONAL❑ EXPOSED i 7 CONCEALED i_; MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD[- UNDERGROUND' -] -Lj- I I I I AVOID DELAYS BY GIVING FULL AND.ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED, NAME OF COMPANY� XRev DATE OF APP JOTIO� SIGNATURE OF APPLICANT V 1 /' S -TELEPHONE NO. CRY OR POST OFFICE')) /,j i /uc�l LICENSE NO.WHEN APPLICABLE 2(J 7 ►+r I\J v # w , c� w x a' O M w \ o?f O q A Go Ln a' o W 8 < cn o = pGW w � CA rT n c:G w w n z ~ c� 00 H Z z A W oc U O z � CD Z zM Uz z x � Q O ;� V CN a' °° Own( of a" w z z A z w N It z 0. s ►-r U A U DOH Con z .�:) Ln .7 W v O Y z xCAz d u qC a �z t ` a a a - �$ 3��$�������������11�w N��s��A�� i��11����1�i�ii'�iI� Es��$ !■���������i BUILDING DEPARTMENT EFJI VILLAGE OF RYE BROOK 938 KING`STX• ET RYE BROOK,NY 10573 t MAY 18 2022 9l?#www,i 06 � i f; i,y*qo ..orb; VILLAGE OF RYE BROOK BUILDING_ _ DEP_A RTMENT PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP# d-o y 1 PP#: Approval Date: Permit Fee: $ C�) _)OU Approval Signature: 1 8 2022 Other: Disapproved: (fees are non-refundable) ************************************************************************************************** Application dated, ���' dc�t 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 Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said plumbing workwill be in conformance with all applicable Federal, State,County and Local Codes. 1.Address: I I !mil 1� t�t I I \D(f- SBL: /c36_,50'-J—�� Zone: 2.Proposed Work: 1`Q p c� i x i-c.s n/ A_-A A, R Glv\a 3.Property Owner: ( C�- arc -1Dc`� Address: Phone#: 6 J/&- So)--7 Cell#: email: 4.Master Plumber: I � Address: OU �c �i ►'Nc�.� I4�S c;, Lic.#: 1133 Phone 1#:( iLA CIS-75 Cell#: email: Company Name: 60.5 r y o&p kU.nn�n; IL t Address: 4L9 w� R; �. P`V-4 L WQL k I _j — 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 Ist Floor 2nd Floor Yd Floor 41 Floor 51 Floor Exterior 5.* List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) -1- 8/12/2021 STATE OF NEW YORK,Cmc OF WESTCHESTER ) as: C c . e,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 L'L'24�- IL for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,ag t,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 ,p Sworn to before me this 13 day of "yq ,20 2Z day of 414 y ,20 Signature operty Owner ignature of Alp i nt CATP-&�l Nj,(— tc g AIJ CkU Ck C.,C� lr t& Print Name of Property Owner Print Name of Applicant Notary Public CH T HER J.13RADBURY 1 0 A G— —IA MONTHS Notafy1liublic,State of New York Notary Public-State of New York No.01 BR6159985 NO.01GA6383865 Qualified in Westchester County Qualified in Bronx County Commission Expires January 29,20 My Commission Expires Nov 26,2022 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s)of the subject property, and the applicant of record in the spaces provided. 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- 8/12/2021 BUILDING DEPARTMENT iD VILLAGE OF RYE BROOK RMAY 18 2022 938 Kuvc VE1RYE,BR p ,NY 10573 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 YORK, COUNTY OF WESTCHESTER ) as: 31, QqWq&K 1^/6 d E7Z#9� , residing at, / / EZ/Y) 14/1-/- �)K.. , y� 6 02o o (Print name) (Address where 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; P ILL a 'C, , k y& ,8 A-0 a 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. (Signature of pe wner(s)) (Print Name of Property Owner(s)) Sworn to before me this day of , 20 2 Z (Notary Public) CHRISTOPHER J. RADB Y Notary Public,Stat w York No.01 BR6159985 Clualified in Westchester County Commission Expires January 29,20 11 -3- 8/12/2021 Building Permit Check List&Zoning Analysis Address: ` -` '� t-�- ��i"L- SBL• �S J Zone: - Z Use: Z Const.Type: Other. Submittal Date: Z 22 Revisions Submittal Dates: Applicant: , l Nature of Work �D � ( 'R� �� i 1 ►�°7�«`J 2-- 2���u�'Tr o Reviews:ZBA AR - 3 2022 PB: BOT: Other: hTjp OK t ` ZS, ( ( ) FEES:Filing. 7 S' BP: C/O: Legalization: ( ) (✓) 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: ( ) ( ) SITE PLAN:Topo: Site Protection S/W Mgmt.: Tree Plan: Other. ( ) ( ) SURVEY:Dated Current Archival: Sealed Unacceptable: ( ) (� PLANS.Date Stamped. ✓ Sealed `f Copies: -?— Electronic. ✓ Other. ( (Jj License: %Z 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. (Jl ( ) 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. (�ARB mtg.date: S( l(D ;Z-L- approval;- notes: ( )ZBA mtg.date: approval: notes: ( )PB mtg.date: approval• notes: REQUIRED EXISTING PROPOSED NOTES M rmy2 Ate- Date: Cir : F-r n gg: Front- Front: Sides: Raxr. Main Cov Accs.Cov Ft.H Sb: S .HS Tot,Imp: Fop: Earh-g. HHight/Stories: notes: BUILD ING_ ARTMENT VILLA OF RY ,BROOK jD 938 KING S ET RYE BR601 ,NY 10573 LIAR - 2 2022 �j 4 9 9-06 g�;` . a 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: 11 Elm Hill DR/YE Date of Subm1 Sion: Parcel ID#: 135.050-1-46 Zone: R-12 3/az- 22 Proposed Improvement(Describe in detail): Renovation of existing Kitchen & Dining Room. APPLICANT CHECK LIST: MUST BE COMPLETED BY THE APPLICANT Replace one existing window with a new French door. The following items must be submitted to the Building Department by the applicant- no exceptions. Property Owner: Dan & Catherine Debari 1. (4 Completed Application 2. 0<Two (2) sets of sealed plans. (one full size (maximum Address: 11 Elm Hill Rd allowable plan size=36'x 42",' and one 11'•x 17") 3. �Two (2) copies of the property survey. Phone# 646-552-7050 4 ( ) Two of theproposed sit plan. N(A Applicant appearing before the Board: 5. One electronic/disc copy of the complete application materials. Evan Sakofsky 6. ( Filing Fee. Address: 11 Berkley Ln, Rye Brook, NY 7. (�K) Any supporting documentation. 8. ( ) -able) M(A Phone# 516-314-1385 9. ( Photographs. Arch itect/Engineer: Evan Sakofsky Architect 10.()() Samples of finishes/color chart. (a sample board or Phone# 516-314-1385 model may be presented the night oj'the meeting) 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 ref�,se to hear any application not meeting the requirements contained herein. Sworn to before me this d 6 Sworn to before me this L} ► day of t , 20D,)� day of y , 20 1,1 Signature of roperty Owner ����� t t /�� Signature of App'c nt P nt Name of Property Owner _ ;!GF NEW print ame of Applicant VOT t:> Notary Public �� ?•.� c /vcv - Notary Public SHARI MELILLp Notary Public, StatE cf New York Q,.,alif ed in Vlestch.?<-:er County Commission Expires Janua.nr 29,204rual si 12/2021 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK, NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, March 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: https://us02web.zoom.us/i/81417970741 OR BY OPENING ZOOM AND ENTERING THE MEETING ID: 81417970741 NAME & LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 32 Lincoln Ave Amendment - Change Consent 5563 (Samad) Driveway Configuration Agenda 64 Windsor Road Replace Existing Window Consent 5674 (Metz) & Door Openings with Agenda New Doors in Rear. I 1 Lawridge Drive New Skylight, (Interior Consent 5675 (Goldstein) Renovations) Agenda 15 Red Roof Drive 4 Ft Black Aluminum 5676 (Gotlieb) Fence In Rear Yard (Legalization) 65 Rock Ridge Amendment To Prior Consent 5677 Drive (Ayala) Approval Agenda 11 Elm Hill Drive New Patio Door in Place Consent 5682 (Debari) Of Window Agenda 275 S. Ridge Street New Roof Mounted Sign 5678 (Washington Park "American Prime" Plaza 14 Lawridge Drive Exterior Renovations and 5679 (Mendelsohn) Alterations C Front Facade. 818 King Street Driveway Expansion, 5680 (Carabal-Mendes) Concrete Walk, & Stone Retaining Wall ML NM MR SE JM v// SF AC ✓ , MI KC VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK, NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, March 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: https://us02web.zoom.us/i/81417970741 NAME & LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 23 Sleepy Hollow Demolish Sunroom: Install 5681 Rd (Kaplan) Gravel Patio, Steps, Railing & Door 67 Winding Wood 2nd Story Addition, & 5682 Road (Schneider) Front Portico Roof 6 Whippoorwill Amendments To Prior 5683 Road (Adelson) Approval ML NM MR SE JM SF AC MI KC Laura Petersen From: Laura Petersen Sent: Friday, March 25, 2022 4:11 PM To: kikistones@gmail.com; Robert Colangelo Subject: Building Permit Application - 11 Elm Hill Drive 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 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. Building permit fee $1,125.00 (due once permit is issued and ready for pick-up) 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 IgetersenOrvebrook.org 1 Laura Petersen From: Robert Colangelo <bobbyc100@hotmail.com> Sent: Monday, March 28, 2022 10:11 AM To: Laura Petersen; kikistones@gmail.com Subject: Re: Building Permit Application - 11 Elm Hill Drive Attachments: Workers Compensation Insurance -Village of Rye Brook.pdf; liability Insurance Village of Rye Brook.pdf; Disability Insurance Rye Brook.pdf; Benessere Builders Westchester County Home Improvement License.pdf Good morning Kiki & Laura, Laura see attached insurance certificates & license. My information is below. Please let me know if there is anything else you need. Robert Colangelo Benessere Builders, LLC 13 Justine Court Briarcliff Manor, NY 10510 #914-393-0737 thank you Bobby From: Laura Petersen <LPetersen@ryebrook.org> Sent: Friday, March 25, 2022 4:11 PM To: kikistones@gmail.com<kikistones@gmail.com>; Robert Colangelo<bobbyc100@hotmail.com> Subject: Building Permit Application- 11 Elm Hill Drive 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 Copy of general contractor's valid Westchester County Home Improvement License. V� 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. Building permit fee $1,125.00 (due once permit is issued and ready for pick-up) Thank you Laura Laura Petersen Office Assistant Village of Rye Brook 938 King Street 1 T.�'• 10. ' i\'A t%1�Ay tl�`/�• 1Aa! - AAw tP _W1�riN:s 11�1/111, 11//11�{III .. 11,11/l r)1' l/ljl•• 11111�11111. r�`-1111111111,�J�IyS= � Il/�l/l+lll "a'-0�•nhn�'i' 6'.11�11 P+" =8v• :Il1 <� 1N 11�'i .N�11_ IH111.:t �iiur <40 nV ti • C 'G;�;'• t c y y CO O � , \\ a¢ U o Q a i •o- � a+ C 4. A• i. a 7 COOCIO 7 e O U c 1; O \a \ �, (n a W z o ° z o,�ectIon ., O LLB D U �ec Qt w Q L rA V r m Z_ r✓ WLL ai fl t� r �. LL 4•0 ¢, M V N O wee aQ O w0-4 o '_ Q LUco a O a d �I i yq 4�-1 F t .. CG _= C • CL •16, � �Is T • )> m C�w N M 2 • di •'n O C Ce)cu Fj "r 0 i IROi . . rs,:i:• a>.T?' 1 'a= )> yiwrsL-a�i7,+ 11�111 e. _ 111�N, e _ 'lll�lll i�i .` 11j�111 j 1110111 tt _ y i'lll�li t`,g s -1�1)161�111 3"� l"�11/111�111 �ys egg 'd 11j1/11114 g '{1/11�1111ilY'. 111 1/11'111 ) I IIt1111111 ,�' +S ^ ♦1� if^7�'1 .0 r ..7^LE •♦ d^1�� it• d ...! .. .aAi .. .,A ♦� 8A G :;/ ( . �. ray � � o�, :�o �o �., : �.°�� ��° - � �° .--, _� !••: ACCORD OZ/0909® CERTIFICATE OF LIABILITY INSURANCE DATE //2022 Y) 022 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 CONTACT Robert Mazzarella NAME: American Risk Advisors Inc. aoNN Ext (516)388-5600 Fa,No: (718)241-8520 510 Broadhollow,Rd E-MAIL rmazzarella@useara.com ADDRESS: Suite 301 INSURER(S)AFFORDING COVERAGE NAIC# Melville NY 11747 INSURERA: Ohio Security Insurance Company 24082 INSURED INSURER 8 Benessere Builders LLC INSURER C: 13 Justine Court INSURER D: INSURER E: Briar Cliff Manor NY 10510 INSURER F: COVERAGES CERTIFICATE NUMBER: CL2171414671 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 CONTRACTOR 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 POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR PREMISES Ea occurrence $ 300,000 MED EXP(Any one person) $ 15,000 A BLS(22)63882405 09/23/2021 09/23/2022 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE $ 2,000,000 POLICY PRO ❑ 2,000,000 JECT LOC PRODUCTS-COMP/OP AGG 8 OTHER. $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 1,000,000 A EXCESS LIAB CLAIMS-MADE USO(22)63882405 09/23/2021 09/23/2022 AGGREGATE $ 1,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE N/A E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Village of Rye Brook are hereby granted additional insured status where required by written and executed contract,agreement,or permit. 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 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 110p--11;hk1\ NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE a a ^^^^^^ 813014974 � PAYCHEX INSURANCE AGENCY INC ATTN P&C DEPARTMENT ' 150 SAWGRASS DR SUITE 100 ' ROCHESTER NY 14620 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER BENESSERE BUILDERS LLC VILLAGE OF RYEBROOK 13 JUSTINE COURT 938 KING STREET BRIARCLIFF MANOR NY 10510 RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W2518 824-4 449365 07/15/2021 TO 07/15/2022 2/14/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2518 824-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COMIC ERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY AFFORDS COVERAGE TO THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. ROBERT COLANGELO OWNER/MEMBER LLC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SU NCE FUND T �V DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:251701919 U-26.3 LSVO90 'oN OSUOO11 HIV u8zm8U 'SddNMO 1Ndncgssns d0 SNOlini11SN1 �VNOI1140V 01 178Vd3ASN7di ION �dV SNO1iV3Id1id3D'NO1iniiisN1 JNIQN�7 �Hi A0 SDINOISSV ]Hi 01 GNV 'NO]d]H GliSll NOI niuSN1 JNIONI� CNV ,QN19d TV1N1WNd1AO9 -J NVdWOD D�Il j ]Hi 01 ATIH38 SIN NO (INV 0�dVJ�Hd SI A. ANns �]H1 WOHM HOd NOSd�d �H1 01 Al NO Nnl j 7VHS NO�dgH OdiV01aNl SNOI1ndlld�:) '�,d0o �ndl 0I1VA V d8 01 OdddaISNOD �8 ION 7VHS �V�S a�SS08W� d0 -iV�S Od�Nj S,dO,l1A6(ls dNV� ]Hi WdVIB ION J,]Adls SIHl d0 SlIdOo 'MVO IVNOIinna] IiViS NdOX MIN ]Hi d0 '60ZL NOliDDS d0 NOUVI01A V SI k]-Adns SIHi 01 NOI1100V d0 NOUVddl�V aDnoi4in7Nn -iN3wl�JeaK ONiain� -� >100ae 3A�J Jo 39dI1in N ZZOZ Z - �dV� w wo3•aoRanjnspuejAu'MMM Z6Z£-0£6-6£9 :xeJ wo3•jiew6@)aoAananspuejl(u 5L56-Z£L-ZLZ :Ia10099-L65-86L Ial 99£ll AN'snnopeaw ysaaj'109a1s tigL 5L-LL g ' d ' S `'tTdA-o � ' g /1.,''a3 404' p-,+-oaa 2 -�-d aoAananS P""'I AN 9ti :101 Xel l :13019 Xel oq.qcL :u01138s xel ae4s9gojs9M jo Ajunoo eniaa 111H Lu13 L L iV 031vniis .kid3dOdd •Aenans siLtj u-o u-Mo4-s so A4jedoad 941 u-i sesinoo j9jDtA 1oanjou- -jo st,Lrt)eals 9jgjS1n oar eao eae4+ 4041 APPeo o1 si siyli • � SHION gvgaNao AINa AenanS louij L LOZ I[ l i9gojo0 :AenanS jo e1-na 610Z `L aegolo0 :pe+opdn AenanS 5Z51 I 'ON d VPY S d 9961 9 Z -7NnP 0.7 7/d « �7O0/d 3N& 33&1-11 NOl1,9.7S� 0-7 71 /1 N-7 d b'6N NO « 7 7/0« S b' N114ON�f ZZIH W7� S33211 J0 M08 Z L' 9 Fv Lo s«o; •0N ddw No 9961 `�� ,4iYd1?cYe3-J a371-Y 77/H W 73 OMl N0/1 03S« 371/11Y3 d Vn NO ]Nil J.12l3d02ld 301\13A QOOM — 3:DN3J 0�— N004 atf1l30 40 MOdNIM Ad8 M8 3 ..05,OEoS8 S 70 00 r r 691 _ u 1 31YOS get ju $91 40 Evan Sa kofsky ARCHITECT EB R1 KITCHEN 11 Berkley Lane Rye Brook•New York 11 ELM HILL DRIVE • RYE BROOK , NEW YORK 10573 PERNI1Txj6/9 - `�- �q 516.314.1385 MAR- 4LIZZ SBL# 90 40010 DATE APP E BUILDING INS CTO eggageof Rye Brook.NY Y °C TNfS BUILDING MUST rEPOmillSTED WITH A PERMANENT CONSTRUCTION C� O TYPE IDENTIFICATION SIGN; W z > V uj - 3:F W cr W PRIOR TO THE ISSUANCE OFA C/O, z AS REQUIRED BY NY STATE LAIN, y W J Y GENERAL NOTES CONSTRUCTION&ENERGY CODE NOTES: PLOT PLAN DRAWING INDEX O 1 ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE CONSTRUCTION TYPE: V-B PROJECT ADDRESS: 11 ELM HILL DRIVE,RYE BROOK NY 10573 PREVENTION AND BUILDING CODE INCLUDING THE 2020 RESIDENTIAL CODE OF NEW YORK STATE(2020 RCNYS),THE 2020 ENERGY OCCUPANCY CLASS: R-3(ONE-FAMILY RESIDENCE) SECTION/BLOCK/LOT: 135.050-01-46 W CONSERVATION CODE OF NEW YORK STATE(ECCNYS),THE 2020 J PLUMBING CODE OF NEW YORK STATE(2020 PCNYS),THE 2017 NATIONAL I w ° ELECTRIC CODE(NFPA 70-2017),LOCAL HEALTH DEPARTMENT 1. THIS PROJECT IS BEING FILED UNDER THE 2015 NEW YORK STATE ! a W °C W REGULATIONS AND ALL OTHER APPLICABLE REGULATIONS BY CONSTRUCTION CODES ; ..............'" :"' "' _ O AUTHORITIES HAVING JURISDICTION 2. THE DESIGN OF THIS PROJECT,TO THE BEST OF THE ARCHITECTS A SHOULD THERE BE ANY INFORMATION SUPPLIED ON OR OMITTED FROM KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT,IS IN j THE DRAWINGS OR IN THE SPECIFICATIONS THAT INADVERTENTLY DOES COMPLIANCE WITH THE REQUIREMENTS OF THE 2015 ENERGY a T NOT COMPLY WITH CODE,THE CONTRACTOR SHALL BRING THE MATTER CONSERVATION CODE OF THE STATE OF NEW YORK #' TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND RESOLVE IT 3. THE PROJECT SHALL COMPLY WITH THE 2015 ENERGY CONSERVATION '� ; ' c BEFORE ANY CONSTRUCTION AFFECTING THIS MATTER BEGINS CONSTRUCTION CODE PER SECTION 402 1,THE PRESCRIPTIVE METHOD C4 B SHOULD THE CONTRACTOR KNOWINGLY CONSTRUCT ANYTHING IN OF COMPLIANCE AS NOTED BELOW "" 4� NUMBER SHEET NAME & NON-COMPLIANCE WITH ANY CODE WITHOUT CONSULTING BEFORE n- o HAND.THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR MANDATORY PROVISIONS As CORRECTING THE CONSTRUCTION TO COMPLY WITH ALL LOCAL AND THE PROJECT SHALL COMPLY WITH THE MANDATORY PROVISIONS OF THE :+ M n . T-1 TITLE SHEET&NOTES X STATE CODES AND AT NO ADDITIONAL COST TO THE OWNER,EVEN IF FOLLOWING SECTIONS €' THE DRAWINGS OR SPECIFICATIONS CAN BE SHOWN TO CALL OUT G-1 SPECIFICATIONS X SEAL: NON-COMPLYING SITUATIONS 4013 A CERTIFICATE WILL BE PROVIDED ON THE ELECTRICAL PANEL AS �.. _• 2 SHOULD UNFORESEEN CONDITIONS OR OTHER CAUSES NECESSITATE REQUIRED r G 2 STRUCTURAL NOTES X CONSTRUCTION DETAILS NOT IN ACCORDANCE WITH THESE PLANS,THE 402.1.1 VAPOR RETARDER PROVIDED THROUGH THE USE OF CLOSED •' CONTRACTOR SHALL NOTIFY THE ARCHITECT AND SUBMIT HIS DETAILS CELL SPF INSULATION ON RAFTERS AND LOW-PERM PRIMER ON -..', _ A-1 PLANS X SHOWING THE PROPOSED METHODS TO ACCOMPLISH THE REQUIRED WALLS 40 4 47 RESULTS PATCH,REPAIR AND FINISH OF ALL DISTURBED AREAS. 402.1.2 INSULATION AND FENESTRATION SHALL BE PER THE TABLE 3 ALL ELECTRICAL.PLUMBING AND H.V.A.0 WORK SHALL BE DONE OR BELOW •� DIRECTLY SUPERVISED BY SUBCONTRACTORS LICENSED TO WORK IN THE 402.4 AIR-LEAKAGE SHALL BE LIMITED PER SECTIONS R402.4.1 STATE THROUGH R402 4 5 ' 4 DIMENSIONS SHOWN ARE FROM STUD TO STUD,EXCEPT WHEN MEASURING 40241 1 THE BUILDING THERMAL ENVELOPE IN THE AREA OF THE FROM EXISTING WALLS IN WHICH CASE DIMENSIONS START FROM FINISHED WORK SHALL BE DURABLY SEALED TO LIMIT INFILTRATION GYPSUM BOARD OR SHEATHING PER TABLE 402.4.1.1. 5 VERIFY ALL DIMENSIONS IN THE FIELD DISCREPANCIES BETWEEN ACTUAL 4024.3 FENESTRATION SHALL MEET AIR LEAKAGE REQUIREMENTS. _ •e •• �" `' CONDITIONS AND DRAWINGS AND/OR SPECIFICATIONS SHALL BE REPORTED 402A.5 RECESSED LIGHTING SHALL MEET THE REQUIREMENTS. TO THE ARCHITECT IN WRITING FOR CLARIFICATION.WORK SHALL NOT 4031 CONTROLS.AT LEAST ONE THERMOSTAT SHALL BE PROVIDED ; HisHM PROCEED UNTIL SUCH CLARIFICATION HAS BEEN RECEIVED FOR EACH SEPARATE HEATING AND COOLING SYSTEM. D 6 INSPECT THE PREMISES AND VIEW THE EXISTING CONDITIONS TO VERIFY 40332 DUCTS SHALL BE SEALED. s - ' , ;' u AIQ ISSUED FOR: ALL CONDITIONS.SIZES AND QUANTITIES PLANS ARE FURNISHED TO 40333 DUCTS SHALL BE TESTED PER THIS SECTION. - .� C INDICATE THE SCOPE OF THE INTENDED CONTRACT WORK EXISTING 40335 BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR PERMIT CONDITIONS WHICH MIGHT PRECLUDE OR INTERFERE WITH THE PROPOSED PLENUMS. ���'� SA WORK AS DRAWN OR SPECIFIED SHALL BE BROUGHT TO THE ATTENTION OF 403A MECHANICAL SYSTEM PIPING CARRYING FLUIDS ABOVE 105°F OR ........ THE ARCHITECT AND OWNER FOR RESOLVING RELOCATIONS MUST BE BELOW 55°F SHALL BE INSULATED TO A MINUMUM OF R-3. P � ,n ISSUED DATE: .. >......� V- CHECKED TO VERIFY THEIR FEASIBILITY IN ACCORDANCE WITH THE NEW 4036 OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC a P' �1 REQUIREMENTS GRAVITY DAMPERS �� � 2.21.22 7 WRITTEN DIMENSIONS ON THE DRAWINGS SHALL HAVE PRECEDENCE OVER 4037 NEW OR REPLACEMENT HEATING AND COOLING EQUIPMENT SCALED DIMENSIONS VERIFY ALL DIMENSIONS AND CONDITIONS SHALL MEET MINIMUM EFFICIENCY REQUIREMENTS. - INDICATED ON THESE DRAWINGS 404.1 AT LEAST 90%OF PERMANENTLY INSTALLED LAMPS OR FIXTURES 'NOT TO SCALE REVISION DATE: REVISION NO.: 8 ADEQUATELY BRACE AND PROTECT ALL WORK DURING CONSTRUCTION SHALL BE HIGH-EFFICACY j AGAINST DAMAGE,BREAKAGE.COLLAPSE,DISTORTIONS AND MIS-ALIGNMENT ACCORDING TO APPLICABLE CODES,STANDARDS AND 4 GOOD PRACTICE. M.E.P. DESIGN/BUILD NOTES (P 9 MANDATORY INSPECTIONS MANDATORY INSPECTIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. 1• THE FOLLOWING ITEMS SHALL BE COMPLETED BY THE CONTRACTOR AS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 03 7 SO ' VISIT THE PROJECT SITE TO INSPECT THE SCOPE OF THE WORK IN 2015iRC TAB.E Ra01 21. RELATION TO THE EXISTING CONDITIONS DESIGN/BUILD ITEMS.THE CONTRACTOR SHALL SPECIFY,SIZE,AND LAYOUT NECESSARY EQUIPMENT AND FIXTURES AS REQUIRED FORA GROUND FLOOD WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN <1 OF N ESN TITLE SHEET& 10 VENTILATION.PROVIDE VENTILATION IN CONFORMANCE WITH THE STATE COMPLETE SYSTEM SUBJECT TO APPROVAL OF THE OWNER SNOW LOAD SPEED DESIGN FROST LINE DESIGN UNDERLAYMENT FREEZING ANNUAL WEATHERING DEPTH TERMITE HAZARDS BUILDING CODE (MPH) CATEGORY TEMP REQUIRED INDEX TEMP 11 SMOKE DETECTORS SHALL BE MOUNTED AND PLACED IN ACCORDANCE A.HVAC SYSTEMS SYSTEMS SHALL BE EXPANDED OR MODIFIED AS 20 PSF 115 MPH C SEVERE 42' MOD TO HVY 7 F YES LOCAL <1500 50 F GENERAL NOTES WITH NFPA 72,STANDARD FOR INSTALLATION AND MAINTENANCE AND USE REQUIRED TO ACCOMMODATE NEW LAYOUT OF HOUSEHOLD FIRE WARNING EQUIPMENT AND IN ACCORDANCE WITH B.ELECTRICAL SYSTEMS REFER TO ELECTRICAL PLANS FOR GENERAL STATE BUILDING AND FIRE CODES LAYOUT OF FIXTURES AND SWITCHING PROVIDE OUTLETS PER CODE 12 ALL PLUMBING WORK SHALL CONFORM TO THE STATE PLUMBING CODE, C.PLUMBING SYSTEMS REFER TO FLOOR PLANS FOR GENERAL LOCATION ALL ELECTRICAL WORK SHALL CONFORM TO NATIONAL ELECTRICAL CODE, OF PLUMBING FIXTURES I D E AND ALL HEATING AND VENTILATING WORK SHALL COMPLY WITH AMERICAN SOCIETY OF HEATING.REFRIGERATING AND AIR-CONDITIONING ENGINEERS CLIMATE FENESTRATION SKYLIGHT GLAZING CEILING WOOD FRAME MASS WALL FLOOR BASEMENT SLAB R-VALUE PA (ASHRAE)STANDARDS. ZONE U-FACTOR U-FACTOR SHGC R-VALUE R-VALUE R-VALUE R-VALUE WALL R-VALUE WALL ALL R-R-VALIJUE 13 PROVIDE CARBON MONOXIDE DETECTORS WITHIN 15'OF SLEEPING AREAS MAR _ 2 2022 • AND ADJACENT TO THE GARAGE REOUIRED 4A 035 055 040 49 20 OR 13+5 8/13 19 10/13 10/2 FT 10/13 Ri 14 THE TERM PROVIDE'MEANS TO FURNISH"AND-INSTALL". 15 THE TERM FURNISH"MEANS TO SLIPPY REQUIRED COMPONENTS AND PROVIDED 4A 035 N/A 040 N/A N,A N/A N/A N/A N/A N/A DELIVER TO PROJECT SITE 16 THE TERM-INSTALL"MEANS TO INSTALL ALL REQUIRED ITEMS. VILLAGE OF RYE BROOK BUILDING DEPARTMENT 01 OF 04 all sections or materials pertain to this project.In the case of required demolition of existing pavement no longer needed for access of Footings-Center all footings on wails piers.or columns above uniess Fabrication and erection of structural steel shall conform to the American centers Lay courses parallel with eaves Do not stretch courses manufacturer's recommendations building install I 5"supply water firies Use 112-.3/4-minimum lines from conflict between the specification on this page and parking abandoned utilities and structures which interfere with the otherwise noted All footings shall rest on undisturbed virgin soil with 04 050-Basic Masonry Materials and Methods Institute of Steel Construction."Manual of Steel Construction Load and supply lines to each plumbing fixture as required At water heaters and specifications found elsewhere in this drawing set,th proposed construction When required install chain link fencing around minimum soil bearing allowable of 20DO psf.tested for 95 percent Masonry Mortaring-Mortar shall be Type-M or-S"in accordance with Resistance Factor Design' 07 200-Thermal Protection Unfinished:Acclimate flooring to conditioned space a minimum of seven hose bbs,install a minimum 3/4-pipe From water heater install 314-1 specifications shown-on the drawings shall take precedence thearea oldemolitionwork Protect an adjacent areas not to be compaction.or 3/4-stone compacted in 12-lifts to 95 percent density d fill ASTM C270 25W psi Grout shall be in accordance with ASTM C270 pipe to each room with branches to fixtures as described above Fittings A R C H I T E C T demolished Remove all debris from job site before construction begins is required Footings at budding perimeter shall be a minimum of 42-below Type M.2500 psi concrete using pea gravel for coarse aggregate with a Steel deck units and accessories shall be fabricated from steel sheet Provide insulabon per the drawings All plumbing chases in interior a walls days prior to installation Wood flooring shall be tongue and groove shall be msulated with Roxul Safe'llSound insulation for sound construction.318-theck x 2 114-wide.random lengths with true square edge shall be wrought copper.soldered with 95-5 solder and suitable flux Use The frollowin_specifications are made in general form and not Demolition-Provide all tabor.materials and equipment to perform the 03 300-Cast-In-Place Concrete Division 04 000-Masonry 05 100-Structural Metal Framing valley metal Fasten all edges with large headed galvanized nails on 6' fastened with appropriate nails.staples or glue Check specific; (minimum)copper pipes located below frost line From the meter to the Evan Sakofsky Division 00 000 Procurement and Contracting Requirements Remediation (fetinforcing steel)continuous through footers unless otherwise noted slump Mortar joints shag be 318-thick.finished to produce a oorcave attenuation for a flat smooth surface unless noted otherwise Use 2"barbed fasteners of approved staples for installing plank or strip flooring Afteramervirriveren exposed locations Pex tubing shall be allowed 00 250-Supplementary Instructions to Bidders Contractor to abate any hazardous material or substance before beginning Provide 85 rebar(reinforcing steel)corner bars at all corners and flush.beaded taked form Mortar or grout not used within 2 112 hours Provide an structural steel and miscellaneous metal work including fintels of 48 hours.sand and finish.using a stain coat and a minimum three coats construction Contractor shall contract with a property licensed and intersections of footings.beams and walls Each side should overlap 2..T.after mixing shall not be used in masonry work In hot weather add water fIrtch plates.and all support members.complete with required bracing 07 300-Shingles.Roof Tiles and Roof Coverage of polyurethane Provide shut-off valves at sinks.toilets.water heater and other fixtures as SfIevisitation prior to submitting a bid price for the work.the contractor qualified hazardous matenal contractor with a 90 degree bend Footings shall bear on undisturbed soil and kept as needed to supplement evaporation losses In cold weather.when air welds.washers.nuts.shems.anchor bofts base plates bearing plates Asphalt Shingles Provide CompositelAsphaft shingles per 1 1 Berkley Lane shall visit the site and verity a[:conditions in the contract documents and free from groundwater Underneath Wd-bearing wags and interior or temperatures range between 32 degrees and 40 degrees Fahrenheit heat manufacturers recommendations over underlayment as specified on required Test all pipes under 100 lbs pressure per budding code inform the architect of any discrepancy prior to execution of the work exterior column footings,thicken stabs within a I'radius to 121hick mixing water or aggregate to between 70 degrees and 160 degrees All steel details and connections shall be in accordance with the drawings 09 7000-Wall Finishes requirements Rye Brook-New York 02 300-Earthwork Fahrenheit maximum When air temperature is below 32 degrees requirements of the latest AISC specifications and latest revisions Walls shall be clean and free of defects such as cracks of unfinished joints 10573 OOSOO-Certificates Shoring and Underpinning-Existing footings.foundations pile caps. Slab Foundations-Concrete floor slabs(other than garage or exterior Fahrenheit heat both the missing water and aggregate to between 70 Provide all required anchor botts bearing plates and metal bes required by Slate Shingles Ali slate shall be hard dense sound rock machine prior to installation of wall finishes It mildew is evident.mildew must be Waste Drainage-Install sewage clean-out at the end of each horizontal grade beams.retaining walls or pavement which may be affected by degrees and 160 degrees Fahrenheit maximum Mortar colors to be standard practice and as noted below removed and surface properly treated to inhibit further mildew growth drainage run and every 100 feet per burlding code requirements Vents All bonding and insurance requirements shall be coordinated with the slabs)shall be constructed of 3000 psi concrete.garage slabs and exterior selected by the Architect punched for two nails each All exposed corners shall be practecallyfull Owner prior to beginning construction Contractor shall additionally insure excavation operations shall be shored or underpinned adequately or slabs shall be constructed of 3500 psi concrete.4"thick reinforced with 1 0 All structural metal for beams shall be in accordance with ASTM A992-50 No broken comers on covered ends which sacrifice nailing strength or the shall be installed throughout plumlieng connections and connected with the 516-314-1385 nc -wire mesh conbnuous and rebar(reinforcing steel) -Painting and Coating officials for specific venting requirements the Architect and its consultants Provide Architect with ACORD tnsura e otherwise protected against settlement and shall be protected against gauge 6 x 6"welded All structural steel for steel colurms shag comply with ASTM specification laying of watertight roof will be allowed No broken or cracked state will be 09900 vertical stacks and vented through the roof Check with local building code certificate prior to start of constriction lateral movement Provide necessary materials to hold back earth at aspe(plans Place slabs over well-compacted granular fig compacted in Masonry Anchorage and Retnforcing A-53GradeBorA-500 Structural steel columns shall be per drawings used Prepare each surface to receive scheduled work as set forth below excavations and as required to preverd cave-ins and earth sloughs 12 inch lifts to 95 percent density per AASHTO T-180 Proctor.and a 15 met Brick Ties-Install galvanized steel were type brick ties The beck veneer bid at a minimum 3"minimum inside dtarmter.unless noted otherwise Water Heater-Provide on a design-budd basis Water heater(s)shall --- vaporbamerUNO Construction or control joints shall be provided in must be securely attached to the existing construction Provide one tie for All steel plates shall be in conformance with ASTM A36 WoodShingles Install all shingles per the Cedar Shake and Shingle Extenor Painting-All nail heads shall be set below the surface and have appropinate safety valves.back flow preventers.pressure relief Division 01 000.General Requirements Excavation Support and Protection-Install excavation support systems slabs on grade so that the maximum area between joints shall be 400 sq each 2 2/3sqft ofwall area The maximum spacing of ties.either Tubular Steel shall be in conformance with ASTM A500 Grade B Bureau recommendations finished smooth if mildew is evident the mildew must be removed and 01 100-Additional General Requirements for safety preservation of exersting improvements Design criteria of ft and the length of that area is not more than twice the width Provide horizontally or vertically should not exceed 24 riches This be spacing Steel pipe shag be in conformance with ASTM A-53.Grade B surface treated to inhibit further mildew growth Exterior walls shall valves and drain assemblies Follow manufacturer re support systems shall consider all loads in a manner which%-Ali allow the smooth steel trowel finish for all interior slab areas and garage surfaces applies above and below grade Steel angles and channels shall be in conformance with ASTM A36 Tile Roofing All tile shingle assemblies shall be complete with all receive a primer coat and two coats of flat or semi-gloss paint Pre-pnme In addition to the General Conditions the following conditions shall apply safe and expeditious construction of permanent structures without Provide broom finish texture for an exterior slabs unless recerving finished Cast Iron shag be in conformance with ASTM A-48.Class 30.unless required cover.pan.ridge.Np tile.closure tile and accessories Installas the backside.edges and ends of lumber and siding prior to construction movement or settlement of the ground Shoring.Including sheet piling. stone or other surface Slope exterior patio or porch slabs away from Tie Fasteners-Wood Frame-Install corrosion resistant nails to anach 15 900-Heating.Ventilating,and Air Conditioning(HVAC) shall be furnished and installed as necessary to protect workers,banks. building at 1,8'of drop in elevation for every V-0-in distance Atgarage the corrugated metal bes to wood frame construction The nails should coat Sand and putty wood surface smooth before finish is applied The contractor shall furnish all labor.materials.tools equipment. otherwise noted specified by tile manufacturer No broken or cracked life shall be used When staining.pere-prime with the same product as specified for the final appliances transportation.hauling.etc To complete in a workmanlike adjacent paving.structures and utilities Shoring.bracing and sheeting slab.provide positive drainage and taper lip at garage/overhead door penetrate at least 1 114-into the wood studs Welding Electrodes shall be as permitted by AWS Code DI 0 Surfaces shall be sanded before each finish layer is applied Install control systems Zone rooms as appropriate The location of manner everVthing shown,called for or reasonably implied in the plans or shall be removed as excavations are backfilled.in a manner to prevent Exterior stabs and garage slabs shall be air-entrained between 5%and 7% All bolts shag be in conformance with ASTM A325 and A490 07 400-Roofing and Siding Panels controls shall be coordinated to avoid conflects with furnishings or uses for in these specifications caving total air content Metal-Corrosion resistant.self tapping metal screws should be used to All anchor rods shall be in conformance with ASTM F 1554 Grade 36 Metal Roof-Iristall 50 year warranty raised rib or standing seam metal Paint/Stain-Prime wood surfaces including faces edges and ends before the rooms in which controls are located roof system with concealed fasteners as shown on construction Contractor shall review construction documents and provide tabor and attach metal were bes to metal construction Screws should penetrate at documents Install a layer of fire-retardant paper between roof structure installation After installation.apply at least one Coat of wood primer and Central HVAC Equipment-HVAC shall be a fully operational engineered materials pertaining to Carpentry work as requlered in said documents and Excavation-Excavate as required for all construction.utilities.paving and Poured Concrete Basement Walls-Poured wails shall be constructed of least 112 inch into the metal structure and metal two coats of finish paint as specified herein while complying with all applicable budding codes equipriniant as indicated or as necessary Excavation shall be performed 3000 psi concrete with rebar as shown on drawings If no rebar Is shown. 05 500-Metal Fabrications system designed to meet local weather condrbons and budding so that the area of the site and the area immediately surrounding the site then at a minimum.provide#5 rebar(reinforcing steel)at 12-x 12-on requirements All permits and Inspections shall beolitaireed by contractor Guarantee all workmanship and matereals shall be guaranteed for a and affecting operations at the site will be continually and effectively center(OC)placed in a vertical gnd Patch all voids and depressions Concrete or Masonry-Install ties wrth lag bolls and expansion shield or Install metal detailing as specified on construction documents Install metal Wood Siding-Install horizontal or vertical wood siding as specified in Interior Painting-Interior paint shall be Benjamin Moore Natura No-VOC as required by applicable building codes minimum period of one year after acceptance by owner.unless otherwise drained Water shall not be permitted to accumulate in the excavation exceeding 3/8inch in any direction Provide appropriate waterproofing masonry nails The fasteners and anchors should be corrosion resistant gates.grilles.iron work.etc to meet an applicable budding codes with construction documents Siding shall be kiin-dried.straight grain and paint U N 0 All nail heads shall be set below the surface and finished indicated The excavation shall be drained by pumping or other satisfactory methods system around the exterior perimeter and install drainage as specified by When installing a c-,ritinuous steel angle ri should conform to ASTM A36 appropriate detailing and patterns as shown in construction documents sealed at all ends When installing siding horizontally.points should be smooth Joints should betaped and covered with a suitable drywall joint Air-conditioning Unit to prevent softening of the foundation bottom,undercutting of footing.or manufacturers recommendations aid be treated t.L resist corrosion Steel angles for lintels should be a Metal shall be shop butt.welded together cleaned thoroughly and painted blocked and butt joints caulked or concealed with batten strips compound Sand the spackled nail heads and joint compound smooth and HVAC und(s)shall total be minimum 13 SEER The system will Contain a minimum 1 4 th,ck with at least 3 inch legs with two coats of an anti-rust primer After Installation.apply an additional dust well before priming Interior walls shall receive a primer coat and two Damages for the duration of the construction period,the contractor shall other actions detrimental to proper construction procedures coat and anti-rust primer in preparation for finish coats concrete pad for the condenser.power disconnects.condensate drains. assume full responsibility for all damages caused by his workers or coats of flat or semi-gloss paint Surfaces shall be sanded before each subcontractors*workers The contractor shall repair andiror replace all Concrete Finishing-Repair of surface defects shall begin immediately Masonry Accessories 07 600-Flashing and Sheet Metal finish layer is applied air destrlbution ducts.ddhmrs and thermostats Central units for air broken parts.including glass.at no additional cost to the owner All Trenching for underground utilities systems and drain lines shall be after removal of form or pouring of slab foundation Provide smooth steel Install appropriate flashing at all joints of chimneys.dormers.walls.vent conditioning of ventilation shall be arranged so that affflow is as direct as �e openings due to construction in exterior wags and roofs of the existing excavated to the required alignments and depths The bottoms of trowel finish for all interior slab areas and garage surfaces Providebroom Flashing-Flashsng materials may be bituminous membranes.sheet Division 06 000-Wood.Plastics.and Composites pipes and other connection points to prevent the infiltration of water possible CoordLnate location of return air unit structure shall be carefully protected with temporary closures to prevent trenches shag be graded to secure the required slope and shall be tamped finish texture for all exterior slabs Slope exterior patio or porch slabs metals or a combination of these Continuous flashing shall be installed at Flashing shall be assembled of 16 ounce hard copper sheet metal Valleys Interior Wood-Wood surfaces shall be sanded smooth before finish Is the entrance of any water.snow or ice into interior spaces Any damage if necessary to provide a film pipe bed away from budding at 114'of drop in elevation for every 1*-(r in distance the bottom of the air space Flashing mush be at or above grade 06 100-Rough Carpentry shall be wrapped with 20'wide copper flashing and extend 10'in each applied Putty areas with a wood based filler where nails or other defects Division 16 000-Electrical Ir At garage slab.provide posdiver drainage and taper lip at garage/overhead Flashing should be installed at the heads and sills of all openings and Lumber shall be of live sound stock and property dried Pressure treated chrecteon from center-kne of valley Use 4"wide x 4'high x 101long copper appear in the surface Contractor shall provide mechanical design on an design-budd basis from water.snow or ice shall be fully repaired by the contractor at no cost door Patch all voids and depressions exceeding 3/8 inch in any direction wherever the air space is interrupted Flashing should extend through the lumber shall be used where any lumber shall come into contract with flashing between wall siding and roof surfaces and step flashing between Mill whatsoever to the owner The contractor shall be required to verify the existence and location of all face oftha brick veneer to forma dnp edge Where the flashing is not concrete.masonry block or sod and when using as support members for masonry and roof surfaces Keep flashing concealed except where PaintStain-Prime wood surfaces including faces.edges and ends before Clean-up:in addition to the normal clean�up each day.it is expected that underground utilities All existing utilities shall be marked.identified and continuous.such as at heads and sills.the ends should be turned up decks.porches or balconies Lumber for use at exterior shag have a exposed on vertical surfaces or counter flashing installation After installation apply at least one coat of wood primer and 16 200-Electrical Power 0 protected from damage during construction Curing-After placement.concrete shag be protected to maintain proper approximately I inch the contractor will keep the entire premises free of debris,d=arded moisture and temperature Protection shall ensure that excessive water maximum 12 percent moisture content Provide adequate bracing and two coats of finish paint Surfaces shall be sanded before each finish layer From electrical meter box,install willing to budding Raceways to be () material.etc Backfill as required for all excavation Backfill in layers riot more than 6 evaporation does not impair required strength or serviceability of the shoring during the construction process Studs and joists cut to install is applied buried shan be PVC 02 Plastic Electrical conduit Where permitted by W >— inches in depth and tamper to proper dry density compaction backfilling element Weep holes-Masonry weep holes.each having an area of at least 70 plumbing and or wining shall be reinforced by adding metal or wood code.non-metallic sheathed cable maybe used TypeTH1WorTHWN Workmanship,4 is assumed that all work well be performed by workers shall not take place unlit floor framing and plywood is installed mm(0 I sq in).are required above flashing in masonry cavity wall structural reinforcing to strengthen member back to original capacity and 07 7100-Manufactured Gutters and Downspouts Galvanized Metal 600 vote insulabore conductors shall be used,minimum were size shag be Cold Weather-During anticipated ambient temperature conditions of 35 construction Weep holes should be located in the head joints immediately maintain structural integrity Holes bored shall not be larger than 113 the Install gutters and downspouts per plans Attach every 7-6-on center 91 2 Alurninum wire shall not be perematted Wiring shall Connect into metal Z �> who are skilled and experienced in their respective trades All Installations Contractor shall excavate to firm.solid bearing for all footengs,walks.etc above the flashing.and spaced at 16"on center (OC)with straps andor fasteners Aluminum should be 25 gauge Before applying a finish remove dirt.oil.grease and other loose particles shall operate properly in a first-class manner Workmanship shall conform To local authordy's requirements and below the frost line degrees F or less,concrete temperature shall be maintained above a depth and not closer than 2"to the top or bottom of the joist aluminum copper shall be per plans Wash with solvent If rusted wire brush of sand clean recessed electrical panel.as shown on construction documents Electrical to the best trade practices Finished surfaces shag be plumb and level, frozen state until a concrete compressive strength of SOOPSI has been service shall berated at the appropriate level of amps Winingfrorrithe �: straight and free of imperfections and set firmly to accurate 02 500-Utilities reached Where reinforced concrete Is;dry or protected from moisture in 04 21 0-Brick Veneer Masonry Wood Species Douglas Fir-Larch No 2.no substitutions outside meter box shall be SE cable Provide Arc-fault circuit interrupters W — measurements Finished product shall be totally clean and free of Install necessary utility services,such as electricity,water.gas and oil. service.or for plain concrete in all service conditions,calcium chloride Brick shall be placed in a running bond with joints finished to produce a 07 900-Joint Sealants Steel and Iron in circuits required by code covering materials.loose or foreign materials.etc sanitary sewerage and support structures for power and communications added to the auxture shall not exceed 2 0%by weight of cementirtious, concave form unless rioted otherwise All joints shall be uniform and 318 Wood Framing Use a 50 year warranty silicon based caulk at high expansion.1compression Remove all weld splatter Grind all edges.projection.sharp comers and ch cc W areas.such as around chimeneys tie.ceramic.and around enamel and welds to a smooth.round contour Abrasive/sand blast steel and iron 16 300-Transmission and Distribution Coordinate requirements with local utility providers AD utilities shall be materials For reinforced concrete subject to other service conditions, inch thick unless otherwise noted Detailing,such as soldier courses. Floor Framing-Information below pertains to conventional stick fram ng- pre-falinceated tubs and showers For extenor windows.door frames. surfaces In areas where blasting is not feasible use power cleaning tool Extra charges:well be allowed only when authorized in writing by the located underground from street to building,unless otherwise stated calcium chloride added to the morlture shall not exceed 0 50%by weight of rowtocks.quoins.etc.and location of brick veneer shall be shown in t1he if pre-engineered trusses are used follow manufactures guidelines for I Provide and install necessary circuits and breakers for appliances as owner before the charge is incurred Utility Connection Fees paid to a utility shall be paid directly by the owner cementilrous,materials construction documents Wall bes shall be hot-dipped galvanized#9 tnstallabon Pressure treated lumber shall be used where any lumber shall interior trim.woodwork and other paintable surfaces use a dear or colored Remove dust and sand from the surfaces after sand blasong by brushing stated in rerwinufacturer's recommendabons per applicable Welding code llllllllllllllllll 0 Z gauge were with a hook on the extended leg to engage or enclose a#9 Latexbasedcatdk Color shall match wood stain or paint and vacuum cleaning Apply the prime coat as soon as possible after the requirements Branch circuits shall be wered with No 12 gauge were Generalcleaning upon completion of construction.the contractor is to with no mark up on the fee gauge horizontal joint reinforcement were Joint reinforcement shag be come into contract with concrete,masonry block,roof curbing or roof preparation is complete and before the dew point is reached All surfaces Install GFI circuits with No 12 gauge wire in all wet areas.baths and Warm Weather-During hot weather.attention shall be given to blocking blasted and power-tooled in one day shall be coated on the same day extenor outlets clean the eKtenor of the structure and the site.removing all stains.debris. ingredients.production methods.handling.delivering,placing.protection, continuous with butt splices between ties permitted Wall ties shall be Division 08 000-Openings Apply at least one coat of alkyd-type enamel primer and two finish coats 0 etc Resulting from construction The contractor shall also clean all interior 02 950-Site Restoration and Rehabilitation and Curing of concrete to prevent excessive concrete temperatures or located to support no more than 2 square feet of wall area and spaced a _J — areas of the structure in the areas of new work All glass.inside and Out, Topsoil Placement and Grading maximurn 24"on center horizontally Provide rope wick weep-holes, Girders:Install girders in pockets formed in the foundation or on top of 08 200-Wood Doors shall be completely cleaned water evaporation that could impair reqLnred strength or serviceability of spaced approximately 32 inches on center in vertical joins of first course thesallplate The pocket should allow a minimum of 112"on both sides for Exterior Doors-All exterior doors shall be per plans with copper pan Concrete and Masonry Coatings Raceway and Boxes for Electrical Systems-Flexible or ingid conduits, A three(Y)inch cover of topsoil or appropriate soil amendment shall be the member or structure over all counter flashing and through wall flashing on all exterior wags circulation flashings and weather-tight thresholds Install color appropriate Allow masonry.concrete and stucco to age at least one month before couplings.supports and nonmetallic ducts Install conduit concealed in all UJ _J �e Recycling contractor shall designate a location on site and a spread uniforerrely over the sod(9 yards per 1000 sq It)and tilled into the weather-steripping around all doors cleaning or applying a finish Remove dirt.grease.loose particles.etc areas,excluding mechanical and electrical rooms/areas,connections to hauler/recylcler for collection of recyclable/satvage materials from top six(6')inches of soil Topsoil shall be a natural.fertile,friable soil. 03 400-Precast Concrete motors and connections to surface catimets Coordinate installation of cc — 0 demolition and construction activities typical of productive sod in the viecenity.obtained from naturally well drained 04 200-Concrete Masonry Sills:Install single solid pressure treated lumber horizontally on Where efflorescence has occurred.wash with a 10%munalic solution, condurt in masonry work Unless indicated otherwise,do not install areas Rotolill all areas indicated on plans and on areas damaged by Provide all tabor.materials and equipment to provide concrete structures Concrete Unit Masonry Shall be in accordance with ASTM C90 or C145 foundation If not floor joists are present,such as on garage stem walls. Interior Doors Interior doors lambs shall be solid 3/4'Poplar pre-hung nnse thoroughly with clean water and allow to thoroughly dry at least one conduit larger than 2 1/2 Inches in concrete slabs Provide a minimum 01 500-Temporary Facilities and Controls Construction,to depth of 4',removing stumps,all foreign objects and as called for on the plans Erect pre-cast concrete units and accurately 1500 psi compressive strength,grade N.Type 1,hollow core load bearing then provide two sell plates Bore holes in sills for anchor bolts unds u n o,and have casing on both sides of the door Casing shall be week before painting or sealing concrete cover around conduits of 2 inches Install conduit free from deeds stones larger than one inch diameter Place topsoil on all areas and install in place with horsting equipment more than adequate for the loads CMU and shall have a minimum net compression strength of 1900 psi perscheduki Ftnger-jotntedjambsshaD not be used andbrutses Plug ends to prevent entry ofdart and moisture Minimize IZ - Temporary Utilities-Contractor to provide and install temporal power At completion,units shag be plumb.level and square,true to line.with Use Grade N.type 1.specialty shapes load bearing concrete masonry Floor Joists:Space floor joists on center(OC)per drawings Joists shall Division 10 000-Specialities crossovers Provide flashing and pitch pockets.malong watertight joints 111111111111111111 0 ry incorporate by rolottifing aft subsoil angles and edges parallel with related building lines for construction site it required Connect to existing power service without units as specified Standard width of renortarpints for both horizontal and rest on a minimum 1 1/2"of bearing wood or T of masoney If joists are Pocket Doors-Use Johnson hardware Install into wall as per where conduits pass through roof or waterproofing membranes Routeall disrupting local service requirements Power feeder service characteristics Seeding-Seed only when weather conditions are suitable All newly vertical joints shall be Y8 inch Joints shall have a full mortar coverage lapped over girder.the minimum amount of lap is 12'and maximum manufacturer instructions Provide necessary hardware as per 10 300-Fireplaces and Stoves exposed conduits parallel or porpondsoular to building lines All fillings shall be compabble with the service from which it is taken See.type and 03 500-Cast Decks and Undedayment Lay CMU plumb with all courses level using appropriate comer blocks at overhang is 12'Do not lap at wood I-beams Joists shall be Installed SO manufacturer recommendations Pre-fabricated fireplaces shall be U L approved and installed per shall be UL approved X 2 1= loading shall be per reqwrements as established by the National Electric seeded turf areas shall be free of broadleal weeds Saw seed with Install cemeriblious.backer-board Lerider conarnic ble,marble and stone comers,%ifindow and door jambs Reinforcing mesh shall be installed in that the end of the sub-floor sheets fall directly an the center of the floor manufacturer's specifications Codo(NEC) The contractor shall provide main service disoonnect and mechanical spreaders at the specified rate on a calm day Sow one hag to seed In one direction and the other half at right angles Seedshallbe finishes Use straight edge as guide to score sheets face with carbide the three courses above all openings and shall extend 3 feet 9 niches foists Naa joists at each bearing point using one 10d nail on each side 08 500-Windows Chimney and Flue-Top of Chimney shall be located Z-O'biller in Fasten raceways securely in place Firmly fasten within 3 feet of each over-current protection at a convenient location in accordance with the lipped scoring knife and snap upward along the score line Large cutouts beyond each side of opening Mesh shall be installed in every third course Nails shag be at least I I IT from ends _J Co NEC The Contractor shall provide power outlets for construction raked lightly Into the soil to a depth of 1/4 inch and rolled with a toilet use a circular saw with carbide tipped blade of all masonry Lend wails Cut block with a carborundum saw Use solid Provide and install necessary windows and appropriate hardware to elevation than any point within I OF-0"Flues shall be U L approved and outlet,junction box,cabinet or filling Support every 10 feet 49 frost line constructed of 3000 psi concrete Provide 3-#5 rebar maximum aggregate size of 3/8"and an 8-minimum to I I-maximum conforming to astm a653 sq grade 40.with minimum yield point of 40ksi polished chrome adjustable brass P-traps with wall escutcheons at all operations.with branch wiring and distribution boxes located as rwcessary weighing not more than 100 pounds per fireear foot of tread Keepthe ioad-bearing blocle:when required for structural purpose Exterior Walls-AD extenor walls shall be constructed with per drawings operate and lock windows Windows shall be flashed per housewrap and insta fled as per manufacturers instructions If multiple flues are used in and shall provide flexible power cords as required Provide and install surface moist by a fine spray until the grass shows uniform germination 3M recommendations the same Chimney chase,an unequal projection or height of flue above the Wiring Devices-Install receptacles,switches and cover plates as per distribution equipment.wering and outlets to provide single phase branch over the entire area Wherever poor germination occurs in areas larger Floor Installation-Install over interior wood or concrete sub-floors Provide solid blocking at mid-height:of all wags For exterior comer joints. stack shall be used to safeguard against smoke exiling one flue and construction documents and finish schedules For exterior receptacles M W circuits for power and fighting than three(3)square feet.reseed,roll and water as necessary to obtain Ensure sub-floor is structurally sound Ensure the sub-floor is not Foundation Walls shall be constructed with per the drawings Completely install(3)studs readed together unless using advanced framing per entering another install gray cover plates When two or more switches or receptacles are W proper germination damaged Replace any loose.warped or damaged boards Make certain bed CMU with type-W mortar Fill all cells containing vertical rebar drawings Where interior partitions met exterior waIts.install 2 studs Division 09 000-Finishes located together,gang with one common faceplate Iftheycannotbe sub-floor Is clean and flat Exterior grade plywood or hardwood sub-floor (reinforcing steeQ with 3000 psi Concrete Reinforce masonry walls with fastened togethorwrth blocks approximatelyorrie foot long Onetelockis 09 200-Gypsum Board 10 800-Bath Accessories W �0. Sanitary Facilities-Existeng facilities shall not be used Contractor shall should be at least 1 144'thick(51W minimum)in order to provide for a hot-dipped galvanized 9 gauge steel"K wire truss-design masorwy placed at the bottom.one at the top and one about corder of the studs ganged,install with a mantermern distance between unds Install all provide and maintain in a neat and sanitary condition such Division 03 000.Concrete structurally solid,moverneret free foundabon In addition,the space Nails or Screws:Nails and screws shall be a minimum 318'and a receptacles at within baseboard.unless otherwise noted At counters, 'r between the joists should not exceed 16'on center.In any case.the horizontal wall reinforcement a mirdmurn of every other course,and rebar maximum of 1/2"from edges and ends of wallboard and the heads shall Contractor shall install toilet paper rolls.towel bars soap dispensers and locate receptacles at 44*on center(OC).above finished floor(AFF)Install accommodations for the use of his employees as well comply with laws and 03 1 00-Basic Concrete Materials and Methods maximum allowable concentrated deflection of your sub-floor may not (reinforcing steel)Install reinforcing members as recommended by Roof Decking-Provide and install exterior sheathing of APA rated and be seated slightly below the surface without breaking the paper Nails other accessories as directed by Owner switches at 41ron center(CC)above finished floor(AFF)Locate light regulations Temporary toilet lacildies may consist of portable toilets All concrete work shall be designed on the basis of'Strength Design'in exceed L/360 of the span Staggerjoints Do not align with plywood manufacturer Provide a 24'x 48"minimum access door to crawispace code certified Exposure I plywood panels Sheathing shall be installed shall be spaced not to exceed 7-on ceilings orlr on sidewalks Head switch cover plates 6"from frame of door or comer of wall IQ IT— cc Toilet facilities shall be kept supplied and clean and In sartftry condition accordance with ACI 332-10'Residenbal Code Requirements for joints Never allow all four corners of sheets to meet at one point Apply a Bond beams shall be continuous across all joints and grouted solid over a with the face grain running across the rafters.vertical joints staggered diameter shall be a nominal 1/4"wrth the length I I f2'to penetrate a Tub and Shower Doors unlit the Completion of the work and then shall be removed from the site dry set mortar or modified thinset to sub-floor per manufacturees metal lath grout barrier with maximum grout lifts of 4 0 feet without Nails shall be 8d common or 10d box nails spaced 6'apart on the ends minimum of 71W into natifing member Nails shall meet the miremium Shower doors shall be constructed of tempered safety glass with all 16 500-Lighting Upon removal the site shag be property cleaned and graded Structural Concrete'Concrete work shad be proportioned in accordance recommendations Fasten backer-board sheets with proper nails or clean-outs Rod all filled cells in bond beams for proper density See and 12"apart inside Install with plywood'W clips between each place of requirements ofASTM C514 and may include coated.etched treated or exposed edges polished and rounded Provide necessary circuits and wiring for light fixtures as fisted below All with ACJ 301'Specifications for Structural Concrete'and ACI 21 1 1* screws every 8*overtha entire surface Keep the fasteners between 318" Waterproofing and Damp proofing in Division 7 for waterproofing decking every 48" annular ring shanks to improve withdrawal resistance Drywall screws Recommended Practice for Selecting Proportions for Normal Weight: and 3/4'from sheet edges and 2'in from sheet comers Provide information lighting shall be switched as noted on construction documents For exact Temporary Barriers and Enclosures-The Contractor shall provide Concrete expansion joints where required shall meet the minimum requirements ofASTM C1002 Bugle-shaped barners to prevent unauthorized entry into construction areas and to Division I I 000-Equipment locations of fixtures.see construction docurnerds and finish schedules protect existing facilities and adjacent properties from damage from 04 400-Stone Masonry Sheathing-Provide and Install exterior sheathing of%"rated plywood heads shag be 0 31 5'in nominal diameter and contain a No 2 Phillips Fixture allowances are listed in Contract Documents 11111111111 construction operations and demolition Concrete slabs,patios,driveways.wails and foundations shall be Counterlop,Installation-Ensure cabinets are level and secure Use panels For plywood panels.nails shall be 8d commonor 10d box.6' driving recess Type W screws are designed for easier fastening in I I 00 00-Equipment construicted of a nurimurn 3000 to 3600 psi concrete(see individual minimum IfT extenor grade plywood positioned across the wood catimet Install exterior stone veneer per manufacturees recommendations apart on the edges and 12'apart on the studs wood specification sections for exact psi requirements for each section).28 day Space between plywood supports is not to exceed 16'on center Do not Provide mock-up sample on site for review showing variation of stone 16 700-Smoke Detection Sensors SEAL: sizes.colors,and mortar pattern and color See constructiondocurnents 11 450-Residential Appliances Install at least one smoke alarm on every floor of a structure(including the 01 600-Product Requirements test,with a 4'merumum to 6"maxirrium slump maximum.air-entrained to 5 afignbacker-boardwrthptywood)omts Sheet ends and edges must be Subtlociring-3/4"tongue arid groove plywood sub-floor or Advantech if Joints:At gypsum wallboard joints install a 2"strong cross threaded tape Install electrical or gas appliances as shown on construction documents. supported by perimeter framing Apply a dry set mortar or modified thinset for location and detailing of stone veneer provide flashing where indicated basement)and outside each sleeping area Smoke alarms are required in AD materials shall be installed in strict accordance with the manufacturer's -8%No additional water shall be added to concrete after slump testis called for in the plans shall be Installed with screws and approved with a cross tensile strength of 45 lbs per lineal Inch Press a strong.good including all venting and supply requirements per manufacturers all sleeping rooms.according to the NFPA 72,National Filre Alarm CodeS written specifications or Materiefs Institute Standards All Items not recorded Cylinders shall be taken from every batch truck and tested for to plywood per manufacturees recommendations Fasten backer-board sub4loor adhesive Stagger joints a minimum 2 stud spaces For attic quality tape firinly ordo sheathing joints and around openings,embedded in recommendations Mount the smoke alarms on ceilings or high on walls Ceding-mourtled specifically mentioned that are required to make the work complete and compressive strength at 7 and 28 days Concrete should be a moc of high sheets with proper nails or screws every 8"over the entire sufface Keep Do not use frozen materials or materials mixed or coated with ice or frost access.Install plywood across all floor joists joint cement At comers and angles.install metal comer beads as operational shall be included grade Portland cement.clean sand or granular fig and washed gravel or the fasteners between 3/8'and 3/4"from sheet edges and 2"in from sheet do not build on frozen substrates Comply with cold and hot weather specified by manufacturer If comers are rounded.install comer alarms should be installed at least four inches away from the nearest wall, crushed stone as coarse aggregate per AC3 530 Maximum aggregate comers Provide expansion joints where required construction requirements contained in ACI 530 1 Do not us admixtures Engineered Lumber-All engineered lumber shall be installed par reinforcement as required Spread gypsum wallboard mud at all tape Retractable Stairs wall-mounted alarms should be installed at least four inches.but riot more Installation and Storage-Ali materials.supplies and eciiiipment shall be size shall be 3W Ali aggregates shall conform to ASTM C33 Gravel such as calcium chloride joints,comer beads,nails and screw penetrations and where a smooth Install a wood 30-YAde pull-down stair system as shown on construction than 12 inches away from the coding On vaulted ceilings,be sure to installed per manufacturers recommendations and per applicable codes should be well graded and not exceed 1 1/2'in size Water shall not Wall Installation-Ensure framing is structurally sound Norruni manufacturer's recommenclabons surface is needed Apply second coat of wallboard mud after a minimum documents Trim opening with appropriate window casing to match mount the alarm at the highestpoint of the calling Don't install smoke wood or minimum 20 gauge metal studs must be straight property afigned alarms near windows.outside doors,or ducts where drafts might Interfere and requirements Material stored on site shall be protected from damage exceed 5 1/2 gallons for each bag,unless sand is very dry Concrete sha a mu Mortar-Portland Cement ASTM C 150.Type I or If,except Type III may 24hours After drying(minimum 48 hours),sand all joints and other areas interior trim Confirm size of opening meets local building codes for attic with their operation Do not paint.apply finish or obstruct smoke alarms 0 and spaced am xi mofl6"oncerder In tub and shower enclosures Micro-Lam Lumber shall have a minimum bending design values(Fb)Of to a smooth consistent surface access Provide appropriate pull string or chain for access by moisture.wind,sun.abuse.conditions that contribute to mold and be mixed using an approved batch machine or mobile mixer until unIfOrm ensure that the framing is adequately reinforced at the comers Sheets' be used for cold weather construction upon approval by arclidect Provide mildew,or any other harmful effects in color and providing a 4"minimum to T maximum slump may be installed vertically or horizontally Score and snap sheets to samples of color for approval Provide tatex additive per manurfacturees 2,800 psi and a modulus of elasticity of 1.900.000 psi required sizes and make necessary cut outs All joint ends and edges written instructions Interior Walls:Sheath wags and ceilings with gypsum wallboard.either Division 12 00 00 Furnishings Substitutions-Ali substitutions shall be approved by Architect prior to 03 100-Concrete Forming and Accessories must be supported by a structural framing member or added blocking In Parallarn Beams and Posts shall have a minimum bending design values vertically with long edges parallel to framing.or horizontally with long purchasing Architect may reject substitutions for any reason and without Provide all labor.materials and eqwpmerd necessary for the completion of wet areas.install a mosture bamer(such as IS lb Feel)between studs Wag bes shall be hot-dipped galvanized W1 7 diameter ASTM A 82.with (Fte)2900 psi and a mcidulus of elasticity of 2.000,000 psi edges at right angles to framing members Apply one layer of 4.6.9r.ICr 12 360.Countertops rid backer-board Install sheets 114"above floor,tub or shower pan ASTM A 11531A 153M.Class B-2 Wall bes shall be located to support no or 17 foot lengths to all wall surfaces Offset joints between layers at least cause the plain and reinforced concrete called for on the plans Concretewhen ;asten backer-board sheets with proper nails or screws every 8"over the Counter tops shall be provided and installed per construction documents deposited shall have a temperature ranging between a minimum of 50 ertheresurface,Keep the fasteners between 31fr and 314"from sheet more than 2 square feet of wall area and spaced a maximum 24'on 06 200-Finish Carpentry 101. and finish schedules Counter surfaces shall be glued onto 314"p"od 01 700-Execution and Closeout Requirements degrees Fahrenheit and a maximum of 90 degrees Fahrenheit edges and 2'in from sheet comers.Set fastener heads flush with the center horizontally and i6*vertically Install additional anchors within 12' All architectural trim and woodwork shall be No I grade material suitable or appropriate substrate as recommended by manufacturer surface.welhoulloverdenving Provide expansion joints where required of openings.joints and perimeters Set stone in full bed of mortar with full for appropriate finishes Wood that wfll be stained shall be clear of knots Ceilings:Apply a single layer of gypsum wallboard across the supports The execution of all work shall be in strict accordance with these head joints U N 0 Provide rope wick weep-holes.spaced approximately with concealed joints and fasten with nails or screws Offset joints between layers at least 10' ISSUED FOR: specifications and manufactureeswritten specifications or Matertars Construction of Forms-Construct wood forents of sound material,and of 32 inches on center in vertical joins of first course over all counter flashing Nails are spaced Ton center(OC)with 1 1/4"heads Screws are spaced Division 13 00 00 Special Construction Institute Standards Ali work not specifically mentioned that is required to the correct shape and dimensions,construided lightly and of sufficient 03 600-Grouts and through wall flashing on all extenor walls 13 000-Special Construction ED A make the work complete and operational shall be included strength Brace and be the forms together Make joints and searres. Concrete surfaces to receive grout shall be prepared by removing Millwork-Moisture content for interior woodwork shall be 8-10 percent to 12"onc-enter(OC)Cedingfinislishall be smooth mortar tight Install leakage control materials in accordance with defective concrete,dirt,oil.grease and other foreign matter to achieve reduce excess shrinking Provide and install interior wood trim as shown 0 PERMIT manufacturer's Installation Instructions sound.clean concrete surfaces Adhered(thin)Stone-Install per manufacturer's written instructions in construction documents Fire-Rated Gypsum Wallboard:In garages,around gas water heaters 13 ISO-Swimming Pools Codes-Construction shall comply with all applicable national.state and Install flashing over sheathing and behind wether-fesisteant sheathing and as required by applicable budding codes.install 5/8"Type-X' If applicable Install a fully operational tri-ground pool system consisting of a local building codes Chamfered Corners-Unless otherwise noted.provide chamfered Grouting-Mix up grout per manufacturers recommendations Use a paper by fastening through sheateng into framing Irestaillathover Architectural Woodwork-Provide and install custom woodwork as firo-rated gypsum wallboard Nails shall be 1 3/4'long.spaced a maximum plumbing gunde concrete shelf valves.filter and healing systems electric P F... A ISSUED DATE: comers on all exposed comers Provide Y4 inch moldings in forms for all padded grout float to spread the grout over a workable section of file Push sheathing paper and txeathtng layer(see details)to comply with ASTM C described on construction documents Pre-fabricated woodwork should be of 4"on center(OC)around penmeter and 8"on center(CC)in the field of controls,timers and decking Installation shall comply with all local Measurements-The Contractor shall check and verify all chmensions and charrefering required the grout diagonally across the joints to force it down into the gaps Grout 1063 Install lath over concrete masonry units to comply with ASTM C specified below the board regional.state and national code requirements including but not limited to %P 0— 2.21.22 conditions before proceeding with construction Do not scale drawings an the pints except those needed to allow for expansion joints specifically 1063 Install scratch coat over metal lath 318"thick to comply with ASTM permits.inspections.engineering design pumps.fifters water supply. 0 Noted dimensions take precedence Embedded Items-make provisions for sleeves.anchors,inserts, along fixtures,between the floor and walls,or joints in corners in between C 926 Coat backs of stone unds and face of scratch coaVCMU with Wood Stairs and Railings-Heights of treads.lengths of risers and Water Resistant Gypsum Wallboard:Around showers.tubs whirlpools waste water.pressure tests.water heating equipment electrical systems. 41 i-, water-stops and other features walls Expansion joints will be sealed with caulk after the grouting process cement paste bond coat.then butter both surfaces with setting mortar overall width of stairs shall comply with applicable building codes or as required by applicable building codes.install water resistant drywall pool fartings.b-tructural foundations and pool safety equipment and 4 REVISION DATE: REVISION NO.: Workmanship-Workmanship shall conform to the best and highest Use sufficient mortar so a slight excess will be foreced out the edges of signage See landcapsing civil drawings for pool speclifics Once the appropriate pints are packed with grout,scrap the excess grout the stone units as they are set Tap units into place Rake out joints for Headroom shall be a mireirrinurn of G-Wmeasured from the front edge of . standards of quality in each trade and shall include all derns of fabrication. Form Ties-Use form bes of sufficient strength and in sufficient quantities off the surface of the tile with the grout float Hold the float at a sharp angle pointing with mortar to depth of not less I Z Rake joints to uniform the tread to a line parallel to the stair run Stair treads shall be constructed 09 300-Tiling - - construction and installation All work shall be completed by skilled and again use diagonal strokes to keep from digging grout out of the Excavation-Excavate pool area and provide appropriate bearing surface tradesmen and mechanics Installation of all equipment and materials shall to prevent spreading of the forms Place bes at least I inch away from the joints Clean up the excess grout with a damp sponge and a couple depths with square bottoms and clean sides Prepare stone-loints of 51`4"thick lumber.risers shall be constructed of Y4"finish grade lumber. Tile.Marble.State shall be appropriate grade and finish in accordance on undisturbed soil or properly compacted base Sod to have minimum . * be in strict accordance with manufacturer's recommendations finished surface of the concrete Do not use ties consisting of twisted were surfaces for pointing with mortar be removing dust and mortar particles structural stair stringers shall be constructedof 2'02"s Glueandread with applicable budding codes and owner requirements Contractor shall bearing capacity of 2000 psf Remove excess dirt and fill to provide for loops Leave inner rods in concrete when forms are stnpped Spaceall buckets of clean water Wipe excess grout off the surface of the bles Where setting mortar was removed to depths greater than surrounding stair assembly together Provide and install detailing as shown in properly clean all surfaces to be covered and install appropriate using a clean sponge in circular strokes Once the ble surface is clean proper elevation and drainage of pool decking and surrounding area awa ( _1111111IIIIIIIIIIIIII Cleaning and Waste Management-Construction site to be in a clean form ties equidistant and symmetrical and line up both vertically and make another pass parallel to the grout fines to shape the grout lines in areas.apply a pointing mortar Point stone joints by placing and construction documents Provide shop drawings for all stairs undedayment per manufacturers recommendations Installation should be from pool LO . and orderly condition throughout the construction process Cleanrnterior horizontally the joints Smooth tie joints down a bale below the surface of the tile compacting pointing mortar in layers no more than 318'deep Toolloints carried out with a slow setting cement adhesive,well mixed per r..) spaces prior to the start of finish painting and the application of other Clean the remaining haze off the surface of the tile with a sponge or a soft when pointing mortar is thumbprint hard Provide cleaning Division 07 000-Thermal and Moisture Protection manufacturer recommendations OA finishes At the conclusion of construction.the project shall be property Cleanouts and Access Panels-Provide removable cleanout sections Or rag In 24 to 48 hours after the grout has hardened.caulk using a clear Division 1 5 000-Mechanical cleaned This should include but not be limited to.cleaning the interior access panels at the bottom of all forms to permit inspection and effective tubtshower caulk or one in a color that matches the grout in the areas that Bluestone Patios,Terraces and Walkways-Provide bluestono pabos. 07 10 00-Damp proofing and Waterproofing Floors:Contractor shall property clean all surfaces to be covered and -vex 371 and exterior glass surfaces exposed to view.remove temporary labels. cleaning of loose dirt.debris and water material Clean all forms and you allowed for your expansion joints and over joints that may crack walkways and terraces where shown on drawings Contractor to supply All joints and penetrations in walls,floors.and roofs shag be made install appropriate undertaymeent per manufacturers recommendations Contractor shall provide mechanical design on an design-build basis stains and foreign substances polish transparent and glassy surfaces. surfaces to receive concrete of all chips,sawdust.and other debris and because of movement Specifically areas between floor life and cabinet samples of bluestone to be used and provide:Yx:Y sample of stone watertight using approved methods and materials Waterproofing and 15 400-Plumbing 1 4�� -A vacuum carpeted and soft surface areas.sweep and mop all bled thoroughly blow out with compressed air just before concrete is placed toe-kick.between floor or wall ble and bathtub or shower.between floor installation on site for approval Bluestone set on concrete shag be set in damp proofing shall be per drawings Walls:Contractor shall property clean all surfaces to be covered and Plumbing shall be a fully operational system of hot and cold water SPECIFICATIONS surfaces etc Replace filters of operating equipment Clean equiperreent and wall tile,and at the inside comer where two waits meet Fill the joints I'thick portland cement bed over concrete slab Bluestoneset in sand install appropriate underlaymend per manufacturers recommendations Provide and install all piping soil vents;drains.sewage removal and OF NP, and fixtures to a sanitary condition Clean exterior such as debrrs from Concrete Accessories-Provide 1/2'thick by 4"wide bdummous completely then smooth them out with a damp rag or appropriate tool bed shall beset in 2"sand bed over 4'crushed stone base Jointstobe Slab Foundations-Install a 15mil polyethylene vapor bamer in all slabs water supply systems to Connect with appropriate water and sewage roof gutters landscape areas driveways and walks.etc Remove all expansion joint material at all surfaces where slabs adjoin raised slab, Caulk around plumbing valves,sinks and faucets to seal them from water hand eight 0 to 114'max directly underneath concrete Lap joirds not less than 12 inches and tape Thresholds Install marble.state.etc thresholds between roorreirroorn at systems Provide and onstall appropriate insulation around piping All waste and surplus materials crawlspace or basement stem-wall CMU or poured foundations penetration Glazed ceramic ble surfaces only require grout joints to be and seal in accordance with manufacturers gLndelines door openings permits and inspections are to be obtained by contractor sealed which will provide an enhanced water and mildew resistant surface 04 500-Masonry Fireplaces Protecting Installed Construction-Contractor to protect all installed 03 200-Concrete Reinforcing Apply a silicone or water-based grout sealer to all joints per manufacturees Install masonry fireplace on poured slab or concrete block base,with all recommenclations a minimum of 14 days after grout has been installed Crawlspace and Basement Walls-Install necessary waterproofing 09 600-Flooring Sewer and Waste Piping-Drainage system shall be Schedule 40 PVC construction If products or materials come with a protective coating. Reinforcing steel(rebar)shag be minimum ASTM A615,grade 60 All cells filled with 3000 psi concrete At firebox area install fire breck on all material system to exterior basement wails and foundation surfaces.from Contractor shall properly clean all surfaces to be covered and install pipe or cast iron All connections shall have PVC cement or appropriate contractor shall maintain protective coating unlit constlue on is complete reinforcement splices shall be as follows#5 bars 25'minimum.97 bars sides and imbed with mortar Allow for water trap in flue and cast iron a point 12"below the lowest slab to not less than 6"above finish grade appropriate underlayment or preparation per manufacturreirs joint compound and assembled tight for no leakage Condensate drains Contractor shall replace any items that become defective or damaged 35"minimum All rebar(reinforcing steel)shall be located 3'clear from Non-shrink Grout-Lightly roughen concrete surface for maximum damper Install ash dump d fireplace is on outside wall or as otherwise Install as recommended by manufacturers guidelines Install a minimum 5"recommendations See above for file and stone floor specifications shall be constructed of Schedule 40 PVC Valves shall be Milwaukee bottom and side offooteng and 2*clear from top Locate vertical rebar bonding per manufacturers recommendabons Cover concrete areas with specified Detailing such as soldier courses.rowlocks.quoins etc shall slotted drain pipe with a positive outflow around exterior basement wall Brand OF equal Budding sewer shall be vitrified day pipe or approved Operation and Maintenance Data-Contractor to provide Owner with all (reinforcing steel)pet drawings Ali reinforcement splices shag be in protective waterproof covering urdd ready to place grout Align and level be shown in the construction documents See construction documents for footings.imbedded in a loose fie gravel.minimum I 2"deep Slotteddrain Schedule 40 PVC pipe Connection to public sewer system shall Comply operation manuals warranty Information and training on use of systems accordance with ACI 318 for"Strength Design'All reinforcement steel components to be grouted and maintain in final position ureld grout complete fireplace details pipe should be wrapped with an appropriate goo-technical fabric to Wood Flooring-Install a single layer of 15 lb felt vapor barrier between with all local requirements Caulk joints or provide neoprene gaskets for shall be accurately placed.rigidly supported,and firmly bed in place with placement is complete and accepted Install forms for grout around bases prevent seek buddup Install other drains necessary for positive site sub-floor decking arid hardwood floors When installing hardwoods over a all sewer I:ne,�Pitch shall be a minimum 118-per foot for soil lines larger bar supports and spacers in accordance with ACA 301 and AC4 318 and other spaces to be groulled The tops of such forms shall be one inch Division 05 000-Metals drainage concrete stab install a layer of 314'plywood as underlaymont over 6 met than 3-diameter and a minimum of 1 4 per foot for soil lines 3"diameter Division 02 000-Site Construction above the surfaces to be grouted Place grout in accordance with the polyethylene Along walls and permanent objects.install molding to oriess Insulate all interior drainiwaste piping with bale insulation for 6 02 200-Site Preparation Welded Wire Fabric Reinforcing manufacturer's recommendations Pout grout from one side only until 05 000-Metals Felt On all roof surfaces Install a menimurn No 15 asphalt impregnated conceal expansion area sound attenuation Clay pipes may be used for decorative drainage in � GENERAL STRUCTURAL NOTES POST(S)ABOVE BEARING ON HEADERS OR BEAMS BELOW SHALL HAVE A'BC'POST BASE,TYPICAL Table A-3.4A Rafter and/or Ceiling Joist Top Plate Lateral and Shear Connection Table 3.22F Jack Stud Requirements C L r r.I Evan Sa kofsky 1 ALL HARDWARE SPECIFIED AS SIMPSON STRONG TIE Requirements-Exposure C _ 2 FOR SLOPED AND SCREWED CONNECTIONS USE LSU/LSSU/LSSUI FACE MOUNT HANGERS (Prescriptive (For Headers in Exterior Loadbearlrg Walls) tiveAftemative to Table 3.4) , -� POST ABOVE VARY A R C H I T E C T 3 ALL POSTS SHALL BE SUPPORTED DOWN TO BEARING STRUCTURE TYPICAL POST OF EOUAL -- '�o (SEE PLAN) STRENGTH A T Roof Load Gmound Sno,load �� 4 PROVIDE MIN 2)2XI 0 HEADER WITH SPACER IN BETWEEN OF RIGID INSULATION U N O AT ALL NEW Three Second Gust Wind Speed 20 7sf 30 vsf 50 sf TO psr ,4 ( as 90 100 ll0 12o Ito I4o [so COL +BL - -BC POST BASE(SEE WINDOWSiDOORS < ) ikader%V'uhh C I 4� �� MFTR CATALOG FOR 5 PROVIDE POSTS UNDER ALL VALLEY RAFTER ENDS,HEADERS.AND RIDGES Rafter/CenhggJoist wallHeign NumbaofBdComnanNailsor IOdDocNaits(Tocnaikd) 43 S' -2 3" a.5' S' 6" 3" 4 S' S' 6" r 4.5- ;- 6- SIZING) .j, rat_ s �.� , a.,t n., n., , ,_, ., 'Jl--n 6 ALL LVLS TO BE UPSET;FLUSH WITH FINISHED CEILING U.N O.OR IN WALL CAVITY Spacing(in.) (A.) Required m Each Rafter and/or Ceiling Joist to Top Plate Connearoa'a t' Ilcadcr Hr4da "� I -mh BEAM VARIES IN 1 1 Berkley Lane 7 USE SIMPSON HEAVY DUTY HANGERS AT ALL FLUSH LVL BEAM CONNECTIONS sn;pp�,t� awn(It 1 Nmiibuoflack studs Required a[Each Fed of the llaider'� .(� /t/ WIDTH/DEPTH Rye Brook•New York 12 8 2 2 1 3 S 3 3 ] 1 t le SEE SEE PLAN 8 ALL CONNECTORS IN PRESSURE TREATED WOOD SHALL BE G185 HOT-DIPPED GALVANIZED OR 10 2 2 3 3 3 3 4 4 _ z 10573 1 1 1 1 1 1 1 1 1 1 1 1 I I I I STAINLESS STEEL 8 3 3 3 4 4 4 4 4 1 FRONT v1Ew SIDE VIEW 9 POSTS SUPPORTING BEAMS FROM MORE THAN ONE DIRECTION:PROVIDE SIMSPON CC CAP 16 4 1 1 1 2 ? 1 2 2 1 I I 2 '- I Io 3 3 3 4 4 4 s s s 2 z z ; z z I DETAIL:TYPICAL COLUMN BASE PLATE DETAIL TYPICAL POST ABOVE ON HDR./BM(BC) 516•314•1385 10 ALL FRAMING LUMBER SHALL BE GRADE-STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO 2 a 8 4 4 S 5 5 5 6 6 Roofaml 5 2 2 2 1 3 2 2 2 3 2 2 2 4 3 3 OR BETTER 10 4 4 S 5 S 6 Cerli o 10 3 2 2 2 3 2 2 ? 4 3 3 2 S 4 3 3 11 ALL LVL S SHALL BE 1 14-WIDE.MINIMUM 1.8 E.U.N O. ' Preseriptive limits are based on asstmtplions in Table 3 4 12 3 2 2 2 4 3 2 2 s 3 3 3 6 a 4 3 COL.LC "S TL 12 ALL SHEATHING TO BE APA RATED.EXPOSURE 1 OR ZIP PANELS AS NOTED Tabulated 14 4 3 2 2 4 3 3 2 s 4 3 3 7 S a a PLATE T fP ' rcgmtcmxats assume a building lotted�n F�tpomrc C. BUTT LINE When colin 16 4 3 3 2 5 3 1 3 6 4 4 3 8 5 5 4 � 13 ALL SUBFLOORING TO BE APA RATED PLYTANIUM STUflD-I-FLOOR EXPOSURE 1 3/4'MINIMUM s g joins arc installed paroled to mfkss,the sum of the toeaaib m the rs1h.•r and ealmg jo(st shall equal or e:<ceed the I � '/ill T-16" THICKNESS ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING GLUE AND SCREW tabulated aumberof awls required 2 1 1 1 1 1 1 1 1 1 1 1 1 z 1 1 I Mira GAP DGE BEAM 4 2 t 1 ! 2 t 1 1 z 2 l 3 , 2 2PLYWOOD SUBFLOOR TO FLOOR JOISTS. ' To avoid splitting•co mote Oust 2 tneoails shall be installed m each side ore miter or ceiling Joist when fastened to a 2t4 top Runf.Ceiling. 6 2 2 2 1 3 2 2 2 3 2 2 2 4 ; 2 2 ^ �'"M A (I ) plate at 3 toeoads m each side when&sicced to a 2x6 top plate. and One 8 3 2 2 2 3 z 2 I I ` CAP SEE PLAN 14 SEE DETAILS ON SHEET S-t FOR STRUCTURAL CONNECTION DETAILS CONTRACTOR TO PROVIDE z 4 i ; z s 3 3 ) CONNECTIONS AS SHOWN ON SHEET S-1 U N O Center 10 4 3 z 2 4 1 3 2 5 3 3 3 6 a 4 3 at- 15 PROVIDE BLOCKING AT PERIMETER OF ROOF SHEATHING PANEL EDGES PER CODE Table A-3.6A Ridge Tension Strap Connection Requirements for Wind - DC1m'ghso'm 12 4 3 3 2 5 1 3 1 6 4 4 3 7 S 4 4 , 16 PROVIDE RIDGE TENSION STRAPS AND UPLIFT ANCHORS AT EACH RAFTER Exposure C 14 5 3 3 3 5 4 1 3 7 s 4 4 a 6 5 4 62-�! 17 PROVIDE UPLIFT CONNECTOR AT EVERY RIDGE BEAM TO POST CONNECTION 12 1 a 1 1 1 1 1 1 a 1 1 1 2 1 1 1 (Prescriptive AltemaUve to Table 3.6) 6"-iL 6"->! \\--ECC06X POST CAP 18 PROVIDE CUSTOM HANGAR AT ALL MULTIPLE LVL TO FLITCH PLATE CONNECTIONS PROVIDE -- 4 2 2 2 1 2 2 2 1 2 2 2 1 3 2 z z PER RIDGE/POST ARCHITECT WITH SHOP DRAWING PRIOR TO FABRICATION OF FLITCH PLATE. Dead LeadAstamptl•-s:Roof Assembly DL�l psr 6 3 2 2 2 3 2 2 2 3 2 2 2 4 DETAIL:TYPICAL CONT GIRDER COLUMN CAP Roof,Ceihng, 3 3 2 DIMS.(SEE MFTR B 4 3 3 2 4 1 3 2 4 3 3 2 S 4 3 3 'ALL INTERRUPTED GIPDEP PANS SHALL UTT A- 19 ROOF SHEATHING ATTACHMENT SHALL BE 8d COMMON NAILS OR tlxj BOX NAILS AT 6'O C AT Three Second Gust Wind Speed(mph) 65 90 100 110 130 130 140_ ISO �d�`�` I0 s 3 3 3 s 1 3 3 s 4 1 I 6 4 a I COL C � � CATALOG) EDGE SUPPORT OF PANELS AND 12"O C AT INTERMEDIATE SUPPORTS EXCEPT AT PERIMETER ReOfs Span Floor RIDGE POST Roof Pitch Pan Number of lld Camalon Nmis or 10d BOX its m E End of 1-1 ri"Srop y' m 12 6 4 4 3 6 4 4 3 6 4 4 3 a 5 5 4 ZONES(4 FEET OF PERIMTER EDGE OF THE ROOF.INCLUDING 4 FEET ON EACH SIDE OF THE ROOF (n 14 6 4 4 3 7 s 4 4 7 5 s 4 9 6 5 s (SEE PLAN) PEAK OR HIP)IN WHICH CASE NAILS SHALL BE AT 6"O.C.AT INTERMEDIATE SUPPORTS 12 2 2 2 3 3 4 4 s 16 7 5 5 4 7 S 5 4 a 6 s 4 10 7 6 s COL + B(`I COL LC 20 WALL SHEATHING ATTACHMENT SHALL BE 8d COMMON NAILS OR tOd BOX NAILS AT 6'O.C.AT EDGE 16 2 23 s 4 s 6 7 2 1 I I 1 1 t 1 I z I l I z 1 1 1 r -- - BUTT LINE WITH 20 2 3 3 4 5 6 7 s 4 2 2 2 1 2 2 2 1 3 2 2 2 3 2 2 2 Yg"MIN GAP SUPPORT OF PANELS AND 12"O C AT INTERMEDIATE SUPPORTS ALL WALL SHEATHING SEAMS TO Roof.Ceiling and 'MAX GAP s 12 ±4 ] 7 4 5 6 7 9 3 2 2 2 I 2 2 2 4 3 2 2 0 3 3 2 ), BE FULLY BLOCKED m SIDE VIEW FRONT vlEw a 4 3 3 z 4 1 3 2 6 3 3 3 S 4 3 3 INTERSECTING DETAIL:TYPICAL POST CAP AT END ECC06X 21 PROVIDE 1/2"DIA HOT-DIPPED GALVANIZED ANCHOR BOLTS CONNECTING SILL PLATES TO 29 3 4 s 6 7 a Caner 10 5 3 3 3 5 4 3 I 5 4 4 3 7 s 4 4 32 3 4 s 6 a Bearing COL +B MEMBER WIDTH ( ) MASONRY OR CONCRETE FOUNDATION WALLS.EMBED ANCHOR BOLTS MIN.7'INTO CONCRETE 36 s 4 6 7 y Float 12 6 a .( 3 6 4 4 3 7 s 4 4 a s s a C VARIES SEE PLAN OR FULLY GROUTED CMU PROVIDE SIMPSON BP 1/2-3 BEARING PLATES ANCHOR BOLTS SHALL BE 14 7 s 4 4 7 s 4 4 8 s s 4 9 6 6 s COL LC 12 1 2 2 2 3 3 4 4 16 8 S S 4 a S S 4 9 6 S S 10 7 6 5 LOCATED AT 8'-0'O C MAX AND WITHIN t2"OF CORNERS.EACH SILL PLATE SHALL HAVE MIN.TWO 16 2 2 2 ) 4 4 s 6 � �, BUTT LINE ANCHORS 2 2 1 1 1 2 1 1 1 2 1 1 t 2 2 1 1 6" 6" t� 4.12 24 2 3 3 4 S 6 7 8 Roof,Calling, 6 3 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 i0'MIN GAP 6" 6" Y2"MAX 28 3 ) 4 5 6 7 a 9 and Two 8 6 4 4 3 6 4 4 3 6 4 4 3 7 5 4 a DETAIL:TYPICAL 3-WAY GIRDER COLUMN CAP GAP W Table 3.1 Nailing Schedule 32 3 3 4 5 7 a 9 Cleat span to 7 s 5 4 8 5 5 4 a 5 5 4 a 6 5 4 _ 36 1 3 4 1 S 6 1 7 1 9 1 Floors 12 9 6 5 S 9 6 6 5 9 6 6 5 10 7 6 s 'ALL INTERRUPTED GIRDER SPANS SHALL ELUTT AT RIDGE BEAM _ Numberof Number of 16. 1 2 2 2 3 3 4 a 16 12 a 7 6 12 a 7 6 12 8 8 6 13 9 8 7 COL C COL LC 12 1 1 I 2 2 ) l 3 l4 10 7 6 S 10 7 6 5 11 7 T 6 I1 8 7 6 _ Joint Description Coaurmrs Nails Box Nai4 11v7 spacing (SEE PLAN) ` 20 2 ? 2 3 ) 4 S 5 ' Jack stud requirements are based on a roof span(W)of 36 fed For other roof spans,the tabulated number of jack studs requited at each cod of the header COL +BLA shall be multiplied by(R'+12)08. C BUTT LINE WITH ROOF able 3 4A)DCG S 12 24 2 2 3 3 4 s 6 6 t Where the number of k studs equals als I,the header shall be MIN GAP Raper to T Prate Toermnk Jac 4u permitted ro be supposed by a fhamiog anchor uodncd ro the hip-hnght wall stud. � � CCO6 X POST CAP 01m ( ell (see Table)4A) (ace Table 3.4A) per ratkr 2a 2 2 1 4 S 5 6 7 r An equivalent number of full height studs arc permitted to replace iack studs.when adequate gravity connections are prw4dod. Y2"MAX GAP Q CelingJoisttoTopPlate(Rue-'nailed) (see Table34A) (seerable3.4A) perjoist 32 2 3 3 4 5 6 7 a PER RIDGE/POST uaTER,ECTIN, DIMS.(SEE MFTR Ceiling JoistLps0erPaita(Face-rotkd) (see Table3.9A) (see Table ISM each lap 36 3 ; 4 S 6 7 a COL.+B MEMBER WIDTH CATALOG) Q "� Ceiling loist(after(F eniuoro(Faccaoiled) (sea Table3.9A) (see Table 3 9A) cub rdc 12 1 1 2 2 2 2 3 3 C VARIES SEE PLAN RIDGE POST(SEE PLAN) L CnllarTketoRaer(Fa-emit) (see 2-3d A) (see Table Ind petit Table 3.23C Full Height Stud Requirements for Headers or Window Sill Plates in m Dlwlmnoto Raller(Toe•nalcd) 2•Sd 2-Ind each eel 16 1 2 2 ± 3 3 4 4 Run Board to Rafter(Erid-not'`°) 2.16d 3-16d catch end so 2 2 2 3 3 4 4 s Exterior Walls Resisting Wind Loads-Exposure B&C I. WAI.LFRAMING 6:12 24 ± 2 l 3 4 4 5 6 ' per foot 28 2 2 3 4' 4 5 6 7 Wall Stud Spacing(in.) 6" TopPlatetorapPlsto(Faceawkd) 2-16d' 2.16d DETAIL:TYPICAL 4 WAY GIRDER COLUMN CAP Top Po St at(m ere-u3som(Fueaiailed) a-I6d 5-16d jtnats-each side 32. 2 ] 3 4 S 6 7 a 2 SmdroSatd(Faccauled) 2-I6d 2-I6d 24'os. 1- 16 24 Header to Header(Fxe-mtkd) 16d 16d Woaa 36 2 3 4 4 S 6 7 8 Number of Full Height Stud Required at Each FRONT VIEW SIDE VIEW LU 12 1 .1 1 2 2 2 3 1 Ikadaspao(ft) End of the Header' "ALL INTERRUPTED GIRDER SPANS SHALL ELUTT AT J Top at Bottom Plate to SPA(Esdatailed) (see Table3JA (ace Table)SA) per stud 16 1 12 2 2 1 3 4 2 1 ( ) COL C DETAIL:TYPICAL MIDBEAM POST CAP(CC06X) CC 0 Bottom Plate to Floor joist.Beadjoist,Ermdpiv or 2-l6d'a 2-I6d'' foot '"0 2 2 2 3 3 3 4 5 2 I 1 FLOORFRA.NiMG Pet 7.121_12 24 2 2 3 7 a S 3 3 8loduag(Faccauled) 6 3 2 28 2 ± ) ) 4 S S 6 g 4 ) 2 2x CONT NAILER MIN ATTACHED W/ O 32 ± 3 4 4 S 6 7 to 5 4 3 t1" SELF-TAPPING P A F.®9"0 C Joidg;st ngt Sill,Top Cro orGkder(Toe-mind) 4-Rd 4.Iod 36 2 3 3 4 $ 6 7 8 12 6 5 3 (T�) 12"MAX. 4" F F STAGGERED W/lY4"EDGE DIST Bridging to Joist2-ad 2.10d t amid u Blocking lo Jam(Eoe•nnled) 2-ad 2-IOd �,end Tamed connection roquiromeras doll be permitted to be multiplied!by 0.75 for g not located uaploa B feu or building 14 7 6 4 Blocking to SDI or Tap Plate(roo-mike) 3-16d 4-16d eachibbcc a«acm 16 i 6 4 2"MIN. Ledger Strip to Beam awl(FaeeetO 3-16d 4-16d Cidl joist r Tabulated ridge connection foods assume a building lowed in Exposure C l The number of full beighl studs required at each end of the 2}t MIN • • Joist on Ledger to Beams(Toeauuiled) 3.8d 3-10d per joist s Tabulated connection sequiremems an.baud on teal uplift admits o 6 of the mof assamb(y dead load(0.6 x 10 pan. header shall be permitted to be reduced in accordance vnib • • FN D OF TJI FLOOR � M Band Joist to Joist(End-nailed) 3-16d 4. per jp(st 4 ridge�P sp�tio.�iP�the line mmcnts of Section 3A.I A.2 and Table 3 23D Y2 MEMBER JOISTSaa= J W 2 MIN. Dand Joist to Sin or Top Flue(roe-railed) 2-16d' 346d per foot Tabulated connective by o req preafrdt arc based on n 12 inch ridge strap spadgg,for dilktaht rid 2"MIN N tabulated values by die approprlste rmdtipber below. SIMPSON LBV TOP R00FShrnAT1HJNG rL FLG HGR • Ridge strap spacing(dn) 12 16 193 24 sat �i;Peat. ad Ind (scelrabk3.10) Multiplier 100 �30 1 160-1 Loa 4.00 Table 3.24C Jack Stud Requirements for Headers in Interior Loadbearing Walls W Diagonal Board Sheathing Fii l'>cb"or 1"ue8" 2-ad 2-IOd When the tabulated mrober of oaih required In cads tad of the strip St equal to 1 and the fuming h afnched in accordance with t"lt I0-or vrdda 3 Bd 3•IOd nPl Tabb 1 1,the ridge strop and additional nating n era rigwted P` 4 W hen a collar do Is used in lieu of a ridge strop,the number of Ind commas mils regldred do each and of the collar tie tiered rot Roof Span(R) WF BEAM CEILING SEWATMG. acted the tabulated number of Sd common nails m a steel stop,or tier number of 12d boa cols in each and of the collar ere 12 24 36 Gypsum Wallboard sd reokrs Sd eoo(ero 7' need as exceed the tabulated number of IOd boa nails In a sled snap [leader Width T edge/lo-rndd DETAIL:STEEL BM WITH NAILER AND LEDGER WALL S31EATptIYC r 1-1/4-20 pge ridge strap shall be of ASTM A653 grade 13 sued or egmvalent ]' 4S' S" 6' 3- 4.5- S" 6" 3' 4 S. S' 6- 2-za 4 4•Za -2a 2a 4-2x 2x 2x 4 2a T . Cl Structural Pands 8d lod (see Table ASSEMBLY A ASSEMBLY B ASSEMBLY C FiberbaadPands Top Plate Splice Requirements for Wind-Exposure B&C- 11 Other Cases HndaSuppomng Header Number oflxkStudsRequiredatEachEndoftheHeadoru 7/16' 6d' 3"edge/6-field 2S/3±" ere` 3•edgeJ6"(add Span(it) 25312 SDS25412 SDS_5600 r oYDsroa Wallboard B'n4lerg a+'ca�'(k) Minimum splice L.Vh(&J" 2 1 1 1 1 1 1 1 1 1 1 1 1 i 1"tE D A DETAIL:TYPICAL JOINING MULTIPLE LVL MEMBERS ` R Hardboard coolers Sd TweT Table 3.11) 12 2 a 1 1 1 h 1 1 1 1 1 I I 1 *FASTENERS SPECIFIED ARE SIMPSON STRONG-TIE particleboard Panels Sd lid 8d (sesce martu 3.rq 16 3 6 1 f I l I 1 1 I 2 1 1 1 BEGIN BOLT TYP,BOLT PATT ( � ) one Floor only 8 1 I I 1 2 1 1 1 2 2 2 1 STRONG-DRIVE SCREW STAGGERING ®EA END U 0 N � 4 5/8"THRU BOLTS®12" Diagonal Board Sheathing 24 4 (Canter Bearing) 10 1 I ) 1 2 2 1 1 3 2 2 2 *STAGGER SCREWS ON OPPOSITE FACES STAGGERED(EXCEPT AT ENDS is s 12 1 1 I 1 2 2 2 I 3 2 2 2 SEE ELEV.) a 0 a 2Y2-MIN I--orlSt" 2.8d 2-10d persupport 32 6 la 2 1 1 1 3 2 2 2 4 3 3 2 .4 •v('- l"xl0-atvider )-Sd 3lOd Per>uPPott (3)13/4"LVL W/(2 END OF 0 7 16 z t I 1 3 2 2 2 • 3 3 2 MEMBER L� Ft00RSREATNINC 4o s 2 1 1 l 1 1 1 1 1 2 1 ! I FLITCH PLATES. Stnrettiral Panels sat 10 4 1 t 1 1 2 1 1 1 3 2 2 2 0 0 0 I'or less ad lod 6"edge/lz"ridd 60 11 SEE PLAN FOR 6 : ( I 1 3 2 2 2 1 y 2 2 214"MIN. greatertlmnl- tOd I6d 6-edge/6-feld 70 14 Two Floors 8 2 2 1 1 3 2 2 2 S 3 3 3 SIZES 12" 12" 3° 2Y2"MIN * f + Diagonal Board Sheathing so 16 (Center Scaring) 10 2 2 2 1 4 3 3 2 6 4 4 3 t 7c6"or 1"sat" 2-Rd 2-IOd per support 17kto-orwidet IIld 3•1 0d Tabutood TYP TYP J'R support spice teigdn assume ror phte•to-tap plate wireniaa ulna 2�I6d 12 3 2 2 2 5 3 3 3 T $ 4 4 J ' Nailing requirements ace based on well sheathing nailed 6 inches on-ccater at the panel edge.If wall Sheathing a nailed 3 inches enaa:aler at the nub Per foot For stoner Splice lceaths.the sail Spacing shad be reduced in order 14 3 2 2 2 5 4 3 3 9 S S 4 r DETAIL:TYPICAL FLITCH BEAM ASSEMBLY s,robro,deSplice vigilis stinc or-_a. 16 1 3 2 2 6 4 4 ) 9 6 s s 'ALL BOLTS SHALL CONFORM TO NDS STANDARDS panel edge m obtain higher slrar eapauties,nailing requirements for structural members shall be doubled.or altemata eamectort such a shot m Ta4itaicd splice kriakhs assume•buadiiia lo4atod m Eapomre B m G Where else number of ten studs e T r _ Plates.shall be used ro continuous the bad path, r i j equals 1,the header shall be perridned to be supported by a framing anchor anac od to dui full ' When wall sheathing is cmainuous over connected rm7ribea,Ilse tabulated samba of mile distil be permitted to be reduced ro 1-I6d nail per foe. Tap platers stain be a miarm•m of stud grade msnenW. heght atoll stud ' Corrosion resistant I I gage roaring nails and 16 gage staples ate Permitted,check rBC for additional requirements, r n-e nxLa=+s t to st+ 100 An equnvakm number of((all height studs arc permitted to replace jack studs,when adequate gravity connections are provided 2°MAX. O Table A-3.48 Uplift Strap Connection Requirements-Exposure C ,z" �TYPICAL SEE HANGER LOAD 371 Q :: (Roof-to-wall,Wall-to-Wall,and Wall-to-Foundation) TRANSFER FASTENER tY2"MIN. � .- SCHEDULE FOR (Prescriptive Altemative to Table 3.4) REOUIREMENTS - -------------- -- -- - - -- --- WF BEAM SEE PLAN 3 MIN . • • • • Dead Load Asssmtptions:RooACnitug Assembly DL=15 psf - (3)1�a"x 1 17i(;"LVL • • • • • • • NOTE: GIRDER ..TOP PLATE 3"MIN a ISSU R: CONTRACTOR SHALL Three Second Gust Wind s ( h) 85 90 too 110 120 130 14o ISO ALL EXISTING STRUCTURAL 1 MIN • STAGGER FASTENERS IN 2 ROWS PROVIDE CONN DETAIL PERMIT �"STL PLATE COL FOR REVIEW PRIOR TO tiN CAP CONSTR.IF NOT INFORMATION IS ASSUMED BASED LEDGER Z / ISSUED DATE: Roof Span .lumber of Sd Common Nails or IOd Box Nails (V- N •NOTES ^ � � FmmingSpxmg(in) era,, UPON FIELD OBSERVATION AND � � W W I ROWS�4••A 3_5 SHOWN SPEC'D ON DWG 00 a Each Etd'of 1-114"x 20 gage strap w F 1.VERTICAL PLACEMENT OF BOTTOM ROW OF �1� BOLTS WILL BE VERIFIED IN THE FIELD 1 O 12 1 1 2 2 3 3 4 4 0 0 0 0 0 0 Z FASTENERS FROM TOP OF LEDGER TO BE 5.5"MIN 2 21 22 BY THE CONTRACTOR AND FOR 2x8,6.5'MIN FOR 2x10,AND 7.5"MIN FOR 2x12 - 16 I 2 z 3 3 4 4 s ARCHITECT DURING THE o 0 0 OJ41 3/18 zo 2 2 2 3 3 4 5 6 DEMOLITION PROCESS. 2 FOR 2x8 LEDGERS,MIN PLACEMENT OF BOTTOM 12 24 2 2 3 3 4 5 6 6 CONTRACTOR SHALL NOTIFY FASTENERS MAY BE REDUCED TO 4.5"IF LAG 3/160 STEEL SIZE VARIES DETAIL:TYPICAL HGR.CONN.TO MULTIPLE LVL MEMBER v z REVISION DATE: REVISION NO.: 28 2 2 3 4 4 s 6 7 ARCHITECT IMMEDIATELY 2"MIN. LAG SCREW OR BOLT 0 SCREWS ARE USED OR BOLT SPACING IS REDUCED PIPE COL 0 VARIES SEE PLAN •FASTENERS/HANGERS SPECIFIED ARE SIMPSON STRONG-TIE 32 2 2 3 4 5 6 7 s OF ANY DISCREPANCIES WITH TO THAT OF LAG SCREWS TO ATTACH 2x8 LEDGERS SEE PLAN *STAGGER SCREWS ON OPPOSITE FACES 36 2 ] 3 4 6 7 9 THE EXISTING CONDITIONS TO 2x8 BAND JOISTS. 'REFER TO MFTR CATALOG/TECH.BULLETIN FOR STAGGERING 12 2 2 2 3 3 4 3 5 OPTIONS 16 2 2 3 3 4 s 6 6 DETAIL: PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS HANGER LOAD TRANSFER FASTENER SCHEDULE 20 2 2 3 4 4 5 6 7 16 24 2 2 3 4 5 6 7 a PER IRC FIGURE R507 2)(1) HANGER NO PLIES NO.FASTENERS FASTENER 28 2 3 a $ 6 7 a SDWF CONNECTOR AT 40"0 C HU 1 75 DBL 8 SDS25312 33 2 3 4 3 6 8 9 4•man a 12'M.,,-- SSPl 75 TPL !0 SDS254t2 ®EACH STUD - upper-on AT ALL EXTERIOR WALLS HILTI KWIK BOLT III 36 3 ] s S 7 8 - 1.75 QUAD 12 SDS25600 STRUCTURAL bottom plate spike ssw.n Y2"O EXPANSION BEAM and ANCHORS W/6"MIN HHUS 1.75 DBL 12 SDS25312 LSTA STAP EVERY OTHER RAFTER • 175 TPL 16 SDS25412 NOTES lyi STRAP EMBED (TYP) 32"0 C SEE TABLE FOR NUMBER OF ITS ouAD t8 SDS25600 CONNECTORS WHICH WILL DETERMINE LENGTH 3/�18' tl"nett"RK"BASE HGus 175 DBL 22 SDS25312 2/ - �; PLATE TYP 175 TPL 30 SDS25412 END - / n DISTANCE 1 HGU I75 DBL 30 SDS25312 fl ROOF RAFTER(SEE \ a a PLAN) s 4 4 V 1 4 SCHEDULE-HANGER LOAD TRANSFER O e • 1'Min. H2.5 CLIP EACH RAFTER(ONE MIN) • • ° • • a • 'SCHEDULE IS FOR 9 25"-14"LVL'S(EXCEPTION 9 25"-9 5" Lo•e.-at LVL N/A FOR HGU) top po to C � DOUBLE TOP PLATE sake sna.n 'STAGGER SCREWS ON OPPOSITE FACES 'REFER TO MFTR.CATALOG/TECH BULLETIN FOR STAGGERING 4•a. OPTIONS R -71 j FTG SIZE+NO REBAR VARIES- - SEE PLAN/SCHEDULE FOR INFO DETAIL TYPICAL RAFTER TO RAFTER TENSION STRAP(SSP) DETAIL:TYPICAL RAFTER TO TOP PLATE(H2 5) DETAIL TOP PLATE STUD TIE(SSP) DETAIL FLOOR TO FLOOR CONNECTION(SDWF) DETAIL TYPICAL LVL/WIDE FLANGE GIRDER TO COLUMN 03 OF 04 DEMOLITION NOTES DOOR SCHEDULE Evan Sakofsky 1 ALL DASHED ITEMS ARE TO BE REMOVED TYPICAL CONFIRM WITH OWNER PRIOR DOOR NO TYPE DOOR LEAF SIZE . LOCATION • MANUFACTURER MATERIAL NOTES TO DEMOLITION ANY ITEMS THAT ARE TO BE SALVAGED FOR RE-USE WIDTH HEIGHT THICK A R C H I T E C T 2 DASHED WALLS ARE EXISTING WALL STRUCTURE TO BE REMOVED TO THE 101 A DINING ROOM 5'3',' 6'10 3�' 1 39" ANDERSEN 400 SERIES PAINTED PINE&VINYL CLAD EXTENT REQUIRED FOR THE NEW DESIGN COORDINATE NEW OPENINGS IN THE EXISTING WALL.TYP *NOTE EXTERIOR DOORS ARE PROVIDED AS UNIT FRAME SIZE 3 ADEQUATELY BRACE AND PROTECT ALL WORK DURING CONSTRUCTION AGAINST DAMAGE BREAKAGE.COLLAPSE.DISTORTIONS AND MISALIGNMENT ACCORDING DOOR TYPES: 11 Berkley Lane TO APPLICABLE CODES.STANDARDS AND GOOD PRACTICE. REMOVE EXSTG CABINETRY. SALVAGE EXSTG DISHWASHER Rye Brook•New York FINISHES THROUGHOUT 4 DEMOLITION DRAWINGS ARE DIAGRAMMATIC CONTRACTOR SHALL BE APPLIANCES.FIXTURES.FITTINGS.8 Y PROVIDE CASING TO MATCH EXSTG HOUSE 10573 RESPONSIBLE FOR DEMOLISHING ALL THAT IS REQUIRED TO PERFORM THE \ / % PROPOSED SCOPE OF WORK \\ f( I NOTE: ALL NOTED EXISTING STRUCTURE IS BASED UPON FIELD - OBSERVATIONS FIELD VERIFY AND NOTIFY ARCHITECT DURING DEMOLITION � '� r��I000,11, IF FIELD CONDITIONS VARY FROM ASSUMPTIONS J -�-----------J---a-- -- Ft. SA C III � I � I I ,,�•-�, r� r 1 I I I j REMOVE EXSTG FLOORING ( — I I DOOR SCHEDULE NOTES N � a: — 1G,J 1 DOOR HARDWARE TO BE PURCHASED THROUGH DOOR MANUFACTURER 7 EXTERIOR DOORS SHALL HAVE COPPER PAN FLASHINGS. O Z I I 2. PROVIDE TEMPERED UNITS WHERE REQUIRED BY CODE 8 EXTERIOR DOORS SHALL HAVE WEATHERSTRIPPING. 0,37180 I 3 PROVIDE DETAILED SHOP DRAWINGS AND CUT SHEETS FOR APPROVAL BY ARCHITECT 9 EXTERIOR PATIO DOORS SHALL HAVE SCREENS BY DOOR MANUFACTURER L J PRIOR TO ORDERING DOORS. REMOVE EXSTG WALL AND DOOR; ___ L 4 SEE ELEVATIONS AND PLANS FOR ALL DOOR DESIGNATIONS.DOORS ARE DENOTED V tl TEMPORARILY BRACE EXST'G IN PLAN UNLESS NOT VISIBLE IN PLAN IN WHICH CASE THEY ARE KEYED ON THE N CEILING AS NEEDED ELEVATIONS. SALVAGE EXSTG REFRIGERATOR 5 EXTERIOR DOORS SHALL MEET ENERGY STAR GUIDELINES FOR NORTHERN ZONE, 6. VERIFY ALL EXISTING DOOR SIZES. -� z REMOVE EXST'G CABINET W CEILING&ELECTRICAL PLAN SYMBOLS GENERAL ELECTRICAL&LIGHTING PLAN NOTES —-- W -- SALVAGE EXSTG OVENS 1 IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO PROVIDE A LIGHTING SYSTEM O# RECESSED DOWNLIGHT,NUMBER INDICATES FIXTURE TYPE WHICH IS COMPLETE AND OPERATIONAL INCLUDING ALL MATERIALS AND EQUIPMENT Q DEMOLITION PLAN NECESSARY TO ACCOMPLISH THIS INTENT SUBSTITUTIONS TO SPECIFIED LIGHTING AND CONTROL EQUIPMENT SHALL NOT BE PERMITTED WITHOUT PRIOR REVIEW AND APPROVAL BY THE OWNER I--O,v WALL MOUNTED LIGHT FIXTURE,NUMBER INDICATES FIXTURE TYPE 2 SWITCHING AND CIRCUIT LAYOUT IS SHOWN FOR CONTRACTOR REFERENCE ONLY.FINAL J SWITCH LOCATIONS,LAYOUT,AND LIGHTING CIRCUITS SHALL BE VERIFIED IN THE FIELD WITH THE OWNER Hill J 3 APPLICABLE REQUIREMENTS OF THE CURRENT NATIONAL ELECTRICAL CODE(NEC)AND STATE CEILING MOUNTED LIGHT FIXTURE,NUMBER INDICATES FIXTURE TYPE AND LOCAL CODES SHALL GOVERN AND DETERMINE THE MINIMUM STANDARD OF WORK IN THE O EVENT OF CONFLICT BETWEEN THIS DRAWING AND THE APPLICABLE CODE,THE CODE SHALL CONSTRUCTION PLAN NOTES PREVAIL AND THE INSTALLATION SHALL BE MADE IN CONFORMANCE WITH THE CODE. 4 ELECTRICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL LIGHTING EQUIPMENT O 1. APPUANCE WATER LINE:PROVIDE TO REFRIGERATOR&FREEZER FOR ICE CONCEALED UNDERCABINET LIGHT FIXTURE,NUMBER INDICATES FIXTURE TYPE WITH THE GENERAL CONTRACTOR AND ANY APPLICABLE SUB-CONTRACTOR(I.E.FRAMING, AND WATER MAKERS MECHANICAL,CABINETRY,ETC.)PRIOR TO ROUGH-IN. 2. EXHAUST HOOD:PROVIDE VENT TO EXTERIOR FOR RANGE HOOD 5 ALL FIXTURE LOCATIONS TO BE VERIFIED AFTER ROUGH-IN INSTALLATION,PRIOR TO DRYWALL, COORDINATE WITH FRAMING AND CABINETRY AS REQUIRED TO HIDE DUCT f�PROVIDE GFCI RECEPTACLE WHERE INDICATED BY ARCHITECT AND/OR OWNER.IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR CC cc PROVIDE MAKEUP AIR AT A RATE EQUAL TO THE EXHAUST AIR RATE FOR �GFf GROUNDED DUPLEX WALL MOUNTED RECEPTACLE THRU THE GENERAL CONTRACTOR TO COORDINATE THIS EFFORT.THE GENERAL CONTRACTOR MM HOOD SYSTEMS CAPABLE OF EXHAUSTING GREATER THAN 400 CFM AND/OR ELECTRICAL CONTRACTORS SHALL BE HELD RESPONSIBLE FOR MOVING FIXTURES W 3. BUILT-IN CABINETRY. NEW INSTANT HOT WATER SYSTEM DURING FINAL LIGHTING INSPECTIONS IF THIS PROCESS DOES NOT TAKE PLACE. J m 4. STONE COUNTERTOP. 6 CONTRACTOR SHALL PROVIDE ELECTRICAL OUTLETS AS REQUIRED BY CODE AND S. NEW WOOD FLOORING:NEW WIDE PLANK WOOD FLOORING.REVIEW RE-INSTALL EXSTG DISHWASHER GROUNDED DUPLEX WALL MOUNTED RECEPTACLE WITH DUAL USB RECEPTACLES: ADDITIONALLY AS SHOWN ON THIS PLAN OUTLETS SHOWN ON PLAN ARE IN ADDITION TO FLOORING SPECIES AND FINISH OPTIONS WITH OWNER. P1 2 LUTRON CAR-I5-UBTR OR APPROVED EQUAL THOSE REQUIRED BY CODE W 7 THE GENERAL CONTRACTOR AND THE ELECTRICAL CONTRACTOR ARE RESPONSIBLE FOR GENERAL FLOOR PLAN NOTES REVIEWING THE INFORMATION OF ALL OF THESE PLANS IF THERE ARE ERRORS OR OMISSIONS SWITCH;ALL SWITCHES TO BE LUTRON DIMMERS,STYLE TO MATCH EXISTING HOUSE OR QUESTIONS CONCERNING THESE PLANS PLEASE CONTACT THE ARCHITECT FOR 1- INSULATE ALL WATER SUPPLY AND DRAINAGE PIPING IN WALLS AND CEILINGS WITH I_J I STYLE,SWITCH TYPE TO BE COMPATIBLE WITH LIGHT FIXTURE REQUIREMENTS CLARIFICATION NEOPRENE TO PREVENT CONDENSATION AND FOR SOUNDPROOFING 4 TRASH 30•SINK OW 4 EXS G _ T 2 ALL MECHANICAL.ELECTRICAL.AND PLUMBING SHALL BE PROVIDED PER CODE PROVIDE 3 WAY OR 4-WAY SWITCH WHERE INDICATED 3 ALL FIXTURES AND FINISHES TO BE VERIFIED BY OWNER ' 3s•GASRANGE LAUN LIGHT FIXTURE SCHEDULE 4 ALL MECHANICAL.ELECTRICAL.AND PLUMBING SHALL BE DONE ON A FULL•DESIGN I_ Li ! w a EXHAUST HOOD p PAN RY Y w RECESSED UNDER CABINET PLUG MOLDING;LEGRAND 2000 SERIES GFCI, 1.DECORATIVE FIXTURE CEILING OR WALL SURFACE MOUNTED FIXTURE PROVIDED BY OWNER BUILD•BASIS AND PROVIDED PER CODE AND AS INDICATED ON DRAWINGS � RENOVATED I9 N Qpc= 5 INSTALL APPLIANCES AND PLUMBING FIXTURES AS INDICATED ON PLANS INCLUDING r >—� �� J=a j N u- JUNCTION BOX SHALL BE CONCEALED WITHIN CABINET OR WALL AND INSTALLED BY G C. ASSOCIATED PLUMBING AND ELECTRICAL REQUIREMENTS i I R uj DINING ! _ KITCHEN cn o 6 PROVIDE CUSTOM CABINETRY AND MILLWORK AS INDICATED IN PLAN I((I ROOM '�� "v W a ' 2.LED RECESSED DOWNLIGHT.TECH LIGHTING"ENTRA CL"ENCL3R 3'ROUND WITH FLANGED 1—— F-U) FIXED TRIM.12 WATT.800 LUMEN 90+CRI OUTPUT WITH 3000K-1800K WARM DIMMABLE CCT SEAL: 7 PROVIDE STONE COUNTERTOP WHERE COUNTERTOPS ARE INDICATED SEE 101 _j O--- �LL a/ INE 3 4 ALLOWANCES cn I•_ I I co= LER I O O 00, , EXISTING RANGE,PROVIDE COMPATIBLE DIMMING DRIVERS FOR 5%DIMMING;OR APPROVED EQUAL. I� W —ASSUMED IX M.V I F P.R. a 3.LED UNDERCABINET LIGHTING:ALLOY LED VARIEN 5.5 DIM-TO-WARM LED TAPE LIGHT WITH SURFA 6 SURFACE MOUNT HOUSING;3000K COLOR TEMPERATURE;315-348 LUMENS PER FOOT, STRUCTURAL POST SCHEDULE 5 I Mw I PROVIDE ALL CONNECTORS AND MOUNTING ACCESSORIES NECESSARY FOR COMPLETE NEW ISLAND DRAWER O INSTALLATION,TAPE LIGHTING SHALL BE CUT TO FULLY FIT THE LENGTH OF UNDERCABINET P1-3 YZ x 5','PARALLEL STRAND LUMBER(PSL)POST T (2)7'a'LVL ry x s 0' — 5 SPACE � I UPSET _ — FRIDGE Q i I I l i l GENERAL STRUCTURAL NOTES NEW I I I I ! I I 1 Bi r_T iN l_-----•? N�` I LI_I_ 1. ALL NEW 2x WOOD FRAMING MEMBERS SHALL BE DOUGLAS FIR-LARCH NO 2 I I I W vi 3-4" 3-71" —A—� INSTANT HOT WATER, 2.ALL NEW LVL SHALL BE 1/,"THICK AND MINIMUM 2 OE 2 F S2 U- 3 \�— PROVIDE POWER AS REQUIRED 3 ALL NEW POSTS SHALL BE SUPPORTED DOWN TO BEARING STRUCTURE USING I p N O_ ASSUMED EXSTG A POST OF EQUAL STRENGTH/SPECIFICATION VERIFY LOCATION OF EXISTING N�S 0 JOISTS.V.I.F. UP FOUNDATION WALL AND FOOTINGS AT NEW POST LOCATIONS INDICATED ON I I ¢ U P1 3 3 GFI GFFI GR GFI 3PLA I 4 MULTIPLE 2x WOOD MEMBERS SHALL BE LAMINATED WITH NAILS PER THE NEW 3• \\ � ISSUED FOR: REQUIREMENTS OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD BUILT IN I i I �\ DW / CONSTRUCTION. GAS RANGE / ,.r PERMIT 9 EXHAUST HOOD 5.MULTIPLE LVL MEMBERS SHALL BE LAMINATED PER MANUFACTURER'S ---- — — SPECIFICATIONS. CZ � \0 >02 L— 6 ALL LVLS TO BE UPSET/FLUSH WITH FINISHED CEILING LI N O.OR IN WALL I�` I � _-— / ISSUED DATE: I / CAVITY > 2.21.22 7 USE SIMPSON HEAVY DUTY HANGERS AT ALL FLUSH LVL BEAM CONNECTIONS I - --= 8 PROVIDE SIMSPON CC CAP AT POSTS SUPPORTING BEAMS FROM MORE THAN I I W:NE ONE DIRECTION. EXSTG I �\ cooLER ! ,2 + REVISION DATE: REVISION NO.: GARAGE EXSTG I� NOTE' FAMILY ROOM w I 8u ' Mw� I ALL EXISTING STRUCTURAL INFORMATION IS ASSUMED BASED UPON FIELD DRAWER OBSERVATION AND WILL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND V1 I I I ! ! I I I I ARCHITECT DURING THE DEMOLITION PROCESS CONTRACTOR SHALL NOTIFY �\ b FRIDGE I I I I I I I ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES WITH THE EXISTING CONDITIONS i L_ REPLACE EXSTG- o ` �O� '_O� RECESSED LIGHTS 2 2 2 ` PLANS IN PLACE 2 �EX EX FL 1�4 V r 2 PARTIAL FIRST FLOOR CONSTRUCTION PLAN ELECTRICAL&LIGHTING PLAN 3 ,4 04 OF 04 Evan Sakofsky ARCHITECT 11 Berkley Lane Rye Brook•New York 10573 516.314.1385 Y EXISTING SECOND FLOOR O V w }. III I I II II I-I III z > REMOVE EXST'G WINDOWs 11rTTJ���TTJ7�I F==- [:]E:l E:1 El aF-11 Q � w -==9 � Z EXISTING FIRST FLOOR r-------� ❑]LI ❑❑ DO E-J J w E]EI ElW J �L 1. REMOVE SECTION OF EXST'G FOUNDATION-� O STEMWALL TO ACCOMMODATE NEW DOORS CC 2 (D;DEMOLITION SIDE ELEVATION O 1-0' S L REp INC -' inAR w m W C� � R• S''4k �� W SEALs r 01 03 7180 F � OF NE Village of Rye ISSUED ISSUED FORT EXISTINGSECONDFLOOR -- - Aroh�e� �ra. .Brook PRICING �v "Board NEW PAINTED CASING TO MATCH EXS Approval��t�; � b �s�Eo pATE� T'G HOLE +•...,,_ 1, c Chairman: 2 c�Z 3.04.22 NEW FRENCH DOORS;SEE SCHEDULE 00EIDE]EIE] ❑ Mac, REYISlON pATEi REVISION NO.e 1:1 E:1 1:1 El El El Ak- Qcz-, OL EXISTING FIRST FLOOR El D El EJ D El ~'-•�"'^'�--;� ~~�' 1-1E]EIE1 LIE11 11 1 R DEMOLITION& CONSTRUCTION ELEVATIONS 2 SIDE CONSTRUCTION ELEVATION D E E 0 W MAR ) 6 2022 VILLAGE OF RYE BROOK A�2 13UILDING DEPARTMENT 05 OF 05