Loading...
HomeMy WebLinkAboutBP24-243 M IT kn o aA 44 3 A O a ACA cCJr W W 3 cu CZL, It d' * Cc CDCD 1>1 5 A o _ �zpw 'o S00 � V z � z n z v a� W v E � a, u � Q 3 ( h M 3 ICI pp G1 .N� ` � ,� N z a� � 3 � n, v o © N � u Z 94 .. 00 M� v 0 °a a,- - cq � W o V 0 p', U C h x _ LL• O �`— gL jL N C7 O A z O � o Q = ED s O�// w W w ] av v" "o � �I C4 a 1.4 W > a -o 01 _ a UIL gVIL E OF RYE OOKT 938 KING ET RYE BR ,NY 10573 AUG - 1 202 4 ID ov VILLAGE OF: RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE Approval Date: \ rmit 41 / , / Application# Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: Date:/0 BOT Approval Date: # : Chairman: PB Approval Date: �d Case# Secretary az ZBA Approval Date: l0 I oZ Casebo Other: Application Fee: Permit Fees: EXTERIOR BUILDING PERMIT APPLICATION Application dated: 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. L JobAddress: 35 M-e-ap o W L trK_ tZk kO p 2. Parcel ID#: I ZA 4 ` 1 - S- Zone: R `Z V 3. Proposed Improvement(Describe in detail): H-f-W SQ,C.onh F"r- W l`M fh4S 4r SJ'-,C d V-N-atl[kb ygu" 6 two 6 Lcxwn-j Ae— ` oc A-00hoh avc- LGar 6I ?;46C jCYd»r /�rLh IrIL�cr�2ft PQYlWc,' , tlF Ci n T g 4. Property Owner: 5 C.o-#T 1 S��4•�1 S C.�W o►rTZ Address; 3 S Im eu act LU+'K- JU►°V K N IG J 7 3 Phone# 9-13 7 23--ZZ 30 Cell# 0 73) 7 Z3-Z.'230 e-mail Sc�—ttS r In,.r arrz 11 p List All Other Properties Owned in Rye Brook: G fn4XILM" Applicant: A4e�-L� Address: Phone# ---ttx, Cell# e-mail Architect:—�unh (j,0, SC_ It v,4- Address: 3 sA►zo-, }h l l "., / 1 Zjro✓1 IGI /q`I /d,$B4 Phone# 11/4) Li3 73,n Cell# of/4 ')/L}- Q/SZ e-mail J_6SCA'Z4-4f7j C 6►�v/t'l+� Engineer: Address: Phone# Cell# /t `e-mail General Contractor: k'L� /;v Q.1s)gl17 C `�r/os►14e S�`4Y-, /h1' Address: r43 9 �j�/L/W o� /E c�QCY do 0-/4 Sit k,,� PJ t7 s`7b Phone# 9/#40 3-7.8 7 7 , Cell# e-mail (I) 6/]/2024 5. Occupancy;(I-Faro.,2-Fam.,Commercial.,etc...)Pre-construction: / Post-construction: 6. Area of lot: Square feet: 'Z, 100 Acres: . 64 7. Dimensions from proposed building or structure to lot lines: front yard: rear yard: -73 right side yard: 1.41 left side yard: 74 other: 8. If building is located on a corner lot,which street does it front on: 9. Area of proposed building in square feet: Basement. I It fl: 2°d fl: 31 fl: 10. Total Square Footage of the proposed new construction: It. For additions,total square footage added:Basement d 11,tI: G 93 2nd fl: ) 757 Yd fl: 12. Total Square Footage of the proposed renovation to the existing structure: 17 9 Z 13. N.Y.State Construction Classification: _:I N.Y. State Use Classification: f—L _ 14. Number of stories: Z_ Overall Height: Median Height, 15. Basement to be full,or partial: , finished or unfinished: I6. What material is the exterior finish: F619.An, C L!wTa rww3 17. Roof style;peaked,hip,mansard,shed,etc: 14 t p Roofing material i vu_ ( u„,C- S tit I V14 18. What system of heating: L�j-t An(L- 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 5e&, xt_ 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: (if yes, applicant inust 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: Area: 22, Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: (ifyes,applicant must submit a Site Plan Application, &provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: (ifyes,you must submit a Site Plan Application, &provide a detailed topographical survey) 24. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: No: ✓ (if 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: ✓ (if yes, the area and elevations of the flood plane must be properly depicted on the survey&site plan) 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: ✓ No: (if yes,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: Indicate: TIER I: TIER 11: TIER III: (f yes, a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: 29. What is the total estimated cost of construction: $ Oa•c 0 Note:The estimated cost shall include all site improvements, labor,material,scaffolding,fixed equipment,professional fees, including anv material and labor which tnav be donated gratis.If the final cost exceeds the estimated cost,an additional fee will be required prior to issuance of the CIO. 30. Estimated date of completion: (2) 6/1/2024 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0669 RESIDENTIAL LOT AREA COVERAGE Address: 7j5 P�lerAOsLj Lcoc. I'L/J Section: 1 7-9.84 . Bloch: lI Lot: PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS 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% 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 00 Sq. Ft. Z-7 gep Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) Zq Sq. Ft. Z 766 Sq. Ft. b. Area of 151 Floor Divided By Area of Lot x 100 6. 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages,Tool Shed, Playhouses) 0 Sq. Ft. Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 % % 4. AREA OF DECK O Sq. Ft. ZZ-I Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 O % •, �� I attest to the best of my knowledge and belief, the above information is correct. — 9—, 7o/ "�'- itect's Signature (3) b/t/2024 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 918 KING STREET RYE BROOK,NY 10573 (914) 939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: �P"e`0a.-4 L-ex'V-- 1O Section: I Z 1• 8A Block: ( Lot: - Zone: C-ZO 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: Z7 100 s .ft. Existing Allowed Proposed Total impervious coverage = 5/86 s .ft. �4r S . ft. 4175 S .ft. Front impervious coverage = W9 4•06 % % mo t -f. Z % I attest to the best of my knowledge and belief, the above information is correct. rchitect's Signature (4) 6/L/2024 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: ftO Section: I Z-% t 4 Block: I Lot: 5- MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area —21,780) x 0.11478421 ]: a. Allowed = '4 7 p Z Sq. Feet b. Existing = 1 7 q Z Sq. Feet c. Proposed = '4 3Ce b 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 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 REWIRED FRONT: FRONT: FRONT: .44 E-35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 0-25 SIDE: SIDE: SIDE: 1.30 FRONT: . 34 FRONT:,,St FRONT: .60 0-20 SIDE:I,Iy/& I SIDE:I r�F[� SIDE: 1.60 FRONT: FRONT: FRONT: .60 R 15 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R-15A SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 jr-f2 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 /P-10 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 0--7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 R-S SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 R-2F SIDE: SIDE: SIDE: 4.00 1 attest to the best of my knowledge and belief, the above information is correct. rchitect's Signature (5) 6/1/2024 BUILD MENT 2ECENEF V1L OK AUG 1 2024 938 KINGT; t`St1xBR t NY 10573 _ VILLAGE OF RYE BROOK w ov BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT. STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as; residing at, 35 fy-\,ecLDo W LcCi(, PC Print name) (Address where you five) 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; 35 ��eaGbw'(,,tc, E „r, , Rye Brook, NY. (Job Address) Further that all statements contained herein are true, and that to the best of his/her.knowledge and belief, that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. P � ._ti (Signature of Properly Oxvner(s)) 1r S C (Print Name of Property s)) Sworn to before me this ::)--I da of ��� , 20�_ (Nn ary Public) sNARI MEL lLLO Notary Public,state of New York No,o1ME6160063 Qualified in Westchester C 2Y Commission Explres January (b) 6/1/2024 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 19Part 1264& 1265 NYCRR) Ta: The Building Inspector of the Village of Rye Brook. From: ck - a i% Subiect Property:_ tnt WLCA✓f�C, aa, SBL:L(_j._&4--1- Zone: R-7Z0 Please take notice that the subject;)(One or Two Family; ❑Commercial, a New Structure X Addition to an Existing Structure Rehabilitation to an Existing Structure to be constructer)or performed at the subject property will utilize; o Truss Type Construction (TT) V Pre-Engineered Wood Construction(PW) o Timber Construction(TC) in the following loca,tion(s); o Floor Framing, including Girders &Beams (F) ❑Roof Framing(R) X Floor Framing and Roof Framing(FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood, or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR §1264 for Commercial Buildings, and NYCRR§1265 for One&Two Family Dwellings. Sworn to lhefpre one dtis 3u Swom t before me this day of V.� 20 day of ,20 .� Signaturt of Property Owner nature ot'Design Professional c �( C 'n` ame of Properimvner Pr t me o Design Profiqm lionat VAL No,ry Public Notary Public SHARI MELILLO Notary Public,State of New York SHARI MELILLO No.01ME6160063 Qualified In Westchester County-� Notary Public,State of New York 0063 cnn';mission Expires January 29,20 No.n WestcGIME6hester Qualified in Westchester County(7) Commission Expires January 29,2 -7 �i This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer& signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. it#*,rx°k ytk:F*t,t��,t�•*:F*h�;**k**,y,k:4w,kk*!**,r*,t•x*****,tF**is,k#+k*do*,k�*t.4,kir**#;:4,k*+#+:+*y;•ham±**ti:k t9:rt�i..i,..A?:?e Yr it*:YYr Ye Yf'k i,fr it irlr STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: G St.a.-I Ct-(. 3rL -(�`'y'' 1being duly sworn, deposes and states that he/she is the applicant above named, (prim name oriudividual signing as ncc applicant) and further states that (s)he is the legal owner of die property to which this application pertains, or that (s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc,) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed, or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention& Building Code, the Code of the Village of Rye Brook and all other applicable laws, ordinances and regulations. By signing this application, the property owner further declares that he/she has inspected the subject property, and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this V Sworn to before me this day of —k\ , 20 day of 20 \ Signature of Property Owner Jignat�urcof Applicant 2-- Print Name of Property ot�n r Print Name of Applicant 1) LU L 0 \ Wary Public SHARI MELILLO Notary Putslic Notary Public,state of New York SHARI MELILLO No.01ME6160063 Qualified in Westchester County Notary Public,state of New York commission Expires 3anuary 29,20 No,07.ME6160063 Qualified in Westchester county Commission Expires January 29,20_2-7 (8) 6/112024 • ��' f aea � LEGEND vim L «i —Q— UTILITY POLE 1/• .° vA w O 0 — WATER VALVE •�� R�yER ` '.c Srlx. po j vo nLE U_L6i\•w• oC4� s. r,r._ ' �J °(•, aka`o" not f L TREE — FIRE HYDRANT COPY ° o .- •° d o••• d`� IUCN r 10, ZlI � ,G ,Icy a Ar © — GAS VALVE p/ ° �aN.a ° , �� 4Fit 1 top S — SEWER MANHOLE EO — ELECTRIC MANHOLE ® — CATCH BASIN ZI o. �" •r �le. o+f1,wu,.r•....aM�y`,y w•iYv!!!!e.►tbt['•ewaalf,n.tl..a►, Q N 'I r," bVFJ �� ��'�r��V �� 99.99'"•••'.........••,.r,.•-•+ .w..,-.,y+M.frrar.nvt,y»,..t+eeMyy. Or,,a01t» arL ��. 2�j.•. y� ° O ' I�t,�`� ,�- NOTE 7 DAY NOTIFICATION IS NEEDED BEFORE WORKS STARTS 40 U V +�V I -' 1 b 4 X 3a'� i z.8� �e'LA< �� j I o ���� SP'LuvTI aN Landowner shall provide Tennessee notification at least seven 7 days prior to an activi within E IS _ twenty-five feet(25)of the Tennessee easement(`Easement")area.Landowner,Developer, �C1R C 1.CO., COME L i s r N10 Nl w(w�' La t+ .s GTP4T Contractor and/or Subcontractor must call Tennessee's Mr.David Werner at 724-341- 6062.He Q �..4 3 � ��oq i �° ��(l�� will have someone standby when work is occurring on or near the easement areas acid discuss our p J Y FOR CORRECME`S 9")� d���i��.���0�'1 � � �,�' �fs,•�y �'�� � o�T time frame for constriction activities so we can be on site as work progresses. :.0:�::�'r`ILS9 FIE CONDMNS,L�ESMNJ >i� ��:�r .•.. 8 `'�n "'` �- �� ,y ?' N et ��n b (�NL �f� 6� y}Ka.•are.snrur p m Z t � � 3 OR APPUCAPTE a.ttntrtr iC LE \1 I En 14 •-X.0 n ON TA K E.," zdy / �� ' o ECTIONS NOTES 9All w J . _ NOV 1 2024 spun AMEND D RESUBMIT � R 2° K 11 pQ, ��>�!3 e ���� � y 9 o � � VILLAGE OF RYE BROOKe REFER TO REMARKS BUILDING DEPARTMENT Ale, ez r� LO6 VAM r r s-/� (E R OTC ENi(3%1N- EEK"%1NGH� � �Sp� _- ►55 � � � p I r I 938 KING ST�tEET �° 's' � � ,,64 RY E BROOK,• Y I ZI 91 930�-075&3 FAX(914) eo PH G0�\ _ ie fto. too- IlAo I°I?•39 a�,7s ,� �� M�a o�� r�ie�Ls �oa�, By .01 s 2 01.z� . _� 1111111.14 G f ---.Zi,1?. c �1.1'r`'1 T John ?L,0 Q Akuj\�._r Scarlato Jr. 3e�� '" 6119 *y Zoe. ® -t'ea> x�o o "Fo 6 Architect l �q ` .0 0o C ZOO.�� 1 Mb-Ut li �j �'�� < \� X 1✓ 8 / 3 33 Byram Hill Road `r �20d �s�� �o�•� Armonk,NY 10504 �i-T F-en s ��� � '�. Phone:(914)273-7350 �./3 ar / ,o.t.or`y oLn Ptil�� �% JGSCARLATO@GMAlL.COM A l A �( L O e D b • Il�� —. 1 1 f� � i� a � . \e P. ` e e �0�0G- r 10 ^ -le— . e • e V I��V a a ._._, , , _J. 19'� q� �./ (�:,��LIN Lo�r�n el k1Nof,- MoRGaN --r .�� ' TZ RESIDENCE $�, 104, � �\, SCHWAR C� 35 MEADOWLARK ROAD Milt RYE BROOK, N.Y. 10573 y pto �asi'� X �'- a�' o° 1��� 1 Nlb�� �f� Ae _ ADDITION AND INTERIOR �'Os• 2°s - ALTERATIONS AND 2ILI S 3g w �+� _ ao � a � '�� ��l. \� 1�a ��� 3� :A 03 Zal� RENOVATIONS � CA r 66 d N 17afig.In 4e 4 Z•I �1 1 A OF WCOPS� SNR�S � !f SITE PLAN&SITE DETAILS °��• o » P a a /V 0 2Q C I j) 1 DRAWING NO. \1 Ar (M rV4"j5AT?V#lUi?`I I✓l$Ir H I I -.s'DIDGA 3�* ISM pug _. i i '�y0 0FN • • • SEAL COAT Erosion 0 des r, T ControlPAVEMENT , -Sedimentation 1�1 A.C. A , AT •::• ':: ,..;:.•..•.. ,. •. •,...�..•:;.';'.'.:,; .,�:••::�.�:.`."• TER PRIME 00 ... �'•:. :•...'..'.:•, :::••...... :,. ...Po ..,, •.:'.. -,:: •'.r.,..�•: .. ... - ..:• .......... .. ... WITH THE WESTCHES :._.. .:... sTs SHALL BE IN COMPLIANCE W ..... .. .....:...•.. •..•. ..• ...:.•..::....,, ; ,...,....•................ •, ... '•'�`_�=.:,: '.�Y - AND EROSION CONTROL PRACTICES :': .. :'•. f.. 1 - „ .• :' UAL. . TACK COAT AT ALL SEDIMENT A BEST MANAGEMENT PRACTICES MAN n SUPPORT NET- AT F101Y W COUNTY ��� A(•,� SECTION B dr :•; ■ TYP. -. SPACED EVERY 24 AT TO PosT WOVEN WIRE TIES m { . ':!� FASTENED SECURELY TO . � R CLOTH TO BE ST FlL1ER fABRiC 4"DEPTH• FILTE TOP MEW.-. •■- O11 TE 6 'D•GSECTION TYPE AGAR£ •EM EU D•AIL�^IN ET s'c A ND MI D E no a' u Ai .r � ATE'R1 •ow. z BASE -••�-FLN TO 957c •:.•:-,,•. •.. •.:.:.•.' .. •. .:.:.. ...,... .....• ... .. .. ,_.. :••....:.•... �. ... ER THEY SHALL BE OVERLAPPEDCOMPACTED , OT ADJOIN EACHOTH 2'E-6 STEEL PICKS aR SECTIONS OF FiLTER CLOTH COUP P AR, TS, I WHEN TWO BACKFlIL 3. C 'Y•�I 2'STAK 5 E 1 T 2'TO 2' FOLDED .sr N FOL•ANC' FIRST AI<E'.T TOWARD A D D LE o i 6 EXISTIN Y IN,GROUND. B SCARSFY :.. :. FREVIOUSLY•LAID BALE :: ;.;:':.:'. ,•' ABUTTING THE ADJACENT BALES. TO SOX ROW WITH ENDS TIGHTLY ABU M ��ADE AND SHALL B E PLACED IN A R RECOMPACT '. BA LES ES ..: "''.'"•:'.::'...: ::....'.'.. •.SECTION B :.•r:.:.•'.::':,:?..;:>•;....,;....;,' '.•;::::.'•' FLOW� ":'::•e•:' secnoN A. :.:,:.- CONTROLS MEASURES SHALL BE INSTALLED PRIOR ASPHALT PAVEMENT SECTION ' 1 EROSION COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES AND SHALL BE MAINTAINED CONTRACTOR 1 NATIVE soil.:.• EFFORT MUST • :. :'' j EVERY EFF BE MADE BY THE CONTRA NOT TO SCALE ..,... •.. .. .. ...•:...,. .':�.:,_::.:.., .. ... WTas'oR YioN.eoLiNn.e L:Es PROJECT. .. ..........:. .... ... ..:••. ..:., ...,:..,.,;.... ....,. .. -.: ...., ..:.::.•.,..•.. ;,.. .. .. FOR THE D;:•::.,. :. .. :. :.,:::,•.:. .... ...:•...,, :.•PLacED.a+THE.coNToue..,. S DIMENTATION.IF AT ANY TIME :.`. •• "••• .....•,• .. ... .... ..','•: ...•:•'. :�_1 ATHS FROM E • TO COMME, :. , .. ,. .. ..� ... ... .. •..•:•.•. ..•,... '••.'�• :j .. THE INSPECT NECESSAR •,,,, S ADDITIONAL MEASURES ARE ,l .. .. :•..:.. :: f. •.... .. .. MD - JOINING' r..• . THEY SHALL BE INSTALLED AS REQUESTED. METHOD .... ...• ..•...,•..., •.-. ...•:..:.. ....... SECTIONS.OF .�.:..••• ::•... .. ....••. .:•:.:.•: .. ....,.. FENCING OR OF THE TOWN OR CITY D EM .......:.•:'.:'. ::::: -;:':::'.';•: 1:,:.,..'. •'-. ;,;•',:'•: NEDONAREGULAR :.•:.. •. .•„: ,:. •,. ,:,, .. •, � ., ,' :;• ALL EROSION CONTROL MEASURES ARE TO BE INSPECTED AND MAINTAINED ::: •. •r• THE CONSTRUCTION PERIOD AND UNTIL ALL DISTURBED LAND HAS BEEN General Site, '' ® '��-.�Otes: GHO. YI e ::..:v: ••:: .::,....,........::.:..:.:.::::.. A DAILY INSPECTION,..•:...-....•:, ,....•.,... ..•.,•. .......... .. •• IS FOR :..:•,' •1. .....:.'.•. BASIS THRO N • ,..:,•;;.•,•::,:: .•• .•• ..•..cr'•'•�'� R PAVING.IHE MINIMUM REQUIREMENT INSTALLATION NOTES INSTALLATION NOTtt '' STABILIZED BY VEGITATION O ....,;:,:•.._::H X ... ;.: ALL STORMS. r� O N WORK. `.'.:::''•''�''•'-� .. �•� '•':�'�•'�''�'�.•''�:�•�'.•�:'•:•:-:'• •• � FORE AND AFTER VERIFY ANY BURIED UTILITIES-.PRIOR IOR T EXCAVATION K •.••�..:.'•;.•:: -:•:.,• •:...,,.. .,. .-:,:-•.:•::• PLUS INSPECTION IMMEDIATELY BE 1. .. , :. P 1.EXCAVATE A 4 INCH%4 MCFI TRENCH ALONG THE PROPOSED FENCE ALI :'::' . TION IM ., .:..... .. ,.... ...•: .,,..•-'...:.:'• .. .. ..- ... ..., ::-BAOJEACENT BALES. IN A Y•ABUTTINC.TIiE .Row W1iH ENDS nslin PE ' 2:UNROLL A SECTION AT A TIME AND• :' `' ". "''.:2 EAgl BALE$HALL BE EMBEDDED IN' E S01'A'MiM UM of 4'.: OF-CONTROL MEASURES IS THE RESPONSIBILITY OF THE CONTRACTOR SEDIMENT 2 POSITION THE POSTS AGAINST-THE BACK(DOW?ISTREAI., •••,.';:,,'' :•; :•_. „, TH L A( 7, MAIM ENANGF�OF CO INSTALL EROSION AND SEDlMfJ�ATlO�I CONTROL MEASURES(SILT FENCING AND STAKED WALL'of THE TRENCH NET sl :::::..,':•..: .:':: :;',• SPOSED OF AT A LOCATION APPROVED BY „ (,. PE AWAY DIRECTION of FLOW). ...,••. ;. :.':',::. a:B;vFS,sHALI 6E SECURELY'aNCHORED.IH PLACE.BY STAKES OR RE-M'.' _E CONTROL FACILITIES SHALL BE DI HAYBALES AS DEPICTED ON PLAN,AND AS',PER,DETAILS,PRIOR TO CONSTRUCTION AND .....,..:. ;. ..:' : : TCLED TOwARO PREVIOUSLY LAID BALE TO.FORCE BALES TOGETITLTL'.. : PROBLEMS TO THE HE 3.DRIVE THE POST INTD•.THE'GRoUND UN THS i�I40'S " Al REMOVE USE ADDITIONAL SEDIMENTATION I APPROXIMATELY 4.tiICHES::'.'• =• ;-::;:;: :.•:".-;:• -' N INFER THAT WILL NOT4CA MAINTAINED FOR THE DURATi01V:OF THE PFZQ,lECT..EVERY EFFORT MUST BE MADE BY,T M T1tE 0 =: :, FROM TRENCH B 1TOM :.• TH E E G ... .. :•.:•... .: .:.•,.:;.... �•�''.'�-:•,��.:�.:•;:.::: '� .'•.-,.;:;.''•.� .• i RAINAGE PATHS FROM SEdIMENTAT1dN. :.. . • � SURROUNDING AREA 1,�. CONTRACTOR TO PROTECT ALL. OWN5TREAIVI b _.. N N A REGULAR t ED O':A - D AND MAIN AI•:�••: •�.LAY THE TOE IN FLAP OF FABRIC ONTO 117E UNDI R '.::.•:-•'t�•��'��:�'�'•� .••-:�:"''�':':'.`•.:'`•.:.::•'"'�•�••-•` L E OSION CONTROL MEA8lJ S SHALL'BE INSPECTS sTv eID BorroN of THE.TRErlclr, .;.,,.• � �'�•� AL R - . :... :...,:::. :,, ;: ''. `::STRA�IVBALE.SEDIMENT. •BAfZRIEf2S• UPLAND :..:BACKFlLL THE TRENCH AND TAMP,THE.SO14„ OFF SITE - ., " iA EXCAVATED SHALL BE DISPOSED OF IN A SUITABLE BASIS THROUGHOUT THE C RUCTION PERIOD. .. -...•...:•. ..-..-. ..!.. ..... ••'•• ,.., .:,:.:'.,.. .,.. - N0T•TO•SCALE`::• .. S. ALL EXCESS MATER L E CONS R N b.•JOIN,SECTIONS•AS 5I1OWN ABOVE ' B.CON1RiBU c AR s oP :;.:..,, ,:,•:: ..: ::.•.�....•:-: :::: ,;;':. '. Tw „EA L,E LENGTH SHALL BE UNITED TO LENGTHS ON N.Y.S.GUIDELINE$., OSA ITS 3. NOTIFY VILLAGE OF RYE B PRIOR TO CONSTRUCTION. .. ';�:�. .�,�' ..,. ROOK PR .. 4 EXCAVATE FOR NEW DRYWELLS Tb BE CARRIED OUT WITH"BOB CAT'OR EQUIVALENT SIZED Si - LT F MACHINE,TO CONTROL AND CO FINE LIMIT$OF DISTURBANCE EXCAVATED SOIL FOR NOT TO,SCALE M 1 ... .... .. '?•.:.•. '•, Al ee__ - - IEA N SITE INSIDE OF SILT FENCING AND L'S WILL 8E TEMPORAR STOCKPILED O — %fl DRYWE L IL - EXCESS SOIL WILL BE DISPOSED OF OFF SITE IN AN ENVIRONMENTALLY APPROPRIATE A N GRADES WILL REMAIN HE SAME. O MANNER, M N N _ 3 O /f� . 4 {T� �--- d e ��• IODI�® Tree ��°e3 r — 2 - G 1/f ITS — _ ES ON S— G � T C TION THE gT N RU_ OF CO S TART I N.BEFORE S ,O AND PRO• G O NATION T 1 PRESERVATION TREE S PER DET AIL. — F TREES A PLNEO— N DRIP I T ON'AROU D— CING ROTEC I V OD FEN CI SHOULD HAVE WO— S OU 'ST BfU2E: •:1�': — IL , ENTIRE PI y, ';: WI HIN THE LI ITS OF THE PROT ECTED CTED — VCCUR T M— CONSTRUCTION F ANY IZIN•SF�OUL'6- TRUE O O N'VEGETATION � O CONS i3N111 ET oN ••R: 2J N A oR.eiovE — - _ 3_ Ham!' _ 3 � i�IALS O F MATE oP NG O ,E'o iEss� _ EXCAVATION,STOCKPILI ,T DI XC I BUT NOT LIM Eta O G A NG E R — AREAS INCLUDING B O T' � T A EA ,•....,,.,r.....: :. .:',t.:: ::.::..,:: :`;':::-'::;.•: 4,: .;:i '. _ Ir T F CON TRU TIO P ENT VEHICLE PARKING MOVEMENT OF WORKERS`OR �•. ,,, ,.i.. - - STORAGE O S C N E ljl M , MACHINERY,OR DUMPING OF CONSTRUCTION DEBRIS.WOOD TREE PROTECTION FENCING SHOULD _....:: = :;�:'•: ^'..•:::•.�.:..:...-:•:... ;....;:::,.. :...::::.:.'';;:::.,.: „ REMAIN N OF UT CONSTRUCTION.WARNING S G SQ PT •��•^��'�'•�.�--•�'''''`••°'.•:••�'•• '"�=�=''�'• •'`'•'° '°"'••.;;•' - '••• ••• •..�.: INDICATING AREAS OF PROTECTION AND PROHIBITED S $ SHOULD BE INSPECTED AND MAINTAINED THROUGHOUT ..,. ARE TO BE PLACED ON WOOD FENCING TED REAS .•:, •:. :•:: ACTIVITIES IN THE PROTEC ,,�► _ 1 O N (o TERMI Y FI BORIS T TO DE.. NSPECTED B CERTI ED R E E SHOULD B A A PROTECTED TREES S 2 PROTEC ...... CONDITION AND HEALTH AFTER COMPLETION OF CONSTRUCTION.INSPECTIONS S OULD BE SL P H r�. E' S A 1 1R W9A-: LES.',SIL•'••� 1 OR TEEN• R •'�•:�:.�::::•::"�' ''• •'-•'•"'�'''•'':••� "�'' '•''' T GRO N SEASON,FORA MINIMUM OF THREE YEARS AFTER .. .............:.•.:;..•:�::•:•:;,•:.'•:::••:..:'•,�.:_�:`'=::::..��:�-:�:::......:••:....•..:...'.:::';�=•:.:...:..,,• MADE ONCE � WI G N •:- 7 3.4 2. COMPLETION OF PROJECT. O COM 1 •�IN•T�•S -Af1A710N•'N- 0•, TES ;.::::.•;:.:;:•.:..::..::.:. :r...:...:.�...::.�.•:•..::•......�,..,• ::.:......,...,.,_.:...: :•.: 3 CEMENT ,:•..,• on•e. IF PROTECTED TREE IS DAMAGi�OR KILLEp BY CONSTRUCTION ACTIVITIES A REPLA AREA CN05EN FOR STdgTPIUNO OPERATIONS'.5HALL BE DRY dN0'STAB '. Q O .. ....,. I.E..:;::::.-;. S ``•�'•�'��'�'•��"•'�`�' '"'"`�•'•' ��•"`"'''•�• Aft ER COMPLETION OF CONSTRUCTION. , TREE WILL BE PLANTED AND MO ITOF�ED A E C UC _ O IdAXIM E 0 Si •A OCKPILE'SH LL.6E 1-2:• .r 't. ]..,UPON COMPLERoN oF:Soa STOCKpIUNG;'E/1CH PILE SHALL'BfE.5URR0U j1 on Y GRADING ...::•:•..-..... .... .: .- .. _ .... ... :.,. .,..,..HOED';::'�:�'`:•''.'`•':.'.:'''.'�•'.'•'�:':.:"r'...`.•'': �•:�.•r:,.:'':'.:'>`•:':i r h 4. ALL PHASES OF CONSTRUCTION' CLEARING,AND GRUBBING,PRELIMINAR G YA1H O1HER.SIGT:FENgNC'OR_STRAWBALE%iHEN STABIUZED AS NOTED.;•.:`;''::.i..•...;. "''' "`' '.''.•:' ;.' LOT PREPARATION, T EQUIRE E PROTECT1ON:. m,� • ::•.•�.'IEIIPORAR•Y ST � � 6) 1 � ROAD CONSTRUCTION,BUIL•DIN� N E C.,.R THE I R ABIUZE AS NOTED SPECIFlt:ATI0N5: p , i E R TO BE I PLACE. , o N MEASURES N I .. L- v l P - D I�' :.s`• NDE •R- MME 8` RAMC CCO WO OD 2x0 00 _ O OF THE PROTECTED N ONSTR N THIN THE LIMITS 5. O CONSTRUCTION O I D OCCUR WI QP F ANY.K N SHOULD NOTE: ..:SO• MATERIALS, •'�;'. IN OF L''�''T••• I T K ILI G S OCKPILI• AS INCLUDING BUT N 7: I EXCAVATION,N STOCKPILING ARE O I ED GRADING F>(CA A O- NG' L M TO 0 , ::•:: :'.;.:::.: ...: i':.::.:•:''•--•::':.. .y�, ,..::': .•'..i.'.::.:'.::':::::..'.: ::••::;:''..: 7,.:'`.,:i: '' BARRIER PREVENTS COMPACTION .,:':::.r•••::::•:•.:•- .;•••:.,.., 1.,,.•.:•..-,•.:•.. NOT V.SCALE;.,•,: •.:'•'•:::::. .•:•'•..'••-..,...; .. - :.. ....;,....•::. t,;:••...:':•':.•:::.':•:''':'':...:••...: ;:. :'•.:::.:•,:::''''' SOIL AROUND ROOTS BY KIN WORKERS OR 0 NT,VEHICLE PARKING,MOVEMENT OF KER :..,.. :•.. .... :.•..:.. CONSTRucnoN EQUIPMENT :::'='-..;:•... ;..,.::....:<•.::::..-.;:,...::.:-...,: :• -:.:: MAC , STORAGE OF CONSTRUCTION�UIPME •���' HINERY OR DUMPING•OF C NSTRUCTION e,� t T.,•, 19 s Z .__ L_ _ a N ff.�a IiJb CXAl LJ(Ab . �DlfJr• 'Z �h r Za 2- 5� r ItitZM .. II I - A F 1 Q-� O - A r 'to � 3 s�. .. .. John G. -_ Scarlato Jr. . ,S�N ..... - �E X1 Tl C' -VEN P ENT A PAVEMENT' - STONE Architect _ b :S C F!Ci4T ON s'': TR•CTl N' pE e•' 'C S U G -r 'l MOU ate' 33 B NTABE am Hill o ..T. r Road 'u"iLEN.�0 •WMED•Qtt RECYCLED•:CONCJtETE�•EO 5 REt: T NE R•:S' 'SIZE-115E'2� IY 'R GL 01N• 70ItE By ram I T� • ON ( OPTI AL 2.-S •ERE��' 6 LOT WN r f )f. 0 A•51NGLE'•RESIDENCE L' Y�:50 E CEPT N I L �- T' THAN ET' I N'o Lsss I I 27 'cnI".`N FEET �• F iz Armonk, 10 .;�- �•. _ Y 504 M•LEN WOULD f? `1 - i rlMu�A'JO Mi 1, • �P bFILE'. T6- R 'TH CkNE •'NOT LESS THAH:�slx• iNcH '� . Z Gcl r N� _ Phone: 91 2 P � w� 4 73 735 0 V11D- �FIOT••SS'Tt1l+PI'THE,F'ULI; TH O�G' '00' 'ltUM:BUT LL EXISTW T•'L4- 154EL '12�.,F Ni'WIDTH' •.GROUND,''�. ... •••., ...; .. �: •..,...... ...;, OU Z4 FOOT'IF.SINGLE .. :.:•'•; :•:;•.;•, :-. •-.:•...:.'POINTS:WHERE WGRESS AND•ECRESS'dCCURS.•.-TYYETjTY.F R.( )F JGSCARLATO@GMAT L.COM .. .. ,... ... .. -••: ENTIiANCE.TO SITE. - L• ZGuI,e � --- —---- ..� IN. _..._ :'.•••• .: 6 :'LTER.CLOTH:-.WI1.L BE PLACED OVER THE ENTIRE.AR[A•PRIOR TO PLACING OF,. Fl C..LJ �`ST N 1uT w _o E: N - - P j, f;.. 1�- OH/ARU. UL`TIOH.' 0{N1tIC:OR DIVEKTED'.T CON.W :Li FL STR R Ay AlElr '3 :e•• 'LL:StI F CE :�i•'��'•URf=ACE-WA :5 ��: .A o' W C S H W T AR Z RESIDENCE N A ..,. .. .... ..•.. ..:".::',.• ::' :::•�•:-':� :::.'ENTRANCES•SHALL.`9E PEED ACROSS THE'ENTiiANCE••:IF PiPINC IS R,iPRACTIC L•.:•..^:::'":::�•.;.,;'..� - e,. o prP�i'i, z. • • A'MOU ABLE:BEAM kTT}1 5:1 Sl0PF5'WiLt BE PERMITTED. .,• e'e N7 e' HFGCH WILL.' ••e• ',d1Al TANED I CO D MICE'. B£TR SHALL l'7 'E'EN N TfNAN N _ r 35 MEADOWLARK►�- _ ROAD - E Pal- a• f►• k. •o -OF=WAY, M e 0.UBUC RIGHT OF-SEDIMENT-ONTO P i•OR D4G EDIfA T A' FLOWING'P R EVE T�TR CISML FL - N - -:YIAi(' OP :WASNID'OR'IAACTED ONTO PUBLIC Rl HT e• ALL •S EDI VENT•SPiLLED'DR PEO` i MI N�. 0 ATELY.'SING.:., REM VED Ild?/EDl ..EXI '1rU57 BE - e' HG:.' .. 12 N• - _ RYE BROOK ,_ N.Y. 1 'P A 7' �'.. 057 3 VEMEN _..•.:.. a ;..• -:..:.•...e• : : ....._.-:;-.:,'', A S' T SFIALL 8E GONE-ON:AN'AREA'STABILIZED triTH •as.•wHETI''w WASH I REOI1iRED;.I , •a• TRAPPING•DEVICE:.''APPROVED ENT S• APl•AP.PR VED SEDIMENT A N I ND WH1 D M N SibNE CN R IM Tp Vie• - - .. e• a AC SH RO'DED AFTER•E N• -AIN�'ANCfi Al1'iTE P VI'Eb'M TEN'0' J 0''ANDS EED 9.�'•EA1061 IN ECTI N .N �:�.• •. •'P SP F•'�' ALL':EVENT:. •R AIN ... - .. ADDI TION AND N IN TERI OR L A E T RATIONS A N D PLA N VIEW. -• .. • GRADE — G R 1 _. E _. BAI T ER 2 P - I C HE IC EACH RENOVAT IONS N O S ' ,. •\ I A LL S• Y WA LLS;(" . WAL LS \ W W T , RUL AN 0 S C 0 TR lLlZED.:C N T TI N N-STAB DRAT. \ TILT STONES . _ MovE Aver oew a:DAWAeeD DO 1, eEADCR. O7 M TtIC : � HILL .. •, INTO TH E MO RTAR OR7 AR I L•/ JOINT ornD o,t r R,:MOve ANY V' DAMAGED Dwwcnes. SITE _ ,_ E'D T N P E LUES o e AV[ TA/� RS LS&NOTE S RANDOM RECTANGULAR PATTERN:SAWN ENDS \ I/2'MORTAR SETTING BW s DnRK nwlra+. \F R t,V E L\t 1 s ■- 4'P.I.P.TAR SETTING o- w.• nD,•a.' - p... GXG-1.4/►.4 WWF;FURN15H FLAT551I1=5 CRGTes sAuaRvmTItDA�I /�� \ /��\ 6" �� \ s� G•COMPACTED DENSE GRADE a.zl'.•'• SET rRCE wT a•�aNA:e;I:ADe. rm:rrr:•:�:a .�\\ \\ \♦ .. •... vows AT toP or eAu stuu De cur. ' d•';•'••:fir: ;r,.'.b'•dam: ,.cS„� PULL DAC&TOf 112oreURLAP.ALL NON-010 I DRAIN /,/ •�// \' /♦' /♦/ � OR BASE TDAPAmurc". \` r♦♦\ DRAWING NO. . .• - - -DEGrnoneue MATelunl 9nnLL ec Ru,ovcD. /; �i/ \ •:' u/ - % • /�� cR:r,TE c•sw,caLLvm enA;til. ��\� /� \ •S,�,ED Aq 1 COMPACTED OR UNDISTURBED SUB GR/1DE - LlWerir COnfrnaeo Loewe DAClJ41, �1♦� �J♦. ♦, , 6 �e _ RDPCS AT T01'Or BALL 91NLL UC CUr. UNDI9TURD:O YUII BACK TOP 112 Of DUMW-11014-MO DCGRAw,DLE►MTM4StWLDeREerrovm ■"�DLWL BASE VARIES-TYP.16" FOR WALLS�2'HIGH UpTTLYCOMPALTCD LOAM OAarlU. SHRUB PLANTING DETAIL-STONE PAVING fOW1,WUDFOCSTALTOrMV4SErrLD.G STONE WALL L SP�2 SCALE:3/4"= i'-0 "°"`°`"' I DECIDUOUS TRfC PLANT NG OF NO * Fences Deep Plowing Developer Handbook One Call(81 1 before you dig) Fences are allowed to cross the easement as long as they cross as close to 90 degrees as possible Deep plowing can cause severe pipeline damage.Please contact our local The law requires anyone who excavates to notify their local one call center by ` ? I and don't hinder Kinder Morgan access to the Right-of-Way. office or notify the local one call center by contacting 81 1(call or online contacting 81 1(call or online request,a clearinghouse for all utilities regarding re ues),so we can meet with you on site to review your plowing needs. �/e O e r H a n d b O o k excavation.This is not to add extra requirements to your project—it's to keep you • No fence posts may be installed within 5 feet of the pipeline.Parallel fencing is not allowed within t the easement.safe. Cover KINDER MORGAN Excavation activities can rupture our pipelines or damage our coating,which if !� You may r o remove any cover from the easement area.If your encroachment will impact the left unrepaired,can lead to pipeline corrosion.If you hit a buried pipeline and Ken� youdig ' Roads,Driveways,Parking Lots lease include this information in your plan that will be submitted for our review.Plans for cause a leak or severally damage the pipe move to a safe area and call 911, Our pipeline was designed according to the land's original use.If you want to change the surface's easement,p A FEW WORDS ABOUT US then call Kinder Morgan.If you do not have our number with you,contact 811 and use,you may be responsible for all the costs required for your proposed improvement,depending roads and driveways must include a cross-section showing the existing and proposed grades based n of our nation's � report an emergency ticket for your location. on the specific language In your easement agreement. upon our existing pipeline.See the sample cross-section plan for additional information.(See page Kinder Morgan operates pipelines in your community.Pipelines are the backbone Iles our pipelines I 9.)Test pits will be required to determine this information.These pits will be completed at your energy infrastructure.We own an interest In or operate approximately 84,000 m P P Contact information is included at the end of this booklet. ,, 1`~ '. expense and can only be done while we are on site.We will review your proposal based upon your gY ' and approximately 180 terminals.Our pipelines transport natural gas,refined petroleum products, ,- plans,our engineering standards,and the pipeline design. crude oil,carbon dioxide(CO2)and more.Because our services are transportation-related,we fall Local Offices ,Y�;-,_ ,:�' - 1_ Maximum cover will also be evaluated when we review your proposal.We will not allow more than federal regulations administered by the Department of Transportation.Our job is to ensure �, r�;.,;--,u--�- 'f _ under f 9 t rides our '�•' �••r y `"�'���-^�;,x",._N pipe. r customers.Safe 9 s are located throughout the United States.Contact your local office for accurate ,;i.•, �•;;.,r P�� .�sr `-•r"- 9 feet of cover above the top of the pipe.Extra cover increases the load on the I e.i also impacts efficient uninterru ted delivery of these energy products to our Y Our office ??.•. !'fit r',3 the P � ��' ��":',• our work area and the ability to maintain safe Occupational Health and Safety Administration information on the location of our buried pipelines.To determine the location of our local office, y;;iuF ,y; ( ''Mai .;.r;,»» , , Y actions eve day. _ r' every your excavation activities while we Y I " ( HS) please call our main number at 800 276-9927.We will support r%-:' 'q*��";��, ' •.. �� tr¢, �-`�•=, 't�.� ' '*�•�,'-� O A standards. '''''�+tic�,�••ercr,i. -y - ti:nett.:: �L� •'� n this booklet allow us to operate our pipelines safely.We strive to keep you,your `!'r..gf. t•'' ""' + ! . The guidelines i are on site.However,we request that you work with us,following our rules and requirements when ,u . neighborhood,and your community safe,but to do that we need your support.To maintain the excavating near our pipelines.Our employees are familiar with our restrictions and requirements, g and construct �t�i'��•. •�i...1..;,! ,� �t •��' �•..}�': integrity of our pipeline system,we request your cooperation when you plan,design, and are trained and qualified to locate,mark,and stand by while you excavate across our 'E improvements around our easement. pipelines.We will support your approved project,so please help keep our pipeline safe. :.,_,,t •. r Y "� "� •+;,)3B= �'s�6o'�r ;AB:sf 80- -Fetiee 60':told o ¢ Safety ACTIVITIES / -- --- -- r ENCROACHMENT AC Pipillne Pipelines are the safest mode of energy transportation,and our pipeline system has one of the best •';;...Cn e!-:.mix::•F,rr. safety records a the industry.At Kinder Morgan,safety is a core value.It's our top priority.We Your development or planned activity may involve one of the following activities.Although this list is focus on the sofety of you,your neighbors,our employees,and all residents not complete,it summarizes the majority of activities that impact our easement and pipeline. FIGURE A:ALL ROADS,PARKING LOTS,DRIVEWAYS,AND HEAVY EQ MENT CROSSIN M ST MOVED PRIOR TO near our pipeline.Federal regulations outline the safe operation of our INSTALLATION.SEE SAMPLE BELOW. pipelines.We take these regulations seriously. / Please review the All roads and driveways must cross as close to 90 degrees as possible. list in detail and revise If our employees observe on unsafe activity occurring that would compromise {� your proposal accordingly. All roads and driveways must have at least 4 feet of cover in the bar ditch. pipeline integrity,then we will require the activity to stop.If we need support We use theseguidelines for all Parking lots must have at least 5 feet of cover from top of pipe. enforcing this requirement,the local police authorities will be contacted for activities within assistance. - our easement. Your plans must identify the required cover.Cover cannot exceed 9 feet from the top of the pipe. — - .�, FIGURE 7:LAYING PIPE. We request that you follow the guidelines in this booklet.Please contact us to discuss your planned I activities within our easement area.These activities ensure your safety and the safe operation of our t Heavy Equipment Crossing o t Pipeline Marker 8 ui ment can compromise our pipeline's pipelines: \ Pipeline Marker 8 0 i Test Lead Terminal Crossing the pipeline with heavy equipment e can review and approve them. i Test Lead Terminal safety.Depending on the equipment's size and type of tracks or wheels, • Send us your plans sow Toe of backs pipeline. • 811 call or online request)to notify your local one-call center / Toe of back B.i of slope or toe the weight load on the surface can place extra stress on the Contact ( r '� Utility Crossings of slope or toe with heavy Burin our design phase and request a joint meet with utilities in the area y t of firi slope of Test Lead Terminal � Contact our local office or notify 81 1 before crossing Y g y of rill slope of i bar ditch (Typical) of our project. All utilities require 12 inches of padding around any buried conduit. bar ditch i equipment.We will meet with you on site to determine the best crossing Y I / • Always notif our local one call center by contacting 811 at least two or Knowwharsbelow� vertical separation are required between all utilities and our pipeline. 1 ;;�,-., go location,taking into account soil stability and rock composition.Once we AI y Y Y r: lease do not cross elsewhere.We in days,as dictated by state low,before excavating to have jCall6efore you dig. At least 24 inches of v p `''� `""" �sr e'°••: determine a suitable crossing location,p three working Y, 60'Mtn. ;°' •' a-b `� lsl,:: �::•;Grade':��xi ' •: ice+`�, v "q will then require addition{ adding over the pipeline(or pipelines) FREE service. ssible.Parallel occupation within our easements is .�.., ;•... r:>•';fkga 'a►:vLLY:;gg' ;'-•'� �1 N •�`'1's g�: P our pipelines located and marked.This is a All crossings must be as close to 90 degrees as po P �r s..�^a•.• — extending e ,�,.•. _ :,-:,i ;.1•� .e:;.�,> _ __--_• : sir eline.This adding material • Follow our approval letter guidelines. "-� - xtend'ng at least 15 feet outside each pip P not allowed. """ Existing Pipegne • Respect our rights to maintain and operate our pipelines. Existing Pipeline - must be maintained throughout the job. A cathodic bond may be needed to maintain the integrity of our pipeline.Additional cathodic Note:All Permanent structures(hydrants,power poles,light poles,man The use of your property,where it is crossed by our easement,is subject to our granted easement rotection a ui ment will be at your expense. hoes.IJtlllly boxes,etc.)must be located outside the permanent easement. th rights.Certain uses within the easement area can conflict with the safe operation of our pipeline. P q P OVERHEAD VIEW Sail padding FIGURE S:TYPICAL PROFILE DATA FOR PROPOSED ROAD CROSSING AND PARKING LOT. /timber mat base Some activities are allowed,such as walk ng across,lawn mowing,and watering a Test holes are required to determine depth of cover at all proposed road and driveway crossings. _ ""'•, review activities with greater impact,including,but not limited to, They must be installed at your expense.Both the local one call center(81 1)and our office must be -` garden.We must ( __ r with heavy equipment,blasting,constructing roads or notified prior to any test-hole excavation.A Kinder Morgan representative will stand by when work ;�.,. : _ deep plowing,crossing Y _ occurs within the easement. t`iI I1- I l�S��Zo t A driveways,installing utilities,adding fences,landscaping,logging,mining,and �� I-' f'P grading activities.Before you undertake any development or encroachment activities,you must submit your plans for our review. .�•t •�. All roods,driveways,and parking lots may be required to be re-bedded at your expense.This will -�-,•••-• _ - be determined when we examine the existing back-fill material around the pipeline.This re-beddingAll plans for review must show our pipeline and easement.We encourage the will accommodate the new loads placed upon the pipeline by crossing vehicles. �'- roved plan to be recorded in the County Clerk's office. l 4 a p � If the pipeline design has to be adjusted to accommodate new crossing loads from cars and trucks,it PP - 3 -. '� 1 We will review your plans.Please allow two to four weeks for a complete review.If your plans are will be done at your expense. Pipeline" not approved,you will need to submit a revised plan. `" s �'-'-'"� `' °Y � 4q' _ Longitudinal excavation around the pipeline can only be done by a contractor who meets DOT �'''� `''''' ''`t� operator qualifications. After we have approved your development or encroachment activity,you must follow the guidelines ;s,.-•�• sN.;;; :� ' CROSS-SECTION VIEW contained in our approval letter,and respect our right to operate and maintain our pipelines. 247 vertical Separation and include Gas monitoring test stations used to check for the presence of natural gas will be required when John G. Some encroachme nt activities not normally allowed may be considered under special circumstances. 90 degree crossing requirement I parking lots are constructed over the pipelines and the parking facility is adjacent to a building. Soil padding to be extended 15 ft.min. ment will be signed by all parties. from outside edge of piper (FIGURE s:DOT-APPaovED PIPELINE MARKERS,CATHODIC PROTECTION BONDS,AND These test stations and the subsurface design may be at your expense,depending on the specific lens S)With If approved by Kinder Morgan,then on Encroachment Agree POTENTIAL LEADS ARE AT ALL CROSSINGS AND TERMINATE AT ABOVEGROUND LOCATIONS. Ion in your easement agreement. 4 it minimum cover from existing Scarlato Jr. Our approval of your plan will be based upon our ability to safely maintain and operate our ground surface. New DOT Standard surface markers must be installed for all of your utility crossings.We must pipelines.For example,we must be able to respond quickly in an emergency.For us to be able to Structures access our easement,it must be free and clear of obstructions and woody vegetation. clearly know—without guessing—where your utilities cross in case excavation of our pipeline Is * ,,.,� ��� ` =`'�'"` Architect necessary. No permanent structures are allowed within the easement,including,but not limited to,sheds, We also examine plans to add fill over the pipeline,and we will not allow any cover to be \ allowed within the easement.Utilities and must cross as close garages,pools,septic systems,above-ground utility connections,wells,retaining walls,fire hydrants, Pipeline® Timber mats removed.No structures will be a l d fencinglight poles,driveway columns,wing walls,headwalls,spillways,retention ponds,and stormwater and of natural grade 33 Byram Hill Road to 90 degrees as possible.See pag_e 8 for more details regarding the installation of fencing. water management infrastructure. Armonk,NY 1050 We will mark our pipeline and easement edge prior to your planned i Install 4 ft minimum of fli I over existing ground surface• construction activities.You or your contractor will be required to establish a We will mark parameters of the easement to ensure that nothing is placed in the easement.Feel Phone:(914)273-7350 a _ _ - free to call our office to find out the specific easement width as it crosses your property. *Bridge to remairi in place until ttie completion of boundary with fencing or markers separating the approved work area from e � �gR�,�,. _ JGSCARLATO@GMAIL.COM 1L f •- construction. app be allowed unt roved our easement area. ,�� - ,,,,. ,.- •No crossing of facilities will il -timed �„ ;,;T by company personnel. Our easements include markers that identify the presence of our pipeline.All �� •. �, ,. ,�; ' ed for timber mats. '-r.., ���=' l• •Steel plates may be substitut S C H WARTZ RESIDENCE markers include a 24-hour emergency contact number. FIGURE S.-REQUIREMENTS FOR HEAVY EQUIPMENT CROSSING A PIPELINE. 35 M EAD O V Y I-rAR K ROAD These markers let you know how to get - touch with us and remind third-party " M� ` into �'� -*�-Y.-' RYE BROOK N.Y. 10573 markers are _ "..�}•:st,;�,:�,��.���°,• ' t contractors to contact us prior to digging.These m t agNr - :.•-"'� ^f'����'=':' �/ only a general representation of the location of our pipeline o•,�! i (or multiple pipelines).They cannot be used to identify the �!1 co;�t prior approval required: - exact location of the buried pipeline.Our markers must be •na= Must remain outside easement: Allowed within easement,p i --- •Driveways and roads ADDITION AND INTERIOR n the corridor.Contact 81 1 to identify the exact :►_"�'°"' :-= Al Structures visible along - •Fence location of our buried pipeline.To discuss your plans contact •Ponds ALTERATIONS AND ptic Systems -Utilities •Se us at 800-276-9927. •Drain Tiles RENOVATIONS We regularly monitor our pipeline easement for third-party damage and unauthorized excavation •Trees and Shrubs activity by aerial surveillance with the use of helicopters or airplanes. FIGURE 3:EASEMENT ILLUSTRATION. Unauthorized excavation activities can compromise the integrity of our pipeline.Your communication Electric crossings,except low voltage ones used for residential services,must be encased in non- and cooperation will enable us to work with you while maintaining the safety of our pipeline system. metallic conduit.The conduit must be covered with at least 3 Inches of red colored concrete or red FIGURE 61 RIGHT-0E-WAY PHOTOGRAPH. d on the marking tape and be at least 36 inches wide center I ne rieht of wayach !At.ll buried conduoth the lctorcrossings a' Drain Tiles concrete must extend across the full limits of the pipe g GAS LINE EAS M E NT NOTES shall be clearly and permanently marked with signs showing the location of the buried conductor. All drain tiles must cross as close to 90 degrees as possible.We will not allow parallel drain tiles * Easements and Right of Way within the easement area.All drain tiles must maintain at least 24 inches of vertical separation Landscaping between any crossing and the pipeline. operate our Our Easement gree d I'ke to discuss he terms of the Agreements cover our rights to maintain and ement,then n p etaselcall our Right of Way property.If you * Erosion Agent,who can be contacted through the Kinder Morgan office. Landscaping can directly impact our pipelines'safety,a le restrict most n.Growthlandscapi o in the -•- easement.Roots can damage pipeline coating,which can lead to corrosion.Growth obstructs our DRAWING NO. h as easement width,or have questions regarding the All soil erosion must be stabilized immediately. � 1L0 If you would like to discuss the tennis,such ability to monitor for leaks,erosion,and third-party activities.Plants can also restrict our ability to please call our local Right of Way Agent,who can be contacted through the respond in an emergency. and Timber Harvesting i30A1f1�>�O� Agreements,then pie Logging Kinder Morgan office. will be allowed within the easement. osed work plan.We O No trees c" ability to access our easement. We will meet on site will your skidding or timber forward ng is allowed parallel to or within the k1 We must have open and clear visibility with the unobstructed Y will mark the easement limits. P=3' Ara ed to consider the easement area as green space,parks, else crossing must be approved and bridged with encourage contactln 81 1 two or three days prior to easement.Only crossings perpendicular to the easement are allowed.No staging areas or landings ° Developers and landowners are 9 b Remember,you must notify your local one call center by g are allowed within the easement.The actual pip �g��Ba,1 hike and bike trails,horse trails,and other low impact recreational uses.Written approval, Y •• ��OF N� on proposed improvements over and within the easement area_— any excavation,as dictated by state law. approved material.The bridge must be maintained throughout the job.Finally,all soils on the Kinder Morgan is required fory p p _ prevent erosion. — easement must be stabilized and re seeded to Burning WHAT WE EXPECT OF YOU Please do not burn within the easement area.If you need to discuss this further,contact your local KINDIER�MORGAN As we've stressed throughout this booklet,safety is our top priority.To ensure your safety,we strive office. to keepour pipelines safe.Please respect our rights too operate our pipelines safe) B planning p P P 9 p P P Y• Y P g For more information about Kinder Morgan,Inc.visit our website at www.kindermoraan.com, your project according to the guidelines in this booklet,you can minimize impact to our pipeline.We contact us via http•//PA-InfoReciuest.KinderMoraan.com or call 800-276-9927. Overhead Lines will strive to work with you throughout the process.Please remember to follow these guidelines: All new poles must be located off the easement at least 15 feet from the pipeline and not between . Always Bali our local one call center b contacting 81 1 at Kinder Morgan,Inc.reserves the right to periodically update,amend,revise,and make changes to multiple pipe-lines.At least 25 feet of clearance is required from the top of the ground to the y Y Y g ' the guidelines and terms identified within this publication. p p'p least two or three days before excavation,as dictated by state overhead crossing.No guy-wire,appurtenances,aboveground cable towers or telephone cabinets law are allowed within the easement. • Notify us prior to any work on the easement. h • Please allow us to review your project plans,and wait for our a Blasting approval letter before starting work. Blasting can profoundly impact our pipelines.Please forward any proposed blasting activities • Return the signed approval letter in a timely fashion. within 1000 feet of our pipeline,allowing two weeks for review and approval.If the blasting will • Throughout your project,adhere to the guidelines included in r' ,_.; ;;• KINDER MORGAN P P your approval letter. occur within 100 feet,you will be required to hire a blasting inspector with seismograph • Contact us if you see suspicious activity along our right of way or Z s Delivering Energy.improving Lives. equipment on site during your blasting activities.The inspector will confirm that your blasting plan is at our valve stations. 3;;t1� ;a3 being followed and that proper seismic readings are being taken and meet our standards and • Contact us if you notice exposed pipe or a large washout. { r�NA���"'1 Tennessee Contact Sheet your approved blasting plan.All blasting must be done by licensed blasting contractors who Y P P P 9 1•'�•�•• '• conform to all state and local regulations.A Certificate of Insurance,Blasting Indemnificationb'�� "Dmuils� v?y "�°y ,F�sr-'1P6o�m�{:', Agreement and Emergency plan will be required. WHAT YOU CAN EXPECT FROM USA::,. i�frj7p � ► � .� �..� � Yaniga,Colin Land and Right of Colin Yaniga@kindcnnorgan.com (607)259-7625 Seismic activity must be approved within 300 feet of the pipeline.Please submit a seismic plan for We will respond to your requests and review your plans in a timely manner.We will provide clear, Way our review and approval, concise guidance that will ensure your project meets our safety standards. Wood,David PM/Engineering KMrncroachmcnlsNorth@kindcrmorgan.com (860)763-6005 Vibrator activity must be approved within 300 feet of the pipeline.Please submit a plan covering Communication and cooperation are vital.When you work with us,we promise to do our part to Werner,David Damage Prevention David Wemer@kindennorgan.com (724)841-6061 all vibrator activities within 300 feet of the pipeline. ensure the safety of you,your family,and your community. Kovaleski,David Operations David Kovaleski@kindennorgan.com (570)222-3153 ext.40290 Excavation Activity PIPELINE SAFETY Excavation damage is one of the leading causes of Please help keep your community safe by calling the local emergency services at 911 if you see any damage to buried pipelines.That's why we provide unusual conditions or abnormal activity around the pipelines. the following specific excavation guidelines to help protect you and our pipelines. Recognize Pipeline Markers Before Excavating,if necessary,Kinder Morgan's on- r' Pipeline markers display information about what type of product each pipeline transports and the KINDER MORGAN site personnel will consult with our Engineering name/contact information for the pipeline operator.You can view examples of our pipeline markers Department or Pipeline Services group to determine at www.kindermorgan.com/public_awareness Delivering Energy.Improving Lives. the length of pipe that may be safely excavated. A qualified representative from Kinder Morgan must be on site whenever an excavation is "' Pipeline Location Information October 8,2024 underway or equipment is being used within 25 feet of our pipeline or as determined by Kinder Morgan personnel and procedures. To view maps of transmission pipelines in your area,visit the National Pipeline Mapping System at httas•/Iwww.nams.phmso.dat.ciov/. Scott Schwartz Before any excavation can take place within State defined distances or offsets,the pipeline must 35 Meadowlark Road be positively located,under Kinder Morgan supervision,using methods such as hydrovac,hand Dig Safely Rye,New York 10573 digging or pot-holing. Reduce the potential for pipeline damage during excavation or construction by following these Re: Conditional Approval Letter—Proposed Work All Mechanical Excavation must remain outside of the Tolerance Zone.The Tolerance Zone is a simple steps: 35 Meadowlark Road defined distance from the pipeline.You will need to refer to your State's One Call/Dig Safe Laws • Notify 811(call or online request)to contact your One Call Center before Rye,New York 10573 _to determine the Tolerance Zone.They do vary from State to State.Tolerances Zones remain in digging or excavating. • Wait for the site to be marked by a pipeline representative. Dear Mr.Schwartz, place even after the pipeline has been exposed. (This is a free service.) 4AIn response to the plans received on 9/4/2024,and attached hereto,Tennessee Gas Pipeline • Respect all pipeline markers. Company,L.L.C.("Tennessee"),has reviewed the plans and concluded there is minimal impact to After a pipeline has been exposed,you can continue to use machine excavation as defined by local • Follow agreed excavation plan between you and Kinder Morgan. Knowwtimbelaw, Tennessee facilities.Therefore,Tennessee grants approval of the proposed encroachment(s)and activities Kinder Morgan representative,with the assistance of an observer.The pipeline should remain • If changes are required contact Kinder Morgan before you continue work. 8TIbetomyou411g. referenced in the preliminary design plans associated with above noted work provided fire following stipulations are adhered to:for an activity within twenty-five I�fjV r-CJj'C� .7Lp6(��it2t''I IT I I�S/ZO 2-4 exposed and clearly visible to the observer at all times during machine excavation. • Dig with care. P y y ry-five feet(25')of lire Tennessee easement f ("Easement")area. For excavations near a buried pipeline,as State regulations dictate,you must ensure the hoe bucket Signs of a Pipeline Leak teeth are barred and that side cutters are removed or that you're using approved paddle/flared • Receipt of revised plan(s)which correctly depicts Tennessee's seventy-five foot(75')easement teeth.If soil conditions require the removal of the bar or the use of the side cutters for excavation, The following signs are indications of a possible pipeline leak: across the property in question• you'll need to make a request in writing to your Kinder Morgan representative,outlining the • Fully executed Encroachment Agreement which will cover the proposed"new"Encroachment(s), locations for the exception,and the reasons the equipment is needed.Excavations Involving removal • Brown or discolored vegetation amid healthy plants as well as any and all existing Encroachments. • Dirt being blown into the air • Adherence to New York 81 1 guidelines. of the bar or the use of side cutters should be done with an observer and under the direct • Colorful sheens on water surfaces • Landowner shall provide Tennessee notification at least seven(7)days prior to any activity within supervision of the onsite Kinder Morgan representative or their designee. • Fire at or below ground level twenty-five feet(25')of the Tennessee easement("Easement")area.Landowner,Developer, You will need to provide adequate support or protection for all exposed pipelines as determined • Stains or pools of hydrocarbons not usually present in the right-of-way Contractor and/or Subcontractor must call Tennessee's Mr.David Werner at 724-841-6061.Fie by Kinder Morgan's on site representative. • Bubbles coming from bodies of water will have someone standby when work is occurring on or near the easement areas and discuss your • Aloud roar of hissing sound time frame for construction activities so we can be on site as work progresses. If during excavation consulflowat i fill is discovered,work should el stopped.Kinder aging h s site . Distinctive petroleum type odors,the smell of mercapton,Sulfur(e.g.rotten eggs or Tennessee greatly appreciates your time,and attention to this matter,and please do not hesitate to -John G. representatives will consult with our Engineering group to develop a plan for managing the situation garlic-like),or a mild fragrant odor(Ethanol) contact me at(607)259-7625,or by e-mail at Colin yaniga(@kindennor an.com should any questions arise. to minimize any damage to Kinder Morgan's pipelines. • A dense white cloud or fog If the excavation requires entrance Into a confined space,you must follow the OSHA standards. • Frozen ground near the pipelines Scarlato Jr. If the excavation requires the use of ladders or other temporary structures for ingress and egress, Not all signs need to be present to indicate a leak Yours Sincerely, you must follow the OSHA standards. - Architect •i: 4' Act Immediately If You Suspect a Leak (�sz If the Unexpected Occurs Take the following actions immediately If you suspect a pipeline leak: 33 Byram Hill Road If damage occurs to a pipeline,we will immediately notify our Operations Supervisor or Area Manager.If the damage results in the escape of an flammable,toxic,or corrosive as or liquid • Leave the area immediately in an upwind direction and warn others to stay away. Colin Yaniga Armonk, 0504 g g p y g q Land and Right of Way that could endanger life or property,call 911 immediately.If the damage involves a pipeline not • Do NOT light a match,start an engine,use a telephone or cell phone or turn on/off any Kinder Morgan,Inc. owned by Kinder Morgan,the owner or operator of the pipeline and the state one call center should electrical appliances,and avoid potential ignition sources which may cause an explosion or PI10IR T 4)2 IVIAI LJO JGSCARLATO@GMA1 L.COM also be notified. fire. __• • e potential leak use a telephone or cell phone to Once you are a safe distance away from th - '�` Mining Activity call 911 and Kinder Morgan. • SCHUVARTZ RESIDENCE All mining activity must be reviewed and approved so we can ensure the lateral support of the soil Do NOT drive into an area where you suspect a leak,and do not touch or operate pipeline valves. 35 M EAD OW DARK ROAD adjacent to the pipeline.Mining activity is not allowed within the easement area. • Avoid making contact with escaping liquids or vapors as potential hazards may include eye, skin and respiratory irritation and the product may be highly flammable. RYE BROOK, N.Y. 10573 ADDITION AND INTERIOR ALTERATIONS AND RENOVATIONS BURIED NATU 1 I N iLE — I1'��" GAS L1 E EAS M E NT N OTES oQ NS x N R• - f,N,oao nod G:Er+111i PETROLEUM,. QOw.>I�PfNPLVN6 �•",rfi1V1{•ry-•,l W'7 _ r4V. �B"�r['•- KINDERJUOROAN q�3`m ,,,plfpArE •J,i fan VliORMAnONTOLLMEE DRAWING NO. G CAfl1�� CL ;IL-2 N fq�ABa@a', WARNING: General notes: INTERCONNECTEDTHESE DOCUMENTS ARE NOT I. THIS PROJECT IS SHALL CONFORM TO THE INDIVIDUAL CLASSIFICATION OF WORK AS DEFINED 9.All STRUCTURAL STEEL SHALL BE NEW,CLEAN AND STRAIGHT AND SHALL CONFORM TO THE VALID UNLESS SEALED AND IN THE 2020 EXISTING BUILDING CODE OF NEW YORK STATE CHAPTER 6IDENTIFIED BELOW. LATEST EDITION FOR A.S.T.M.DESIGNATION A-36 OR A-SOD FOR ALL'TS"SECTIONS.ALL SMOKE STRUCTURAL STEEL WORK SHAII COMPLY WITH SPECIREEL O R FOR THE DESIGN, SIGNED IN INK,NO SCANS, FABRICATION AND CONSTRUCTION AT STRUCTURAL STEEL FOR BUILDING OF THE AMERICAN REPRODUCTIONS OR COPIES All WORK SHALL ALSO CONFORM 10 THE 2020 BUILDING CODE.RESIDENTIAL CODE. INSTITUTE OF STEEL CONSTRUCTION LATEST EDITION.PROVIDE STTFFENERANGLES OR PLATES FIRE CODE.ENERGY CONSERVATION CONSTRUCTION CODE,MECHANICAL CODE. UNDER ALL POSTS.COLUMNS OR STRUTS THAT ARE CARRIED BY STEEL BEAMS AND IN THE rARE AUTHORIZED BY WITHOUT FUEL GAS CODE.AND PROPERTY MAINTENANCE CODES OF NEW YORK STATE AS APPLICABLE. WEB OF BEAMS CANTILEVERED OVER COLUMNS OR BEAMS SUPPORTING HANGERS.UNLESS bLQREQAS PER INFORMATION FOR PLOT PLAN TAKEN OTHERWISE SHOWN OR SPECIFIED PROVIDE 6x8xY2 BEARING ON CONCRETE MASONRY IF ANY. FROM SURVEY OF PROPERTY BY: WRITTEN AUTHORIZATION OF 2•CONTRACTOR SHALL PROTECT&BRACE ALL WORK FROM DAMAGE DURING CONSTRUCTION. JOHN G.SCARLATO JR., 3.ALL WORK TO BE PLUMB&TRUE,ALL PLUMBING WORK TO BE IN COMPLIANCE WITH NYS 10.HEADERS i0 BE(3)2'X 10 IN 2X6 WALLS OR(2)7'X 1C'IN 2X4 WALLS UNLESS OTHERWISE NOTED. R�� BUILDING LALSO LAND SURVEYING PLLC PLUMBING CODE.ALL ELECTRICAL WORK TO BE IN COMPLIANCE WITH N.F.C..ALL HVAC 11.INSULATION IN FLOORS,WALLS AND CEILINGS TO BE A COMBINATION OF FIBERGLASS BAT,CODE 172-24 93RD AVENUE ARCHITECT. WORK TO BE IN COMPLIANCE WITH ASHRAE STANDARDS,LATEST EDITION.ALL CONTRACTORS AND CONTINUOUS RIGID,OR SPRAY FOAM OR CELULOUS INSULATION TYPES TO CONFORM TO �� SUB-CONTRACTORS SHALL BE LICENSED AND INSURED.ALL PLUMBERS AND ELECTRICIANS ARE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE CHAPTER 4. JAMAICA, N.Y. 11433 FURTHERMORE; RESPONSIBLE FOR ANY ADDITIONAL PERMITS.APPROVALS AND INSPECTIONS THEIR PARTICULAR WESTCHESTER COUNTY IS CLIMATE ZONE 4A. (718)206-2814 IT IS A VIOLATION OF NEW YORK TRADE MAY REQUIRE 12.ALL FOOTINGS TO BE A MINIMUM OF 3'-6"BELOW GRADE.OR LOCAL FROST OEPTHAS SPECIFIEDBY IQOSTATE LAW FOR ANY PERSON, 4 LUMBER MATERIALS USED IN THE BUILDING SHALL BE GOOD,SOUND,DRY FREE FROM ROT, THE ARCHITECT.UNDERPIN WHEN NECESSARY. J DATED:4-1-20 LARGE AND LOSE KNOTS.SHAKES AND OTHER IMPERFECTIONS WHEREBY THE STRENGTH O UNLESS ACTING UNDER THE MAY BE IMPAIRED.ALL NEW LUMBER SHALL CONFORM TO 2020 NEW YORK STATE BUILDING CODE 13.HOUSE TO CONFORM TO ANY LOCAL SUPPLEMENTAL CODE. ALTERED CHAPTER 23.FASTENING SHALL CONFORM TO 2020 NYSBC TABLE 2304.10.1 ALTE RED BY:G.SCARLATO JR.ARCHITECT DIRECTION OF A LICENSED ALL LUMBER SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN WOOD COUNCILS 14.PROVIDE BLOCKING AS REQUIRED TO BEARING POSTS ONTO GIRDER OR BEAM CONDITIONS ARCHITECT TO ALTER IN ANY NATIONAL DESIGN SPECIFICATIONS FOR BENDING STRESS AND DEFLECTION,AND 2020 NYSBC 23D6. AND VERIFY ALL BEARING TO FOOTING. , ON 7/17/24 ALL WORKMANSHIP INCLUDING BLOCKING.MILLING.BRIDGING.ECT.SHALL CONFORM 10 THE 2020 WAY THESE SEALED AND NYSBC AND OR 202D NYSRBC.PROVIDE LEDGER.BLOCKING.NAILERS AND ROUGH FRAMINGNATURAL CROWN UP. 15.TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT THESE PLANS AND TO INCLUDE(BUT NOT LIMITED TO): ROHARD DE RDOUBE AS LE RAFTERS AND HEADERS AROUNEQUIRED.ALLBEAMS,JOISTS D ALLTROO SKYLIGHTS UNLESS OTHERWISE NOTED.ERS TO BE SET WITHSPECIFICATIONS ARE IN COMPLIANCE WITH 2O20 N.Y.S.ENERGY CONSERVATION CONSTRUCTION CODE *FRONT,RIGHT SIDE,LEFT SIDE AND SIGNED DOCUMENTS WITHOUT ALL LUMBER SHALL BEAR VISIBLE GRADE STAMP.ALL STRUCTURAL LUMBER INCLUDING BUT NOT 16.ALL DECK RAILS AND STAIR HANDRAILS SHALL CONFORM TO THE 2020 N.Y.S.BUILDING CODE REAR SETBACK LINES IN DASHED THE EXPRESS AND LIMITED TO 1Ji,TGI.&LVL BEAMS OR EQUIVALENT SHALL BE INSTALLED PER DRAWINGS AND SECTIONS 1014 HANDRAILS AND 1014 GUARDS. MANUFACTURERS SPECIFICATIONS.ALL HANDLING AND INSTALLATION PROCEDURES MUST BE TRIANGULAR SHAPE. CONDITIONED PERM ISS ION OF SUPPLIED BY THE MANUFACTURER AND SHALL BE FOLLOWED.TJI JOISTS AND LVL BEAMS SHALL 17.ALL ROOF FRAMING SYSTEMS SHALL BE INSTALLED WITH HIGH WIND CONNECTORS(HURRICANE NTuM *DIMENSIONS TO SAID SETBACK LINES IN NOT BE ALLOWED TO GET WET AT ANY TIME. TIES)IN COMPLIANCE WITH 2O20 N.Y.S.BUILDING CODE FEET FORMAT(x S.B.). THE ARCHITECT. i 5.WITH USE OF ANY TRUSS TYPE.PRE-ENGINEERED OR TIMBER CONSTRUCTION A SIGN WILL BE 18.ALL POSTS TO FOUNDATION FOR THE PURPOSE OF SUPPORTING THE ROOF OR OTHER STRUCTURAL *ESTIMATED PROPOSED NEW SETBACKS PLACED AT OR ADJACENT TO THE ELECTRIC METER WITH SPECI1CATIONS PROVIDED BY THE ELEMENTS SHALL BLOCKING AS SPECIFIED BY THE ARCHITECT OR A NOMINAL DIMENSION OF 4X4 AS DELINEATED TO AREAS OF PROPOSED r, SEAL: ARCHITECT. FROM STRUCTURAL ELEMENT TO BE SUPPORTED CONTINUOUSLY TO A SOLID MASONRY NEW CONSTRUCTION(IF APPLICABLE)IN FOUNDATION THAT EXTENDS BELOW REQUIRED FROST DEPTH AND RESTS ON A FOOTING OF PERMIT - 6.ALL CONCRETE WORK.DETAILS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE TYPICAL CONSTRUCTION. f -b s FEET AND INCHES FORMAT(x'-X"). WiTH THE PROVISIONS OF ACI 318 AND ACI 332 OR PCA 100,AND THE 2020 NEW YORK STATE ��o *RECTANGULAR HATCHED AREA(S) RESIDENTIAL CODE CHAPTER B.ALL CONCRETE SHALL BE TYPE-i.3000 PSI COMPRESSIVE 19.ALL SIMPSON STRONG TIE CONNECTORS AND ANCHORS ARE DESIGNED WITH SPECIFIC LOADS AND AND SECURELY TiED IN PLACE SO AS iO PREVENT D SPLACEMENT DURING CONCRETING. CAPACITIES.SUBSTITUTIONS OF THESE HANGERS FOR DIFFERENT MODEL NUMBERS THAN c OJT LABELED"PROPOSED(-)STORY STRENGTH AT 28 DAYS.REINFORCING BARS TO CONFORM TO 202D NYS BUILDING SPECIFIED BY THE ARCHITECT OR ENGINEER IS FORBIDDEN WITHOUT VERIFYING THE REPLACEMENT S� 7, �j_ O ADDITION". CODE SECTION 1905 MODIFICATIONS TO ACI 318. PART WITH THE DESIGN PROFESSIONAL. T �O q *DEPICTION OF NEW STAIRS,PLATFORMS, sU.00.4 ''��� REINFORCING SHALL BE ACCURATELY INSTALLED TO REQUIRED PRIOR STARTING WORK. ALTERATION-LEVEL 2 LPo DECKS,WALKS AND MISC.AS REQUIRED, 7.CONTRACTORS CI VERIFY ALL CONDITIONS AND DIMENSIONS TO ST G 0 804 t SCOPE.LEVEL 3 ALTERATIONS APPLY WHERE THE WORK AREA DATE YARD }-� O ALL LABELED AS PROPOSED. , ANY DISCREPANCIES ARE E BE REPORTED TO ARCHITECT.ALL WRITTEN DIMENSIONS ON EXCEEDS 50 PERCENT OF THE BUILDING AREA TE AP O� �Vry >A1 w �s * p THE DRAWINGS SHALL TAKE PRECEDENCE OVER ANY SCALED DIMENSIONS. 804.2 APPLICATION.LEVEL 3 ALTERATIONS SHALL COMPLY WITH THE ` �� REMOVAL OF EXISTING FEATURES SUCH j PROVISIONS OF CHAPTERS 7 AND 8 FOR LEVEL t AND 2 ALTERATIONS. -34�> Fp AS WALKS AND DRIVEWAYS TO BE 8.ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN SOIL HAVING A MINIMUM SAFE BEARING RESPECTIVELY.AS WELL AS THE PROVISIONS OF CHAPTER 9. DEMOLISHED. CAPACITY OF 2 TONS PER SQ.FT.BRACE RETAINING WALLS OR FOUNDATION WALLS AS SECTION 605 • 'P REQUIRED.BACKFILL WITH APPROVED MATERIAL.BACKFILLING UNDER SLABS.AROUND PIERS AND ON EACH SIDE OF FOUNDATION WALLS SHALL BE DONE IN LAYERS NOT TO EXCEED ADDITIONS 9� LTGf 1. THIS PLOT PLAN IS NOT A PROPERTY �� �� 10 INCHES.COMPACTION SHALL BE 95%OF MAXIMUM DENSITY AT OPTIMUM MOISTURE 6061 SCOPE PROVISIONS FOR ADDITIONS SHALL APPLY WHERE WORK REMOVE EXISTING YARD aL CONTENT.EXCAVATION MUST BE FREE OF WATER WHILE FOUNDATION WORK IS IN PROGRESS. IS CLASSIFIED AS AN ADDITION AS DEFINED IN CHAPTER 2 \ CONCRETEBORDER P SURVEY.ONLY A SURVEY CONTAINING 6 VILDING DNS PECTO R, •/age f e Brook,NY AND CRUSHED STONE ;.ZZ�, THE INK OR EMBOSSED SEAL OF A ___ __ TRUCKS.BULLDOZERS OR OTHER HEAVY EQUIPMENT SHALL BE OPERATED WITH CAUTION AND 608.2 APPLICATION.ADDITIONS TO EXISTING BUILDINGS SHALL COMPLY �P TIO ��" IN SUCH A MANNER AS TO CAUSE NO DAMAGE TO FOUNDATION SYSTEMS. WITH THE PROVISIONS OF CHAPTER t1. e 41xw(. LICENSED LAND SURVEYOR IS A VALID \\ ExIST lut; �Qm LEGAL DOCUMENT. THIS PLOT PLAN IS JOHN G. SCARLATO JR. FOR DEMONSTRATION OF ZONING T00 �� 1 COMPLIANCE AND LOCATION OF ARCHITECT ZVI �^�" yQGO�� PROPOSED WORK ONLY. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FOR RESIDENTIAL DiSTRCTS ' I I ,'OOP O��TI �. 6. ','���I G!?OUJI7 ww 5PEEn f 1 LI/1-W1, ,:%1,,!Ui VkA11•t",,05fLIW TEp:W(E PL'OitCil WW1E9 IL D/��K F100f� AK ring AIL&ANTS YARD i9e ! � .on �' "J CLIIMTE ZOVE 5W W LON7 ) KE17 EFFECT5 REGION VE V15 ZOO LAfAGOL'Y fH 1TOLIT;El7 17G51GN 1E/1P.IR`17EB-AYNINf NAZ •N0 INDEX fE C FB?M hMP 9-28-01 ' !! 40(Maa) !IOF5F 119/120 NO 11'v NO a 5EVEM 42" W5 15 rcQ'n 3611 C 500 52.2 1 O/� '� � I I � I�•p� I' YARD NEW CURB AT OLD DRIVEWAY CURB CUT HARDWIRED I I I I I I I `NEW STONE RETAINING/RACE INTERCONNECTED 0 +1F 2•VISf'i�P A 11 OVE dbD ASPHALT DRIVEWAY AND RETURN TOSS- I� I0`16 I Z 4 rLC� k �Ar fLT f. = T �\ ; - --- - SMOKE DETECTORS �.. 8/7 Z4 nj YARD \ SILI? �\ REQUIRED AS PER t / N f4146 \ F N� ,� 7/25/24 155UEI7 FOR ZONING NYS BUILDING CODE 1� i \\ L9 1 LOCATION OF 24•pp GqS TEN 2 Ili°°tic - - -- -- ESSEE TRANSMISSION LINE0 YARD 9F� ' _,----�, O�\°� < 7� �v 75'WIDE EASEMENT j� °o �� q< , c EMENT �, QUILT/FINAL SURVEY Gs L �� RYE BROOK ZONING COMPARISON CHART c� Ra N tiF YARD QUIRED PRIOR TO INAL INSPECTION ' wy RG ADDRESS: 35 MEADOWLARK ROAD SECTION: 129.84 BLOCK: 1 LOT: 5 ZONE: R-2 9RFq eFR �� : ZONING REGULATION REQUIRED/ALLOWED EXISTING PROPOSED John G. CURB LOT SIZE(ACREAGE/SQ.FT.) 20000 27900 27900 6.3'5OUTH N 85°1 115011 285.38' GROSS FLOOR AREA(F.A.R.) 4702 1792 4360 Scarlato Jr. MINIMUM FRONTAGE(FT.) 100 252.48 252.49 Architect .A HORIZONTAL CIRCLE DIAMETER(FT.) 100 142t 142t YARD 33 Byram Hill Road FRONT YARD SETBACK(FT.) 40 44.2 '30.3 Armonk,NY 10504 NOW 0R FORMERLY LANDS OF ROAKEL L1NDR i ONE SIDE YARD SETBACK(FT.) 15 14.8 '14.8 Phone:(914)273-7350 TOTAL TWO SIDE YARD SETBACK(FT.) 40 NIA N/A JGSCARLATO@GMAIL.COM 1 TH AS PER COUNTY CLERK MAP No,13334 REAR SETBACK(FT.) 40 73.2 N/C bo MAXIMUM BUILDING HEIGHT(STORIES/FTJ 2/30 2/18.5 2/27.5 S C H WARTZ RESIDENCE 00 HEIGHT SETBACK RATIO FRONT/R.SIDE/L.SIDE 0.6/1.6/1.6 0.34/1.15/0.1 0.58/1.54/0.15 35 MEADOWLARK ROAD MAXIMUM LOT COVERAGE MAIN BUILDING 14%(3906) 6.6%(1829) 9.7%(2706) RYE BROOK N.Y. 10573 POSTS MAXIMUM LOT COVERAGE DECK 4%(1116) 0% a 1 SUPPORT NET r SECTION 6 n I Posr 2 MAXIMUM LOT COVERAGE ACCESSORY BUILDING 3.5%(976) 0% 0% FILTERTOP VEINFA9RIC SECTION �, MAXIMUM IMPERVIOUS LOT COVERAGE 8456 5186 4195 ADDITION AND INTERIOR Flovr O �� \w MAXIMUM IMPERVIOUS FRONT YARD 30%(2781) 4.8°k(1338) 4.2%(1161) ALTERATIONS AND BACKFlLL COUW E /� Q Z 'y NOTES: ��o. RENOVATIONS �� FRONT YARD AREA:9272 SO FT(@ MEADOWLARK 40'S.B.) I SECTION 8 `� \ °" 1 ES ,. N SECTION A /1 01 NATIVE soil C .,�n � EXTERIOR ELEVATIONS R s� �Ty PLOT PLAN poD ••N. Auo,,,L° '°y'0G `Lam" ,s„[ sf TOE-IN METHOD JOINING SECTIONS OF FENCING Wft A PER�tAh� T _� _ L $ / A,u Co ZONING CHART CATION.S T ... �,�"IFI I of ,� � �--�,�", y I�� .,,� GENERAL NOTES � ° � INSTALLATION NOTES ''•- off° J . 1.EXCAVATE A 4 INCH X 4 INCH TRENCH ALONG THE PROPOSED FENCE ALIGNMENT. on"°c n.TTcR r Pcn I C.C.I T-p•MCgM j 1-4 LAW/'' 2 UNROLL A SECTION AT A TINE AND POSITION THE POSTS ACAINSi THE BACK(DOtSNSTAEAM) � v,�r...°. WFT w"+-L� ��j�d� DRAWING N0. R�cH WALL OF THE TRENCH(NET SIDE AWAY FROM DIRECTION OF FLbw). ( `^r(W�•� 7( , ur !� N. C7v 3/ a DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS APPROXIMATELY 2 INCHES ` FROM THE TRENCH BOTTOM. �F�� � ��.•. OCT � 2024 �'g� '�V� L L 4.LAY THE TOE-N FLAP OF FABR C ONTO THE UNDISTURBED BOTTOM OF THE TRENCH. ���v` Tr[a/ O BACOTLL THE TRENCH AND TAMP THE SOIL PRIOR ^ a w . _ 5.J�N sECT10H5 AS SHOWN ABOVE ' �p �� 6 CONTRIBUTNG AREA SLOPE LENGTH SHALL BE LIMITED TO U;NGTHS ON N.Y.S.GUIDELINES. °n o `�' �U�..��` E 1"5 -�� �•�A N �r -ti' ,:!�/rrti�rt AS RE j{{�� / E BROOK °A°C M,AIC°TYP 14- �<%Y.� I�� ``'4,�~ ��r'� - P SILT FENCE .a,W.LL° �� ' ._- ) 01� Mom_ �. B U I LD I�!G O L_FART Ni L_ � a� ` NOT TO SCALE 9 roNE w��� -i Snow 5fory AwIf1014 NEW Elva ONE 5110py Galan MWON I J L PEW NON-51VIX UA �I GAME W11iEAVE5 APPLIEn fo wALL l I 12 I 1+I i 111..1. Iff ll� ARCHfEcnpA Roof P2E►�r A �INa Es �sNEly r-F.OM EAvi;s 24" CLPa _ I oEvo;•ro INIEr�oR WALL vElav FFFNrwN.uMUNUMarrER_ - f_-._-_._..__ __-•---.._._.__._..-�D -•----- .-_.._._._.._.__ ... _ �� NJl7LEN7EPpP'ES -Ib _.._---- - - ---- - -........ - wwC0MP05IM l 11 if U. - <2> WI4 5 ---_ (2E> w5514 y -_--_----------------------- v FLANK AO 5l1JC 55 _............_ Qs -- --- MAX-Fins 40 YEAR - I 1 _ --- ----------- -- ww RWE FL/.a A"Z fECiLKAL ROOF ~LIl _ - I_ - ---- - came 00M V z J I IL ---- — SwNa.Es !l(+lI.I� I: - _Il --- Z-S1n�N6--���� ca�FERFIn�cl.� ICE 51fEL2 FROM EAVE5 24" f;EYO�un INTERIOR WALL MLOW - - , _ 1 NEwauMniMarrER _-- -_-__ -__-__-.-_-------------•--_-___--- MN LUMP PVE5 - -__ -_ __ _ __--- ---- ------- -- MW COM,Po51fE 5OFFIfNV FA50A - - (� - ---- - NEWALUMINUMaffER Lm Flxiln T,l ---- - - - --__----__.._------ - - KwE FLm aAPooAPJ7 raw DOOR -— - _ AI•!<7 - - N41)LEADER PIPES 5fI71NG 5"IhfAiFER - - - _ ---- - - MWCOMP0511E 50FFIf NwfttVfPLAy, - 1 3)ICXWI4 - -- CMA45 ^- C oy _-.-•--_._._.._._._ N.N7 FASCIA COMM 130M PEW 2AY � E t�55 - _ E 55 _ ----- EG1 55 EV�NE PLMK Ll MCOf� COM,09fe f0m - --__..__ ------__-- _ ____ '_ -` _ 5VIN6 y Vtif*ff 5TUCCOFINI51i SEMI :OM __---- - ----._- -.-.-__._-____..-- __-- OVE;--0 PLW Iiffm PLMK Mw FRo5f WALL.91A0 - I I - - COMER voA0 N.ro FOonNG _ --- M t ti t - � ILI _..__. - - -- ---_-_--._ •-- CASf1Jr:Nf VJIP17OW5(f�.ALK) I ' s -- "�';�•.r,--t;r -ti -�- ti..cr-t e- -s ; c--t s-rr -� �;-.cr -e ----------------------------- I COMPOSITE CONCREsvo ( I f G. I I v 6 n SfoNE V>NE� �C�� Slpll lG'Gt l I wwli�D01w&V i I I I I I I vAffW,aU%u I Mw 50&%T I I I CONP05[fE COL MN5 EM I I nvER�� An wc>+ FR a Af RIGHT SIDE ELEVATION " �AIM SCALE: 1 4" = 1'—0' i � I i i I A I o I,��z�• IZXcvIsIL►�prJr•-AMA+-nq L- -------------------------------J-- -------------------------- -l---� 7/25/24 1551.V FOR FRICING*V FERMl1' I bf7I - l l ll I I U ntr,�.oz 40 ! ]J �l 1_ ' 1 - YEAR ARCNITECA RAL T i'71 r-111,111-lilLUL I I 1 R00F 51 WQ! o 11.1 I 1 1 IJ I.i !UT I f L I If I LI 11_ - T f f lJ 1 ICE 59L0F ROM,MVE524" 6� John G. I 1 J Ill 11 I 1 I 1 �.12 MYOND II40JOR W&L K'WYV `E f6 MI11NE 40 YEAR I I I - 1i�11 + 1 I.. 1.+1�`il. � .�ZI 1� 6 14 PRc-tNv�FAcfu�ncuFaA At�IECfuK FOOF I. . i I. j 6 1 1 ,. r�wALUMIr4jMarfER I�E511nFROMEA 5 1 + I I � 4 , L , Y AWLEAPERF FIf Scarlato Jr. + r t Co 051 DEYONI71Nfl:RiGRWALL 6r.LOW 1' �FA�n M- Architect w ALL"uM arrEP, i N�9 PLANK CLAPvoAs� NV LIMR-FIPE5 --- 5VIWA 5"1AVWR NwcoMFoslfe 5oFFtr wPLrnKaAFooA� L '-� -- -- ------ -I I. Com 33 Byram Hill Road 9 WG 5"VrcAIf l? _ CONJ'0511E iRIM NEaVw�rE�� _ —_-- � - Armonk,NY 10504 ra` coRr�nRn — Phone:(914)273-7350 ---------- 01112 JGSCARLATO@GMAIL.COM -12 ----._._..............-::--6 S C H WARTZ RESIDENCE 35 MEADOWLARK ROAD - - ------ — _- RYE BROOK, N.Y. 10573 ADDITION AND INTERIOR COMP051t1 -------- -------- --- aA�RNLs --- ALTERATIONS AND NEWCOMF051ie _..___..---•-•--•___-- _-- - - __ RENOVATIONS MaING ----- --- - -------- ---- -- ----_..._._ COMFOSIfe 6mv CONCRETE oa uF NJD Cotmogif BRIM EXTERIOR ELEVATIONS FRAME IN av GM.ACE I I snrco Fwlsrl i WARNING: 12"OFMIW N-V I I I%EW FR05f WALL,SLAB SECTIONS (FRW4wcwWWO'JV -1-� ANinF001`1146 THESE DOCUMENTS ARE NOT VALID UNLESS rj EXISflNG COMp05ItE TRIM I-- L_-J SEALED AND SIGNED IN INK,NO SCANS, AVERAGf:aM cauM145 CA 45 51000OF114M REPRODUCTIONS OR COPIES ARE AUTHORIZED BY WITHOUT WRITTEN AUTHORIZATION OF JOHN Ew5fu4uFAIIO I I G.SCARLATO JR.,ARCHITECT. , DRAWING NO. -------- I FURTHERMORE; 0IGMA IT IS A VIOLATION OF NEW YORK STATE LAW FOR ACTINGANY PERSON,UNLESS WW 10"CONLREtE DIRECTION OF A LICENSED A CHl ECT,TO SOtJOfbDE5 Y-6" �---� r'-h LEFT SIDE ELEVATION- ALTER IN ANY WAY THESE SEALED AND SIGNED a tow 0 AnE Md001M L_-J L-J DOCUMENTS WITHOUT THE EXPRESS AND SCALE: 1/4" = 1'-of CONDITIONED PERMISSION OF THE ARCHITECT. of i IJ U •.I!l1 (�IIII I� L �-1_I. _': i 111LJ 11.1.! L.l 1`�-II�-uLTJ_.� I _ I [f U'I JJ , �i►_ J _ IytIJr.111�I I lIJT 1 JJ I I l I I 1.1!I I L I 7��-� ; _I 1 lI_ .1 I! l 1 II IJ 1!!!l l Ili IIJII�rr1�1 �I .fl If l l l_ r 6� U LI LPL 111 J 4.JI II(([ I LUI'II.�I I l I _.I II.!J I6,L`IZ,. �.tlUl _I 1.�t I l 'LIUI l�I ' I I IJU •__' 11_1 J 1 fWi It�E 40 YEAR .uJrtJ U I I �r l 11 L _ 11�� �I I I r �I t AIRr4.FOOF t1J! !J.t t1.L I_JJ I•tl l]I J (.I !._I I 1 I LLI I I - --_ !I L!_ 1� i I IITT it L _TI_ L E I J 11 111 Jl�. IL11- ll u] 1 IUI I Lt L - IJ I�III II II.I 1.T ILJ _ 1 t -tA�t PCrtpEn SNy.Q s IL TI 1 I Jll 1 _ l l 11�I.� I_ - 1�1 1�1�1 L) .r 1� l� CLPaA ICE St�Ln FROM EAVES 24" l I.� 1 I�I U 1. 1 I t I I I�t �'• .!I _-, f't 4 1 �J �-1. 111I U Oeyo n Nrewx Wn OuLm r7- AW "�- --.____- I I 1► , I 1 1 I:I I t1 P r7 t new PWM11h M GurrR lti-Y- i I LEPfJER P6'E5 •---..--.--- -- "----- ---- --- --- -y.- -+ !_.!1 1. 1.I I 111 I U tJ.l 1 1 !I I I I ll. .1 Ill. wwcO,wPoslrE59fir -__ __--- --- --- - -- ------ ---- -_ - - -� �1J_ 31 - ll� -� - J III 1Ll 1111 �!!_IiJ JI�l�l pp Ill!J 1 114i I(�p-iri7 1JT-1! 1 1! I. 1'L1� >'L�i.1. I l JJ IJ Ii�PJ��� --__.___. .._ _.-_-_ - -- - _.- __ __---- _' l !-tJ1.. 1 I-.IJ�I_lI. 1•(JI I�� a L .IS II. �1 I _ 1_!1 lT.H i tl�l 51PII�5"ftAiF�R - - _ -- ------- _ --- LU II�15. I _!1 111111, 1 11J JI f [lL1IC11 L T�.IJ..IrlLli.i� l�T NEWIMLIvwFL" __ _ _ u L � !UU.(�� u L! I UL!I IIfIUll.11 COMER 6on'�7 --------- Cxhi,245Xrct?t�d ASS __-- �xw24. .Gkt ss' -- - QXW24 G>?E551 0 f IJ�.jI II�I.�I 1_fJ�� U I JIJJIlUq ILJ1!L _f1J_ I II -- - tl - 1 I.11 lTt II �_ LIL .l.1 I.1 i 11 Il 11 I tJ_J� 4.1f L�!� -- - ----_- -----__ -- 11 I I J 11)'Ill L II III l,ft !II 411 IL�u lull I'I 1 i t 1 �.-------- ----- --- •- _..--- ----------._�-_. .__._ I _I. .�I i ? L �f f IJ1 III LI.�11U.�1�J1 IILI� Tuu LulUll JtII�ILI�II�j.�lJLII�L lllllJllli!Il itl1 IIILII�(.JI 1!Jlll. --- - - - --.::: - --: __-. ---------------------___---------- �� .tl t J U_ll!TJ U L�,�I!II!h`i�' P VEEkN f V 6 00611-4 ----- ------- -----_-- --- _..__-----_-- -- - ------- --------- - W. 91-0.1 ;XW24 MA - !f - E 45 COMP0511E WWCOMP0511E ; 17Ea;1.V6 CaMP05frE am i I I NEW P.f.6c6 PI ON 1 5 W50N AtU6 AN 149FEV INro cowmTf ! NEW 12"CONMI-c E%15flNG 50N0I1ft5'5'-6" [Xi51Q WIN 6dU17E KNIMi1M P.f.2,12 a I2"OL. 5f/IE 511?INM5 AffACI 17 fO 17OLM 11M.11715f wliN 51MMN L5C55 CON.Cf05 1 I II I I I �fil I NEw coNM r : I I MBJG PM UN<7ER I ! sfAroLANVI 6 L- 1.97ER PA110 l o(161Z4 REVIew t�oP l%„e. REAR ELEVATION I/25/24 15907 PO'pl',lCING ANI7 pERMlt + SCALE: 1/4" = 1'-0' f 1 1LLIIt ,(!I' 11 1 1 1 111J I �I. ILL LIB L J: I _JJ. �.I tL_ >1_ ,I I lJ It.li 1 IY U._�l.I!..LL f1 lI_...0 ..t'_!it �1�1 if!f _L.11.I fl r,� 11 i-�j�_�L_u.r IL_.LI .�lI_ �j":Lh.`LI I_lull I�_u JJ J1.1 I 1.121 I ILLI l_LLI I L_l._.1 It 1141 .Ill�I - -I1.r 11J1.11 pAlT_Q U�U_I1JT�11 f1 1111_._:, 11�.i I LI I.IL_. I_1 J,I� LIIJ J ILTII t I! ll_1LJ 11 ?jjLL1 1J'J .I'..{.I':_.l l.l!L!!.1[ IJ_!T 1.11 ILIIJ���II IU�IIJI I1 "�L'4 lI '^'l.'1�'! _ U I Jll.0 .LtU J LILIL I. t I J!II IJ f Jti T 11J Ili! 't +J�11J !11 �I+ 1 J ll I ! I l.0 W!U 11 �j 11. U.IJ.LI I]p.L11'1 LI U I� I. _ 11.Ll 11 _ IJ ll.� ll. JL IL l! ��_�.IIL LIU II. l_1.1�jZI I t IJ�. !`�L �l It !. p �I II!1 1�I)Il I.11111J 1 J U I. LILLI I I_ L 1 IU. !J 111..I L LIJ LII lJ I I+_ 11.1J I I it.Ll L JJ I (1.1�.�L i lJ Lli._Lu 1.f117t_'' 1.111. 1+ IJ I 1 ILJLI LII lL lh! I,- till II_I LLT II 19,rXE.I.E 40YEAR 1,,! I LI yL J t ll.. I l_I Lll.!L1 1 U �j J �.IJ I Ill 1 I I UT I]! l I IU!l 1 It.It 1 1111J 11 1 �1';t Ill I L�I 1 I.IJI UJ I Mc.IfEctft ROOF I l I I T 1' + _ _ j_I �I J(� r Il J- 141 1!J�l�i{!-IJ I I 1 r jL_1 �1 t 1, W U. I !�_ if I. I. l� 1 �i�fII�I 11 11�ji11� _ rll III41IL J1.1 I�. L1. I_I II_LL 1.1I_IlJ li.l ILILI. I [�t L _j� ll.'�. _!. I�1 ll�l Ill I_: t_ -I ►_I J I.J 1'1.l Ili L._ I l _J .I�U_I i Jl(!.1 1�11[_1!L_ 01"H' _I I.I. I l J _l l T I IT.lU I_f!_ I tL.L1 u John G. 1�E�LDFROMEAVI24 II��t1 �JIUtr1JJ. >_Il9 LJ l JLl U L1L�� 11J f 1;U J �L� U41U�1 4{ �tIIJU 1 U ' U II r 1 LIU.I I .JLI `1I1.�J,I MYOW WtE M W ILL BELOW + 1 11: 1 �u 11.1 I 1 : ,n u I I 1 :1 I: i l : : I :1 1� � I: 1 1 11 1 .I I� I f I NEw'UNt,�hGurrR Scarlato Jr. PND LEER PIPES t I L.J' -•------------ -- -_--_.__.--------------------- ------ 1`-W COW051r 5OFFIi 1J_' - - - P�a7 FA5cIA 1.1 __.. .......---.._._..._--____-.- --_--•---••----•-------.._-_._.._.-...._...____--__-.-- _�_-_i.:� , , KWE PLA a APBOA�7 4! - -_-_ q,, tArchitect 5I79.�i 5"MAIMu. � - �' �• 33 Byram Hill Road n-CORNEA LAP ,!_u - --- ---- - ------.._.___--- 4XW24 G 5<; --- --- C1i 5 ------ - r 11 -------- -----------_ ___ ___---------- ---- Armonk,NY 10504 5fA MICA 5ENA !L MTf&R Phone:(914)273-7350 ----- -- - n�wFw�n�BOA�7PNn j L - _. _.._._-_...---.....__... _.........---__-._._...-.--•--__-.--._-- --.-_ � DAVEN W�tiM 1! ---_- --_--- _. -_- . -- -- --_- ___�_- "------- _ JGSCARLATO@GMAIL.COM _ �- talrrRANn LEAM PIPES _-_- l�t S C H WARTZ RESIDENCE NEW COAV'o511E _ __ _ _-- -------..____ __---__-_-_ 5wir AN;7 FMOA I '- ------ - -- - - -- �PLEnEAW - - ��� 35 MEADOWLARK R AD __. ov��w.G - - - ._ __. ________ - - _ - RYE BROOK, N.Y. 10573 I.�wco,�,noslrE NEW Sour ------ - - - -- ------- ---- NEW MCKU u C010PO51r - - - - CXWZ EGkE - -_-_---- - --- COMY05Ir 61AT OULIA1OLLTONE foP -__- - -__- -_-- -- CXt u5 _---- ---_ CAV145 -- - - M17 WWnRA'1.5 55 coNceg 5L/0 ADDITION AND INTERIOR ALTERATIONS A N D _ �-- -_.__.------ -------- ---- -------- RENOVATIONS c 30.f.2=I2 BrAM I ri-I--1 rj I P.f.2d2@12„ •. EXTERIOR ELEVAT IONS J L------ LL-1r JU 5mNcfy� WARNING: SECTIONS I I �w�, AffKKI7fon e THESE DOCUMENTS ARE NOT VALID UNLESS RIM I5fW015WP50N L5c55CA1�'ECtORS SEALED AND SIGNED IN INK,NO SCANS, L5C55 Of- I I REPRODUCTIONS OR COPIES ARE AUTHORIZED I I _ BY WITHOUT WRITTEN AUTHORIZATION OF JOHN t r----------------------------------------------- I�WP.f.b=6P05fON I I DRAWING NO. G.SCARLATO JR.,ARCHITECT. � p L_J I I I I�MPSavMIJ66MaMP FURTHERMORE; SW I I INroca1r I I IT IS A VIOLATION OF NEW YORK STATE LAW FOR 1 o• ��O� I L- NEW Iz corer-� I--J L---J OELOW aMM11M L--� ANY PERSON,UNLESS ACTING UNDER THE z r, DIRECTION OF A LICENSED ARCHITECT,TO ALTER IN ANY WAY THESE SEALED AND SIGNED RIGHT SIDE ELEVATION DOCUMENTS WITHOUT THE EXPRESS AND °Ps260' SCALE: 1/4" = 1'-01 r CONDITIONED PERMISSION OF THE ARCHITECT. OP Now One&Two Family Dwellings: (3)The sign or symbol shall contain a alphabetic construction type designation to indicat the construction typeoFtheresidentialstructure,asfollows; INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT A9'1•NLf 5HW,,LES ON I5"FcLf f0 (a)When truss type construction,pre-engineered wood construction,and/or timber construction is 2020 NY5 ECCC--WWLE R-402.1.2 12 011CH E IWA utilized in the construction of a new residential structure on in an addition to or rehabilitation of an (1)If the residential structure Is subject to the provisions of the RCNYS,the construction type FENE5t1?AnON %YLIGNr M E M J hM50NKt' ALL L DA�M�Nf VIDLE St N31'-vPLle Ct'AYw 'PCe wN L J VPm existing structure,such residential structure shall be identified by a sign or symbol in accordance with designation shall be"Wand CWMIE ZOI FACTOR b u FACE b FEt�SfDAnOtJ SFiLC R VALLE R-V ue R-V/(It I R VPLIt R VPLIE c &DEPM d R-VALLE �"EXrEi IOP Gbh CVX PLYWOCO the provision of this Part. R-20" / 9-EATH%16 OR ZI'D0M (b)The sign or symbol required by this Part shall be affixed to the electric box attached to the (li)if the residential structure is subject to the provisions of the BCNYS,the construction 4a(�+st> 0.52 0.55 OAO R 49 h 8/13 E 19 10/13 10,2 Ff. D-1,5+R5 / exterior of the residential structure;provided,however,that: classification type designation shall be"I",I'll","III","IV",or"V"to indicate the construction classification RELEVANT hlO1E5FER 2020E000 NY5 tNY]fADI E 402.1.2 2,10 W DPFTEZ 16"O.C.(VETY (1)if affixing the sign or symbol to the electric box would obscure any meter on the electric box, of the structure under section 602 of the BCNYS. a.E wLe$ae-va%je s.oic wis are maunn,s.Ics5 kart O�n Is mstaled„a cash tag�$less flan the Izbcl a desw,t��rk„e$$d Ole e,sJaacn, / VAM ROOF PLAN) or if the utility providing electric service to the residential structure does not allow the sign or symbol to Uie Few5twt.d R e of Ue lrn e1di k5 rd be less tl,a,the E-vm speufi o m the die. ATTIC be affixed to the electric box,the sign or symbol shall be affixed to the exterior of the the residential 6.SIe ferestraGanll facto a6 an eulude$skyU�,t$.fhc SHGC cchnm apPlles to aN dazed ferostratwn E,ecptu Skyllcr:s maybe euF�d d Fran 9 Y (4)The sign or symbol shall contain an alphabetic location designation to indicate the location(s) dazed rm5traum W-recwema�ts In dwte za6$I drnk+5 Awe the 916C for xh"i4i�dxs rot eueed 0.50. INSULATION A N D / -- 51MP50N 115 HOICAW 11;5 structure at a point immediately adjacent to the electric box;and containing truss type construction,pre-engineered wood construction and/or timber construction (2)If no electric box is attached to the exterior of the residential structure or If,in the opinion of structural components,as follows: c."IO/13"neacR 10catouanInsuletWia,r-t1w uderbrrIratenxof theha,ea P.15canw iduer � W FENESTRATION ` the authority having jurisdiction,the electric box attached to the building Is not in a location likely to be A E-5 shill 6c added to d-e regwred slab edge R�a'ues for heated stabs. ENERGY CODE DPJp � seen b firefighters or other first responders responding to a fire or other emergency at the residential h.Tlx firstva5ic Is cants rr�u'a ,tie sccad YaS�e M ca,bnras mw!abai,o"15a 5"mean R 15 camGt rr�laGm p6,s R-5 cadww$insuldben = Y 9 P P 9 9 Y (i)"F"shall mean floor framing,including girders ans beams: `- tI-.- 11-_ tl� COMPLIANCE Alkl t.0 f Plate structure,the sign or symbol required by this Part shall be affixed to the exterior of the residential (ii)"R"shall mean roof framing:and �.n,e secad E vadic applle$YAlen more tivn tali the.W4 G01�$cn the Intabr Gf tl6 mass.Y:a1I �� structure in a location approved by the authority having Jurisdiction as a location Ilkely to be seen by STATEMENT T .. firefighters or other first responders to a fire or other emergency at the residential structure. (iii)"FR"shall mean floor framing and roof framing. %2'GYPSUM�� CONS N.Y.SJ:hCCP.GY CONSERVATION CONSTA�nON C0�5EC110N E-402.2.2 Cedtras wttltvl.ct.tic svrrts. TO THE BEST OF MY /,uraiNWti GuftEES AiJD LENSES 5 The construction type designation shall be laced at the 12 o'clock position of the sign PrEDE xCi10N E402.1.2 ff0UFE5ItJ9LAilON G1AtER iNlJ I R-30 RJ E VN LES iH CEILUJG AJn TFE DES!GN L:f 11 E KNOWLEDGE,BELIEF AND P-49 5PEAY FOAM N5tLATION �: (c)The sign or symbol required by this Part shall be affixed prior to the issuance of a certificate of () YP g P P g WUJlla� symbol,over the location designation,which shall be placed at the six o'clock position of the sign or ROOF/CELIiJG ASSEAa1.Y DOES t.Of PI.LLNV 5UrFICIi:Nf 5?ACE FOR TFE�ClUfC3:n UJSU-AnC>,V,it•E M ��01lt:ED PROFESSIONAL JUDGEMENT, occupancy or a certificate of compliance.The authority having jurisdiction shall not Issue a certificate of 1N51LATION FOR SUCHEOOf/E-VALLE CELIIJG A5%NaIE5 94AL DE D-50.RJ5U-Ai10N 9i&L EXOV OVER il-1 f0F OF THESE CATION AND ZdOCELIIJG J015f 5 - 1 -� symbol. SPECIFICATIONS COMPLY OR e Ib"O.C. A { I,-0 __I.COMI'OSIt>FASClADOAED occupancy or a certificate of compliance until the sign or symbol required by this Part shall have been n C WPU PLATE f0 nE OUtEEEDG°OF SUCH PLATE PN17 SWLL NOf DE COMPEES`ED.M5�-ffl 20 p rc INr Of FROM EXCEED CONS NEW YORK STATE n-e DEOUIREMEtJr5 Of 56CfIOM R402).2 514Pl-L DE Lmreo f0 900 50L A`�FEET(46 M2)DE ZO PERCENW OF n�fOiN ENERGY CONSERVATION CODE (2)2x6 TOP PLATE 6"DIAMETER IN5U.A07 CEIU CONI'051 tE 50FFIf SEC110N E402.14 Ml7 T1 EbfOfAL UAPL1EAfNfi IN SEC Q J�4p2 Of PJ'Pi Y f0 tl C U FPLfOD Alit RtJAnVE W'PP,OPLH iN REQUIREMENTS. z r (d)The property owner shall be responsible for maintaining the sign or symbol by this Part and PLOCKUJ6 shall promptly replace any such sign or symbol that is affixed to an electric box when any change or BEDROOM Y SEAL: modification is made to such electric box.The property owner shall promptly replace the sign or symbol a by this Part if such sign or symbol is removed or becomes damaged,faded,worn or otherwise less NOTE: SQUASH BLOCK MUST BE ' conspicuous to firefighters or other first responders to a fire or other emergency at the residential REFLECTIVE BLOCK PANELS MAY BE CUT 1/16"TALLER THAN § _ structure.The property owner shall keep the area In the vicinity of the the sign or symbol required by WHITE `WA LIRED WITH SHEAR JOIST.2X4 MINIMUM this Part clear of all plants,vegetation,and an other obstructions that may hide or obscure such sign or 90 R %'GYp pOMq _ 2X614'OOD 5fLV5 a 16"O.C.Will R-20 P e9 Y Y -' —SPRAY FOA4 INStLAnON MINIMUMsymbol or otherwise cause such a sign or symbol to be less conspicuous to firefighters or other first Im ,+ responders responding to a fire or other emergency at the residential structure. REFLECTIVE RED FASTEN RIM BOARD TO = -�� PANTONE#187 EACH FLOOR JOIST USING yd.EXiEijoR mve WX PLYWOOD %,°PLYYJOOD 5lp-FLOOD (e)The sign or symbol indicating the utilization of truss type construction,pre-engineered wood � ONE Sd NAIL OR 10d BOX < W/tYVEKl4O 4YZPl'CIR ZIP DOA construction,and/or timber construction shall comply with the requirements of this subdivision. aLED MID NAILED f0 J015t NAIL PER FLANGE _r (1)The sign or symbol shall consist of a circle six inches(152.4 mm)in diameter,with a stoke of 1} �OF IN 1 � - _ 1/2 inch(12.7 mm).The background of the sign or symbol shall be reflective white In color.The circle ` 4c `� OF NE`N Fin.2nd.Fl._ and contents shall be reflective red in color,conforming to Pantone matching system(PMS)#187. 16"O.C. (2)The sign or symbol shall be of sturdy,non-fading,weather resistant material;provided, 112" �;1/`. rN ;tr JOHN G. SCARLATO JR. 117/8"fJl FJ.15 e 16"O.C. however,that a sign or symbol applied directly to a door or sidelight may be a perminent non fading The construction type S RO E _L'7 fi z`YF RIMDOARD sticker or decal. designation shall be � I,, �; �� BOX NAILS TO ARCHITECT � •�� STAGGER 8d OR 10d _._ "I„"II","III„"IV or"V' r - to indicate the construction DESIGNATION FOR STRUCTURAL :,;^� I�';' �� AVOID SPITTING (2)2►6 PLATE COMPONENTS THAT ARE OF y1 GYP5w130/Po 1 - classification of the `�x " _J_JJJ •:; structure under TRUSS TYPE CONSTRUCTION " 5fUCCO FIN151 23/32 APA RATED OSB(OR _ section 602 of the BCNYS. FLOOR FRAMING,INCLUDING EQUAL)RIM JOIST - OE NAIL 8d 0J1'VIRELAttE GIRDERS AND BEAMS OR 10d BOX NOTE: CEDAR PEECTION 96�'A ES 6" WEAi}EE ROOF FRAMING NAIL TO PLATE LOAD BEARING WA LL MUST BE ALIGNED OR STACKED LIVING ROOM HAWr CLAnDOPM 9AWA 6° FLOOR AND ROOF FRAMING SQUASH BLOCK AND RIM JOIST DETAIL- NOT TO SCALE Q 4 y"GYP51uA GOARD -!'{ 2X6 WOOD 51UD5 a 16"O.C.WITH R-20 5PMY FOAM I1491ATION MININ&A FIN15H FLOOR u -! %e'ExIfe D a?Am WX PLYV/OOD /,"Pt,"Y""-FLOOR V//fM I IW.AII OR ZIP DoA�D 7/25/24 1551 17�01',p�ICING AMP pl;pMlt atw/w NAP.ED To JOlsl - 16 P.f.5`!.L PLATE Y - Fin,I L FI - ,-T-�------- — 50JA5H OLOL76 a 16"O.C. II 7/51,fJl F.J.'5 a 16"O.C. - - � I;1M DOAI:17 - - 51LL 5EX (2)A6 P.f.5LL PLATE —— I Z"x 14"LVL RIDGE E-19 GAff WS 00N MIN. All I tERh'dTE 5HEWD _z 51MCO FINISH ADOVE(P.We %i'%I6'ANCHORS e 4'-O"D.C. I q &V MAX 1'-0"FROM C01MR5 - John e 212aI"O. Scarlato Jr. NEW BASEMENT/ 10 POWCONCREfe FOUJDAfION W&L GARAGE/CELLAR/ u e e #A MGAR 24"O.C. 10 6"0 CEL JG 10 f5 OR CRAWL SPACE DOMVERi1CPLLYANVHOPJZOWWALLY l __ xl� -I f Architect 0 > 4"FROtJ glf5 OF PCBP I 114 LVI RiUGE I"A5PI1ALf EXPANSION JOINT OR N5LA10I -49 MStLASION I,eNLHMNNWMPEWOWTLDPIPI.' 20016"OL. 33 Byram Hill Road f0 Vwltl 1,OR 5fORM IA'AiER 561V ' e WALL�'AM D-21 - 2rb�I6" C. Armonk NY 10504 5"CON TIT SLAG W/6:6/10do ° GAff 1N5U-A110N I1J 2�6 a 16"D.C. PALL Willi IV WWM W/VAPOR GAYJ3EE Cr,J Z" wATERI'EooFING Sn>n cAVIr.Es q �1'ot'Osct7 Wn I.WIH R-21 Pf?OP45�n GAff IN9LAfiO1 Phone: 914 273-7350 R-10 RiGJD INSU.AfKJN OVER 6" a Nl;f�3RM A°PROX Z e 6 16" .C. � �COI�r�,0�p GAff IN�.AfIOtJ IN �CQVt7�.t�° SiIC)CAVIrIES OR mlln -, 511VCAVIM5 JGSCARLATO@GMAIL.COM COMPACTED GP.AVEL ° G"ME y (FOR OASEM'EtJ17 4 - -�-�-� 2 if e 16,O.C. t i 1�11—Ti-111-1 I I_I I El e I I I-III-I I I��I-I I-I 11-I 11' I1:F!Ll I11=III- SCHWARTZ RESIDENCE tJcVJ II e f,�360¢Ib"O.C. tJEW II n fJ13G0 a 16'O.C. 4"DIM/.FOOTING DP.AN YAM 1211 1 Hi 35 MEADOWLARK ROAD GMAVEL Wei?LWER 51Lf 5CREEi4 (2>I?c li r"LW (2)I�"r Ili'LVI (2)1�",II�"LV, e • E BROOK N.Y. 10573 ° � " P1rCtED fo DRYWELL 2�to�16'O.C.oc.CEG.ING J01srs a ° PEiflM�tER GI1LD LP PEPJM6fEE GllLD tp > o (�)x4 MOAR CONTu,111M 3"FROM 00rrOM 1449 5!M5 OF 24"t 12"POW NEW 2r6 0 16"D.C. EY551I141A 2:4 c JEW 2&6 a 1611 O.C. W&L WITH R-2I I6"O.C.W&L Pi;GP05i;l7Flt?5t ,�,� o Exl5nn�2R4� ADDITION AND INTERIOR �XTe",GIN'a DAff MAWN IN - (o I6 O.C.WALL wlH R-15 GAff N&L FL00�GA>'A6G 5iW CAVITIES is INnAfION OJ I;x1snNG Fll'sr ex15r1�I' r 2'a' V01110N FLOC Jw RAi9tDAJr Fro„ ALTERATIONS AND STLV cAwnEs STUD CAVITLS RENOVATIONS -TYPICAL WALL DETAIL NEW 4"CONMTE(AAlVa 9.A0 (SCALE: 3/4" = 1'—0' 4191r4o4 rfcyl SLOPEDAPPEN11 PER Poor rOWM.D I70(IR OPEn�UJG OVEE ACOACF/CfW OZAV4 tWe I' - E)(151iN6 FLOOD.J0155 005"FLOOR J056 I ; AND FILLDIRr T �----- i l DETAILS I I I AND NOTES WARNING: THESE DOCUMENTS ARE NOT VALID UNLESS I I I I EwSnNG Me Wr I I i;xlsnNr f3A%W.W I I SEALED AND SIGNED IN INK,NO SCANS, I I I I I I I I II II REPRODUCTIONS OR COPIES ARE AUTHORIZED I I I I I I DRAWING NO. BY WITHOUT WRITTEN AUTHORIZATION OF JOHN I I G.SCARLATO JR.,ARCHITECT. I I I I I I __________________________ /fZ FURTHERMORE; I I ---------- ----------------------- f—I— =---------Q �- —T-T- ------ = qo ITISAVIOLATIONOFNEWYORKSTATELAWFOR t�-I� ________ _____ _ ____________________ _ ANY PERSON,UNLESS ACTING UNDER THE - - o a DIRECTION OF A LICENSED ARCHITECT,TO ALTER IN ANY WAY THESE SEALED AND SIGNED SECTION- ,y 1620 DOCUMENTS WITHOUT THE EXPRESS AND CONDITIONED PERMISSION OF THE ARCHITECT. SCALE: 4"=1'—0 oa " AL CONNEC10F5 ARE 51MP5ON 5TRONG nE WIH GN.VMeZEn ZMAX COMM6 OF%AM55 5ftft P550 iRc/u'ED CONNECTOR CHART AI.L MfEWR5 ARE 5MA'5ON 5112ONG Mvt 5CMW OR NA'L5 Al.t 51•r P RAVE EOI ILEW FIN5.4 COATING A5 CONNECTOR f0 �. NOiE:1J0 MERNAfl1r COHWCfC?5 OR F/60f R5 5.1r4.L BE 5W5MUfEV 1UMOUf CON5EIJr OF it•1;/J?o OiECf. LUMDER f0 DE GN VMIIZEO LEGEND -.>) A5 MR 202CRC96 5EC.MO.2.3, R f �_i NEON COIJ5fk11CnON `•=1 V✓NDO'WN'EI.L55FW.L HAVE A FIRST FLOOR TYPE MODEL# [(#)- SIZE �.%� A'dt�ANa:M o-9 50.Ff.AND COATING FASTENER-NAIL[(#)SIZE FASTENER- APPROVED SCREW FIRST FLOOR JOi51 HPNGER LIK210 ZNJ1X (4)0.148,5"@JO15f,(8)0.148 c 5"&14:ADER/LEDGER (8)5110 9 13'�15f (4)SD 119 2 3"LEVGSR ",f• NEW FOUNPAWN NNZONrx PRO EC11ON RIV y WinM tJOf LE55 Mh'J 36". J915f M�WU(POOLE) U 5210-2 ZMAX (6)0.162 x 3 3'�-015f,(8)0162,�'"eff/aR/LE17VX (6)5n�9-1 Z'YJISr (6)Sn�9-2�'LEnLER � EXISiBJG CON51k11CitON f0 SfAY iff;V1'ELL 91 r4.LOW iH:ESCApE _ ----- — 1 i POSfDASE Al;U66Z ZNJUc NONv r _ _� �!J OPEMIJG f0 a Fu-LY OPENER EX15nNG FRMAING (12)0.162 x 5 3' ; Fm.Ist FL EXIS f N V -_._._.... — — POSf DAME POU44Z ZtAq (12)0.162.33' (12)519#10-i J A UVM OR 5V5 COiJPOPM16 - fO 5EC IMO.2.3.1 MY ENCROACH ZMJJ( (IZ)0.162 x 3 @DEA1A,(6)0162 x 3'"@POSf iJOtJE O HOOK INtO P/dNLU1L'A RiCRNREn 5 ZE5 6Y I fie MOCKIM6 IN EMI NG CEILING EVERY 10,WiX. P05f/DEAM DC52-5/6 7 140R1ZONfAL YAM EWANOMWAI.VINiNSdON tJOf Mon 1W N b MAX RFYIGW M5 H2.5 Z (5)0.151 t 2 3 10)'" ( 5n K 9-13' X --------------')—----- LWOER OF J015t5 OR CAVi1Y FILLED WifH ROXU.FIRE O Wit.DOW LEfiER 7- --, — —/ - P.AiED IiJ5LLMON 2 LADDER fs I�t7UP.En NIrERE WELL -"GYPSUM DOAW �`✓ SiR1\I/kR CONNi;CTOP, 45CZ ZMAX (6)0162 x I�@JOISf,,(8)0162,3�@I•EADEP./LEDGER (17)5>D�9•13' ELEVATION LOCATION DEPiH EXCEED5 44".LAME fO DE r/WIfY FILLEV WIM ROXU � A"I T N � x x ' tip MOa n4AN 3"FROM WELL N91MON 5IY�507 FOR 50Ui•I7) FIT DLOCK 8'VERrKAb&MUMI W IH LUMi a OR fEN5ION 95 0rn ZMAX (8)0.146,I''•(N 6)IO> ( 0.148,1.'"(59MO)NO x I WALL,t,10 LE55 MNJ 12"Mc AW ATTNWION&FIRE MOCK%wr CAVITY FILLED WfH1 ROAL FIRE RA1ED IN5.1-A11ON �� , RLPJGS SPACED iJO lAOi MNJ 18". JOf FEOURED fEN510N f1E5 D1f2 VAM Oaf AW WA5'ER (8) x 1 Y'505 NONE ' BASEMENT 2x4 'OP ENEP,GY CODE rOP�� FIRE DLOCKING HORIZONTAL BErAUN 5W WALL i DENwa 9w 1-IU ro EXISniJG 2x4 @I6"O.0 WALL 0' MAP FOtR\VAIION VAfH LUMBER OR CAVIIY FILLED WARNING: � 6pl"FLOOr'OR PLOW GP✓vie - fooniJG iPRMJ OR AL u NAfE +Mani R-15 Fh".EP,as651N5U.AnON MH ROXU.FIDE RAMP IN%LAfn4 THESE DOCUMENTS ARE NOT ECEE55WINDOW WHOPY&M 50LTYPE15NOf CEL1NG14 n1`5MVJ1t'.M. A°PROX. VALID UNLESS SEALED AND rAIN10M NEf CL OPENINGS OF: GROV I,PER R405.1, 7'O"W�DIfA91 E LMNG SPACE M? `�� I I �--- — —— — — 6'-4"DROPHOMAM5AWVdCf ,�,�11-111-111. SIGNED IN INK,NO SCANS, MINIMUM 5.0 50.ff,fOfAL A'Ta �� =�=1 I I�I I=LI 11=)I 1=1 I I�I 1=1 MINIMUM MR120", ,OI I -1��_,1�—„1—���Ilr b'-8'DAiI•XMs . II' I 11-1II-II-III; REPRODUCTIONS OR COPIES ARE rAlNIMITA WO-If 24 II=1=III=III=III; BASEMENT AUTHORIZED BY WITHOUT .•.• li=T—ITI—IT � I WRITTEN AUTHORIZATION OF i -I I=M-II!- '.G rui DOAW I_11=11 I � � IIIJII-��� II=1 /' P.f.414P05T I JOHN G.SCARLATO JR., FmERa•A55 INSU AnON I I=1 I I=1 I I-1 ITS 11= / " I I I=1 I�l l h 2x4 16"O.C.WAu =I I III I I-III-III-I oN 10 co;JCREn l ARCHITECT. _ill=III r 'R-SCONnNu0U5RIG , - 11=III=111_-_-iTl-ill: �' SfaR511 46ER5AirACI-Enfo �� �'6 I FURTHERMORE; '� I i-I I rT I -I I-III-III=III=! / ,IMp50N NSU AnON DEIiIJD vrP1 I 1—T=1�I=ITI-1 T I: / OLDLE RIM J015r 1MM po5r �L�� 2%4DorfoMPLArE I MltaAauA IT IS A VIOLATION OF NEW YORK i _ _ _ 51MP5gJ / :52-2/455 -11 I-1 I IJ 11;; 2A @ I6 O.C.FLOOR -III—III— =111— ,IMp5ON L5C55 CONNECfOR5 11= ' " _ "` f'' P05fCAP STATE LAW FOR ANY PERSON, ETLI I-III I I PIER,- 1 I °' 11 III=1 11=1 11=i I I_I 11IJ 11. AQU4 I ° e' ZIP BOARV 51.0 FLOOR _ _ _ -I11 IT11 PIE -DP.l�U G =III=III-III=III-iIl Iil=1 1=1 POSrnJct4oR UNLESS ACTING UNDER THE I I=T 1 I=1 I °. �VEN51fY 5PP.AY fONA I I=1 I I=1 IF p'D. R-19NdNiMUM4(R 5.5/IN.) -111-IIHIII-III=lll�ll=1= �' DIRECTION OF A LICENSED i I=1 I I-III-i I' ii l=1 11=1 I I:all I IJ I III=11�TI_I - ;;11111!Ic' / I a I ARCHITECT,TO ALTER IN ANY 6 PO�n CONCFEiE W(H - - �XIS1IN"PAnO N I-III=111 11f lll�tii;lll-I R-5C0tlrt,�pia7 SIMPsotJ I N pf.6%6P05t5 WAY THESE SEALED AND SIGNED ' PEDAR VERACV.MA7 _ b ABU6655 PO51 ION 12"C0 &tE i IN%LA11ON LIMT FLOOz i-- —Ili-III- n -�.. / <a"{�•�5ka, ((- =1I►_' �20NK DA.EVERY 18 ON ao I.. `(( ) ��/ Caumm OMIT 3)P.t-2d Gi ANi DA tED a stru SON—— — '@ I5ONOrM Y-6" DOCUMENTS WITHOUT THE '"' �' 5aMP50NH2A55 EXPRESS AND CONDITIONED l ,' ° �� �, CetJnNUOU512":18"CONCRETE ExISnNGCOUCREfh'd r�?'I' '�',• a" ° a , / cOt.NECTOR _ ' ' fOC6tl ER WIM"GALVNNIZEO 0052 3/655 IBEL0IN GRADE A' e `� q °r'�ii'V'> FOOnNG MH(2)u 4 REDA°, FL00R 5L/O ; . d °�'V" / N�3'iCM 11:5 ® ® ® r // ORSTMdE555EELBatS@ pOSfBEAM @EACHJOtSf iM41NIMUAI PERMISSION OF THE ARCHITECT. Q Ib O.C.5TK4 RED TOP&V CONNEctor "° // IL12 COMP0511E BOffOM 2"1AIh.FROM EDGES~ fO BEAM / RIM J0I5r WRAP 11�'IGP�I.V�lNnOW IN�I.I.n�1"AII. 11'riGAl.FINISHNn 6A5�M�N1"WAI.I,n�1'Ail. N r.�w��AoOVE i NOf fO 5CA1.E NOr to SCALE — — ____ — — - i I i GER DOA3 BaTEO fo MIN.(A)511lPSON VfnZ tEiJ510N TIES P.f.2,12 LED I EVENLY 0151RR 00 ACRo55 PECK I , !FRMkNG WIM'TFPOI BafS @ Aw Nor wof mom IM 24"FROM EACH (� // I I 16"O.C.5fffA6M1 fOP fO ENV Of EACH LEDGER BOAv P I R / I COrfOM MIN.2"FROM EDFMG95 (xE F R507.9.2(2)ON Plea A-12 loll L---- � I ' .'' Ex15rIN6 EAr1NG HAW AAA A009 DW-406 614 CeW-P,(,I-i Ex%W-4 PA110 I � I I 7/29/24 1551.E17 FOP,PRICING MP PEpMlf / / / / / E>aSnNG -14 16"O.C. II'-I�3" 16 / WALL VAM R 15FUMMMON O.C.AVU D0511NG 2x4 @ 16"O.C.WALL �Iti o� WI1H R-5 RIG37S1LI7 CAME5 f0 AGNN5T IN514AWN AGAAJ5ftAnfCHEXii PJOR N WALL ntiro FouMaPAnoN vlALL ArJ<P LL�l%I I� I I„yL �C�AfION ROO�Vi +(, / WALL FR1JWrNG N SrUO CnVI WSU AnON IN R 15 OAff IJSU AfION IN NEW N t00K / 5W C ME5 F I-'ri l VINE FLOOR ' CxIM45 N - 'P I/2"GYPSUM 00PR0 EGfT1 B-• d� YVALL5.W9 CEILWG G.Of MAY. — O I ' //----FUJI`!4 FLOOR // ��+,lopew% CONC�iE BLOCK P pes�' 1 John V. ,�, /// ;t;?;.. ;•i,• . .::. l�'EXISnJG / 5J0•FLOOR „ - I ,;,�b — — — — ——— GAS DooR 5iE fIA:E fER��W���G—� Scarlato Jr. // �r'?: 55(1?J;i TS O 5r',.L PLATE50N _ c u ON 101sr5 ro MnrcF+ W q 111 g ,I'�v fiul3 lei. �I 4'1700 II%" ,/% ,:,•';`' / 5Lt 5EAL FOA'A SHALL BE COLTV o oor P D JG 0051`1%Af OLP I / ,:.. / fO tAkVNRY OR COMM It ——,;———H I✓W W o�5 i��l5�rs-►_�I,��F———L- =,, �{__$- � _ SfaPCASE � �I,c�l I�-,y t�,.w�(L ; Architect C.J.'S a I6"O.C. i .•.. — — / ,::;,• FOUM PKION WALL5 WfH NO LE55 OVERLAPED 2'-0 // ' / 114AN M'0(2)I/2"rAANEtER NEW 3 g STEEL I / fac01umON I ,�,� 2�4@I6"OC.WiYl 2:6I.AGe0t1En Wxs1EEL /�/ ,,;'�' / R%UJOP,Oaf5LONGENOLM10 . EA511NO Lo f i 33 Byram Hill Road 1611\02 LAIN VE VID M0 A MINIMUM OF 7" NEW OAK DOX 5rA1RCn5E 5;8"FIRE RAiEn TYPE X'G1h5UM 2x4 a I6"O L.W!V L @ 24"O.0 5rffAaM0 C1l37ER SEE PLANS /:r�••'' / IJfo t1 E COr�REfE OR GPOUr TOUT BPAfION C A110N r oOM w,M OAK HWNDP/JI.S fo eoa�WNnER srntRcnsa I O Armonk,NY 10504 r NEW WOOD LOOK T-T-11 brb>;'?'stt.PLATE f.' FLLEP CMU'5 Ar NO MORE iKMJ COJC M VLOCK COPE DY 5rWR COMPA!JY LINEN b ~ CI'o t �—vttLVEO TO ' 6 FEEf O.C.AND YAfH14 33'TO U'Ep5 ;+:' "N"COOP IF o I I I I I VE N �AtJG Rm - Phone:(914)273-7350 CauMN nw / PINE CORNER. 12"OF EA 24"x 12"cONfNJOUS CORNER. GARAL2 001R I/2 GYFSltA OOAnn 14 R �, I I I ( I ( ANV NcW VVINnOW DafePfo /' ( corJCRErEfoonJGSVAMc> onENI r• wA1.t 5M10CEL4UG _ — — — — — — - �� JGSCARLATO@GMAIL.COM i SfEEL GOER / 144 FEM5 3"FROM EM5 �~' / :.•,, N0 COMM WNIM2A Y2x4@I6"O.C.WNt ; F.R5.0 SfE COS. CA �G7 SCHWARTZ RESIDENCE ' 10 POIP,ED CONCREiE ;; INSU.AiION Alh1145T 4"Cox FLOOR I `' FOMMON WALL WI1H 4 '� FOUiJDIM WALL ANn O � r�PLACE O � _ ' 5LW3 Yr/10:10/ FEOAR 24"O.0 R 15 enff IJSU AnON IiJ 5/8 FIRE FA1E0'111'E X'GYPSUM bxb wwM ON 5" �'L 1 0oM vi RQCALI Y AND Sn1D CAVInES 00/0 WALL5 NJD ULM E055 O I� 3 5 MEADOWLARK CEAI�IJG PLAT I &K IN C 0 1 �. 3' e"I RYE BROOK N.Y. 10573 COMPACTED HORiZONfN LY UTILITY iD01A PAfCN f ' 5/8"VIA AO GRAVEL RASE ( :i; 1411 FROM ourwe of POI!? %00 iJEW LOA: N EXISTING EXISIIJG ".' WIM VAPOR :,: 18'-5" VINYL FL X>f? FINI5•E5 to _ 2'-b"x2'-b"xl'0 OAUP 1 4'T' _. �XIStING GEf 001J� 6 MATCHA5 — J T-6CON"2'6"'-u 4 I ''' I NEW GAS PRO%WALLS J•; 4'' /�`M'N0 L3ATHJ ""'`""0°nL°`'xa5 ADDITION AND INTERIOR 6Ak5 EA D6?EcnON POOflNG5 5 VE5 I YlntEv� Vh\M.FLOOR ANnCON-elm%V \`�"—'�p��/// ALTERATIONS AND W RENOVATIONS 4-- -t, .' 01REECf VEN �LVE °tom ° Ia a Q COULt�fE MZ7 ARSO dpV- `'r fURrJACE a a WA1E8'ROOfEO IiJ COh1PLwNCE 4YIM NSW PORCH FP,05f WALLS FROM"FAN IN A CAN" ' 2020 NYSRC R406.1 WIM ONt OF — 1 Q ANiP POonNGS ;; COMMnoN AR n5 FEOU�ED FOR i BASEMENT/F O U N DAT I O N :. _ 3 3" fm LISiEV M-1HO1P51J R406.2 _ n•E COWINEP BfU RAi 165 Of&L e. I — _�iRr FLU vAM cor. rE StAr� 1— — — — lwPLwJc�sA,JD w A.coaPaJc� CONSTRUCTION PLAN 2'6 I A 3/8"PORILANn CEMENT PApC ?• I 1 COAT 51•IN.L BE APPLIED OVEF&L VAM 11 E REOU�EM�NfS Of 111r MA50tJRY FOUMPAilON51RJLE55 A MANUFKMR5 5PECIFICAt10,45 IED fliq 15 APPR 0 FOR - 2—x12'„—NnLo-5TYPICAL STEEL POST — 90 F ri�w Y— ___, , I LW Cf IfMICAiION fO MMONW. — ,' FOUNPA11ON WALL MfH n 4 CONCRETE Fo01IJG5 Wi1H(3) _,— A N D BEAM DETAIL �� I b REM 24"O.C. It f,EOA°5 5"FROM EDGES —J DRAWING NO. i . .. .. :...•, 001H\UXALLY A'J1P D A , AAA7 OoffOM MINNJJM �•C R�i�(, NOT TO SCALE - - - - - ----- - -- -- - H�I'IZOMOU R 4"FROM OUWc OF POUR 0• � �0�►�. ' 2= O 24'-6-2"° -- - BASEMENT,/FOUNDATION CONSTRUCTION PLAN SCALE: 1 4" = 1'-0' � �� i I i DOOR SCHEDULE LEGEND • i LOCATION 51ZE 19", FRA♦rt ke4V CON51R31CnON _: fo FPOM wVfH x WI6Hr LOCK hWERIAL TYPE MAgF�& 9CWPK5 Iew FouNDAPON 1 MCPEAfiON POOM am (2)1'-6"x 6'-8" PASSAa 5aV COPE MA50,\M 2 PANEL WOW 3 z"FLAT DOOR TRIM 0 EXISTING CONSTRUCTION f0 SfAY 2 RECREATION ROOM wIC 3'O"x 6'8" PA55A(k Sam COPE hV50Alt1; 2 PANEL WOW VERIFY WITH OWNER EXIsnNG f0 DEMOvin I 3 MCMAWN P,OOM LINEN CLO5rf I'-4"x 6'•8" PA55Aa Sam COPE 0W.NafE 2 PANEL WOW SCHLAGE RESIDENTIAL SOLID CORE MASONITE 4 UTILITY POOH NN-L 2'-6"x 6'-8" PASSAGE 51ML 2 PANEL MIT& fie emv SELF a051NG LOCK SET OR MDF O POOR 14UMl3ER FINISH AND STYLI' 2 PANEL DOORS 5 MPROOAA 46 HALL 2'-6"x 6'-8" LOCK 501.111 ITE 7 CORE 1M501, 2 PANEL W0017 BY OWNER PAINTED x , „ , „ NI1E W� 5 2"FLAT O WNIPO1v LETTER ; 6 DEDP,OD,+A 6 CLOSET (2>2 6 x 6-8 PASSAGE SOLID C0 MA50 Z PPJJEL BASE ELEVATION LOCATION 7 FOYER PORCH 3'0 x 6'8" LOCK B Oaf COMP051TE MISSION WOOD EXTEPIOR GFADE BOARD ^ VERIFY x i 8 FOYER COAT a05Ef (2)1'-6"x 6'-8" FA55Pa 5OL117 COM WWNIM 2 PANEL WOW WITH OWNER I 9 OATH FOYER 2'4"x 6'$" LACK 5OL117 CORE,MA5ONiTE 2 PNeI WOOD Y 10 LMiNG ROOM FOYER 2'-6"x 6'-8" Loa Sam CORE IAA50NIff 2 Pfia WOOD WARNING: i 11 LMNG ROOM cL05Ef 2'-CP'x 6'-8" PA55/a 50UPCORE MASON9 2 PML WOW //. i THESE DOCUMENTS ARE NOT j VALiD UNLESS SEALED AND 12 PANTRY ftL 2'-0"x6'-8" PA550GE 501,1000MIIA50NRff 2PA'EL WOOD DOOR AND TRIM DETAIL / I SIGNED IN INK,NO SCANS, I3 Hw l DASEMENf SfNRS z'8°x 6'-8" PASSAGE 5amca 11J1501NIiE 2 PNw l WOW l�// I REPRODUCTIONS OR COPIES ARE N 0 T TO SCALE �0/ I AUTHORIZED BY WITHOUT 14 OIN11%ROOM KIfCI•EN 3'-0"x 6'-8" SPECIN- Sam CORE MA501NIfE 2 PANEL MEf&R WOOD I-EAVY DUTY POCKET DOOR&V fWa \ / COMnOSTE FWNfl7PANL I �,/ I WRITTEN AUTHORIZATION OF , 15 M13DROOM KIrO•EN V-0"x6'-6" PA55Aa SaIDCOM MA50NIfE 2PNa wOlYJ � / EXIStING t'An0 // I JOHN G.SCARLATo R., I ARCHITECT. 16 Wvr0o,V1 GNtAa 3'O"x6'-B" LOCK 8 Oaf 51EEL 2P/la METAL FILE MV SELF CLO511N6 /// ` 14 P I FURTHERMORE; 17 OfWOOM,04 HALL 2'-8"x 6'-6" Loa IDCOM MA50MIE 2PNa w0ov I IT IS A VIOLATION OF NEW YORK 18 BEDROOA4 4 a0 t 2'0"x6'8" PA55ALt 5amC0 MA50M1E 2PN.rI WOOD FRIWdUJaOv1QdD0rY ///FPim114OLDuwivow COW051tEPLI1N65 STATE LAW FOR ANY PERSON, OPENING w11H ORA&N51ONA OPENR\vj VMH V1045I01JAL 19 WVLOAM IiAll 2'4"xb',B" Loa IOCOREMA50kJ1tE 2PNJrl WOW LU,'AXPfOMATCHVOWNG, // LUNd3EPfoMAfCH005", 1 UNLESS ACTING UNDER THE RFALATEWITHAMX.P-V/(-L1E // INSILATEMI)i MAX P-VALLE "x6"COMti051fEVEMN6DO/0`5 I.� DIRECTION OF A LICENSED DATE INSLLAnO1J FOR CAVITY / C DAff R.LATION POP.CAVITY 20 DEDPOOM u5 H&I. 2'-B"x6'-B" LOCK 5amcoe w6mnE 2P&% WOOD / I � ARCHITECT,TO ALTER IN ANY WAY SIZE NV PATCH FIJISFf:S f0/ ClMr245 EGkE55�NJD PAfLH FUJI9•ES TO I� 21 BEDRODA4#5 a05Ef (2)3'O"xb'8" PA55Afd 501mCORiNJWNITE 2PArNEI WOW PMfCHU5340/ (D 2d0 MAfCHEXiSnrNG a THESE SEALED AND SIGNED DOCUMENTS WITHOUT THE 22 WN-KQJLIWN HALL 2'-4"x6'-8" Loa Sam COREMA501J11E 2P*U WOOD / Fwli7sbq DECK EXPRESS AND CONDITIONED D LAUNDRY HW-L 2'-6"x6'-B" Loa 110 Sam CORE 2PN,EL woos / I A +110 PERMISSION OF THE ARCHITECT. 24 DEDROOM u 3 HALL 2'-8"x 6'-8" LOCK Sam CORE MAWNIIiE 2 PMEL WOOD // NJOEPSEN FVJGIOO6U-4 I // I v PA.9'-9„x 6'-11" E i 25 DEDROOM u 3 CLO5Ef (2)2'-6"x 6'-8" PASSAGE Sam COE W60NKE 2 PNNEL WOW // \ (2)1#"x WVL-I EVER-IFIM 26 BEDROOM#3 OATH 0 3 2'-4"x 6'-8" LOCK SamA501 CORE MNIfE 2 PAN OPEiJQJG EL >AIOOD /OM4046 iN O,.O WON / YdM 17IM,EN5101JAJ.; V o I 27 DAM#3 DAM 3 2'-4"x 6'-8" LOCK Sam COE MA50M 2 PANEL WOOD / LUMOER f0 MATCH EX15fiJG, F / IJSU.ATE WTH MAX.R-VALE, 28 DEDROOM'x 2 BATH it 3 2'4"x 6'-8" Loa Sam C0M FM594iC 2 PAWL WOW / I EAW6 AMA / DAff IN5LLA11ON FOP CAVITY 29 DEORODIA 02 HALL 2'-8 x 6'-8 LOCK Sam COW hV�NnE 2 PNfL WOW �NI IN OLD A'i1N17LM'SIZE NJ 7 PATCH FIN51 E5 f0 " " ///oPT:wRNG NTH D.�RNslo�lw M,ArCH EXlsn'JG � NEw oAr.FLOOR / LUMP f0 MAT EfQSTING. o CXWI45 30 BEDROOM 42 am (2)3'O"x 6'8" PA55Aa Sam COPE MA504TE 2 PANEL WOW / INSLLATE WrfH M RNALL E � �' B �`.F FLOOR DAff 114 LAnON FOR CAVITY— —,— —, I ECd 55 9 PPiAVV,!Y BEDROOM HALL 2'-8"x 6'-8" LOCK Sam CM MA50NIfE 2 PANEL wOW CX1M r5 /CAB WJG A� Ci SIZE NJIJ PATCH IN51 E5 f0 va55 B 32 FIVA RY BEDROOM wlc 2'.0"x 6'-8" SOLID CORE MA5MgIf 2 W11, M!f&&VIOW fAVY DUTY POCKET POOR AT iF411 / � CM25 MATCH EXI TIiJG (2)240 � 1 33 P<JMN;Y DEOROO,'A WRC 2'0"x 6'-8" Sam COM MA50NIfE 2 PANEL M fAl&WOW JrAVY DUTY POCKET j70OR A'.V TPJ4'K // (2)Z:O , I - FRAVE IN OLDWWOW 7/29/24 155XV POP,MCING MP PePWIT / � v OPc14%VAM 171pj!N5101JP1. / z I I I.NiMP TO MATCH EXISTING, 34 PPIhAARY DAM PRLVdV,'1'BEDROOM 2'6"x 6'-8" LOCKSO,m CORE MASGMiE 2 PANEL WOW S / 0 3'-4" I 'S i V PAMII.Y p00M INSLLAfE WITH MAX.R-VALE 39 PRLVAN DAM f0LEf ROO1A 2'-6"x 6'-B" LOCK Sam COPE MA501\11re 2 PANEL WOW (�j/ J NEW OAK FLOOR DAff QNSILAnON FOR CAVITY \ I� , o I 59 NJO PATCH FIM51'E5 f0 II'alb" 2'0„ RiF \ PR-PANJIIrA:TURGOGAS I AMTCHEXISnRNG / : �R2' ------------------------- FIMPL/a 1N5rN.LEDfo / o 7'' r-----� MNNLIFArTURERS 51"EGFICAnON5 IN / MUD R00M dceo ACCORDANCE Mini 2020 PCNYS / Ww fI.E FLOOD ,—t— N ` CW+PiER 10%001451004-6. O // y c• CXWI45 B C)YA49 ; ieW OAK FLor�R B E69!55 � s 15 � �r FRAM OLD WIND°� John G. // 7 C OPENING 1AW DWU510NN O LUVMR f0 MATCH EX15INUA, // t`I�CX1M45 3660 ---- ©�-O _____-- M/Q So i__ I N ATEWIMMAX.R-VAIN ECZ55 F1?SC. 36rB0 I� O O 0 �� -{ -�N �DA�QJSLLAnON FOR CAVITY Scarlato Jr. O36, .. .. �., ,r, 13 ; SIZE NJD PATCH FlNI51 F5 f0 v Pa FFi�AN eaK N#Mr lu OX iN• Q� 'ju HANGING P.GV �MTgi EXISTING Architect C:6 v OF rMVE UP NP,IF KIfCKN up Mo OA.P.A-5 )C(Di DN v� P 1P.Y NJD SELF / / b 5ZArc FAN/VENT 13 R 1'.(J 14 P. NEVOAK REMOVzS IN EXCESS OF _ � FL 41„ CI.OSEf / 5/8"FIRE RATED'rft x'GYP%V: v ,— -_ 9 0 z 5 33 Byram Hill Road / ^k DOA°P WL1.5&V CEILING 400 CliN31C FEET PER MdIJk1TE 5/8"FI?E RATED TYPE X'GYPSUM S y-ELVES N X 4� Md35fINY,�.L87EADJWPEP DOAP,DUNDERSfNRCASE I Armonk,NY 10504 CXM* o N i4PK*V amp $� FP1�M!waDY41hR7Orr Phone:(914)273-7350 bxb P.f.POST i EGRESS � � ti NJD Hah'ORALS r0 I;P OPEN f0 AJiOVE I •'3 0£,-., .OPENING V19M DIMEN510NN. /I• N COPEW5TNR L—3. — — — — — — J ,` 10 IUMDRfAMPHP EX15n k JGSCARLATO@GMAiL.COM 51h'd'SON A3U66S5 I 1 O N COMPANY Q I I 945LLATE WITH MAX.R-&LE FOYEp `� vnrf 1rN51LAnON FOR CAVITY W/%'VIA EPDXY % I N I DIMJG BOOM NEW pNC FL00° 8 / 1, \ WE AN%PATCH F OR C 5 f0 BOI TED to 5LA8 I I ' (3) �3� 1. I I_�4 �'�''"' �`'`''" T�" ��, 0 2 0 SC H WARTZ RESIDENCE AZEK CaUfAN FRArhE RJ OLD WWOOW t�W OAK FLOOR 5"C%'C.%AD W/ OPENIJGNAMOIMEN51ONAI 7 feW 16,60 `FZ 'V fAAfCHEX15nNG I"OU5fOKE IN 6x6/IOx10 W.IM& /2xb a 16"O.C. \ LLIV rR f0 MATCH EX15", COAT - ; o n- „ o / 11JSLLAiE6V1Mh1AX.R-VALLE FRAVe-LESS ) _ No 35 MEADOWLARK ROAD MOPMA 0,-0 ON 5 6 AVEL r � Q_A55 P CLO�t / vArr IN91ATM FOR Cnwnr � � Q LIVING p,00M c�CXW245 j ENCLO%11! _ I&BO - StuDY , EC055 RYE BROOK, N.Y. 10573 / SIZE ANJ PATCH FINISI•E5 r0 �n �' `� �`' APPROX.GPAUE I I_ �x _\ '�� j -• 1/AfCH ER05MG AA97 DOOR ' (O AS W 09 FLOOD 1 C / 2)zxl� wFl/fe I- M 4 I (2)1 x 9"LVL KAMP * �- A'z• a I-Ili _ Q ErM55 a O 12,011ADDITION AND INTERIOR 5ra\E VEINEEP -.84--III=. -'- _ _ ,- — — — — Like of C41PLEVERED 5ECOW FLOOR/0OVE — __ 6ATM 1 ALTERATIONS A N D _ —N' COM°ACTED FILL % — _ / OURiED IN PORCH POf?CH 3'- IJEW TILE 0 i ; - _ __ % aLLEsr01�PORCH FLOGR FLOOR RENOVATIONS ++40AP5a16 OC , _ HORIZ.91W. / _ —_ COMPOSITE AN COMP051TB DEM I w n 4 aN?5 12"D.C. _ `' 0OAW CELING - �4P1NC$——_ (2)2d0 (2)2x10 I VERr.W". CU0 O 6 r6 P05f5——3—)2—x0—RA-----— --- CWA45 CXNA49 EaE55 Ea55 u40AR5e32"o.C. — —————— B I 30'LORJG 1411�-IL,L4rd- V l / —_�o, __ _ _ I FIRST FLOOR 26'7" '�K^— — —__ � CONSTRUCTION PLAN New CLGPAY SEMI CLISfOM, OVr.13•EM GARAGd:DOOR • •. • %/ DRAWING NO. �S °AR, PORCH DETAIL NOT TO SCALE FIRST FLOOR CONSTRUCTION PLAN SCALE. / �F `' DOOR SCHEDULE U110N We HOOK 0 WINDOW SCHEDULE AJPER5EN 400 50-1!5-LOW E4-WIN 51N&AIEn DIVIDEP L ICH17 COLLE5-FLU IN5EGf Sc�EiJS(lM4fE)-INiERIDR HA?WVN'c t0 MAfCH EXI511W(VERY;Y IMili OVItk') LEGEND F �k NEW CON5rt LICnom u t0 FROM vim X wilair LOCK IMTRIN. iYPE MAIERIA• EEMA'.f.5 O Rouai OPE1046 r MAJUFACIURER MMR�ALIURER MOVEL n W X H =I0. U•FAGfOR S+YC NOTES �'•�"�•'�'� NEW FOUM7AilON I RECWAfiaJ ROOM CL05Ef (2)P-6"It 6'-6" PA55A2 5CtIn COIF MA50NIiE 2 PANEL WOOn 3 1"FLAT DOOR TRIM A NJnEMN 400 SERFS CXw 135 I 0.29 0.29 EGt?c55 E>aSrING CON51Kt1C1014 f0 SrAY 2 RECREMON ROOM wic 3'-0'x 6'-B" PA551a 5OL117 COEc MA50NifE 2 PAWL W009 SCHLAVERIFY WITH OWNER _ _ EI05fING tOVE REr+fOVCn 3 RECREAf101J ROOM LIlvFIJ CL05Ef 1'-A"x 6'-B" PA55ffA 5OL117 CM Mn50N11E 2 PAhEL woOD RESIDE E v NJncR�tJ 400 5ERE5 CX1M45 3�_p���4�_y��� 13 0.29 0.29 EGRE55 r --� RESIDENTIAL SOLID CORE MASONITE � d�_ps� b„ 7 0.29 0.29 •.EGRE55 G AJniF�N 400 SEP,IES CXW245 x 4'-y 4 LIMIN ROOM HA.L 2'-6"x 6'-8" PA55AGE 51EEL 2 P*91, 19% FEE P.A99 5ELF CLO51NG LOCK SET Ji OR MDF O DOOR Wktk FINISH AND STYLE 2 PANEL DOORS n AVV,1 14 400%RIE5 CXW245,-f 6'-Oa'x 4'-5 1 0.29 0.29 itun rx aA55 5 OWROOM=6 KA.L 2'-6"x 6'-B" LOCK 5OL112 CORE MA50NIrf 2 PANEL wo0v BY OWNER PAINTED 6 ROPOOM"-6 0L05Et (2)2'-6"x 6'-8" PA55Aa 5aln CM MA50NIfE 2 PM L, %voon 5"FLAT 1! NJIrcP.SEN 400 SERIES FWG 1006u-a(IJO GRILLES) I 0.�0 0.28 O WW70bVLEfiER BASE F ANDER%N 400 5EV65 FWH 31611R 3'I"x 6'-11" 1 O.�O 0.26 ELEVMIONLOCniION 7 FOY+;R PORCH -or,x 6'-8" LOCK&vaf C01WO51tE M155ION AMP EXiERIORGRArc BOARD ^ VERIFY G ANMMN 400 SE1?1:5 CW125 2'-4 78"x 2'-4 J' 1 0.29 0.29 x 8 fOYU COAf Q05Er (2)1'-6"x 6'-8" PA55Pa 5aln COM MA50NItE 2 PANEL WOOn WITH OWNER N AJJnER5EN4005rRiE5 /�oC(,tbSf 3"-o3/�`r`�3�-�.o'!Z 1 0.29 0.29 9 DAN FOYER 2'-4":6'-B" LOCKSOUn C MA50NIiE 2 PA.�CL WOOD 1 AJUERSEN 400 5eWc, C159 Y 5i g" + 0.29 0.29 fEMPEREt7 aA55 WARNING: 10 LMNG ROOM FOYER 2'-6"x 6'-B" LOCK 5aID CORE MA5ONIiE 2 PNa 'Amp THESE DOCUMENTS ARE NOT 11 LMNG ROOM CL05Ef 2'-0"x 6'-8" PA55Pa 5CtV CORE 1A50NI(E 2 PAN% WOOn DOOR AND TRIM DETAIL VALID UNLESS SEALED AND 12 PAJiRY HA.L 2'-0"x 6'•8" PA55Alk Saln CORE MA50NIfE Z PM1EL WOOD SIGNED IN INK,NO SCANS, 15 WU vASENeNr5m 2'-8"x 6'-B" P&wa 5OL117 CORE MA50NITE 2 PAJEI- +n+ow N 0 T TO SCALE REPRODUCTIONS OR COPIES ARE AUTHORIZED BY WITHOUT 14 DININIGROOM KI1CKN Y-0"x6'-B" SPECIAL 5WI7COREMA50M 2PAIEL Wf&9WOOD KAVYVUfYPOCKEf POOP AN17Wa WRITTEN AUTHORIZATION OFJOHN 15 MIU Room Prov I 5'-0"x 6'-8" PA550GE SOUR COPE M/150NIff 2 PANEL W00v G.SCARLATO JR.,ARCHITECT. FURTHERMORE; 16 NV ROOM GA'.A2 3'-O"x 6'-6" LOCK&vat 51EEL 2 PAN L MEfAL FrT MP 5ELF CLO51NG I IT 1S A VIOLATION OF NEW YORK 17 D.VROOM r"I wa.L 2'-8"x 6'-8" Loa 50UPCOFT MA50NIiE 2 PAIJ:L WOOD // I STATE LAW FOR ANY PERSON, 18 vwmtokz4 C W%f 2'-0"x6'-8" PA551a 5aIV CORE MASONIM 2PANU woos // I UNLESS ACTING UNDER THE DIRECTION OF A LICENSED 19 Ko DAN HALL 2'-4"x 6'-e" LOCK sale CORE MA50N1fE 2 PA.�, WOOn / �LL ARCHITECT,TO ALTER IN ANY WAY 20 v ow"A it NPLL 2'-8"x 6-8" LOCK 50U17CORE MA50N9 2 fteL wooD // � THESE SEALED AND SIGNED / I DOCUMENTS WITHOUT THE 21 vEDROoNI"5 CL05Ef (2)3'-O"It 6'-8" PA550a 5al17 CORE MA50NIiE 2 PAIa w00v / �r EXPRESS AND CONDITIONED 22 WALK INLIAEN Nr'LL 2'-4"x6'-B" Loa 5MInCOREMA50N11? 2PAII Woos 11'-1" PERMISSION OF THE ARCHITECT. 23 LALWZY HALL 2'-6"x 6'-8" LOCK 5aln CORE MASONIiE 2 PANL W0017 i (3)2d0 I 21r OWROOM 193 HALL 2'-B"x 6-8" LOCK 50UV CORE IWWNIiE 2 PALL WXv 'j/ O I 25 OWWOM W5 CL05ef (2)2'-6"x 6'-B" PA55AGE 50Un CORE MA50N+fE 2 PAA."-.L WOOn 26 vd7RO0N,r,5 DASH 113 2'-4"x 6'-8" LOCK 5a1nCM W60NIff 2 PMEL WODD / n1 j t� IT-72' 27 13AIM s;3 DAM it 2'-4"x 6'-B" LOCK 5a117 CORE MA50NiT 2 PANEL WOOD /// ! I 14'9" N I � C� CXw245 itune17 aA55 O 1 26 tXPROO,+A�2 DAiH'15 2'-4"x 6,-8" LOCK 50LIPCOM MA50NifE 2PAKEL LNOOD / _ 1 / (3)2x10 / VdALL WIN R-21 / / j 29 vi 7WOM t+2 Ku 2'-8"x 6'-8" LOCK 5a1n CORE MASOurE 2 W-1. WOOD // j vnir IN�1_Ina I 30,80 �At ,f ItJ SfU7 CA ltlE E StM�JING 50A',ING tUv \ �/ 30 MPROOM tt 2 CL05Ef (2)3'a'x 6'-8" PA55A2 50UP CORE MA50NIT 2 PANEL WOOD ,// ' t.'CY L.t0/. 19'-lo-o-" ' N PRIMARY VEVMOOM KALL 2'-8"x 6'-8" LOCK 5aln CORE MAWN�IM 2 PAJcL WOOD / 2 / PRIMMY f�Enr?00M % 34 -Is r - a nu , / / t4 w FPJWM LEss a 5 ER / I Kew OAK FLOOR I o. %0AU EiJr'6OW AND Mr 52 FEIMW(DEDR00M VVIC 2'-(Y x 6-8 5OL117 CORE MASOM 2 PANEL N rAL&WOOD AVY PLIN POCKEf OK AIV 1P.Aa / CWn45 COM55 O % ' 4'.6" c 3)2x10 I�'� / \ 7/25/24 15502 FOR PFICl1\G NgI9 PEPMIf 33 PRIMAPYVEMMOOM WC 2'-a'x 6'-B" 5CLID COE MA50NIiE 2 PANEL NJ fAL 8 WWol7 •EAVY 170 POCKET XOR AJn MACK / / / , I I � PR MIf,Y GAtHfZOOM i I I NEW U FLOOR 54 PRWAV DMi PRWA Y OWR00M 2'-6"x 6'-B" LOCK 50LIP CORE A1P5ONIM 2 PAJEI. WOOD // / LINE OF ' C79 � 35 PRWtA"Y DNH fOIXT ROOA1 2'-6"x 6'-8" LOCK 5OLV CORE MA50NIiE 2 PANEL W00v // - - WALL VeLON LIWN a,a 3oxB0 '=`t7 CAS Ile 01 101, 6"/ 14'-0" 1"q`'i / '41" 5'_21' ' I„ 1 42': 12'-01 2" // o G�EDP.UOM 2 I WA K IN CLO%, 33 32 AJ17 E I C / N NEwoAx FLOOR D bst; :svonK FLOOR N N I N 31 N a WA-K W CLO�'f 28 29 sue ; - I = rn�oory#� John G. 2'.p / cJ 0 __ _ N41%ROD _ HAJCd.G FM__ J I-W OAK �I7O .._-Mlv S+ELF i 1 ., -- FL 9M Scarlato Jr. E 2 27 4 3% AffIC Ph� �' WV,L New OAK aM AW � 4k Architect FL R % Pom 5fA, _ :R R'EW OAK FLOOR HAJVPA9 5 f0 COtr 80 / CM W-W NJ+RVLE - 28�80 L _ _ ;.� DY 5rA1R COlNPAJY -; ' 33 Byram Hill Road ENd'c j �'•.NEWFL fW PATH 5 V ' ' I�WOAKDOX °�S �Ot.. i aA55, � ;twwfLI!FLOOK , ; DNsrAJL'Cn`C , ,' ° ; . Armonk,NY 10504 DtJ 0 RWfH OAK i O,_4„ I 3P �. "A 510 4,�, Phone:(914)273 7350 Go7E�DY 19 HALL t3AtN _ 2 CLOSET 2 a �I 5fA 1wnEFLooR 4 , JGSCARLATO@GMAIL.COM iN COMPAJY /2,6 016 O.C. L .�f. OPEN fO RLOW / OfffWt R-2 26 25 - 3'82" - SCHWARTZ RESIDENCE vnrr w a ,, NALL 3aeo 0 NEW %IN 51tV 1VItf! 2O 2x6 a I6 O.C. r�woAKom& 1JEWoAK x 35 MEADOWLARK ROAD FRe_W9.FACTMv ; gp�p - t BALL wIN R-21 r G'El7PO0M#3 PRIMING vRIJ J PAN%, ER KM1DRnl s ro col7c � FLOOR DAff INnAnON G`PaA '., r NE5W OAK FLOOR AJD WRYER VEtJiEv% 'ROOM 23 vY SfAR CON+"AJr _ RYE BROOK, N.Y. 10573 LAI�Nt7f: �� l4'O" IN SrW CAVIfES T % - ff 0 ex FOR m NEW M FLOOR Go 2020 PLPfYS C21 f3.U'900M#5 cWoLA o1AnrER�ly,,: >R 10'- ' 22 %-I 3`"&' Iy. ° NE OAKftOM ADDITION AND INTERIOR ' LINEz OF -,- ,LJiEKf,�� _ ; M ; era " ALTERATIONS AND WALL vEL VY LINEN aoSE ; I 2 RENOVATIONS NEW OAK FL L= t i C 3)2x10 L (3)2x10 _-- -- LAVVITO -R„ I� 36x80 �U I?-e Idi+WS'1 % 16 11p( PolurO�TMW4.i' '1 (5)240 SECOND FLOOR 45— _ �„ �jVlvr OUT CONSTRUCTION PLAN n '0'MONr - �J � A.� DRAWING NO. saAq�' 0 SECOND FLOOR CONSTRUCTION PLAN VO2sasa� OR SCALE: 1/4" = 1'-0' '�`" W7.1.1(FirrFLAYN9141'. FIBERGLASS SMN[;LES IM FLAYA'.EI,IrF0FA5nQLf 51OWS,CLAY NJV CO KFffE TOLE,VEfAL POOP 51°JdCZ.E5,V3,9F,A.9MffE0 F.'OLL PDG K.51 ArE MV 9-Alf•IYr: RIDOE VENT y ON Ise SLOG FELT 51%at5.AWV 91NO E5,R'L1?051bi'FS.19-K i'aoF FM,EL5 NM PIVFO✓CLFAC 5H),W5 51MLL CC*FA'h1 f0 iIf MPIXaf 5VW)/✓:175L5fcV LEGEND. TI(o owrEP.IJFDc&AYA'ENr VAtEPIN-5 fJ:O,lJ:EV f0 COV,PI.Y VAIIH A5rM 0226.V�19y70.V4t369 Nd2 06757 9K1.VEAR A LAPEL 9"11I`z COMA L-Wa K1M It 5FANVIV DE5,"'11C4 AV,P AFPLICAOLE,1)rcc CLASSff(C t�J RVICArEV It fMF.E 1507JIC 1).LWMAY11ib PLYWOOD )f"LL De EXT.GRADE 1'SPACE FOR PLYWOOD 9HEATMNO MEW 04/CCG17N4CE VIM ME 1507.1.1(2).1F91EFLAYV!Nf 51KL M AffK}fD IN A:COWN a VAiN TAU 1507J.10). AIR FLOW OR ZIP BOARD kew CONS uflON (FOLLOW riae 1907.1.I<5)Ud�EA.Awar hfrKKaENr. MANUF � � SPECS) rrrw FOwnAnoN 0l 19 AAYA.fIf 51VU Cf Afr/QE0 VArIJ CaS 090I4-IT93FAVf M095 N A 6110 FAMN a 12¢40E5(S rWFEN WE LA15 V10t A 6-10 5POZAr 512E ROOF RAFTERS AND EN)L/F5.1f`7)ERMI&Ir 9VU CE AflA00 U%16511Ff/L G'R"nC GIP iNt5 M CM 5ME5INM A N MAVL CM DW-0 a I40r LE55"I M 10.O.C. � EA511NG C.ON5fPUCfl04 TO 5fAY MEplCM554V.LKWEAF11=550fm0rLE550VN92-&a(O.aP4P..0 9UfMfF&.FGNfI?•DN1fN/,3%CAP59KI.9%'RA1,LV1,'VAOZt-O-O%OP O.(YO m maviam atori 455 of 0E A1f517E Eva or ftA5nC CAP5 9Vl.L CE 0.055 PJ01 I}7 CM W�5t1M1 9V(L 62 FYX LE55 tiKV 00851J01 FOP RIDGE BEAM FSFY,9L�V UAfbti65AFDOCY)tlaCllFOP55'JrCr}J94W CMfl1L5.Sf/J3E59V/l[JbflE%aV?JiiCrYE(OA52189.aECMNtit9iMl A�(1p �-———� E45TIN6TOItIfMOIr17 5f/r•LE LEC69VLL tNVE ALENGaIAFFJCErA f0 rEhEa'JJE(}FTJI)CFI a>:PL1C1'9EAaftG OP.t17f LE55 aWJ�/N01 wr0 aE RDQ 9EMt)Y 24"DEYONI7 I�111;PIOP FPCE 12 Of PLATE WALL MOW fNsl E 1507.1.1(2)LC19EElAY'1ENFAcnXAOCN O DOOR NUMBEF fOC fY10f x.OffS f R011.nth IArtS VERiKJL 1112 UhFfS Ft1}710JIf/L(2i2)U'f0 f ola'LMtS .��� VECN,IilJ121DCf5Ft5F7ZONf/1.(4:12),IFJDEriAY11ZNr9VU.IRnM7lNE15MPLEDAS fai0',S:AIftYA19•P►015(PPOFIPJfJEF1AYN�NrfELfPh^ltLElf0AV�5fNflIGAfOfEAtifS. O wilvowLfflep 51A?FCJG Af aE EAV<,/V7LY sb•0K)I-N1DE SEEiSOF llAJEr1AYMENf,OVE(SAPP?JG SUCCE55NE F{'p 5iEEf519 CRy END uIV I L I 4 PJOEt 0E t Llry R it 51 f 1f E5 FEE%.DISfORIlOhS RJ RIDGE VENT DETAIL J}E Irefn.AYA2Nr 9Vu trnl:IEflfrE e.1M aE N)iIIYC>F of 9(N�ES ro max. x ELEVAiION LOCATION foR WO?SLOFfsoFrar.Irarsurs;nrs(.a112urrr5KonzoNrri(4i2)oQ0rAfEv.. 7xF LRt7EFLAY19tlr 9ftL CE OW LAYER ARLED*raI.oA'S UUF1AY1.1:14 91OLL M ifi LED N 0 T T 0 SCALE 9%aC I'MCON.P/F.UEL f0"5rAW4Fr0M aE EAW NV LAFFEV 2 W0t5.D6110M N5IN aE 114kFLAr"r%U.tVf h'IFFSEtP will aC ADa.1fY Cr of%gaE5 f0 5EAL.END LM5 AT1lC r 9%1LVE4PJOE5AV9VU.LCGmrVY6FEEF. WARNING: 19011.2 ICE VAT--5P5. THESE DOCUMENTS ARE NOT VALID PJAA5WMfFE Hit l05I9ENAK5fCW0F Of UNLESS SEALED AND SIGNED IN iNK, 1 EAVE5 U 15C45 A W94F OF WAiEP..AN ICE DAMEP SKNJ,of I FirRIEDI'M WHAV51ME5.KFA.E0aF51VW5. NO SCANS,REPRODUCTIONS OR 1AMP.N.•5i kfI2 POLL POOFM 5LA1E N40 5LAlE-TYPE%[WaE5, COPIES ARE AUTHORIZED BY wx gmE5,AV YM0%A95.at!ICE DAC UP.9111,CaMf VtVFLE55MIFV0LAYEMOfMUY104T Erw,IrEv WITHOUT WRITTEN AUTHORIZATION ( F0a1WP.,OPA5ELF•N7tfF)TYMYMUMOVF 91111.+5N51W OF JOHN G.SCARLATO JR., U siu Df U5E014 PLAN CF NOwx LFY7EELAYIIJ Nf Aw EMEW FPOM --trnr--- of LA5E5f EM5 OF/ZL Por;P 5(FYACE5 W A FONMOM55 FIRM ARCHITECT. 24 IIiC 5 61 AIM MOE tlf EXI 9.WIV.L Mle OF iFE L'iJ:p,JS: FURTHERMORE; IT IS A VIOLATION OF NEW YORK 2020 N.Y.S.B.C. U N D E R L A Y M E N T STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE AND ICE SHIELD CODE R E F R E N C E S DIRECTION OF A LICENSED N 0 T T 0 SCALE ARCHITECT,TO ALTER IN ANY WAY -��� 1 THESE SEALED AND SIGNED p a� � DOCUMENTS WITHOUT THE 2 IZ plTtltl -! EXPRESS AND CONDITIONED PERMISSION OF THE ARCHITECT. klew 911WILM PLUM1wM WfIEF PAP? or TER AND LEPDEF LEADED ICE%!W FROM EArc5 24" DEYOND IN(WOR W&L BELOW 2 t 12 a 16"O.C. 16"O.C. (see MAIL TH5 PPGE) 1uVJ A.UMUM GUTTER MID LEAI7'cP QVIC-MiuE 4oYP 1166H IZ P►A ^ AFCHFEC1 A.ROOF ( 1' o SrINaEs nhuRWulf love D b A.CH ICE S1ELD ACW515 % POOP T M I p 16(Z�l ��,rlsls✓b P ,+sru-t4 RCS 5 m VPLLEY LNDER r> :i! COFFER OR rn hEW A.UIMUM GUTTER MD LEADER N c J UW"VPLLEY o Q a ICE 5 MV ACW55 FLA511NG t0 iA3LE F" JVPUEY LNIrce d4V 19rn.2.9.2 1/25/24 155LEP FOR FRICING ANn FeRMlf COPPER OF VALLEY L1V1W N ICE 51,W7 FR 5A EAVE5 24" &111410A VALLEY MATERK Y DVOW INFERIOR WALL BEL v FLA5[NG TO Me Me MAL 1H5 PAGE) 1501.2B.2 1` V/U fY UNU.G ICE 5KELD IMEP N O a 51CLP ALP055 MEEK ENfIPE POOP V/V LEYUNDiR COPPER OP 00EPLINE 40YP ALLWMI VALLEY A?C1 C1ECIURA POOP TwOe luNlG 40Ye FLASKNG 1`0 fAGLE TR 5IB'1aE5 N A?CI•IFECn�'.ALF07r 1507.2.82 9 a ",aE5 VA LEY LINIi`VA NAVA IeW&UMUM GUrV AND LEME N o —7 QA � John G. /— nhafty-E low ICE LLD FROM EAVE5 24" AP,CH;fMb tAL POLY �, / DEYOidD INR WALL BELOW =4�Q ES `��� Scarlato Jr. / (%E DETNLETAL I'.7 iH5 FACE) 2d2 'FJ�GE � _ 2xTCii6O 12 F —FLL� -� Architect PITCH 6 ON 12 DOIh fAP.S I �-- A 10 e 16"O.C. 2d2 L J I":14"LULL Mt7a 2 12 016"O.C. icH6O1412 71PY WCH6i 12 33 Byram Hill Road Armonk,NY 10504 G '�— ARCVrir�EUPA F OF Qsa 2110 a 16"O.C. Phone:(914)273-7350 51•Wae5 °% 1`1101 6 ON 12 JGSCARLATO@GMAIL.COM N Q f1 fu 2d2 H'P Ri'M nMDEa,INE 40YR NEW Pt�MA.NFKfIlRED A(U,1 qf1,� ICE LLD AGP055 nmmq-ING low ICE%ELI7 KP•055 AWirEC11ft ROOF � S C H WA RTZ RESIDENCE CLPaAWIM HP ROOF CAP A", MCTUPA.FOOF VALLEY UIJDEF 51fl aE5 GUrrP P VALLEYV4rR CoPFEFOR 35 MEADOWLARK ROAD LEADER cOFPEROP �1 5 N LAMtNUrnv/fA% RYE BROOK N.Y. 10573 tiUM!NUh'I VALLEY �� FLASHI:G f0 fADLE FLA�iNb 10 TPDi.E °= > > 1501.2B.2 ,u p 1507.28.2r I„R)4"LVL WCE i� VALLEY LQJp%.( VALLEY LiA W MATUTA. ►!L /riAFEFU'L t� ADDITION AND INTERIOR AifALH sIFAP50N H3 H!>iCA1.c ALTERATIONS A N D � i�5 Al ALL POOP PAFIEPS f0 AifKN 5WP50N N3 HJPRICANI i WALL PLATE5 NTH APPROVED .�r T�5 AT ALL FOOF PAFTEF5 TO RENOVATIONS FA51MR5 TO 5UP50N � — 1 !CE 5i1EL17 FPD�V�EAVES 24 WALL PLA1E5 WIM APPROVED N SPEQFI'AnONS A5 FEOI ED �DiYOW 10ERIOF WALL BELOW FASTENERS f0 5(MPSON 4 DY 2020 NY5RC R802.5.2.2 5PECIPICATION5 A5 FEOU-MD e I" r 8"0 ITT <`,EE DEfAL TFESFAGE) FTiCN'—I6 C7.V!2 PITCH I6 ON I 2 x IZ @!6"O.C.L:--H I I OY 2020 W5%RBOZ.5.2.2 N Arww NCt Z6 -W2g6 FlrcHb i 12 ROOF PLAN 7p I\1ew nIV6EPl uJc low GUftER A1�D E 5 N EAVES ALUV�dU AFCHiECRVA.POOF LEPDEP AffX ED 1`0 4 a' SfA.011 rACH:D Tt• fl GUrTEP xv 5(IJaE5 H LL rn 5EAM VdA L -ICE 5HUP FROM EAW5 24" AiV&51M 50N H3 RVICMf nE5 Af PLL ROff Mr-TER5 TO N Nerk '2:A a9 Ih"O.C. - 7 1 R @ 16.11 o r BEYOW 114tep ..WA_L BELOW YJPLL PLATES VAni APPROVED r1T _ F00rL'dG PIfC116 ON 12 PITCH 6 0.412 (5a M rAL n*PACT) FA5IENEP5 TO 5WP50N 5PECIFICAWN5 A5 PEOUIREV NEW A JJIWNttum 6UrfEP,A49 LEADER DRAWING NO. DY 20201JY5FC R802.5.Z2 ICE%eLV FROMAVE E5 24" t G Aft, �VtYXNln IUTERIOk WA,L[LOVv G�ql . Me PETPf TY'5 FAV teW Z� &WIT" O � t GUr1Ee AW LEM? ROOF CONSTRUCTION PLAN ���2sasa� r� 1 P > �Op 1� SCALE: 1 4 = —0 PRE-DEMOLITION NOTES: LEGEND 1.THE OWNERS AND THEIR CONTRACTORS SHALL BE FULLY RESPONSIBLE FOR INVESTIGATING, NEWCOVStkUCnON IDENTIFYING AND ABATING ALL POTENTIALLY HARMFUL MATERIALS WITHIN THE STRUCTURE THAT MAY BE DISTURBED OR AFFECTED BY THE PROPOSED WORK,ALL REQUIREMENTS OF N.Y.S.LAWS-;'—' NEWF0tIWA1n0N AND THE REGULATIONS OF THE MUNICIPALITY OF THE PROJECT SHALL BE FOLLOWED.NO ATTEMPT IS MADE DURING OUR REVIEW TO POINT OUT ELEMENTS OF THE EXISTING CONDITIONS O EY35TD46CON5n'Lt'r10NrO5fAY ' THAT MAY REQUIRE ABATEMENT.THIS STATEMENT PERTAINS TO ASBESTOS AND LEAD,BUT IS NOT r _ —1 eYbM6fOeE Mhti0vl:t7 LIMITED THERETO.IN ADDITION,ALL CONTRACTORS THAT WORK ON THIS PROJECT MUST _ 1 COMPLY WITH THE EPA LEAD LAW WHICH TOOK EFFECT IN APRIL 2010. O 1700e Nurt1eR 2.CONTRACTOR IS RESPONSIBLE FOR ALL HAZARDOUS MATERIAL TESTS THAT SHALL BE REQUIRED BY THE BUILDING,MUNICIPAL DOB,OR NYS LAW.SUCH TEST SHALL BE DONE BY AN APPROVED, 0 LICENSED AND INSURED COMPANY AND SIGNED OFF BY THE BUILDING AND DOB PRIOR TO ANY x w>;\vOvrLEf>EP DEMOLITION. ELEvnnora LocAnoN 3.ALL DIMENSIONS ARE FINISH FACE TO FINISH FACE UNLESS OTHERWISE NOTED. "� I 4.ALL EXISTING WALLS TO REMAIN,OR ALL WALLS AFFECTED BY DEMOLITION OR NEW CONSTRUCTION TO BE PATCHED.PROVIDE CORNER BEADS WHERE REQUIRED;TAPE AND SPACKLE,PREPARED TO ACCEPT NEW FINISH.ALWAYS USE DIMENSIONS AS SHOWN,DRAWINGS WARNING: ARE NOT TO BE SCALED. THESE DOCUMENTS ARE NOT VALID UNLESS SEALED AND 5.BEFORE PROCEEDING WITH WORK,EACH CONTRACTOR AND SUB-CONTRACTOR SHALL SIGNED IN INK,NO SCANS, THOROUGHLY EXAMINE THE EXISTING CONDITIONS AT THE PROJECT SITE TO ASSURE THAT THE SCOPE OF WORK CAN PROCEED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. REPRODUCTIONS OR COPIES ARE AUTHORIZED BY WITHOUT 6.PRIOR TO THE START OF REMOVAL/DEMOLITION,PROVIDE TEMPORARY DUST PROTECTION WRITTEN AUTHORIZATION OF BETWEEN AREAS DESIGNATED FOR REMOVAL AND EXISTING TO REMAIN.PROVIDE TEMPORARY JOHN G.SCARLATO JR., DUST PROTECTION ON A CONTINUOUS BASIS FOR THE DURATION OF DEMOLITION OPERATIONS. ARCHITECT. I MINIMUM 6 MIL POLYETHYLENE SHEET SEALED WITH DUCT TAPE AS REQUIRED. FURTHERMORE; i 7.PROVIDE PROPER SHORE SUPPORTS PRIOR TO THE CUTTING AND OPENING OF EXISTING IT IS A VIOLATION OF NEW ! WALLS,FLOORS AND ROOF.RELOCATE/RE-ROUTE EXISTING PIPES,CONDUITS,INTERFERING WITH YORK STATE LAW FOR ANY NEW OPENINGS. PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER IN ANY WAY THESE SEALED AND SIGNED DOCUMENTS WITHOUT THE ' EXPRESS AND CONDITIONED PERMISSION OF THE ARCHITECT. I i fill 1111 Illl 1111 lip fill —_�---------------- 7/25/24 15w ror,rnctw(A ANtg pl ruf �1i1 I W YM MY AW OPEN 1AIALL 1ii1 ( I FORKewwjw0W5 Mwvf U a05f REMOVE III Wr FAMILY p001A I L— OPEN W&LI I u I ,f i ll REhIO�rl r—--ti aff PIJMApY r-mooM wroQN I I 1 WALL I ! I RE I;MOV 1 ---J PEh10VE i ------ ------------'^'------ r- J L J _— r r—-11 a05Er i II r----- Js v/w I i II II II REh�OVEliil j r I I I L._�r II11 YAWOW 1111 1111 John G rr / vrrLt I I -I`-, cAr�lr�s I I I I 1111 its i KNOW _n W&L I _ Wr KlfCrCN I I I I Rrnrov�IIIII IIIII � Cauouuvac� PEh10VE Prr r IIIIIi IIIII TII TII=I III T-a�wh i a ot HPIIN EIo e w WAL - -�—��I I Scarlato Jr.a05Ef ffmovEj JJ WAL Glf GINNG ROM I LA3Nr5I I pPMAY 111 1I VOOM ArchitectaiiiiDOOR M�',OOM L---sr _ aos:r !1 33 Byram Hill Road 11YOVE �rl�II IGJ LNN IcAoNs _ Armonk,NY 10504 `___= �L `—____wwc cautiw P450?Y Phone:(914)273-7350 ------ - -------_-- JGSCARLATO GMAIL.COM---------.--------------------- - R WN70W OeNA ?ni GLf H,,3AH f1WAFER REaO II w SCHWARTZ RESIDENCE I ALL � L REMOVAkVVGM5f6jr LIN..... 0.05,Fr&V ___' 35 MEADOWLARK ROAD r I -- _- —_ CE�dr ��;�� - - - - _--_ _ r� I L- allf I.In�EN J I l -_��r----~� . HOOP — — � — — oPENwML i'1�REN,ovEI —___— Irrr,OVE/-;I REhtiovE RYE BROOK, N.Y. 10573 Oc, REn�ovE FOR New /MMM a05Er I r RiMOVE ,I I a0�r I) ar�rnrc n E a05Er D0C1Rs r T _ I I aosEr I I �� _ _ =C err REN n II in11I inl 1i 1i111l wmINm7oOvAE' ADDITION AND INTER IOR ' EroM.vowAar Gr LIVNa?OOM fill FOLIWAPON FOP WALL WAR "II ALTERATIONS AND air FOYERW& our EGP00M 3 UI RENOVATIONS avrl ?OOM#2 ------•----- WAL II II �-� cA8lNvrs I I i' II I I I I I I 1 II GRrER II� �� � + � ___ 1z—, r3cGMWwoom 4 PEh�OVE I I/ III I I I I f 11l rgFRO ____= w," j__ _ _ 1111�N DEMOLITION PLANS 1I1E -----= ====-======= =====- I I fill WAU. k>�ADVE\ eNOVE—— — — — — OPEN WAr L FOR I I i i i 111ATWO✓V = Ex1519.6 WIN FRO O noon (I DRIa WCAJON I I >�►rovE I I I I ( k'EMGVE I I REr� E>asnNG ==-=_WM70w---- DRAWING NO. s 0 c_ FIRST FLOOR DEMOLITION PLAN FIRST FLOOR DEMOLITION PLAN �q 0 A�9 • — SCALE: 1 4" = 1'-0' °FMB' SCALE. 1 4 — 1 0 / WARNING: OTE: THESE DOCUMENTS ARE NOT VALID PER 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTIONS R314-315 AND SEALED AND SIGNED IN INK,,NO SCANS, ELECTRICAL LEGEND AS r Smoke Carbon Monoxide Alarm Model 906-CUAR 2020 FIRE CODE OF NEW YORK STATE SECTION 915,THIS PROJECT WILL REPRODUCTIONS OR COPIES ARE AUTHORIZED REQUIRE FULL COMPLIANCE WITH SMOKE AND CARBON MONOXIDE AND HEAT BY WITHOUT WRITTEN AUTHORIZATION OF JOHN KeWVECOEASWrCH i DETECTORS THROUGHOUT THE HOUSE INCLUDING AREAS NOT DEPICTED OUTSIDE (5hlae Fae fO P&TI-WAY t6 PIWJWW) OF THE MAIN SCOPE OF WORK. G.SCARLATO JR.,ARCHITECT. $n i,EWVECOEAVitflhEl?%MrOi The casiibinnbon alnhn shall wain at dang4 using a plemeleclrlc Isorn that FURTHERMORE; Installation Of Alarm INCLUDED AREAS ARE GENERALLY,ALL BEDROOMS AND ADJACENT HALLWAYS The combination a•-aim should Ue Installed to cornply Mir all local codes fa rated rl vo decib=fs al IO feet.For a ps ir>shcl lt,thee.[o t(Iasi bet WITHIN 10 FEET OF BEDROOMS,ON EACH LEVEL OF HOME INCLUDING BASEMENTS IT IS A VIOLATION OF NEW YORK STATE LAW FOR 4P IJEWVECGI'AEcCEPfALLE the ropelWve n,arulttr—hun(411ari beops a stiart p rUse.lour(•1}ISst beeps ANY PERSON UNLESS ACTING UNDER THE I,aNnglUrtsdlutantn your area./lrtldo7b0o1 the fVallonol Electric Code and AND HABITABLE ATTICS, WITHIN THREE FEET OF BATHROOMS. NFPA 72 tAalie eoMaln an alarms o,¢vrr:sd 10 a s''le,eontirruou:t iron• in a Smoke rnddenL the hoth all Sound Bt the repetltive manner—Uuec(3) r � iJEW IJECG7.A G!?O�iBJC1 F/iLf Qi7Q11f UJiEi�llPf i�CEPfAQ.E t AS PER R2020 RESIDENTIAL CODE OF NEW YORK STATE APPENDIX J, AND THE GFCI Ireeps,apwsc,thtae(3)beeps.The unit shall lnco:potale four('t),�D�n DIRECTION OF A LICENSED ARCHITECT TO I stnitdted)power line,which,a not prateded W n ground lauli Inteuuptar. CLASSIFICATION OF WORK THE DETECTORS MAY BE BATTERY OPERATED WHERE ' A maximum of1000n.ofwite can betnedInthetrtlerconnensystemUse geenLEDveil In sleadyer when o a.AleI;LED presen a hOhAish evavyGO CEILING FINISHES ARE NOT BEING REMOVED TO EXPOSE THE FRAMING, AND ONLY ALTER IN ANY WAY THESE SEALED AND SIGNED ��el i`EW���FlufCI�ClllfINii�R'ft'CCEPiPLI� i st-mda,d UL Icted househatd tv to(18 gauge or Insger an wequlied by local seconds when to ttl�battery only asorte.A red LED►riA hash dice of IKice codas). every15secondstokidcalesmokeorCbalarmmcnimV.andviolllas•lIn NEED BE HARDWIRED WHERE THERE IS ACCESS TO AN UNFINISHED ATTIC FOR (SNOINIJASGEMtM7fKOFCODL�EQU�NiNf) DOCUMENTS WITHOUT THE EXPRESS AND unison Milt thesour,de,f:allem.Art amber LED Iriftates Iauft condhions. WIRING. 4 ifW MCORA0U4V MaPtAU.E :n Industry experts recomendspecific locations tar smakealarms.such as CONDITIONED PERMISSION OF THE ARCHITECT. every level and sleeping area of the d•velling.They also recommend n CO The will shag biclude Ine Husti,�feature Thal silences n smoke alarm for alarm be installed ch each level at rile home—ideally an ally level will fwe approondlely E-10 rnhrutas It a nuisance alarm condition oc itrs The md, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THE DETECTORS ARE fJEWPHO OUR-ET alambuir ny apstaled and outside of IlisFea home Ing rill idealls. a User Iuvel loll 1utU,er LED on Via claim vial flash etloy 2 Seconds vvhue In Hush""and lha will will TO CODE BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. ry NEW N CM I!GUILbf intorrnallon oulomallcal y ieso Itself. The urvt sliau niso indicate n low batiery t coming utirizhig a briar alarm 0 NEW(Al'6 f*IERI f PORT GUiLEf chap.The and sliar at a minlmurn meet the appiopilate mcitArements of UL W REi�55W LEV VOWN LIQif 1 Architectural and Engineering 2034,UL 217•IQFPA 72.The 51nie at CnUloinla Re Maishal.NFFA 10110ne 0 i y"%">E aAFFEL Specifications and two family d.vell,ngs),Fedgial Houtyng AuthoAty IF'.•fA)_Houoing and 0 i4EW LEV UN9EE-Urfa LIG6tr PUCK 0?5fl IP thban Dmelopfnent IHI)D),It shall also include a 10-yew monutaduter s The combinnUou sntoke andcaitton monoxide nlrum!,tell be Kldde Model VEEfFY W1f1iaw-2 i Invited i•rarranty. 900-CUAR or appicived equal.It shall be par ered by 120VAC,GOHt s cuice NEW MCE5%V WfIfE VOWN LI(,tHr l villh hva(2)AA backup batletfes.The temperature operoCng m �rtde shall be n O y"BAFFLE VA111LEN5 i WAR N I N Gc 1n�c aru0u:r to etrenda:r tau use nt i.•r<loo,rr-�Uat fotozs co./.' not t I-t hymen 407 and 100-F(`L4'C and 37.87C.]rind the hunlidity tst,eroung tinge deciy0d to mmurP coMTanc,l ivin Occuuctruna'Sutab'and Hadth.110 inlebutlon shall be 110%-95*4 ietoUve humid ty.non-condemIng 105t"ccvfimactord;nJrru•hlVunct_-wL I d wvfre is cv;,lp:eft to ti-pprawn O WiMV 909 MIEC1101? The urdtshall Incarpatate a photbelecuic smoke sansor with nominal xid.ridw*k horn ccurr erroct of cmaat 6t4nn de a(posum if colt not tuay srrheguaru nsGhny of 174 a1-0.78`�/ll 095 The CO sehiw;hall lx of nn itCnfrtrn`fi w,tit txl�J5c medcatcar,dnrani se itM r�1t Qt COtuw7 u Med131r�fdU/rb it'll I t ylrWilt;'iti:h irtcrrcarwahs au rrtu)'ctlarder UO'.7tountufg L4rices walctr tt'uvldc © WMI2 CAW4 MONOXIPE MIECfOE elecho_lientrnl design and shall meet.the sumillAly reciubements of oxi ors a,:d ilwaf!:;pmts tar comon inaomMe mneentmrans unc4r30 ppm Undarrnllers Laboralodes UL2034 Sfngty and MuIUVe Station Carbon 0 ' sc W W 5MG9/CARDOW MON(AIM CO&W VCTCfOE Mon Wde Aland-The unit:d)oll quality for UL-approvad warding on Ilia package:1%kirkfs r.1os'Accurate Carbon MonoAde Alarrri'l. Technical Specifications O Wi13 V FEAf VEfECfOi? ;tie combindbon alarm con be Installed on Uia surface of any wall cx ceiling Model' 900-CUAR foilnvving the UUNFPA.4vlanulanurat's rriconimended placentenl ouiWoll:ws. Power Source: L'OVAG.GOHz 42rnA max per olarnl, QO VAI'MEy OPE- OKE 00 5M /CAMOiJ MOKOXM The nfarnl can be installed an any standard single gang electrint boti up to a COMDO VETECfOE 4-aciagon lanction bat The electrical connection Ila the ararm)shalt be made 2 AA battery backup vdlh n plup-h conheetot Smoke Sensor. Photoelectric JIRJCiION WX FOE LlCaif FIXi a I A maxmum of 24 Kidde devices can be biiercaviecl,?d In a multiple CO Sensor. 13edrocliemtcal station wrangement-The interconnect system must not exceed ate NFPA WALL 5CONe JLNC110N 007( Audlo Warm: e5de at for 1 INational Fire Protection Associationl9ntltal IS Inidaling devices,of tvldch 12 can de snroku ulairris With 18 InwUria de-Aces(smoke,heal CO,etc), Temperature Range: 40'F(4,4•C)to 100•F(37.8'C) EX15111\16 PA110 Q WALL Llair,UWTION OOX Intwconmct_•d,It is sU I po3s ble to hlerconnect G strobe I ghts and or Humlolty Ranget 10'X-05%relative humlddy,nD%clartdenahsy relay medJles.This alarm Is not designed to be lmstconnected vAth othet Sze: 4.95"in dlnmeter x 1.93-depth manulbtiLner•s ptoducts,unless otherwise soedfied. O @ CEIL�JG FAN WINFOMW.I M110N 130X The atmnr srsall include a lest butlm Ihet wil viecnonicall/simulate the Weight: O ri50 lb presence of smoke and CO and cause the unit to go Into bath modes of wring: Quick connect with plglatls I i alarm.This sacluence tests ilia uhit's electronics to enswe proper opernllon. Interconnect;: Up to 24 IOdde devices(of which 18 can be Initialing) The COsemor vvl2 not alaim to levels of CO below 30 ppm and vdlf alarm in Warranty: 10 year limited lballartes excluded) 3.13 AMENDMENTS TO SECTION R404.1 i the following timw range when exposed to Ilia correspond,no Ieves of CO_ _ — — — — — — I LIGHTING EQUIPMENT(MANDATORY) ' Replacement batteries: Energizer E91.Gold Peak W.Golden PovxT klEW MCK AWVE 70 ppm CO Concentratiorr,60—240 minutes GLRGA Replocemetk balletles ore available whete R404.1 LIGHTING EQUIPMENT(MANDATORY).NOT LESS 150 ppm CO Concentration:10—50 minutes you purdtasc'd this araint Note:Do not use _ _ THAN 90 PERCENT OF THE PERMANENTLY INSTALLED 400 ppm CO CantentraUoru 4—is minutes ifllttum batteries to fttis unfL I LIGHTING FIXTURES SHALL USE LAMPS WITH AN EFFICACY 'C.ratrar+vnlhp Ill b+trJn•irna.J.ntatrr rer uury try:.—�r OF AT LEAST 65 LUMEN5 PER WATT OR HAVE A TOTAL LUMTNAIRE EFFICACY OF AT LEAST 45 LUMENS PEP.WATT. R40411 LIGHTING EQUIPMENT(MANDATORY FUEL GAS ; LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS. i EX1511%EATING /VGA ADOVE EXb11NG PA110 7/25/24 1551917 FOR P201YA ANI2 pEl?Mlf i i MCMA1101\1 ROOM IN John G. .......... .......... '— Scarlato Jr. / ao5�f AFcI Architect. / �•�� / :a•: RECREATION ROOM / T T T 7—1 ao5yf 33 Byrom Hill Road LINEN t l Armonk,NY 10504 n0<� Phone:(914)273-7350 ?: L111J — — — -- — - V. J —i JGSCARLATO@GMAIL.COM AFcI —— �. I J•+ O .rr• "�f,�.� I SCHWARTZ RESIDENCE I ti ( nW&IK 05;1 35 MEADOWLARK ROAD 1111 M EXI511KU RYE BROOK, N.Y. 10573 ��i: I EXISTING M12900M#6 —— J NEW GAWAe FR05f W&L5 s~ HO0 r>Q f3A1H --� F00fING5 WA' I I ANVCONIL'eg �/0 � 1; ADDITION AND INTERIOR I I ALTERATIONS AND I I V�EcrvcNr RENOVATIONS I .•`. I FI�PCE New PORCH FR05f W L5 I I *V roonwG5 I f: I I- - - - - - - - - - - - - - REFLECTED CEILING/ I I I t,; - - - -- - -- --- - - - - - -� ,:, I ELECTRIC PLANS .•,•r'r.••t: t,�. " i� r t'•l• �1.�.w';';•,:..�:'.rw•��.1;4 ' :.i..�.' v,i ,+ ��.• .r. .� DRAWING NO. L ------ - - -- - - -- - - � BA FIRST FLOOR REFLECTED CEILIN(3Z ELECTRIC PLAN �� �2s28o•, ��- SCALE: 1/4 31 = 1'-0) OFNeON WARNING: NOTE: THESE DOCUMENTS ARE NOT VALID UNLESS ELECTRICAL LEGEND AS PER 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTIONS R314-315 AND SEALED AND SIGNED IN INK,NO SCANS, No 2020 FIRE CODE OF NEW YORK STATE SECTION 915,THIS PROJECT WILL REPRODUCTIONS OR COPIES ARE AUTHORIZED / REQUIRE FULL COMPLIANCE WITH SMOKE AND CARBON MONOXIDE AND HEAT BY WITHOUT WRITTEN AUTHORIZATION OF JOHN WWlr"ECOP.ASYW 0i DETECTORS THROUGHOUT THE HOUSE INCLUDING AREAS NOT DEPICTED OUTSIDE (5vaePaefOMU l-wAYA517V"go / OF THE MAIN SCOPE OF WORK. G.SCARLATO JR.,ARCHITECT. $n NEW nEcoPAnuW9rSwrGi / INCLUDED AREAS ARE GENERALLY,ALL BEDROOMS AND ADJACENT HALLWAYS FURTHERMORE; WITHIN 10 FEET OF BEDROOMS,ON EACH LEVEL OF HOME INCLUDING BASEMENTS IT IS A VIOLATION OF NEW YORK STATE LAW FOR 41, WWMCOP.API!CWf/a.E AND HABITABLE ATTICS,WITHIN THREE FEET OF BATHROOMS. ANY PERSON,UNLESS ACTING UNDER THE 0aa wwr ccmczLiwFAtfcPcurIWV"fMaPrKt.e / AS PER R2020 RESIDENTIAL CODE OF NEW YORK STATE APPENDIX J,AND THE DIRECTION OF A LICENSED ARCHITECT,TO C Uaif CLASSIFICATION OF WORK THE DETECTORS MAY BE BATTERY OPERATED WHERE O NEW MCO A/J'CF/ItLfC6'CUf11JIEl'r�1Pf�CE!"WaE 0 w/LENS CEILING FINISHES ARE NOT BEING REMOVED TO EXPOSE THE FRAMING,AND ONLY ALTER IN ANY WAY THESE SEALED AND SIGNED �yCl \ / NEED BE HARDWIRED WHERE THERE IS ACCESS TO AN UNFINISHED ATTIC FOR c51YJt corA yviearrpR Of rDE 4tnziMENn �0 .LIO WIRING. DOCUMENTS WITHOUT THE EXPRESS AND PPJMAGY DEDROOM EVEk7ox w/LEi CONDITIONED PERMISSION OF THE ARCHITECT. rJEvrnECOPA(xfnnrCEPrAaE Ii IfEf3�Ef.ve VrNt1NG IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THE DETECTORS ARE 0 rJEWPNOtJE OimEt / TO CODE BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. iV NEWiVCAIa.I.Eoull f Yra L p aolrJr PRIM/IRY Wi 000M rN / � t;XTEJ?I� � tJGyJ CM 6 E1F•EllEf PORf fL t O " it 55En LEn nCN1M LIL31f 9 0 G G O NEW EnDLP17El?-CAD L&S,PI1CK OR 5mr 4YAL1 ry' `•;e VCMFY Willio1MtEl? / MOUfJf o new ffCE55En ni-IfE nowt)LlCttir / PJ cl O 5"DAr-U WIiNLEN5 5 V I[7 5thM IXTECTOP -———————— 5 / - WIRP CAMON taowwc lrcfecfot? C29�01?00M;T 2 1 W&K IN a05Ef I O WirrV SMOKE/CAMION 1t1olJ00rc COMOO VE1ECTCV Ltd ' I ; O 4y1QCn IEAf ncfECfOR WALK IN CL05ef I ' / 0 i (3EI7ROOM#4 UJ511Nr PA110 OD CO E 0KIZAt7 5MCU/U/OaJ M01,10APE / I G�ELOW i MCI ---------- ,1WTI01J DOX FCC Llair FIXTM EXTEM01? C�C ►may WALL 5coNCE 1INC110N WX (� >rNn I O AfT1C O WA( t¢" , N/AI L Llaif lUt�'C110U DOX ,/ MOISJf d - 0'!�'N 5tA1�5 nFcl E dI'E)da / i cEarJG FnrJ FEINFoFICEn JUJCTION Dox ' W/LENS WWA Wa W&a NEW COMP054E GS21 ' I o I O HALL l3A XrE CL091 CI 17GCK 3.13 AMENDMENTS TO SECTION R404.1 LIGHTING EQUIPMENT(MANDATORY) / I ' '0 G 9404.1 LIGHTING EQUIPMENT(MANDATOPY).NOT LESS 0 En THAN 90 PERCENT OF THE PERMANENTLY INSTALLED L45Ef OPEN f0 7CLOW . I x LIGHTING FIXTURES SHALL USE LAMPS WITH AN Er"FICACY I LU / ' .41 0 w.l AL AP CI / �; UMINAI E EFFICACY OF AT LEAST 45 UMEN5 PER0 W OF AT LEAST 65 LUMENS PEP,WATT OR HAVE A WATT. R404.1.1 LIGHTING EQUIPMENT(MANDATORY).FUEL GAS ' W E LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY IfJTEkIJEf s+x, L I, py POOM t� ' 13URMNG PILOT LIGHTS. / - eA G/aA � WALL iv' ` .G MOUNT RPROOM#5 0 I / I ©NfE JEf LINEN a05ef' 1 a r I 7/25/24 1551119 FOR PRICING M19 PI:FMlf �► G I r I WALL 00 CI , / I i+0i ll' I tam ,y ILEV FAMILY ROOM CI WN L tv fzo �F wrew fl'+e I C EF ------ ---- SECOND FLOOR REFLECTED CEILING ELECTRIC PLAN MW s r t r .DOM Mho , SCALE: 1/4 = 1 —0 , ' 610/A-CI q��n-. KMf N C - ' ' John G s A UtJnEr? uVer U.-ver Lvov Li Mk' _.SmokeCarbon Monoxide Alarm .,, c © r f Scarlato Jr. 6D Lp G_ _ O Q S o _41_a ® Architect. Installation of Alarm -- The cornbbialion atnmtsilaa�vainat demean using o pleLoeledrk Itomthal / O P{�ViPY The combinaben atarm should be InslnilM to comply with nil local code's is rated at 85 decibels al 10 feel.For a CO.incidortl,the Irorrl vill sound in M having jurisdiction in your area.Article 760 of the National ElecbncCode,and I,'te repatplve manrier-four(4)fast beeps.a short pause.four(4)fast beeps. Cl CL05Ef 33 Byram Hill Road 14FPA 72 Make c,rfaln an alarms are tired to n single,continuous non• In a Smoke incident.the hoin watt sound In file repetitive in, -Iluee(31I Tg ( beeps,a pnuse,three 13)beeps.The unit shall bncapomte four(dj LEDs.A , Armonk,NY 10504 swlfdted)pourer IMe.Kiti:h is not protected fsY a ground laullrnlerrupler. Been LED tv a be steady at when AC pave,•is present or clash every GO Amarlmwmal1000h.olwirecanbeusedbifhelntercorrnertsystemuse Phone:(914)273-7350 simrclard LA listed IiausbltaW tvlre(18 gauge at lamer as rcquirad by lent seconds when In ilia battery only niode.A red LED van flash once of[voiceuvely di IS seconds to indicate smoke or CO alarm memory,and vial flash In > JGSCARLATO@G MAI L.C OM codes). unison vegh Inv sounder pattern An act-ei LED irtdkates faun coitdlrans. hrduslry expects recommend specific local ens far srt re.c alarms,such as Trio urol sitall include tire Hush"'lealure that sterlces n smoke alarm for every to it and sleaprng area of the d.v ante They also recommend a fuel opproximtulel;8_10 minutes it a nuisance charm condition occurs.the red alarm be iminUad at eoc)t Level o!the Matte—ideally an arty level wills loaf buming aap5a ict-s and ouisido of sleeping nreas.Sec User Gtrlde for further LtD on die alarni ml flash nvely 2 seconds vrtttte in Hush""and the unil okra (71NjNr R FQyer, 0 S C H WA RTZ RESIDENCE informallott nuforniui illy laser Itself. The unit nF s oil indicate o low battery appropriate ateieci a briefolorm 01 35 MEADOWLARK ROAD chirp.The unr shag at n minimum meet the opproprlale regkaramohls of UL / Architectural and Engineering 2034.UL217,NFPA72.TheSizieal California FroMaishal.NFpA101(0.v / COAT Specifications and[vafamlydwoMigs),FederalHousingAdthority(F4AI.Nodsingand I;f'Imor a SEf I LNW(APOM RYE BROOK, N.Y. 10573 Urban Development jHUD),It small also include a 10-year manuincturer's Tice comblrutUon srttoke and ctuban monoxide afnmt Shan be Kldde Model � /51UDY 900•CUAR or approved equal.It shall be pavrvred by 120VAC.G0H bilked vranranty2 scurce act nv WN.L tvlth hie(2)AA I>ickup balWrie;.The tempeFalure operating range shall be A WARNING I ZIA if I IMOI1Nf h-ween 40'F and 1007{.lA'C and 37TCI and rite laoffiit ity oacrnting range QINiE f ADDITION AND INTERIOR shall be ION-•9%relativehumidly,non•condensing. NSHNcwniravotcrrrxiusD.lfslancicvut this drrkeitrhslenorrfo1mpprorect x � LI n�,.clan%uanccutoertpUiutcureenAftnuadrarposuie mm�otAi srdcouou N CEILING ALTERATIONS AND Tho urdtslta0 Incorporate a pttoloelectric Smoke sense Ara[nominal t?' / •,��1t��RJf � � 5 E iE hall+WAl it Ur spaecfe aleakwCnitdwons.rtm rfuubt Carlson a mcataerryr:aeU•ner sensllhnty of 124 al-0.1811i085 The CO sensor shall be of ran CN Frsr.,tluolS 1Wih medicl pY tutrints rtwy rdrrdt:r utlrr�wunnrty tdericet wrrkh rnovrdo RENOVATIONS efecbo:hendcal design and shall meellhesemlIIAiyrpiaulremenIual rwtuacro>ssirsrdgnutrlorccnnorraiataodreaxenaerucsurtchrJopp�n. Undenirhers Laboratories UL20341 Virgin and Multiple Station Carboni ,iTC.Limn ,RFC.Llaif P u WC.Llaif ` l4onaAdoNarms.Tha unit shaliquolly lot LIL•approvadViardfngonfile Technical Specifications / r/LEIJS /LENS W/LENS \ package:'bttarIds Moll Accurate Carbon Monoxide Alnrm". The combination oWim can be IrAlolltd on Uto surface of any wall u calling Modell 900.CUAR / IoUetving Use U04MVManufaelurer's recommended placement ouidefinw. Power soumv; 120VAC.60Hz 42mA max per ulantt, / The Ail ml can be installed oily any slandmrd single gang efectfi of box,up to a a REFLECTED CEILING/'"OCUI on unction box The etecitfcal corotection to lhu nfarm shall be made REFLECTED/It battery backup 1 with n plug-In caruicclor. Smoke Sensor. Phataele We / A maximum of 24 Kldde drrvkes can ba tntaicattttucfad In a miullple CO Sensor Ecchochamlcal OF ELECTRIC PLANS slalion arrangement The inwicoitnact system must not uxeed 0te NFPA Au ft Alarm: ME all ion 61`0 (National File Pkalectlati As%odalian)lint t at 18 hilaUng dev►cos,oft IWI 12 can be wnoke alarms.With 18 tnniating devices Isntoke,heat CO,etc). Temperature Range: •10'F(4.4'C)to 100'F(37.8'C) interconnected.It is sU7 passible fo'nfermrmed G strobe llghls and or Humidity Range: 1041-9511.relative humidity.noncoridensing relay modules.This alarm)s not designed to be mlarconnected vilth other Size: 4 95"In drnmater x 193"depth manulaclurer's products.unless otherwise spedlied Weight: 0 C-50 Ib x DRAWING NO. The alarm uhall indude it IGst butim that vAtl elucliOnlcail j.sirnula1:t Ule -' Fvesence of smoke and CO and cause ilia unit to go info bath modes of wring: CIUxk connect plug with piginds S4 `p� aQp� / afnim.This sncittence toils Ute urta's elocirohics to ensure proper opernUon. Interconnects; Up to-74 f0dde demelces(of Wilch 18 can be Inittillno) The CO sensor vil l not alarm to levels of CO be ovi 30 opm and will eta=in Warranty: 10 yenr limCod(batteries excluded) 2 O Lha icrfowL•ig Unto range when exposed to tha corresponding favels of CO. Replacement batteries; 6tagiter£91 Gold Peak 15A,Golden povrH 70 ppm CO Concentration:60—240 minutes GLRGA.Replacement balterlikr are available tvhare 150 ppm CO Cahcentrationi 10—50 minutes you purchasad this mtamt Nor&.Do nor use 400 ppm CO Cencentrationi 4—15 minutes Wdum baffertes In this unlit PaE FIRST FLOOR REFLECTED CEILING �215280', t�, ELECTRIC PLAN . �� �k- . t"r zi—trveu byA&toad u-,emxrunarrrr rrnmind troxg L10ir SCALE: 1/4)I = 1'—0' �OF� TABLE R507.3.1 ABLE R607.5 TABLE R507.6 2020 RESIDENTIAL CODE TNLENGTHSa- SECTION R507 MINIMUM FOOTING SIZE FOR DECKS DECK BEAM SPAN LENGTHSL°•a(test-inches) DECK JOIST SPANS FOR COMMON LUMBER SPECIES(ft.•In.) EXTERIOR DECKS LIVE OR LOAD BEARING VALUE OF SOILS,c(psi) DECK JOIST SPAN LESS THAN OR EQUAL T0: ALLOWABLE JOIST SPAN' MAXIMUM CANTILEVER° R507.I Decks.Wood-framed decks shall be in accordance GROUND TRIBUTARY 1500• 2000• 2500• a 3000• OF NEW YO R K STATE SNOW AREA SPECIES' SIZE° (fool) SIZE SPACING SPACING OF DECK JOISTS with this section.For decks using materials and conditions LOAD* (sq.ft.) Side of o Diameter of a Thickness Side of a Diameter of o Thickness Side of a Diameter of o Thickness Side of a Diameter of o Thickness a a 10 12 14 16 18 SPECIES' OF DECK JOISTS WITH CANTILEVERS' g (Psi square footing round fooling (inches) squaro footing round looting ranches) square tooling round footing ((ratios) square footing round footing (inches) Caches) not prescribed in this section,refer to Section R301. (Inches) (inches) (Inchos) Onches) (inches) (nches) Ouches) (Inches) (Inches) I-2 x 6 4-II 4-0 3-7 3-3 3 0 2-10 2-8 R507.2 Materials.Materials used for the construction of R507.2.2.3 Decay resistance.Plastic composite deck 20 12 14 6 tz 14 6 12 14 6 12 14 6 tz 16 z4 1z 16 Z4 decks shall comply with this section. boards,stair treads,guards and handrails containing 40 14 16 G 12 14 6 12 14 6 12 14 6 I-2 x 8 5-I I 5-1 4-7 4-2 2.10 3-7 3-5 2 x 6 9-I l 9-0 7-7 1-3 I-4 I-5 wood,cellulosic or other biodegradable materials shall Go 17 19 G Is 17 G 13 IS G 12 14 6 I-2 x 10 7-0 6-0 5-5 4-I1 4-7 4-3 4-0 2 x 6 13-1 I{-10 9-8 2-1 2-3 2-5 R507.2.1 Wood materials.Wood materials shall be No.2 I-2 x 12 8-3 7-1 6-4 5-10 5-5 5•0 4-9 Southern pint grade or better lumber,preservative-treated in accordance be decoy resistant in accordance with ASTM D7032, 40 90 20 22 7 17 19 6 15 17 6 la 16 6 2 x 10 I6-2 14-0 11-5 3 4 3-G 2-IO with Section R317,or approved,naturally durable lumber, R507.2.2.4 Termite resistance.Where required by 100 22 25 8 19 21 6 17 19 6 Is 17 6 2-2 x 6 6-11 5-11 5A 4-10 4-6 4-3 4-0 2 x 12 18-0 16-6 13-6 4-6 4-2 3-4 and termite protected where required in accordance with Section 318,plastic composite deck boards,stair treads, Ito 24 27 9 21 23 7 19 21 6 17 19 G Southern pine 2-2 x 8 8-9 7-7 6-9 6-2 5-9 5.4 5-0 2x6 9-6 8-8 7-2 1.2 1-3 1-5 Section R318.Where design in accordance with Section guards and handrails containing wood,cellulosic or too 26 29 10 22 25 a 20 23 7 Ill21 6 2-2 x 10 10-4 9.0 8-0 7A 6-9 6-4 6-0 2 x 8 12-6 11-1 9-1 1-11 2-1 2-3 R301 is provided,wood structural members shall be other biodegradable materials shall be termite resistant 160 28 31 11 24 27 9 21 24 a 20 22 7 Douglas fir-larch", designed using the wet service factor defined in AWC in accordance with ASTM D7032, 2-2 x 12 122 105 9-5 6-1 8-0 7-6 5-0 spruce- 20 12 14 G 12 14 6 12 14 6 12 14 6 3-2xG 8-2 7-5 G-8 6-! 5-6 5-3 5-0 spruce-phein-firdine-fib, 2 x l0 15-8 l3-7 I1-I 3-I 3-5 2-9 NDS.Cuts,notches and drilled holes of preservative. R507.2.2.5 Installation of plastic composites.Plastic 40 is 17 6 13 15 6 12 14 6 12 14 6 3-2 x 8 10-10 9-6 8-6 7-9 7-2 6-8 64 2 x 12 IR-0 IS-9 12-10 4.6 3-I I 3-3 treated wood members shall be treated in accordance with composite deck boards,stair treads,guards and hand- (10 19 21 1 6 16 is 6 14 16 6 13 15 6 2 x 6 8-10 8-0 7-0 1.0 1-1 1-2 Section R317.1.1.All preservative-treated woad products rails shall be installed in accordance with this code and go 21 24 8 19 21 6 17 19 6 IS 17 G 3-2 x 10 13.0 I I-3 10.0 9-2 8-- 7-I -1 Redwood, in contact with the ground shall be labeled for such usage. the manufacturer's instructions. so 3-2 X 12 15-3 13-3 11-10 l0-9 10 0 9-4 8 10 wcslcm cedars, 2 x 8 II-8 10-7 8-8 I-8 I-10 2-0 l00 24 27 9 21 23 7 19 21 G 17 19 G � R507.2.1.1 Engineered wood products.Engineered R507.2.3 Fasteners and connectors.Metal fasteners and )20 26 30 10 23 26 8 20 23 7 19 21 6 3 x G or 2-2 x 6 5-5 4-8 4-2 3-10 3-6 3-1 2-9 ponderosa pine, 2 x 12 14-1 l 13-0 10-7 2-8 2-l0 2- wood products shall be in accordance with Section connectors used for all decks shall be in accordance with 140 28 32 11 25 28 9 22 25 8 20 23 7 red pine° 2 x 12 17-5 0.04 12-4 3-10 3 9 3-1 R502. Section R317.3 and Table R507.2.3. 3 x 8or2-2 x 8 6-10 5-11 5-4 4-10 4-6 4-1 3-8 160 30 34 12 26 30 10 24 27 9 21 24 8 3 X 10 or 2-2 X 10 8-4 7-3 6-6 5-11 5-6 5.1 4-8 For o.I inch=with rum,1 fool=304.8 rum,I pound per square foot=0.0479 kPa,I pound=0.454 kg R507.2.2 Plastic composite deck boards,stair treads, R507.2.4 Flashing.Flashing shall be corrosion-resistant 20 12 14 6 12 14 6 12 14 6 12 14 6 a.Ground 2 grade with wet service factor. ! guards,or handrails.Plastic composite exterior deck metal of nominal thickness not less than 0.019 inch(0.48 40 16 19 6 14 16 6 13 14 6 12 14 6 Douglas fir-larch`, 3 x 12 or 2-2 x 12 4-8 B-5 7-6 6 l0 6-4 S-1 I 5.7 b.Ground snow Toad,live lend 40 psf,deed fond=!0 psf.Ue 360. boards,stair treads,guards and handrails shall comply rum)or approved nonmetallic material that is compatible 60 2g 23 7 17 20 G 16 18 G 14 lG 6 hem-fire, 4 x G 6-5 5-6 4-11. 4-6 4-2 3-11 3-8 c.Ground mow load,live load=40 psf,dead land-10 psf,L/e-360 at main span,Ue=180 rat cantilever with n 220-pound point load applied to end. spruce-pine-fir`, 4 x 8 8 5 7-3 G-G 5-11 5-6 5-2 4-10 d.Includes Incising factor. with the requirements of ASTM D7032 and this section. with the substrate of the struchire and the decking materi- go 23 26 9 20 23 7 18 20 6 16 19 6 e.Northern species with no incising factor. R507.2.2.1 Labeling.Plastic composite deck boards als. redwood, g P 60 t00 26 29 10 22 25 8 20 23 7 IS 21 6 wcslcm cedars, 4 x 10 9-11 8-7 7-8 7-0 6-6 6-1 5-8 f.Cantilevered spans not exceeding the nominal depth of the joist are permitted. and stair treads,or their packaging,shall bear a label R507.2.5 Alternate materials. Alternative materials, 100 26 32 11 zs 28 9 22 2s a 20 23 7 ponderosa pine, 4 x 12 11-5 9-11 8-10 B-) 7-6 7.0 6-7 i tliat indicates compliance with ASTM D7032 and including glass and metals,shall be permitted. rcd pine' TABLE R50 ' includes the allowable load and maximum allowable -8 G-0 5-6 5-I 4-9 4.6 MAXIMUM JOIST SPACING R507.3 Footings. Supported 160 33 37 13 28 32 11 25 29 10 23 26 9 lao 31 35 12 27 30 10 z4 27 9 22 2a 8 3-2xG 7-4 G FOR DECKING ' span determined in accordance with ASTM D7032. g Decks shall be PP orted on concrete foot- 3-2 x 8 9-8 8-G 1-7 6.1! 6-5 6-0 5-8 MAXIMUM ON CENTER JOIST SPACING Plastic or composite handrails and guards,or their ings or other npproved structural systems designed to accom- 20 12 14 6 12 14 6 12 14 6 12 14 6 3-2 x 10 12-0 10-5 9-4 8-6 7-10 7.4 G-11 DECKING MATERIAL TYPE AND NOMINAL SIZE Docking perpendicular toJolst Decking diagonal toJolsC modate all loads in accordance with Section R301.Deck 40 IB 20 6 IS 17 6 14 IS 6 12 14 6 packaging,shall bear a label that indicates compliance 3-2 x 12 13-11 12-1 10-9 9-10 9-1 8-6 8-1 , with ASTM D7032 and includes the maximum allow- footings shall be sized to carry the imposed loads from the 60 21 24 a 19 zh 6 17 19 G is 17 G I/,-inch thick k wood 16 inches 12 inches able span determined in accordance with ASTM deck structure to the ground as shown in Figure R507.3.The g0 25 29 9 21 2a R 19 22 7 t8 20 6 For Ground I inch-25,4 rum,1 foot=0 psr,rum,I pound per square fool=0.0479 p o.an I pound at cantilever kr,tit 2-inch-thick wood 24 inches 16 inches P footing depth shall be in accordance with Section R403.1.4. n.Ground sinew load,live load 40 psf,dead Iond=I0 psf,Ve=360 at main span,ve I80 at eanlKlcvcr with o 220•pound point load applied at the end I D7032. g P 70 100 28 31 it 24 27 9 21 24 8 20 22 7 It.Beams supporting deck joists from one side only. PIn51fc composite In accordance with Section R507.2 In accordance with Section R507.2 I Exception: Free-standing decks consisting of joists Ito 30 34 12 26 30 10 24 27 9 21 24 8 c.No.2 grade,wet service factor. For St:I inch=23.4 rum,1 foot=304.8 runt.I degree=0.01745 rod. R507.2.2.2 Flame spread Index.Plastic composite P d,Beam depth shall be greater(hall or equal to depth of joists with a flush bean condition. deck boards,stair treads,guards,and handrails shall directly supported On grade over their entire length. 140 33 37 1131 28 32 111 25 29 10 23 26 9 e.Include incising factor. a.Maximum angle of 45 degrees from perpendicular for wood deck boards. exhibit a flange spread index not exceeding 200 when R507.3.1 Minimum size.The minimum size of concrete 160 35 40 1 15 1 30 34 12 1 27 1 31 11 zs 1 28 9 f.Northern species.Incising;toter not Included. tested in accordance with ASTM E84 or UL 723 with footings shall be in accordance with Table R507.3.1, For SI:I inch=25.4 milt,1 square foot=0.0929 m',I pound per square foot=0.0479 kPa. c.Assumes minimum square footing to be 12 incites x 12 inches x 6 inches for 6 x 6 post. 8 Beam cantilevers are limited to the adjacent beam's span divided by 4. the test specimen remaining in place during the test. based on the tributary area and allowable soil-bearing a.Interpolation permitted,extrapolation not permitted. d.if the support is a brick or CMU pier,the footing shall have a minimum 2-inch projection on all sides. SHEATHING Exception:Plastic composites determined to be pressure in accordance with Table R401.4.1. b.Based an highest food case:Dead+Live or Dead+Snow. a.Area,in square feet,of deck surface Supported by post and footings. TABLE R507.9.1.3(1) SIDING noncombustible. DECK LEDGER CONNECTION TO BAND JOISTab THIS DETAIL IS APPLICABLE R507.6.2 Deck joist lateral restraint.Joist ends and (Deck live load=40 psf,deck dead load=10 psf,snout loads 40 psf) WHERE FLOOR JOISTS ARE FLASHING FOR 5 z MINIMUM FOR JOIST SPAN PARALLEL TO DECK JOISTS. WATER TIGHTNESS TABLE R507.2.3 4° bearing locations shall be provided with lateral resistance FASTENER AND CONNECTOR SPECIFICATIONS FOR DECKS BEAM SPLICES.�, CONNECTION DETAILS a and less 6'1"to 8' 0'1"to 10' 10'1"to 12' 12'1"to 14' 1 14'1"to 16' 16'"to Ia, or.Where lateral restraint is provided by BEAM (IF REQUIRED) >`- on•eanter spacing of fasteners DECKING ITEM MATERIAL MINIMUM FINISIIICOATING ALTERNATE FINISHICOATINW to prevent rotat joist hangers or blocking between joists,their depth shall (IF REQUIRED). '/;inch diameter lag screw with'/2 inch 30 23 I8 15 13 11 10 in accordance with Stainless steel,silicon bronze or equal not less than GO percent of the joist depth.Where lot- MUSTOCCUR ='=�,.-a maximum sheathing' APPROVED JOIST HANGERS Nails and timber rivets Hal-dipped galvanized per ASTM A153 cq P J P OVER POST ••.,._ ASTM FI667 copper _ �;T;;� .. oral restraint is provided by rim joists,they shall be ' �rj '/-inch diameter bolt with'/-inch maximum 2"MIN. 2x LEDGER WITH FASTENERS PP g Pc secured to the end of each'Dist with not fewer than three ! '-' 36 3G 34 29 24 21 19 Bolts` In accordance with Hot-di-dipped galvanized r ASTM A 153,Class C ! , �� i! = A ' J I I,_. tj, sheathing' IN ACCORDANCE WITH TABLE R507.2 Lag screws° ASTM A307(bolts), (Class D for'/;inch diameter and less)or mechani•Stainless steel,silicon bronze or g (including nuts and ASTM A563(nuts), tally galvanized per ASTM B695,Class 55 or 410 copper 1 Od(3-inch by 0.128-inch)(76 mill by 3.3 min)nails or ��+' / ry._,? `;.r) i"l '/=-inch diameter bah with 1-itch maximum 3G 36 29 24 21 l8 IG HOLD-DOWN DEVICE MIN 750 LB.CAPACITY washers) ASTM F844(washers) stainless steel three No.lOx 3-inch(76 min)long wood screws. (I�.r;r.•.I^'' I sheathing' APPROVED i FLOOR JOISTS AT 4 LOCATlON5,EVENLY DISTRIBUTED ASTM A653 type G 185 zinc coated galvanized R507.7 Decking.Maximum allowable spacing for joists sup- POST CAP I i For S[:I inch=25.4 rum,I foot=304.8 rum,I pound per square fool>0.0479 kPa ALONG DECK AND ONE WITHIN W OF EACH Per manufacturer's steel or post hot-dipped galvanized per ASTM porting decking shall be in accordance with Table R507.7. t a Ledgers shall be noshed in accordance wish Section R703.4 to prevent water front contacting the house band joist. END LF THE LEDGER.HOLD-DOWN DEVICES Metal connectors Stainless steel b.Snow load shalt not be assumed to act concurrently with live load. SHALL FULLY ENGAGE DECK JOIST PER specification At 23 providing a minimum average coating Wood decking shall be attached to each supporting member BEAM OVER POST CAP BEAM OVER POST HOLD-DOWN MANUFACTURER. weight oC2.0 oz/tl'(total both sides) with not Tess than two 8d threaded nails or two No.8 wood e.The lip of the lag screw shall fully extend beyond the inside face ofthe band joist. d.Sheathing shall be wood stnetuml panel or solid sawn lumber. For SI:I inch-25.4 nun,I foot-304.8 min. screws.Other approved decking or fastener systems shall be o.Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard,lumber or foam sheathing.Up to'/,-inch thickness of stacked washers A FULLY THREADED ale'DIAMETER LAG a.Equivalent materink,coatings and finishes shall be permitted. installed in accordance with the manufacturer's installation For SI:1 inch=25.4 min b.Fasteners and connectors exposed to salt water or fowled within 300 feet of a salt wale shoreline stall be stainless steel. atoll be permitted to substitute for up to'/2 Inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. SCREW PREDRILLED W/MIN.3'PEN ETRATION requirements. FIGURE R507.5.1(1) TO CENTER OF TOP PLATE,STUDS.OR HEADER. c.Holes for bolts shall be drilled a minimum/„inch and n mnximum/„inch lager Ilion the bolt. DECK BEAM TO DECK POST dL Lag screws'/,inch and larger shall be prcdrillcd to avoid wood splilling per the National Design Specification(NDS)for Wood Construction. R507.8 Vertical and lateral supports.Where supported b TABLE BOLTS IR507..1.3(2) For St:!Inch=25.4 rum,I foot ]D4.8 rum. c.Stainless•steel-driven fasteners shall be in aceordmee with ASTM F 1667. pp pp y MINIMUM 2" - MINIMUM 2" '-- �- PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS attachment to an exterior wall,decks shall be positively FIGURE Rso7.8AT MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS DECK ATTACHMENT FOR LATERAL LOADS anchored to the primary structure and designed for both verti- TOP EDGE BOTTOM EDGE ENDS ROW SPACING 12"MIN --MANUFACTURED POST CONNECTOR cal and lateral loads.Such attachment shall not be accom- MULTIPLE-PLY BEAM-. Led gee 2 inches" '/inch 2 inches' 1'/inches° IN ALLOWABLE SOILS / lished b the use of toenails or nails subject to withdrawal. SINGLE PLY BEAM g . e -TYPICAL PT POST P y J Band Joist' '/inch 2 inches 2 incites' 1'/inches° For decks with cantilevered framing members,connection to ' e I/25/24 155UEP FOP:FP�CiNG N0 PEP Mf exterior walls or other framing members shall be designed and (2)1/2"DIAMETER- For St:I inch 25.4 rant. 12 constructed to resist uplift resulting from the full live load THROUGH-BOLTS :(� 1 0.Lug screws or bolts shall be staggered from the top to the bnuom along the horizontal run of to deck ledger in accordance with Figure R507.9.1.3(I). -- ] GRADE 1-�i si 'L specified in Table R301.5 acting on the conlilevcred portion of OR APPROVED b.Maximum 5 inches. r"?,•.. i7iZ mat �oo>.,'v1F�rZt e;,•7Zs%i'~ t,' -( �',T�+c��• the deck.Where positive connection to the primary building (/-y EQUIVALENT t p c.For engineered rink joists.We manufacturer's recommendations shall govern. ..il l.�C M .I: , I • _ _ I structure cannot be verified during inspection,decks shah(be CONNECTOR d.The minimum distance from bottom row of Ing screws or bolls to the top edge of the ledger shall be In accordattec with Figure R507.9.1.3(I i self-supporting. z STAGGER FASTENERS r ; "• + •. I �- I R507.9 Vertical and lateral supports at band joist.Vertical POST NOTCH=' - IN 2 ROWS l I I :.. I I.: _ ,.::I...I I._!....I.._'1 and lateral supports for decks shall comply with this section. -••f',f FOR FUEL BEARING I�f '` g 5.5"MIN.FOR 2 X 'DISTANCE SHALL BE PERMITTED TO 1 ," - 2 2Y1,"MIN• ® ® ® 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4.5-IF LAG SCREWS '"DIAMETER R507.9.1 Vertical supports.Vertical loads shall be trans- DEPTH ` THROUGH BOLTS BEAM SPLICE - -- - 5"MAX PER TABLE PER TABLE IN BOTH DIRECTIONS ferred to band joists with ledgers in accordance with this 7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS MINIMUM 12' � ® ® ® ® REDUCED TO THAT OF LAG SCREWS NOTE•NOT SCREWS %/ section. a 2" OF EMBEDMENT TO ATTACH 2 X 8 LEDGERS TO 2 X 8 _ - 2'MIN. BAND JOISTS. 4'GRAVEL R507.9.1.1 Ledger details.Deck ledgers shall be a LAG SCREW OR BOLT 314"MIN. g g r +' ff orb_(75 LEDGER NOTE: minimum 2-inch by 8-inch(51 rum by 203 i nm)nomi- J_�1'«( �_--�5„ l t I- POSTS MUST BE CENTERED ON OR IN FOOTING nag, tessera-reservativc-treated Southern pine, _ I- John G. I - _ I_ - ` - - r For SI:I inch=25.4 mill, incised pressure-preservative-treated hem-fir, or I I I FIGURE R507.9.1.3(1) For SI:I inch=25.4 rum. approved,naturnlly durable,No.2 grade or better lum- FIGURE R507.3 ber.Deck ledgers shall not support eoncenhmied loads - PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS Scarlato Jr. DECK POSTS TO DECK FOOTING CONNECTION 2 from beams or girders.Deck ledgers shall not be sup- a 2%` ported on stone or masonry veneer. '•t` I' R507.3.2 Minimum depth.Deck footings shall extend R507.5 Deck beams.Maximum allowable spans for wood - r below the frost line specified in Table R301.2(1)in actor- deck beans,as shown in Figure R507.5,shall be in accordance R507.9.1.2 Band jolst details.Band joists supporting a EXTERIOR SHEATHING Architect with Table R507.5.Beam plies shall be fastened with two rows For SI:1 Inch 25.4 rum. dance with Section R403.1.4.1. ledger shall be a minimum 2-inch-nominal(51 rum), EXISTING STUD WALL--� of IOd(3-inch X 0.128-inch)nails minimum at 16 incites(406 FIGURE R507.6.1(2) Exceptions: mill)on center along each edge.Beams shall be permitted to solid-sawn,[-i spruce-pine-fir or better lumber or a men- mum[-inch by 9'/,-inch(25 Dun x 241 rum)dimen- NOTCHED POST-TO-BEAM CONNECTION I.Free-standing decks that meet all of the following cantilever at each end up to one-fourth of the allowable beam 33 Byrom Hill Road criteria: span.Deck beams of other materials shall be permitted where sional,Douglas fir or better,laminated veneer lumber. PRIMARY PRIMARY OR ENGINEERED RIM(BOARD RIM STRUCTURE Armonk,NY 10504 l.l.The joists bear direct) on recast con- designed in accordance with accepted engineering practices. Band joists shall bear fully on the primary structure FOR CANTILEVEREO STRUCTURE 1 Y P capable of supporting all required loads. JOISTS Phone:(914)273-7350 crete pier blocks at grade without sup- R507.5.1 Deck beam bearing.The ends of beams shall BLOCKING OR port by beams or posts. have not less than 1'/1 inches(38 rum)of beating on wood R507.9.1,3 Ledger to band joist details.Fasteners BEAM LATERALOTHER LEDGER LEDGER 2"MIN. DECK JOIST 1.2.The area of the deck does not exceed 200 or metal and not less titan 3 inches 76 turn)of bearing on used in deck ledger connections in accordance with REQUIRED OVER BOARD Jo1sT BOARD JGSCARLATO@GMAT L.0 M square feet(18.9 m1)• concrete or masonry for the entire width of the beam. Table R507.9.1.3(1)shall be hot-dipped galvanized or BEAM 1-6/a'MIN. 5'MAX. LAG SCREWS OR BOLTS 1.3.The walking surface is not more than 20 Where multiple-span beams bear on intermediate posts, stainless steel and shall be installed in accordance with SC HWARTZ RESIDENCE inches(616 mm)above grade at any each ply must have full bearing on the post in accordance Table R507.9.1.3(2)and Figures R507.9.1,3(1)and 2'MIN. R507.9.1.3(2). 1 JQIST JQlsrs 35 MEADOWLARK ROAD point within 36 inches(914 rum)men- with Figures R507.5.1(I)and R507.5.1(2). JOISTS BEAM HANGER �'o . sured horizontally from the edge. FLOOR FRAMING O' HANGER EACH END 'O JOIST HANGER �/ R507.5.2 Deck beam connection to supports.Deck R507.9.1.4 Alternate ledger details.Alternate from- BEAM eb°'�"O RYE BROOK N.i 1 0573 2.Free-standing decks need not be provided with h°. o•o. footings that extend below the Crest line. beams shall be attached to supports in a manner capable of ing configurations supporting a ledger constructed to EXISTING ":,-•oo.o f transferring vertical loads and resisting horizontal dis- meet the load requirements of Section R301.5 shall be POST(BEYOND) POST(BEYOND) / FOUNDATION WALL R507.4 Deck posts.For single-level wood-framed decks placement.Deck beam connections to wood posts shall be permitted. with beams sized in accordance with Table R507.5,deck post in accordance with Figures R507.S.1(I)and 1t507.5.1(2). - size shall be in accordance with Table R507.4. R507.9.2 Lateral connection.Lateral loads Shall be trans- •--JOIST SPAN -- JOIST SPAN CENTRED For SI:1 Inch=25.4 rum. Manufactured post-to-beam connectors shall be sized for CENTERLINE TO CENTERLINE fared to the ground or to a structure capable of transmit- cANr°�� FIGURE R507.9.1,3(2) the post and beam sizes.Bolts shall have washers under OF JOIST HANGERS TABLE R507.4 ling them to the ground.Where the lateen)toad connection PLACEMENT OF JAG SCREWS AND BOLTS IN BAND JOISTS the head and nut. is provided in accordance with Figure R507.9.2 1 hold- CANTILEVERED JOISTS WITH DROPPED BEAM JOISTS WITH FLUSH BEAM DECK POST HEIGHT' P g ()' NEW DECK MAXIMUM HEIGHT" R507.G.1 Deck joist bearing.The ends of joists shall have down tension devices shall be installed in not less[hurt two RIM DECK POST SIZE (feet-Inches) not less than 1'/,inches(38 min)of bearing on wood or locations per deck,within 24 inches(6 10 rum)of each end 4 x 4 6-9` metal and not less than 3 inches(76 nhm)of bearing on of the deck.Each device shall have an allowable stress FOR CANTILEVERED JOISTS HOLD-DOWN OR SIMILAR 4 x G g concrete or masonry over its entire width.Joists bearing design capacity of not less than 1 500 pounds 6672 BLOCKING OR OTHER TENSION DEVICE g P Y r P ( N)• LATERAL RESTRAINT G x G 14 on top of a multiple-ply beam or ledger shall be fastened Where the lateral load connections are provided in nccor- REQUIRED OVER BEAM JOIST P FLOOR SHEATHING NAILING AT 8 x 8 14 in accordance with Table R602.3(1).Joists bearing on top dance with Figure R507.9.2(2),the hold-down tension V MAXIMUM ON CENTER TO 2020 RESIDENTIAL CODE O F of a single-ply beam or ledger shall be attached by a devices shall be installed in not less than four locations per JOIST WITH HOLD-DOWN For SI:I inch-poundp5 squarIoot-0.04.8mmn, mechanical connector.Joist framing into the side of a WARNING: NEW YORK STATE I inch-per square fool=0.04.8 kin. g deck,and each device shall have an alloWnble stress o.Measured to the underside of the beam. beam or ledger board shall be supported by approved joist design capacity of not less than 750 pounds(3336 N). t JOIST JOISTS THESE DOCUMENTS ARE NOT VALID UNLESS b.Based oh 40 pstlivc load. hangers. ,a,sr BEAM HANGER c.B e maximum permitted dxl height is 8 feet for one-ply and two beano. __ __ EACH END SECTION R 5 0 7. BEAM + + + + + + SEALED AND SIGNED IN INK,NO SCANS, The maximum permitted height for three-ply beams on post cap is 6 feet 9 Jost inches. -- -- MST(BEYOND) POST(BEYONO) + + + + REPRODUCTIONS OR COPIES ARE AUTHORIZED EXTERIOR DECKS R507.4.1 Deck post to deck footing connection.Where L-- --J -- -- posts bear on concrete footings in accordance with Section �••aEArn I ��A"t JOIST SPAN MEASURED BY WITHOUT WRITTEN AUTHORIZATION OF • JOIST SPAN JOHN G.SCARLATO JR.,ARCHITECT. DRAWING No. R403 and Figure R507.4.1,lateral restraint shall be pro- POST POST CENTERLINE TO CENTERLINE vided by manufactured connectors or a minirnum post CANrnEVER CANTILEVER embedmentOF JOIST HANGERS FURTHERMORE; yt D embedment of 12 incites(305 min)in surrounding soils or FLOOR JOIST DECK JOIST IT IS A VIOLATION OF NEW YORK STATE LAW iCAl�t concrete piers.Other footing systems shall be permitted. JOISTS ON FREE-STANDING DECK JOISTS ON FREE-STANDING DECK Exception:Where expansive,compressible,sluifling or WITH DROPPED BEAM WITH FLUSH BEAM FOR ANY PERSON,UNLESS ACTING UNDER THE r2 p O other questionable soils are present,surrounding soils OPTIONAL 6EAlA6PANWIN aEAn1SPAN OP110 OPTIONAL BEAM SPAN aEn+ASPAN m L DIRECTION OF A LICENSED ARCHITECT,TO o Itll� shall not be relied on for lateral support. cOPTIONAL' CANTILEVER CANTILEVER CA"T't R FIGURE R507.6 ALTER IN ANY WAY THESE SEALED AND SIGNED TYPICAL DECK JOIST SPANS f SI I inch 254 rum ARCHITECT DOCUMENTS WITHOUT THE EXPRESS AND tPj, oa628D.� ' 12 DROPPED BEAM FLUSH BEAM or : ec- . . FIGURE R507.s FIGURE R507.9.2(1) CONDITIONED PERMISSION OF THE . OF No ' TYPICAL DECK JOIST SPANS DECK ATTACHMENT FOR LATERAL LOADS