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HomeMy WebLinkAboutBP24-251 LO fq N N _ C14 IA O VJ Q W i F A i Tr~14 O C1} wo o ovw W W CN u N.° v r U 3 U z - H `,� z1. V 00 vz15 �,..� 2 00 v oN W " y r+ N tE M �� (J GTE W W .�A x'- U b C!7 Ono W x o 0 cw, �° Zoz Cc, Ch W U U Q C U V � > � z �l W w i Z O o � a oc o � W Z �" o �3 z � rG`acU O P. 0gw � cl w ? �--I z : � mQ A W fl; 02 Z ob r w a J BUIL R MENT E C E Q V E VIL E OF RYE OK D 938 KING +ET RYE BR. ,NY 10573 NOV — 6 2� i °V VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: 1 Approval Date: NOV 14 P It , Application# Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: Date: BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# Other: Vj - Application Fee-A,/DO-Pb Permit Fees: (. /J EXTERIOR BUILDING PERMIT APPLICATION Application dated: / `&'�'7 is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below. 1. JobAddress: 3 ` m 0IA ea- 0.h Laoo. 2. Parcel iD#: j 35.4 k - -4 Z- Zone: R 3. Proposed Improvement(Describe in detail): wa- jw' op- )C t-,},e�¢�n a�,y W 1V m ��rK. C.uty� Taedz: � +w '�` ` ill 74-f� ciirVuu�., } I � 'T' �. 4. Property Owner: AL V a y►r. O0.2 Io L Address:—?� O{kej CLh (.-.c►vt-� � -Q k� �`� / Q.��3 - Phone# Cell# 6 .32 " 1 7 4-7 e-mail �b 1 C, 1! List All Other Properties Owned in Rye Brook: Applicant: r Address: Phone# Cell# e-mail Architect: ___5'6NA G _'�)C-Ow'k OC" Address: rV`'1 rot- 0-%\ n w t 0( a''\iG Phone# 6!A) Z7 j-73S° Cell# (914J -714— a I TZ e-mail _-y,U SCFjrL '- e(,a^,,Pt_ Engineer: Address: Phone# Cell# e-mail General Contractor: /1/U,-44 we a-) rS Address:Phone# y-Z-1 Q- (e A? Cell# e-mail Z_ro LQ00 C4AU i4 W(,gip'q3L cl) 6/1 i2o2a 5. Occupancy;(I-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: aw-ly Post-construction: �caWrtib 6. Area of lot: Square feet: I S 1G Z. L Acres: " 34 _ 7. Dimensions from proposed building or structure to lot lines: front yard: 26 rT rear yard: -7 right side yard: N2+Is left side yard: -•,'T..73 other: 8. If building is located on a comer lot,which street does it front on: O'Zo 4,e4a n lrA-Ae, 9. Area of proposed building in square feet: Basement: i"fl: 2nd fl: 31 fl: 10. Total Square Footage of the proposed new construction: 11. For additions,total square footage added:Basement: I"fl: 2nd fl: V fl: 12. Total Square Footage of the proposed renovation to the existing structure: 3 I4 -s @ &oc 13. N.Y.State Construction Classification: X N.Y. State Use Classification: ^Z- 14. Number of stories: Overall Height: Median Height: 15. Basement to be full,or partial: finished or unfinished: 16. What material is the exterior finish: 17. Roof style;peaked,hip,mansard,shed,etc: Roofing material: 18. What system of heating: 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20, Will the proposed project require the installation of a new,or an extension/modification to an existing automatic fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) Yes: No: V (if yes,applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 21. Will the proposed project disturb 400 sq. ff..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: $8-0 22, Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: ,,,-of (if yes,applicant must submit a Site Plan Application,&provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: t` (tf yes,you must submit a Site Plan Application, &provide a detailed topographical survey) 24. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: No: (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 survev&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 IL TIER III: (if yes,a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: 29. What is the total estimated cost of construction: $ !3 0/ ©W•a 0 Note: The estimated cost shall include all site improvements,labor,material„scaffolding,fixed equipment,professional fees,including any material and labor which may 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/l/2024 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE Address: ,5 'Mo"ctrr L cw.,% Section: 135.�11 'Block: ( Lot: 4 Z PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% R-12 12,500 17% 4% 4% R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% 5% 3.5% R-21F 1 5,000 30% 5% 3.5% Existing: Proposed: 1. AREA OF LOT /5, )6 Z ,(, Sq. Ft. 151 162.E Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building 2Z (Including Attached Garage or Accessory Building) �/ Sq. Ft. Sq. Ft. b. Area of 1s'Floor Divided By Area of Lot x 100 J�, S % j/�s 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 u % 4. AREA OF DECK O Sq. Ft. 3 Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 U % Z v 5�;- I attest to the best of my knowledge and belief,the above information is correct. ---- Architect's Signature (3) 6/I/2024 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address:31 rnbijf4an Section: 133-.41 Block: I Lot: 4Z Zone: I Z- 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 IZ-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-LO 45 40,001 &larger 11,260 22 R-7 40 R-5 30 R2-F 30 *"Base Lot Area"is the minimum end of the lot size range in the"Lot Area"column Area of lot:1S /6?• G s ft Existing Allowed Proposed Total impervious coverage = 3Z'c' S .ft. 534Z S . ft. 3GZo sq.ft. Front impervious coverage = 13 %° 4 4 %° 13 I attest to the best of my knowledge and belief, the above information is correct. Q, chitect's Signat (4) 6/f/2024 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address 31 ['► [) eg oL. i Lc�-ok- Section: 135 4I Block: Lot: z MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area —21,780) x 0.11478421 ]: a. Allowed = 2­4 U Sq. Feet b. Existing = S(S Sq. Feet c. Proposed = Z.T G S Sq. Feet HEIGHT/SETBACK RATIOS FOR RESIDENTIAL DISTRICTS DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of the lot line from which it is set back. The ratio modifies the maximum permitted Height of Building by forming an inclined plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer windows not covering more than 10%of the entire roof area,shall be permitted to extend. Height and Setback shall be calculated using the formula; Heecaht 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 Vill of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EXISTING PROPOSED REOI!/RED FRONT: FRONT: FRONT: .44 R-35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 R-25 SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 R-ZO SIDE: SIDE: SIDE: 1.60 n C) FRONT: FRONT: FRONT: .60 RL15 SIDE: SIDE: SIDE: 1.60 CWj-Aye. FRONT: FRONT: FRONT: .80 R-15A SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .fig JF 12 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R 10 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 /PL7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 R-5 SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 R-2f SIDE: SIDE: SIDE: 4.00 1 attest to the best of my knowledge and belief, the above information is correct. 4 �� ii ect's igna 4re (5) CJ 6/1/2024 BUILD MENT pDD VI ;oi OK NOV - 6 2024 938 KING � r'r'% � NY 10573 VILLAGE OF RYE BROOK wi ov BUILDING DEPARTMENT ww+rwn**:�+r*w*w**x,rr,**t**w,�**x*ww�:,t*ar*,�w**,kwwww�tww*ww�ew*wwwwwwwwww**wwwww*.ewww,�*,t*�re�•,c�iwww,t+�w*+.ww**w**,rw�. 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: 34, C� N1 PD a-Y , residing at, S�ti 04, 1 aY, (Print name) (Address where you live) T being duly sworn, deposes and states that(s)he is the applicant above named, and further states that(s)hc is the legal owner of the property to which this Affidavit of Compliance pertains at; 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. (Sifpiaturei6f Propert wrtcr(s)) Au Pot r OHL(Name of Property Owner(s)) Sworn to before me this da o 20 � T'lly—P u JONATHAN C COWEN Notary Public, State of New York No. 01 C06230935 (6) Qualified in Westchester County 7 6/1/2024 Commission Expires Nov. 15, 20.,E This form must be properly completed & notarized by the Design Professional of record and the Property Owner. Failure to provide this completed ^- permit application will delay the permitting process R J W_[E F on- Notice of Utilization of Truss "Type, Pre-Engineered 0+3f�,LAGE OF RYE BROOK _�qq�JILDING DEPARTMENT or Timber Frame Construction. (Title 19 Part 1264& 1265 NYC To: The Building Inspector of the Village of Rye Brook. From: _—���►n n r' sQ-ar^i e c� 'fin- Pf(L�� Subieet Property: ) PICAftctvs Leo SBL:P 35.A1 a1' 4Z Zone: 92 Please take notice that the subject; o One or Two Family; o Commercial, ❑ New Structure o Addition to an Existing Structure ;&Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; ❑ Truss Type Construction (TT) o Pre-Engineered Wood Construction(PW) o Timber Construction(TC) in the following location(s); �1 brfl o Floor Framing, including Girders&Beams(F) ❑ Roof Framing(R) ❑Floor Framing and Roof Framing(FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood, or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR§1264 for Commercial Buildings, and NYCRR§1265 for One&Two Family Dwellings. n Sworn to,before me,this Sworn to before► e this Ll day of/1 20 0� _ day of„ � 20 Sr ture Pro erty Owner ignaturc of Design Professional i1 Po 1 l l=T J��k G `�c Iti-k �X" P�t Name of Property Owner Pri t Narne of Designgn Pal try rdblic NotaryftbW JONATHAN C COWEN GREGORY M.RIVERA Notary Public, State of New York Netary Public,State of New York No. 01C06230935 No.01 R16441398Qualified In Westchester County Qualified in Westchester County (7) Commission Expires September 26,2t1 Commission Expires Nov. 15, 203 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. *w*,t:t+,rwww,rkwwwwwwww,rw,rwww**w*wwww**wwww***,rw+**t*t+*+.**w***,t,ktr,k****reyrir*+cww*w�v,*rr**w*,rwwwrt*MAsbkw*fe****k STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: h+\ atrJut,Sla )L ng duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as tl)c applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the for the legal owner and is duly authorized to make and file this application, (indicate ilrclnlect,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 stonnwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me Ibis 3' 8 Sworn to before me this day of/ V r , 20J� day of klir Lo , 20� igna re of P rty Owner ignature of Applicant A J_ -)I !�/ '�L /) A J�)h" 6 Pr i amc ofProperty Owner Print Name orApplicant Public Notary ublic"/ GREGORY M.RIVERA JONATHAN C COWEN Nc ary Public,state of New York Notary Public, State of New York No.01R16441398 No. 01 C06230935 Qualified In Westchester County Qualified in Westchester County Commission Expires September 26,20Z Commission Expires Nov. 15, 20� (8) b/1/2024 General notes: • SEAL: 1. THIS PROJECT IS SHALL CONFORM 10 THE INDIVIDUAL CLASSIFICATION OF WORK AS DEFINED 9.ALL STRUCTURAL STEEL SHALL BE NEW.CLEAN AND STRAIGHT AND SHALL CONFORM TO THE {{ S r•1 fn INFORMATION FOR PLOT PLAN TAKEN IN THE 2020 EXISTING BUILDING CODE OF NEW YORK STATE CHAPTER 6 IDENTIFIED BELOW. LATEST EDITION FOR A.S.T.M.DESIGNATION A-36 OR A-500 FOR ALL*IS"SECTIONS.ALL FROM SURVEY OF PROPERTY BY: STRUCTURAL STEEL WORK SHALL COMPLY WITH SPECIFICATIONS FOR THE DESIGN, ALL WORK SHALL ALSO CONFORM TO THE 2020 BUILDING CODE.RESIDENTIAL CODE. FABRICATION AND CONSTRUCTION OF STRUCTURAL STEEL FOR BUILDING OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION LATEST EDITION.PROVIDE STIFFENER ANGLES OR PLATES ROWAN LAND SURVEYING FIRE CODE.ENERGY CONSERVATION CONSTRUCT ON CODE,MECHANICAL CODE, UNDER ALL POSTS,COLUMNS OR STRUTS THAT ARE CARRIED BY STEEL BEAMS AND IN THE N Its IC40AKi PV(2-1 N�a ��D RCA%! 330 OLD ALBANY POST ROAD FUEL GAS CODE.AND PROPERTY MAINTENANCE CODES OF NEW YORK STATE AS APPL CABLE. WEB OF BEAMS CANTILEVERED OVER COLUMNS OR BEAMS SUPPORTING HANGERS.UNLESS cc L 1 1 NISI p�L4()1'CS IGN'f R<.q gARRISON,N.Y.10524 2.CONTRACTOR SHALL PROTECT A BRACE ALL WORK FROM DAMAGE DURING CONSTRUCTION. OTHERWISE SHOWN OR SPECIFIED PROVIDE 6X8XY2 BEARING ON CONCRETE MASONRY IF ANY. I�MC tom'•0� O DATED 3.ALL WORK i0 BE PLUMB 8 TRUE,ALL PLUMBING WORK TO BE IN COMPLIANCE WITH NYS 10.HEADERS TO BE(31 7 X 10"IN 2x6 WALLS OR(2)2"X 10"IN 2X4 WALLS UNLESS OTHERWISE NOTED. :12-21-21 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, O 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 ALTERED BY: SUB-CONTRACTORS SHALL BE LICENSED AND INSURED.ALL PLUMBERS AND ELECTRICIANS ARE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE CHAPTER 4. ' JOHN G. SCARLATO JR.ARCHITECT RESPONSIBLE FOR ANY ADDITIONAL PERMITS.APPROVALS AND INSPECTIONS THEIR PARTICULAR WESTCHESTER COUNTY IS CLIMATE ZONE 4A. t9j 0252Ory ON 9/19/24 TRADE MAY REQUIRE ..� 12.All FOOTINGS TO BE A MINIMUM OF 3'-6"BELOW GRADE,OR LOCAL FROST DEPTHAS SPECIFIEDBY 1 OF N 4 LUMBER MATERIALS USED IN THE BUILDING SHALL BE GOOD,SOUND,DRY FREE FROM ROT, THE ARCHITECT.UNDERPIN WHEN NECESSARY. TO INCLUDE(BUT NOT LIMITED TO): LARGE AND LOSE KNOTS,SHAKES AND OTHER IMPERFECTIONS WHEREBY THE STRENGTH *FRONT,RIGHT SIDE,LEFT SIDE AND MAY BE IMPAIRED.ALL NEW LUMBER SHALL CONFORM TO 2020 NEW YORK STATE BUILDING CODE 13. HOUSE TO CONFORM TO ANY LOCAL SUPPLEMENTAL CODE. CHAPTER 23.FASTENING SHALL CONFORM TO 2020 NYSBC TABLE 23D4.10.1 I REAR SETBACK LINES IN DASHED 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 { It JOH N G. SC AR LA TO JR. RECTANGULAR SHAPE. NATIONAL DESIGN SPECIFICATIONS FOR BENDING STRESS AND DEFLECTION,AND 2020 NYSBC 2306. AND VERIFY ALL BEARING TO FOOTING. *DIMENSIONS TO SAID SETBACK LINES IN ALL WORKMANSHIP INCLUDING BLOCKING.MILLING,BRIDGING,ECT.SHALL CONFORM TO THE 2020 •` l, NYSBC AND OR 2020 NYSRBC.PROVIDE LEDGER.BLOCKING.NAILERS AND ROUGH FRAMING 15.TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT THESE PLANS AND ARCHITECT FEET FORMAT(x S.B.). HARDWARE AS REQUIRED.ALL BEAMS.JOISTS AND RAFTERS TO BE SET WITH NATURAL CROWN UP. SPECIFICATIONS ARE IN COMPLIANCE WITH 2O20 N.Y.S.ENERGY CONSERVATION CONSTRUCTION CODE 1 n n �~+• * PROVIDE DOUBLE RAFTERS AND HEADERS AROUND ALL ROOF SKYLIGHTS UNLESS OTHERWISE NOTED. ESTIMATED PROPOSED NEW SETBACKS -J ALL LUMBER SHALL BEAR VISIBLE GRADE STAMP.ALL STRUCTURAL LUMBER INCLUDING BUT NOT 16.ALL DECK RAILS AND STAIR HANDRAILS SHALL CONFORM TO THE 2D20 N.Y.S.BUILDING CODE AS DELINEATED TO AREAS OF PROPOSED LIMITED TO TJI,TGI,8 LVL BEAMS OR EQUIVALENT SHALL BE INSTALLED PER DRAWINGS AND SECTIONS 1014 HANDRAILS AND 1014 GUARDS. NEW CONSTRUCTION(IF APPLICABLE)IN MANUFACTURERS SPECIFICATIONS.ALL HANDLING AND INSTALLATION PROCEDURES MUST BE FEET AND INCHES FORMAT(x'-x"). 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 NOT BE ALLOWED 10 GET WET AT ANY TIME. TIES)IN COMPLIANCE WITH 2O20 N.Y.S.BUILDING CODE *RECTANGULAR HATCHED AREA ...� 1 LABELED"PROPOSED(_)STORY ADDITION„ 5.WITH USE OF ANY TRUSS TYPE,PRE-ENGINEERED OR T MBER CONSTRUCTION A SIGN WILL BE 18. ALL POSTS TO FOUNDATION FOR THE PURPOSE OF SUPPORTING THE ROOF OR OTHER STRUCTURAL PLACED AT OR ADJACENT TO THE ELECTRIC METER WITH SPECIFICATIONS PROVIDED BY THE ELEMENTS SHALL BLOCKING AS SPECIFIED BY THE ARCHITECT OR A NOMINAL DIMENSION OF 4X4 _' \r .'i�-�i ,_ _ ` f.� "^ - ` •� . ARCHITECT. FROM STRUCTURAL ELEMENT TO BE SUPPORTED CONTINUOUSLY TO A SOLID MASONRY *DEPICTION OF NEW STAIRS,`� -',"i"-.1�, �� •• l\ �L�'-_... -E./ PLATFORMS, FOUNDATION THAT EXTENDS BELOW REQUIRED FROST DEPTH AND RESTS ON A FOOTING OF DECKS,WALKS AND MISC.AS REQUIRED, 6.ALL CONCRETE WORK,DETAILS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE TYPICAL CONSTRUCTION. tt ,jALL LABELED AS PROPOSED. WITH THE PROVISIONS OF ACI 318 AND ACI 332 OR PCA 100.AND THE 2020 NEW YORK STATE 6+IFIG RESIDENTIAL CODE CHAPTER 8.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 TO PREVENT DISPLACEMENT DURING CONCRETING. CAPACITIES.SUBSTITUTIONS OF THESE HANGERS FOR DIFFERENT MODEL NUMBERS THAN THIS PLOT PLAN IS NOT A PROPERTY STRENGTH AT 28 DAYS.REINFORCING BARS TO CONFORM TO 2020 NYS BUILDING SPECIFIED BY THE ARCHITECT OR ENGINEER IS FORBIDDEN WITHOUT VERIFYING THE REPLACEMENT SURVEY. ONLY A SURVEY CONTAINING CODE SECTION 1905 MODIFICATIONS TO ACI 318. PART WITH THE DESIGN PROFESSIONAL. REINFORCING SHALL BE ACCURATELY INSTALLED TO REQUIRED ELEVATION THE INK OR EMBOSSED SEAL OF A ALTERATION-LEVEL? 7.CONTRACTORS TO VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK. LICENSED LAND SURVEYOR IS A VALID 604.E SCOPE LEVEL T OF THE BULL INGA WHERE THE WORK AREA ANY DISCREPANCIES ARE TO BE REPORTED TO ARCHITECT.All WRITTEN DIMENSIONS ON EXCEEDS 5o PERCENT OF THE BUILDING AREA LEGAL DOCUMENT. THIS PLOT PLAN IS THE DRAWINGS SHALL TAKE PRECEDENCE OVER ANY SCALED DIMENSIONS. 604.2 APPLICATION.LEVEL 3 ALTERATIONS SHALL COMPLY WITH THE FOR DEMONSTRATION OF ZONING PROVISIONS OF CHAPTERS 7 AND 8 FOR LEVEL 1 AND 2 ALTERATIONS, O • 8.ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN SOIL HAVING A MINIMUM SAFE BEARING 6 5.20' COMPLIANCE AND LOCATION OF RESPECTIVELY,AS WELL AS THE PROVISIONS OF CHAPTER 0. WALL REMAINS S� PROPOSED WORK ONLY. CAPACITY OF 2 TONS PER SQ.FT.BRACE RETAINING WALLS OR FOUNDATION WALLS AS SECTION 605 S 7 9°O 7�4O"E REQUIRED.BACKFILL WITH APPROVED MATERIAL,BACKHLLING UNDER SLABS,AROUND 1-�___,._t__�r�,-- -�/� �__j���1 )�'.�f_:;� )C 11`_?{�-�`�J PIERS AND ON EACH SIDE OF FOUNDATION WALLS SHALL BE DONE IN LAYERS NOT TO EXCEED ADDITIONS ''y,` ._%� 10 INCHES.COMPACTION SHALL BE 95%OF MAXIMUM DENSITY AT OPTIMUM MOISTURE r, CONTENT.EXCAVATION MUST BE FREE OF WATER WHILE FOUNDATION WORK IS IN PROGRESS. S 5.1 SCOPE PROVISIONS FOR AS AN ADDITION AS DEFINED IN CHAPTER S SHALL APPLY WHERE WORK Q) O- u- -010'-0 -� -�� 0 O O-O TRUCKS,BULLDOZERS OR OTHER HEAVY EQUIPMENT SHALL BE OPERATED WITH CAUTION AND 806.2 APPLICATION.ADDITIONS TO EXISTING BUILDINGS SHALL COMPLY 1.6 9 IN SUCH A MANNER AS TO CAUSE NO DAMAGE TO FOUNDATION SYSTEMS. WITH THE PROVISIONS OF CHAPTER 11. o 00 00 S81°03'40"E U � °'75' AREA=15162.6006±SQ.FT. 51.48 CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FOR RESIDENTIAL DISTRICTS ACRES=0.3481 f Q C N TR L,/� 500193529 - b CLIMATE ZONE�°""' wkv 51�E(7 TUT'ULkA�'HIG wlNv SPECiPL Ya WU, hk x15ANC 17E51GN w>n1}EPJtyi-E t LK iERMITT P TE R F �1 +� 9\10AI LOM( ) 5FEED EFFicO EX14 ITEM5 ZOW CAfi�tt' cPM W 17 ,t N�? N ! S B L 13 5.41-1-4 2 `n 4a(rnmt) 3o psF n k 0 %\,?M 42" Yc 5 � 2 ' .2 FILE Copy�, FM 10964 LOT 32 `� o Archit(eotur I R view Board N PROPOSED C5 NEW Approval Date:,.� _ NOV - 6 2024 MASONRY �c I in STEPS GRW 5�� Chairman:_ 251 F---- ------- --- - - - ----- -----------, >r;s _ VILLAGE OF FYI- BROOK 5�' `' I BUILD NG D RTMENT 3 1 � ° 35'5,1 1 EXISTING F�3 `- O LU ! PROPOSED STON t0 Il 1 NEW W -rT TERRACE { l{] DECK 1 I 1 , R ��� 1 1 u I WALL FACE :•`i g C ti 25•73, / 1 C REMOVEBAY I C 1 I PROPOSED I ON PL Q NEW WOOD r, RE:31 Mohe an Lane Colors and finishes DECK STAIRS •�r �,�:, g � �p �`1.76 Siding Existing Vinyl EXISTING �� I ��'14- .�� Roof shingle existing g Equal composite White / e� Lu O 1 1 1 j STORY ! � T_�- Railing g White timber tech Trademark te� 9, ❑` _- D O_1D ,� 1 DWELLING Z I black metal balusters 2.45 GAT 1 i/ J , rr1 I (n Decking Timber Tech Dark to � a� John G. #31 Lights Furley Black Mo 1 scone is' t I Turley Black Modern Indoor/Outdoor 1-Light Wall Sconce �, Sea rl at0 Jr. GATE I �� �►� •�0 ° j 1 STONE j' I Q ' ' I � Architect � O �5 coRYE BROOK ZONING COMPARISON CHART 33 Byram Hill Road _ 1 1 ,�' ! I Armonk,NY 10504 O 1 1 /' j /' I ADDRESS: 31 MOHEGAN LANE SECTION: 135.4E BLOCK: 1 LOT: 42 ZONE: -2 O 4 POB BEING ALONG THE EASTERLY 1 / :'/ /, �, ---- SIDE OF PINE RIDGE R�`-A-CUffVE AT THE __-%_/- !-�� �- --1 -J Phone:(914)273-7350 L--------- -- --'- _ _...-__.___. 32.12' Q - JGSCARLATO@GMAIL.COM NORTHWESTERLY END i = ZONING REGULATION REQUIRED/ALLOWED EXISTING PROPOSED (R=30', L=53.71') CONNECTING THE EASTERLY SIDE OF PINE RIDGE Q LOT SIZE(ACREAGE/SQ.FT.) 12500 15162.6 15162.6 POLAY RESIDENCE & THE NORTHERLY SIDE OF � STONE��, CURB GROSS FLOOR AREA(F.A.R.) 3240 2565 N/C MOHEGAN LN. F 31 MOHEGAN LANE MINIMUM FRONTAGE(FT.) 65 100 N/C EXISTING HORIZONTAL CIRCLE DIAMETER(FT.) 100 123 N/C RYE BROOK N.Y. 10573 w - ASPHALT \ r` DRIVE ASPHALT DRIVE FRONT YARD SETBACK(FT.) 35 34.74 N/C s� 0, - ONE SIDE YARD SETBACK(FT.) 15 32.12 N/C INTERIOR KITCHEN >> TOTAL TWO SIDE YARD S.B.(FT.)/CORNER SIDE 40/35 NA/25.73 N/C ALTERATION S AN D REAR SETBACK(FT.) 35 50.2 37.25 9 6.0 0''1W MAXIMUM BUILDING HEIGHT(STORIES/FT.) 2/30 1#/20.25 N/C NEW DECK N 801700 HEIGHT SETBACK RATIO FRONT/R.SIDE/L.SIDE 0.69/1.6/1.6 - N/C STONE MAXIMUM LOT COVERAGE MAIN BUILDING 17% 11.5% N/C EXTERIOR ELEVATIONS STONE OH W CURB MAXIMUM LOT COVERAGE DECK 4% 0% 2.55% PLOT PLAN CURB OHW MAXIMUM LOT COVERAGE ACCESSORY BUILDING 4% 0% N/C ZONING CHART 1{:I; ASPHALT CURB MAXIMUM IMPERVIOUS LOT COVERAGE 5342 3270 3620 GENERAL NOTES ASPHALT CURB MAXIMUM IMPERVIOUS FRONT YARD 40% 13% N/C DRAWING NO. NOTES: 6ED A)?O FRONT YARD AREA:6536 �`� CAA /��C/� r 0 C_ PLOT PLAN � � •�� '� MOHEGAN LANE- ___ _ _ __SCALE: 1 = 10 -0a2528Q'� OF , 0'r N WARNING: THESE DOCUMENTS ARE NOT VALID UNLESS SEALED AND I_.I..I I 1 il�:`>'1 l 11 l rII I..fII II SIGNED IN INK,NO SCANS,REPRODUCTIONS-OR COPIES I II Il 11 IJ I 1 16 11I �lllT I JIiIT!J ARE AUTHORIZED BY WITHOUT WRITTEN AUTHORIZATION p�fllJ Ti_I�[�J1 l --- i111.11t I7 1 lil 11 .I1�1J I I�f�`f OF JOHN G.SCARLATO JR.,ARCHITECT. FURTHERMORE; 1 Il I lJ u. � .I .L -• -•-� ! ��I -� i .! I"•�! 1 i "�• ;I� I�-�-! i Tr1' r 1J>'1_ i I ]�i i i.-ll.'i-i..y1l. I _11.1 ! I i i I li.! !1_I_-I..I �I I..! � J IU�I IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY •-----------•-----------•----•'—_-"-•----------- '1.I..1.LL l._il l ll.. TI. .I I L. L1 II I-I J 1p!.l l. .il li_1 T.Tl.l l.1.T II.il. . . !. j. L �. ll L 1L I I 1 1 �1 ( !_±11 1 I I I J 1J !J�UIJf�11 111 liIJU iUl I !. �ll 1 ll u�I I U U I�II.III II_Il.11 II.I_II I..f(.i I Il.11 .I PERSON,UNLESS ACTING UNDER THE DIRECTION OF A �� +1��� �IL�I .1 IL i III 11� 1 I I I �I 1 i.T I14 ! 11 ll_U 111 I� ll � _ ' ._.. _ � 4 O L ER IN ANY WAY THESE - 1. _ _� t Ill I TI LlI�1.1i_ LIIJ 1l l.LIU IT I• LICENSED ARCHITECT,T ALTER L_l'IJ.I .II.I D_If ILI ll_ �iI-ULfI_. 11.L f II 11 11.I IL1111 p7111 u u l 1.. .1 Ii 11T J; 11 II II�.11 I_L(II 1111911.1 II!I T. II_.t� I. . tl tJ 1' SEALED AND SIGNED DOCUMENTS WITHOUT THE EXPRESS IL ILIJ I I T II.Ili I1. 11I I1 I t l Tl I l II_Il T l l'JJ I I 1 I!.l.lT l I i U_tlJ 11_IJ l J.0 :IJ T ll.IL III Li.i ll_I1i l.l.flLli IL 1!L I I� I I_ I_ .11. ( f �1J.LJ J1t1 I lrJ 1J J IL .1 JL llt. 1!I UI 11J I f !_1 (_ i�! ! IIL(.1 ._ttJ l .I 11> AND CONDITIONED PERMISSION OF THE ARCHITECT. U I!1. I._Ll p U lf.p_�L .T1_ I y — .. _ . . _l. I _T�I_ _ '_ � J.I�I�JJIII-lUl IJiJ IUJ f. J I_WLII_I I�I_IUL EI!I JJL L !I L.I.Il 11 I ]U II L J�I II I._I _.T I I�ji ,,lUllill 1!T II_l�l i il!�1�IL I.1,1� t�I1L u �L L�if]I�lL.li�l!_ �1J11Jjll l tll_pll I llJill�11_1J�I�l) L LJ II �I_I�1�111 �J� ....... _ -- __ — = ID L�l.L1.l1LI_I11 1 I.111 Ili I I)I I l I `L1 J LL1 L J _I ILI�]t uJ_t 11 J :I_f l( 1J1I� .I� l�J I I.J�II:I I _ Il.,] tznwc EwSnNG —11_ I_I l)!!jI U.L II_J 1.I� .l I II..11 ll.11.I,t I_.. ll.I Il f 11. II. 1 Il[I 11 I II--U L:.II II( ll I I l 1 J1 I I ]II ll .II j .. L - - - - - I III III{rl i I i If i i I If�I I,Illr►II( 111 III III I i �1�,I r I 11 1 T 1 Itl4 i 11 I�f 1111 I Ills r( �11411 II I II I I ill -- -_ -_..___.._.---.1dDTI0N SPorLIGI•tf------_-_ _.__--__--_____.--•------___..-__.__--__--__-•---.-----^.__-__._--_-- --'--_-- ----_.___..-- -_-__-- -- EwsnNG EwSnNG _ --- ------•----- -- -NEVJLIGHrS- -- ------ - - - -_- -------_----- - CONPO5Iff DECKING _ -'- --_ -- ---_--- - -' - - =_ ------_ -----••-•--•- _. .- �____ CONP051TEVrti'N'PEV-- ---�---- -_- �-' �-�---� =t�EWCOMP0511" -- -----.__._._..-- •_--._.._..._- REMOVE 0.D000r"Ff,'AARhE INP1Jn -_. --•-- _---.__.---___..__....RLtI JOI5f - - -- - iJEVJCOMPOSITE r-7-- --_ _._ _ _--•- _--..__._--_ QJSLLATE WALL W1M MIN.R 15 -- - ------•-_-•CO1rPO51fE GUA97_--_---__--- SEW fRL'A ANV PAfLH _ _---••_--- _-_-- AWHNJt7RAlL5 ----- - LW235 _-IMM"PAfai- V11J11"PA A5 _`----____-• __--- DAff'WTO MAfOAWN P O PAfCH CONPOSITE GUN?D _-__ YIiJ11 5Q71NG A5__ FW6606� - 597Q�f0 MAfCH Ew511NG - --•---•-C014!NOSIrE VEaQJG .:_._._. ._._-_+� .^.="�= -REOItkEV -- =�Ol1�V Ew iRJG "- M47 HPIJI7RA'LS 11WV5ANVCOMP09TE __ --- -----------____-- -__--- IJEWCOlvT051re -- - ---- Ri�R DACKEI'S - _- ---" -------'-- -- VECKWG _ — - - NEWCOMPOSIIE RIM 'coh�Po�rE_--- — --------- - _ — ----- ----_—__ .tolNrv4RnP GW1RV P.NLS_ ---_--__ -- _...- --- --- ----- - - -NEW COMPO51tE_._._.-_--•_-_--__ =_.--__-•-- -- --- i4EW(3)PS 2t12 VEAM DECKING - NEW PS.6x6 P05f ON 51h'IP50N ADU66 A' V Ew5f1JG 1 SPOT LIGHT RiM JO15f •- / •, - ,. IIJfO COVLPEIE I: •,: '. •' .: .. .. GU�?DS NJD I{NJDRALS E>aSfING ] "• -'t � .. � REPAREwsnNGsr Ilr _ 5K1QJG VrrJ.l A5 I�OI11�V 01 Jr •IY{f � '�6' - •i •�;' � -:t' Ii�RIZOt AL CO 051 �c• -- - - Ewsn.JG ... E>aSnNG _ - 'JC �- -- --r-•- - - PLAT 5 R P.f.2 q - OVER t. 'r P 'f 1 t' V .f. V ;-'r'' 'I I P 6R6 0�0 - •I z '1 - W n~-� .;: ALL UNDER R1M .. =5iMP50V AD M - '=t• IJ66 �LYI� - 1 c MD Dl. R1:0'V i- �'f'i i^ �';• r •i� INfO CONCRETE ti 1 C'051� VERMAL DE= Ew51IN6%0�e F - 00%I G 5'ohe 1EPPp!E I I ( I I I I NEW IT'COWMI-C I I2EM1%rR1;Z�V5 01J DENCH FACE fE Va NJ"J -JAMilv-�WLI- ------- J I _ 50N0i X5 3'-6" I I NJV COMPOSITE I MoNrAL VEO" 5lrnrJG WAu i.�:'VV NtA50tJZY SfAB?5 NEW 50\e%A115 NO I I I I I I I I I RLOTY G"/V�E MINIMUM I I RISER DAgER5 &DU OEM04 CAW Ne01\n•E 50N?5l rA OF DLtE5f01\E RISERS ' I _I� I I L I I ' rl_I� IN TERv. E A1JD DECK lJ t-J J U EXISnNG srONE tERRALE L— ------------------------ --------------------�--j REAR ELEVATION RIGHT SIDE ELEVATION SCALE: 1/4" = 1'-0' SCALE: 1/4" = 1'-0' I Q I Z Z 1 Zo 24 155'-'5b �r&Ple k 1i-t 6 f3Lp6 rvcfyl IT I,�,-�-�i1li ffft►iJl� I:I Ilia_ John G. T!_il� .�I�I II t > 1 , Scarlato Jr. 41 .•11 II 1 � .�fl ��I 'I Architect Y-01 MIN.CLEAR wViH Af N.L PCrW5 ffift 1K 33 B ram Hill Road PWMMP MIWENK50UD?WN.LSN Armonk,NY 10504 HANDRAILS ATTACHED TO ___._._........_.._._.__._.._.....__. _ L-RoFENPo5f5mvP f THE INSIDE OF GUARDS AKV WALL CMVINAWNS SHALL BE CONTINUOUS Phone:(914)273-7350 -_ - rT� dS,sI{k° Dot.!✓ OPENING FROM A POINT DIRECTLY JGSCARLATO@GMAIL.COM ��II�GII �j&� s ' II BETWEEN WIEN for PAL of GW14D ABOVE THE TOP RISER - ---- -- p'f n'(, �i� P�-i4 0C, BALUSTERS 15 FUNCf&'UG A5I+Wft A5 VhU., TO A POINT DIRECTLY - ---- SHALL NOT P05f 146f DE AffKWO IF GUARD TOP RAL VOLfX.E5 -------------- - ALLOW 4" tOFINAI RI�R t4`n A5AHMJt7KM ABOVE THE LOWEST ---------•--•-••_-••---•-------- is .Y�H6 ��F rzns SPHERE TO 51XH OW 4E SEAR 1READ A1JJ Rt5ER5 AS WELRISER OL AS MEET F THE HT P O LAY RESIDENCE COMPOSITE 611A 7 C.dF�IPasr'r PASS WVJDRA9 15 CONONUOUS ANVHN0ft5 -- �- --- P�'4ke,6/,4gj 5- I1�fl� W I II DEMEENSAIV MINIMUM CLEAR WITH 31 MOHEGAN LANE AEW CONS°OS tE -----_-_-- _ -- �'L Sp �G THROUGH. FFOM A POVOMWfLY G.lYki7/LL It A SDIMENSIONAL I ffift IK fOP 05ER 6 NLL REQUIREMENTS DEaQJG ZI-�; fOAPOINrD�REcf�.Y MQJ.N.5"CLEAR WiVM RYE BROOK, N.Y. 10573 iJEWCONP051TE RIM -_ HANDRAIL STYLES CAN ,o1Nr�n7AP - --• = ADovE TFE LOPtEsr ' '= 4'^MA)(. VARY WIDELY,BUT MUST RISEP OF iFE FLIGHT FP0.EcfION ALL COMPLY WITH 2O20 new('>)PS 2d2 DEARS - .-. -_ --- ��(� - � (Alt g SOLID NEW P.T.60 P05f _ -- }E � WALL FROM WALL RCNYS R311.7.8.5-6 AND INTERIOR KITCHEN 52AP50N6C52-V655 _ '�' OR OPEN OR P05f R507.2.2 FOR GRIP SIZE. P05f _ — -- POST 27"MIN If WO VERIFY ANY PRE ALTERATIONS AND MANUFACTURED —... _•---�._.._____ RAIL *me USE-5 HANDRAILS ARE IN AN D G1A.W5 AND P.A'.g71'A7 5 - t� COMPLIANCE WITH REPAIR Ew5nNG SfONE NEW DECK 51rnrJG vrALl A5 REQUEV o "` 5 M ARCHITECT PRIOR TO AND/OR EwSniJG SfOh1; � ._ �� �'F� PURCHASE OR TERPA'E NJV } NNJ<7RAL 15 UV INSTALLATION. 51inNGVr�L ' i. _ OPENING BELOW BOTTOM RAIL SHALL NOT ALLOW6' EXTERIOR ELEVATIONS r•: ,..., r .-:.. SPHERE TO PASS :,:: -•i. — SECTIONS ;.., <•.. ..��1, ;.•' OPENING BETWEEN '''`":�•"": �'•• WALKING SURFACE AND v - EwSnNG STONE TERPPCE k-4/-A h�:�t>T AHC41-f b Gt�tp GUARDS SHALL NOT ! iNEW MASONRY%05 , ALLOW 4"SPHERE TO� _ ViR(1CAL VEaP�G OrJ DcNCH FACE OF 5 ONT VEWERMV PASS THROUGH. DLLE5f01Jr 1REAV5 iJEW P.f.6K6 j I' HORIZONTAL G'cCKIrJG DACI�R G-ETWMN G!J'IIJ fER�N.17 VEC!c I! P05f ON KeW 12"CONCRETE •��6 BACKERS OR O HAVE -'k 50rJ'Jt15 3'6" MODIFICATIONS TO 9�tiJ' MIN.CLEA BRED AqG+� DRAWING NO. SWPSON ADiJbb LJ .°rn LEVEL 5� 1 ' A'JC ROMP 140 (3EL0N QM MIMMLIM PREVENT A 4"SPHERE TREN7 DEPM k}i �p� GAlq��t�C� C ' FROM PASSING THROUGH VN?IAnON REOU>V , _ 0 IF TOTAL RISE IS NOf t0 L L o n - 111�I I I GREATER THAN 30" EXCEEV�" LEFT SIDE ELEVATION --- ✓ STAIR CODE DIAGRAM °��°252G�^�o �N SCALE: 1/4" = 1'-0' NOT TO SCALE o �'� One 8,Two Family Dwellings: HPA 17AH a r^H-P51 2IA6 LEGEND (a)When truss type construction,pre-engineered wood construction,and/or timber construction is INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT utilized In the construction of a new residential structure on In an addition to or rehabilitation of an 2020 W5 ECCC--NY ME R-402.1.2 - Ww CON51"fICN9 existing structure,such residential structure shall be identified by a sign or symbol in accordance with FENE5rwinoN %nar D b elLING hV1501J°Y W&L PL D NEt4f WILL 5LA8 R-VAC CRAVA`t'ACE WALL the provision of this Part. awA(E ZOVE , d 5rlt ft ai " : a WW FOUWATION P -F f b U-FAC1 b FENE5TRAi N5H5C R-MAE R-VALIE R-IALLE I R-VALLE R-V e trP P-VA IP 1i5� ��°F�r (b)The sign or symbol required by this Part shall be affixed to the electric box attached to the R-20 v r4-45-f1H6 ra(Inolst) 0.52 0.55 OAD P,-49 h 8/13 R-19 10/13 10,2 Ff. 101115 t0 STAY exterior of the residential structure;provided,however,that: R-15+R5 Rt R, �bQc(L/�.t{p Set D6 L161M 0 EA5n1JG C01J5MICt10N �LEVMIr NOrE5 PER 2020 ECCC 1JY5 t W1 f/VLE 402.1.2 I f'�/s DES (1)if affixing the sign or symbol to the electric box would obscure any meter on the electric box, � � -+ EXI5n1JG f0 PE REMOVED or If the utility providing electric service to the residential structure does not allow the sign or symbol to a.R��ues arc,nTy17ln15.U folios a c rnaxkr.Alts.YAa,brula'.Im I,bntalled m a ca+lty r,'rdd,is leis that fie label a deslq,dl�ress or fie I I�Aatlm, ~ hXl$11NG f`011;P r —— 1 be affixed to the electric box,the sign or symbol shall be affixed to the exterior of the the residential the m Wed R-+r x of laic kis0aWn:hall rot be less U%m the knid,e spaitied m u,e tabs. structure at a point immediately adjacent to the electric box;and b.the faestrejm U-factor c4xA etdude,sk4idits.lrc 5116C a6m applies to all dared fcrostraum.Eueptat 5Wi4 is trax(he evJuded from LP 20 @ 1611 O.C.VI&L 0 (2)if no electric box is attached to the exterior of the residential structure or if,in the opinion of dazed(dwstrattm%a remiretralts in dirrOw zates I fit ou+5 where the 9 ZC for such skyhd,ts dxs rd ciceed 0.50. INSULATION AND 4R 5'-6" Wt(H 1/2"GW5UM Door NUMMR the authority having jurisdiction,the electric box attached to the building is not in a location likely to be c."TO/IV'them!R-10 emftrua,s Inslbtim m the iderl0/or a:tcna�or die Iwo v R45 ca*e+slaattm at die intern of Ov basmeit wA. FENESTRATION COAT E/a 5M seen by firefighters or other first responders responding to a fire or other emergency at the residential J.R-5 slid be added to u,e rwfed 4a6 ckc R-vanes for hated slam. ENERGY C 0 D E WIN TPLWV EXI511N6 TRIMNeO O 1MPIPOW LETTER, structure,the sign or symbol required by this Part shall be affixed to the exterior of the residential h.the Fir-st vase 15 cavity wstilaiim,die secald vase 15 ca tI1U9),WAIT th II,so I'D+5"meal,R45 cndty pWAI!eal P�,R-5 Wttn at,b,a lat,m' DN OPEa4 TO OPEIJUJG I.toe sward R-%,dx applies when rnae Ow hair flit InsulaUm r m fie Iriterw of tie tnas,.wall. COMPLIANCE 12 DA51 NJD U'PER C/Omf5 structure in a location approved by the authority having jurisdiction as a location likely to be seen by 8R MAfCNEXISNJG ^ ELEVAnONLOCAnON firefighters or other first responders to a fire or other emergency at the residential structure. STATEMENT VISHCojaeror ' 2020 N.Y.S.EK�ERGY CONRVhiION CON5iR1JLnON CODE 5ECf10N R 402.2.2 Luflras wlfllatt alit:svaces. TO THE BEST OF MY X (c)The sign or symbol required by this Part shall be affixed prior to the issuance of a certificate of N,1 M%CAON R402.1.2 WOM5 IN51AIlON LUAIVEER(HMI R-:O IN 12-VALLE5 ff CEILING AW IK Pe9,24 OF a KNO%VL DGE,BELIEF AND 3'-13„ 4'-0" occupancy or a certificate of compliance.The authority having jurisdiction shall not issue a certificate of ROOF/CELING A55EWLY 00E5 NOr ALLOW 5UFF10ENf FACE FOR THE WaIREO INInAnON.n•E N1AhVM MOUTTD PROFESSIONAL JUDGEMENT, 9 LIVING i.'OOM THESE PLANSO AND occupancy or a certificate of compliance until the sign or symbol required by this Part shall have been UJRLATION FOR SUCH R00F1 R-VtOg CEU.ING A55EMDLE5 SHALL Of R-50.94 LLAWN%KL EX0,1P OVER n•t:fOP OF SPECIFICATIONS COMPLY OR - WARNING: affixed. rl E WALL PLATE f0 THC OUTER E9a.OF SUCH PLATE AND 5H&L NOr DE COMPFE55ED.n 1!5 REDt1rnON OF pJSLLATKIN FROM EXCEED 2020 NEW YORK STATE AbCRO rn 11•E MaINEW,105OF 5ECttON R402.1.2 5Hh.L GE LIMITED TO 90050M FEET(46 M2)OF 20 PERaNr oP 1FE tom ENERGY CONSERVATION CODE z< THESE DOCUMENTS ARE NOT REQUIREMENTS. PROVIDE AN EOUW M1. 114F 11�7ER vt rn MALATED CELUJG AMA Wr1:CHEVrR 15 LE55.1H5 REDUCnoN 5nt,IJof APPLY f01HE U-FACTOR f1-TERNAnve APPROACH IN OF hV9 up NR IF KIfCHEN VALID UNLESS SEALED AND (d)The property owner shall be responsible for maintaining the sign or symbol by this Part and St:CtiOtJ R4021.4 AIJD n-E fOfAL UA AI.tERIvAnv<OJ�L110N R402.1.5. SfOVE FAN/VENf *' N � shall promptly replace any such sign or symbol that Is affixed to an electric box when any change or 4'a - SIGNED IN INK,NO SCANS, modification is made to such electric box.The property owner shall promptly replace the sign or symbol fhhOVES W EXt155 OF z 400cuD)cFEErPERA�NurE � � REPRODUCTIONS OR COPIES ARE by this Part if such sign or symbol is removed or becomes damaged,faded,worn or otherwise less AUTHORIZED BY WITHOUT rAl15r INCLI.Ve A DAMPER conspicuous to firefighters or other first responders to a fire or other emergency at the residential ;,,,; �„aa,;,„,„„„ (OMUlTabClta•o(anaUSTOMNua! OO a structure.The property owner shall keep the area In the vicinity of the the sign or symbol required by ` nial? '"''"''�"`""" °'°"°""°`°`°''•"""°"••�`" WRITTEN AUTHORIZATION OF I..i Wa.,ir.olK. c.a.'Sn"uoM.Ja.e.tr.m.r.Maar,lr NEwunSUNE OO IUYlIM.N Nr,q•I,d Rlrawer.M•I'+r .laal.a.tr It rn w•alit .G b pine dR+w4 this Part clear of all plants,vegetation,and any other obstructions that may hide or obscure such sign or b.i•�'•s,wntt•r utatla n..,t..r►III to srOVE Kli'Q�N JOHN G.SCARLATO JR. vM.rdi.tl�W.-Ii,yr,em b./N•Y4• can wM rla n•1•v0•n�••,+ur,o �• H 1 a,.dr,u.i la,I...n wa.•i„r.t,.ar.t e.p,e.,,.;.al.•N-M.n,1a,tY,anw1 EwSnNG wINDows eAIM AMA symbol or otherwise cause such a sign or symbol to be less conspicuous to firefighters or other first �.t„h....,N�a..l,b,w.+.,lar w, a QQ , _ ARCHITECT. vaabrA,11e.7)apeAAr tra.nraw*i �e•,,,,,,,,,a,Nsaornnvw•.aa1•at• PATCH R..m-+rill i,. •!-,.ti•Lu.e I ;r PAfLHAJnfFINl91 responders responding to a fire or other emergency at the residential structure. �i,,.,,•,v,,,,,q�„a„ b..0.d-rr.ta.knieurtat, OAx FLOOR FURTHERMORE; ,e�.rwir,!„mteMmwMleUaa. .sell h•.ra.a lr(.Yuww a y,.wN W w,� •�h eeg•1.a.e•.t a.oil.tNq atlas m.. 1n GAK FLOOR, bWW Maf,eb.a,"•'"'•'~w.,•�'; •""'`t.. COMPO90 D MNUA A5 REOt.P AS kE01Js°Et7 (a)The sign or symbol indicating the utilization of truss type construction,pre-engineered wood 1�..,.�.,..�::.-..-•w�W alllll�(d.:,,'t.,�Nry.n�"�.„ I IT IS A VIOLATION OF NEW YORK construction,and/or timber construction shall comply with the requirements of this subdivision. w�:»ahwnl..ria.wr•ir•rt.. TREAt75AhroCONP051!E PY q t:'�114i'-��•n.�.,...u.:ra Rl5EROACKERS STATE LAW FOR ANY PERSON, e:•,t,"rw�:... a.tiaN,.w.t :.".ia••a..,l4atrla.met.rp.,y•.Iv9• 1•,•.thm..Nr W,..r w.t..aer.aw,n,• ,,.,o,..T••U,rW..t.IMw,. rib„4.np ra w�•nwnr,n H 1.Itw 1.-6w to aw tied agl am—u.A•i i 6•-•� ��-•-•-ham 'w e...,�,..,....,..,,.,r.._a„ M/a UNLESS ACTING UNDER THE (1)The sign or symbol shall consist of a circle six inches(152.4 mm)In diameter,with a stoke of "-^•.•� M•'-"�-�-'- P.T.2,12 @ 1211 O.0 o G1 E�a5n1\IG W1WLrN5 r W Da MlrymM er.ten eA.wilteht/ ,;;,r„,,'-';o';,�,;,• STAIR STRIIJC�RS AtTALi•ED TO :0 8 - (2)1"T 9�'1 L%FEAi7ER 1/2 inch(12.7 mm).The background of the sign or symbol shall be reflective white in color.The circle „;�►41.a.„awq..mmw.rwpi„ "'°"'•'�� L DIRECTION OF A LICENSED weewa q lwa.ln•at�.elwe:v a.t.i•„!n DOI.ELE RIM J0151'WTH and contents shall be reflective red in color,conforming to Pantone matching system(PMS)#187. iree�.Cd,Iml.tb6 eaal,.p1;Y erxtlalrntsn (2)7110 ALUMUP1,FLIOVZ ARCHITECT,TO ALTER IN ANY a.te.ural,ry,areei'`�vwm..z,.n• ►1(exatoetlirtlm,Ariml 5)hM4L5C55CONNeCTORS 5'-o, CW255 r F1AG60bQ w',;;,;,'4.;e At OVECR WAY THESE SEALED AND SIGNED ()2 The sign or symbol shall be of sturdy,non-fading,weather resistant material;provided, =a-�' ;;ti "'a"•'trei,,' ffif .M- fENIPEREU GU55 FP.AN�Kew POOR IN OLP g Y Y, g, •.i,ti.a.m«,.,(,e�N. u1w.e.r.eo.N�..l,r.r.,avm..m, 5WP504/OU4455 LEDC�R60it�17NJD .�.w..,ro..t.—,,P� MNn,w,wV<IrM wlo4Ne...,,ua.. „ , wlnrvowortJ,NIH DOCUMENTS WITHOUT THE however,that a sign or symbol applied direct) to a door or sidelight may be a erminent non-fading ..„_,w,.re.wre.e.w.,..Nr`lw:iE i„d a-.dw.r..aa-e.eidt.nhwN COh.OSITE UlAP7` FPJ+ME UJ ODD WU.s7GWOPEtJ�G At 000R 51 g Y Pp Y 9 Y P 9 sticker or decal. „�:• •'•'•••"•�'•~°•' `=`�` �+=�=' 1 POSfM10kOR � wI1HGw�NsoNn LUM�Rro t�N1NSG+Jra-LUMrRfoMATCH EXPRESS AND CONDITIONED MATCH EX15nNG.UJSLLATEWrH EWWO,6J5.l.Alt WITH MAX. PERMISSION OF THE ARCHITECT. (3)The sign or symbol shall contain a alphabetic construction type designation to indicat the KW WOL 0 OEAtCH 10 MAX.R-V&M DATE P45LLAIIOM R-VALE PAtf WSU.ATiON FOR construction type of the residential structure,as follows; "' FOR CAVITY SIZE AN2 PATCH CAVITY 5JL AND PATCH FQ46W5 r:°:;, COVER PA110 fO 1rcCK FINI� TO 1AATCH EXISnKVA iFi; ,ILc�' I •E5 TO MgrLH EXISntJG ;� ;.• ,r:,:.:..,•• GAP 1MM PLlVJNG - (i)if the residential structure is subject to the provisions of the RCNYS,the construction type �• :''~::. ' l)LSfING Pnr10 TraI5RaR DECKA5 [N WW COMP0'59 rcCK designation shall be"Viand and "'ri{ryjl = PACKER/OYM RAIL VI;i,i7 :. ">6"COWO9,TE PC=1G DOAP05 (ii)If the residential structure Is subject to the provisions of the BCNYS,the construction classification type designation shall be"I","II","III","W',or"Vito Indicate the construction classification �. t•`'-� ••+ t.EwGnS��roDDO �. .,>��;q:,.rt�• -t Y•5�r (VERITY I. neat of the structure under section 602 of the BCNYS. '7'"• `"." 't`. g I OtJ�CK ni OWNED ��.:,'i.,'I�:t'4--•`•;='� •°t���� NEWMA501JRY5TEP5Poo (4)The sign or symbol shall contain an alphabetic location designation to indicate the location(s) ,,,ry �,I�L c, t;'s�•la tit I`'a `,;` foam NTH SfMP50N Dft2 tEtJ510�1 TES containing truss type construction,pre-engineered wood construction and/or timber construction F�,� A . �,:]' � ML structural components,as follows: 1 �;� )54f l;a L I. r,ia_EL ti u AT EACHBALING P05f ONP05;tE PALINGS "Fit 1 1 F shall mean floor framing, COVP051FE Ix POWN16 WRAP ('} g,including girders ens beams: .•14 r.tq.ti; (Ii)"R"shall mean roof framing:and a �s,�2�:•t, E>a5T1tJG STONE I�PAREXISNJG SCONE (M)"FR"shall mean floor framing and roof framing. rt'`,^ 1' �' 51=6 WALL 51fn1JG W&L AT NEW UP 2 u�a 5fn+R5n5Ka»EG 4 R R t Zu� I y5��b �PtLtGI N(; d (5)The construction type designation shall be placed at the 12 o'clock position of the sign or "r fys 5fO R IU I ZZ I symbol,over the location designation,which shall be placed at the six o'clock position of the sign or r,�rqg �Lp6 p�t21-/I iT symbol. Description - OLLE5110W IMA05FIRST FLOOR CONSTRUCTION PLAN- 6" Dotq•id to piPMO the boll loohnoiopy Ie eQYAII(e p,sStura r a belrraen radars and oufdos.xhgt ei0vld tog oflsotf+e Wnrlls:km late clpailel.IwNlhbt home. DIAMETER Eumetaagssts.smoke ofpel6euatesgenotnsd(ion,nawwly vented combuamndonesslheafiwdaooa.rmmheetor.Onlyiaen'oltassuohovonplitoond sl,-p a solution 161 aul:auin:ardeontio9od flash it tMa then=@ eeorylime you tumon the tinge hoodl This It an tnt(noeY.od.syn:hrenlaed sytion thol Install! SCALE: 1/4" 1' 0' east y and n ap dubos any ton vako inning to Ito sensw.Perfect tot nail coni"uehon or raroht nto tti oz st ng Ant Product Ffsturae •EMAti'Intatlocked mako•ap ah dampois prmiM outside ad tdion lagvbed wkoep the a i In the home hesha byabovdng the range hood to opofsle at optimum lovsb. •Unhers,l dos gn actin vn:b snyePOAN•tongs hold to balanoo indoor e•spiessurt by providing lntanoakad mat:aup all rAthanl iacua nq a d toot cnio connection REFLECTIVE botnoen lase lance hood will the demper.Instead a sonsor Is attached to the vdimust duct to dneet It the long hood Is oporating. •£Iwo clampus(MOOR.t.Wb3 e,MOIOS)om hco,beked to the main automalto at unhti"maht-up eb danpoy and opm.In uMaon lei slnch,cnhed opetal on.They WHITE olwo.along Into,1M main deapvr.et soon as the'engo Hood to ponrod on Slave dan V%can bo-gongid-logotMl to olbr d0 o cost tlfeoiW moani topravida for NOW volumes of mslx•up a 1. •Cinbeusadtomsellmenu,bnal Pit dmtid Code(MG)•Nstdreavltemenlslmmske•uoait. .Imatxked mule"alt gstems avail masted srlgl 43 edisled rihh barovialtb aosidons and do net lot umvanttd sh Into the home durkig henma a,cooliing a6livdlasto sit proaaliton%;jai zed for a well-balanced omlmnont. REFLECTIVE RED REFLECTIVE #187 •Frosholivial was cis roeuked tot use wilh Wks-Up Ak Campers John G. 1 a Scarlato Jr. Architect • 12" The construction type S ROE 33 Byrom Hill Road designation shall be Armonk,NY 10504 "1",1-1111,"III","IV"or"V11 to Indicate the construction DESIGNATION FOR STRUCTURAL Phone:(914)273-7350 classification of the COMPONENTS THAT ARE OF structure under TRUSS TYPE CONSTRUCTION JGSCARLATO@GMAIL.COM section 602 of the BCNYS. FLOOR FRAMING,INCLUDING EI05Ti146'AIWOW5 GIRDERS AND BEAMS ---, • POLAY RESIDENCE ROOF FRAMING LP COMP051M DECKING lR iPEAl75ALROD1Rs I 31 MOH EGAN LANE FLOOR AND ROOF FRAMING P.T.2d2 a 121,O.L. o I EXISntJr E>a5n)46 E>nSnNG RYE BROOK, N.Y. 10573 5fM 5T?II kR5 Arf M12 f0 �o L7011,URIMJ06TWPM L— — — ----........................... 5ViP50N L5C55 CONN1I!Cf0M MP5a4 LU521055 P.f.Z12 LEDGER DOAPt7 D01-TED 10 ANtJ.(4)5liVP50N DfnT tEN51 TJ TIE 3-0'�`?015f HWJGERS FPMA!NG VNM a'TIYOUG}i DOL t5 a EVEIJLY 015f13DUrE0 ALR055 Ixa 51b1P50N AOU4455 f1P PAL r0 LEOCER 16"O.C.5fALaPIP TOP f0 NJD NOf tJOf Nora nvJJ 24"FROM I INTERIOR KITCHEN P051'/JJCNOf,' COW051te Cd1Aa75 5IMP50iJ A3114455 DOtfOtA LAIN.2"FROM EDGES EACH ENO Of EACH LWa F DOA'P I P05f lq%,C 1OR5 (see Fiam R507.9.2(2) I ALTERATIONS 51W5oN I OPEN UNMR MCK StQW, OIJ DECK PETAL PAa) 52-2/455 2)P.f.2dO KAM DOLTEG TO561KI? GAVEL FLOOR I� AND I• ALL CONK:CfOR5 ALI 5IMP5ON 511 I r TIE VAfH GALVANIZED ZMAX COANJG 0R 5TAIME55 5TEE1. IALL T ' '05r CA' hIM 41'CAV14,00 OR 5fAIKbE55 OVER 20 ML PLA511C � I�itEEL OOl 15 a I6 O.C.STAGGERED NEW DECK CONNECTOR CHART ALL I'MTENER5 ARE 51A'U'50N 5(RON6 Oft 5CREW oR N/1L5 ALL 9 iftW HAVE WUVXI!N1`PIM5H COATWG A5 CONNeCTOR TO PRE56LLE TREATED hEW WOOD DENCH To LUMDF.R f0 DE 6AVANr1ED COVER PAW TO PECK 51A'd'SON I TOP AND OOKOM 2 MIN.FROh1 EDIe-5 MK WVN WATER DNER5'.'ft ro NOTE:W A-TERNAMC CO1\KCf05 OR FA51?Wk5 SWILL DE 9t1D5rifuiev 1M(Ht'JUf CON5etir OF ff MCHefECT. OF t t� eXI511Nfi PA110 GAP WIM PLANi)JG �A55 5Y5l-rM OEi e14 PECK TYPE MODEL# iP,iLL151AR7ER PECK A5 FiOXAI i J015T5 DRAWING OUT f0 F,EAR k% COATING FASTENER-NAIL[()SIZE] FASTENER- APPROVED SCREW[(#)- SIZE P.f.4x4 Po5r ,1Z It PACKER/awn RAIL TE5 a 19N 10"COW-MIE aJr1ER%"LEA�R Piro _ BASEMENT/FOUNDATION JtTSf FWJLPR LU5210 ZMAX (4)0.148 x 5"eJL)15f..(8)0.1480"E4 EAR/LEDGER (8)5D tt 9 I"lOISf (4)519 x9 2?'LEDGER, EACH J015 5014OW 5'-6" (3)P.f.2d2 REAM PaMP fOGiEW,WN?' o PS.6a6 PO5r ON 1211 a fOOCN DELOW MADE 6&VAMZED OR 5fAM:1!55 51EEL OaT5 a 16"O.C. CONCRETE 50NOMM,5'-611— CONSTRUCTION PLAN JOi5f HA IaR(DOLME) LU5210.2 ZMAX (6)0.162(5 Z"@-1o15r..(8)0.162 x 1"GFEAOER/I-Wal? (6)50 n 9-12'J015f (6)50 x 9-2 Z"LEPar MdIJIASUM 5fA42PED fOP A1Jh NOM 2"MIN.FROM EDGES VELOW G..AI>c MIMMA AEW/ `1�?Y 5(EP5 ___ ARI____ _ _ P.1.2(4 FPANirD — (12)0.162 x 5 1 f0 GA'A0E NAM 51h4P5GN ADU6655 PGSf 51MP50N DC -5/655 51MP5gJ 11?A551 ? ► WN LS UiJDER DECK—— POSf CASE ADU66Z ZMAX '11 NOK�E P05f OA5E A01144Z ZMAX I'll ri ,,1 SDEtiVPLL r OEM4 W 511EPIZOIO (12)0.162 x 5� (IZ)Sr) 10-I� COLl1MN DASE CONI�CfOR POSf OEAM COM.:CfOR TL--S�EACH JOISf ff OEAM CONPOSIIE FLMKS ----- --------------------I P05T/BEAM 002-5/6 VW (12)0.162,5'111 eXAM,(6)0.162 x 5 g"@PO5f 1J01\r 1(12 COW0511t LIM J915t W7h' DRAWING NO. EXISntJG 5i0)�� REPf1R E)USnN!5r0\�E 1 �p,ED aRO,/, (5)0151x 23' (10)517 9-I 2 HlA'JCfJJE nE5 H2.5 ZAv1X . '' k 11 51ff1tJG WALL SIfnNG MIALL At tJEW U' 25'-10-" 6 5rAiP5A5M0UP.EO 4R O• �1> 50\aR ColimcfoR L5CZ ZMAX (6)0.162 x I j'@JOIST•(8)0.162 15 '€aHEAW,/LEDGER (17)57#9-13" 'ifjy 5 CK TrweR Z o 0 fcN5101\1 nE5 Din ZhMX t(b k0.146 a I!„(9MI 0) 1J01 �gti� DLLE5�OKE iREAR5 TEN510tJ nE5 Dff2 zMAx 3"DOLE f1JD WASHER (8);'x l"5D5 BASEMENT FOUNDATION CONSTRUCTION PLAN 2 ,��02526D'��1- A 3 SCALE: 1 4" = 1'-0' OFrI ELECTRICAL LEGEND NEW PECORA 5AHCH (SrhlA.e POLE t0(A1L11-WAY AS pIA�.'NAEp) Installation of Alarm The canb!nauon altun�'ha ll IYdtn of danger using a piezoelectric horn that NOTE• EXISTING FOYER n N�wreo�A nlrnN> sv�re)+ The combinaifdu alarm should be Installed to comply arllh all total cosJ_s m rated nl SS decibels ni 10(o-L For o CO IttddY.nt,llie train will solind In IMAng(wL7dlctlonili your naea.Arlide 760et ilm Nal4mn!Electrlc Code.and L1e ieprduve rr rner-four 141 fast beeps,a shtart pouse,low pt)fast beep* AS PER 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTIONS R314-315 AND NEW DECOPAMa fKLE NFPA 72,Make cettntn nll ularms are rived loci single,cctm•nuous(non• In a smeka LiddcrlL the horn wal sound to Ute repetitive manner-dnee(3) 2020 FIRE CODE OF NEW YORK STATE SECTION 915,THIS PROJECT WILL svAlclled)poweribne,vA4chis oat ptoladvdbya ground luullintertu lac b++m pu t,`t s,nvYe, real3)beep:.Thtrunlishag e lncotpotatetour(A)LEOA REQUIRE FULL COMPLIANCE WITH SMOKE AND CARBON MONOXIDE AND HEAT p 41, hEW DECOP.A G/KOIRdp FA0-f CLgCUf INtEI:RtJ'f F,ECEPfKLE llmaxlrnumo114DiJILolrrilecanlre�sedinQwlnterconneclsy:tenUse Seen LED mll be-steady onwhenACprnverispreseitt,or twill every 60 DETECTORS THROUGHOUT THE HOUSE INCLUDING AREAS NOT DEPICTED OUTSIDE GrPG A maxlrn m doted 0 it.or Ai wbn 2! sec I a(e bile ns neclted by louse seconds)-then In L7o battery only mode.A red LEO%-All Ilash once or MACO OF THE MAIN SCOPE OF WORK. Gory t5 seconds to bxlcato smoke or Co aLirm lnarpccy,and will flash In O O 9P hEW PECOP,A ARC FAILf CM111"INfERW i;aKKLE codes). � f7ER S, LUMP� AFCI urasonlvllh Die soclnderpmlein,Amor:dre•rLEOlndkatesbuncanddons INCLUDED AREAS ARE GENERALLY, ALL BEDROOMS AND ADJACENT HALLWAYS (SiOM,A5REMaROrCOVeREOUREWHO Industry experts recomrnond spectric locations for stare otatm Hush s,such as The unit spat Include lite 'feature that silentes n smoke nenint for CAV�" � � i)EW PECORA CM MaPfACLE everyrlevel and slee Ding a tell or Die da�elllnq.TheYa!!orecommend 1CO WITHIN 10 FEET OF BEDROOMS, ON EACH LEVEL OF HOME INCLUDING BASEMENTS u oAmmo &l0 mliar:as II a rwis.anco ntam eondlllon occurs.The led claim bebtslallad air anehlavolotilnehoma'-ideu!lyunarnylevetvaU1fuel EO N AND HABITABLE ATTICS,WITHIN THREE FEET OF BATHROOMS. 0 bJEWFH0iJEanef Writing app5mres alv3 outside Of slesMng 6eas.S;:e Uset Gt fde for fullhei LED on lire alarm l ft ell.every 2 seconds svhKa Irt Husk?"anti the„tit Will AS PER R2020 RESIDENTIAL CODE OF NEW YORK STATE APPENDIX J,AND THE aufarnat:callylesc,Ilselt UVINUwoM ry N_wNCMLEOurLef IniornlaUan CLASSIFICATION OF WORK THE DETECTORS MAY BE BATTERY OPERATED WHERE The unl shall also Indicate n low utdleiy vraming utdlilrig a betel alarm O.CI ❑ cl6rp-The urritahnit rat a r;dntlrllrm n eel the opproprinle requlremenb of 4JL CEILING FINISHES ARE NOT BEING REMOVED TO EXPOSE THE FRAMING, AND ONLY - Architectural and Engineering 2034,UL217,NFPA7Z7nali-T�m f CnilelIlwnloFJreMalshol,raFPeitt-i tone NEED BE HARDWIRED WHERE THERE IS ACCESS TO AN UNFINISHED ATTIC FOR REF �t±gyp 2 WWCnf6ef z9fPoRrGufLer hv WIRING. Il.pER O tWRECESp LEp pOtA7J Llt}if S eeifieations nndofar-ttaydwefEngsl,FedotatHous{ngAuLlartty(FHn),HauJrcgant-' � P Lhban Deve'opment(HUD).It shal also include a 10year nthnuludurceu L N1CR0 5""WE OAFFEL Thu combination smoke rind cinbonmonmdde alarm shi0beKiddaModel smito-dwananty. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THE DETECTORS ARE CI O NEW LEI7WER-CADLIGNrRaceSim 900LUARor approved equal.tLsllatlbe powered by120VAC.60Ht;sourca TO CODE BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. pu VERIFYWIN0IWER vnlhhto(2)&%backupbamerles.The tetipliiatbra:opetafing range s"llbe AWARNINGcr1a's roaurrsn:cvid�•dfuru;tsNurlwrrrsWenrutlucouorzhtsrnd belwar:n 407 and 100'F(4 WC and 3T_13 and the funitdity.ezerateng range ae¢fdrte4ro rrrcossirc camb;rctcr vnW OcYu}octatorSolrryonuNcv lth�lrLrdnbtreoor I`� O NEVI'F�CESSisD 1M9fE l�(M'Id LICdif 0 shall6c toy;-9r,%tvltitive hun dly,noii-coriifansing 105HQItrornttrorcfol M»futt51af3.'a fkr4i rnrt deti%fml,dK,onedto/ia aw ct 5"6A FLE Y�NLENS Thu unit 11141 Incorporate n photoelectric sinake,sRnoer with nottdnal Ndhrd ak Item actrrr CnA•etl u<Carrrcvr Ab toJth ttapowre i1 iO not Wr-curey.rsd 3ens8in of 1.74 1)-0.78 tilII OBS•Ate CO sensor.,Jtnll ba of an � �lw.ln spccrnc mcdiulcwlrfihans,)f t�doubt 1 utbin"d a eActrfpraLtGcvte_ I O Ww SMOKE VefEum . kxivG-Istvtn.•rWvcmpoubrttralaycdnlyderusilwnutInar.'pAvsyAidrirroiklt ' EATIP.Ndclroeheadcatdestgnandshall meet lhesenslIAyroquitenenL L.7 or aytoenw ek: b nrclS,n(srcatao7inoitn•hioeCiXunioN1tund'i30pput KIf�N IGAlm.-A O Unden:rllers l nbototoltes UL 2034 Single orid,M,�OUjsfe sfaliiort Ca:bcn ' l^ C WIF�l7 CAid30N r"O1J I�ErGCfOR pocaY.v:-W7rmiTtretAcchat(avakfyrlhIc'7ppiovcilti:utdln9atLha Technical Specifications O VYE175NIU CAR"MONOMC0,00M1ECfOR padcag-r:`4'larld's Mil4cctlrate Carbon Alortoxlde'Alsm'+. Are combination alarm can be tnslnncd onllie shriven,of nny wall o:cutting Model: 900-CUlNt rr'AnON OIA.7E, U PER O following the LJLI dFPA'Manufndutei s recommended pinc-5trenl guide:lnes. Pawar source: 120VAC,60Ht 42mA max par alarm 5a0r CA6 WaV WAr VVECfOR The alarm can be Installed on any standard.091e,gang:electdcot bot up to a ups Ct r1'gctngon Jundfolt box The electoral cannectiliil llo the alarm}shalt be made :2 AA ball-ty bntkup ;FO O I O OV VATiERY OPERAfeP 9AW/0001\1110NMIi71 I;rith o plug-In connector Smoke Sensor. Pttalaetockic . CON80 Pc`:tECfOR A moidnlurn of 24 Kldde datir:eS ca:1 be int6connt!tad.ln a multiply CO Sensor Eiecuochtimical Q� ,IA%flON"Fog Liair NXI'm stallon ngangenent.The interconnect systam must not extoed:he WFPA Audio Alarmi g5d8 41101t I EXr `Y (Natiortat Fee Ptatuetlon Assoctottonl flan at 19Indating elevres.of which 12 cnn:be smolca alarms.With is rnituttin9 devkits(smoke;heal,CO,air-), Temperature Ranger 40-F(4.4-C(to 100-F f37.IrCi L II WALL SCONCE JU,1enON t30X tnlrc eonneciti lOs-Mil possible to intercomeel 6 strobe fights and bi )tumidity Range: 10.957,relative humidity,nontondehblng Q WAL LWr M4CIION VOX relayinrxfules.Tito afami Isnoi dcsgn.to bu intatcohneclad with ctlw' She: 4.95"to d antefe7 x 193"depth mltrwtneturer s products.unless olhet•.•Ase spedried. nee alarm strait include a le:t button Uralvidl elecdontcal tnnlulale the Wright: 05501b pemence of smaks:Ind CO and cause the unit to go irlo SoUt modes of Wiring: OuOt connect•rlug with plglads CE9 P r�(t FAN REINFORCEp fjNCfION VOX alarm.Ttlls sequence Iesls the wilt's electronic to ensure proper operation. interconnects: lip to 24 Ndde devices(of ritlldt IS crat be Iniliatno) The CO sphsai viib tint alarm to Immis o1 CO beloW 30 plod and vrtl nlciln in Wenanty: W;•car smiled lbatterles wctudsd) t the folloning[Imo range'Men ixposed to the come-eponding levels el CO. EXISTING PA110 vEt\'CH N-W C0MP051TE NECK Replacement batteries: E.ierglter E91,Gold Penk 19A,dolden Pourer r 70 ppm CO Coneentmilon;60-240 minutes GLREA Raplacw6rt batteries arc available vvtwre 150 ppm CO Cancenlradorr 10=60 minutes yuu ptrchnsW tWs oCirrrLNofe.M not as NEW 3.13 AMENDMENTS TO SECTION R404.1 400 ppm CO Concentration!4-15 rrd nutes fr!(tit+m balierFes(n(hi (VERIFY s unit. Q�t01300 (VERIFY L( tnt7n LiGHf1NG EQUIPMENT(MANDATORY) I ON DECK tiN aV ER) R404.1 LIGHTING EQUIPMENT(MANDATORY}.NOT LE55 880 THAN 90 PERCENT OF THE PERMANENTLY INSTALLED I I;Xf UGHrING FIXTURES SHALL USE LAMPS WITH AN EFFICACY OF AT LEAST 65 LUMEN5 PER WATT OR HAVE A TOTAL LUMINAIRE EFFICACY OF AT LEAST 45 LUMENS PER WATT. FUEL DEMOLITION/REMOVAL NOTES: R�I'NG 5 5TEM5 SHALL NOT H1 LIGHTING EQUIPMENT HAAVEACONTINUOUS YAS r1Af10N BURNING PILOT LIGHTS. 1.BEFORE PROCEEDING WITH WORK,EACH CONTRACTOR AND SUB-CONTRACTOR SHALL 5POr THOROUGHLY EXAMINE THE EXISTING CONDITIONS AT THE PROJECT SITE TO ASSURE THAT THE SCOPE FIRST FLOOR REFLECTED CEILING / 'ELECTRIC PLAN- FOUND OF WORK CAN PROCEED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. CONDITIONS THAT WILL ADVERSELY AFFECT THE WORK SHALL BE REPORTED TO THE ARCHITECT PRIOR TO , , PROCEEDING WITH THE WORK SET FORTH IN THE CONTRACT DOCUMENTS. SCALE: 1/4„ = 1 - 2.PRIOR TO THE START OF REMOVAL/DEMOLITION,PROVIDE TEMPORARY DUST PROTECTION BETWEEN 9.THE GENERAL CONSTRUCTION CONTRACTOR SHALL COORDINATE THE SEQUENCING OF THE AREAS DESIGNATED FOR REMOVAL AND EXISTING TO REMAIN.PROVIDE TEMPORARY DUST DEMOLITION WORK AND OTHER WORKS WITH THE WORK OF THE PLUMBING,ELECTRICAL AND (6�2 20z4 155v1�>7 �°� i'tz'I LI NG d PROTECTION ON A CONTINUOUS BASIS FOR THE DURATION OF DEMOLITION OPERATIONS.MINIMUM 6 MECHANICAL SUB-CONTRACTORS. MIL POLYETHYLENE SHEET SEALED WiTH DUCT TAPE AS REQUIRED. P1.46 101Gtz�i 1T 10.ENTIRELY REMOVING EXISTING WALLS(SHOWN DASHED IN DRAWINGS)FROM CEILING TO FLOOR n, 3.PLUMBING AND ELECTRICAL REMOVALS:PRIOR TO THE REMOVAL OF ANY PORTION OF THE EXISTING INCLUDING BASE,TRIM,DOORS,WINDOWS AND FRAMES.REMOVE ENTIRELY ALL MILLWORKS, PLUMBING OR ELECTRICAL SYSTEM COMPONENTS THE CONTRACTOR SHALL ARRANGE FOR THOSE COUNTERS,CABINETS AND ITS SUPPORTS.REMOVE ALL CONDUITS,PIPES,SWITCHES,OUTLETS,AND PORTIONS OF THE SYSTEM INDICATED FOR REMOVAL TO BE DISCONTINUED,AND WHERE REQUIRED, ETC.ON ALL EXISTING WALLS TO BE REMOVED.BEFORE PROCEEDING WITH THE WORK,COORDINATE RE-ROUTED AS INDICATED ON DRAWINGS. WITH OTHER CONTRACTORS TO VERIFY THAT SERVICES ARE DISCONNECTED.REFER TO DRAWINGS FOR THE EXTENT OF THE WORK.WHERE REMOVAL HAS OCCURRED AND EXISTING CONDITIONS ARE FOUND EXISTING FOYcR 4.EXISTING ELECTRIC PANELS,GAS METERS OR WATER METERS TO REMAIN. THAT AVERSELY AFFECT THE WORK AND REQUIRES RELOCATION,RELOCATE SUCH ITEMS AS DIRECTED OPEN WALL Ar BY THE ARCHITECT AND THE OWNER, NOS MwVEpPOLKEf 5.ITEMS INDICATED FOR REMOVAL ON DEMOLITION DRAWINGS INDICATE TYPICAL WORK ITEMS.THE POCKE�r I 'iwK John G. SCOPE OF WORK IS NOT LIMITED TO,AS INDICATED ON THE DRAWINGS,BUT INCLUDES WORK ON ALL 11.PROVIDE PROPER SHORE SUPPORTS PRIOR TO THE CUTTING AND OPENING OF EISTING WALLS, pO --- AREAS AS REQUIRED TO COMPLETE THE SCOPE OF THIS PROJECT,WHETHER OR NOT INDICATED. FLOORS OR ROOF.RELOCATE/RE-ROUTE EXISTING PIPES AND CONDUITS INTERFERING WITH NEW _-___--- OPENINGS. t Scarlato Jr. 6.ALL EXISTING BUILDING PARTS INDICATED FOR REMOVAL SHALL BE REMOVED IN THEIR ENTIRETY.ALL I t PE iVIOyL EXISTING BUILDING ELEMENTS NOT INDICATED FOR REMOVAL SHALL BE RETAINED AND SHALL BE 12.CUTTING AND PATCHING SHALL BE PROVIDED W HERE WALLS ARE DEMOLISHED,INSTALLED OR c- I r RchAGV CA61NEt5, SAFEGUARDED AND PROTECTED FROM DAMAGE OF ANY KIND, MODIFIED AND SHALL BE PERFORMED IN A FIRST CLASS MANNER.ALL FINISHES SHALL BE RESTORED TO 1f Ott-� PARnnoN Architect MATCH THE ADJACENT FINISH. e CI? V 11- i_1 WALI fl It, 1't 1 7.ALL REFUSE AND DEBRIS CREATED BY THE WORK OF THIS PROJECT SHALL BE REMOVED FROM THE _�; AWLIN.CES it '%1 EXISTING LNIf�G ROOM PREMISES AND LEGALLY DISPOSED OF AT AN OFFSITE LOCATION DAILY, 13.ALL EXPOSED ROOF SURFACES SHALL BE PROTECTED AT THE END OF EACH WORK DAY BY MEANS -- , a=_r_L OF BEST STANDARDS AND PRACTICES.ROOF EXPOSURE DUE TO DEMOLITION OR REPLACEMENT OF GUf KIfCHCN 33 Byram Hill Road 8.ALL DEMOLITION AND REMOVAL WORK SHALL BE PERFORMED IN STRICT CONFORMANCE WITH MATERIALS SHALL BE COVERED FROM WEATHER DESPITE FORECAST BY TARP.OPENINGS IN 41°i;i ak 0jrPbNlw ROOM Armonk,NY 10504 LOCAL BUILDING AND ELECTRICAL CODES,O.S.H.A SAFETY REGULATIONS AND ALL OTHER FENESTRATION SHALL BE COVERED BY PLASTIC SHEETING AT A MINIMUM AND PLYWOOD IF SECURITY ��___J REGULATIONS HAVING JURISDICTION INCLUDING THE BUILDING OWNER AND MANAGEMENT. OF THE STRUCTURE IS AT ISSUE. `-' iN -; L:REF Phone:(914)273-7350 FEf,aNSLLA :NG F 11r JGSCARLATO@GMAIL.COM PR.E-DEMOLITION NOTES: ____^_____= EXISTING ROOM i rat===== 1.THE OWNERS AND THEIR CONTRACTORS SHALL BE FULLY RESPONSIBLE FOR INVESTIGATING, F POLAY RESIDENCE RAY:-O IDENTIFYING AND ABATING ALL POTENTIALLY HARMFUL MATERIALS WTTHIN THE STRUCTURE THAT t I I I f I OPcMhU 31 MO H EGAN LANE MAY BE DISTURBED OR AFFECTED BY THE PROPOSED WORK.ALL REQUIREMENTS OF N.Y.S.LAWS ; ; I ; ; ; ; r'erAov7 fEADER AND THE REGULATIONS OF THE MUNICIPALITY OF THE PROJECT SHALL BE FOLLOWED.NO -sj---F-I--I--i--1--h pN RYE BROOK N.Y. 10573 ATTEMPT IS MADE DURING OUR REVIEW TO POINT OUT ELEMENTS OF THE EXISTING CONDITIONS I t I I I I ►8R RErr,OVE eMoe WjWaV5AN75ILV THAT MAY REQUIRE ABATEMENT,THIS STATEMENT PERTAINS TO ASBESTOS AND LEAD,BUT IS NOT i i i i i i n N� WALL RJ3 POCKEf5FOR NEW POOR I I I I I I II PLAiFORM ___--------- _-- LIMITED THERETO.IN ADDITION,ALL CONTRACTORS THAT WORK ON THIS PROJECT MUST a a�===E�r COMPLY WITH THE EPA LEAD LAW WHICH TOOK EFFECT IN APRIL 2010. Eat t 1 1 o �,q'%° INTERIOR KITCHEN WARNING: PAw I I I �,.r.�ri10YEOAY�r O adoa �' 2.CONTRACTOR IS RESPONSIBLE FOR ALL HAZARDOUS MATERIAL TESTS THAT SHALL BE REQUIRED THESE DOCUMENTS ARE NOT i REMOVE i '_��� ALTERATIONS BY THE BUILDING,MUNICIPAL DOB,OR NYS LAW.SUCH TEST SHALL BE DONE BY AN APPROVED, VALID UNLESS SEALED AND i iW&L� kT;ht I AND LICENSED AND INSURED COMPANY AND SIGNED OFF BY THE BUILDING AND DOB PRIOR TO ANY SIGNED IN INK,NO SCANS, L I' T C17n!Cr>IE DEMOLITION. REPRODUCTIONS OR COPIES NEW DECK ARE AUTHORIZED BY WITHOUT ; I 3.ALL DIMENSIONS ARE FINISH FACE TO FINISH FACE UNLESS OTHERWISE NOTED. WRITTEN AUTHORIZATION OF i 5n lf5 LEGEND 4.ALL EXISTING WALLS TO REMAIN,OR ALL WALLS AFFECTED BY DEMOLITION OR NEW JOHN G.SCARLATO JR., r- - - --------J CONSTRUCTION TO BE PATCHED.PROVIDE CORNER BEADS WHERE REQUIRED;TAPE AND ARCHITECT. eYJ5flWPATIO I NewCON51"floN DEMOLITION PLANS SPACKLE,PREPARED TO ACCEPT NEW FINISH.ALWAYS USE DIMENSIONS AS SHOWN,DRAWINGS FURTHERMORE; i tuwFOifla7AnoN ELECTRIC/REFLECTED ARE NOT TO BE SCALED. ! 1 IT IS A VIOLATION OF NEW J ; CEILING PLAN 5.BEFORE PROCEEDING WITH WORK,EACH CONTRACTOR AND SUB-CONTRACTOR SHALL YORK STATE LAW FOR ANY EXISnNGc��SrRucnOrvrOSrnY THOROUGHLY EXAMINE THE EXISTING CONDITIONS AT THE PROJECT SITE TO ASSURE THAT THE PERSON,UNLESS ACTING WN'L; r -- EXI51`11\4 foPe REMOVEp SCOPE OF WORK CAN PROCEED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. UNDER THE DIRECTION OF A r i y �. DRAWING NO. LICENSED ARCHITECT TO 1 % O Q`EO AROt. 6.PRIOR TO THE START OF REMOVAL/DEMOLITION,PROVIDE TEMPORARY DUST PROTECTION POOR NIAVER \g�C� �� coh`� BETWEEN AREAS DESIGNATED FOR REMOVAL AND EXISTING TO REMAIN.PROVIDE TEMPORARY ALTER IN ANY WAY THESE �. q� DUST PROTECTION ON A CONTINUOUS BASIS FOR THE DURATION OF DEMOLITION OPERATIONS. SEALED AND SIGNED ; O V,�fg701NLEfrER = �c 1 MINIMUM 6 MIL POLYETHYLENE SHEET SEALED WITH DUCT TAPE AS REQUIRED. DOCUMENTS WITHOUT THE p EXPRESS AND CONDITIONED .�x ► ELEVAnONLOCAWN :!Iy�' A 7.PROVIDE PROPER SHORE SUPPORTS PRIOR TO THE CUTTING AND OPENING OF EXISTING PERMISSION OF THE FIRST FLOOR DEMOLITION PLAN �J g s0'� �� WALLS,FLOORS AND ROOF.RELOCATE/RE-ROUTE EXISTING PIPES,CONDUITS,INTERFERING WITH 2 -� 4 NEW OPENINGS. ARCHITECT. SCALE: 1/4" OFN = 1 r-0 t -�.� SI•'1 a i" •i: .�.,, 1,i5� pu ��. �:^•,. its...: ', ll y.l "..It,r.'.�'r';;r�.Y,:4''i:r':::nisi r•• !.�.,I.J: i , � :.� 1{' � I: � I I4 t' l I I •J�a: ,;t J I�:�I ' 1�, I ',k.. [.I 7 I!'.(r•�a1t• N ,. ,.�'I:C•��I••� �''t 'r ,n' .y �!rS a ' I���1��r Y,.- 'r ..J �l. do"9' u I rr,i .s.:. ,' 1'", �•i. 4t •"-'•• �7 r .1 ^I•• 1qf t �:`r. I ,R} ., ..7 i Ir 'tIT' .. fI',. i�.. t1 FIPf .�,' )J r,. ,.t ,r Iyr,7 1' I f .r 1 1 0. '' '�r;. 1 ,{p" '1,11� .,1 ���'y'vr:.:<, .Ir.,:,jSy.,ri;C. i:'aa�,�• 'I'�.' li'' 'r}• r..�-- I •�'_ _i i• ��,� G•'1'+1 r,r � �;n !',•I;'I,•..: 41 •f''�,r,,ry5'4•.,+•i: ,.,,y r:r... [I' ::i� •,1 ;I 1 J .1 T•, ''II 4. r,•'I �' ,�'` k.v.�1?Alp,.•iCt r+: k.,' •.r,. 4. , ']`-• 1 :i •I Iit1��}};.'{'J" r}[�jj J s o .•v.• :i J'sp, 6• nl' '.+.M�_ li •r :r'/ I,.r I. M• � I to-. .1 � r, C. .r..r�t��.•' �'� 'A rt•I-c'ya""'' i�,• } i •�. G' 1 1� ! 1 ,j� I�$ri«.?J�•�•5 � b$,.Irt::�:r;�7:•:..:ft.,...�: , ry: ' :�'r.}� ,• 'r sf:�• I- [P,1 I :t I , � '`'ti S ,1'I I T „iF .!..I fit. •.. .I:{c ,I 1 it% ', e- 'I rR• li• .11 t { 1 I n-r.,.,, r, '.h (�Ll[::7 Cia7Ca�G�I _C"i3 r.• "+/ •r ••+',L I I:. I, �L i' , •1 � =c}. _ Patent 6 415�71 B2 I �t!!�.• ,I �+� � =�•:' 1.Patent#G 38�931 61 a # ��` � .fir �• I' =r .g'r' � a J:r�• J1 ,1..,l:.....K: :}�1'Ufil `h� J: .�'a.�r . :il•,,,. },, r:. .�:�• .I n�, ,.i�fi..^a'`�� r ;*; .b 7•:h ,;;.: ) ;:5 ,�' ��' yl ,�....��_.,,.r,._... .w� k.l„,.,i; ,,�.,. ..¢'� ,I - .I p JA Ir7i I!.�. ) � 11`.''1 .I a".I C I ..rb' 0 ,. �n � '���5 :1':rr't�Ir 4'�i�,•. .;/ ..t.',{ rr '1 {r ,y cl. 1�r I q• :I y s� I a ��.'�a' .I�.r, ,t'.'M!' N System i 1 ,.JII !.,I•..�, 1, T,r, r' N_, old. L.3 •:,:rr . r;-. .. �1i1tE1�IVECSIpfI � •1 •t. >:I '.� , x Q:e'�I .�''. r,'•�•L. ••:.�,� 1,.,.. 's':;: r� .r.. � �� �p N.:ire:':;•!: .a ';t.h �.� ,{•, i t!i%'"Ir'3;1 I{ i} IL;�,i•t'j01 , 1`,.� ..�,p ��,hr;_;.. .1 ::rtl� y,,.y;r,,.1. '�.. , J' I } 1+1?!i t I'• C� ,.s� G'• !i• '� •4+r. 7'r w:iL�C61 J' .i;;:::i••.':ar I -?~-�...•li:;T ' I f.. �p;,'IrI• dl:'�r�i .i.J'•r, � r,,- �o.a�. � ",rx a�`e��j �' I � ,, ,��I,,'=°gal; ,�;.�• 1, I •'4 .4• � , I I.) ,I;,(�ra•y.:; it ,,!jjI r uI.L,,,�l, r a I..• 1 4.J{, ri..J.:;r ;, i!..-�. ,t sE;'L .:�,•M f :� ''�,J- .I. i 1..{{.r .'tl �7 I¢'4-N'', !: { �I'�.i`�•..'p�,'fR�•r:,.�' ,•walks , -nuc..�ia•N rd It!•t;�ar}'•I'p`:!!1, ,•Di I ti , I !. ','��. .L+.7, :�...k ,i' ICti, .. '.�•' '�bf�C• <if r I' y, ..s..,, , .�.), ,._'.r. .11.� �'r.I. Il''"F,a 'I • p„; :�.����� ;��`� �:� G�rti<,rll ..,::� .a.: :I�'�I t•I:•.�--��i:• ! ,,.., 'I� t tf: 1 '11+:5' r. ti�''M^j[,t:V.r•1.'-b;1,' I iI'11�1',.I.' 'y1 ry rl�.1 j Ip 'G/LJ�I ..1(7r:a...r:;r1r...:1:.,,.4��•I.,..r�•..�•.•.�}�'.�rl•iL.�,.i.. �..t�«,..4.Topside Standard Installation Instructions 'al r,Pr�,emu.J..i. ILAI''jJT•,y'.•J,,CC7.,pk 1 f�=,,.J"`�R{,•�It}. r l,yy.T1,r~:1h..J Lr eInr l:1•,y TY r, ,,''•-•�!(1..;�`mr.r..: ,'-,t••7••I 1,.2 5,.:.I,..J::.::L,�:•�f:d'.1:! i.5L lnir•tR.rS`.Y•':ir sr 'J!1�r.n:•,.'tI},t.:.1'I:i I G �r • ` ' � ;tI N ,''•t%::1"1.:.i,•G: t..'14.::i,. .]Y'i 1' .�" "c. :I. k 'LU'I'� '1i.'��I�r,l.I I' 1•::F'"�;':1;_. 't"Ir", r 1. .r. `•:�' .Y v„+ t7�J 1 for New Construction PI'r'.I. .1 1 y ti � I ,I. � r:"4 I IIIInbMu.iixLc�kl j 1.,..;1- .�i •N+.'a..,� ..<:s51 j. I :•1,. >l'• 11_ r.Ii w '� ,r'• .� .'' 1 7.7;5•:. .1� .J. •I., •.'li: •.i:' .cif '., ."it ..r. ,.1 "n -l, ''1 �G! +� ;0"1 J''f ,'Ia�t:J I 'I a 9'r•':' '+1 5... ••+t. •.'r�:::•�::::� :r;r•''=:'.e q) 1 - 'f1 rv�� � i'"L1J �I: ,.. Iy� %•nr. `.Ilr -a ''••' .:' .!, .:�ti �{ J li :`K .11 �' �1 ', 1 •1. �,, •F�''J i�L.,t 9 "7.h^.,::;', �:��:'r::� .'} .1I I.• - ', r':r!4� q 1' a , I r f I' ,,;- � `:k, �I..I.I .r'�.it ,.,� ;,, • '-c r 'I' ,. t. Iv 5,r,!r::• ,r, ' ..qi: r,(P 1ur. ,1 Ste 3—Installing the Panels t a.+: :L'•a%' t{^; a. I :n I ',"•i Q •,1, I v1„�• it '� ,:. , •`'`n= ,, I. GettingStarted '��-' •� �,y ,. ''c�..a! Y, ..cr t� I �, •i 'h ;�,.:;._ .k.r.r,•'l` 1;;: �'�i 5:,..,-•:�:`'..., .. -"?�,y•:I, ''t. ,I �+�""1 �'.���I,��I.'1'� '�b .1 �' •11 [ , �l. J.h:•,r: •......Cn.F\: i Rig R I y 1,' ,r►r,{ ;r#., �. Before startingthe installation,read these instructions completely and determine the ;';:'t °� !r. '�^ ��' "r°' p Y Positioning and Alignment r placement of all the interrelated arts of the system. DEK Drain is installed after the Step 5--Installing the Rim Board Flashing Strip P P Y The panels are shaped like a trapezoid with one end wider than the other. There The Rim Board Flashing Strip should be stapled on top of and flush with the rim board. posts,beams and joists are in place,but before the decking is installed. The Flashing Strip is 12"wide and is inserted under the siding. is one pre-fabricated panel for each bay.The narrow or"Ilead"end(marked See Getting Started Photos. with a red label)is positioned at the ledger board and the wider or"Discharge" (The rim board is the board nailed into the end of the joists away from the house and The following describes(lie process for attaching the Flashing to the wall of the house sometimes called the band board or fascia board).The Rim Board Flashing may be DEK Drain is designed to channel water into a collection gutter creating a complete depending on the type of building materials. end(marked with a green label)away from the house. When the Panel is installed flush with the outside edge of the deck or may be turned down over the outside stapled to the joists,the additional width automatically creates a descending •_ ^ water diversion system. Gutters are not provided by DEK Drain.Standard rain gutters house. face of the rim board 1' 2". are fine.You can match the color and style of the gutters on your home. Wood Framing with Siding The Flashing Strip should be inserted under the trough providing the required pitch to drain the water away from the siding and turned up the wall 3"-5".The Flashing will extend down across the Step 6--Trimming the Discharge End of the Panel Below are photos of the panels from above and underneath the deck. The discharge end of the Panel should be all red over the mouth of the utter and The first step in planning your installation is to determine the placement of the collection top edge of the ledger board and extend out over the Panels and Caps about 6'. g g g gutter.The DEK Drain system will be designed to drain to this point. We recom- -0, .� ;,;1 trimmed straight across so that the discharge will empty into the collection gutter.The Panel should be separated from the Bibb at least V. mend positioning the gutter along the inside face of the beam as illustrated in Figure 1 Caution: If building paper,felt paper,house wrap or other sheathing protective ,5.��. P Y below. See Gutter Placement Photos. material is resent it MUST be sliced and the flashing strip inserted UNDER the "�c,��''a rJ��. `' rr,, r� 'ref 'u "^+1Jm4Pyr, I '7 I'!'.•� :�•' �'J}, building paper.When in place,the flashing strip should be stapled or taped to , L ,v.yt,�P 1�.�}, ;J ''Y f' ;] Sometimes the discharging water wants to"curl"or wrap around the bottom edge of the the sidewall of the house. -`c�►A ;,� �I ��.'I :, ; DECKIr{G 9URFACE •—SIDIr{G ln..aa. jts ' I .y�-' ) 4 J } 1 I,fI;,ji _, �� t `' i: t r {.)� panel.A thin bead of caulk across the underside of the panel will break the surface FLASHIRG•— _ �'t;.,r_ ",.`' 5:�"�;f ` i'' tension and I event"curling".A"tongue"may also be fashioned to the discharge edge FLAsnll{G BUILDING PAPER(TYVEK,etc.) ,. ,_e� I {: a , I�r' I ,(' P 9 9 Y 9 9 ---------- __ I •1•I I­,-,•d;T71:�"'`.DI'Ila .N-''r'r '-'ICI I'!'�t 1 I ;I a:fl 1 JOIST ---- ---- --------- -----_---- 010--I 1 r t-,.J , .' of the drain panel by placing two slices in the trough of the drain panel approximately 2" r•ASCIA C", .1 j,'k"` 15 i'+r '•1-'p ``;• wide and 2"back into the panel from the discharge edge.Allow the tongue to dangle LEDGER GUTTER- - OOARD J'!�'',:ac.�xUi' r,.t y.F. r•iUi.. !'":ti:M. oonRo _._.� SIDINGFat": I' down toward the center of the collection gutter. TOPSIDE rnr{EL BEAM (Isottieon rolsls) Start by laying a panel over the joists of any bay aligning it so that the panel Step 7—Testing and Access for Maintenance FLASHING covers the top of the joists.The outside edges of the panel should be flush with Test the system before putting the deck boards down. Spray water down on the panels •••���� POST the outside edges of the joists for each bay. to be sure water is draining away from the house and into the collection gutter with no \ CAP STRIP leaking. HOUSE I >PANEL 2 Hint:Before laying out the panel,place a few short pieces of wood across YJALL >PANEL1 _ _ _ the Dray to support the panel while you work. Pull tl�ern out��s you move down It is recommended that several decking boards near the house be secured with screws '=' _�,..,_ -"`- = thepanel. so that the boards may be taken up from time to time.This will provide access to the FIGURE 1- OVERVIEW , ==--.}:-:_.-_ _:. _. _ JO�sT' _ Drain Panels for flushing of debris which may have fallen through the deck boards.A _ _ standard garden hose is usual) all that is needed. It is also a good idea to allow access __ Position the panel so that tile Head end will extend over the lop edge of the 9 Y When ordering your system,select panels which are long enough to extend from the ='= `="_ - -_ -"^—- - - ledger board and turn up the wall approximately one inch. Don't be concerned if to the high end of the gutter so it can be flushed out from time to time. house to the mid-point of the collection gutter.When measuring a bay with an angle LEDGER BOARD the leading edge of the Head end of the panel isn't square. feature,be sure to measure the longest side of the angle cut. (A bay is the area Thank you for choosing the DEK Drain@ water diversion system. If you have questions between two joists.) BUILDING SIDE WALL regarding installation,please contact us. Our staff is available Monday through Friday Use only the side edges of the panel for alignment,keeping them flush 9:00 AM to 4:30 PM Eastern Time to answer your questions. Or you can email us at When ordering your DEK Drain system,be sure to alert us about the following condi- with tile outside edges of the joists. info@del(drain.com. lions: FIGURE 2-FLASHING WOOD FRAMING WITH SiDING Stapling the Panels 1-866-DEK-Drain(866-335-3724) •Any unusual framing including doubled,sistered,or spliced joists Once the panel is in proper alignment with the joists,tack a few staples to hold the head end in place. Move down the length of the panel to approximately the info@dekdrain.com •Obstructions in the frame such as railing posts,gas lines,or downspouts Brick,Block,Stone and Stucco Walls mid point.Pull the discharge end of the panel toward the collection gutter,but do There are two options.The first option is for the Flashing to be installed directly not stretch the material.Align the Panel with the outside edges of the joists and •A"non-standard"bay which is wider that the other bays(the material can easily to the face of the masonry wall.We recommend the use of good quality adhesive tack both sides of the panel into place. be cut for narrower bays). sealant such as M-1,manufactured by Chem Link(800-826-1681),as it adheres t�rctr-1G �. well to the rubber membrane and most other common building materials.The Move to the Discharge end of the Panel and repeat this operation.Smooth an l6�2ZI ZoL� I SS`- I`"n' II.The Four Parts of the DEK Drain System installation is the same as with other siding material,except in this instance the even belly in the trough of the Panel as you run down the joist.Avoid creases or LZ r All four parts of the DEK Drain system are rnade of the same flexible and durable rubber Flashing is attached directly to the face of the masonry wall. "gather"in the panel material.If wrini(les or"gathers"occur,remove staples from membrane. one side of the panel and gently move the panel edge toward or away from the The second option is to cut a horizontal cavity(a"reglet")into the face of building until the wrinkle is relieved.When the Panel is properly oriented,go 1.Flashing Strip is 12"wide. Enough material is included for two strips which run the the wall into which the leading edge of the Flashing is attached.The attachment back and staple the rest of the Panel edges.You can't use too many staples entire width of the deck.The first Flashing Strip is installed along the wall of the building of the Flashing material can be accomplished with either adhesive or special to secure the DEK Drain Panels. directing water into the panels.A second Flashing Strip is installed along the rim board glues.A metal starter flashing such as copper,galvanized steel,lead or aluminum the entire width of the deck. The Flashing Strip is wrapped with yellow tape and can is recommended for inserting into the reglet.The DEK Drain Flashing Strip is After the first Panel is complete,the next Panel will overlap the first Panel easily be cut to size. inserted under the downward protruding edge of the metal flashing.An applica on the top of the sarne joist.It is important to line up tile edge of the John G tion of adhesive caulk or glue is recommended to hold the top edge of ilhe Flash- next Panel with the outside edge of the joist.You will not be able to G. 2.Panels are self-forming and prefabricated for 12",16",or 24"on-center framing.A ing in place. see the outside edge of the common joist,as it is covered by the first pitch of/"per foot of run is built Into the drain panels.The Drain Panels install over the Panel.However,the outline of the outside edge of the joist should be Scarlato Jr. joists and form a trough between the joists to drain the water to a collection point.The Before the decking is installed,be certain the Flashing overlaps the Panels and Caps. visible through the membrane of the Panel and it can also be fell by touch.panels overlap on the lop edge of the joists.There will be one panel for each bay. There may be a slight buildup of material at llhe joint where the deck joins the building Use the sarne process to install the remaining Panels. Architect structure.To achieve a clean,tight joint between the decking board and tlhe house,it 3.Cap Strips are 4"wide and run the length of the joists.After the panels are installed, may be desirable to"backcut"the decking board to allow for the buildup of material. CAP STRIP the Cap Strips are centered on top of the joists to prevent seepage into the joint on the 33 Byram Hill Road lop of the joists. Cap Strip is wrapped with orange tape. Armonk,NY 10504 MASONARY WALL 4. Bibs are sized for 12",16",or 24"framing schedules.The Bibs are installed vertically` Phone:(914)273-7350 at the end of the drain panels to prevent the water discharge from overshooting the JOIST JGSCARLATO GMAIL.COM !':�l!,� i I collection gutter.The Bibs are labeled with pint(slickers. ADFIESIVEiCAULK ...; PANEL BAY—►' III.Tools and FasteningDECK BOARD ;` The only tools needed are: x I ' P O LAY RESIDENCE �'.:'�:' NOTEBACK CUT x `lic;.�: 31 MOHEGAN LANE •Stapler--a hammer-tacker(also known as a slap stapler),a pneumatic stapler x DEK Dra n FLASHING NOTE ALIGNMENT OF PANEL EDGES WITH OUTSIDE EDGE OF JOISTS or electric tool. FIGURE 4-POSITIONING THE PANELS RYE BROOK, N.Y. 10573 • Sharp scissors �` -•l ,.-JOIST • Razor knife - Non-Standard Bays A 1/2"T-50 type staple is recommended. Staples should be at least half an inch long Often there will be one bay which is a different width from the standard framing and hair an inch wide. You don't need to use galvanized or stainless steel staples.The schedule. If the opening is narrower than the others,a standard Panel may be NEW DECK staples are only used to hold the system in place until the decking boards are installed. used.It will belly down further in the bay,but generally is not noticeable.Tile The decking boards will permanently hold the system in place. FIGURE 3-FLASHING MASONRY WALLS Panel for this bay may be carefully trimmed back equally on both sides to better fit the opening. All four parts of the DEK Drain system are installed with staples. Spacing of staples must be adequate to hold the product in place.The DEK Drain membrane is self- If the opening is wider than[lie other bays,a larger size Panel must be used or a After the first Flashing Strip is installed,it is helpful to fasten it up out of the way until the sealing and the Caps overlap the panel edges to prevent seepage into the overlapping Panels and Caps are installed. See additional Flashing Pholos. custom Panel fabricated.Alternatively,an additional joist may be added,forming two joint. smaller bays. See additional Panel Photos. WARNING: Step 2--installing the Bibs the THESE DOCUMENTS ARE NOT VALID UNLESS DEK DRAIN SYSTEM 1V.The installation Process The Bibs are installed vertically at the Discharge end of each Panel. Tile Bibs direct the Step After the Panels aree stapled Cap Strips tapled into place,tile 4"Cap strips are centered and stapled on SEALED AND SIGNED IN INK,NO SCANS, DETAILS The DEK Drains stem is installed in seven steps: discharge from the drain panels into the gutter'. to of all the joists,coveringthe overlapping edges of the Drain Panels.The Ca Strips REPRODUCTIONS OR COPIES ARE AUTHORIZED Y P p Pp g g i P BY WITHOUT WRITTEN AUTHORIZATION OF The Bibs may be stapled to[lie inside face of the beam.The two edges of the Bib wry divert water away from the overlapped joint and into the Panels.For doubled joists,or Ste 1—Installing the first Flashing Strip along the ledger board Y P g P JOHN G.SCARLATO JR. ARCHITECT. DRAWING NO. p g g p g g j Y joists wider than 1'/z',wider Cap Strip must be used. FURTHERMORE' 1 0 around and attach to the inside face of the two joists that form the bay. Bib is The Flashing Strip must be installed along the entire length of[lie ledger board(the designed to extend down into the gutter,but should not lay on the bottom of the gutter. board attached to the house).The FlashingStrip channels water runoff from the sidewall The Ca Strips covering the joists should be centered on the joist so that the "do ear'" IT IS A VIOLATION OF NEW YORK STATE LAW ) P A simple trim with a sharp scissors may be necessary.Any water that would overshoot p P g > > Y g o y of the house into the panels. Proper installation of this Flashing Strip is critical. the gutter will hit llhe Bib and drain into the gutter. See additional Bib Photos. down on each side.There will now be three layers of rubber membrane on top of the FOR ANY PERSON,UNLESS ACTING UNDER THE x joists—the two overlapping Panels and the Cap Strips. See additional Cap Strip DIRECTION OF A LICENSED ARCHITECT,TO * , Photos. ALTER IN ANY WAY THESE SEALED AND SIGNED DOCUMENTS WITHOUT THE EXPRESS AND �� 2s2ao.°yoQ� CONDITIONED PERMISSION OF THE ARCHITECT. �CF� s TABLE 2020 RESIDENTIAL CODE LOAD BE RING1 SECTION R507 MINIMUM FOOTING SIZE FOR DECKS TABLE R507.5 TABLE R607.6 EXTERIOR DECKS LOAD BEARING VALUE OF SOILS••'••{psf) DECK BEAM SPAN LENGTHS'- (toot•inches) DECK JOIST SPANS FOR COMMON LUMBER SPECIES(ft.-In.) LIVE OR DECK JOIST SPAN LESS THAN OR EQUAL TO: ALLOWABLE JOIST SPAN° MAXIMUM CANTILEVER°r GROUND TRIBUTARY 1500` 2000' 2500, 3000, SPECIES` SIZE SPACING RSO7.1 Decks.Wood-framed decks shall be in accordance (feet) 0 F NEW Y 0 R K STATE SNOW AREA Side a Diameter of n Slde of a Diameter of a Side of a Dlemoter or a Side of a Diameter of o SIZE SPACING OF DECK JOISTS c with this section.For decks using materials and conditions LOAD° (sq.ft.) Thickness Thlcknoss Thickness Thickness 8 a 10 12 14 16 18 SPECIES' OF DECK JOISTS WITH CANTILEVERS not prescribed in this section,refer to Section R301. (PSI) squarepnches)ing round (incites) Dachas) square(inches) (inches) ro(In hes)footing (inches) squote ches'Ing round footing s,ng (Inches) square hes)Ing ro(inches) (inches) (Inches) (Inches) 1-2x 6 4-i1 4-0 3-7 3-3 3-0 2.10 2-8 12 1 18 24 12 16 24 R507.2 Materials.Materiels used for the construction of R507.2.2.3 Decay resistance.Plastic composite deck 20 12 14 6 12 14 6 12 14 6 12 14 6 t-2 x 8 5-11 5-1 4-7 4-2 2-10 3-7 3-5 2 x 6 9-I1 9-0 7-7 1-3 I-4 I-6 decks shall comply with this Section. boards,stair treads,guards and handrails containing 40 14 16 6 12 14 6 12 14 6 12 14 6 1-2x 10 7-0 6-0 5-5 4-11 4-7 4.3 4.0 R507.2.1 Wood materials.Wood materials shall be No.2 wood,cellulosic or otter biodegradable materials shall 60 17 19 6 15 17 6 13 15 G 12 14 G 2 x 8 13-1 11-10 9-8 2-1 2-3 2.5 be deco resistant in accordance with ASTM D7032. 22 7 17 19 6 15 17 14 16 6 1-2 x 12 R-3 7-1 fro 5-10 5.5 5-0 4-9 Southern pine grade or better lumber,presorvalive-h•calcd in accordance y 40 80 20 62 x 10 I6-2 14-0 11-5 34 3-6 2-I0 with Section R317,or approved,naturally durable lumber, R507.2.2.4 Termite resistance.Where Te uired b too 22 25 8 19 21 6 17 19 6 15 17 6 2-2 x 6 6-11 5-11 5'4 4-10 4.6 4-3 4-0 q y 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, 120 24 27 9 21 23 7 19 21 6 17 19 6 2-2 x 8 8-9 7-7 6-9 6-2 5-9 5-4 5-0 Section R318.Where design in uccordance with Section guards and handrails containing wood,cellulosic or 140 26 29 10 22 25 8 20 23 7 18 21 6 Southern pine 2 x 6 2- 8-B 7- !-2 )-3 1-5 1 2-2 x 10 10-4 9-0 8-0 7-4 6-9 G-4 6-0 ,, R301 is provided,wood structural members shall be outer biodegradable materials shall be termite resistant 160 28 31 11 2-2 x 12 12-2 10-7 9-5 8- 24 27 9 21 24 R 20 22 7 Doug185 fir-larch I, 2 x 8 12-6 !I-I 9-1 I-I 1 2-i 2-3 7 8-0 7-6 7-0 hem-fire designed using(he wet service factor defined in AWC in accordance with ASTM D7032. "" 20 12 14 6 12 14 6 12 14 6 12 14 6 2 x 10 15-8 13-7 11-1 3-1 3-5 2-9 s race-ire-fib°, NDS.Cuts,notches and drilled holes of preservative- 3-2 x 6 8-2 7-5 G 8 6-1 5-6 5-3 5-0 P P P R507.2.2.5 Installation of plastic composites.Plastic 4o IS 17 6 l3 us G 12 t4 6 Iz t4 G 2 x 12 I8-0 I5-9 12-10 4-6 3-11 3-3 treated wood members shall be treated in accordance with composite deck boards,stair treads guards and hand- 60 19 z1 6 16 18 6 14 16 6 13 15 6 3-2 x 8 10-10 9.6 8-6 7-9 7-2 6-8 64 p ,g 2 x 6 8-10 8-0 7-0 I-0 i-1 1.2 Section R317.1.1.All preservative-treated wood products raps shall be installed in accordance with this code and 3-2 x 10 13-0 11-3 10-0 9-2 8-6 7-11 7-6 Redwood, 80 Tl 24 8 19 21 G 17 19 G IS 17 6 2 X 8 I1-8 )0-7 8-8 I-8 I-10 2-0 in contact with the ground shall be labeled for such usage. tile 100 24 27 9 21 23 7 19 21 G 17 19 6 e manufacturer's instructions. 50 3-2 x 12 15-3 13-3 11-10 10-9 10.0 9-4 8-10 western cedars, ondcrosa Inc`, R507.2.1.1 Engineered wood products.Engineered R507.2.3 Fasteners and connectors.Metal fasteners and 120 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 P P 2 x 10 14-11 13-0 10.7 2-8 2-10 2-8 wood products shall be in accordance with Section red pine` 2 x 12 17-5 15-1 12-4 3-10 3-9 3-I P connectors used for all decks shall be in accordance with 140 28 32 it 25 28 9 zz 25 8 20 23 7 3 x Sort-2 x 8 6-10 5-Il 5-4 4-10 4-6 4-I 3-B R502. Section R317.3 and Table R507.2.3. 160 30 34 12 26 30 10 24 27 9 21 24 8 3 x l0or 2-2 x 10 8-4 7-3 6-G 5-1 l 5-6 5-I 4-B For SI:1 inch-25.4 ram,1 tool-304.8 ram,!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.Flashinga.No.2true with wet service factor.g shall be corrosion-resistant 20 12 14 6 12 14 6 12 14 6 12 14 6 guards,or handralls.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-(arch', 3 x 12 or 2-2 x 12 9-8 8-5 7-6 6-10 6-4 5-1 I 5-7 It.Ground snow load,live load-40 psf,dead load-10 psf,UA=360. boards,Stair treads,guards and handrails shall Comply hem-fir-, 4 x 6 6.5 5•6 4-11 4-6 4-2 3-11 3-8 c.Ground snow load,live load-40 psf,dead land-!0 psf,UA-360 at main span,L/A=180 at cantilever with a 220-pound point land applied to end. ram)or approved nonmetallic material that is compatible 60 20 23 7 17 20 6 16 18 6 14 16 6 spruce-pine-fir, d.Includes incising factor. with the requirements of ASTM D7032 and this section. with the substrate of the structure and the deckingmateri_ 4 x 8 8 5 7-3 G 6 5 I 1 5 6 5-2 4-10 80 23 2G 9 20 23 7 IS 20 6 IG 19 6 e.Northam species with no hteising factor. redwood, R507.2.2.1 Labeling.Plastic composite deck boards GIs. 60 too 26 29 10 22 25 8 20 23 7 18 21 6 western cedars, 4 x 10 9-11 8-7 7-8 7-0 6-6 6-1 5-8 L Cantilevered spans not exceeding the nominal depth orthe joist are permitted. and stair treads,or their packaging,shall bear n label R507.2.5 Alternate materials. Alternative materials, 120 28 32 It 25 28 9 22 25 8 20 23 7 1 ponderosa piney, 4 x 12 11-5 9-11 8-10 8-1 7-6 7-0 6-7 that indicates compliance with ASTM D7032 and including glass and metals,shall be permitted. 140 31 35 12 27 30 10 24 27 9 22 24 8 red Pine' 3-2 x 6 7-4 6.9 6-0 5.6 5-1 4-9 4-6 TABLE R507.7 includes the allowable load and maximum allowable MAXIMUM JOIST SPACING FOR DECKING span determined in accordance with ASTM D7032. R507.3 Footings.Decks shall be supported on concrete foot- 160 1 33 37 13 28 32 11 25 29 10 23 26 9 3-2 x 8 9-8 8.6 7-7 6-11 6-5 6-0 5-8 in or other approved Structural systems designed l0 accom- 20 12 14 6 12 14 6 12 14 6 12 14 6 MAXIMUM ON CENTER JOIST SPACING Plastic or composite handrails and guards,Or their � PP Y g 3-2 X 10 I2-0 l0-5 9.4 8•G 7-10 7-4 6-1 I DECKING MATERIAL TYPE NOMINAL SIZE Decking perpendicular toJolst Decking diagonal loJaist' packaging,shall bear a label that indicates compliance modate all loads in accordance with Section 1301.Deck 40 18 20 6 15 17 6 1 14 15 6 1 12 14 6 3-2 x 12 1 13.11 1 12-1 10-9 9-10 9-1 8.6 8-I with ASTM D7032 and includes the maximum allow- footings shall be sized to carry the imposed loads from the 60 21 24 8 19 21 6 17 19 6 15 17 G I 1/,-inch-thick wood 16 inches 12 inches deck structure to the and as shown in Figure R507.3.The For SI:I inch=25.4 mine I foot a 0 psf,cad 1 pound per f,L/square fool 0 0.0479 p n,t pound o at0.co nil 24 incites 16 inches able span determined in accordance with ASTM � g 70 8o zs 28 9 21 24 A 19 2z 7 18 20 6 n.Ground snow load,live load m 40 psf,dead load�10 psf,UA�360 at main span,UA�I80 at canlilcvcr with o 220-pound point loud applied at the end. 2-inch-thick wood D7032. footing depth shall be in accordance with Section R403.1.4, too 28 31 11 24 27 9 21 24 8 20 22 7 b.Beams supporting deck joists from one side only. Plastic composite in accordance with Section R507.2 In accordance with Section R507.2 R507.2.2.2 Flame spread Index.Plastic composite Exception: Free-standing decks consisting of joists 120 30 34 12 26 30 10 24 27 9 21 24 8 c.No.2 grade,wet service factor. direct( supported On rode over their entire length. d.Beam depth shall be greater than or equal to depth orjoists will,n flush beam condition. For Si:I inch=25.4 mm.t foot=304.8 mat,I deg.-0.01745 red. deck boards,stair treads,guards,and handrails shall Y PP g g 140 33 37 13 28 32 11 25 29 10 23 26 9 c.Includes incising factor. 0.Maximum angle of 45 degrees from perpendicular for wood deck boards. exhibit a flame spread index not exceeding 200 when R507.3.1 Minimum size.The minimum size of concrete 160 35 40 15 30 1 34 12 27 31 1 11 25 1 28 9 r.Northern species.Incising factor not included. tested in accordance with ASTM E84 or UL 723 with footings shall be in accordance with Table R507.3.11 For SI:I inch=25.4 mm,I square foot=0.0929 ml.I pound per square foot-0.0479 kPn. c.Assumes minimum square footing to be 12 inches x 12 inches x 6 incites for 6 x 6 post. S.Beam contilcvcts arc limited to the adjncent benm'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,tine footing shall have a minimum 2-inch projection on all sides SHEATHING Exception:Plastic composites detennined to be pressure in accordance with Table R401.4.1. b.Based on highest toad can:Dead+Live or Dead+Snow. c.Amu,in square feet,of deck surface supported by post and footings. TABLE R507.9.1.3(1) DECK LEDGER CONNECTION TO BAND JOIST'•0 NOTE: noncombustible. SIDING (Deck live load=40 sf deck dead load=10 sf,snow load 5 40 sO THIS DETAIL IS APPLICABLE R507.6.2 Deck joist lateral restraint.Joist ends and P P P WHERE FLOOR JOISTS ARE FLASHING FOR TABLE R507.2.3 5 2'"MINIMUM FOR JOIST SPAN PARALLEL TO DECK JOISTS. WATER TIGHTNESS bearing locations shall be provided with lateral resistance « FASTENER AND CONNECTOR SPECIFICATIONS FOR DECKSLD g P BEAM SPLICES CONNECTION DETAILS Wand less 6'1"to a' 8'1 to 10' 10'1'to 12' 12"1 to 14' 14'1"to 16' 16'1"to 16' DECKING to prevent rotation.Where lateral restraint is provided by BEAM SPLICE ITEM MATERIAL MINIMUM FINISHlCOATING ALTERNATE FINISHlCOAT1NG' (IF REQUIRED) On-cantor spacing of listeners joist hangers or blocking between joists,their depth shall (IF REQUIRED) '/inch diameter In screw with'/.inch la accordance with Stainless steel,silicon bronze or MUST OCCUR :; _- g 30 23 18 15 13 11 10 Nails and timber rivets ASTM F1667 Hot-dipped galvanized per ASTM A153 copper equal not less titan 60 percent of the joist depth.Where tat- OVER POST - - :�}• maximum shcathing`•" APPROVED JOIST HANGERS Bolts* ]n accordance with Hot-dipped galvanized per ASTM A 153,Class C eral restraint is provided by rim joists,they Shall.be r''::`•: Ci" =:i %inch diameter boll with'/,inch maximum Ppe g P secured to the end of each'Dist with not fewer than three I"" =~' 36 36 34 29 24 21 19 2"MiN. 2x LEDGER WITH FASTENERS Ls screws" ASTM A307(bolts), (Class D for'/-inch diameter and less)or mechani-Stainless steel silicon bronze or J sheatting" IN ACCORDANCE WITH TABLE R507.2 Lag nuts and ASTM ASG3(nuts toll galvanized per ASTM D695,Class 55 or410 copper 1Od(3-inch by 0.I26-inch)(76 nun by 3.3 ram)nails or (;Ii �')� , (including ). y B P pre y•.,; l /-inch diameter bolt with 1-inch moxhnunn 36 36 29 24 21 18 16 HOLD-DOWN DEVICE MIN 750 LB.CAPACITY washers) ASTM F844(wnshers) stainless steel three No.lox 3-inch(76 mat)long wood screws. If-_ I t' =sheathing' APPROVED I /t'.,I FLOOR JOISTS AT 4 LOCATIONS,EVENLY DISTRIBUTED ASTM A653 type G185 zinc coated galvanized R507.7 Decking.Maximum allowable spacing for joists sup- POST CAP 1 For SI:I inch o 25.4 mu,I foot-304.8 non,I pound per square foot=0.0479 kPo. ALONG DECK AND ONE WITHIN 24'OF EACH Per manufacturer's steel or post hot-dipped galvanized per ASTM porting decking shall be in accordance with Table R507.7. ' a.Ledgers shall be flashed In accordance with Section R703.4 to prevent outer from conlacting the house bond joist. END OF THE LEDGER.HOLD-DOWN DEVICES Mclnl connectors Stainless steel SHALL FULLY ENGAGE DECK JOIST PER specification A123 providing a minimum average coming Wood deckingshall be attached to each supporting member b.Snow load shall not be assumed to act concurrently with live load. wcighr of 2.0 ozJ(1'(total both sides) PP 8 BEAM OVER POST CAP BEAM OVER POST c,line tip orthc Ing screw shall fully extend beyond the inside face of the band joist. HOLD-DOWN MANUFACTURER. with not less than two 8d threaded nails or two No.8 wood Fa-SI:I inch-25.4 ram,1 foot a 304.8 mm. screws.Other app d.Sheathing shall be wood structural panel or solid sawn lumber. roved decking or fastener systems shall be c.Sheathing shall b°permitted to be wood sinmcluml panel, sum board,fiberboard,lumber or foam shcatinin.U to -inch thickness of slacked washers s o.Equivalent materials,coatings and finishes shall be permitted. For SI:1 inch=25.4 that, 8 Pc � P gypsum � g P 1 A FULLY THREADED/e DIAMETER JAG b.Fasteners and connectors exposed to salt%voter or located within 300 feet of a salt water shoreline shall be stainless steel. installed in accordance with the manufacturer's installation shall be permitted to substitute for up to/r indm orallowable sheathing thickness%%Itcrc combined with wood structural panel or lumber sheathing SCREW PREDRILLED W/MIN.3'PENETRATION requirements. FiGURE R507.5.1(1) TO CENTER OF TOP PLATE,STUDS,OR HEADER. c.Holes for bolls shall be drilled a minimum Iry inch and a maximum/1e inch larger Ilion the bolt. DECK BEAM TO DECK POST d.Lag screws 4,Inch and larger shall be prcdrilicd to avoid wood splitting per lite National Design Specification(NDS)for Wood Construction. R507.8 Vertical and lateral supports.Where supported by TABLE R507.9.1.3(2) For SI:1 inch�25.4 ram,1 foot=304.8 mm. c.Stainless-steel-driven fasteners shall be in accordaucc with ASTM Ft667. MINIMUM 2" -- MINIMUM 2 2' ►- - PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS attachment to an exterior wall,decks shall be positively FIGURE R507.9.2(2) anchored t0 the primary Structure and designed for boll(verti- MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS DECK ATTACHMENT FOR LATERAL LOADS 12"MIN --MANUFACTURED POST CONNECTOR TOP EDGE BOTTOM EDGE ENDS ROW SPACING IN ALLOWABLE SOILS - cal and lateral loads.Such attachment shall not be accom- SINGLE PLY BEAM• MULTIPLE-PLY BEAM r-TYPICAL PT POST plished by the use of toenailssoorr nails subject to withdrawal. Ledger" 2 inches'' 'l,inch 2 inches° I'/s incites' ti i' ti For decks with cantilevered framing members,connection to Band Joist` '/,inch 2 inches 2 inches" 1'/s inches' exterior walls or other framing members shall be designed and (2)1/2"DIAMETER-. __ For Si:1 inch=25.4 mat. 12 constructed to resist uplift resulting from the fill live load Irv: THROUGH-BOLTS 1(-i a.Lag screws or bolts shall be staggered from the lop to the bottom nlong the horizontal run of the deck ledger 1n accordance with Figure R507.9.1.3(1). GRADE -� t1'- IL _ _ specified in Table R301.5 acting on the cantilevered portion of I OR APPROVED ' b.Maximum 5 inches. I T '1 l- EQUIVALENT t -•t c.For engineered rim joists,tire manufacturer's recommendations shall govern. _.; rsty:,l::.a ,e:•t.tti e ,•y;«+Tl.r „a:�,4' Ef:tti•1� r.�n:s•�tts,H,:e.14 - zt (he deck.Where positive connection to the primary building I I � izl VIN6�p ^� t. - _ CONNECTOR ( d.7lnc minimum distance from bottom raw of log screws or bolts to the top edge of the ledger stroll be in accordance with Figure R507.9.1.3(I). I t L ( 7LJI'vk� rz P i. __ •� structure cannot be verified during inspection,decks shall be r j self-supporting. Z STAGGER FASTENERS PLO p�rzM IT T I R507.9 Vertical and lateral supports at band joist.Vertical POST NOTCH- N IN 2 ROWs I' f _ and lateral supports for decks shall comply with this section. ---/•.(- FOR FULL-BEAM I.I- - 1 BEARING ® ® ® 5.5"MIN.FOR 2 X 8' 'DISTANCE SHALL BE PERMITTED TO 1 DIAMETER_ 2'2y"MIN. DEPTH i THROUGH BOLTS R507.9.1 Vertical supports.Vertical loads shall be trans- 5"MAX 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4,5"IF LAG SCREWS L PER TABLE r -I PER TABLE IN BOTH DIRECTIONS (erred to band joists with ledgers in accordance with this SPACING IS BEAM SPLICE---- - 0 ® ® ® 7.S MIN.FOR 2 X 12 REDUCED TARE USED OO HATTOF LAG SCREWS MINIMUM 12' NOTE:NOT SCREWS OF EMBEDMENT section. I =2" 4'GRAVEL-�•� -- _�_ _J- - TO ATTACH 2 X B LEDGERS TO 2 X B 2'MIN. BAND JOISTS. R507.9.1.1 Ledger details.Deck ledgers shall be a i _ , ;- I LEDGER LAG SCREW OR BOLT 314"MIN. Ir It r' i)t'Y'lt 1 NOTE: minimum 2-inch by 8-inch(51 ram by 203 ram)norm- �.:` __-1�5" 1� •-I POSTS MUST BE CENTERED ON OR IN FOOTING nal, pressure-preservative-treated Southern pine, ;f,'�;i t John G. l r kyil iCtrl)-�I For SI:1 inch=25.4 mm. incised pressure-preservative-healed hem-fir, or I For SI:I inch=25.4 mm. approved,naturally durable,No.2 grade or better lum- J I FIGURE R507.9.1.3(1) PP PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FIGURE R507.3 bcr.Deck ledgers shall not support concentrated loads 2� Scarlato Jr. DECK POSTS TO DECK FOOTING CONNECTION from beams or girders.Deck ledgers shall not be sup- t 2%,° R507.3.2 Minimum depth.Deck footings shall extend R507.5 Deck beams.Maximum allowable spans for wood ported on stone or masonry veneer. •' I.1 � !'1- deck beams,as shown in Figure R507.5,shall be in accordance EXTERIOR SHEATHING Architect below the frost line specified in Table R301.2(1)in actor- with Table R507.5.Beam lies shall be fastened with two rows R507,9.1.2 Band joist details.Band joists supporting a P For SI:1 inch=25.4 mm. dance with Section R403.1.4,1. ledger shall be a minimum 2-inch-nominal(51 ram), of I Od(3-inch x 0.128-inch)nails minimum at 16 incites(406 EXISTING STUD WALL Exceptions: ram on center alongeach edge.Beams shall be permitted to solid-sawn,spruce-pine-fir or better lumber or a mini- FIGURE R507.5.7(2) g P NOTCHED POST-TO-BEAM CONNECTION 1.Free-standing decks that meet all of the following cantilever at each end up to one-fourth of the allowable beam norm 1-inch by 9'/,-inch(25 ram x 241 ram)dither- 33 Byrom Hill Road criteria: span.Deck beams of other materials shall be permitted where sional,Douglas fir or better,laminated veneer lumber. RIM PRIMARY pwhIARY EXISTING 2x BAND JOIST designed in accordance with accepted engineering practices. Band joists shall bear fully on the primary structure srRucruRE STRUCTURE OR ENGINEERED RIM BOARD Armonk,NY 10504 1.1.The joists bear directly on precast con- FOR CANriLEVEREo crate pier blocks re fade without su- capable of supporting all required loads. Jolsrs P g P R507.5.1 Deck beam bearing.The ends of beams shall BLOCKING OR Phone:(914)273-7350 port by beams or posts. have not less than 1'/inches 38 tam of bearing on wood R507.9.1.3 Led Ledger to band Dist details.Fasteners OTHER LATERAL LEDGER LEER 2'MIN. DECK JOIST 1.2.The area of the deck does Iron exceed 200 = ( ) g g j RESTRAINT JGSCARLATO@GMAT L.COM or metal and not less than 3 inches(76 mat)of bearing on used in deck ledger connections in accordance with REQUIRED OVER BOARD JOIST BOARD 1 5/e"MIN square feet(18.9 m'). concrete or masonry for the entire width of the beam. Table R507.9.1.3(i)shall be hot-dipped galvanized or BEAM 5"MAX. 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 I LAG SCREWS OR BOLTS inches(616 min)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(i)and 2'M►". P O LAY RESIDENCE. point within 36 inches(914 mm)mca- with Figures R507.5.I(])and R507.5.1(2). R507.9.1.3(2). I JOIST JOISTS o•.'. o•o.' sured horizontally from the edge. JOISTS BEAM HANGER FLOOR FRAMING O' o' 31 M O H EGAN LANE HANGER EACH END o R507.5.2 Deck beam connection to supports.Deck R507.9.1,4 Alternate ledger details.Alternate from- BEAM 0 0.'o 47..o JOIST HANGER 2.Frce-standing decks need not be provided with ''bQ RYE BROOK N.Y. 10573 footings that extend below the frost line. beams shall be attached to supports in a manner capable of Ing configurations supporting a ledger constructed to g EXISTING •�Q:••o-0 1 transferringvertical loads and msistin horizontal dis- meet the load requirements of Section R301.5 shall be POST(BEYOND) POST(BEYOND) :o•• o o• R507.4 Deck posts.For single-level wood-(lamed decks g q FOUNDATION WALL with beams sized in accordance with Table R507.5,deck post placement.Deck beam connections to wood posts shall be permitted. size shall be in accordance with Table R507.4. in accordance with Figures R507.5.1(1)and R507.5.1(2). JOIST sPAN MEASURED _ For SI:1 inch=25.4 mat. R507,9.2 Lateral connection.Lateral loads shall be trans- JOIST SPAN CENTERLINE TO CENTERLINE Manufactured post-to-beam connectors shall be sized for OPTIONAL the post and beam sizes.Bolls shall have washers under ferred to the ground or to n structure capable of transmit- CANTILEVER OF JOIST HANGERS FIGURE R507.9.1.3(Z) p PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS TABLE R507.4 the head and nut. ling them t0 the ground.Where the lateral load connection DECK POST HEIGHT' is provided in accordance with Figure R507.9.2(1),hold- CANTILEVERED JOISTS WITH DROPPED BEAM JOISTS WITH FLUSH BEAM NEW DECK R507.fi.1 Deck joist bearing.The ends of joists shall have MAXIMUM HEIGHT' down tension devices shall be installed in not less Ilion two RINI DECK POST SIZE (reef-inches not less than 14 inches(38 ram)of bearing on wood or ) = locations per deck,within 24 incites(6 10 ram)of each end 4 x 4 6.V metal and not less than 3 incites(76 mm)of bearing on of the deck.Each device shall have an allowable stress FOR CANTILEVERED JOISTS HOLD-DOWN OR SIMILAR 4 x 6 8 concrete or masonry over its entire width.Joists bearing BLOCKING S OTHER design capacity of not less flan 1,500 pounds(6672 N). LATERAL RESTRAINT TENSION DEVICE G x 6 14 on top of a multiple-ply beam or ledger shall be fastened Where the lateral load connections are provided in aacor- REQUIRED OVER BEAM JOIST FLOOR in accordance with Table R602.3(i).Joists bearing on top 6"MMI UMONNGNA1RTO LING AT 8 x 8 14 dance with Figure R507.9.2(2),the hold-down tension 6-tdAXIMUM ON CENTER TO 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 2020 RESIDENTIAL CODE OF For SI:I inch-25.4 ram,1 foot=304.8 mm, mechanical connector.Joist framing into the side of a I pound per square foot-0.0479 kpa. g deck and each device shall hove an allowable stress a Measured m 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). JotsT I JOISTS WARNING: NEW YO R K STATE E.Based on40psfliveland. hangers. ronsr BEAM HANGER THESE DOCUMENTS ARE NOT VALID UNLESS e The maximum permitted height is 8 feet for one-ply and two-ply beams. -- EACH END SECTION R 507. The maximum permitted freight for tyres.-ply beams on post cap is 6 feet 9 /MST BEaM + + + + + + SEALED AND SIGNED I N INK,NO SCANS, inches. -- ` --� __ _= POST(BEYOND) POST(BEYOND) + + + + 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 lvitlt Section �-arAst �- BEAM BY WITHOUT WRITTEN AUTHORIZATION OF P I --•-. JOIST SPAN - JOIST SPAN MEASURED JOHN G.SCARLATO JR.ARCHITECT. DRAWING NO. R403 and Figure R507.4.1,lateral restraint shall be pro- POST POST CENTERLINE TO CENTERLINE ' vided b manufactured connectors or a minimum post CANTILEVER OPTIONAL OF JOIST HANGERS y P CANTILEVER CANTILEVER FURTHERMORE; embedment of 12 inches(305 mm)in surrounding soils or FLOOR JOIST 7DECKJOIST concrete piers.Otter footing systems shall be permitted. JOISTS ON FREE-STANDING DECK JOISTS ON FREE-STANDING DECK IT IS A VIOLATION OF NEW YORK STATE LAW N. WITH DROPPED BEAM WITH FLUSH BEAM FOR ANY PERSON,UNLESS ACTING UNDER THE a. s Exception:Where expansive,compressible,shifting or z l4 other questionable soils are present,surrounding soils opmoNAl BEAM SPAN BEAM SPAN oPrto OPTIONAL BEAM SPAN BEAM SPAN PTI L DIRECTION OF A LICENSED ARCHITECT,TO l� shall not be relied on for lateral support. CANTILEVER CANTILEVER CANTILEVER CrwnLIN ER FIGURE R507.6 ALTER IN ANY WAY THESE SEALED AND SIGNED r TYPICAL DECK JOIST SPANS DOCUMENTS WITHOUT THE EXPRESS AND OROPPEDBEAM FLUSH BEAM For SI:I inch=zs.4mmnr. CONDITIONED PERMISSION OF THE ARCHITECT. FIGURE R507.6 FIGURE R507.9.2(1) TYPICAL DECK JOIST SPANS DECK ATTACHMENT FOR LATERAL LOADS