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HomeMy WebLinkAboutBP24-262 N c N c7% \ \y O 4-4 A cn W O 'op, y p a CA cn 20 u � fil ono vON z a cs W 0 �"� W ., N C x ., a o v p ■ bn ,.,/ ate, � O ►x1 �, A r- ^ p F" `J� y� ,+u ai �, � .. kid O V W Q g � .� N " W oz 43 H � gD O �'' o, Zoao I+q ►n W v o °S o V = W00 O a Oeq Gi Z o0 "o _ oo W c3 z .o Z = en y, v( } Q W �••� H 'a E-+ '�' �� o oo rj a O o oZ I--# z e. o °: v O zz N e3 0 � v N g v o � 3 z w .� � y aaru. M V © v z � °' o ZpVf i+l W >1 A z O ate' ' � A W z p; 4 0 � o �1CY _Z � a0 W W 1.4 BUILD DEEAR;I'MENT �� VIILL,},dE OF RYE BROOK E Di 938 KING S` 1 EET Rvy BROOK, NY 10573 JUN 2 8 2024 ,q14) -0-668 I wviPl . L•rly. ov VILLAGE OF RYE BROOK rrssrtrrssssssrrrrrr►sssrsrrtasrsrrrsrssssssssiiiiiiiiiiriiiiss�esilisiis�tsaissrrrrsssstrtttrtrrrrrssrsiii FOR OFFICE USE ON► V: _ rr Approval Date: er t / +. � Application # I Appros al Slltnatvre: ARCHITECTURAL REVIEW BOARD: Disapproved: Date: 124 BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary ZBA Approval Date: Case# ZJ5A2y- I Other: Application Fee: Permit Fees: r►rrrrs♦r+siiiiiiir+r+rssiris+►rrrrr►•urrrrrrtsrrr+rr+sr+rrarr{♦rsssrssss•s+r►r+++rrsrssrssssrrrrtr++++rrr ','� EXTERIOR BUILDING PERMIT APPLICATION Application dated: W f 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,sLiucfuires,additions,alterations or for a change in use,as per detailed statement described below. 1. lobAddress: 44 (OL44I Y jet p4C- ejj?c_,_& 2. Parcel IN: jZ9.• *l 4 1 3 ) Zone._ S+ 1. Proposed Improvement(Describe in detail): C C1I'�_S7"�UC7' � C 4, Property Owner 914di / // NM - Address: ?-I COUA(P!j Ci p4 4c ClRCI—,Lc� Phone# Cell# q it) 1 - _77-4-0 e-mail b1,1 L OIt *14MA4a ,4-WAIL List All Other Properties Owned in Rye Brook: 0� Applicant: I � - Address: Phone# Cell# e-mail Architect: lL Address: 3--> 81 cam 1116t feto N D Phone#�(q [ f) 733-73S0 Cell 4 141 1 4-07 J-Z e-mail S( ]2 � L,(01 Engineer: Address: Phone# Cell# e-mail _ General Contractor — Address: } 0 Phone# 00 Cell# .—.e-mail (d an 5. Occupancy; (1-Fam.,2-Fam.,Commercial.,etc..,)Pre-construction: ftd1/(-VPost-construction:_ ?5�0'f a'y 6. Area of lot: Square feet: J,ne� Acres: ,;AJ Dimensions from proposed building or structure to lot lines: front yard: 4or S rear yard: (� right side yard: 7- , — left side yard: other. S. If building is located on a comer lot,which street does it front on: 9. Area of proposed building in square feet: Basement: i"fl: 2"°fl: 3'a fl: 10. Total Square Footage of the proposed new construction: Q 11. For additions, total square footage added: Basement: I"fl: 2n1 fl: 3',fl: 12. Total Square Footage of the proposed renovation to the existing structure:­ Z'_Zn0 so FT 13. N.Y. State Construction Classification: �7_- N.Y. State Use Classification: �-2 14. Number of stories: 7, Overall Height: Median Height: Z4 t 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: flan M L 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,eta...) Yes: No:JV'*" (ifyes, 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,fl.or more of land,or create 400 sq_fl.or mote of impervious coverage requiring a Stormwater Management Control Permit as per§2€7 of Village Code? Yes: _ve No: Area: 1100 22. Will the proposed proje require a Site Plan Review by the Village Planning Board as per§209 of Village Code`? Yes: No: (ifyes,applicant must submit a Site Plan Application,&provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: (ifyes,you must submit a Site Plan Application,&provide a detailed topographical survey) 24. Is the lot located within 100 fl.of a Wetland as per§245 of Village Code? Yes: No: ✓ (ifyes. the area of Welland 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 9/28/077 Yes: No- (ifyes, v the area and elevations ofthe flood plane must be properly depicted on the survey&site plan) 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: No: (ifyes. applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: ✓ Indicate: TIER 1: TIER 11: TIER III: (ifyes,a Home Occupation Permit Application is required) 28, List all zoning variances granted or denied for the subject property: 29. What is the total estimated cost of construction: S Note:The estimated cost shall include all site improvements, labor,material,scaffolding,f equi gent,profess'l-owa%ees, including any material and labor which may be donated gratis. Ifthe final cost exceeds the estimated cost,an additional fee will be required prior to issuance of the GO. 30. Estimated date of completion: (2) �'8.l►3e4o G(28 j28Z� 6 E.'202a VII_I-AW t1I R)*[ Ilw)(w 939 Kt1vtl 5YTt1 PT Rvfo lltttxtK.NY If v?i (414)939-4"11 RESIDENTIAL LOT AREA COVERAGE Addrtm; 01 Cf: Stal9n; 1 Z9_ 74- N ark; 1 Let; � D S�QVERAtiE RATI09 i�..A�IQEE�r111Al�.QI� IB YOUR LONE ARE11N MAIN J ACCES9. DECK ZONE DISTRICT SO FEET BLDG. BLDG- MAX (CHECK)_ R-35 35,000 14% 4% 5% R.25 _25,000 14% 3 5% 4% R•20 20000 iiii%- 3 S% 4% R•15 _ 15 ow 16% 3 S% 4% R.1 5A 15,000 12% 3.5% 4% R-12 12,5W 17% 4% 4% R-10 10.000 20'% 4.5% 3.5% R•?J 7,500 23% 4.5% 3 5% R-5 5,000 30% 5% 3 S%� -- R,2f_ . 5.000 39% 5% -- 3 S ii LWOW Pro 1. AREA OF LOT ► ft Ft. 1 5 0114 Sq F1 2. AREA OF HOUSE a Caycxage of Main Building Iw-*4rq At1md d Gard ro Acxm%w" nu41-ji .�L..-LJSq• FL J Sq FI b. Area of I Flow Domed ny Arse cA I o1 . 1fx, J% 13_ 3 .% 3. AREA OF ACCESSORY BUILDING n (ImWes DeU01 d GoroWn Teal%hwl, fWyhouers) i✓ Sq. Ft '�Sq. F1. a. Coverage of Accessory Building Arta of Aoc m"Buddit Dtvkfe+t By Ms d Lao r 100 O % _ % 4. AREA OF DECK 4' Sq. Ft. 'fw 0 Sq. F1. a. Coverage of Deck Area of Drxk Dmded By Ame of Lot x 1W A �% "fn a tcat to the best of my knowlalgc and belief,the alwwc information is comet 04 c ilcct'e Signature [EC [ D BUILDING DEPARTME EVI JUN 2 8 242�1 VILLAGE OF RYE BROO 938 KING STREET RYE BROOK, -1MED:VILLAGE C ` :`�'.___ '__ 'OK (914)939-0668 Y, : ;-T IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 11 (VW4 `/ p 06 CAection: JZJ, Block: I Lot: 3) Zone: JE�-/57 IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which arc 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 YARD(%) (sq.ft.) For Base Lot For Lot Area R-35 15 Area (sq.ft.)* Over Base Lot Area % R-25 20 0 to 4,000 0 55 R-20 30 4.001 to 6,000 2,200 35 R-15 35 6,001 to 12,000 2,900 27 I2,001 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 R l0 45 30,001 to 40.000 8,960 23 40,001 & larger 11,260 22 R-7 40 R-5 30 R2_p 30 *"Base Lot Area"1s the minimum end of the lot size range in the"Lot Area"column Area of lot: 15'1 V 13 s .fL Existing Allowed Proposed Total im rvious cove e = 5-6 5 6& S .ft. 3 O S . % 5►2A 3 S .ft. Front im rvious cove Me= 30- 8 % S % 4 R % 1 attest to the best of my knowledge and belief,the above information is correct. -hitect's Signature Z4 Zcl BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KFNG STREET RYE BROOK,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: Z.I (QUA I V CI ection: Z4 , 1 Block: Lot: / MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area —21,780) x 0.11478421 ]: a. Allowed = 32-2-3 Sq. Feet b. Existing 1 1 `t 4 Sq_ Feet c. Proposed = "3-7�9 Sq. Feet HEIGHTISETBACK RATIOS FOR RESIDENTIAL DISTRICTS DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of the lot line from which it is set back. The ratio modifies the maximum permitted Height of Building by forming an inclined plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer windows not covering more than 10% of the entire roof area, shall be permitted to extend. Height and Setback shall be calculated using the formula; Height f Setback=X, where X is the required side or front yard ratio for the zoning district in which a property is located as specified in Article VIII of Chapter 250. A complete elevation view for the proposed Improvement must be included on the drawings FILL IN YOUR RATIOS' ZONE EVSI7A/G PROPID.f'ED REOVIRED FRONT: FRONT: FRONT: 44 R,3S SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 Rs,Zg SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 R,Zp SIDE: SIDE: SIDE: 1.60 FRONT:6.S� FRONT.(A S FRONT: 60 R-IS SIDE. SIDE:j,L SIDE: 1,60 FRONT: FRONT: FRONT: .80 R-fSA SIDE: �t SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: 69 RLfZ SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 /rt fp SIDE: SIDE: SIDE: 2,40 FRONT: FRONT: FRONT: .96 R-7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 R,S SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 R4F SIDE: SIDE: SIDE: 4.00 I a" 4o the best of my knowledge and belief, the above information is correct Ar itect's Signature f�+r►sari Z a j 2a z 4 BUILD .� ,. MENT D H C L� 11 V V_ iD aiR " , OOK 1 VIL 1'1 1. l 05 73 KING LT,938 R ` V , J U N �� 4 �: . "°� cat• I—._..._�,. VILLAGE OF RYE BROOK BUILDING E)EPARTMENT *:Ft**:':t,:4�e s'e***'h1:9:*�•*!;y'k!rAt.:!•i*ir*'hfi'ttt!'**4:9:*tk*f.':4>'::F>'::e':Y'P':4i:'t.'':id;i'f'cF'::Fd.fe'+F*****'k'A'.:�r:":Y71:'1:s4 tt'�S'*Ok*f4 k**t+Yti'tit**k tk*******'A*fit 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; A� •-)e � P / 4--k-residing at, ZI COQn:j2rZ 4%1 t76-e. G%2c.Le, (Prim name) (Address where you live) being duly sworn, deposes and states that (s)he is the applicant above named, and fiu-ther states that (s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; `z k QOQ►n t r�j e " , Rye Brook,NY. (•lob 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 soLu•ces of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. (Sigimi m•e ul'Proper y nn'ncr(s)1 Al-)'Ie. e (Print Name ul Pioperty Owncr(s)) Sworn to befor tI -l e this day of a , 24 a (Notary Public) MICHAEL ESQUIVEL Notary Public-State of New York N0.01E56442359 (6) Qualified in Westchester County My Commission Expires Oct 11, 2026 I, 8/12/2021 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. >r?•;4?:?:�•?;:4 t:,.`?.�y`�?:?:•'.:..?.`?:y 9:-�•�•••l•?;A•,4 A:4••4 9r:4 Vr J::4?t'A•V;k?:,'t>~:4 4�rti'r tP?:ri?:,k fr*?:Ir?;'.r•k?r,4l:4 s't rt:4 tiV i tF?r?r it;i•?r i�::5•ir:1r>ti:4?r f;�>Y?r t?r it•k,4!•�:4 4:':.':?r f it•T:tY ti4 STATE OF NEW YORIC,COUNTY OF W TCHESTER 0_66 6,SC:c�r-J c,-l-o JYL, � et ig duly sworn, deposes and states that he/she is the applicant above named, (print name aCindividuei signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the - 4- _ for the legal owner and is duly authorized to malce and file this application. (indicnlc arclOccl,contractor,ngent,ntlonicy,etc,) That all statements contained herein are true to the best of his/her lemowledge and belief, and that any work performed, or use conducted at the above captioned property will be in conformance with the devils 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 Iris/leer knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before l this 1�' Sworn to before me this day of a , 20i�_ day of , 20 Signature ofProperty Owncr ignntare ofApplic t A /)9 A-17e'4- Print Name of Prom y Owner Print Nome of Applicant Notary Publl Notary Public SiiARI MELILLO Notary Public,State of New York No.01ME6160463 MICHAEL ESQUIVEL Qualified In Westchester County Notary Public-State of New York Commission Expires January 29,20?� NO.01ES6442359 Qualified in Westchester County My Commission Expires Oct 11, 2026 I (3) General notes: I. THIS PROJECT IS SHALL CONFORM TO THE INDIVIDUAL CLASSIFICATION OF WORK AS DEFINED 9.ALL STRUCTURAL STEEL SHALL BE NEW,CLEAN AND STRAIGHT AND SHALL CONFORM TO THE IN THE 2020 EXISTING BUILDING CODE OF NEW YORK STATE CHAPTER 6 IDENTIF ED BELOW. LATEST EDITION FOR A S.T.M.DESIGNATION A-36 OR A-5D0 FOR ALL"IT'SECTIONS.ALL 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 FIRE CODE,ENERGY CONSERVATION CONSTRUCTION CODE,MECHANICAL CODE. UNDER ALL POSTS,COLUMNS OR STRUTS THAT ARE CARRIED BY STEEL BEAMS AND IN THE FUEL GAS CODE,AND PROPERTY MAINTENANCE CODES OF NEW YORK STATE AS APPLICABLE. WEB OF BEAMS CANTILEVERED OVER COLUMNS OR BEAMS SUPPORTING HANGERS.UNLESS 117% Arw y L 2 CONTRACTOR SHALL PROTECT&BRACE ALL WORK FROM DAMAGE DUR NO CONSTRUCTION. OTHERWISE SHOWN OR SPECIFIED PROVIDE 6x8x A BEARING ON CONCRETE MASONRY IF ANY. A2"k OP3 ALL WORK TO BE PLUMB&TRUE.ALL PLUMBING WORK TO BE IN COMPLIANCE WITH NYS 10.HEADERS TO BE 13)7'X 10 IN 2x6 WALLS OR I2I 7'X l0 IN 2X4 WALLS UNLESS OTHERWISE NOTED. + PLUMBING CODE.ALL ELECTRICAL WORK TO BE BJ COMPLIANCE WITH N.F.C.,ALL HVAC 11.INSULATION IN FLOORS,WALLS AND CEILINGS TO BE A COMBINATION OF FIBERGLASS BAT. WORK TO BE IN COMPLIANCE WITH ASHRAE STANDARDS,LATEST EDITION.ALL CONTRACTORS AND CONTINUOUS RIGID.OR SPRAY FOAM OR CELULOUS INSULATION TYPES TO CONFORM TO SUB•CONTRACTORS SHALL BE LICENSED AND INSURED.ALL PLUMBERS AND ELECTRICIANS ARE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE CHAPTER 4. RESPONSIBLE FOR ANY ADDITIONAL PERMITS.APPROVALS AND INSPECTIONS THEIR PARTICULAR WESTCHESTER COUNTY IS CLIMATE ZONE 4A. TRADE MAY REQUIRE 12.ALL FOOTINGS TO BE A MINIMUM OF 3'-6'BELOW GRADE,OR LOCAL FROST DEPTHAS SPECIFIEDBY 4 LUMBER MATERIALS USED IN THE BUILDING SHALL BE GOOD.SOUND,DRY FREE FROM ROT. THE ARCHITECT.UNDERPIN WHEN NECESSARY. LARGE AND LOSE KNOTS,SHAKES AND OTHER IMPERFECTIONS WHEREBY THE STRENGTH 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 2304.)0.1 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 NATIONAL DESIGN SPECIFICATIONS FOR BENDING STRESS AND DEFLECTION,AND 2020 NYSBC 2306. AND VERIFY ALL BEARING TO FOOTING. ALL WORKMANSHIP INCLUDING BLOCKING,MILLING,BRIDGING.ECT.SHALL CONFORM TO THE 2020 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 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 PROVIDE DOUBLE RAFTERS AND HEADERS AROUND ALL ROOF SKYLIGHTS UNLESS OTHERWISE NOTED. A UMBER SHALL BEAR VISIBLE GRADE STAMP.ALL STRUCTURAL LUMBER INCLUDING BUT NOT 16.ALL DECK RAILS AND STAIR HANDRAILS SHALL CONFORM TO THE 2020 N.Y.S.BUILDING CODE � LIVNP TO TJI,TGI.&LVL BEAMS OR EQUIVALENT SHALL BE INSTALLED PER DRAWINGS AND SECTIONS 1014 HANDRAILS AND 1014 GUARDS. WAMVO,WURERS SPECIFICATIONS.ALL HANDLING AND INSTALLATION PROCEDURES MUST BE { S D BY THE MANUFACTURER ANDS BE FOLLOWED.TJI JOISTS AND LVL BEAMS SHALL 17.ALL ROOF FRAMING SYSTEMS SHALL BE INSTALLED WITH HIGH WIND CONNECTORS(HURRICANE PERMIT � NOT BE ALLOW)I?10 GET WFi AT ANX4VE. TIES)IN COMPLIANCE WITH 2O20 N.Y.S.BUILDING CODE S.JVATH USE OF ANY TRUSS TYPE,P GINEERED OR TIMBER CONSTRUCTION A SIGN WILL BE 18.ALL POSTS TO FOUNDATION FOR THE PURPOSE OF SUPPORTING THE ROOF OR OTHER STRUCTURAL Pj j �77 fJ•� LACED AT CHRECT OR ADJACENT T ELECTRIC METER WITH SPECIFICATIONS PROVIDED BY THE FELEMENTSROM STRUSHALL CTURAL ELEMENT NOMINAL 0c) MENT TOBE SUPPORTED CONT NUOUSLLY TO ASOLID MASO RY OF 4X4 it VV FOUNDATION THAT EXTENDS BELOW REQUIRED FROST DEPTH AND RESTS ON A FOOTING OF '4n&AlTAILS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE TYPICAL CONSTRUCTION. THE OF AC1318 AND ACI 332 OR PCA 100.AND THE 2020 NEW YORK STATE '� R ENT APTER 8.ALL CONCRETE SHALL BE TYPE-1.3000 PSI COMPRESSIVE 19.ALL SIMPSON STRONG TIE CONNECTORS AND ANCHORS ARE DESIGNED WITH SPECIFIC LOADS AND DATE A P R O �,� A SEC -PLACE S TO PREVENT DISPLACEMENT DURING CONCRETING. CAPACITIES.SUBSTITUTIONS OF THESE HANGERS FOR DIFFERENT MODEL NUMBERS THAN REINFORCING BARS TO CONFORM TO 2020 NYS BUILDING SPECIFIED BY THE ARCHITECT OR ENGINEER IS FORBIDDEN WITHOUT VERIFYING THE REPLACEMENT CODeN 19M MODIFICATIONS TO ACI 31 B. PART WITH THE DESIGN PROFESSIONAL. REINF SHALL BE ACCURATELY INSTALLED TO REQUIRED ELEVATION7.CS TO VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK. ALTERATION-LEVEL 3 ORTED TO ARCHITECT.ALL WRITTEN DIMENSIONS ON 6041 SCOPE.LEVEL 3 ALTERATIONS APPLY WHERE THE WORK AREA &AND6'ON S SHALL TAKE PRECEDENCE OVER ANY SCALED DIMENSIONS. EXCEEDS 50 PERCENT OF THE BUILDING AREA BUILDING i 4E 4t.5�R\-g COMPLY WITH THE Village 0QQ44R N UNDISTURBED VIRGIN SOIL HAVING A MINIMUM SAFE BEARING PROVISIONS OF 1 CHAPTERS 7 AND 8ON LEVEL 3 8 OR"LEVEL 1LAND 2 ALTERATIONS. 2 TONS PER SO.FT.BRACE RETAINING WALLS OR FOUNDATION WALLS AS RESPECTIVELY,AS WELL AS THE PROVISIONS OF CHAPTER 9. CKFILL WITH APPROVED MATERIAL,BACKFILLING UNDER SLABS.AROUND SECTION 606 EACH SIDE OF FOUNDATION WALLS SHALL BE DONE IN LAYERS NOT TO EXCEED 10 INCHES.COMPACTION SHALL BE 95%OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT.EXCAVATION MUST BE FREE OF WATER WHILE FOUNDATION WORK;S IN PROGRESS. TRUCKS.BULLDOZERS OR OTHER HEAVY EQUIPMENT SHALL BE OPERATED WITH CAUTION AND IN SUCH A MANNER AS TO CAUSE NO DAMAGE TO FOUNDATION SYSTEMS. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FOR RESIDENTIAL DISTRICTS. CLIMATE Z01Jr CZU'V N4',V 5ME7 T WiW 5PCVL WdJ JE 5E 5r61C W511N mAII-mN6 FKU5f LICE rEI.'J tt FKUMLIKA4 WIN= u PP=K FLOW AIR NULI Nz/Wun 5JOWLOAI7(R ) SPEED EFFECf5 K aON LTdil�iS ZOI�CAM609Y 2Ef'M �OUI� l7J 61J Ny.LAIrB.AY�*N HAZAg7.NO M7EX 0011RE 4a(Kassa 30 P51 19/120 1\10 1 NO I NO I B I 5EVEPc 1 42" 1 YES I Iy I w0'b F 36119G0293F 500 5Z2 Village of Rve SY00k ArchitectUr i evl w Board Approval Date: r- Chalrrnan: 6/27/24 155 f19 FOR PR CING ANO FERNIIf III[ V ! ILL k r I RE'. ,, INFORMATION FOR PLOT PLAN TAKEN E f FROM SURVEY OF PROPERTY BY: P No '� JUN 2 v R 2024 PhJ'sico/ 1 WARD CARPENTERS ENGINEERING IN', ° Bounds r?../O y.= 76 MAMARONECK AVENUE bId n WHITE PLAINS,N.Y. 10601 °-°-°-o NRY P B Cm- G. DATED:APRIL,11, 2005 N ` F °J ° ALTERED BY: y# ..a..�.r,...��.,�.-- -. _. ato J r. .. JOHN G.SCARLATO JR.ARCHITECT ' ON 6/27/24 °' w Architect RYE BROOK ZONING COMPARISON CHART TO INCLUDE(BUT NOT LIMITED TO): •FRONT,RIGHT SIDE,LEFT SIDE AND ��� ,� 33 Byram Hill Road REAR SETBACK LINES IN DASHED ����� Armonk,NY 10504 ADDRESS: 21 COUNTRY RIDGE DRIVE SECTION. 129.74 BLOCK: 1 LOT: 31 ZONE R-15 RECTANGULAR SHAPE. , per` cc� DIMENSIONS TO SAID SETBACK LINES IN gy,SS• FROP05En Phone:(914)273-7350 FEET AND INCHES FORMAT(x'-x"). i I�MOVAI.Of UPPER ZONING REGULATION REQUIRED/ALLOWED PREVIOUS EXISTING PROPOSED ESTIMATED PROPOSED NEW SETBACKS a `�� �n�mro ,, +w rJVE, .-1 'CC>NCKETE PATIO"Af TFE JGSCARLATO@GMAIL.COM AS DELINEATED TO AREAS OF PROPOSED �:�, ao�� Pond MNC7 A5Mf 17KIVEWAY LOT SIZE(ACREAGE!SQ.FT.) 15000 15013 15013 15013 NEW CONSTRUCTION IF APPLICABLE IN ` KEf1,AN5 'c o.,.�r,a r.d ( ) i A€ Q AW W fUkNe17 f0 0,655 FEET AND INCHES FORMAT(x-x'). P f.fa'•'•'•I w$ a' HAMLET RESIDENCE GROSS FLOOR AREA(F.A.R.) 3223 3799 3799 3799 *RECTANGULAR HATCHED AREA(S) ale I LABELED"PROPOSED(_)STORY o "�'� r_... b MINIMUM FRONTAGE(FT.) 75 81.67 81.67 81.67 ADDITION `t - - '" `" �^� t 1 - 21 COUNTRY RIDGE Cit'RCLE DEPICTION OF NEW STAIRS, RYE BROOK N.Y 10573 HORIZONTAL CIRCLE DIAMETER(FT.) 100 105 105 105 PLATFORMS, I DECKS, WALKS AND MISC. AS REflt)IRED, 17 2 Story Frame � 2g � ALL LABELED AS PROPOSED. > 12EP0LEMENrOF EA5f1N6 (House No.11) I0 FRONT YARD SETBACK(FT.) 40 40.5t 4D.5t 40 5t , ��A1TJ(CK SfA5o5 „ >a THIS PLOT PLAN IS !�A PROPERTY 9,g t ONE SIDE YARD SETBACK(FT.) 15 14.0 14.0(HOUSE) 9.5(DECK) 14.0(HOUSE) 9.5(DECK)* THE INK ORL EMBOSSED Y A ESEAL OFI RING �•q T ;o�� I INTERIOR AND EXTERIOR 1 W ALTERATIONS AND ** LICENSED LAND SURVEYOR IS A VALID ��C � �,p,�,�, �� ��a� TOTAL TWO SIDE YARD SETBACK(FT.) 40 41.2 36.7 36.7 LEGAL DOCUMENT. THIS PLOT PLAN IS i. u. FOR DEMONSTRATION OF ZONING �' ? ' 1 clwveo RENOVATIONS REAR SETBACK(FT.) 40 57.9 52.6 @DECK 52.6 @DECK COMPLIANCE AND LOCATION OF r`�' OPOSEt7 �rr„�• \ "' PROPOSED WORK ONLY. A65f0W WALK WI�NNG MAXIMUM BUILDING HEIGHT(STORIES/FT.) 2 130 2/28.25 2/28.25 2/28.25 r "T� OM EX 511NG POKrICO t0 t" L ��- -----I- p HEIGHT SETBACK RATIO FRONT/R.SIDE/L.SIDE 0.6/1.6/1.6 0.58/1 2 10.85 0.58/1.2!0 85 0.58/1.2/0.85 v , OP07ED nPIVE ��_ d , MAXIMUM LOT COVERAGE MAIN BUILDING 16%(2402) 13.3%(1997) 13.3%(1997) 13.3%(1997) SEAL '�'� GAKASPhW.f p J /�!y CIF EXI511NG EXTERIOR ELEVATIONS MAXIMUM LOT COVERAGE DECK 4°k(600.5) 0%(D) 2.7°k(408) 2.7%(408) I` M; VEWAY W*1"Fi.,�" I �� A5?rilLf t�WAY ANP GENERAL NOTES A 61AN OLOCK 0-3 In �' y�+ i' KETIMP 110 6P.A55 MAXIMUM LOT COVERAGE ACCESSORY BUILDING 3.5%(525) 0%(0) 0%(0) 0% MAXIMUM IMPERVIOUS LOT COVERAGE 5303 4155 5356 5293 ,6Cqqtc'j� V't 0 0 0 0 '� C? a P, oSEP 1 MAXIMUM IMPERVIOUS FRONT YARD 35/°(1218) 23/o(802) 30.8/o(1072) 46.9 k(1631) ,► �-1�• 4 W'FLATt7 aw CUf `�A flf DRAWING NO, NOTES: VARIANCE OF 5,5'FOR ONE SIDE YARD SETBACK REQUIRED AT DECK WHERE 15'IS REQUIRED AND 9.5'EXISTS AND IS PROPOSED. • �► � /�_Z5 61 ® t 81.67' 1i FRONT YARD AREA: ** VARIANCE OF 3 T REQUIRED FOR TOTAL TWO SIDE YARD SETBACKS WHERE 40'IS REQUIRED AND 36 7'EXISTS AND IS PROPOSED - ® - V05T1N6 CURE cur 1b.WAIT 3481 EST.TO 40 SETBACK A VARIANCE TO 46.9%(1631 SQ.FT.)IS REQUIRED FOR THE FRONT YARD IMPERVIOUS WHERE 35%IS ALLOWABLE A VARIANCE OF 53 SQ.FT.TO TOTAL IMPERVIOUS LOT COVERAGE TO 5356 WHERE 5303 IS ALLOWED SHOULD THE PROPOSED BEDENIED OR THE PROJECT NOT BECOME REALIZED,TO LEGALIZE THE EXISTING CONDITIONS PLOT P L &?y0� (50 ft wide Right of ww) JOHN G. SCARLATO JR. -- -- - -� ARCHITECT SCALE: 1" - 20'-0' WARNING: 17-1 THESE DOCUMENTS ARE NOT VALID UNLESS SEALED ANDLL SIGNED IN INK,NO SCANS, u' u I I I =1�1'J-'- J�'``I _' I REPRODUCTIONS OR COPIES !-lil'i' I L IY11 II I ,� Lf 1�( 1J L 1L I U ARE AUTHORIZED BY 1 1 u 1 f I LLI�It it I h WITHOUT WRITTEN I 11 ! - ----- AUTHORIZATION OF JOHN G. 1• 11 SCARLATO JR.,ARCHITECT. I I _ 1�lljjli ---- FURTHERMORE; i f- �- - ,: _I - IT IS A VIOLATION OF NEW --- •'� J I ��J. 1 z I.._.-.. YORK STATE LAW FOR ANY - - - ` PERSON,UNLESS ACTING UNDER THE DIRECTION OF A ---- ---------- -_- - UIJ 1 ;`l�. - LI.I.I I! 11 I I.�-•-7 -- i� l � �I ! EpSfOJG �XI5111.a LICENSED ARCHITECT,TO _-_ _ -.-C ALTER IN ANY WAY THESE ExIsJG _�__ =Lim SEALED AND SIGNED - --------------- 11- DOCUMENTS WITHOUT THE ------- ---- EXPRESS AND CONDITIONED ri - -- ----- --- =1,_s'�1 - - PERMISSION OF THE - --- - 4 --------- ----- -- - 17-�``r�J� J=- ARCHITECT. I l E NC, NG .1, J-71 r -r r _ - - - 11Tl�L I �J -- -_-_------------- J ' ;� -- _ CONP0511E REPUa nECKING - -----_- - COAhP051fE _LT 7.��,1,1.r t 1 (2)tW2iO4 HA�PAL CdAWeALaJn EXISi11JG WWRIMI.AND = 1-`1�C-LrLI I=IT f--- EXI5ING - 5 MD PA9.IWA5 WITH __.__-._-.-_.-.._•___•-__..._..__. t ARV PALS �- _ J r I- COM?OSITE7 11 L colv?059 COMPOSITE tWZ4510 ��r'-, - CON�°051TE Mouz MCKWG iEN>pEt n -1 COMP051ff 1 0 aA4lOf5t NA'Al' - �5i COMPOSITE PlEW(2)P.f.ZIIO[iEAAI I I I i rJrw Gut PALS , I I I I I I 'MT" STEEL PLATES I I I - _ " I I I vEcxo l TI PV75 _ z I I.- -I I-x I I '"'PAPPEn IN Cora 061iE I I I MD coNpO51fE ST L-7�-_ J_- - Iluo Afr�n fo 3'" EEL COLUMN YAM I � rt5`u vaa,EPs .�{,_n @-�,. - _-. _ _ I I sTNIPsoN LCC3.5-4POst I I y_I � - I I I I I I VENT comwop I I I I I COMP051TE�WA 5 I I 1 rJ Aw 135eP 0ACKEI5 - --- J�IE� tbla JIr �I. II II II GL r.-11 I I I FOUWA110N I I 16"COW"PIED our oF"Gu tpv I I I + t _ --- �6 11 II r �- A?P OELO = L-� rV ,7E 3'-6" -------------------1---J _ FRONT ELEVATI N �I-L, RIGHT SIDE ELEVATION '---'---------- ---------- ' ' ---- SCALE: 1/4" = 1'-0' SCALE: 1/4" — 1'-0' REAR ELEVATION PANT E>OM '!- SCALE: 1/4" = 1'—0' DPICKGh1Mt�Y Ll 1 i 1b1�1 .�11 J 1.1 tL Il l tl 1� �If 1 IL !, �c� _ i 1t 'I 't,'� Il 1 ll. 1 I IL �1>'1 fj I T J oecoaAnvE COMPOSITE CAP RE-FLASN A5 I II rr' �. I 1 1 1 I l T ! I I I J I �. 1 J� I I I�- COMPOSITE 2W HANDRAIL RE0AV vAte '` KOOFING --1 �l 11 1 J 1J 1 J I 1 I J I I J -- - - I. 111 I.I 1 I I1J COMPOSITE 2'x4'TOP RAIL _ 1.111 COMPOSITE 2'x2-BALUSTERS®5-O.C. 1 1 _1L' J_I II 1 lL I p I ,J L j I ' = II 11 L ROM 2 11 LL t 11..11 Ili_ .I.I+ !141 L 11 Il.. 1 11_,. II_I1 --.---- -- -....----..-- .--- Il-. DOOR II_ ll _>'11�I!Il. _t11�_ 1 _c IL ! I I/' - I� SILL TO �1 J L �1J� I�� 4 1� DECIONG SAP O�A COMPOSITE 4-x4'POST 1_l =LII� J L11J1 1 J I L I 1` ,1l 1. I ill I I rI I I(�11 I I I i I I n I I I�(1 FLASH G L E j --_-- -- -- -.------- _ x8 1,•- YCOMPOSRE2-x4 BOTT 41# OM tA1L John G. MPSON COMPOSITE t LRRICANE COMPOSITE 1xS Scarlato Jr. TIE L F= E)USfhUi P.T.2'x10®IS-.C. 4'CONC.STRINGER EX StU�Y ------ - - -•------------• EXISTING -- MIN.(4)SIMPSON •.°� f P.T O SIMPSON MANGER LANDING 38-MIN. -- -- - - -- -- DTTQ TENSION FROM RISER Architect TIES EVENLY w/j STEEL PLATE SIMPSON (FLAGSTONE.PAVER DISTRIBUTED T.2St 10'LEDGER o e LCC3.5.4 - OR OTHER FINISHED ~ , OP OPTIONAL) 33 Byram Hill Road _ _ _ ACROSS DECK THRU BOLT TO BLDG.AND OT NOT I STAGGERED -- - ---- ---- -N --- -- MORE THAN FOUNDATION WALL T.Z'x17 ° .° FROM EACH END 3 r STEEL TUBE COL 1` "'�'AG Armonk,NY 10504 OF EACH_ -- BOAREOGER SIMPSON POST u (SEE FIGURE HANGER ;I APPROX.GRADE Phone:(914)273-7350 T --- -- R507,9.2(2)ON MIN.3•"0'TO BOTTOM Tmi � _ CONC.SONOTUpgq,3) BE FOOTING 5 JGSCARLATO@GMAIL.COM ° HAMLET RESIDENCE - E>aStNG _ Ew I - WT;2.0",2••0 21 COUNTRY RIDGE CIRCLE 12••FQn'PW..YX1I'. cOlrJ'o51rE --- --------- n,Kxa olvNa vim„,Tat Kea anro ---- - 2•0 � �' CIO 450.0WAL5 HANDRAILS ATTACHED TO RYE BROOK, N.Y. 10573 GIJAW PALS _OA4'S11-,, SHALL BE CONTINUOUS COM°OStiE _--T�INDP.fV7•-Ahl7 --•-•---•-------------.- OPENING ���'SH+DFO51 THE INSIDE OF GUARDS I Ila Hu I1 R`JryLLCASi'9w",�IS FROM APOIMDIRECTLY BETWEEN wtut+cae+u a cur, TO A POINT DIRECTLY NEW DECK AND DRIVEWAY VE THE TOP RISER BALUSTERS ISfUYt1lNI1151OV0110/SY.:tI, ,I iGYr1SAftI PQ1tC5 ABOVE THE LOWEST nEaeJG �•��— DECK RISER OF THE FLIGHT COMP0511E SHALL NOT Fes'ALSt G'•I411lOI0 k /S AK'.v�;r rim JL W P --- - — T TO SCALE SPHEPASS E 1�°. kor � ��„V SPHERE TO AIp1119♦or °' e�nYGl SAt7 AS WELL AS MEET (Z)P.T.2xIO WITH (2)P.T.2:101M11M I I I THROUGH FMAAF�O1-'I Fn CILv 9T11 LT DIWAS MENSIONNAL1L AR WITH STEEL PLATE I I �'STEEL KATi 1 _I HANDRAIL STYLES CAN I I 1 TOATRHf WTCtt Y R+N IC1O"_ta'E IAV:1.5"Ol1PN�M REQUIREMENTS T3a TEn tOGE1FEP I I DOI tEn rOl�1�EP 11Ok l t_ 4�')M VARY WIDELY,BUT MUST �" eTra Ir rLlo fs�Jy{tkN ALL COMPLY WITH 2020 16"O.C.5TKaR!n I 16"OG.SfAGGfPEt7 coN)'GSITE1PEA75 1 -J__J 4 SOLID Ino++rxl RCNYSR311.7s&0AND TOP fO MOM 10P fO 00(fom r ;to OR OPEN O?F05I R507.2.2 FOR GRIP SIZE. I( f"J A' P DAG EP5 VERIFY ANY PRE 3 Z'STEEL GOI UA�I 1 I 3 3'SUL CCA.IPrrJ ".' I :� � RAIL 2r''�"'�J HANDRAILS IN WPA"PEn W P.t,2x6 N PJW'En W P.f.2.6 I 1 M.�v conSPo�tE Ir10 i i redD C0NpO51tE 17J0 I 1 �x0 COMPLIANCE Mu ACCTTURFR A NOIOR EXTERIOR E L EVAT I O N S I I I 71 ARCHITECT PRIOR TO SECTIONS 5'"'AH:F PURCHASE OR I USTI%5TM5 � I I I I I I Wow-,Ists° I I I "51EE4 TIDE I I I I I RAIL SHALL NOT ALLOW 0' INSTALLATION. I OPENING BELOW BOTTOM - CO,LEAN O1J IA" I SPHERE TO PASS ,t1 I I I I OPEOPENINGNGWALKING BETWEEN COMM-9501410 6E-J'-611 J I I I I GUARDS SHALL NOT SURFACE AND I I I I I ALLOW r SRE TO ; E P PASS THRO /f DRAWING NO,cG LJOPY I !16" I I o'f19 our OF 11•E GPCd�67 I I ALL RISERS TO HAVE BACKERS OR R+\Cf/P. I I ( I MODIFICATIONS TO DfM p Iftl'1G�BC�4 I6"CONCt tE PAP I PREVENT A4'SPHERE Imraonu VOJ.,� R4- {' �y ON 2OW-119 P I I ( FROM PASSING THROUGH VM.At101 tAV7 Y. n L-------------------------------- ___-__---__ IF TOTAL RISE IS NpItO *Q p -___�r.-------------------------r-LI------------- �., GREATER THAN 30' frQ'1Da' - - -- CL O&OWGTE 3'-6" I I 1 1 -_l L_ I I I I I LEFT SIDE ELEVATION TYPICAL STAIR CODE DETAIL L_J L_ I ____j SCALE: 1 4 = 1 —0 NOT TO SCALE � 2020 RESIDENTIAL CODE TABLE R507.3.1 SECTION R507 MINIMUM FOOTING SIZE FOR DECKS TABLE R507.5 TABLE R507.6 EXTERIOR DECKSLIVE OR LOAD BEARING VALUE OF SOILS"d(ps0 DECK BEAM SPAN LENGTHS'-Le(feet•Inches) DECK JOIST SPANS FOR COMMON LUMBER SPECIES(ft.-In.) GROUND TRIBUTARY 1500' 2000• 250V 2 3000, DECK JOIST SPAN LESS THAN OR EQUAL TO: ALLOWABLE JOIST SPAN' MAXIMUM CANTILEVER°' R507.1 Decks.Wood-framed decks shall be in accordance SPECIES* SIZE% (feet SPACING 0 F NEW YORK STATE SNOW AREA Side of a Diameter of o Side of a Diameter or a Side of a Diameter of a Side of a Diameter of a SIZE SPACING OF DECK JOISTS ' with this section.For decks using materials and conditions LOAD' (sq.It.) footThickness Thickness Thickness Thickness 6 6 10 12 14 16 19 SPECIES' OF DECK JOISTS WiTH CANTILEVERS not prescribed in this section,refer to Section R301. (Ps0 square round ehe�ng (I^toes) 5 pnches)I^g round(hone jog (Inches) sq(inches)Ing ro a ches)mg (inches) square Ihes)1ng roundhes)ng (inches) 0nehas) (Inches) 1-2 x G 4-II 4-0 3-7 3-3 3-0 2-10 2.8 R507.2 Materials.Materials used for the construction of R507.2.2.3 Decay resistance.Plastic composite deck 20 12 14 6 12 14 6 12 14 6 12 14 b 12 16 24 12 i6 24 1-2x 8 5-II 5-I 4-7 4-2 2-10 3-7 3-5 2 x 6 9-11 9-0 7-7 I-3 I-4 I-6 decks shall comply with this section. boards,stair treads,guards and hondrails containing 40 14 16 6 12 14 6 12 14 6 12 14 6 1 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 other biodegradable materials shall 60 17 19 6 15 17 6 13 15 6 12 14 6 2 x 8 13.1 11-10 9-8 2-1 2-3 2-5 grade or better lumber,prescrvativc-treated in accordance be decay resistant in accordance with ASTM D7032. 40 8o 20 22 7 17 19 6 15 17 6 is 16 6 1-2 x 12 8-3 7-1 G-4 5-10 5-5 5-0 4-9 Southern pine 2 x 10 16-2 14-0 11-5 3-4 3•6 2-10 with Section R317,or approved,naturally durable lumber, R507.2.2.4 Termite resistance.Where required by 100 22 25 8 19 21 6 17 19 6 Is 17 6 2-2 x 6 6-11 5-11 5-4 4.10 4-6 4-3 4 0 2 x 12 18-0 16-6 13-6 4-6 4.2 3-4 and termite protected where required in accordance with Section 318,plastic composite deck boards,stair treads, 120 24 27 9 21 23 7 19 21 6 17 19 G 2-2 x 8 8-9 7-7 6-9 6-2 5-9 5-4 5-0 Bautista pine 2 x 6 9-6 8-8 7-2 I-2 I-3 1-5 Section R318.Where design in accordance with Section guards and handrails containing wood,cellulosic or 140 26 29 10 22 25 8 20 23 7 18 21 6 2-2 x 10 10-4 9-0 8-0 74 6-9 6-4 6-0 a R301 is provided,wood structural members shall be other biodegradable materials shall be ler_mite resistant I60 28 31 11 24 27 9 21 24 R 20 z2 7 Douglas fr•lareh, 2 x 8 12-6 11-1 9-1 1-11 2-1 2-3 P � 2-2 x 12 12-2 JO-7 9-5 B-7 8-0 7-6 7-0 designed using the wet service factor defined in AWC in accordance with ASTM D7032. spruce-° g g 20 12 14 6 12 14 6 12 14 6 12 14 6 s race-inc-fit°, 2 X 10 15-8 13-7 II-1 3-1 3.5 2.9 NDS.Cuts,notches and drilled holes of preservative- 3-2 x 6 8-2 7-5 6-8 G I 5.8 5-3 5-0 P P R507.2.2.5 Installation of plastic composites.Plastic 40 1s 17 G 13 IS 6 I2 la 6 12 1a 6 2 x 12 18-0 I5-9 12-10 4-6 3-11 3-3 treated wood members shall be treated in accordance with 3-2 x 8 10-10 9-6 8-6 7-9 7-2 6-8 6-4 composite deck boards,stair trends,guards and hand- GO 19 21 G 16 IR 6 14 16 6 13 IS G 2 x G 8-10 8-0 7-0 I-0 1•I 1-2 Section R317.1.1.All prescrvativc-treated wood products rails 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 21 24 6 19 21 G 17 19 6 IS 17 6 8- in contact with the ground shall be labeled for such usage. the manufacturer's instructions. 50 3-2 x 12 15-3 13.3 11-10 10-9 10-0 9-4 8-10 western cedars, 2 x 8 11-8 10-7 8 1-8 I-10 2-0 100 24 27 9 21 23 7 19 21 G 17 19 G R507.2.1.1 Engineered wood products.Engineered R507.2.3 Fasteners and connectors.Metal fasteners and 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 ponderosa pine', 2 x l0 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 3-1 P connectors used for all decks shall be in accordance with )qp 28 32 11 25 26 9 22 25 8 20 23 7 3 x 8or2-2 x 8 b-10 5-I I 5-4 4-10 4-6 4-I 3-8 R502. Section R317.3 and Table R507.2.3. 160 30 34 12 26 30 10 24 27 9 21 24 8 3 x 10or2-2 x 10 8-4 7-3 6-6 5-I1 5.6 5-1 4-8 For Sh 1 inch-25.4 mm,I foot-304.8 mm,I pound per square fool-0.0479 kPN I pound-0.454 kg. R507.2.2 Plastic composite deck boards,stair treads, R507.2.4 Flashing.Flashing shall be corrosion-resistant 20 12 14 6 12 14 6 12 14 6 12 14 6 n.No.2 grade with wet service factor. wards,or handrails.Plastic composite exterior deck Douglas fir-larch` 3 X 12 or 2-2 x 12 9-8 8.5 7-6 6-10 6-4 5-11 5-7 b.Ground snow load,live toad-40 psf,dead land-10 psr,UA-3G0. g metal of nominal thickness not less than 0.019 inch(0.48 40 IG 19 6 14 iG 6 13 la 6 12 14 6 t: boards,stair treads,guards and handrails shall comply mm)or approved nonmetallic material that is compatible hem•fir`, 4 x G 6-5 5-6 4-11 4-6 4-2 3-11 3-8 c.Ground straw load,live load-40 psf,dead land-10 psf,UA=360 at mnin span,UA-180 at coniilcvcr with a 220-pound point load applied to end. PP P GU 20 23 7 17 20 6 16 I6 6 14 I6 6 d.Includes incising factor. with the requirements of ASTM D7032 and this section. spruce-pine-fie, g with the substrate of the structure and the decking masers- 80 23 26 9 20 23 7 IB 20 6 Ib l9 6 redwood, 4 x 8 8-5 7-3 6-6 5-1 I 5-6 5-2 4-10 c.Northam species with no Incising factor. and stair t Labeling.Plastic composite deck boards als. 60 too 26 29 10 22 25 a 20 23 7 is 21 6 western cedars, 4 x 10 9-11 8-7 7-8 7-0 6-6 6-1 5-8 L Cnntilevercd spans not exceeding the nominal depth of the joist are pennitted. and stair treads,or their packaging,shall bear a label R507.2.5 Alternate materials. Alternative materials, 120 28 32 11 25 28 9 22 25 8 20 23 7 1 ponderoso pine, 4 x 12 11-5 9-11 8-10 8-1 7-6 7-0 6-7 that indicates compliance with ASTM D7032 and includingass and metals,shall be permitted. red piney includes the allowable load and maximum allowable g1 P 140 31 35 12 27 30 10 24 27 9 22 24 8 3-2 x G 7-4 G-8 G-0 5-G 5-1 4-9 4-6 TABLER50G R507.3 Footings.Decks shall be supported on concrete foot- 160 33 37 13 28 32 11 25 29 l0 23 2G 9 MAXIMUM JOIST SPACING FOR DECKING span determined in accordance with ASTM D7032. g PP 3-2 X 8 9-8 8-G 7-7 6-1 1 G-5 6-0 5-8 MAXIMUM ON-CENTER JOIST SPACING Plastic or composite handrails and guards,or their ings or other approved structural systems designed to accom- 20 12 14 6 12 14 1 6 12 14 6 12 14 6 3-2 x 10 12-0 10.5 94 8-6 7-10 7.4 6-11 DECKING MATERIAL TYPE AND NOMINAL SIZE packaging,shall bear a label that indicates compliance modate all loads in accordance with Section R301.Deck 40 I8 20 6 IS 17 6 14 I5 6 12 14 6 DackingporpendkulartoJolst OeckingdlagonaltoJolst' 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 G IS 17 G 3-2 x 12 13-11 12-1 10-9 9-10 9-I 8-6 8-I 1'/,-inch-thick wood 16 inches 12 inches able span determined in accordance with ASTM deck structure to the ground as shown in Figure R507.3.The so 25 28 9 21 24 8 19 22 7 18 20 6 For SI:1 inch-25.4 ram,1 root-304.8 mm,i pound per square root-0.0479 kPa.I pound-0.454 kg. 2-inch-thick wood 24 inches 16 inches D7032. footing depth shall be in accordance with Section R403.1.4. 70 100 28 31 I I 24 27 9 21 24 8 20 22 7 a.Ground snow load,live load-40 psf,dead load-10 par,LJ6-360 at main span,Ue-180 at cantilever with a 220•pound point load applied at the end. b.Baru supporting deck joists from one side only. 1 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 t20 30 34 12 26 30 10 24 27 9 21 24 8 e.No 2 grade,wet service factor. For SI:i inch=25.4 ram,I root-304.8 mm,I degree-0.01745 rod. deck boards,stair treads,guards,and handrails shall directly supported on grade over their entire length. 140 33 37 13 28 32 11 25 29 10 23 26 9 d.Beam depth shall be grcnicr than or equal to depth orjoists with n Rush bean condition. n.Maximum angle of45 degrees from perpendicular for wood deck boards. -d c.irtdudes incising factor. exhibit a flame spread index not exceeding 200 when R507.3.1 Minimum size.The minimum size of concrete 1 i60 35 40 IS 30 34 12 27 31 11 1 25 28 9 f.No-them species.Incising factor not Included. tested in accordance with ASTM E84 or UL 723 with footings shall be in accordance with Table R507.3.1, For SI:I inch-25.4 mm,I square foot=0.0929 m'.I pound per square foot=0.0479 kPn. c.Assume.%minimum square footing to be 12 inches x 12 Indies x 6 Inches for 6 x 6 post. C.Beam cantilevers are limited to the adjacent beam's span divided by 4. the test specimen remaining in place during the test. based on the tributary area and allowable soil-bearing n.Interpolation permitted,extrapolation not permitted d.If the support Is a brick or CMU pier,the footing shall have a mdnimtun 2-inch projection on all sides. SHEATHING Exception:Plastic composites determined to be pressure iu accordance with Table R401.4.1. b.Based on highest load case:Dead+Live or Dead+Snow. e.Arco,in square feet,ordeck surface supported by post and footings. TABLE R507.9.1.3(1) noncombustible. DECK LEDGER CONNECTION TO BAND J01ST•0 NOTE: SIDING (Deck live load=40 psf,deck dead load=10 st,snow load S 40 SQ THIS DETAIL IS APPLICABLE R507.6.2 Deck joist lateral restraint.Joist ends and P P P FLASHING FOR t" JOIST SPAN WHERE FLOOR JOISTS ARE WATERTIGHTNESS TABLE R507.2.3 5 Y MINIMUM FOR PARALLEL TO DECK JOISTS. FASTENER AND CONNECTOR SPECIFICATIONS FOR DECKS°•" bearing locations shall be provided with lateral resistance BEAM SPLICES. CONNECTION DETAILS 6'and lass 61'toe' 811"to 1o' 10'1"to 1z' 12'1"to 14' 14'1"to 16' 16'1"to le' to prevent rotation.Where lateral restraint is provided by BEAM SPLICE ���'•- DECKING ITFJb1 MATERIAL MINIMUM FINISH/COATING ALTERNATE FIMSHICOATINC (IF REQUIRED) �• On-center spacing of fasteners joist hangers or blocking between joists,their depth shall (IF REQUIRED) , , in accordance with Stainless steel,silicon bronze or /-inch diameter la screw with 7,-inch Nails and limber rivets ASTM F16G7 Hot-dipped galvanized per ASTM A 153 co equal not less than 60 percent of tic joist depth.Where lnt- MOVER POST maximum sheothin ° ' 30 23 18 15 13 11 10 APPROVED JOIST HANGERS erol restraint is provided by rim joists,they shall be Boltf In accordance with Hot-dipped galvanized per ASTM A 153 Class C Y _ t 1,� '/=inch diameter bolt with'/i-inch maximum 2'MIN. 2x LEDGER WITH FASTENERS PP G P secured to the end of each joist with not fewer than three � •-�`f! - �, 36 3G 34 29 24 21 19 La screws ASTM A307(bolts), �` ~^ IN ACCORDANCE WITH TABLE R507.2 g (bo ) (Class D for is-inch diameter and less)or mechani-Stainless steel,silicon bronze 0r , -(,,, "i••-•-�,;;, h�.l sheathing° IOd(3-inch by 0.128-inch)(76 ram by 3.3 ram)nails or ''7' ,l:!� (including nuts and ASTM A563(nuts), tally galvanized per ASTM B695,Class 55 or 410 copper 4I �ri t I i• %inch diameter bolt with 1-inch maximmn 36 36 29 24 21 18 16 washers) ASTM F844(washers) stainless steel three No.10x 3-inch(76 nun)long wood screws. '�' �c i sheathing` HOLD-DOWN DEVICE MIN 750 I.B.CAPACITY II.`•) I I ( ASTM A653 type O 185 zinc coated galvanized R507.7 Decking.Maximum allowable spacing for joists sup- APPROVED FLOOR JOISTS AT 4 LOCATIONS,EVENLY DISTRIBUTEDPOST CAP I ` I For SI:I inch-25A mm,I foor-304.8 mm,I pound per square foot-0.0479 kPo. ALONG DECK AND ONE WITHIN 24'OF EACH Me101 connectors Per manufacturer's steel or post hot-dipped galvanized per ASTM Stainless steel porting decking shall be in accordance with Table R507.7. a.Ledgers stholl be flashed in accordance with Section R703.4 to prevent wuter from contacting the horse bond joist. END OF THE LEDGER.HOLD-DOWN DEVICES specification A 123 providing a minimtmh average coating Wood deckingshall be attached to each supporting member b.Snow fond shall not be assumed to act concurrently with live load. SHALL FULLY ENGAGE DECK JOIST PER ppo g BEAM OVER POST CAP BEAM OVER POST HOLD-DOWN MANUFACTURER. weight of 2.0 ozJtt'(total both sides) with not less than two 8d threaded nails or two No.8 hood c.The tip of the lag screw shall fully extend beyond the inside face of the band joist. For SI 1 inch-25.4 mini,I foot-304.8 mum. d.Sheathing shall be wood structural panel or solid sawn lumber. screws.Other approved decking or fastener systems shall be c.Sheathing shall be permitted to be wool structural portal,g)•psum board,frbetbowd,lumber or foam stienthing.Up to'/=-inch thickness of stacked washers A FULLY THREADED ale DIAMETER LAG a.Equivalent d connectors coatings and finishes shall r l sated it For Si:I inch-25.4 ram, P P h= 8 p g. SCREW PREDRILLED W/MIN.3'PENETRATION b.Fastener and connectors exposed to all venter or loafed within 300 feel of o soh water shoreline shall be slninles�steel. installed in accordance with the manufacturer's installation shall be permitted to substitute for u to!hrch of allotvnblc sheathing thickness where combined with wood structural noel or somber sheathing. c.Holes for bolts shall be drilled a minimum'/inch and a maximum'!inch lay Ilion the bolt. requirements. FIGURE R507.6.1(1) TO CENTER OF TOP PLATE,STUDS,OR HEADER. u larger DECK BEAM TO DECK POST d.Log screws'/,inch and larger shall be predrilled to ovoid wood splitting per the National Design Specification(ND$)for Wood Constnuclion. R507.8 Vertical and lateral supports.Where supported by TABLE R507.9.1.3(2) For Si:1 inch-25.4 mar,1 root-304.8 ram. c.Stainless-steel-driven fasteners shall be in accordance with ASTM Ft 667. MINIMUM 2" - MINIMUM 2 z" --� �- PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS attachment to an exterior wall,decks shall be positively FIGURE Rs07.9.2(2) anchored to the primary structure and designed for both 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 cal and lateral loads.Such attachment shall not be accom- IN ALLOWABLE SOILS lished b the use of toenails or nails subject to withdrawal. SINGLE PLY BEAM- MULTIPLE-PLY BEAM-. Ledgee 2 inches° '/�inch 2 inches' 1%inches" --TYPICAL PT POST P Y j For decks with cantilevered framing members,connection to Band Joist' '14 inch 2 inches 2 inches' 111,inches" exterior wal Is or other framing members shall be designed and (2)1/2"DIAMETER- _ For SI:I inch=25.4 mm. I ° 12 constructed to resist uplift resulting from the full live load ��- THROUGH-BOLTS rd'_5 o.Lng screws or bolts shall be sinBBered from the top to the bottom along the horizontal run of tic deck ledger in accordance with Figure R107.9.1.3(1). i GRADE ��� S1 _ I i __ _• specified in Table R301.5 acting on the cantilevered portion of OR APPROVED 1' b.Maximum S inches. �{� I EQUIVALENT e.For engineered rim joists,the manufacturer's recommendations shall govern. r=ar'M-1 I:J��l:k:thAl'.1.:t Txmzv�'m � , .cw� ' � :�.u�u: ".:.7G_.."L-MgiF1 �J the deck.Where positive connection to the primary building I ( 1 CONNECTOR d.The minimum distance from bottom row of tag screws or bolts 10 the top edge of the ledger shall be in accordance with Figure R507.9.1.3(1). I structure cannot be verified during inspection,decks shall be I it self-supporting. z STAGGER FASTENERS I t.• t I T- '•�a- 11507.9 Vertical and lateral supports at band Joist.Vertical POST NOTCH- k' IN 2 ROWS _... and lateral supports for decks shall comply with this section. ---)�r FOR FULL BEAM •. BEARING - - 5-7 MIN.FOR 2 X 8' 'DISTANCE SHALL BE PERMITTED TO i DIAMETER R507.9.1 Vertical supports.Vertical loads shall be trans- t 2Ya'MIN. 5'MAX ® ® ® 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4.5'IF LAG SCREWS DEPTH L h.- PER TABLE THROUGH BOLTS (erred to band joists with ledgers in accordance with this -BEAM SPLICE-- 7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS PER TABLE IN BOTH DIRECTIONS MINIMUM 1Y J g ® ® ® ® REDUCED TO THAT OF LAG SCREWS NOTE:NOT SCREWS section. OF EMBEDMENT 11- a 2' TO ATTACH 2 X 8 LEDGERS TO 2 X 8 4'GRAVEL- __,__ i 2"MIN. BAND JOISTS. )LLLAG SCREW OR BOLT 3/4"MIN, R507.9.1.1 Ledger details.Deck ledgers shall be a �-,'. 1' _ , I LEDGER I + 1t�1(inill 1 NOTE: minimum 2-inch by 8-inch(51 mm by 203 nim)nomi- I, r:.•.��I_ POSTS MUST BE CENTERED ON OR IN FOOTING nal, prCSSUTC-presCrvativertiCatCd $Ou111Crn pine, 'r-'t: r 1 J o h n G. hem-fir, or ' I°11'w'1 ForSl:linclr=25.4mhn. For SI:I inch-25.4 ram. incised pressure-preservative-treated he r approved,naturally durable,No.2 grade or better hum- I �� FIGURE R507.e.1.3(t) FIGURE R507.3 bcr.Dcck ledgers shall not support concentrated loads PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS Scarlato Jr. DECK POSTS TO DECK FOOTING CONNECTION from beams or girders.Deck ledgers shall not be sup- - 2!2WA' R507.5 Deck beams.Maximum allowable spans for wood ported on stone or masonry veneer. R507.3.2 Minimum depth.Deck footings shall extend deck beams,as shown in Figure R507.5,shall be in accordance Architect below the frost line specified in Table R301.2())in actor- will Table R507. R507.9.1.2 Band joist details.Band joists supporting a For SI:1 inch 25.4 ram EXTERIOR SHEATHING = dance with Section R403.1.4.I. 5.Beam plies shall be fastened with two rows ledger shall be a minimum 2-inch-nominal(51 mm) of IOd(3-inch x 0.128-inch)nails minimum at 16 inches(406 ' Exceptions: min)on center along each edge.Beams shall be permitted to solid-sawn,spruce-pine-fir or better lumber or a mini- FIGURE R507.5.1(2) EXISTING STUD WALL--- I.Free-standing decks that meet all of tie following cantilever at each end up to one-fourth of the allowable beam mum I-inch by 9'/i inch(25 ram x 241 ram)timer- NOTCHED POST-TO-BEAM CONNECTION EXISTING 2x BAND JOIST 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 PRIMARY designed in accordance with accepted engineering practices. Band joists shall bear full on the rime structure STRUCTURE STRUCTURE OR ENGINEERED RIM BOARD Armonk,NY 10504 1.1.The joists bear directly on precast con- P g g P J Y primary FOR CANTILEVERED Crete pier blocks at rode without sup- capable of supporting all required loads. JOISTS 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 I'/inches(38 mm)of bearingon wood R507.9.1.3 Ledger to band joist details.Fasteners OTHER LATERAL LEDGER LEDGER 2"MIN. DECK JOIST g J RESTRAINT JGSCARLATO@GMAIL.COM 1.2.The area of the deck does not exceed 200 or metal and not less than 3 inches(76 mm)of bearing on used in deck ledger connections in accordance with REQUIRED OVER BOARD JOiST BOARD BEAM MINT square feet(18.9 m'). concrete or masonry Cor the entire width of the beam. Table R507.9.L3(1)shall be hot-dipped galvanized or aFAM ZL 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 tAG SCREWS OR BOLTS inches(616 nun)above grade at any each ply must have full bearing on the post in accordance Table R507.9.1.3(2)and Figures R507.9.1.3(1)and I t 2"MIN. HAMLET RESIDENCE point within 36 inches(914 ram)men.- with Figures R507.5. Rs07.9.1.3(2). I JOIST Jols7s o•.'. o•a 21 COUNTRY RIDGE CIRCLE sured horizontally from the edge. JOISTS BEAM HANGER FLOOR FRAMING . O•0•o HANGER EACH END o R507.5.2 Deck beam connection to supports.Deck R507.9.1.4 Alternate ledger details.Alternate from- b � � JOIST HANGER 2.Free-standing decks need not be provided with PP g BEAM •od o•�:o 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 RYE BROOK N.Y. 10573 transfcrrin vertical loads and resistin horizontal dis- meet the load requirements of Section R301.5 shall be POST(BEYOND) POST(BEYOND) EXISTING o.•..�,•oobo r R507.4 Deck posts.For single-level wood-framed decks g g q FOUNDATION WALL with beams sized in accordance with Table R507.5,deck post placement.Deck beam connections to hood posts shall be pennitted. 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:I inch-25.4 mm. R507.9.2 Lateral connection.Lateral loads shall be trans- JOIST SPAN CENTERLINE TO CENTERLINE Manufactured post-to-beam connectors shall be sized for g p QpnDNAI INTERIOR AND EXTERIOR (erred to the round or to a structure capable of transmit- OF JOIST HANGERS FIGURE R507.9.1.3(2) the post and beam sizes.Bolts shall have washers under CANTILEVER PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS TABLE R507.4 the head and nut. ring them to 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 ALTERATIONS AND R507.6.1 Deck Joist bearing.The ends of joists shall have RENOVATIONS MAXIMUM HEtcrlr• down tension devices shall be installed in not Icss than two RIM DECK POST SIZE (fact-Inchos) not less than 1'/,inches(38 mm)of bearing on wood or locations per deck,within 24 inches(610 ram)of each end 4 X 4 6-9' metal and not less than 3 inches(76 min)of bearing on of the deck Each device shall have an allowable stress FOR CANTILEVERED JOISTS HOLD-DOWN OR SIMILAR REPLACE DECK 4 x 6 g concrete or masonry over its entire width.Joists bearing design capacity of not less than 1,500 pounds G672 N. LATERAL RESTRAINT TENSION DEVICE on to of a multiple-plybeam or led ledger shall be fastened g y P ( ) LATERAL RESTRAINT G x 6 14 P g Where the lateral load connections are provided in actor- REQUIRED OVER BEAM Joisr 8 X 8 14 in accordance with Table R602.3(1).Joists bearing on top FLOOR SHEATHING NAILING AT dARCe with Figure R507.9.2(2),the hold-down tension 6'MAXIMUM ON CENTER TO of a single-ply beam or ledger shall be attached by a For SI:I inch=25.4 ram,Ifoot=304.8 ram, devices shall be installed in not less than four locations per t JOIST WITH HOLD-DOWN 2020 RESIDENTIAL CODE OF I pound per square root-0.0479 kPa. mechanical connector.Joist framing into the side of a deck,and each device shall have an allowable stress o.Measured to the underside or[lie beam. beam or ledger board shall be supported by approved joist design capacity of not less than 750 pounds 3336 N. JOISTS WARNING: NEW YORK STATE b.Based on 40 psf live load. hangers. J,ST g P y P ( ) JOIST HANGER e.The maximum permitted height is 8 feel for one-ply and two-ply beams. _ _ \-BEAM EACH END THESE DOCUMENTS ARE NOT VALID UNLESS SECTION R507: Tto maximum permitted height forthrce-ply beans on post cap is6 feet 9 z7 JOIST BEAM + + + + + + SEALED AND SIGNED IN INK,NO SCANS, inches. l-- -- �__ POST(BEYOND) POST(BEYOND) + + + + REPRODUCTIONS OR COPIES ARE AUTHORIZED EXTERIOR DECKS R507.4.1 Deck post to deck footing connection.Where L-- --i BY WITHOUT WRITTEN AUTHORIZATION OF posts bear on concrete footings in accordance with Section aFAM I eEAt, JOTS PAN MEASURED R403 and Figure R507.4.1,lateral restraint shall be pro- +--JOIST SPAN JOHN G.SCARLATO JR.,ARCHITECT. DRAWING NO. vided b manufactured Connectors Or a minimum post POST POST OPTIONAL OPTIONAL CENTERLINE TO CENTERLINE y P CANTILEVER CANTILEVER OF JOIST HANGERS FURTHERMORE; qq embedment of 12 inches(305 mm)in surrounding soils or FLOOR JOIST DECK JOIST concrete piers.Other footing systems shall be permitted. JOISTS ON FREE-STANDING DECK JOISTS ON FREE-STANDING DECK IT IS A VIOLATION OF NEW YORK STATE LAW 6 A� Exception:Where expansive,compressible,shining or WITH DROPPED BEAM WITH FLUSH BEAM FOR ANY PERSON,UNLESS ACTING UNDER THE other questionable soils are present,surrounding soils PTIONAL aEAMSpA,v 6EArASPAH oPrtoH OPTIMM OEMGPM eFa►ASPAN Prr L DIRECTION OF A LICENSED ARCHITECT,TO shall not be relied on for lateral support. CANTILEVER CANnLEVER CANTILEVER CANT1 E R FIGURE R507.6 TYPICAL DECK JOIST SPANS ALTER IN ANY WAY THESE SEALED AND SIGNED A 4 DOCUMENTS WITHOUT THE EXPRESS AND 4, DROPPED BEAM FLUSH BEAM Fors[:1 inch-25.4mIu CONDITIONED PERMISSION OF THE ARCHITECT. ORy$p FIGURE R507.5 FIGURE R507.9.2(1) TYPICAL DECK JOIST SPANS DECK ATTACHMENT FOR LATERAL LOADS WARNING: THESE DOCUMENTS ARE NOT VALID UNLESS SEALED AND SIGNED IN INK,NO SCANS, REPRODUCTIONS OR COPIES ARE AUTHORIZED BY WITHOUT WRITTEN AUTHORIZATION OF JOHN G.SCARLATO JR., ARCHITECT. FURTHERMORE; IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER IN ANY WAY THESE SEALED AND SIGNED DOCUMENTS WITHOUT THE EXPRESS AND CONDITIONED PERMISSION OF THE ARCHITECT. f0f& �xbfM impWINIOU5 TOT& Fp"OP05�p IMMFINIOU5 Lj -750 5695 50 5�56-750-1�I 5�56 �X15�ING 105 ��No ���, Lod J Bounds � 121.1p' �� b 4 87 5165 f0f& rp"'OP05Fp John G. o Scarlato Jr. f'P.CTr'OSEC Architect 4�� , Arc* �D ( :: MAP f0f& FxbfM f0f& PVOP05FP ff ;:�°f•�%° YAP,,P 33 Byram Hill Road re : :�'' .i c FI\ONT IMPWNIOU5 FP,,,ONT YAP,,,P IMPWNIOU5 Armonk,NY 10504 r �W , .'.'.' '.'.'.'.'►"' , . .'�:. • _ Phone:(914)273-7350 2 Story Fiome 25.��� � t ^ 1012 1"0�'AL �45M6 JGSCARLATO@GMAIL.COM A=Ex45flz House Na21) � 2 5481 �w�Cx«stabs 9,9„� to 1 107 HAMLET RESIDENCE 1 1072 1072 I 587 21 COUNTRY RIDGE CIRCLE b 1'01'A� �X1511NG 05 RYE BROOK, N.Y. 10573 �0,8r u Po"Go to ------- ' � a�� 16�I ���BI �"(,9/ NEW DECK AND DRIVEWAY 7. P�oPo�n as71v�t o J /erg o rcMow c of E i ASPHW t Cam' «CUED i. w �' RE imp t0 6 CUT cur �"181 FP,,ONT YMT APTA IMPERVIOUS - 61 ® CALCULATIONS DIAGRAMS Exlsnru"wr (50 g wide Right DRAWING NO. SIMPLIFIED PLOT PLAN TOTAL IMPERIOUS AND FRONT YARD IMPERVIOUS SCALE: 1" = 20'-0" LOT COVERAGES EXISTING AND PROPOSED . IMP SCALE: 1" = 20'-0" ��1• �,�w