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O Z W W OY .w a _ — W z o � o � Bd 19 Q � LL 1.0 � �4 I .d BUILDING DEPARTMENT VILLAGE OF RYE]BROOK D E C IE W IE 938 KING§TItEET RYE Bltdc NY 10573 (91,4) -0668 AUG 10 2023 www. ok,or VILLAGE OF RYE BROOK FOR OFFICE USE ONLY: ' J'Approval Date: SEP 2 ermit# Application# Approval Signature: : ARCHITECTURAL REVIEW BOARD: Disapproved: = Date: BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# Other: Application Fee: tyermit Fees: = EXTERIOR BUILDING PERMIT APPLICATION Application dated: 08/01/2023 is hereby made to the Building Inspector of the Village of Rye Brook,IVY,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:30 Argyle Rd 2. Parcel ID#: 135.52-3-33 Zone: R-7 3. Proposed Improvement(Describe in detail): Addition over existing screen porch foundation. Second floor addition over existing first fl. Alteration and renovation of existing house. 4. Property Owner: Kristina R Frank Nunziato Address: 30 Argyle Rd, Rye Brook, NY 10573 Phone# Cell#914-305-2405, 914-447-5896 email Frank.nunziato@yahoo.com List All Other Properties Owned in Rye Brook: Applicant: Jan Cadek Address: 63 Shelley Ave, Port Chester, NY 10573 Phone# Cell#914-649-8473 e-mail hans@hanscadek.com Architect: Jan Cadek, Hans Cadek Architecture, PLLC Address: 63 Shelley Ave, Port Chester, NY 10573 Phone# Cell#914-649-8473 e-mail hans@hanscadek.com Engineer: Address: Prone# Cell# e-mail General Contractor: ":Z bRGE- CAA'OA�+O t �WM-A(0S CO p ^ CK� Address: 2_q �- SNF K�� TL^1i4St 4_4 10 6% Phone# T Cell# e-mail CO►AlMoth C)kClk�-qe LJ 4nothnal 1.C.©Inn (I� 61112023 5. Occupancy;(I-Faro.,2-Fam.,Commercial.,etc...)Pre-construction: 1-Family Home post-construction: 1-Family Home 6. Area of lot: Square feet:5,000 Sq.Ft. Acres:0.115 T Dimensions from proposed building or structure to lot lines: front yard: 22' rear yard: 7.6' right side yard. 21.26' left side yard: 27.6' other: 8, if building is located on a corner lot,which street does it front on:Argyle Rd 9_ Area of proposed building in square feet: Basement: 0 11 fl:1,033 2nd ft:941 3'fl: 0 10. Total Square Footage of the proposed new construction: 465 1 l. For additions,total square footage added:Basement: 0 11 fl: 142 2°d fl:323 3rd fl.0 12. Total Square Footage of the proposed renovation to the existing structure: 1,509 13. N.Y.State Construction Classification: V_g N.Y. State Use Classification: R3 14. Number of stories: 2 Overall Height:22.8' Median Height: 18' 15. Basement to be full,or partial: no basement finished or unfinished: no basement 16. What material is the exterior finish:vinyl Siding 17, Roof style;peaked,hip,mansard,shed,etc: gable and hip Roofing material:asphalt shingle and metal 18. What system of heating:existing hot water radiators to be removed. New HVAC 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 (f 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 (if yes,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 (f 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 (df yes,the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes : No: X (ef'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 Dwe 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 11: TIER III: (if yes,a Nome 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: $365000 "a*-- 7he estmated cwt shall include all site improvements,labor,material,scaffolding fixed equipment,professional fees,including any material and labor which may be donated gratis.If tlne final cost exceeds the estimated cost,an additional fee will be required prior to issuance of the GO. 30. Estimated date of completion:May 1 st 2024 (2) 6/1/2023 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE Address: . ti Section: i s 2— Block: J Lot: J J PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS Local Law 3-88 YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% R-12 12,500 17% 4% 4% R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% 5% 3.5% R-2F 5,000 30% 5% 3.5% Existing: Proposed: 1. AREA OF LOT 5,000 Sq Ft 5,000 Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) ,033 Sq. Ft. ,033 Sq. Ft. b. Area of 11 Floor Divided By Area of Lot x 100 17.84 % 20.66 % 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages, Tool Shed, Playhouses) O Sq. Ft. O Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 % 0 % 4. AREA OF DECK 0 Sq. Ft. 0 Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 O I attest to the beXtkofledge and belief, the above information is correct. Architect's Sign sri�za�i Ig- REVIS I p BUILDING DEPARTMENT PLANE-- SEP 1 1 2023 VILLAGE OF RYE BROOK DATED: 938 KING STREET RYE BROOK,NY 10 K (914)939-0668 �,-U-A.DlNr i1EPARWENT IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 30 Argyle Rd. Section: 135.52 Block:3 Lot:33 Zone: R-7 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: 5,000 s .ft. Existing Allowed Proposed Total impervious coverage = 1,649 S .ft. 2,550 S . ft. 1,776 S .ft. Front impervious coverage = 10.92 % 40 % 11.86 ova I attest to the best y ledge and belief,the above information is correct. Architect's Sign• I l (4) BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 30 Argyle Rd. Section: 135.52 Block:3 Lot:33 Zone: R-7 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 *"Base Lot Area"is the minimum end of the lot size R2-F 30 range in the"Lot Area"column Area of lot:5,000 s .ft. Existing Allowed Proposed Total impervious coverage = 1,649 S .ft. 2,550 S ft. 1,83$ Sq.ft. front impervious coverage = 10.92 % 40 % 11.86 1 attest to the begolkledge and belief,the above information is correct. Architect's Sign (4) 8/122021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 30 Argyle Rd. Section: Block.-Block. 3 Lot: 33 MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area —21,780) x 0.11478421 ]: a. Allowed =2,074 Sq. Feet b. Existing = 1,509 Sq. Feet c. Proposed = 1,974 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: Heiaht I 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 BEDLJ AW FRONT: FRONT: FRONT: .44 "S SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 AL2S SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 ALM SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 Ar-Is SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R INA SIDE. SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 A-12 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 IPl-10 SIDE: SIDE: SIDE: 2.40 FRONT: 0.57 FRONT: 0.77 FRONT: .96 ALP SIDE: 2.58 SIDE: 2.58 SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 R-S SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 R2F SIDE: SIDE: SIDE: 4.00 I attest to the best ot ltow ledge and belief, the above information is correct. Architects Signat a (5) 8/12/2021 ILLUSTRATION OF HEIGHT / SETBACK RATIO S«bm*Lkw tar I / M.rieua Holgm I / ZAR- I I I � Minbaw" i Setback Lkw � I x � TIH40USE as� / I PDTENrIAL fr BULDING j a — — ENVELOPE l FRONT Ar"In w"Average Grp 1a Moawad STREET AMrsge Grade Aking Property Linn «Property Lkw ELEVATION PLAN ****************************************************************************************** Table R301.2.0) 2020 IRC CLIMATIC K GEOGRAPHIC DESIGN CRITERIA FOR RESIDENTIAL DISTRICTS IN RYE BROOK GRUX- WIND SPEED TOPOGRAPHIC SPECIAL WIND- SEISMIC DESIGN SNOW LOAD (mph) WINO EFFECTS WIND BOURNE CATAGORY WEATHERING REGION DEBRIS LONE 20 tof KM No Nu m 0 sm FROST LINE TERMITE WINTER DESIGN ICE BARRIER RM AIR FREEING MEAN ANNUAL DEPTH PRBTEM TEMP. UNDBUYIOT HAZARDS INDfII TEMP. REIDftED RMUIRED 42• YES 15 YES FILM MAP Imo 52.2 36N9COMF 9/2 07 (5a) 8/12/202 L BUILDING-DEPARTMENT D E C � � 1f E ~� VILL OF RY9 ROOK 938 KnvG ET RYE BR60 NY 10573 EUG0 2023 1. 4 9 9-0 ��c VILLAGE OF RYc BROOK BUILDING DEPARTMENT ***,t,twww,r**w,rww,r*tr,�w*,twwww**,r*ww**,r*w*w*ww*,r*wwwwt,r,r,t***t,t,t*,k,t**,t*,r,�,r,t,t,►*****,►*tt***,t*,t,�,t**�t�*rrwrr****rr* A,.FFIDAVIT OF COMPLIANCE VILLAGE CODE 4216 • 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: 3, Frank Nunziato residing at, 30 Argyle Rd., Rye Brook, NY 10573 (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; 30 Argyle Rd. ,Rye Brook,NY. (Job Addn-ss) 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. (SirnaWre of Property Uwner(s)) Frank Nunziato (Print Name of Property Owner(s))Sworn to before me this Q �I , 2023 14 V tA (N ry Public) Sheeaa R FtonaeCadd YOtt'1 NOTARY P1T611C.S � I61 R tciCFlo.OlF"h333113 s 6sias U0 11120U Commissw R11212021 This form must be properly completed &notarized by the Design Professional of record and the Property Owner. Failure to provide this completed form with your permit application will delay the permitting process 2 n E DD AUG Notice of Utilization of Truss Type, Pre-EngineeredWood, :1:0::202:3] or Timber Frame Construction. (Title 19 Part 1264& 1265 N C �LAGE OF RYE BROOK -�tJILDING DEPARTMENT To: The Building Inspector of the Village of Rye Brook. From: Jan Cadek, R.A., Hans Cadek Architecture, PLLC Subject Property: 30 Argyle Rd. SBL: 135.52-3-33 Zone: R-7 Please take notice that the subject, 0One or Two Family; o Commercial, ❑ New Structure ❑ Addition to an Existing Structure rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; ❑ Truss Type Construction(TT) ✓pre-Engineered Wood Construction(PW) o Timber Construction(TC) in the following location(s); ❑ Floor Framing,including Girders&Beams(F) ❑ Roof Framing(R) FV]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§ia65 for One&Two Family Dwellings. Sworn to fore me this q Sworn to 4efore me this day of 4VJV 207- day of kj 20 i Signature of Proper[ ner Signature of De rofessional Frank Nunziat Jan adek P�' Name f P ert vner P2tary-Public ante cif gn Pr sional Notary Public Shoena R Flares Cadek E�'� es R Flores Cadek NOTARY PUBLIC,STAI7 OP N YORK LC,STATE OF NEW YORR ReginrWonNo.OlF163353fl3 strntioo No.OIFL63353$3QU,0,4 is Werichestel County fied im Westchester CountyCommission Ezptrcs olllll2,524 1 mission ExQires O1111!2024 This application must be properly completed in its entirety by a M.Y. State Registered Architect or M.Y. State Licensed Professional Engineer & signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable.. r*:**t***r:x*x:***t***xxx*x**xxxxx*,r�,r***,r,r*tae�r�***�,r*****#**:**err#,r:�**�*x:**,c**,r****�►arx�r*wx*x****cx*x,rx STATE OF NEW YORK,COUNTY OF WESTCBESTER ) as: Jan Cadek ,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,attonwy,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 storrnwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Swom to before me this 9th Sworn to before me this 7`' " day ofAugust , 2023 day ofAugust 1 ,()23 Signature of Property Ov#c Signature of Applicant Frank Nunziato Jan Cadek jNe of Property ner Print ame of Applicant blic otary Public Sheena R Flores Cadek Sheens R Flores Cadek NOTARY PUBLIC,STATE OF NEW YORK NOTARY PUBLIC,STATE OF NEW YORK Registration No.OI FL6335383 Registration No.01FL6335383 Qualified in Westchester County Qualified is Westchester County i -- Commission Expires Old Ii2024 Commission Expires ol/1112024 lHl M 12/2O2 E UNZIATO RESIDENCE ADDITION ALTEIiATION rI�FINAL UILT/FINAL SURVEY QUIRED PRIOR TO INSPECTION i LOCATION: 30 ARGYLE RD, RYE BROOK,NY 10573 ZONING TABLE SHEETLIS S 00'54'W 5000' S/B/L: 135.52-3-33 IS BUILDING MUST BE POSTEb ZONING: R-7 SINGLE FAMILY RESIDENCE DISTRICT SHEET NUMBER SHEET TLE �+ � -W A PERMANENT CONSTRUCI T A001 COVER SHEET TYPE!DENTIFICATION S CiN, = w REQUIRED EXISTING PROPOSED A002 GENERAL NOTES 0 zN,.JJw MINIMUM LOT DIMENSIONS A101 BASEMENT PLAN & FIRST FL PLAN Q J A102 SECOND FL & ROOF PLAN F & SILT FENCE $ LOT AREA(MIN.) 7,500 SQ.FT. 5,000 SQ.FT. 5,000 SQ.FT. NO CHANGE Z �� Z CUT AND REMOVE A201 FRAMING PLA S k ;.-., g EXISTING PATIO 6'BACK *(� f0 T-N����U���C��� r� t, � 1 N I A301 ELECTRICAL P S CD FOR 6'SETBACK FROM FRONTAGE(MIN.) 60' 100' 100' NO CHANGE �, ,S REUjREt`BY ?t°STA s1 �l'1�. PROPERTY LINE. A401 EXTERIOR ELEVATIO _, •° � �N z EXISTING PA110 FLAG STONE W REMOVE EXISTING MAXIMUM GROSS FLOOR AREA = 4,000+[(5,000-21,780)*0.11478421)]=2,074 SQ.FT. A501 WINDOW & DOOR SCHEDULES o LL 6.0' STEPS AND BUILD NEW A601 SECTION A zNw PLATFORM WI STEPS MAIN BUILDING 2,074 1,495 1,952 A602 SECTION B Z �� J a REMOVE EXISTING MINIMUM YARD SETBACK DIMENSIONS EX 100 EXISTING FLOOR PLANS EXISTING FENCE (SETBACK) z FENCE GATE EX200 EXISTING ELEVATIONS g Z W NEW SECOND FLOOR FRONT YARD 25' 20.7' 20.7' NO CHANGE Q EXISTING ARBORVTTAES ALONG WALL m ADDITION OVER 94 EXISTING STONE RETAINING WALL EXISTING FIRST FLOOR. REAR YARD 20' 7.6' 7.6' NO CHANGE O ' a EXISTING PROPERTY LOCAFOR IT 0 I■�i DRIVEWAY ONE SIDE YARD 8' 21.26' 21.26' NO CHANGE EXISTING a-i f. a t 1.1.1 STEPS EXISTING STONE RETAINING WALL INTERIOR REMODELING a-� -- OF EXISTING HOUSE. TWO SIDES 20' 48.86' 48.86' NO CHANGE� :;� E �CANDY LN zo.r .1m in NEW 6'HIGHT VINYL MAXIMUM HEIGHT *� - Q sr°y�ti 2 STOREY EXISTING Z TONGUE&GROOVE PRIVACY FENCE W/GATE STORIES 2 STORY 2 STORY 2 STORY NO CHANGE _ - _ D Di G INSPECTO a Of R Br COP EXISTING STEPS TO BE �. '. ,:* �/ o N FEET 30 18 +/- 18 +/- NO CHANGE _ ► `., , REMOVED EXTEND EXISTING HEIGHT/SETBACK RATIO ' v I 7.6' STONE WALK ARGYLE RD w - NEW STEPS FRONT .96 .54 .74 NO CHANGE BIC U. REMOVE EXISTING ONE SIDE 3.0 .82 .82 NO CHANGE Mild- 0 Y SCREEN PORCH. -� NEW TWO STORY ' _ �z ADDITION OVER Z EXISTING FOUNDATION. v w NEW FENCE GATE n ` 1 w M SILT FENCE m � a.`�F/ _ ` ' \ HANS CADEK ARCHITECTURE N 3 v' N O HEIGHT/SETBACK RATIO FOR RESIDENTIAL DISTRICT / www.HANscADEK.coM 00 = 63 SHELLEY AVE,PORT CHESTER,NEW YORK 100 HANS@HANSCADEK.COM,P-914 649 8473 N 00'54'E 50.00' 1J�T% VV LC: 11f a r. SILT FENCE-CONSTRUCTION NOTES AND DETAILS LU / ttl PROPOSED SITE PLAN } I I ; t'`. 'roar I d 1 1. WOVEN WIRE FENCE SHALL BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR ���+^ � 12023 SCALE:1/8"z- -0' STAPLES. 1 2. FILTER CLOTH SHALL BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED Q H EVERY 24*AT TOP AND MID SECTION. 100 � 1 L... . _ ISSUE#3: ... WINDSOR ROAD 3 SIXEN�ES SECTIONSAN EFD FILTER CLOTH ADJOIN EACH OTHER,THEY SHALL BE OVERLAPPED BY Q �� ISSUE#2: ... 4 MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED AND REPLACED WHEN I I `— , ISSUE#1• 08/01/2023-BLDG.PERMIT APPLICATION 'BULGES'DEVELOP IN THE SILT FENCE ZO W B U I L D i N G DEPARTMENT oPROJECT NAME AND LOCATION POSTS-STEEL,EITHER T OR U TYPE,OR 2'HARDWOOD LL N FENCE-WOVEN WIRE,14.5 GAUGE 6'MAX.MESH SPACING NUNZIATO RESIDENCE FILTER CLOTH-FILTER X.MIRAA 10OX,STABLINKA 1140N OR APPROVED EQUAL WOVEN WIRE FENCE(MIN 14.5 FENCE POSTS,36-MIN LENGTH, PREFABRICATED UNIT-GEO FAB,ENVIROFENCE,OR APPROVED EQUAL 30 ARGYLE RD GAUGE,MAX 6-MESH SPACING) DRIVEN MIN.16'INiO GROUND 100 RYE BROOK,WITH FILTER CLOTH OVER ��� Village ye K,NY 10573 s, 36'MIN FENCE POST I ��/! W Boa a ( Q WOVEN WIRE FENCE(MIN.14.5 Architectural ED SHEET NAME AND NUMBER GAUGE,MAX s•MESH SPACING) AR COVER SHEET WITH FILTER CLOTH OVER rov a i D d to• - p p •-- T) %0 Chairr ..� E FLU --UNDISTURBED GROUND c INTERG — DATE: 8/31/2023 ADO EMBED FILTER CLOTH INTO GROUND M ECTORS -------- ---------------I I-------- (8-MIN.) I .�,.,�.._�.. Q EKED GASPER Y Y � Uj DE ► I R�QU1R Y ____ NG co NOTE:THE EXISTING DRIVEWAY SHOULD BE '% �. USED AS A CONSTRUCTION ENTRANCE. V 041 383 OQ' OF 8. PROVIDE CLEARANCES FROM FACES OF CONCRETE TO REINFORCEMENT AS FOLLOWS: SECTION I: GENERAL DATA CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3- SECTION 6: WOOD&PLASTICS SECTION 9: WINDOWS AND DOORS SECTION 12: SPECIALTIES EXPOSED TO EARTH OR WEATHER(/5 BAR OR SMALLER) 1 h* 1. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE EXPOSED TO EARTH OR WEATHER(J6 BAR OR LARGER) 2" 1. ALL FRAMING MALL BE DONE IN ACCORDANCE VAiN THE LATEST EDITION OF THE"NATIONAL DESIGN t• SEE ARCHITECTURAL DRAWINGS FOR SPECIFICATIONS OF ALL EXTERIOR AND INTERIOR I NO WORK UNDER THIS SECTION OF NEW YORK STATE.ALL CONTRACTORS AND SUB CONTRACTORS ARE i0 COMPLY NOT EXPOSED i0 WEATHER OR IN CONTACT WITH EARTH: SPECIFICATION FOR STRESS GRADED LUMBER AND ITS FASTENINGS"AS PUBLISHED BY THE NATIONAL WINDOWS AND DOORS.LUMBER MANUFACTURERS ASSOCATON. WITH ALL CODES AND O.S.H.A.REQUIREMENTS PERTAINING TO THEIR WORK. SLABS,WALLS AND JOISTS �i 2. ALL GLAZING IN DOORS,SHOWER/TUB ENCLOSURE AND DOORS.FIXED SIDE LIGHTS AND SECTION 13: EQUIPMENT 2. THE GENERAL CONTRACTOR(C.C.)AND ALL SUBCONTRACTORS ARE TO PROVIDE ALL BEAM$,GIRDERS,COLUMNS 2. ALL LUMBER MATERIALS USED IN THE BUILDING 94ALL BE COCO.SOUND,DRY MATERIAL FREE FROM INTERIOR PARTITIONS WHERE SUCH GLAZING EXTENDS TO WITHIN 18"OF FLOOR LEVEL TO BE CL LABOR,MATERIALS.TOOLS,EQUIPMENT,SCAFFOLDING.SUPPLIES.LAYOUT AND LARGE AND LOOSE KNOTS.SHAKES AND OTHER IMPERFECTIONS YMEREBY THE STRENGTH MAY BE SHATTERPROOF TYPE ASS,TEMPERED OR LAMINATED AS PER CODE REQUIREMENTS.(SEE 1. ALL KITCHEN APPLIANCES AND LAUNDRY EQUIPMENT TO BE SUPPLIED BY THE OWNER,THE (PRINCIPAL REINFORCEMENT,TIES, IMPAIRED AND OF SIZED INDICATED ON DRAWINGS PLANS FOR LOCATION) SERVICES NECESSARY TO EXECUTE AND COMPLETE ALL WORK AS REQUIRED BY THE STIRRUPS OR SPIRALS) 1.t. CONTRACTOR IS TO INCLUDE COST OF INSTALLATION OF THIS EQUIPMENT AND COST OF ALL CONSTRUCTION DOCUMENTS,UNLESS OTHERWISE NOTED. PREPARATION AND 3. ALL WORKMANSHIP INCLUDING NAILING,BLOCKING,BRIDGING.ETC.SHALL CONFORM TO THE 2020 3. ALL GLAZING IN DOORS AND WINDOWS IN BATHROOM&SHOWER AREA MUST BE MECHANICAL AND/OR ELECTRICAL CONNECTIONS FOR A COMPLETE INSTALLATION. INSTALLATIONS TO BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S LATEST 9. LENGTH OF REINFORCEMENT SPLICES ARE TO CONFORM TO A.C.I.BUILDING CODE RESIDENTIAL CODE OF NEW YORK STATE AND 2020 BUILDING CODE OF NEW YORK STATE. SHATTERPROOF TYPE GLASS,TEMPERED OR LAMINATED AS PER CODE REUTS. WRITTEN INSTRUCTIONS WHETHER OR NOT SPECIFICALLY NOTED ON DRAWINGS. REQUIREMENTS,BUT IN NO CASE ARE THE SPLICES TO BE LESS THAN 30 BAR DIAMETERS. 3. THE C.C.AND ALL SUBCONTRACTORS ARE i0 FAMILIARIZE THEMSELVES WITH ALL 10.WELDED WARE FABRIC I$TO CONFORM TO A.S.T.M.SPECIFICATION PROVIDE LEDGER.BLOCKING.NAILERS,AND ROUGH FRAMING HARDWARE AS REQUIRED. oN A-,Bs.. SECTION 10: MECHANICAL/PLUMBING APPLICABLE CODES AND REGULATIONS IN REGARDS TO THEIR WORK ON THIS PROJECT. 5. ALL NEW LUMBER SHALL BE DOUGLAS FIR LARCH,NO 2 OR BETTER,WiTH MIN.FB-900 PSI AND E 4. THE C C.&SUB-CONTRACTORS TO PROVIDE AND FILE WORKER'S COMPENSATION WITH THE 11.ALL SLABS ON GRADE ARE TO BE REINFORCED WITH WELDED WARE FABRIC 3/4-DOWN 1.600.000 Pg. (ONLY AS REQUIRED) BUILDING DEPARTMENT. FROM TOP OF SLAB.AND OVER ANY PIPES OR CONDUITS IN THE SLAB.SIZE AND TYPE TO BE AS INDICATED ON THE DRAWINGS,BUT IN NO CASE IS THE W.W.F.TO BE LESS THAN 6. ALL LUMBER SHALL BEAR VISIBLE GRADE STAMPING AND BE KILN DRY. 1 PROVIDE HVAC SYSTEM USING HYDRO AIR. PROVIDE SEPARATE ZONES&INSTALL THERMOSTATS 5. THE C.C.TO MAKE THE OWNER ADDITIONAL INSURED. 6x6-W1.a/Wn.a W.W.F.FOR 4"$LABS.FIBER MESH REINFORCEMENT INTEGRAL WITH THE AS REQUIRED.SYSTEM TO BE DESIGNED BY HVAC CONTRACTOR TO MEET ALL APPLICABLE CODES CONCRETE MIX MAY BE SUBSTITUTED FOR W.W.F.IN 4"SLABS ON GRADE. 7 ALL BEAMS AND JOISTS AND RAFTERS TO 8E SET MATH NATURAL CROWN UP. &COORDINATE WITH ARCHITECT AND OWNER. 6. THE C.C.IS TO iO OBTAIN AND PAY FOR ALL APPLICABLE PERMIT FEES THE 12.W.W.F.IS TO LAP ONE FULL MESH SQUARE AT ALL SIDE AND END LAPS.AND BE WIRED 8 PROVIDE DOUBLE RAFTERS AND HEADERS AROUND ALL ROOF OPENINGS UNLESS OTHERWISE NOTED ON HVAC CONTRACTOR TO PROVIDE SIZING CALCULATIONS FOR(BTU)IN ORDER TO PROVIDE SHOP DRAWINGS: SUB-CONTRACTORS ARE TO OBTAIN AND PAY FOR PERMITS REQUIRED IN CONNECTION MATH THEIR WORK.(UNLESS AGREED DIFFERENTLY W/OWNER) TOGETHER. PLANS EFFICIENT BOILER UNIT SIZE..(SEE RESCHECK) 13.PLACE A MINIMUM OF a'CRUSHED STONE UNDER ALL SLABS ON GRADE.(OR AS INDICATED 9. PROVIDE(2)2X8 MINIMUM HEADER WHERE ROUGH OPENING DOES NOT EXCEED 3'-0'. SEE HEADER 2. CONTRACTOR SHALL PROVIDE ALL LABOR,MATERIALS AND EQUIPMENT NECESSARY TO INSTALL 7. THE G.C.AND ALL SUB-CONTRACTOR'S ARE TO ARRANGE FOR AND PAY FOR ALL FEES IN ON DRAWINGS) SCHEDULE AND PLANS FOR SIZES. PLUMBING,RELATED FIXTURES.VENTILATION,HEATING AND AIR CONDITIONING.ALL WORK SHALL PROVIDE SHOP DRAWINGS FOR THE ARCHITECT'S REVIEW CONNECTION WITH ALL REWIRED INSPECTIONS.(UNLESS AGREED DIFFERENTLY W/OWNER) COMPLY WiTH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE&LOCAL CODE AND APPROVAL OF THE THE FOLLOWING ITEMS: 8. PLANS ARE SUBJECT TO CHANGES AS DIRECTED BY THE BUILDING DEPARTMENT. 14.INSTALL 6 MIL POLYETHYLENE VAPOR BARRIER UNDER ALL SLABS ON GRADE,LAP ENDS A 10.PLYWOOD AND OR ENGINEERED SHEATHING FOR SUBFLOOR SHALL BE 3/4', 1/2'ON WALLS AND SUBCONTRACTORS SHALL COORDINATE WORK WITH ALL TRADES. MINIMUM OF 6"AND TAPE,OR 1 LAYER OF INSULTARP. 3/4"ROOF SURFACES APA C-C PLUGGED EXTERIOR OR APA UNDERLAYMENT EXTERIOR.INDEX STAMP SHALL BE VISIBLE ON ALL SHEETS(OR AS INDICATED ON ORAWINGS).INTERIOR WALLS t0 HAVE 3. HEATING,FRESH AIR EXCHANGER AND A.C.EQUIPMENT SHALL BE SO SIZED AND 1 HVAC CENTRAL SYSTEM PERFORMANCE SPEC AND LAYOUT PLANS 9 THE C.C.,AND ALL SUB-CONTRACTORS ARE TO REVIEW THE CONSTRUCTION DOCUMENTS 15.PROVIDE EXPANSION JOINTS BETWEEN ALL SLABS AND VERTICAL SURFACES,BETWEEN Yt-CWB. INSTALLED TO MAINTAIN 72 DEGREE F INDOOR TEMPERATURE WITH 0 DEGREES F. OUTDOOR $PECFICATIONS,NOTES AND ADDENDUM'S THOROUGHLY TO DETERMINE THE EXTENT OF WORK SIDEWALK SLABS AND CURBS,SIDEWALK SLABS AND EXTERIOR WALLS AND IN SIDEWALK TEMPERATURE. UNDER THEIR TRADE AND THE WORK OF OTHER TRADES REQUIRING COORDINATION,FOR THEY SLAB SPACED A MAXIMUM OF 10'-0"O.C. 11.PLYWOOD AND OR ENGINEERED FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO JOISTS O 6'O.0 2 PROVIDE SHOP DRAWINGS FOR EXTERIOR WINDOWS AND DOOR WILL BE RESPONSIBLE FOR SAME.THE ARCHITECT WALL CLARIFY ANY OISCREPANIES OR AT EXTERIOR EDGES AND 12'ON CENTER AT INTERMEDIATE SUPPORT. 4. ALL HEATING AND AIR CONDITIONING,ACCESSORIES AND APPURTENANCES SHALL BE U.L.LISTED CONTRACTOR QUESTIONS IN WRITING PRIOR TO BiD SUBMISSION. 16.PROVIDE 1/4"x i'DEEP SAW CUTS(CUT INTO SLABS WITHIN 24 HOURS OF POUR)OR AND INSTALLED IN ACCORDANCE WITH SAME. 3 PROVIDE SHOP DRAWINGS FOR ENGINEERED FLOOR JOISTS AND 10.DO NOT SCALE DRAWINGS:USE COMPUTED DIMENSIONS ONLY.IF A DISCREPANCY IS FORMED JOINT FILLED WITH SEALER AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY 12.USE PLY CUPS OR OTHER EDGE SUPPORT FOR ALL PLYWOOD SHEATHING. 5 BATHROOM,KITCHEN AND DRYERS SHALL BE EXHAUSTED TO THE EXTERIOR IN ACCORDANCE WITH LAMINATED WOOD BEAMS. DISCOVERED.CONTACT THE ARCHITECT ARCHITECT. TECi FOR CLARIFICATION PRIOR TO PROCEEDING WITH THE NY BUILDING AND IBC 2015. WORK. 13.PLACE FACE GRAIN IN DIRECTION OF SPAN(TRAVERSE TO JOIST SPAN.). 4 ROOF CONTRACTOR TO PROVIDE SHOP DRAWING FOR FLAT ROOF 17.THE FOUNDATION CONTRACTOR IS TO ASCERTAIN THE LOCATIONS OF ALL REEVES. 6 MECHANICAL ROOM SHALL BE VENTED WITH FRESH AIR INTAKES IN ACCORDANCE VAiN NFPA 11.ALL DIMENSIONS AND LOCATIONS AS INDICATED ON THE DRAWINGS ARE TO BE CONSIDERED AS INSERTS,ANCHOR BOLTS AND EMBEDMENTS REQUIRED BY ALL OTHER TRADES.SUCH 14.LEAVE 1/16"SPACE AT ALL PLYWOOD PANEL AND JOINTS AND I/8'SPACE AT ALL PANEL EDGE WATERPROOF MEMBRANE,RIGID INSULATION,AND INDICATE ALL REASONABLY CORRECT,BUT IT IS UNDERSTOOD THAT THEY ARE SUBJECT TO MODIFICATIONS AS EMSEDMENTS ARE TO BE CHECKED FOR COMPLETENESS AND PROPER LOCATION PRIOR TO JOINTS, CODES A 31& 54(VERIFY EXISTING MECHANICAL ROOM FOR COMPLIANCE). CONCRETE BEING PLACED. PITCHES TO DRIN A ...TYP MAY BE NECESSARY OR DESIRABLE AT THE TIME OF INSTALLATION TO MEET ANY UNFORESEEN 7 ALL PLUMBING SHALL BE DONE IN ACCORDANCE WI114 NY BUILDING,IBC 2010 AND NATIONAL OR OTHER CONDITIONS. 15.JOISi HANGERS,FRAMING ANCHORS AND RAFTER ANCHORS SHALL BE GALVANIZED STEEL AS PLUMBING CODE.LOCAL 000E HAVING JURISDICTIONS AND BEST PRACTICE. 18.NOTIFY THE BUILDING DEPARTMENT AT LEAST 24 HOURS OR REQUIRED TIME PRIOR TO THE MANUFACTURED BY'TECO','SIMPSON*OR APPROVED EQUAL SPECIAL NAILS AS SUPPLIED BY 5 PROVIDE STEEL SHOP DRAWINGS FOR ALL STRUCTURAL STEEL AND 12 THE G.C.AND ALL SUB-CONTRACTORS ARE TO INVESTIGATE THE JOB STE AND ALL EXISTING PLACEMENT OF CONCRETE FOOTINGS FOR REQUIRED INSPECTIONS. MANUFACTURER SHALL BE USED FOR REQUIRED NAILING. 8 PROVIDE SHUT OFF VALVES AL ALL FIXTURES AND APPLIANCES. CONNECTIONS STEEL(AS REQUIRED) CONDITIONS PRIOR TO SUBMITTING BIDS AND START OF CONSTRUCTION.ALL EXISTING 19.CURING OF CONCRETE I$i0 START AS SOON AS THE FINISHES WALL NOT BE MARRED CONDITIONS AND DIMENSIONS TO BE FIELD VERIFIED.DISCREPANCIES AND UNCOVERED 16.PROVIDE SOLID BLOCKING EVERY 8'-O'.BOTTOM ENDS OF BRIDGING SHALL NOT BE NAILED UNTIL 9. ALL PLUMBING PIPING TO COMPLY WITH LOCAL CODE.INSULATE HOT AND COLD WATER SUPPLY THEREBY,DELAYING THE CURING PROCESS WILL NOT BE PERMITTED. CONDITIONS NOT ADDRESSED SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER AND THE AFTER ENTIRE STRUCTURE I$COMPLETE.AS PER ENGINEERED FLOOR SYSTEM MANUF. PIPING. ARCHITECT.ALL WORK IS TO BE PERFORMED IN A NEAT,PROFESSIONAL MANNER BY SKILLED RECOMMENDATION. NY.ENERGY CONSERVATION CODE MECHANICS 20.ALL COLA WEATHER CONCRETE TO BE PERFORMED IN ACCORDANCE WITH ALL RECOMMENDATIONS OF THE A.C.I. PROVIDE AND INSTALL TEMPORARY INSULATING 10.PROVIDE NON FREEZE OUTDOOR HOSE BIBS WHERE INDICATED ON PLANS.OR AS DIRECTED BY ARCHITECT AND OWNER.PLUMBING CONTRACTOR TO INCLUDE(4)NON FREEZE HOSE BIBS AND PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO JOISTS. 13.THE G.C.AND ALL SUB-CONTRACTORS ARE TO BE RESPONSIBLE FOR THE PROPER BLANKETS AS REQUIRED i0 PROTECT CONCRETE FROM FREEZING.CORROSIVE ADMIXTURES 17. PIPING IN BASE BID PER UNIT. 1. SEE RESCHECK FULL COMPLIANCE REPORT. PERFORMANCE OF THEIR WORK,COORDINATION WITH OTHER TRADES.METHODS. SAFETY AND SUCH AS THOSE CONTAINING CALCIUM CHLORIDE MAY NOT BE USED. 18.CORNER BOARDS,FASCIA BOARDS,DOORS AND WINDOWS CASINGS,AND DECORATIVE WOOD ITEMS SECURITY ON STE O ALL TIMES SPECIAL ATTENTION TO SAFETY IS TO BE PROVIDED DURING SHALL BE WOOD 5/4-CEDAR OF SZE,STYLE AND DESIGN AS INDICATED ON THE DRAWINGS FIELD 11.NO WATER,SOIL OR WASTE LINES SHALL BE EXPOSED IN UNINSULATED AND UNHEATED SPACES 2. G.C.TO PROVIDE A FULL CoNtPLIANCE RESCHECK REPORT TO ALL 21.PROVIDE NON-SHRINK GROUT UNDER ALL LEVELING PLATES AND BEARING PLATES. SUB-CONTRACTORS AND TRADES TO ASSURE COMPLIANCE WITH ENERGY CODE ALL REQUIRED DEMOLITION AND ERECTION WORK.THE ARCHITECT AND THE ARCHITECT'S AGENT'S PRIME ALL CUTS AND BACK OF TRIM. IN THE CRAWL SPACE OR BASEMENT.WATER SERVICE SHALL BE PROTECTED FROM FREEZING ARE NOT RESPONSIBLE OR LIABLE FOR THE ABOVE AND IS HELD HARMLESS AND INDEMNIFIED WHERE EXPOSE IN UNHEATED SPACES. 22.APPLY TROWEL FINISH TO ALL MONOLITHIC SLAB SURFACES EXPOSED TO VIEW OR BY ALL CONTRACTORS FROM ANY CLAIMS LOSSES.SIIITS,OR LEGAL ACTIONS ARISING FROM 19.EXTERIOR WOOD POSTS SHALL BE PRESSURE TREATED WOOD.SET ON APPROVED TYPE HEAVY DUTY RECEIVING FLOORING.VARIATIONS IN FLOOR SLABS ARE NOT TO EXCEEDED 1/8"IN 10'-0- iNE CONTRACTORS PERFORMANCE OF THE WORK ON THIS PROJECT UNLESS SLAB PITCHES TOWARD FLOOR GRAIN. GALVANIZED METAL BASE,ANCHORED IN CONCRETE.BOXED FINISH TO MATCH WOOD TRIM. 12 PITCH ALL WATER LINES TO LOW POINT TO DRAIN AND PROVIDE DRAIN VALVE. DESIGN LOAD ALLOWANCES-MINIMUM 14.THE C.C.IS TO COORDINATE WITH THE LAND SURVEYOR TO LOCATE AND STAKE THE PROPOSED 20.WOOD PLATES AND SILLS IN CONTACT WITH CONCRETE FOUNDATION WALLS AND CONCRETE SLABS 13.GAS SYSTEM To COMPLY WiTH 2O20 RESIDENTIAL CODE OF NEW YORK STATE, NFPA ADDITIONS. THE LAND SURVEYOR I$ TO ESTABLISH THE GRADE DATUM(S)IN ACCORDANCE WITH 23 APPLY NON-SUP BROOM FINISHES TO ALL EXTERIOR WALKS AND ELSEWHERE AS INDICATED SHALL BE PRESSURE TREATED WOOD. REQUIREMENTS,GAS CODE AND ALL OTHER LOCAL CODES AND REQUIRREMENTS HAVING A- ROOFLOADS: THE CONSTRUCTION DOCUMENTS ON THE DRAWINGS. JURISDICTION. LIVE 21.PRESSURE PRESERVATIVES TREATMENT FOR WOOD SHALL BE APPROVED BY LOCAL AUTHORITIES DE.ADL A IS#30mP.S.F 15.THE C.C.IS TO NOTIFY THE BUILDING DEPARTMENT Ai T14E REQUIRED TIME FOR ALL 24.INSTALL CONCRETE SLAB SEALER TO ALL INTERIOR SLABS EXPOSED TO VIEW NOT HAVING JURISDICTION. 14 GAS PIPING.FITTINGS.VALVES HANGERS,ETC.TO COMPLY WITH CODES HAVING JURISDICTION DE.4DLOAD: ISNPS.F. MANDATORY INSPECTIONS RECEIVING FINISHES TO PREVENT DUS71NC U.O.N. 25 PROVIDE MECHANICAL WATERPROOF SEALER O ALL CONCRETE AND MASONRY FOUNDATION 22.PROVIDE(3)2-X6-SPIKED AT BEARING POINTS OF ALL TRIPLE FRAMING MEMBERS UNLESS OTHERWISE 15.PLUMBING CONTRACTOR SHALL INCLUDE IN BASE BID ALL PLUMBING FIXTURES&INSTALLATION B- ALL FLOORS: 16.THE C.C.IS TO SECURE AND PAY FEES FOR THE CERTIFICATE OF OCCUPANCY AFTER NOTED ON PLANS AS INDICATED ON DRAWINGS INCLUDING ALL FITTINGS REQUIRED FOR PROPER WORKING LIVE LOAD: 40H P.SY COMPLETION OF THE WORK AS INDICATED ON THE CONSTRUCTION DOCUMENTS, ADDENDA'S,AND WALL PENETRATION$. TEST FOR LEAKAGE PRIOR TO BACKFlLL do FINISH. 23.ALL LVL's TO BE 2.0E GRADE MICROLLAM CONDITIONS PLUMBING FIXTURE SELECTION BY OWNER. DEAD LOAD: 2OnP.S.F. APPROVED CHANCE ORDERS.SUBMIT COPIES OF THE CERTIFICATE OF OCCUPANCY TO THE 26.INSTALL TERMITE SHIELD&SILL SEAL AT ALL FOUNDATIONS 24.TJI JOISTS PROVIDE PRICING ALLOWANCES FOR FIXTURES OWNER PRIOR TO SUBMITTING FOR FINAL PAYMENT,OR AS PER AGREEMENT WITH OWNER 25,ALL THE STUDS BATHROOMS&KITCHENS TO BE TIMBER STRAND STUDS C- OUTDOOR TERRACES AND PORCHES OVER FINISH SPACES 16.PROVIDE FIRE STOP ALL PENETRATIONS THROUGH FLOURS AND WALLS BY FILLING ALL VOIDS. LIVE LOAD: 400 P S F 17.THE OWNER AND/OR THE ARCHITECT RESERVES THE RIGHT TO REQUEST SUBMITTALS AND/OR CAPS,AND OPENINGS USING APPROVED FIRE STOPPING MATERIALS DEAD LOAD:WOOD FRAMING 4UII P 3 F SHOP DRAWINGS FOR APPROVAL ANY AND ALL ITEMS SPECIFIED THE DRAWINGSSECTION 4: MASONRY(ONLY AS REQUIRED) SECTION 7:THERMAL AND MOISTURE CONTROL INCLUDING BUT NOT LIMITED TO STRUCTURAL STEEL.STEEL REINFORCEMENT. MENT,DOOR HARDWARE, 17. CONTRACTOR PROVIDE SEPARATE 810 FOR THE FOLLOWING: DEAD LOAD:CONCREATE/MASONRY ICrnNP.SF PLUMBING AND ELECTRICAL FIXTURES AND HVAC EQUIPMENT.THE CONTRACTOR MUST SUBMIT A)REMOVAL OF AN EXISTING UNDERGROUND OIL TANK(LOCATION SHOWN ON SITE PLAN). (3)COPIES OF EQUIPMENT AND FIXTURE CUTS ON ITEMS THAT THE CONTRACTOR IS REQUESTING 1. CONCRETE MASONRY UNITS(CMU)ARE TO BE GRADE-N TYPE-1"CONFORMING TO A S TM C-90 8)RETROFIT EXISTING BOILER TO WORK WITH PROPANE GAS. D- GROUND SNOW LOAD: 30s P S F TO SUBSTITUTE FOR THE ITEMS SPECIFIED ON THE DRAWINGS. .. . 1. PROVIDE PROTECTION DRAIN BOARD OVER WATERPROOF MEMBRANE O FOUNDATION WALLS C)PROVIDE A OUOTE FO A NEW PROPANE FIRED BOILER. "HOLLOW LOAD BEARING UNITS".CMU WIDTHS FOR WALL THICKNESS'AS INDICATED ON THE _APPLY AS PER MANUFACTURE SPECIFICATION AND RECOMMENDATION. E- i`(INIIv1LJM SOIL BEARING:(SEDAENTARI'&FOLLaTED ROCK)4,000 P S F COMPLETE MASONRY WALLS AS INDICATED DRAWINGS.PROVIDE CORNER,SASH,HALF HEIGHT AND ALL OTHER TYPES OF CMU REQUIRED TO t8.THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS ARE TO GUARANTEE WORK UNDER THEIR . 18.HVAC CONTRACTOR 10 DESIGN AND PROVIDE SPECIFICATIONS AND PLANS FOR A NEW HVAC CONTRACT INCLUDING PARTS AND LABOR.. 2. INSTALL 2-THICK RIC40 INSULATION BOARD UNDER BASEMENT SLAB AT FOUNDATION SYSTEM. 2. OBTAIN ALL CMU FROM ONE MANUFACTURER BEING OF UNIFORM SIZE,COLOR AND TEXTURE FOR PERIMETER(2 FEET)ONE FULL LAYER OF INSULTARP.(DRAWINGS FOR SIZES AND 19.PRIOR 10 ANY EXCAVATION,THE GENERAL CONTRACTOR,IN ACCORDANCE WITH PUBLIC ACT 19.HVAC CONTRACTOR TO SIZE&DESIGN HRV SYSTEM FOR ENTIRE STRUCTURE&SUBMIT TO SAFETY AND SHORING NOTES: 77-350,SHALL CONTACT-CALL BEFORE YOU DIG"O 800-922-4455 FOR MARK OUT OF EACH CMU TYPE REQUIRED FOR EACH CONTINUOUS AREA AND EACH VISUAL RELATED AREAS. LOCATIONS) ARCHITECT UNDERGROUND UTILITIES } STORE ALL BRICK AND CMU OFF GROUND TO PREVENT CONTAMINATION COVER CMU AND BRICK TO 3. PROVIDE 4'PERFORATED PVC FOOTING DRAINS(INSIDE&OUTSIDE OF FOUNOATION WALL) SECTION 11 ELECTRICAL 1. SAFE ACCESS OF ALL WORKERS,PEDESTRIANS AND OWNER SHALL BE PROTECT FROM THE ELEMENTS. WITH CRUSHED STONE WRAPPED VAIN FILTER FABRIC ALONG FOOTING. PITCH TO STORM MAINT.•1INED AT ALL TDaS BY GENERAL CONTRACTOR • WELLS. SEE SITE DRAWINGS 4 MORTAR IS TO BE TYPE"S*MORTAR IN CONFORMANCE WiTH A.S.r.M.C-270"MORTAR FOR UNIT MASONRY.AVERAGE COMPRESSIVE STRENGTH TO BE 1800 P.S.I.AT 28 DAYS. 4. ALL WINDOWS,DOORS AND SKYLIGHTS TO BE WEATHER STRIPPED,FLASHED AND CAULKED. 1. SEE POWER AND LIGHTING PLANS FOR LOCATION AND DESIGN PURPOSE ONLY. 2. CONTRACTOR SHALL AtAfW.AJN SAFE MEANS OF ACCESS TO AND FROM ALL POINTS OF CONSTRUCTION SITE AND CONFORM TO OSHA STANDARDS Al-MALL SECTION 2: SITE WORK(ONY AS REQUIRED) 5 ALL CMU MASONRY WORK IS TO HAVE HORIZONTAL JOINT REINFORCEMENT'DUR-O-WAL"GALVANIZED 5, ALL SEALANTS TO BE SILICONE,COLOR TO MATCH SURROUNDING MATERIALS 2. ALL ELECTRICAL WORK IS TO CONFORM TO THE 2020 RESIDENTIAL CODE OF NEW YORK APPLICABLE CODES STEEL TRUSS EVERY 2nd BLOCK. JOINT REINFORCEMENT IS TO BE PLACED IN FIRST AND SECOND STATE AND THE 2020 BUILDING CODE OF NEW YORK STATE,THE N.E.C.,LOCAL CODE AND BED JOINTS ABOVE AND BELOW OPENINGS. REINFORCEMENT IS TO BE LAPPED MINIMUM OF V. 6. ALL FLASHING$HALL BE COPPER V.O.N. THE REQUIREMENTS OF ALL AGENCIES HAVING JURISDICTION. 3. CONSTRUCTION SITE SAFETY SHALL BE THE CONCERN AND RESPONSIBILITY OF 1. PLACEMENT OF FOOTING iO BE ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF REINFORCEMENT SIZED FOR CMU THICKNESS'INDICATED. THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS 4,000 LB'S P.S.F. CONTRACTOR TO V.I.F.AND REPORT TO ARCHITECT WITH RESULTS. 7. ALL ROOF TO ROOF AND ROOF TO WALL JOINTS TO BE FLASHED WITH COPPER U.O.N. 3. THE ELECTRICAL CONTRACTOR(FACIA)IS TO OBTAIN ALL PERMITS IN CONNECTION WITH THE 6 CMU AND BRICK VENEER WALLS BACKED BY 8"OR 12'CMU IS TO HAVE"DUR-O-WAL'DUR-O-EYE ELECTRICAL WORK REQUIRED. 2. PLACEMENT OF FLOOR SLABS AND PAVEMENTS ARE TO BE PLACED ON COMPACTED FILL AT 95% 370 TRUSS REINFORCEMENT EVERY SECOND BLOC(COURSE VENEER TIES 16-O.C.REINFORCEMENT 8 CEDAR ROOF SHINGLES TO BE INSTALLED A$PER CEDAR SHAKE R SHINGLE BUREAU BEST 4 CONTRACTOR SHALL PROVIDE ADEQUATE ES A DIG DURING CONSTRUCTION AS OF MAXIMUM DENSITY COMPLYING MTN ASTM D1557. SIZED FOR CMU THICKNESS'INDICATED, PRACTICE AND SPECIFICATION.TEL(604)820-77OI) WWAW.CEDARBUREAU.ORG 4. THE E.C.TO FIELD VERIFY ALL CONDITIONS IN CONNECTION WITH THE ELECTRICAL WORK REQUIRED BY OSHA AIL.1PPLiCABLE CODES AND BEST PRACTICE. SPECIFIED PRIOR TO SUBMITTING BID. NOTIFY THE ARCHITECT AND THE OWNER O ANY LAWN AND UNPAVED AREAS ARE TO HAVE COMPACTED FILL AT 9OX OF MAXIMUM DENSITY. 9. PROVIDE CEDAR BREATHER VENTILATION AT ALL ROOF CONDITIONS BY:BENJAMIN OSDYKE DISCREPANCIES. PROVIDE MAXIMUM PERCENTAGE OF DENSITY AS SPECIFIED. 7 PROVIDE MECHANICAL FOR WATERPROOF EA CONCRETE 0 BACK LLFl�&FINISH,MASONRY FOUNDATION WALL ROOF AND WALL PRODUCTS.INSTALL AS PER MANUFACTURE SPECIFICATION AND BEST RESCHECK ENERGY CODE NOTES TESTPRACTICE. TEl 800.523.5261 5. THE E.C.TO SZE THE ELECTRICAL SERVICE PER DWELLING REQUIRED DEMANDS AND TO CONFORM 3. BACK FILLING AND COMPACTION AT FOUNDATION WALLS AND PIERS ARE TO BE PERFORMED ON WEBSTE:WWWSENJAMINOBDYKE.COM TO THE LOCAL UTILITY COMPANY REQUIREMENTS.THE E.C.IS TO ARRANGE FOR AND PAY ALL 49 EACH SIDE SIMULTANEOUSLY.DIFFERENCES IN FILL ELEVATIONS ARE NOT TO EXCEED 8-ON 8 PROVIDE"KOR-FlL'BLOCK INSULATION OR INJECTED FOAM INSULATION IN THE CORES OF CMU FEES TO OBTAIN ELECTRICAL SERVICE FROM UTILITY COMPANY OR AS PER AGREEMENT WITH EITHER SIDE OF THE FOUNDATION AT ANY TIME. WALLS EXPOSED TO THE EXTERIOR AND AS NOTED. OWNER. 1 FENESTRATION THAT IS NOT SITE BUILT I3 LISTED AND LABELED AS MEETING AAMA/WDMA/CSA ALL MASONRY WALLS TO 8E PROPERLY SHORED AGAINST WINO AND OTHER LATERAL LOADS UNTIL 10 PROVIDE WALL'HOME SUCKER"CEDAR BREATHER VENTILATION Ai ALL WALL CONDITIONS. 6. ELECTRICAL&LIGHTING LAYOUT-E C.TO COORDINATE LOCATIONS WITH OWNER 101/1 S 2IA440OR HAS INFILTRATION RATES PER NFRC 400 THAT DO NOT EXCEED CODE LIMITS 9 4. SOIL FOR BAD(FILLING AND COMPACTION ARE TO BE FREE OF ORGANIC MATERIAL,ROCK OR BY:BENJAMIN OBDYKE ROOF AND WALL PRODUCTS INSTALL AS PER MANUFACTURE LUMPS GREATER THAN 6-.OF PREDOMINATELY GRANULAR NON-EXPANSIVE SOILS.FREE OF FLOORLAND ROOF CONSTRUCTION IS PROPERLY SHORED INSTALLED.THE G.C.IS TO ASSUME FULL SPECIFICATION AND BEST PRACTICE. TEL 800.523.5261 3 IC-RATED RECESSED LIGHTING FIXTURES SEALED AT HOUSING/INTERIOR FINISH AND LABELED TO ROOTS AND OTHER DELETERIOUS MATTER. RESPONSIBILITY FOR MASONRY WALL STABILITY. WESSITE WWW.BENJAMINOBDYKE.CO/ 7 ALL ELECTRICAL FIXTURES AND EQUIPMENT IS TO BEAR THE UNDERWRITER'S LABORATORY(U.L) INDIVATE_0c.'FM LEAKAGE AT75PA 10.PROVIDE ALL ANCHOR BOLTS VAIN NUTS AND WASHERS.IN SIZES AND QUANTITIES INDICATED ON LABELS. 5. SOIL MOISTURE TO BE WITHIN OPTIMUM MOISTURE CONTENT.BEFORE COMPACTING MOISTEN OR THE DRAWINGS,THAT ARE TO BE EMBEDDED INTO MASONRY.ANCHOR BOLLS ARE TO CONFORM TO )INSTALL AUTOMATIC OR GRAVITY DAMPERS ON ALL OUTDOOR AIR INTAKES AND EXHAUSTS AERATE EACH LAYER TO PROVIDE OPTIMUM MOISTURE CONTENT.ANY SOIL WHICH IS TO WET TO THE DRAWINGS, OF ARE T A-IOTA 11.ALL INSULATION TO BE THE MINIMUM OF THE FOLLOWING:(SEE DRAWINGS FOR TYPE AND 8. ALL UGHT FIXTURES ARE TO BE SELECTED BY THE OWNER COMPACT MUST BE REMOVED,STOCKPILED AND SPREAD AND ALLOWED TO DRY PRIOR TO LOCATIONS) 4 BUILDING ENVELOPE TIGHTNESS VERIFIED BY VISUAL INSPECTION,IN WHICH CASE PLACEMENT. 9. N/A VERIFICATION MAY NEED TO BE PERFORMED DURING INSULATION INSPECTION 11.COORDINATE INSTALLATION OF ALL EMBEOMENiS PROVIDED BY OTHER TRADES. A)CRAWL SPACE FLOOR: RICO INSULATION R-10/3FT(SEE DRAWING) 6. PLACE BACK FILL IN LAYERS NOT TO EXCEED 8'IN LOOSE DEPTH. 12.CONSTRUCT ALL OPENINGS,SLEEVES,CHASES,ETC.REQUIRED BY OTHER TRADES AND As INDICATED 10.SERVICE PANEL BOARDS AND SUB PANELS TO BE MANUFACTURED BY SQUARE-D-.GENERAL 5 U-FACrCR3 OF FENESTRATION PRODUCTS ARE DETERMINED IN ACrORDANCE WITH THE NFRC \ HANS CADEK ARCHITECTURE ON THE DRAWINGS. B)CRAWL SPACE WALL: RIGID INSULATION R-10(SEE DRAWINGS) ELECTRIC,WESTINGHOUSE OR AN APPROVED EQUAL PANEL BOARDS TO HAVE NUMBER AND SIZE TEST PROCEDURE OR TAKEN FROM THE DEFAULT TABLE 7. DO NOT PLACE BACK FILL MATERIALS ON SURFACES THAT ARE MUDDY,FROZEN.OR CONTAIN OF CIRCUIT BREAKERS AS REQUIRED. FROST. 13.MORTAR JOINTS ARE TO BE STRAIGHT AND LEVEL,OF A UNIFORM THICKNESS AND DEPTH.THICKNESS C)EXTERIOR WALLS(ZX6r FIBERGLASS BATT INSULATION R-21 6 SLAB EDGE INSULATION INSTALLED PER MANUFACTURER'S INSTRUc-'RGN9 HANSCADEKCOIN TO BE BETWEEN 3/8"AND 1�-.JCNTS AT INTERSECTING CORNERS MUST MEET. 11.THE E.C.TO FILL IN PANEL DIRECTORIES FOR ALL PANELS TO CONFORM TO FINAL ARRANGEMENT ENARK WINED• 8. THE SITE CONTRACTOR TO PROVIDE ALL LABOR,MATERIALS.TOOLS AND EQUIPMENT FOR 0)FLOOR: FIBERGLASS BATT INSULATION R-30 OF CIRCUITS. 7 ALL INSTALLED INSULATION IS LABELED OR THE INSTALLED R-VALUES PROVIDED EARTHWORK. 14.WHERE CMU FOUNDATION WALLS ARE SPECIFIED ON THE DRAWINGS THE FIRST(2)COURSE OF BLOCK 8 FLOOR INSULATION INSTALLED PERMANUFACNRER'SMSTRU(-170NS,ANDINSUBSTANTIAL 63 SHELLEY AVE PORT CHESTER NEW YORK IS TO BE FILLED SOLIDLY WITH CONCRETE.CMU BASEMENT WALLS ARE TO BE FILLED SOLIDLY WITH E)ROOF: CLOSE CELL SPRAY INSULATION R-49 12 THE E.C.TO COORDINATE ELECTRICAL CONNECTIONS VAIN ALL OTHER TRADES SUPPLYING / / CONTACTWITHTHEUNDERSIDEOFTF�SUBFLOGR 9. THE SITE CONTRACTOR TO EXAMINE EXISTING STE CONDITIONS,SOIL CHARACTERISTICS, CONCRETE. ELECTRICAL EQUIPMENT UNDER THEIR CONTRACTS. HANS@HANSCADEK COIN P-914 649 8413 CONTOURS,TREE AND UTILITY LOCATIONS,AND OTHER OBSTRUCTIONS THAT MAY BE o WALL INSULATION IS INSTALLED PER PRATJUFAH'iURER'S INSTRU�TIUNS • / ENCOUNTERED ON THE SITE DURING EXCAVATING. 15.GROUT FOR FILLING CMU CORES SOLIDLY IS TO BE TYPE-M"OR TYPE"S'MORTAR IN 12.INSTALL SOUND ATTENUATION BLANKET O ALL INTERIOR WALLS,FLOORS AND CEILINGS, 13.PROVIDE ALL HIGH AND LOW VOLTAGE(CONTROL)WIRING FDIC ELECTRICAL EQUIPMENT AS PER CONFORMANCE VAiN AS.T.M.C-476-GROUT FOR UNIT MASONRY. DO NOT USE BATi INSULATION. OWNER. 10 CEILING INSULATION INSTALLED PER MANUFACTURER'S INSTRUCTIONS BLOWN INSULATION 10.CLEARING AND GRUBBING:THE AFFECTED AREA OF THE STE TO BE CLEARED OF ALL MARKED EVERY 300 Fr- VEGETATION.RUBBISH,FENCES,ABANDONED UNDERGROUND PIPES AND OBSTRUCTIONS. 13.INSTALL 6 MIL POLYETHYLENE VAPOR BARRIER UNDER CONCRETE SLAB ON GRADE. 14.THE E.C.TO PROVIDE TEMPORARY POWER AND LIGHTING AS REQUIRED TO INSURE THE SAFETY 16.FILL CMU CORES SOLIDLY WAiN GROUT A MINIMUM OF THREE(3)COURSES UNDER EACH LINTEL. OF ALL PERSONNEL AND THE POWER REQUIREMENTS FOR ALL TRADES 11. REMOVE ALL STUMPS,ROOM AND DEBRIS TO A DEPTH OF 24-IN THE AFFECTED AREA BEARING PLATES,EMBEDMEN TS,OR OTHER SiMILAR CONDITIONS UNLESS OTHERWISE NOTED. 14.ALL PERIMETER 11 ATTIC ACCESS HATCH AND DOOR INSULATION R-VALUE OF THE ADJACENT ASSEMBLY OF CORNICE SHALL HAVE ONE LAYER OF ICE AND WATER SHERD 8Y 17.ALL STEEL UNTELS TO BEAR A MINIMUM OF 4"ONTO SUPPORTS,PRECAST CONCRETE PRECAST GRACE'OR APPROVED EQUAL O MINIMUM 36'FROM INSIDE OF EXTERIOR WALL(SEE 15.THE E.C.TO FIRE STOP ALL ELECTRICAL PENETRATIONS THROUGH FLOORS AND WALLS BY 12 CONSTRUCTION DRAWINGS AND DOCUMENTATION DEMONSTRATE ENERGY CODE COMPLIANCE 12 STRIP ALL TOP SOIL AND ORGANIC SOIL FROM THE SITE. STOCK PILE AWAY FROM BUILDING DRAWINGS FOR LOCATION. FILLING ALL VOIDS,GAPS,AND OPENINGS USING APPROVED FIRE STOPPING MATERIALS. FOR THE BUILDING ENVELOPE SITE CONCRETE LINTELS ARE TO SEAR A MINIMUM OF 8"ONTO SUPPORTS. 15.ROOF CONTRACTOR TO PROVIDE SHOP DRAWING FOR FLAT ROOF WATERPROOF 18.PROVIDE SPANDREL WATERPROOFING Ai ALL STEEL LINTELS,DOOR AND WINDOW HEADS,MASONRY MEMBRANE,RIGID INSULATION,AND INDICATE ALL PITCHES TO DRAIN...TYP. 16.ALL SWITCHES/DIMMER ARE TO BE MOUNTED 4.3'-2_A.F.F.TO CENTERUNE OF SWITCH/DIMMER. 13 COMPLIANVE CERTIFICATE POSTED 13,EXCAVATING AND TRENCHING OF UTILITY LINES IN LOCATIONS INDICATED ON THE SITE PLAN. WINDOW SILLS AND WHERE EVER ELSE INDICATED ON THE DRAWINGS USE NON FERROUS FLASHING. MULTIPLE SWITCHES AND/OR DIMMERS ARE TO SE GANGED AND PROVIDED WITH SINGLE GANG PLACE DEPTHS TO BE AS REQUIRED FOR FROST PROTECTION. PITCH,AND UTILITY COMPANY FABRIC FLASHING AS MANUFACTURED BY'NERVASTRAL' TYPE SEAL PROF HD OR AN APPROVED REQUIREMENTS.(SEE STE ENGINEER OWG.) ARCHITECT IS NOT RETAINED FOR CONSTRUCTION EQUAL MAY 8E USED UPON WRITTEN APPROVAL OF THE ARCHITECT.INSTALL PER MANUFACTURER'S 17.THE E.C.iD OBTAIN AND PAY FEE FOR ALL CERTIFICATES OF INSPECTION BY THE BOARD OF 14.EXCAVATE FOR BUILDING FOUNDATION IN AREA INDICATED ON THE SITE PLAN.BOTTOM O INSTRUCTIONS INSTALL WEEP HOLES WERE REQUIRED. FIRE UNDERWRITER'S,AND ALL BOARDS OR AGENCIES HAVING JURISDICTION.SUBMIT COPIES OF SUPERVISION,CONSTRUCTION METHODS&MEANS, FOOTING ELEVATIONS ARE AS INDICATED ON THE CONSTRUCTION DOCUMENTS.SOIL AT BOTTOM THE CERTIFICATE OF INSPECTION TO THE OWNER PRIOR TO REQUEST FOR FINAL ACCEPTANCE JOB SAFETY AND OR ADMINISTRATION 19 INSTALL CONTINUOUS FLASHING AT BASE OF MASONRY VENEER WALLS AT FIRST COURSE ABOVE SECTION 8: FINISHES AND PAYMENT. OF FOOTING TO BE ACCEPTABLE UNDISTURBED SOIL OF THE BEARING CAPACITY INDICATED GRADE.PROVIDE WEEP HOLES IN VERTICAL JOINTS EVERY 4'-0.O.C. 15.IF SOIL AT BOTTOM OF FOOTING ELEVATION IS NOT SUITABLE FOR BEARING OF FOOTING.REMOVE 18.ELECTRICAL CONTRACTOR TO PROVIDE A SEPARATE BID FOR SMART HOUSE SYSTEM TO INCLUDE ISSUE#3: ... SOIL AS REQUIRED AND BACK FILL WITH APPROVED FILL AND COMPACT TO 95 i OF MAXIMUM 20.PROVIDE VERTICAL AND HORIZONTAL CONTROL AND EXPANSION JOINTS IN ALL EXTERIOR MASONRY 1. SEE ARCHITECTURAL DRAWINGS FOR SPECIFIC FINISHES OF FLOORS,WALLS AND CEILINGS FOR 80TH THE FOLLOWING,LOW VOLTAGE LIGHTING,LUTRON UGHTING/SWITCHES,AUTOMATED CLIMATE DENSITY. WALLS.MAXIMUM SPACING TO BE 20'-O"O.C.PROVIDE SASH BLOCK UNITS AND DUR-O-WAL OR INTERIOR AND EXTERIOR. CONTROLS...TO BE REMOTELY CONTROLLED. EQUAL PRE FORMED REGULAR RAPID CONTROL JOINTS,PROVIDE CONTROL AND EXPANSION JOINTS ISSUE#2: 16.Ai THE APPROPRIATE TIME.THE SITE CONTRACTOR IS TO SPREAD STOCKPILED TOPSOIL OVER EVEN IF NOT SPECIFIED ON THE DRAWINGS. 2. ALL INTERIOR DRYWALL SURFACE NOT REQUIRING A FIRE RATING SHALL BE 5/8.OR(AS NOTED ON DISTURBED AREAS TO A MINIMUM THICKNESS OF 6'AFTER COMPACTION.GRADE TO MEET PLANS)GYPSUM WALL BOARD AND SHALL RECEIVE 3(THREE)COATS OF JOINT(IMPOUND,TAPED CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA ISSUE#1: 08/01/2023-BLDG.PERMIT APPLICATION 21.CAULKING FOR CONTROL AND EXPANSION JOINTS TO BE G.E.SILICONE BASE$EAUWi OR AN AND SPACKLED,SANDED,PRIMED AND READY TO RECEIVE 2 FINISHED PAINT COAT. FINISHED GRADES AS INDICATED ON THE SITE PLAN(SEE SITE ENGINEER DWG.).TOPSOIL IS TO APPROVED EQUAL INSTALL WITH APPROPRIATE FOAM BACKER ROD IN ACCORDANCE WITH BE FREE OF ROOKS LARGER THAN 3'IN DIAMETER,TREE ROOTS AND STUMPS AND OTHER MANUFACTURER'S INSTRUCTIONS. 3. ALL INTERIOR G.W.B.WALLS INDICATED AS HAVING A FIRE RESISTANT RATING SHALL BE 5/8- PROJECT NAME AND LOCATION UNACCEPTABLE DEBRIS FlREOOOE GYPSUM BOARD.FINISH FlRECOOE GYPSUM BOARD SAME AS NOTE 2 ABOVE. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR MEAN 22.THE CONTRACTOR IS TO PROTECT ALL MASONRY WALLS FROM COLA WEATHER INSTALLATIONS ro SNOW SPEED DESIGN DESIGN UNDERLAY- FREEZING ANNUAL 17.ANY PROFESSIONAL TOPSOIL IS TO BE asvosEO OF AS DIRECTED BY THE OWNER AND OR HIS PREVENT MORTAR FROM FREEZING. 4. ALL BATHROOM WALLS WET AREAS.AND LAUNDRY ROOMS SHALL HAVE OMP WATER-RESISTANT AND LOAD CATEGORY FROSTLIKE TERI\tITE TENIp MENTREQI) ADS INDEX TEMP. NUNZIATO RESIDENCE PROFESSIONAL CONSULTANT GYPSUM WALL BOARD AND SHALL RECEIVE 3(THREE)COATS O JOINT COMPOUND.TAPED ANO WEATHERING pgp'pi.j DECAY SPAC(LED,SANDED,PRIMED AND READY TO RECEIVE 2 FINISHED PAINT COAT. S ALL SHOWERS,TUB AREAS,WALLS OR CEILINGS DESIGNATED TO RECEIVE A TILE FINISH$HALL HAVE 20 1l5/120 D SEVERE 42" YES SLIGHT TO 15°F YES ARM HOOD 52.2°F CEMENnnOUS BACKER BOARD WITH 3(THREE)COATS CEMENT BOARD JOINT COMPOUND AND JOINT MODERATE 09-2&07 30 ARGYLE RD SECTION 3: CONCRETE(ONLY AS REQUIRED) MESH AS REQUIRED PRIOR TO THE APPLICATION' RYE BROOK,NY 10513 6 ALL FLOORS DESIGNATED AS A MUD JOB APPLICATION FOR A TILE FLOOR SHALL HAVE RTO FELT PAPER OVER PLYWOOD SUSFLOOIR,WARE LATH NTH A MINIMUM OF 1 1/4-THICK CEMENT. 1. CONCRETE IS TO BE PLACED IN CONFORMANCE WITH A.C.I.304.LATEST ADDITION. CONTRACTOR SHALL COORDINATE FRAMING AS REQUIRED FOR ALL ADJACENT FINISHED FLOORS TO BE SHEET NAME AND NUMBER CONCRETE IS NOT TO BE SUBJECT TO DROPS OF MORE THAN 5'-0". FRESH AND LEVEL WITH MUD JOB FINISHED BOOR. [NY] Z TWENTY-EIGHT DAY COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE AS FOLLOW. 7. ALL FLOORS DESIGNATED AS A THIN SET APPLICATION FOR A TILE FLOOR SHALL HAVE 1/2"DIn [NY]TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENT BY COMPONENT CEMn BOARD OUS BOA OVER PLYWOOD SUBFLOOR,CONTRACTOR SHALL COORDINATE FRAMING AS GENERAL NOTES FOOTINGS 3,000PSI REQUIRED FOR ALL ADJACENT FINISHED FLOORS TO BE FLUSH AND LEVEL WiTH THIN SET FINISHED SLAB ON GRADE 3,500PSI FLOOR. WOOD WALLS 3,50OP9 FRAME BASEMENT SLAB CRAWL SPACE A002 B. ALL FLOORS DESIGNATED AS FINISHED W000 FLOORS SHALL HAVE ROSIN PAPER OVER PLYWOOD CLD.IATEZONE4 FENESTRATION SKYLIGHT GLAZED CEILING MASS WALL FLOORS WALLS R.VALiIE 6t WALE S. ALL POURS ARE TO BE TERMINATED BY FORMS.PROVIDE KEY WAYS AS INDICATED ON THE SUBFLOOR AND SHALL RECEIVE i(DIKE)COAT OF SEALER AND A MINIMUM OF 3(THREE)COATS OF U-FACTOR U-FACTOR FENESTRATION R-VALUE WALL R-VALUE R-VALUE DRAWINGS. POLYURETHANE.CONTRACTOR SHALL COORDINATE SHGC R-VALUE R-VALUE DEPTH R-VALUE DATE: 7/31/2023 4. ALL CONCRETE IS TO FORMED. 9. ALL EXTERIOR TRIM SUCH AS WINDOW AND DOOR TRIM,FASCIAS,FRIEZES MOLDING,WOOD WOOD PANELS REQUIRED 012 0.55 0 40 R-49 R-230 OR R-8/R-13 R-19 R-IOIR-13 R-10,2FT R-IOIR-13 ETC.SHALL BE SECURED USING STAINLESS STEEL FINISH NALS-COUNTERSUNK,PUTTIED.SANDED 5. ALL STEEL REINFORCEMENT IS TO BE DEFORMED BARS OF INTERMEDIATE GRADE NEW BILLET AND SPOT PRIMED PRIOR TO PAINTING 0.26 - - N/A N/A THIS DRAWING&DESIGN RED STEEL A-615 GRADE 60.BENDS IN REINFORCEMENT ARE TO BE SHOP FABRICATED.FIELD 10.ALL EXTERIOR TRIM SUCH AS WINDOW AND DOOR TRIM,FASCIAS,FRIEZES,MOLDING,WOOD PANELS, PROVIDED N/A DASH R49 R2l N/A N/A N/A IS THE PROPERTY \54� ,�► BENDS WILL NOT BE PERMITTED. ETC,SHALL BE OTHER FACTORY OR FIELD BACK,SIDES.FRONT AND CUTS PRIMED AND RECEIVE 2 CA k EXTERIOR PAINT;'N.SF. OF JAN CADEK. THIS F H(A 6. ALL REINFORCEMENT STEEL IS TO BE SECURELY WIRED TOGETHER IN THE FORMWORK.TWO _ I JAN CADEK ATTEST THAT THE INSULATION AND ENERGY DESIGN OF THIS 0 WAY MATS OF STEEL ARE TO BE TIED AT ALTERNATE INTERSECTIONS BOTH WAYS. II.,ALLGRADE) ROOFING ���ACLLL�DI�p�GAMED�)AR SHINGLES HNG FACTORY DRAWINGS S ALL BE(, DRAWING&DESIGN .4 7. THE FOUNDATION SUBCONTRACTOR IS TO PROVIDE HIGH CHAIRS,SPACERS.SUPPORTS,ETC PRIMED)WITH 2(TWO)COATS a FINISH STAIN INSTALLED EITHER PER CEDAR SHAKE FIELDOR SHINGLE STRUCTURE MEET OR EXCEED THE STANDARDS OF THE NEW YORK STATE BUILDING LAYOUT MAY NOT BE * A$NECESSARY FOR THE PROPER PLACEMENT OF THE REINFORCEMENT STEEL BUREAU BEST PRACTICE AND SPECIFICATION.TEL(604)820-7700 WWW.CEDARBUREAU.ORG CODE REQUIREMENTS FOR ONE AND TWO FAMLY DWELLINGS CHAPTER 4. REPRODUCED WITHOUT * HIS EXPRESS WRITTEN �'�► �- CONSENT COPYRIGHT.JAN �>` �4136 pQ`• CADEK 2023© OF N E� ABOVE STAIR TO BE 2X4 METAL STUDS ON FLAT W/R10 CLOSED CELL SPRAY FOAM VERIFY EXISTING OR PROVIDE NEW INSULATION,AND 'THICK GYP.BOARDS,PAINTED FIREBLOCKING AT THE TOP OF REMOVE EXISTING STAIR AND INSTALL NEW.TREAD TO BE MIN.9',RISER TO BE MAX.8 BASEMENT PLAN NOTES: STAIR 1'.HANDRAIL HEIGHT NO LESS THEN 34'&NO MORE THEN 38'ABOVE SLOPED PLANE NEW WD.TREADS TO MATCH I \ ADJOINING THE TREAD NOSING.RAILING OPENING UMITAT10N-OPENING NOT TO ALLOW 1' FLOORS: HARDWOOD FLOOR 0 FIRST FL INSTALL NEW EGRESS WINDaM WELL W/BUILT-IN STEPS UP TO GRADE. PASSAGE OF SPHERE 4'DIAMETER.PROVIDE MIN.80'HEAD HEIGHT ABOVE SLOPED T EXISTING CONCRETE SLAB TO BE REMOVED.HAND-EXCAVATE SOIL BELOW I \ �- PLANE ADJOINING TREAD NOSING. TO CREATE NEW CEILING HEIGHT 7'-0'FINISH.USE BILCO SCAPEWELL POLYETHYLENE WINDOW WELL W/COVER -NEW CONCRETE SLAB TO BE 4'THICK W/W.W.M.6X6-1.4WX1.4W OVER I \ REMOVE EXISTING WINDOW AND INSTALL NEW HEAT PUMP IN THE OPENING.HEAT PUM POLY VAPOR BARRIER(MIN.10MIL)OVER GRAVEL NEW WD.(PAINT)RISERS 1 \ REMOVE EXISTING WINDOW AND INSTALL NEW.EXISTING WINDOW WIDTH -- SIZE TO BE MIN.1TON,9,000 BTU. -FINISH FLOORING TO BE VINYL TILES. BOTTOM OF NEW FOOTING AT \ FITS NEW EGRESS WINDOW,CUT FOUNDATION WALL DOWN TO ALLOW - EXISTING CRAWL SPACE 2 WAILS&CEILING: EXISTING HOUSE TO ALIGN W/ \ FOR NEW EGRESS WINDOW HEIGHT.INSTALL NEW EGRESS WINDOW. 00 BOTTOM OF EXISTING FOOTING \ SILL MAX.42'ABOVE FINISH FLOOR. 6INSTALL NEW 4'CONCRETE SLAB W/W.W.M.6X6-1.4WX1.4W OVER -INSTALL 2X4016'0.C.STUD WALL W/R13 BATT INSULATION,KEEP I POLY VAPOR BARRIER OVER 4"GRAVEL STUDS MIN.TOFF EXISTING CMU FOUNDATION WALLS. PROVIDE 'THICK GYP.BOARDS (2)-14 REBAR 0 16.00 �\ INSTALL NEW 20 0 16"O.C.METAL STUDS W/J"THICK MOISTER& -NEW WALLS&COLNG TO HAVE 'THICK GYP.WALL BOARDS,PAINTED UNDER EXIST.STAIR. VERTICALLY.6'AMETlOMENT IN NEW MOLD RESISTANT GYP.BOARDS 3. HEATING AND COOLING: &EXISTING FOUNDATION \ _ -INSTALL NEW HEAT PUMP,SIZE MIN.1 TON,9,000 BTU.LOCATION AS 1 EXISTING REMOVE EXISTING OIL TANK • WALL W/EXISTING CHIMNEY TO HAVE NEW 2X4 METAL STUDS ON __ li i, c 2R SHOWN. 1 -- WASTE UN I I I I I I UP FIAT W/}'THICK MOISTER&MOLD RESISTANT GYP.BOARDS r REMOVE EXISTING SINK <<_=J "� r--T-T I I I I INSTALL 2X4 METAL STUDS ON FLAT AT CEILING W/j'THICK MOISTER I EXISTING 4 NG ELECTRIC TO REMAIN,REPAIR AS NEEDED NEW VINYL NEW 4'CONCRETE SLAB REMOVE EXISTING WASHER AND DRYER A 1 LEI-I�I-I WATER LINE. &MOLD RESISTANT GYP.BOARDS -NEW LIGHTS,OUTLETS,CO2 AND SMOKE DETECTORS AS PER ELECTRIC TILES OVER W/W.W.M.6X6-1.4WX1.4W OVER I I 1 I 1 1 I I 1 PROVIDE NEW ACCESS DOOR W/SCREEN FOR VENTILATION PLANS. NEW CONCRETE POLY VAPOR BARRIER(MIN. 1 I 11 I I _L L EXISTING GAS METER DEMOLITION NOTES SLAB 1oMIL)OVER GRAVEL I 1 I I I EXISTING J I I EXISTING WATER METER I I 1 GARAGE 1 1^ DURING DEMOLITION CONTRACTOR TO INSTALL PROPER SHORING AND MAINTAIN ALL o STRUCTURAL POSTS&HEADERS FOR REVIEW BY ARCHITECT PRIOR TO REMOVAL I� ENCLOSE GAS AND WATER METER AND PROVIDE LARGE ACCESS DOOR I 1 I NEW 3 J'DUl PAINTED STL COLUMN 1 I I EXISTING FILLED W/CONCRETE ON TOP OF NEW 3' -J I I W EXISTING LEAD-BASED PAINT NOTES: FOUNDATION SQUARE CONCRETE FOOTING,12'DEEP z`�' EXISTING HOT WATER TANK AND OIL BURNING FURNACE TO BE REMOVED NEW STAIR DETAIL I I 11 1 I I_o BASEMENT 3 W/(3)-f4 REBAR BOTH DIRECTIONS, '-" EXISTING 1. ALL NEW PAINT(INTERIOR AND EXTERIOR)TO BE WATER-BASED OR OIL-BASED SCALE:1 1/2"=1'-O" I I 1 I I NEW CEILING HEIGHT 7'-0' CRAWL SPACE PAINT.NO LEAD-BASED PAINT IS ALLOWED TO BE USED ANYWHERE. NEW CONCRETE PLATFORM W/ I I SET 0 3"ABOVE BOTTOM OF FOOTING. I I�, 2. IN CASE OF EXISTING LEAD-BASED PAINT FOUND AT EXISTING CONSTRUCTION STEPS.5'THICK CONCRETE SLAB I NEW VINYL TILES EXISTING EXISTING CONCRETE SLAB CEILING 1 I I r--------------------� 1 1�3 TO BE REMOVED BY CONTRACTOR OR SUBCONTRACTOR CERTIFIED FOR LEAD W/W.W.M.1OX10-1.4WX1.4W. I I i i CEILING I II I II i ii I I � � HEIGHT 66' EXISTING 10"CMU WALLSBUILT 8'WIDE CONCRETE FOUNDATION WALL AT PERIMETER REMOVE EXISTING METAL COLUMNS tiON TOP OF 20'W BY 12"HIGH I FOOTING W/(3)14 REBAR SET I I LI--- NP FIRE-RATED DOOR W/SELF CLOSE�-a\ I m z NEW ELECTRIC HOT WATER TANK HEATER 1 AT 2'ABOVE BOTTOM OF 1 HARDWARE.DOOR SIZE 30'X80' I I EXISTING 1 FOOTING.BOTTOM OF FOOTING i l l Z GAS LINE TO BE MIN.42"BELOW FINISH L----- i NEW 3 J'Obl PAINTED STL COLUMN GRADE i FILLED W/CONCRETE ON TOP OF i EXISTING FOOTING I L------------- - _ _ i i NEW 2"RIGID INSULATION OF (2)-#4 REBAR 0 16"OC EXISTING ELECTRIC PANEL,PROVIDE NEW METAL ACCESS DOOR EXISTING RIM BOARD VERTICALLY.fi AME:NDMENT IN NEW 00 NEW SOUND ATTENUATION - &EXISTING FOUNDATION g EXISTING REPLACN EXISTING L- -- --I INSULATION BETWEEN EXIST.JSTS. DRIVEWAY 602 BOTTOM OF NEW FOOLING AT A EXISTING HOUSE TO ALIGN W/ BOTTOM OF EXISTING FOOTING 601 BASEMENT PLAN 0 SCALE:1/4"-1'-0" NEW CONCRETE PLATFORM W/STEPS.5-THICK In REMOVE EXISTING FRONT DOOR CONCRETE SLAB W/W.W.M.1OX10-1.4WX1.4W. 2, AND STEEPS.CLOSE OFF BUILT 12'WIDE CONCRETE HAUNCH AT PERMETER, 0 EXISTING CONSTRUCTION OPENING TO MATCH EXISTING BOTTOM OF HAUNCH TO BE MIN.12'BELOW FINISH WALL GRADE.INSTALL JTHICK BLUESTONE FLOOR 0 NEW CONSTRUCTION NEW ITHICK GYP.CEILING BOARDS, EXISTING CONSTRUCTION PAINTED.CONTINUE BOARDS TO TO BE REMOVED MEET EXISTING SILL PLATES TO PROVIDE FIREBLOCKING. REMOVE EXISTING SCREEN PORCH.KEEP REMOVE EXISTING WINDOW REMOVE EXISTING DOOR EXISTING FOUNDATION.NEW 2X6 0 16"O.C. PROVIDE NEW NEW FLOOR(TYPE AS SHOWN) AND CLOSE OFF OPENING AND INSTALL NEW. WALL W/J'THICK COX PLYWOOD,TYVEK OVER "THICK COX PLYWOOD(GLUE& EXISTING PATIO TO REMAIN TO MATCH EXISTING WALL - HOUSE WRAP,NEW SIDING.USE R-21 BATT SCREW ATTACHMENT)OVER NEW 2X -REPAIR/REPLACE DN REMOVE EXISTING RADIATOR INSULATION,rMICK GYP.WALL/CEILING 016'0.C.SLEEPERS OVER EXISTING BLUESTONE FLOOR AS 3-9 7' S'-5'-V.I.F. AND CLOSE OFF OPENING BOSS'PAID. CONCRETE SLAB.INSTALL BATT INSULATION c, NEEDED EXISTING WINDOW / TO MATCH EXISTING WAIL EXISTING WINDOW BETWEEN SLEEPERS. T MAI TO REMAIN A Z ° N ABOVE ��� I FIRST FLOOR PLAN NOTES: F NEW COUNTER W/CABINETS i NEW UP NEW PANTRY CL i N ANTRY C M PWDR I_I I I NEW BOOK SHELVES 1. FLOORS: s EXISTING o NEW]HARDWOOD FL - -EXISTING CARPET TO BE REMOVED,HARDWOOD FLOOR UNDERNEATH TO $ , HANS CADEK ARCHITECTURE y " REMOVE;EXISTING BATHROOM " BE REFINISHED TO MATCH EXISTING HARDWOOD FLOOR AT FAMILY ROOM. WWW.HANSCADEK.COM PATIO EXISTING CMU FOUNDATION WALL s `� FIXTURES,AND FINISHES AND �� 9 EXISTING RADIATOR TO BE `I `b -KITCHEN TILE FLOOR TO BE REMOVED,INSTALL NEW HARDWOOD FLOOR N z 2-10' a ON TOP OF EXISTING CONC. z REMOVE EXISTING DOOR AND `� INSTALL NEW(HARDWOOD FLOOR � �`� N � N TO MATCH EXISTING AT FAMILY ROOM. - -- C REMOVED((n'PI�). r FOOTING. 63 SHELLEY ORT CHESTER NEW YORK STEPS AND INSTALL NEW ___ .�� WET BAR _--� --' OFF E a; -STAIR TREADS-REMOVE EXISTING CARPET AND REFINISH TREADS TO AVE,r r SLIDING DOOR REMOVE EXISTING WINDOW N NEW HAIR WOOD FIL MATCH EXISTING HARDWOOD FLOOR AT FAMILY ROOM.REFINISH EXISTING JANCADEK77@GMAIL.COM,P-914 649 8473 CENTER LINE-NEW SLIDING REMOVE EXISTING = % AND INSTALL NEW DOOR o� HANDRAIL TO MATCH HARDWOOD FLOOR. DOOR AND STAIR TO BE WALLS&DOOR " ` z� EQ.3 EQ.3 - W 2. WAS&CEILING: PROVIDE CONTINUOUS FIREBLOCKING CENTERED ON EXISTING o SEE DEMOLITION m = $ W:5 I I S -ALL EXISTING WALLS AND CEILING TO BE REPAIRED AND REPAINTED EVERY 10'MAX.USE FlREBLOCK m FIREPLACE o $ NOTES. 3 o o -NEW WALLS TO HAVE rMICK GYP.WALL BOARDS,PAINTED FOAM SILfM TO FILL GAB BETWEEN o m I ! `� �I� 0 3. INTERIOR TRIMS: WALL STUD AND CONC.WALL FROM t4�m tieo a- - - - - - s - - - --� �_ - - - - I -E(STING TRIM TO BE REPAIRED AND REPAINTED FLOOR TO CEILING. (n l K E l I I EB -NEW TRIM TO MATCH EXISTING = NEW CONCRETE PLATFORM W/ a �, __ ;�,E51 REMOVE EXISTING WALL I I"' ALTERED 4. HEATING AND COOLING: o STEPS.5'THICK CONCRETE SLAB OD ? SEE DEMOLITION NOTES. -REMOVE EXISTING RADIATORS Z 18' Z� Z c, LIVING RM NNEW THICK GYP.WALL BOARDSW/W.W.M.1OX10-1.4WX1.4W. Z 24DW TRASH N REMOVE EXISTING KITCHEN o� -INSTALL NEW HVAC CENTRAL SYSTEM.ASSUME ONE ZONE W/ PAINTED Q BUILT 8`WIDE CONCRETE o FIXTURES APPLIANCES, NEW CUBBIES EQUIPMENT 0 THE ATTIC AND ONE CONDENSER NEXT TO EXISTING STORAGE � FOUNDATION WALL AT PERIMETER 4'-2 6-4 4 6 CABINETS AND VINYL EXISTING BRICK CHIMNEY, Q BOX AT REAR/SOUTH ELEVATION(SEE SITE PLAN FOR LOCATION). ANY PENETRATION TO BE SEALED Z ON TOP OF 20'W BY 121HIGH NE KITCHEN " FLOOR.INSTALL NEW REPAIR EXPOSED BRICKS AS N W zS - 5 4J:QIE!Q: BY FIREBLOCK FOAM SILENT. FOOTING W/(3)14 REBAR SET NEW HARDWOOD FL _ HARDWOOD FLOOR NEEDED AND RE-PAINT. `D MUD OOM -EXISTING ELECTRIC 10 REMAIN,REPAIR AS NEEDED ... NEW KITCHEN ISSUE#3: AT 2"ABOVE BOTTOM OF ISLAND W SEATING ALTERED / NEW 2X4WD.STUDS 0 16"o.C.W ... iv I NEW ��-N -NEW LIGHTS,OUTLETS,CO2 AND SMOKE DETECTORS AS PER ELECTRIC ISSUE#2: FOOTING.BOTTOM OF FOOTING / NEW TO BE MIN.42'BELOW FINISH a Wi£HOOD DINING REMOVE EXISTING DOOR AND NEW HOOK iEt 25 6. NEW INTERIOR DOOR: R13 BATT INSULATION / ISSUE#1: 08/01/2023-BLDG.PERMIT APPLICATION 11'11• 3' NSTALL NEW TRIMMED _ -NEW DOOR TO BE 1 J'THICK MDF,PAINTED,STYLE&HARDWARE TO GRADE NEW COUNTER W/CABINETS NEW COUNTER W/CABINETS- OPENING AS SHOWN MATCH EXISTING.SIZE AS SHOWN ON PLAN. NEW 2X4 P.T.WALL PLATE PROJECT NAME AND LOCATION NMIi i i " �I I D102 KEEP NEW STUDS ALIGN W/ NEW 36'H METAL RAILING W/-f 10 R EXISTING 10 BENCH BENCH 5-6 1 DEMOLITION NOTES EXSTING FOOTING NUNZIATO RESIDENCE NG AND MAINTAIN ALL VERTK'AL SPINDLES NOT ALLOW ® ® STRUCTURAL POSTSDURING &HEADCERS FOR TOR TO(REVIEW BY ARCHITENSTALL PROPER CT PRIOR TO REMOVAL. TOP OF EXISTING FLOOR CONCRETE 30 ARGYLE RD PASSAGE OF 4'DUl SPHERE WIN WS AND INSTALL EXISTING BAY EXISTING BAY SLAB TO BE REMOVED 2 FIRST FL PLAN EW' WINDOW TO I�WN WINDOW TO REMAINL LEAD-BASED PAINT NOTES• RYE BROOK,NY 10573 NEW 1X6 PINE BASE,PAINTED SCALE:1/4"=1'-0" Z EQ. EQ. 1. ALL NEW PAINT(INTERIOR AND EXTERIOR)TO BE WATER-BASED OR OIL-BASED NEW VINYL TIUEs � SHEET NAME AND NUMBER 0 EXISTING CONSTRUCTION PAINT.NO LEAD-BASED PAINT IS ALLOWED TO BE USED ANYWHERE. OVER NEW CONCRETE SLAB W/W.W.M. REMOVE EXISTING FRONT DOOR NEW CONCRETE PLATFORM W/STEPS.5'THICK 2. IN CASE OF EXISTING LEAD-BASED PAINT FOUND AT EXISTING CONSTRUCTION -6X6-1.4WX1.4W OVER POLY VAPOR BASEMENT PLAN$FIRST FL PLAN AND STEPS.CLOSE OFF CONCRETE SLAB W/W.W.M.10X10-1.4WX1.4W TO BE MOVED BY CONTRACTOR OR SUBCONTRACTOR CERTIFIED FOR LEAD BARRIER(MIN.10MIL)OVER GRAVEL 0 NEW CONSTRUCTION OPENING TO MATCH EXISTING REMOVAL. BUILT 121VIDE CONCRETE HAUNCH AT PERIMETER, A101 EXISTING CONSTRUCTION Wes- BOTTOM OF HAUNCH TO BE MIN.12"BELOW FINISH ° DATE: 7/31/2023 1 TO BE REMOVED GRADE.INSTALL('THICK BLUESTONE FLOOR THIS DRAWING&DESIGN RED,gRc LAYOUT IS THE PROPERTY OF JAN CADEK. THIS TYP.BASEMENT WALL DETAIL DRAWING&DESIGN n.{ -2" 1'-0" LAYOUT MAY NOT BE Q./SCALE.1 1/ REPRODUCED WITHOUT HIS EXPRESS WRITTEN r► CONSENT COPYRIGHT.JAN 9 41365 C)� CADEK 2023© C)F N E�y NEW DRYER-EXHAUST VENT-4'DIA METAL DUCT TO EXTERIOR WALL TERMINATION W/BACK-DRAFT DAMPER,MIN.NAWAY FROM OPERABLE WINDOW. REMOVE EXISTING WINDOW EQUAL EQUAL AND CLOSE OFF OPENIN -- 6'6- 3' TO MATCH EXISTING WALL A GLASS ENCLOSURE W/24- EQ. EQ. EXI G REMOVE EXISTING DOOR 601 SHOWER GLASS DOOR 20 o VAN DO TO AND Wes•(S 5_'V.I.F. 3' (TEMPERED GLASS) R DEMOLITION NOTES' — HALF WALL 42•TALL W/ TEMPERED G NEW HARDWOOD FL p�pp D SHOWER W GLASS SECOND FLOOR PLAN NOTES: NEW 5' ON 14 EXISTING GLASS) ,� a BATH 2' �'�1,f' P CLOSET > EW TILE N v R EW'600R ,, GNLLL GLASS ENCLOSURE W/24' 1 FLOORS: � _ •_ SHOWER GLASS DOOR -EXISTING CARPET TO BE REMOVED,HARDWOOD FLOOR UNDERNEATH TO • ��' NEW)LAN DRY NEW LINEN C ATTIC i (TEMPERED GLASS) RENEW REFINISHED FLOORS DTO MATCH EXISTING ASTING HARDWOOD �AMILYR AT FROOM. AMILY ROOM. A r ACCESS �� NEW NEW 1 2. !4k_ i Z' WASHER DRYER NEW ?41_ I REMOVE EXISTING WINDOW 1" EXISTING EXPOSED BRICK -ALL EXISTING WALLS AND CEILING TO BE REPAIRED AND REPLANTED �� MAST R BATH NEW WALLS TO HAVE'THICK GYP.WALL BOARDS,PLANTED N CLOSET ,���' J __1 AND INSTALL NEW DOOR CHIMNEY,REPAIR BRICKS AND - N R ti NEW TILE FIL RE-PAINTED. 3. INTERIOR TRIMS: Gq�� -EXISTING TRIM TO BE REPAIRED AND REPAINTED 2)-2A X ;�, -NEW TRIM TO MATCH EXISTING NEW WINDOW 2-6' ALIGN -' 4. HEATING AND COOLING: CENTERED W _0 3'-6- z o NEW WINDOW CENTERED ON -REMOVE EXISTING RADIATORS (STING - -INSTALL NEW HVAC CENTRAL SYSTEM.ASSUME ONE ZONE W ROOF RIDGE NEW EXISTING STEP ° WINDOW BELOW / ABOVE ,� BEDROOM 5• R 0 EXISTING MAST R BEDROOM EQUIPMENT 0 THE ATTIC AND ONE CONDENSER NEXT TO EXISTING STORAGE > NEW HARDWOOD ALTERED M FIXTURES AND BOX AT REAR/SOUTH ELEVATION(SEE SITE PLAN FOR LOCATION). BEDROOM Fl N.INSTAL_NEW �0 5. ELECTRIC: D REMOVE EXISTING DOOR -EXISTING ELECTRIC TO REMAIN,REPAIR AS NEEDED r1- _� —————— — — AND INSTALL NEW. -NEW LIGHTS,OUTLETS,CO2 AND SMOKE DEFECTORS AS PER ELECTR�: — —— ———� —— —— �— ` NEW PLANS. REMOVE�EXISTING 4—AND W I ( I I I I I I I CLOSET 6. NEW INTERIOR DOOR: (SEE DEMOLITION I I EXISTING I I IX G I I NEW HARDWOOD -NEW DOOR TO BE 1 J'THICK MDF,PLANTED,STYLE&HARDWARE TO NOTES) I I I I ACCESS I I I I ACC S I I I I FL MATCH EXISTING.SIZE AS SHOWN ON PLAN. A oil I I pppR I I I I I 1 --� DEMOLITION NOTES NEW mi ELM :60�111 ACCESS I I ! I EXISTING RADIATOR TO BE I I DURING DEMOLITION CONTRACTOR TO INSTALL PROPER SHORING AND MLANTLAN ALL DOOR 601 REMOVED(TYPICAL). 01 STRUCTURAL POSTS&HEADERS FOR REVIEW BY ARCHITECT PRIOR TO REMOVAL 0 0 0 Flo LEAD-BASED PAINT NOTES: NEW DORMER W/EGRESS i� 1. ALL NEW PAINT(INTERIOR AND EXTERIOR)TO BE WATER-BASED OR OIL-BASED 6'2- WINDOW,SEE SHEET A602 2 PLANT.NO LEAD-BASED PAINT IS ALLOWED TO BE USED ANYWHERE a 2. IN CASE OF EXISTING LEAD-BASED PAINT FOUND AT EXISTING CONSTRUCTION B NEW DORMER W/EGRESS S TO BE REMOVED BY CONTRACTOR OR SUBCONTRACTOR CERTIFIED FOR LEAD 602 WINDOWS,CENTER ON 1 SECOND FL PLAN EXISTING BAY WINDOW BELOW o REMOVAL SCALE:1/4"=V-0" EQUAL EQUAL 0 EXISTING CONSTRUCTION 0 NEW CONSTRUCTION EXISTING CONSTRUCTION TO BE REMOVED NEW ROOF STRUCTURE NEW ROOFING TO BE GALVALUME, NEW ROOF STRUCTURE TO MATCH AND ALIGN WITH EXISTING EXISTING ROOF-INSTALL NEW ROOFING STANDING SEAM E. Q. A 641 `�� NEW 6 K-STYLE ALUMINUM EXISTING ROOF GUTTERS AND DOWNSPOUT ———— ————- - I HANS CADEK ARCHITECTURE STRUCTURE TO BE FOR OLD AND NEW ROOF = I / REMOVED ( )/11 ROOF PITCH CL WWW.HANSCADEK.COM I v x�, x BRAKE y�� �� I , yp I 63 SHELLEY AVE,PORT CHESTER,NEW YORK x i JANCADEK77@GMAIL�COM,P-914 649 8473 I ��� o a = cx IL � I NEW ASPHALT SHINGLES ALIGN ROOFING OVER NEW ALIGN 1 NEW ROOF RIDGE AND EXISTING EXISTING ROOF RIDGE g ROOD I � I 1 i EXISTING BRICK CHIMNEY- I REPAIR AS NEEDED. 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(3)2X8 1 I I 1 1 1 J— I 1 FLUSH BEAD TO REMAIN I I I I III I I Isl I I III I I I I I I I I I I I I I I I Icn C EXISTING NEW POST i' CONCRETE FLOOR ABOVE i l 2X8 016'0.C. 2X8 016'O.C. 2X8 016'O.C. I 2X8 016'O.C. EXISTING 1ST.FL JSTS EXISTING 1ST.FL JSTS EXISTING 1ST.FL JSTS 'i EXISTING 1ST.FL JSTS I I I I I I I 1 CUT BACK EXISTING FL. I I JOISTS TO ALLOW FOR NEW BEAM.USE GALV.METAL JOIST.HANGERS BY i l SIMPSON STRONG-TIE. I I III I I I Irl I 1 NEW POST JEW POST I I ABOVE I I �E= I I -- --------- 1 I NEW OBL 1 j'X11 J•LVL HEADER --------------� I I FRAMING PLAN L-------------J FIRST FLOOR 1R SCALE:1/4"=1'-0" +jG All , IIG ID t E Z �` I _N I rn , II rn III � , v I Is v Isl 1 a Iry = Ar 2X8016'O.C. , 2X8016'O.0 2X8016'O.C. 2X8016'0.C. III 2X8016'0.C. I v 2X8016.O.C. co Ar NEW 2NO.FLJSTS I NEW 2ND.FL NEW 2ND.FLJSTS EXISTING CING.JSTS EXISTING CIA.JSTS o I NEW 2ND.FL JSTS. II o Illo I e *.A 11 Irl cn - ;CLJ z 12- Z r r VERIFY EXISTING FL JOISTS SIZE iz m / i¢DIRECTION.IF DIFFERENT SIZE j OR DIRECTION IS FOUND CONTACT ARCHITECT FOR REVIEW ,I I NEW OBL2X8 HEADER III i PRIOR TO ANY DEMOLITION. , ,q VERIFY EXISTING HEADER VERIFY EXISTING HEADER i" 'f MANS CADEK ARCHITECTURE TO BE MIN.OBL.2X8 TO BE MIN.DEIL.2X8 , WWW.HANSCADEK.COM 63 SHELLEY AVE,PORT CHESTER,NEW YORK FRAMING PLAN HANS@HANSCADEK.COM,P-914 649 8473 SECOND FLOOR 2 SCALE:]/4"=P-0" NEW ROOF FRAMING EXISTING ROOF FRAMING NEW ROOF FRAMING DBL 1 rX5 rLVL RAFTER W/2X10 CEILING JOIST BETWEEN TO CREATE TRIANGULAR TRUSS.SUPPORT RIDGE W/DBL 2X4 POST.SEE SHEET A60 _-_ -_--__ I I ♦♦ r rr rr a rr rr r ------------ I II ; II II II II I �� ... � ; ISSUE#3: ♦\ I III o III o III III o III I `.�6ti ISSUE#2: I I ♦ r rr rr c.i rr rr c.i ss r ... 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I L---- ---1 ------- I .'----------- '; ', --- -- --- err "� - ------ ,n •'; ---' THIS DRAWING&DESIGN EtED / 6 016'O.C. 2X6 016' , 6 0161O.C. 2X6 016' 6 016'O.C. 2X6 016 I I -(UGC NEW ROOF NEW ROOP , NEW ROOF NEW ROOF NEW ROOF NEW ROOF , -------------------- LAYOUT IS THE PROPERTY S I�' 11 _I--- ' lLw _10_ -_.wmma' ;1LT�►r 1s-- _-ems' , OF JAN CADEK.THIS ---------- ------1---- ----- ---------- ------------------- --------------------------- --- - ------ -- -I DRAWING&DESIGN LAYOUT NEW DORMER-2X6016STUD WALLS TO MAY NOT BE REPRODUCED # SIT ON TOP OF DBL 1�"X5 j'LVL RAFTER WITHOUT HIS EXPRESS N i4 FRAMING PLAN WRITTEN CONSENT/07\ROOF •�► 3 SCALE:]/4"=1'-0" COPYRIGHT.JAN CADEK 9 O413a3 O 2023 0 F I \ 1 \ 1 ` 1 ` 1 ` 1 \\ I \ \ PROVIDE ELECTRIC POWER FOR NEW HEAT PUMP AS PER `\ MANUFACTURER SPECS. PUMP[NEW HEATI 1 I - 1 U T ELECTRICAL NOTES: CH i � OUTLET DUPLEX I 3,6 GFl OUTLET DUPLEX EXISTING / / ——�----- ! 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DETECTOR AND CARBON MONOXIDE DETECTOR TO BE 0 THESE LOCATIONS: SMOKE DETECTOR • INSIDE OF EACH BEDROOM OR ROOM USED FOR SLEEPING • OUTSIDE OF EACH BEDROOM OR ROOM USED FOR SLEEPING IN l IMMEDIATE VICINITY THE BEDROOMS ON EACH ADDITIONAL STORY OF THE DWELLING INCLUDING BASEMENT AND CELLAR CARBON MONOXIDE DETECTOR t t- THE LOWEST FLOOR LEVELS OF THE HOME,BASEMENTS AND + - FIRST FLOORS,ALL COMMON AREAS OF FLOORS WITH t t BEDROOMS. --- 98 I I 1 LI 0) EXISTING PATIOEd i 1 Ml f"I r-�d- I t t -�{ 1 1/ r F ICE — I \ ALTER t]—A DISH i 'I t -�r, — ,�i---�-LPG t WASHER I t'' 6-t; '! NEW ITCHEN I+i i NEW - =----- Film �L '' HANS CADEK ARCHITECTURE PROVIDE ELECTRK; ' ____ _______ WWW.HANSCADEK.COM ELECTRIC POWER FOR ALL KITCHEN APPLIANCES AS 63 SHELLEY AVE,PORT CHESTER,NEW YORK FIRST FL PLAN PER MANUFACTURE EXISTING SMOKE AND 2 SCALE:t/4"=1'.0" SPECS. CO2 DETECTOR,V.I.F. HANS@HANSCADEK.COM,P-914 649 8473 INSTALL NEW AS NEEDED PROVIDE ELECTRIC POWER FOR WASHER& DRYER AS PER MANUFACTURER SPECS. 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EXISTING / --- -- ------- NEW -- ----- ---- / MASTER BEDROOM ;ALTERED RYE BROOK,NY 10573 —� BEDROOM / SHEET NAME AND NUMBER NEW ELECTRICAL PLANS CLOSET DATE: 7/31/2023 A301 THIS DRAWING&DESIGN LAYOUT IS THE PROPERTY ���� ���'y,� OF JAN CADEK.THIS DRAWING&DESIGN LAYOUT MAY NOT BE REPRODUCED WITHOUT HIS EXPRESS SECOND FL PIAN WRITTEN CONSENT ��► SCALE:1/4"=1'-0" COPYRIGHT.JAN CADEK 3 �41383 O� 2023® OF NESN-4 ELEVATION NOTES: NEW•11FING-ASPHALT SHINGLE ROOF, ARCHITECTURE SERIES © GUTTERS DOWNSnUTS,COLOR TO MATCH METAL ROOFING © NEW EXTERIOR TRIM _ CORNER BOARDCORNER �w� �s>•a 11/'&WINDOW 6 FASCIA:1•'I-5/08 AZEK 1' r PAINTED wwr■�wwr>t.�■.w■.wwr■��■.wwr�.wwr>r.wwr■��■�wwl■��■ wwr■�wwr■.wwr■. •w■■��■w��■��■�w�>f��■��a��>.. � � .�■w �r�� li■ii■iit■i/i�.i...i.//.//../.■/.V�/I=i/■//■i%tii/■//■i/■i/■i/■//■//■/ IN go 11, / D D NEW EXTERIOR SIDINGHORIZONTAL ■■/ 1 ■■/■■Il■■/■■� ■�■■■■i■■�■■�■■�■■�■!itr�■■■■�■■I■■�■■�■■�■■�■■/■■a■NINON ONE B -i , •11 1 = EXPOSURE COLONIAL loolownev�■/■■/■■i■■o■ ■■� /■//■■/■ ■i Milmo�i■/1■ �•i D ■ ■ ,-,�' ZS \ ■■ ■■■ ■■ ■■■ � ,�■■■■ ■ NOON■■■no .,,, • 8'CLAPBOARD. 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I.s t�Irr� NEW EXTERIOR SIDING-SHINGLE VINYL SIDING CERTAAINqM,CEDAR IMPRESSIONSDOUBLE '1 111 NEW METAL n 11• / 1.1 �� D 'llSTANDING BAY WINDOWS. �� - 1 1' 1 1'•7' Win I t •11 1 �1 a •11 1• 1 1 � ■�■■ ■�■ ■■��■�■■■ ■ ■11�■��■■�■■■ • ■■■ ■■ ■�■■�■■�■■ ■■�■■■■ ■��■Nil ■ .-�� ii■ii i■? //■ i�iii�i i■/i // iiti i ii� i�// //■ ■■i■ /■��//■// — � I-f- —TT •1 1 1 1 ' ! •Y 1 �:�� WEI on - 1 iwiwwl wwww� •7...1 71 w 1 71 / 1 U ri D NH ISSUE#1: 08/01/2023-BLDG.PERMIT APPLICATIONISSUE#2: PROJECT1 LOCATION NUNZIAT/RESIDENCE 30 ARGYLE ,, RYE BROOK, ISHEET NAME 1 NUMBER Off ERIOR ELEVATIONS © 1 1 O 1 1 I7/31/2023 A401� I I THIS DRAWING&DESIGN LAYOUTPROPERTY OF JAN CADEK.THIS DRAWINGLAY1DESIGN UT MAY 1 T BE REPRODUCED WITHOUTHIS EXPRESS WRITTEN it CONSENT1• CADEK 20230 • 3'-0' INDOW TYPE 1 0 DIALE-NTS EGRESS WINDOW EGRESS WINDOW a EGRESS WINDOW CASEMENT WINDOW- MODEL#AN281 ROUGH OPENING-2'-8"Xi'-9' EGRESS WINDOW A WINDOW TYPE A B WINDOW TYPE B C WINDOW TYPE C D WINDOW TYPED E WINDOW TYPE E I WINDOW SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS CASEMENT WINDOW- CASEMENT WINDOW- DOUBLE HUNG WINDOW- CASEMENT WINDOW- CASEMENT WINDOW- CASEMENT WINDOW- MODEL i CXW145 MODEL 1 CR12 MODEL#WOH28310 MODEL CX14 MODEL#CW235 MODEL 19 CX135 ROUGH OPENING-3'-0 1/27X4'-5 3/8' ROUGH OPENING-1'-5 1/2'X2'-0 5/8' ROUGH OPENING-2'-10 1/8X4'-0 7/8' ROUGH OPENING-2'-8X4'-0 1/2' ROUGH OPENING-4'-8 1/2-X3'-5 3/8' ROUGH OPENING-2'-8'X3'-5 DOORTYPE F DOORTYPE G DOORTYPE H F SCALE:NTS G SCALE:NTS H SCALE:NTS 2 J'THICK WOOD OR FIBERGLASS DOOR- GLIDING PATIO DOOR- INSWING PATIO DOOR- 2 PANEL STYLE W/INSULATED GLASS MODEL#FWG120611-4 MODEL#FWH2968 ROUGH OPENING-11'-9 3/4 X6'-11' ROUGH OPENING-2'-9X6'-8' WINDOW/DOOR SCHEDULE EXTERIOR HINGED AND GLIDING PATIO DOOR NOTES: FLOOR NUMBER TYPE SCREEN TEMPERED EGRESS REMARKS 1. MANUFACTURER-ANDERSEN,400 SERIES BASEMENT W00) I YES YES CASEMENT WINDOW 2. DMIOR FINISH-VINYL,COLOR WHITE TO MATCH BASEMENT W002 1 YES AWNING WINDOW EXISTING. 3. INTERIOR FINISH-WOOD,WHITE COLOR TO MATCH EXISTING. FIRST FLOOR WI01 A YES CASEMENT WINDOW 4. GLASS-LOW-E4 5. GRILLES->'CONTEMPORARY GRILLES WITH FIRST FLOOR 0102 F YES ENTRY DOOR ALUMINUM SPACER,PATTERN AS SHOWN 6. HARDWARE-NEWBURY STYLE AND FINISH TO FIRST FLOOR W103 A YES CASEMENT WINDOW MATCH EXISTING. FIRST FLOOR W104 A YES CASEMENT WINDOW 7. SCREENS-ALL OPERABLE DOOR TO HAVE INSECT SCREEN.FRAME TO MATCH E MIOR FINISH OF FIRST FLOOR DIOS G YES YES GLIDING DOOR DOOR. FIRST FLOOR D106 H YES YES INSWINO DOOR WINDOW NOTES: SECOND FLOOR W201 B FDMD WINDOW 1. MANUFACTURER-ANDERSEN 400 SERIES 2. EXTERIOR FINISH-VINYL,FINISH WHITE COLOR TO SECOND FLOOR W202 B YES YES CASEMENT WINDOW MATCH EXISTING. SECOND FLOOR W203 C YES DOUBLE HUNG 3• INTERIOR FINISH-WOOD,WHITE COLOR TO MATCH EXISTING,CONTEMPORARY INTERIOR PROFILE SECOND FLOOR W204 C YES YES DOUBLE HUNG 4. GLASS-Low-E4 SECOND FLOOR W205 D YES YES CASEMENT WINDOW 5. GRILLES-3/4-CONTEMPORARY GRILLES WITH ALUMINUM SPACER,PATTERN AS SHOWN SECOND FLOOR W206 E YES YES CASEMENT WINDOW 6. HARDWARE-CONTEMPORARY FOLDING,FINISH TO MATCH EXISTING. SECOND FLOOR W207 E YES YES CASEMENT WINDOW 7. SCREENS-ALL OPERABLE WINDOWS TO HAVE FULL SECOND FLOOR W208 E YES YES CASEMENT WINDOW INSECT SCREEN.FRAME TO MATCH EXTERIOR FINISH OF WINDOW HANS CADEK ARCHITECTURE WWW.HANSCADEK.COM 63 SHELLEY AVE,PORT CHESTER,NEW YORK HANS@HANSCADEKXOM,P-914 649 8473 ISSUE#3: ... ISSUE#2: ... ISSUE#1: 08/01/2023-BLDG.PERMIT APPLICATION PROJECT NAME AND LOCATION NUNZIATO RESIDENCE 30 ARGYLE RD RYE BROOK,NY 10573 SHEET NAME AND NUMBER WINDOW&DOOR SCHEDULES DATE: 7/31/2023 A501 THIS DRAWING&DESIGN ERED,gRC LAYOUT IS THE PROPERTY c y� OF JAN CADEK.THIS DRAWING&DESIGN LAYOUT n� MAY NOT BE REPRODUCED WITHOUT HIS EXPRESS WRITTEN CONSENT N�► COPYRIGHT.JAN CADEK 9�' �4 2 363 O� 2023 m OF N ALIGN W/TOP OF EXISTING ROOF RIDGE _= NEW ASPHALT SHINGLE ROOFING OVER#30 FELT PAPER,OVER j'THICK CDX PLYWOOD SHEATHING OVER 2X6016'0.C.ROOF RAFTERS.PROVIDE ICE&WATER SHIELD 3'WIDE STRIP 0 ALL EAVES,VALLEYS,AND ROOF/WALL CONDITIONS.PROVIDE CLOSED CELL SPRAY FOAM INSULATION. r THICK CDX PLYWOOD SUBFLOOR(GLUE& SCREW)ATTACHMENT OVER 2X8 016'O.C.COLLAR ROOF PITCH TO BE DETERMINATE IN FIELD.TOP TIES/CLNG.JOISTS.PROVIDE R48 CLOSED OF PLATES TO BE 7'-1 J'ABOVE SECOND CELL SPRAY FOAM INSULATION.CEILING TO BE FLOOR SUBFLOOR(SEE DIMENSION BELOW).TOP ITHICK GYP.BOARDS,PAINTED. OF RIDGE TO ALIGN TOP OF EXISTING RIDGE. NEW ALUMINUM DRIPPED FLASHING. NEW 6 K-STYLE GUTTER,ALUMINUM. FASCIA TO BE 5/4X8 AZEK OR PVC BOARD,PAINTED. INSTALL HURRICANE CUPS AT ALL W RAFTERS. IW. a. o NEW INTERIOR PARTITION-2X4 016'O.C.W/SOUND PROOF INSULATION,AND rMICK GYP.WALL BOARDS AT BOTH SIDES,PANTED. 0 NEW 'THICK HARDWOOD FLOOR OVER 'THICK CDX cc PLYWOOD SUBFLOOR(GLUE AND SCREW ATTACHMENT) N NEW NEW NEW 2X8 016'0.C.FLOOR JOISTS W/R30 BAIT MASTER BATH CLOSET INSULATION J NEW "THICK GYP.BOARDS, a 0- PAINTED. NEW METAL WALL TO ROOF CAP.UP UNDER WALL o HOUSE WRAP AND DOWN OVER METAL ROOFING. m Cl -NEW ICE&WATER SHIELD WALL TO ROOF FLASHING. 2X6 UP UNDER WALL HOUSE WRAP,AND DOWN OVER 44 ROOF UNDERLAYMENT NEW METAL ROOFING W/STANDING SEAM- GALVALUME OVER UNDERLAYMENT,OVER 'THICK COX �10 PLYWOOD SHEATHING OVER 20016"O.C.ROOF 12 RAFTERS. SECOND FL NEW METAL DRIPPED FLASHING. • '�NEW 4 K-STYLE GUTTER,ALUMINUM. FASCIA TO BE 1X5 AZEK OR PVC BOARD,PAINTED. 2X4016'O.C. 'THICK BEAD BOARD PANEL,AZEK OR PVC. DECORATIVE BRACKET FYPON BKT24X36X3 J" 5/04 AZEK OR PVC,PAINTED. NEW EXTERIOR WALL-2X6016'0.C.W/R21 BATT INSULATION.INTERIOR TO BE'THICK GYP.WALL BOARDS,PAINTED.EXTERIOR SHEATHING TO BE I'THICK COX PLYWOOD W/TIVEK HOUSE WRAP.NEW NEW VINYL SIDING-SEE ELEVATIONS FOR MORE INFO. PLAY ROOM/OFFICE NEW J'HARDWOOD FLOOR TO MATCH EXISTING OVER >r THICK CDX PLYWOOD(SCREW&GLUE o ATTACHMENT)OVER 2X8 P.T.0 16'0.C.SLEEPERS W/ - SOUND ATTENUATION INSULATION,OVER EXITING CONCRETE SLAB. EXISTING CONCRETE SLAB NEW 2X6 SILL PLATE ON SILL SEALER&TERMITE HANS CADEK ARCHITECTURE SHIELD-PROVIDE j'DIA.EXPANSION BOLTS,MIN.6' , WWUU.HANSCADEK.COM INTO EXISTING CONCRETE.SPACING 4'O.C. METAL FLASHING UP UNDER WALL HOUSE WRAP AND 63 SHELLEY AVE,PORT CHESTER,NEW YORK DOWN OVER CONCRETE SLAB HANS@HANSCADEK.COM,P-914 649 8473 ICE&WATER SHIELD FLASHING UP OVER WALL PLYWOOD SHEATHING AND DOWN OVER EXISTING CONCRETE FOUNDATION WALL CEMENT FIRST FL ------- _ -----__ -------_ �OVER 51HICK CONC MORTAR ETE SLABW/W.W.SETTING 11" 6X6-1.4WX1.4W OVER 6'GRAVEL OVER COMPACTED SOIL PROVIDE}'PER FOOT FLOOR PITCH,AWAY FROM io HOUSE 1 JTHICK X 12"WIDE BLUESTONE TREADS,EXPOSED CONCRETE RISER TO HAVE CEMENT PARGING. NEW 2X4 METAL STUDS ON FLAT W/J'THICK °• H T.B.D.IN FIELD. MOLD&MOISTER RESISTANT GYP.BOARDS, ° ... a I� ISSUE#3: Pam' ETE HAUNCH W/(2)-#4 SET AT 2' ISSUE#2: ... OF HAUNCH.HAUNCH TO BE AT THE I I I I I I I I I' I I 1 PLATFORM/STEPS,BOTTOM OF HAUNCH ISSUE#1: 08/01/2023-BLDG.PERMIT APPLICATION HATCH INDICATES EXISTING CONSTRUCTION TO 1 -�!I 2 W FINISH GRADE. III III III RIEMAN III III I I III I I PROJECT NAME AND LOCATION III III III EXISTING I I III III III III III NUNZIATO RESIDENCE CRAWL III SPACE X4016'D.C.METAL STUDS W/R13 BATT- 30 ARGYLE RD III III NEW 2 I I I I I I I I I I LAR S& TMPBOSPAEISTANTGY MOLD I I I I I I I I I I I I I I I I I I RYE BROOK,NY 10573 II III III III III III III III III III III III III III II SHEET NAME AND NUMBER NEW 4-THICK CONCRETE SLAB W/W.W.M. 6X6-1.4WX1.4W OVER POLY VAPOR BARRIER(MIN. I I III I I I I I I I I MI I I SECTION A 10 MIL)OVER 4 GRAVEL III III III III III III III III I I DATE: 7/31/2023 A601 IIIIII III III _ . • I I III III III III III THIS DRAWING&DESIGN LED III II III III III III I I LAYOUT IS THE PROPERTY OF JAN CADEK.THIS IIEd II III III III III III III DRAWING&DESIGN LAYOUT MAY NOT BE REPRODUCED ISM I I I I 1=1 I El I 1=1 I El I 1=1 I 1=1 I 1=1 I 1=1 I Ed I 1=1 I 1=1 I 1==l I 1=1 I I I I I I I I 1=1 I IEEI I I I I I I I WITHOUT HIS EXPRESS N III III III III I I I I I I I I I I I I I I I III IIEl II III I I I I I I III III III III III III 38� III III WRITTEN CONSENT COPYRIGHT.JAN CADEK 9� �,1 pQ' 2023 0 pF N ALIGN W/TOP OF EXISTING ROOF RIDGE C 602 NEW RIDGE BEAM-2X10 --DORMER WALLS SITS ON TOP OF DBL I j*X5 a T.M.E. j'LVL RAFTERS W/2X10 CEILING JOIST BETWEEN 4 TO CREATE TRIANGULAR TRUSS.PROVIDE DBL 2X10 ROOF RIDGE 20 POST SUPPORTING ROOF RIDGE.POST SITS ON TOP OF 20 PLATE OVER 2X10 CEILING JOIST.SEE FRAMING PLAN A201 NEW METAL ROOFING W/STANDING SEAM- .M.E. GALVALUME OVER UNDERLAYMENT,OVER JTHICK COX PLYWOOD SHEATHING OVER 2X6016'0.C.ROOF — 'THICK COX PLYWOOD SUBFLOOR(GLUE& RAFTERS.PROVIDE ICE&WATER SHIELD 3'WIDE SCREW)ATTACHMENT OVER 2X8 0161O.C.COLLAR STRIP 0 ALL EAVES,VALLEYS,AND ROOF/WALL TIES/CLNG.JOISTS.PROVIDE R48 CLOSED CONDITIONS.ADD 20 FURRING STRIPS AS SHOWN TO CELL SPRAY FOAM INSULATION.CEILING TO BE PROVIDE R48 CLOSED CELL SPRAY FOAM INSULATION. 'THICK GYP.BOARDS,PAINTED. INSTALL HURRICANE CLIPS AT ALL RAFTERS. NEW METAL GRIPPED FLASHING. NEW INTERIOR PARTITION-2X4 016'O.C.W/SOUND �n > NEW IX4 AZEK OR PVC. PROOF INSULATION,AND ITHICK GYP.WALL BOARDS AT BOTH SIDES,PANTED. HU NNEW EW 1ZEK SOLID K OR pVWN 16'7954,1 j'X2 I' c� M.E. a 5 L NEW 1X4 AZEK OR PVC. -- 0 0 U G� Z N ---r c o � � NEW EXTERIOR WALL-2X6016'O.C.W/R21 MIN. CLOSED CELL SPRAY FOAM INSULATION.IDMI)R co o o $ SHEATHING TO BE J-THICK CDX PLYWOOD W/TIVEK HOUSE WRAP.NEW VINYL SIDING-SEE ELEVATIONS NEW NEW NEW ASPHALT SHINGLE ROOFING OVER�30 FELT W FOR MORE INFO. BATH o BEDROOM - PAPER,OVER}'THICK COX PLYWOOD SHEATHING OVER a u `- 2X6016'O.C.ROOF RAFTERS.PROVIDE ICE&WATER v of a a CD SHIELD 3'WIDE STRIP®ALL EAVES,VALLEYS,AND $ o NEW WALL TO ROOF FLASHING-ICE WATER I ROOF/WALL CONDITIONS.ADD 2X4 FURRING STRIPS m c d SHIELD z AS SHOWN TO PROVIDE R48 CLOSED CELL SPRAY H m g FOAM INSULATION. o v�i m g NEW ASPHALT SHINGLE ROOFING OVER 130 FELT v $ c PAPER,OVER}"THICK COX PLYWOOD SHEATHING OVER J NEW ALUMINUM DRIPPED FLASHING. Co 2X6016'O.C.ROOF RAFTERS. EXISTING ROOF TO BE REMOVED Co NEW 6 K-STYLE GUTTER,ALUMINUM. o a a EE o INSTALL HURRICANE CLIPS AT ALL RAFTERS. bcx NEW OBL 1 rX5 I'LVL ROOF RAFTER W/2XIO CEILING JOIST BETWEEN TO CREATE TRUSS UNDER FASCIA TO BE 5/4X8 AZEK OR PVC BOARD,PAINTED. ^ ^ DORMER WLi SECOND FL SECOND FL _- j EXISTING UPPER FL. FL NEW EXTERIOR WALL-2X4016'O.C.W/R21 MIN. EXISTING LOWER FL. CLOSET)CELL SPRAY FOAM INSULATION.EXTERIOR NEW 'THICK GYP.BOARDS, NEW °THICK GYP.BOARDS, SHEATHING TO BE I-THICK COX PLYWOOD W/TIVEK SECTION C PAINTED. PAINTED, HOUSE WRAP.NEW VINYL SIDING-SEE ELEVATIONS FOR MORE INFO. SCALE:3/4"=V-0" NEW JTHICK HARDWOOD FLOOR OVER 'THICK COX NEW J'THICK HARDWOOD FLOOR OVER 'THICK COX PLYWOOD SUBFLOOR(GLUE AND SCREW ATTACHMENT) PLYWOOD SUBFLOOR(GLUE AND SCREW ATTACHMENT) NEW 2X8 016'O.C.FLOOR JOISTS W/R30 BATT NEW 2X8 016'O.C.FLOOR JOISTS W/R30 BATT INSULATION INSULATION CD z cn W EXISTING EXISTING CLOSET o FAMILY RM CD L EXISTING EXTERIOR WALL-REPAIR EXTERIOR SHEATHING AND VAPOR BARRIER AS NEEDED. HANS CADEK ARCHITECTURE NEW SIDING-VINYL SIDING-SEE / WWW.HANSCADEK.COM ELEVATIONS FOR MORE INFO. 63 SHELLEY AVE,PORT CHESTER,NEW YORK HATCH INDICATES EXISTING HANS@HANSCADEKXOM,P-914 649 8473 CONSTRUCTION TO REMAIN. Xo FIRST FL EXISTING CRAWL SPACE ISSUE#3: ... ISSUE#2: ... ISSUE#1: 08/01/2023-BLDG.PERMIT APPLICATION PROJECT NAME AND LOCATION III III III III I I III III I III III II III I I III III III III III III III III III II II III III III I s NUNZIATO RESIDENCE III III III I I I III III III III III III III III III III III III III III III III III III III III III III 30 ARGYLE RD III III III III III III III III III III III III III III III III III III III III III III I I I I III III III I RYE BROOK,NY 10573 III III III I II III III III III III III III III III III III III III III III III III III III III III III SHEET NAME AND NUMBER III III III I I I III III III III III III III III III III III III III III III III III III III III I SECTION B II1=1 I I III III III III III III III III III III III III III III III III III II II III III III I Ed I IEI I I I II III III III III III III III III III III III III III III III III III III III III DATE: 7/31/2023 A602 I III III --- LEI I1=1 I 11=1 I I IIEIII HEMI III III 1=1 I IIMi I I IIIEl I I III III II1=1 I I III III III III III THIS DRAWING&DESIGN �'��FtE q�qC` I IEI I Mi I IEI I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I I I Ed I I I I IEI I Ed I I III I I Ed I Ed I 1=1 I lEd I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I IEI I MI I 1=1 LAYOUT IS THE PROPERTY �,5 y,�, OF JAN CADEK.THIS F E _I—ElIJEJ I JIJEE1 IIEI I JI-Ed IIEI I El IIElIE-I I1=1 I 1 IIEl IIEl I IIEl I1=1 I 1IEl I1=1 IEd IEd IEl IEl II DRAWING&DESIGN LAYOUT � MAY NOT BE REPRODUCED E 3� I III III III III III III III III III III III III III ill III III III III III III III III III III III I WWRITTEN ITHOUT HIS EXPRESS N 1__I III COPYRIGHT.ON JAN CADEK • 2022 0 ON 32'X20' 32X20' 27X34' 30'X34' 30'X35' 30'X53' S=51' S=51' S=44' S=44' S=51' 8•DN S=29' RADIATOR \ i i 1 i i i RADIATOR WASTE LINE qTANK i i i i 1 UP Elli N R RADIATOR � � I � i EXISTING EXISTING EXISTING OBL 2X8 0'UP CLOSET CLOSET BATH RADIATOR ' I o I EXIKITCSTING WASHER I ME M i WATER UNE l RANGE gHOT 32' � REF DRYER Lmlco-w—AvEL WI � EXISTING EXISTING EXISTING GARAGE FLOOR UNFI�115HED BASEMENT BOIu R CRAWL SPACE 71 EXISTING �I?� EXISTING A CEILING CEILING p LIVING RM �;M SCREEN PORCH m HEIGHT 76' HEIGHT 6Y i CEILING 29 016'O.C. W 2X8 016'O.C. HEIGHT 96' i r- EXISTING 1ST.FL JSiS I EXISTING 1ST.FL JSTS EXISTING .N EXISTING PATIO g N FAMILY RM �co x CEILING EXISTING f fN HEIGHT 96' DINING RM ' L I v 7'ON CEILING i iI GAS LINEHEIGHT 96' ' 96'X74' ELECTRIC PANEL GARAGE DOOR 'o O RADIATOR 110"Cmul %6' IATOR UNDER RADIATOR UNDER 3 BENCH 47ON BENCH 32X20 35X53' 35'X53' 0 o S=51' S=29' S=29'IC4 EXISTING 36'X53 367X53 DRIVEWAY S=29' S=29' DN EXISTING FIRST FL PLAN o EXISTING Q./SCALE.1/4"=1'-0" coDUSTING 1 BASEMENT PLAN 3 3DRIVEWAY SCALE:1/4"=V& 3 BELOWLa 3 S 8 24'X45' 30'X45' S=30' S=30' o i � HANS CADEK ARCHITECTURE IATOR DN W CLOSET / WWW.HANSCADEK.CONI EXISTING 1—j- 63 SHELLEY AVE,PORT CHESTER,NEW YORK BATH i AAA, ; HANS@HANSCADEK.COM,P-914 649 8413 CLOSET ' i o z H ---------- ---------- '<O C cr EXISTING $ MASTER BEDROOM EXISTING ROOF ?�'�' CEILING 5' p EXISTING ROOF BELOW "' HEIGHT 84' EXISTING te ® CEILING BELOW BEDROOM , HEIGHT 89' _________ CEILING HEIGHT 89' ISSUE#3: ... ------------------------- -------------- ---- -----, ISSUE#2: ... ISSUE#1: 08/01/2023-BLDG.PERMIT APPLICATION CH 83' i i CH 83' WH 46' WH 46' PROJECT NAME AND LOCATION o I I i LJ NUNZIATO RESIDENCE 30'X45' 30'X45' 30 ARGYLE RD S=34• S=34• RYE BROOK,NY 10573 SHEET NAME AND NUMBER EXISTING EXISTING FLOOR PLANS 3 SECOND FL PLAN DATE: 7/31/2023 EXI THIS DRAWING&DESIGN FtED qR LAYOUT IS THE PROPERTY OAS cqo Cy�� OF JAN CADEK.THIS <v -- 0- DRAWING&DESIGN LAYOUT MAY NOT BE REPRODUCED # WITHOUT HIS EXPRESS N WRITTEN CONSENT �► COPYRIGHT.JAN CADEK 9�` �4138 OQ' 2022 0 OF NE�� onloolosimploou .I I Iffil I I ii�t■�i'�ii�ii�tt■'�}f�i.tii�t.ti'i.tt.� �=' .__ .tit ■tu■tu■t ■tt■■tu■ of ■ttt��u tutRtutlt B EEN no t ►�tu.■ tu■ ■tu tu■tu■tu.tu■t ■t t t■ sunBoom lm■Ittu limp ■tug ■t■ _ ,. . �., . � i<e� �_ :=_ 1 1 �. I11 I11 I I���I■ � ■1 i 1 l 1 1 -I l i 1 0 0 0 0 ■ u� S.M.-Ma w�a �',�t■■o■■ui■�i■■■ui■■u�■n■!11■�i■ i■ti■ui■u■■ � tt t lutli'ttutt�■tt t =t■tt tt t tt Z I r Lin lull ttuttutt■Ill ttt.ut.tuttu tluttul-MR.I.uttu I'tuttitt®�_ Lj- I I LLI u u • ISSUE#1: 08/01/2023-BLDG.PERMIT APPLICATION II IflPROJECT NAME AND LO AT ON Ad NUNZIATO RESIDENCE RYE BROOK, SHEET NAME AND NUMBER EXISTING ELEVATIONS DATE: 7/31/2023 EX200� i THIS DRAWING&DESIGN y LAYOUT PROPERTY OF JAN CADEK.THIS DRAWING&DESIGN LAYOUT MAY NOT BE REPRODUCED WITHOUT HIS EXPRESS •'- COPYRIGHT.WRITTEN CONSENT 1 • 20230