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HomeMy WebLinkAboutBP24-266 0 N N � H "�( 1-1 W M y A U 0-1 wig Fw W z 0. st C.., W ca o w c R t . . = W fil an 0 o b Cn c O zg 0 °�,'� z n yr • G. r�w , � V N N o �,� p U �° C V �j W � .2 Q Q O N A p O w00 V w W 0 c7v� b � m ON 00 PQ 00 a M F/ Ir��ly Q 'f•-� C7 o z z � �, o ' cu B 2 �1:11 Im, a a � � � zri }.4 Q w a H O U ° v4 ,;:-, U LLI Q o 0 A A z � d Z a B[JIL EgTMENT IE C E O VE VIL X OF RYE BROOK 938 KING ET RYE BROOK,NY 10573 NOV - 6 2024 4)U970668 ek,or g VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: `` Approval Date: DEC I Z�PC• # d J '� Application Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: Date: BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary ZBA Approval Date: Case# Other: G Application Fee: IML—LiPermit Fees: EXTERIOR BUILDING PERMIT APPLICATION Application dated: November 1,2024 is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of Permit for the construction of buildings"structures,additions,alterations or for a change in use,as per detailed statement described below. I. JobAddress: 1 Sylvan Rd, Rye Brook NY 10573 2. Parcel ID#: 135.44-1-4 Zone: R-7 3. Proposed Improvement(Describe in detail): U U 4. Property Owner: James M. Comstock Address: 1 Sylvan Rd Rye Brook NY 10573 Phone# Cell#203-912-7808 e-mail istock382@gmail.eom List All Other Properties Owned in Rye Brook: None Applicant: Address: Phone# Cell# e-mail Architect: DeMasi Architects Address: 105 Smith Avenue Mt. Kisco, NY 10549 Phone# 914-666-3858 Cell# c-mail lou@demasiarchitects.com Engineer: Address: Phone# Cell # e-mail General Contractor: Sergio Contracting L9 I Q.4^O Address: 22 Norias Rd, Greenwich, CT 06830 Phone# Cell# 914-804-2022 e-mail sergiccontracting0hotmail.com (1) 0,1 2023 5. Occupancy;(1-Fam..2-Fam..Commercial.,etc...)Pre-construction: 1-fam Post-construction: 1-fam 6. Area of lot: Square feet: 9200.6 sf Acres: 0.211 7. Dimensions from proposed building or structure to lot lines: front yard: 26.44 rear yard:31.31 right side yard: 8.94 left side yard: i9 other: 8. If building is located on a corner lot,which street does it front on: Sylvan Rd 9. Area of proposed building in square feet: Basement: I"fl: 2nd fl: 3'd fl: 10. Total Square Footage of the proposed new construction: 11. For additions,total square footage added:Basement: 287 1"fl: 594 2nd fl: Yd fl: 12. Total Square Footage of the proposed renovation to the existing structure: 1,214 13. N.Y.State Construction Classification: VB N.Y.State Use Classification: R3 14. Number of stories: 1 1/2 Overall Height: 23.75 Median Height: 20.75 15. Basement to be full,or partial: Partial finished or unfinished: Unfinished 16. What material is the exterior finish: 17. Roof style;peaked,hip,mansard,shed,etc: Gable Roofing material: Asphalt Shingle 18. What system of heating:Forced hot air 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 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: 394 22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: X t J ves,applicant roust submit a Site Plan Application,&provide derailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No:X (if 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 ( 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 (iJYes, the area and elevations of the flood plane must be properly depicted on the survev&site plan) 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: No:_X (ifyes,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: X Indicate: TIER I: TIER If: TIER III: (if yes,a Horne 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: $T'5 0?0 v OQ Note: The estinnared cost shall include all site improvements,labor,material,scaffolding,ftred equipment,professional fees,including ariy material and labor which may he donated gratis.If 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: 8 months after building permit Is issued (2) 6d/2023 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE Address: 1 Sylvan Rd,Rye Brook NY 10573 Section:135.44 Block: 1 Lot: 4 PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS Local Law 3-88 YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SO. 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% X 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 9,200.6 Sq. Ft. 9,200.6 Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) 1202 Sq. Ft. 1808 Sq. Ft. b. Area of 11 Floor Divided By Area of Lot x 100 13 % 19.7 %° 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages,Tool Shed, Playhouses) Sq. Ft. Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 % % 4. AREA OF DECK 280 Sq. Ft. 0 Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 3 % o I attest to the best of my knowledge nd belief,the above information is correct. Architect's Signature / �) S/1'J2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address:1 Sylvan Rd,Rye Brook NY 10573 Section: 135.44 Block: 1 Lot: 4 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-�5 I Lot Area °/a 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 "_'2 R-7 40 R-5 30 30 *"Base Lot Area"is the minimum end of the lot size R?-F range in the"Lot Area" colum n Area of lot: 9200 G sq.ft. Existing Allowed Proposed Total impervious coverage = 1.698.5 S .ft. 3,763 S . ft. 2.798 S .ft. Front impervious coverage = i3-9 % 40 % 28 % I attest to the best of my knowledge rd belief,the above information is correct. Architect's Signature j 1�1 8112/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 1 Sylvan Rd.Rye Brook NY 10573 Section: 135.44 Block: 1 Lot: 4 MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area—21,780) x 0.11478421 ]: a. Allowed = 2,556 Sq. Feet b. Existing = 1,693 Sq. Feet c. Proposed = 2,432 Sq. Feet. HEIGHTISETBACK 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 1 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 Vill of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE_ EVIS77NO PROPOSED REOUMED FRONT: FRONT: FRONT: .44 R35 SIDE. SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 M25 SIDE: SIDE. SIDE: 1.30 FRONT: FRONT: FRONT: .60 R30 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 I7-15 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: .57 FRONT: .57 FRONT: .80 R-f0 SIDE: 2.66 SIDE: 2.66 SIDE: 2.40 FRONT: FRONT: FRONT: .96 R SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 R--5 SIDE: SIDE. SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 R-2F SIDE: SIDE: SIDE: 4.00 1 attest to the best of my knowledgeancl belief, the above information is correct. 71 Architect's Signature �/ 0) ! 8/1212021 ILLUSTRATION OF HEIGHT / SETBACK RATIO Setback Line for I / Maximum Heigh I / REAR I I I Minimum I / yay Setback Line O ,I V I I a d C7 9 e t7i ro as i T T 7 C ¢ A tQ:' / I L N GGG � L N OOP HOUSE a 3r� / POTENTIAL E m c ,a)BUILDING ENVELOPE E a a a / I I FRONT I I Area in which Average Grade is Measured STREET Average Grade Along Property Line at Property Line ELEVATION PLAN Table R301.2�1�2020 1RCIRC CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOR RESIDENTIAL DISTRICTS IN RYE BROOK GROUND- WIND SPEED TOPOGRAPHIC SPECIAL WIND- SEISMIC DESIGN SNOW LOAD (mph) WIND EFFECTS WIND BOURNE CATAGORY WEATHERING REGION DEBRIS ZONE 20 psf 115/120 NO NR NO 0 MERE FROST LINE TERMITE WINTER DESIGN ICE BARRIER FLOOD AIR FREEZING MEAN ANNUAL DEPTH PROTECTION TEMP. UNDERLAYMENT HAZARDS INDEX TEMP. REQUIRED REQUIRED 4T YES 15 YES FIRM MAP 1000 5Z2 36119ED779F 9/28/07 foal 8/12/2021 Bun,wNG DEPARTMENT F - 6 2024 VILLAGE,Ol,RYE BROOK VILLAGE OF RYE BROOK 938 KING Situ Ei,RYIR IBttoot ,NY 10573 BUILDING DEPARTMrNT (914)939-0668 www.r.yebrook.org kw*ww*,�w,r:rwwwwwx.tx�wwww.tww,twxwxwwwwwwwwwawwxwxwwwwwwwwwwwwwwwwwwrewwwwwx wwwwwwwwwwwwwwwwwwwwwwwwww*w,t*rx 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: James M. Comstock ,residing at, 1 Sylvan Rd, Rye Brook NY 10573 (Print nama) (Addr�-ss 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; 1 Sylvan Rd, Rye Brook NY 10573 Rye Brook, NY. (lath Addre?s) 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 stonn sewer or sanitary sewer,and further that there are no roof drains,sump pumps, or other prohibited stonnwater 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. !S;gmilure u1 Yrny�r,'(1..fncr(s)) James M. Comstock ipru'�u�am:r!fl'roperly f)avoc�l�)1 r� Sworn to before me this ��'L(�.� 1 day of Jodi Rittor NOtOry Public,Stato of Now York No.02itI6o19J10 qualified In westcheslor C� (6) Commission Expires VVT,,,12p 9 )1 8/12/2021, 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. Notice of Utilization of Truss Type,Pre-Engineered Wood, or Timber Frame Construction. (Title 19 Part 1264& 1265 NYCRR) To:The Building Inspector of the Village of Rye Brook. From: James M. Comstock Subject PropettW I Sylvan Rd ye Brook Ny_1-0573 SBL:135.44-1-4 zone:^R-7 Please take notice that the subject;M One or Two Family; n Commercial, � (� u New Structure CE �C x Addition to an Existing Structure NOV _ 6 2024 ca Rehabilitation to an.Existing Structure to be constructed or performed at the subject property will utilize; VILLAGE OF RYE BROOK BUILDING DEPARTMENT Truss Type Construction(TT) x Pre-Engineered Wood Construction(PW) o Timber Construction(TC) in the following location(s); c 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 A6th NYCRR §1264 for Commercial Buildings, and NYCRR§1265 for One&`t'wo Family Dwellings. Sworn to bc1or his � � Sworn to before me this day o C] ,20 day of 20 f � y,,r _ Si laturc of Property wrier Signature of Design Professional Pr iii Name i roll y� n r Print blame of Design Professional Natary Y blic Notary Public Jodi Rltt*r Notary Public,State of Now York No.02RIS019310 Qualified in Westchester County (7) Commission Hxplres4efter2en This f01-11) 111LISt be properly coral-fleted & oiotarized by the Design professional id' record and the Property Owner. Failure to provide this completed form with yom, permit application will delay the permitting process. *11! At It S.; Notice of Utilization of Truss Type, Pre-Engineered Wood, or Timber Frame Construction. o itic 11)11ml 1204&- 12A.5 NN('100 To:The Building Inspector of the Village of Rye Brook. From: James M. Comstock Subject Pro ert.y: t5ylvan Rd, Rye Brcok-NY-1 0573 SBL:135.44-1-4 Zone: Please take notice that the subject;' One or Two Fain ily;r,Commercial, ECIEFYIE *New Structure * Addition to an Existing Structure of Rehabilitation to an Existing StructureNOV - 6 to be constructed or performed at the subject property will utilize, VILLAGE OF RYE BROOK BUILDING DEPARTMENT ©Truss Type Construction(TT) ,x Prc-Engineered Wood Construction(PW) o Timber Construction(TC) in the following location(s); r, Floor Framing, including Girders& Beams(F) c Roof Framing(R) m Floor Framing and Roof Framing(FR) Please note that prior to the issuance of the Certificate of0cculiancy, the subject dWellin- (ir r, building utilizing truss type, pre-entJ11QC1-Cd wood, or timber construction must be 110stCd With a Truss Identification Sion, installed in conformance xvith NYC Rig §12(XI for C0111111CI-Cial BUildings. and NYCRR§i269 for One&'Two Family DvMhngs. sworn to helbre me this Sworn Lo before nic this—,2 2 day of'-- .20 day o 20 2 q Signature(If Propo-1).0XV11cr Si!y1U1qW'(;1*I)cSi"'1 Professiona Print Nance ol'Prqwrly(Inner Print Nadieo1-Dc%i,-)n Prolessitmial xL24 Notan,Public Notary Public DEBOHiA." AN 4;:.: SARRO-AKALSKI Notary Pi-ritI.L. of New York ND.11.-47CO224 Qualified in'We stchester County 17) Commission. Expires September 30, .k,is 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 andlor not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NrW YORK,COUNTY OF WESTCHESTER ) as: __,being duly sworn,deposes and states that lie/she is the applicant above named, tprol name of individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agall,attorney,etc I 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 Slate 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 liar inspected the subject properly,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. �Sww]oJr�ntoto�beefore me this �� t% Sworn to before me this �,,�-aal'c�; t- '14 ,20 day of -- - -_ .•20 Signuuot -of Property Owger Signature ol'Applicanl----®^ -- `"'44 c s l'1- �rt;�`e c rl'� friul Nano urproperty owner I'rinl mm�e ul'AppGcam Not I'uhli Notary Public Jodi Rutter Notary Public,Ststa of New Yorh No.02RIS019310 Ousllflad in Westchester County COMMIsslon E:tpiras ag4L > �dlilir a:.,l „r�l,..tii• , , (S} 811 V2021 �f. Bonin data v Q Tax Lot 3 Construction Type Note: y N 1 1 31 40 W 80.74 As Per Title Iq NYGRR Part 1265 OL o 1RL p Zone: R-1 `t - J Provide Label As Shown Be lo W w 0 J p U5e: 5i le Famil Residence V=Construction T e O _ n9 y gp 11ag '�� ai; As Per Section 602 of Ek, -1 -� Tax Lot 4 w Re wired Provided V A r t n cW ra ���� � r�N FR �, m •— Lot Area = o B ode For Addition FIR=Floor And Roof Framing i� a r; q Iq�.15 F cv As Per Des ion For structural onents That Are Of •— �i .a. W; S N 00 Lot Area 1,500 sf 9,1g1.15 sf Truss/ meersd T Gonstruct s; O LU 25b3' or 0.21 I Ac. O Tax Lot 6 Size: � rn / 5et Backs by Diameter Circle �. T) d In �¢ Addition z Front(sylvan Rd) 25' 25.44' Color: '� 0Circle To To Be 1/2"Stroke-Reflective Red Pantone#187 Q —� q.b3' Front(Gandy Ln) 25' 25.63' Inner Circle-Reflective Mite •— � W zo.45' n Side 8' 9b3' Text-Reflective Red Pantone#187 y Rear 20' 21.81' Sign Location: y . Q The Sign Or Symbol Required Shall By Affixed To The i2 5`_oru Electric Box Attached To The Exterior OF The Building Hgt 2 54 or 30 2 5ty or 19.15 z 3,; F^ame des�en�� Addition Residential Structure. _ y �g Y H��se v� See Section 12655 For Further Notes On Sign Location. Q 6 L w Flax Gross Floor Area 2,5%sf 2,432 sf `� � a �r � Q � O - Tax Lot 5 See Title Iq NYGRR Part 1265 For Other Specs � to O cD 0 I Uf ledule For tTmd Building Material and Color xhemeCN o New Front Porch ►� —r 0 A5pnoit DriveNo Z ao N°S CV Name: Tfe: Cola': o � �G w 130.oe'to Siding: n/a V'myl Grey o J Betsy Brown Rd. w _ Hindows: Andersen Double tg Mitec� V i Lpo o o Trim: n/a Vinyl Mite Q S 13°44'00"E 89.0 •...... s w Front Door: n/a Existing o KUw a: Ui d 6arage Door: n/a Gomposite Mite C� - pp C7 CA M U- Asp,,alt v> > oo M o C�lw Front Porch n/a Bluestone �S ,,,.� �.. ;U <Z YLVAN Roofing: GAF Asphalt Match Existing ! m n <��-� SU LLJLU _CL butter/Leaders: n/a Aluminum Mite Wei m I e a n 5ite Plan Is Based on Survey E y 'L7 /�� la-6 AddRbn �- RIGHARD J.DOMATO O W o" 5Ga le: 1" = 20'-0" Dated Dec.3,2024 d w oMich was provided by Owner New 9n9les To Match Exis" W Z d — - - - Top Plate/ < b• Hndam L X L a ON. ® C oc__j ¢d 12 - .-- IL s Q — B.E.Alumh n Gutter — 6 J z 4 x�Frleze�or� �, ® '� 1 o Top Plate/ - M � Gelling Ftgt � QY'OndoN +�- O G w ❑❑ Existing � —-- — — — — AVhaL2ftle Roof — — First Floor HT .Q �� Z tH < !t L Existing ��— 'C Z oar Z= Z o Wr In Azek w U- U- Ex El E E[:1 F-1[:1 E o 6r� Floor d=Q — — — r m e Exist Is °D LU oil — — — — Z o R FV1_q 1= %NW Beene-IL o Ganposite f?pllhg(hhtte) c wete Steps To Grader7w F I /Iq 24 o Y � ��qe 4 r DEC 19 2024 sI I I I I I easement Floor e 2/5/241 � 2o'xIo'concreteFoothg I ► — ��- — _ — - — eelSio D VILLAG`�— OF RYE B 0O J W(2)04 Bars Continuous 14 i K d C Date -}---' �` `�� i ENT �Q Q I I Oct.21,2024 `-~ • d w RQllhg Required If Porch o w Is More Than 24'From Grade I — _—1 "�_ ——-T � — Job No -— — —' 224-101 Proposed _ ete Footing Gomect NeN Foothg Tohg Footing N/Cy 64 Bar LW �,�/(�q4 Bars Gontlreous Front Do►+els. Ne++Gorc.Well To Extsthg N/�Bar Drawing Q Q= 11111111z_ Ilorrels a 12'0%Va ttwl In Ad*W To'Curing Ganpowe At Nm Jokd For Mlotertk t Seal > 5ca l e: 1/4" = I'-0" d OF �Q� z O O�W • U 2020 Residential Code 01 New York State v -�' z < E-_? Glimatic d Geographic Design Griteria Tale R3ol.2(i) —C 0 0 jLIJ Wind Dell 5e1 � Sub t To D From Winter ke SOW Flood Air Freezing Mean Mwal V w x Topoc�r io Special Wind Wind-Borne Des fra�t 118 Design ftords M" Tenprratue F- �g$ Load Speed(mpW Effec"is Ion Debris Zone fig Termite T J1 a 5 Q Z 2 W 30 Ib/ft 115-120 mph No Yes Zone I B Severe 42" gyrate r F Yes No 1500 or Less 522 FLa E O Manual J Design Griteria z v w Elevation Latitude Winter Sumner Altitude(orrectlon Indoor Dsslgn Design Temp afore �q temperature > Q Heating cooling Factor Temperature coo inl g� Difference Q Q 436 41 l 8l I 68 l5 bl Q cooling Temperature Difference Wind Velocity Wind Velocity Goincident Dallg Range Winter Humldlty Sumner Humidity ks) �Q Heating cooling Wet Bulb U*) m J) 12 20.4 i5 15 M 30 55 E � � N ego �J LU s'oZ kJO� O�O L o¢ bast Window Exist Window i wLLJ E O I o iI 0C Z� O III Ul oQ Bat ¢Q~ o�� ui m p , Q II <o� w II �Q� II UD R"n+ove 6dsting birder Provide Tenor _ -0 6dsting&de' $— — — — — Exis—t brder — As Rewired Dui—Demme—°Iltion—— zo1, �r- X:x4= 7 Q On =II o II �� p ¢o e ��c,¢ tiara �W� II C)t M � a 0QQ � II W�= II II I �LW I I I Q=¢ II S S-tL _ = I� oo o Y Remove 6cistIngLi al Garage Door z J <ysJo /ramDemolition Revisi on Date QQFoundation opend DateoQ anExisting Wall Oct.21,2024(To Be Removed) Lu5ca l e: 1/4" = 1'-0" Existing Hall Job No z (To Remain) 224-101 =QQ m< Q o z w Drawing QQ� J p W W OF 0• a a a ad 41 Z aJ •— Q� S O Q J F-------- --------- <1� � uj <is I I Z m p w L E w Deck I Q �d E Remove Existing Exterior Wall I i u Provide Temporan!` t I — is Rem_Durhg_DemoWon Exist Window Remove Wind—— �c = z — --- __ — -- �G o� - -Ii- - 000 II -- -- oQ �, I ( � N i i �� II L-L==� oho I Dlnln �'11 �---� Bath „ I Q e��.eiling i�gt , � � -1 W o W I I 1 .cen I I I I Q cci u l W E u `'g" Ih� 21 1 0 z M.Bedroom = ��I 1 — L o Kitchen c I� x II - 0 o W - 8--o-� i���� e--o-ceiling l lgt m I O -z E f les Md - ,� Z f l CJ*erb. al I I I m ¢ � Cz w I I 6m tines If AppkMe. � — o=d- Q¢� I I f ennv�e E�thg Floorrg �,� ohm II �� II /f� IIIm winCy o I I <uj _JL <¢ Remove Existing Bearhg Wall -—— Remove Existing Bearhg Wall W Provide Tempor ide Tempor /6 Required OwVg Demolition l�Prov Re!e& Doming=Ion Remove Exist Molls aid Door ,��===`a====E , INN7 �j -13 II �x --A I I I I �U- - �J ivin Rm = 'L Lb Ln M' 1, Bedroom 2 = I Q m -0��,eilhg figt Bedroom 3i LU EL I o W Ln 8-0 cell �' Q W in9 X11 O , w I �111 W oLU Q<Q oww Z LU o~Z Existing Door �L�< I _— LU oc Existing Window I Existing Hndow Remove i"�1dA�s J ¢~Q I J o o c I Remove Existing Front Stoop Demoltion U� ireFloorFlon W� z�tL-! Revision Date Q; Scale: 1/4" = 1'-0" o o Existing Wall Date Q Q (To Be Removed �g ExistingWall Oct.21,2024 ~ _ (To Remain) Job No J Z Q 224 I Ol �mQ ors rowing a-- _Q J U- H Q C LL Q 5OF f. 1� E z � O a p v 1 F 17-91d LU � 111 QC, 1 1 �_ I z m m I 1 1 s p o L6 y ° 1314 xgTAL L —I co w/Metal Joist 1 a w 4,,oPoured Concrete Wall On 1 b •.n L Q 20'x 10'Concrete Footing o I = V• z O W(2)e4 Bars Gorthuous 1 e' I3'-e' e� s dJ d y� ° 1 I 2 x 10 Floor Joist O I'010 I a Uj � ��s Graw 15 ace 3 C.Concrete Slab Fill i Provide q'R-30 Mwl At .� ° I (?1 Calling and 6'R-Iq Insul I i 4'Gonc Slab w/ g Gororoct New Footing To Existing FootYig rJ M Bar b,-.„&ia, Gomect Nerr Footing To bc�ttig Footing w/C1I s4 Bar Fire Walls b x 6 10/1014* :o �ls.� t New Gone.Vbl To Ex�tUg W 84 aw z Doowls.Gomect New Gat.Wall To Exlsthg w/84 Bar ° 1 Dowels 0 Iro%Vertkd b Addition To�curhg z Dowels 012'0%Vertical h Addition To'Gurtig Gompard'At New JDk t For Watertk#%d a COn"a At New Joint For Me"Seal ° — — I Ling L 1 ftidorr Existing Windon J LU AGE Bath �� —L -� ,,II__LL-- C") L"a-- U0 2 x 6 Knee Wall On 1 1 O Cz o� Notes: 8'Poured Concrete wall on c z�w All Foottr�gs To Bear On Solid 20'x 10'Concrete Footing ;o �o uridlsturbed Earth wr(Z)e4 Bars Gonthvars o I All Framhq Members To Be=2 G <; Douglas Ffr-Larch Or BetterLU 1 I b J �2a .r o~W Doable Frame Under All Partitkxis M Parallel To Framfncj I Co Double All Box Joist At Cellar z Tips Mndove LU If Tile Floor Is To Be MUD Job x LU Consult Archltect For Additional s Fr'aw"Req*ed I J w z SD GD Leaend: W 12 x 40 Flush Steel Beam 1 —0 — —e — — — — — w/Metal Joist� _ (4)2 x Wood Post �"\ — — or As Noted , T Z o J SD Smoke Detector a ,�,�0> 0 (� x O pDn W Batten Back-Up Garage 11 ~ 1/1 M:� TZ beat Detector ��� 4'Gorxr ete Slab w/ c O w/Battery Bcak-Up ®f 6 x 6 10/10 WWM 11 a Carbon Monoxide Pat At Adl�pe•X•II Bd o cs CD w/Battery Back-Up c Stud Wa"Hall it Ceiling J Sl< Exist WQII Provide q'R-30 Insul At (To Re�matd ° Getlhq and 6'R-Iq bisul T 1 1 u-I�JU _ = Flre Walls U— LU New Woll I I o o f 2 x 6 Knee Wall On In Z J-, - New Gone Woll 8'Poured Concrete Wall on o -9 20 x 10 Conc rete Footing 1 1 a J a Correct New Footing To Bft"Footi g W0 94 Bar W(2)•4 Bars Conth�uous o w w Dowels.Goroect New Gait.MI To Existing W=4 Bar N o: c Wood Header Schedule Dowels 0 rraic V&Ud In Addition To'Grtig o LU Ho�SimGanpourd'At New Joint For Watertk t 5ecd 09(Y ry �� 4 Up To 3'-0' (2)2 x 8 Hdr s' Up To 4'-0' (2)2 x 10 Hdr _ o Z o Up To 6--0- (3)2 x 10 Hdr Ib'-0'xx b'-8'Overhead Door — z 8' b',8• 8• —————— -———————————————————————— Note: —J ��;oo z"'J�- Unless Otherwise Noted On Plans Q l'.6'Amboy, Revision Date Q 8 Poured Gowete Wall on 1 • I 4'Gonc Slab w/ o 20'x 10'Concrete Footing .• °° Date ,�(2)„4 Bars Gonthae b x b 10/10 W^M Proposed Oct.21,2024 ¢� I r— ° I Foundation Flon Job No 224 10-1 Q m •�- -� e'-o' Scale: 1/4" = 1'-0" ��� yawing __ QQ OF 0 15'-0'Ad*W r� 2'-b' 7-0' L 61-0' 2'-0' L 21-6' y� � � O V Q - TW 24410 TW 24410 4 Fete Pad Q s y� i V � )� `° t �=nLLJ a Q New Fireplace I Z E Notes: b' ia'-o' S laLU . AM FromWI Members To Be 2 Douglas -Larch Or Better A z Double Frame Under All Partitions b L Parallel To Framing - § I � Q If The Floor Is To Be MUD Job I •— LLI t „a Consult Architect For Additional .n E Q' Framing Required o 51ooeH n� �1• `z O v �, I I > di Legend: I _ < 5f o z (4)2 x hood Post I '; — dz) or As Noted N I o i11 co SD I o m Smoke Detector � � x Living Rm x � � r O w/Battery Back-Up m _ la-0'Gelling Hgt 'L' — E CL o GD Garton Monoxide Detector L I Q O w/Battery Back-Up O (To Exi�ting hall l,,,2 x 8 Ceiling Jolsts� o ` o 16 0% T G � ?7777TJ7?Ti New Poll § 104'Addition Z Wood Header 5chedu le �_ JSian Header Size7-42 I I 3'-ir e'-0• e'-0' 2'�• a , LLJ Up To 3'-0' (2)2 x 8 Hdr I Bar a o • Th 24310 210410 TW 210410 To 4 (?2 x 10 HrUp Q, ,{l, , l• '' � XH 1 —,o -0)h3/4 q 1/2 LV_L Header ExIstN Wda+ � -� Lip To6'-0 (3)2x10Hdr 1-- --1 17 S w Note: g I LU < Unless 0ttwwlse Noted On Plans � o oc _ I O ///2A4 °� Bath f . o< > M.Bath M.Bedroom Kitchen e-�Gail 8'-0'Getl § 8'-0•Ceiling Hgt 8'-0•Gelling Hgt Q- ,,,w - h9 Tile Floor tz� O O _ Exhaust Vent _ o v= 0 To Exterior T << o Island = = N outp =a l2'x 36 +/-p'4' 740' 6' l"� '-0' R4' 20'-0' be z m z n J) LU Andersen ——— - `� Q Lj o Egress Window 5izes: 41 size Opening PWth Hekft 26 26 26 26 x '•' TW 210410 581 sf 31 1/8' 26 1/4' Qd' ———� _ ^9-'� ————— • Wall (3)1 3/4 x II 118 LVL (2)2 x 8 Hdr Z o Closet �X� do O Lherl ZQ Q �' I4 IQ T oc uL Window Note: M 26 26 = I. All 61QZhg TO Be LOW'E'Insulated Blass f - y-13'-3' I I4• 5'-O' a 4' 3'-0' 4' 12'-0' 4• 4. Stacked hostler And Dr'yer'14'-0' b' 0 w/Minimum R-3.1 N=032). Loy Bedroom 2 �_ c Z 2.All Y�Ondows Wtthh IS'Of Floor To Have QI I 4 -0' 4 e b .O J< Tempered 6b%(Double 's-Bottom ►iS � = I - 0 8'-0'ceiling Hgt 8'-0'Caning Ho -� w g Sash Only,All others Full M . �inin Rm Tne Floor Ehxxet Vat 0 o Q LU 3.All 6laztlg In Doors I Mndows Enclosing 11 To Exterior '� 26 Closet I I Closet b o Hot rubs,Mrlpool Tubs,saunas,steam e-0' I I 2 Bedroom 3 CS LU Rooms,Bathtubs and Shouters Within bo' 20 I 26 I I 26 8'-O'Georg Hgt 5 LU Ly I-- OF hbidow or Door Unit Shall Have = Q ¢ Tempered 61a%. =sew � 0 0 0 0 4.All Egress Kndoms To Have A Minimum o o Clear Opening Area Of 5.15f Total W Existing Door - Z o 249 min Clear Opening Height t 20'min Exit I I Existing h�ndow IN 210410-2 a s� Clear W1dth.Refer To Manufactures Existing Ili 2 x 6 Geol ib•Joist, ti"9 New Roof ess ::7:71 i' 5pecifkations For All Other Information. ;� I x x �' ARB 12/Iq/24 j z J 5.All Mndo*or Doors Marked w/'TB'�P' e'-0• Pro osed �e end Revision Date o z To Have Full Unit Tempered Porch , I P Date Q Q 6.All Windows Sills Within 24'Above The Bead Board Clg o — ——— — Fir5t s~ Fblishhed Floor Greater Than 12'Above 1 1/2'Flagstone —��2 x 8►�dr _ Floor Flon (ToExi Remain)Hal Oct.21,2024 w LU FlnMM Grade Or other surface. � New Wall Job No z o Requres Fall Protection. 6Ar Scale: 1/4° = 1�-0 Q Q �_ ite Ran (Wte) `Yr 224-10� _ 5ee Section R3121 For More Info. G0f1PO5 t'9 W ofgf Drawin LU aQ� >>� w OF Q� 1■ • r� Fo � jC Rafters(See PIW VI � < �_� C z E <z o ° F2 S O p o m elo*mg-Tic F8.S V LLj Y t F k.w T16 A each Tnrss �- a < 2 x&Rafters o 7 m =� •Ib'o% o° F1 p w d o Doable Top fte a A V. � O Z LU v a I > N Q a �. Note: i 1 5hr"%ra g no 6 Recamwd bg Tm%aWier ~ dJ v li= I dJQ J fRof terTi Dom Petoit � E e 1 Scale: None _ 2 x 6 Rafters f o 16'o% I J i 21 Z LL V O= tzzl - LLJ Co iS1 �r _� I 1 T_ �U_ ztvw oQoe 1 I I 0 o� L Q + I o�z f I Qo I U) I i I 1 I I I I j Zo I _ _ — UAW Ridge_ ExIsth9 Rkige 13/4'x II 7/8'LVL Ridge tLe I I I o�� �Q 1 ( 1 p LU JQ f 1 J�-_Wz Q J Q 1 o¢"' I x 1 y zz W S� oo�o I f W f 2 o�� I o 1 wQ=Q I114I x LU Z W J Y Lam— _—4_ ————————J zu o .J.1 x W pC C4 Revision Date Z< Proposed Q a 2 x 6 Rafters > o •16'o% Date Q Q Oct.21,2024 oo rominPlon Job No J?Z 5c a 1 e: 1/4" = 1'-0" 224-101 =Q Q LW l yawing QQ� J LLL: & OF z a- r oaf � o O Floor Joist w/3/4'T46 Plgwood tv 5ubfloor t Gross •Mid m Span(See Plan For We 15pachg) �L _ 2 x 6 Goat.M Bate Schedule For tTosed NUN Material and Color Schema v ° (2)1/2'dia Cggerarriageed)Bolts•24'o% Q (2)Mows Sta 4p z E Steel Beam(See Plan For Size) NG�1P: Tl�e: Color: O Q Siding: n/a Vinyl Grey u; HD Top Mounted Joist Hanger -�Q Windows: Andersen Double Hun Mite Z rn Cont.Wood Bbcktng AS Requred g � O LL __ ��•x'x 1522' 'B'Eder Trim: n/a Vinyl Mite .- 1 1/4Ld ° "d' Front Door: n/a Existi In z o Q n9 w J ° Garage Door: n/a Gomposite Nhite Q iv tv 4'od Steel Pipe G°w'" Front Porch n/a Bluestone Z b'x 8'x�3/8'Steel Bearhq Plate n y w/0 It2 dla Expansion Bolts Roofing: 6AF Asphalt Match Existing i Bolt Pattern (� m A o Existing concrete slap Gutter/Leaders: n/a Aluminum W1ite +—� � � E W 5cale: None o < a o I n d ° y^o Z s V6r64 Existinhqq Concrete Footing > If No-Footing-Provide \ J a (30 oncrete 12'C Footing w/ \ z,�, Bar s EaO" 1 O= OO L O � Q E s w ee eam e a•=< . ///�- RZ LL, 2a-6'Adcition 5 _� off= > CO ti�m i m QO Qs� a s New Shingles To Match Existing B.E Al=hn butter ASpiwit Shingles -514 x 6 Frieze Boand — J _ \ To Plate/ x� Gelling Hgt - — — — — — J' Window H t b' 706A ¢ ox oo oNftl Bevel Nft v EL >0 b x b P.T.M.Post r"p- Us v a 6r Floor Hgt _� `U►l� New I Bevel Sid — — — — — - — — — oo�o 2 %TR o Q=Q J m i Concrete Steps To 6rade o o o Goanect Nee Footing To Existing Footing au'(2)#4 Bar w/1 1/2-Flagstone Treads o 0 Dowels.Gamed New Um.Wall To W N Bar Provide Railing as d 200 x I0•Concrete Footing "Joy I w/(2)$4 Bars Conthms Dowels A 12'0%Verticd In Addition To'Gar�g Gompouad'At New.blot For Watertight Sod wI————_ Railing Requred If Porch �,� � Is More Than 24'From Grade Revision Date J J o o Ver &IstM Footing Date Q Min. 2 Oct.21,2024 I o Propo5ed Job No J Z¢ oft 5ide Elevotion 224-IOl � mQ W „ _ Drawing z 5Gale: 1/4 I-0 LU J UJ w OF L�7 - a+. z • �� Schedule For Pr owd wild' Material and Cola Scheme �-- 1 op mg � o _~ NLn'1e: Tl Color: 12" 12" 4" 5iding: n/a Vinyl Grey J Windows: Andersen Double Hung Wte 4A z TOM n/a Vinyl hhite S p n w 13/4°x LVL Member Front Door: n/a Existing v t (see Plan For Size) Q¢ Garage Door: n/a Gomposite Mite m LT Front Porch n/a Bluestone 12 d Gommon Wire Nail •— Ld W Roof 6AF Asphalt Match Existing E (0.148"x 3.25") 9� Ph 9 lt1 z N LV O Gutter/Leaders: n/a Aluminum Nhite Q t < Minimum 5olid 31/2' Bearing L" Elevation Section �, m o a kr) J Note: Note:: NOW: If Toopp Rail ,Mom Turn 5/8'dude Q g Provide 15/8'or 2'Do Prpe Rail a5 Shown LVL = Laminated Veneer Lumber See Plans For Size d Location By Tru5-Joist YNeyerhaeuser 0A E) Of Al I LVL Members 15/8'dia wd Hmdrall Minimum or Equal m � � 4'Sphere Gxmot �L o Q �, dD Verly b'Sphere Gamot Q- LL, VL oom e o i o i e Pa55 Throuc �� 5ca 1 e: I'� = I'-O" Glowd Riser Stair Design (� [] U.1 S z 11'Min Trend Provide 5hip5onNgle&xket'A24' W 11/4-Max.Nostg To Provide Gomectlon From Stringer To Gm.Pad.LL- o �ow V" (3LL-�� 1 x e Race Bd Handrail 4 Stair Detail o�Q = No Scale Q Q~ Match Match LLJ Exist Ex t :z � 0 LU a�� <U Q <s Top Plate — Gellhg Hgt YVhdorr H4 Hold L MEN � �-- ow" ovdtang Z 0 V Agpdblt Shingles (� X:x Z- B.E.Akrf tim Gutter �+ B.E.Alum butter — x Frieze Board T op ft" t��Z � z Nm New Mom 0 0 o Exist L First loon HgtCL LW Nem*gm Bevel Sidbig No New AN'Bevel 5" Q LU b x b P.T.M.Post t 00� c i*apped In Azek — 0 Ground F Z= Z o Q Concrete Steps To Grade Cie W w� ? W1 1/2'F tone Treads o J Provide RaIN as Req'd Q=Q Concrete rete steps To Grade 1/2g Trecids o Provide FRd as Req'd c Basement Floor Hgt 0- - -- — - — — — — w� I 20'x 10'concrete Footing I 20'x lo'Goryar to Footing Revision Date Z J H/(2)e4 Bars Ca tttaous W(2)e4 Bars Gpntirvous J I��¢¢ I ---- I — Date < 4 QQ L--- - -1---- • �s� � Carat F To 6cts �Bar Oct.21,202 Pro posed Dor�xels.comect Wm cant.Y611 To 6�a g W$4 dear Job No g=o ipht • D"19 o Wo%VerticalIn AdditionTo W" 224-101 me evot ion Gompoud'At Itew.bht For hidertkt Seal Drawin _ 9 _ LU Scale: 1/4" = 1'-0"QQ= J o �l Y J'1�w V+ �f. W • E �j o moo V• `�' v J s �(Cq Q oo ' z E x S o 0 L-------.—- NZ � j ti H I J Schedule For ftqpLvPf0 NUN Material and Color&home Q 20.4 8.q4 Z Maximum Height From Proposed Setback(Front Gandy Lane) game: TypB: Color: Q= 20.4 x Ab=Iq.b •— w Maximum Height From Proposed Setback(Right Side) Sidi : n/a Vinyl Ere ll1 z o 8.q4'x 3.00=2b.82' y > Q — Kndow Andersen s: Double Hung mite � Q � Yard 5etback Ratio Trim: n/a Vinyl Mite CO Y z 5cale: IAA=1'-0" Jl Q o Front Door: n/a Existing (1 0 n? J H J CL m Garage Door: n/a COT05ite Mite a) Front Porch n/a Bluestone Roofing: 6AF Asphalt Match Existing w _—__._—_—_— butter/Leaders: n/a Aluminum Write z W G�w o 32A i o a Maxftn Height From Proposed Setback 32.4'x O.qb=31' V o�o s sf Front Yard Setbock Ratio L" � ///ice— Scale: I/Ib'=1'-0" Q T— �o� CV) Z w al W b'-6'Adder ��a_ o=� >wm o J Wn Shingles To Match Existing Imo ¢Lod sLn a� a�� — — Q TOP Plate/ Cetlhg Hgt - New Shingles To Match Existing Window b' _ OJI• I I x D Rake&!. 12 �� 12 Z o 5� �5 �x�- >� NBw � 6x�thg � � � \ — a — Z Q °D Whdowr Top Plate <QQ 0 N Q ew New Window o ovit- o Ex is in /First loon HoLL— � a LU JJ 2 y o LU o w Groud F A o 6cw>Irisicbwh9 Existing W o Door — — — — W J 2 Q lL o qz o 0 o o o Basement Floor Hgt LU — oICE � 1 Ver Exist Footing 20'x 10'Concrete Footing Z Min 12 w/(2)#4 Bars conth"m Revision Date goo -- _ Date 22--j ''� Oct.21,2024 s~ Gomect New Footing To Bd5"Footing W 0 84 Bar �—Gomect New Footing To 6cktfi9 FootYg h/c2I e4 Bar East Foot Vert o w 20'x 10'concrete Footing Dmb.Cpit New Gone.VdI To E Wq W#4 Bw Dowels.Comer Wm Gone.wall To�g W#4 Bar Min.42'Depth w/(2)#4 Bars C.aithuous Dowels•12'0%Vwhwl In A&KW To' Dowels•12'0%Vwbcd In Add m To'a" Job NO QQ Unfa a At New Joint For watertigft Sod Gompwd'At New.blot For watertight%W 224-I01 m¢ Proposed Drawin ors g LU ear evo ion y I~ 5cale: 1/4" - 1'-0 OFs LL. �Q� M1. • r� General Gond'�io s: I'I MaWial Identification: 0 0 HEATING: connect to exist) system contractor shall Materials and e t must be Installed In accordance • < 5PEGIFIGATIONS:These specifications are made in DAMPROOFING:Provide a complete TUFF-N-DRI GYPSUM BOARD:I/2'nailed with rosin nails according to n9 aNiPm1en al form only and not cificoll for one building Exterior Foundation Hate oof System as manufacturer's specifications. All joints to be and check and verify that existing system can handle increase with the manufacturer's Installation instructtor�s. >` g y y °� d demand of proposed addition.Contractor to provide new Materials and equipment must be identified so that o < The owner applying these specifications,assumes manufactured by KOCH MATERIALS COMPANY or receive three(3)coats of.joint compound. Finish to be lets ten IF determined exist carrot handle ��. complete s existing compliance can be determined. o complete responsibility for their use,changes,or omissions. equal. Provide 4 perforated PVC,footing droln laid In smooth and even,ready for painting. Provide 5/8 type Increased demand of new additofn. P ~ Manufacturer manuals for all installed heat and cool n W Ib'deep(min)stone with a layer of salt hay over. Drain 'X'arum bard at both sides of garage house walls and heating cooling provide to outf low above ground,min.30'from house,when not cell". Also,provide 100 5F min.over furnace. FIXTURES:As shown on plans shall be AMERICAN equipment and service water heating equipment must be SCOPE OF WORK:The contractor shall Quids a!!labor, STANDARD KOHL,or equal. All exposed Fittingsand provided. Insulation R-values and glazing U-factors must � O materials,appliances and equipment required to complete permitted,provide drywell. - q xpose all work,etc.,as shown on the drawings necessary for INSULATION:Shall be fiberglass butts with vapor barrier. pipe to be chrome plated. � d a complete job,unless otherwise specif led. All material and DAMPROOFING:In areas of high water table or severe Provide insulation as per 2020 Energy Conservation CodeHed!g 4 Coolirg_--fPn9 In5111AtI0n: Z workmanship shall be of good quality. soil-water conditions are known to exist,provide 2-ply hot Of New York State Section R402.RES-U�GK software i�IIIarm��?I8�'�C04: E <ai_J w<M: mopped felts,55 pound roll roofing From top of footing to Is allowed to be used to calculate Insulation requirements. Mechanical system piping capable of carrying fluids above S O (p t OMISSIONS:All written figures(notes and dimensions)on finished grade.All joints are to be lapped and sealed with Refer to"RES CHECK'energy study attached to plans or 105 degrees F or chilled fluids below 55 degrees F mustj Q W the floor plans or specifications shall take precedence over adhesive. HINDOH5:Shall be.ANDERSEN Perma-shield or equal fixed to first page. be Insulated to a Minimum of R-3.See Section R403.4 of the w o_�= any drawn figures(elevations). Do not scale prfnts. All windows with insulated'Low E'glass and screens. Size ~ INSULATION:Shall be fiberglass batt with foil faced vapor 2020 Energy Conservation Gode Of New York State for z<s< dimensions must be verified by the contractor before start of M�GBIIrle0U5 Metals: and type shown on plans. Provide tempered glass where barrier,'R'value stated on attached RE5-GFEGK. more detail. s � 4 construction. Any discrepancies on the plan or specific- shown or where within 18'of floor. O c cottons must be reported to the Architect prior to the start of STEEL:Shall conform to ASTM specification A-3b For Pack insulation in all cavities around all exterior windows, _ Z construction. structural steel. FRENCH DOORS:Shall be Frenchwood or doors and other P u.i equal with tempered insulated'Low E"glass and screens. openings. (n z o CODES All work and materials must conform to all local ANCHOR BOLTS:Provide 1/2 dia.X Ib with hooked end. FIBER-GEM ENT SIDING:Shall be Fiber-cement WORK INCLUDED:contractor shall furnish all labor, j Isi and The 2020 Residential Code Of New York State, National Bolts to be placed b-O'o,c.max.,12"min.from corner and Plank Siding by JamesHardle. Install according to materials and equipment required to fully complete Q ' Board of Fire Underwriters,2020 Energy Conservation Code 2 bolts min.per sill.Consult Architect for anchoring in manufacturer's guidelines and details. Provide 3/5'x all plumbing work shown on plans. _ OF New York State and requirements of the Board of Health. other seismic zone. 1 1/2'wood starter strip set to true level 1/4'up from bottom edge of siding. Lap siding on 1 I/4 minY►w over FLA5HING:All pipes passing through roof shall receive L Q o ACCEPTABLE BUILDING STANDARDS:Installation of course below,placing all end Joints over stud bearing. oluminun collar,strapped and fitted to provide water- d,d <1 r materials shall with htchrs standards as instituted Use only galvanized or corrosion resistant fasteners. proof seal. Q m a the national association orb equivalent of material FRAMING:Framing of the entire house shall be erected INTERIOR DOORS:Interior doors shall be 1 3/8'flush 12 — o lamb level and true securely nailed. Joists,studs aid 8(see Elevation) U�, Q used. Acceptable arsoclations shall Include but are not plumb, y mahogany stain grade or 6 panel pre-hung wits,comp TESTING:contractor shall test all water,lira limited to,the following:Western hood Products Assoc., rafters shall be doubled above all open". All flush with haraiare and casing. Siding,bl-Fold and pocket(doors ¢ and vent piping In accordance with local codes. � cedar Shake d Shingle Bureau,Brick Industry Assoc.,Tile headers shall be corrected with metal joist hangers. shall be 1 3/8'flush mahogany or 6 panel doors or as '9i • Gourd)of America,National Roofing Contractors Assoc. Double from under all partitions parallel to Framing. Sizes shown on plans,complete with hardware. Provide a and American Concrete Institute,etc. of"ts,sheathi ig and rafters are shown on plans. Provide self-closing"G'label insulated door and From between �c so Id blocking under all posts.Contractor to provide all fire garage and house. bloc at all stud wall over 10'-0"h or all horizontal z OV�SHIP OF PLANS:These plans are the property " 'k 6'ow'ice 8 water 5treid o of DeMasi Architects P G. Any use or furred spaces at 10-O Intervals max. EXTERIOR TRIM:Shall be Azek or equal. Size �•Ea m 0 valley-q reproduction,in whole or In part,without the written and shape shown on plans. : o TERMITE SHIELD:Shall be bent aluminum with sealed Provide ke 5*ld Hm 240 inside o= authorization of DeMosi Architects P.G.is I joints(refer to wall section for other Information). BUILDING CAVITIES:Building framing cavities shall not Exterior"all U*Per M=*.5p". b' 1-0, prohibited. Any person or corporation using piano without lapped j° RvAde ke s�deid ftW ai o be used as ducts or plenums As Per Section R4033.5 proper authorization will be responsible to compensate Roof's Les%Tim-212 Poch I At Ni o Q the Architect. This plan is For the construction of one house �l-t- All wood sill plates that rest on concrete or OF the 2020 Energy Gonservatton code OF New York •c.k�.Roof Areas. 0 O only. rr .,orry exterior walls shall be pressure preservattvely State. �,� ~ Uj CV) < y treated in accordance with AhPA standards or shall be of � o o ARCHITECT STATUS:Architect has not been retained bya!'f��' mood of redwood,black locust,a Z W owner to provide periodic job inspections or job admInis- cedars.All sill plates to be set on fiberglass sill sealer or Ice Barrier schematic Detail � o tration. Purchaser of the plans shall assume full respon- �1�1 p- p sibintles for any deviations or changes to these plans. GLULAM BEAM:Shan Douglas be No.I D las Dtr(min.Fb-2200 1/4 -I-0 >=m FOUNDATION:Excavate all earth,boulders,loose and 50 FLOOR Shall be 3/4'T46 Interior with exterior glue ~J soft rock to the lines and depths indicated on the drawings. plywood glued and screwed to each framing member 13/4 x II l/8 LVL Q o All foot"to bear on solid,undisturbed earth. Excavate ®6'o%. 7 for all utliities as required. 2 x 8 Rafter o Ib'o% Spray Foam Insulation Q< SF-ATHING:Shall be 1/2'exterior grade phpood nailed I/2' Sheath R-30 Value LU Asphalt 124wod h9 Q FOOTINGS:To bear 12'below line of solid undisturbed to each framing member. 15 pound R�ooles on 12 earth.Design of footings are based on 2i000 psi soil.If soil BRICK OR STONE VENEER.Shall be as storm on plans, ����Rdter 2 x 8 collar Ties Ib o/c �5 bearing conditions are questionable,contractor shall consult laid in cement mortar with galvanized metal wall ties 24" engineer for footing design. Sloped footings shall be 1:2 horizontal and vertical. Provide weep holes at 4'o1c B.E.AWM•GUTTER Top Plate mac.slope.Provide(2)*4 bars continuous(refer to wall max.or as required(option:provide'MortarNst'at bottom I x 8 FASCIA BD. Z v section). All footings bearing from rock to soil shall be of cavity).All joints to be well tooled. Brick and/or stone 112'69ma Board X x shall be selected owner. (rape a Painted) � reinforced with(4)#5 bars(b min.on both sides of joint). by Dowel and pin all footings bearing on rock with a slope ROOFING:All ch shall be I flashed. I/2'Ext Plyycod 5oFF T ��Z greater than'1:12(30 degrees)w/ 4 dowels A 24 o/c Provide self-sealing rubberized wateerrprroof membrane a� ' < t'36'wide min)at all eaves,openings,hips,valleys,and 2 x b Exterior stud well•i /�c Living Room Q r WR.brace and or equal(Ice and w/b R-21 insulation, m � - FIr115H GRADING:Finish grading shall be established to � C'o�y � �°" � � LU qualified watershlela). All roofing shall be In Quids surface clra in all lineations ari from the stalled by wrap And In Ext Plywood Sheathing O � Q horse and excavated areas. roofing contractors,In s -strict accordance with manuFac o= tourer's ecifi ations. 3/4'T46 6d SubFloor u- (6be t Nap To w"' covets 4 2 x b Press Treat Sill Plate 6dst •O ��m� J on EP5 5411 Sealer m/In'do x Floor o Weathering Gondition:Severe 16,Anchor Bolts o V-O'o/6 �u g (12'Min From Corners d(2)Bolts .j < < - o Q LU CONCRETE.Shall be a min.F c-3,000 psi compressive Per Mali Mirk L 2 x Ioloor F Jots o lb 0/c strength for footings d foundation Halls and F c-3500 w/R-30 Batt inwlatlon 0 0 o psi compressive strength for porches,steps d garage 8'Poured concrete Pali CY T,LL floors.Concrete shall be'Air Entrained',total air content w/(2)•4 Bars o Top,Middle °C~ shall not be less than 5%or more than l%.All concrete And Bottom of Wall work shall conform to the lastest American concrete (?)Goats Asphalt HP. GrawlSpace �i Institute(AGI)guidelines. Below Grade oI oc, z Dement Shelf 3'Concrete Slab o POURED GONGRETE FOUNDATION:Shall comply with 96'Crushed Stone Z w o the latest edition of American Concrete Institute rush •• J Specification and shall be plumb,straight,level and true. Forme to be properly constructed to hold concrete. ' w Provide(2)#4 bars located at top and bottom of wall. Filter Fabric 4 Bars o 24'o% Revi5ion Date Z�rL All reinforcing bars for concrete work shall conform to Stone(Ib D) <Q Date o A c S.T M.A615 grade 60. 4'Dia Drain Pipe w F- Drain T light Oct.21,2024 DAMPROOFING:Foundation wall shall be domproofed Buildinp /�, 3 w� with two(2)coats of It waterproofing over Ill' < o cement parge(block Pal cent w�(poured wall). m/(2)04��F , „ Job No 224-I01 << Provide 4'perforated pipe footing drain laid in 16'stone SGaIe: i/4 0 m< with lager of salt hay over. Drain to outflow above ground-� Drawing o o CY �-�_ > 100FIC