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HomeMy WebLinkAboutBP20-091PERMIT # aO "09 1 DATE:UhaQ�o EXP:ol SECTION /5- 9 "% BLOCK / LOT a7 TYPE OF WORK D QI� , n f,-on-� add �tiah^' 1�l�uV '{i'D%1 f JOB LOCATION � I vieP6VtICU; New deck �n�-erll�YQl��Crfidlvr OWNER VfZdndi NuVrIV. -7 41035 CONTRACTO vo I I fb Vuy+ 77 3 EST. COST n '� � I Ea 5 + At j ilo3: Pb �CO # C�7 �' �1 FEEA &JD"Rf*-> DATE 7 aC% 00 VTCO # " D �GI FEE it 37Z7. jAb DATE L0, 50o�0 I INSPECTION RECORD FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION CV C RGH PLUMBING GAS 0 SPRINKLER / ELECTRIC LOW -VOLT rrrC� ALARM AS BUILT W OFmm Owtiansm, woots: [�J P�ao-uw clw Mega. r� �1 M 3 1' ssc� v/C�1 R1Verg4eaW079 4COolln9- aR APPROVALS 26 AS B JILT/FINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION � Rece I ved /f5laoa FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT Le-�� 7�Z9� Zo Z I c� �pc� r ' � � - cc L_ c-�i�-� -7 M - P ao- rl a/��as��,. �r noted that the RV requires maintenance and they considered it an extension of their home. Parking Mr. Cacciola the street would mean the loss of parking spaces and parking is an issue in this area. Parking it in arked on his property on Barber Place.November 1st through April 1st the RV is prom However, fand not parked on his property on BarberNovember 1st the RV is in use From April 1st through is no other place on his property that would accommodate the RV. In addition, there the Village Codeas required by explained that the RV will not fit in a garagechose to move forward. the applicant, ,iolacMr. Cac variance application to be approved.his Glenn Brettschneider reminded the applicant that he would need three positive votes in order for within the Front Yard Setback Legalize the Seasonal Parking of a Recreational Vehicle (RV) 9A Barber Place nthony Cacciola A 003 -1.2 #20 da. the agencalled for the first item on Chairman Moscato applications to be heard. arrive in time for those would hope is that Mr. Schutzerit was his By rearranging the agenda applications. (Chairman Moscato recused) and Kaminsky(Joel Simon recused) tani Georges/IThe recusals will be for the application. Mr. Kaminskwould be final application tand Itani's application, third would be Mr. Georges and Ms.the the Nurik application; ond would be the r. Cacciola; the first matter to be heard would be Mthat Moscato stated Chairman the agenda would be taken out of order. onthe items To move things along Board. their applications to the next monthly meeting, when there may be a full complement of the were offered the opportunity to adjourn on the agenda applicants All four (4) of thequorum. four members remain, there is , andthemselves sagenda where a member of the Board recusean application on the there hen He explained that witems on the agenda. different from he Board would be recusing themselves :30 p.m. He also noted that members of taround 8of the Board was detained and would arrive one of the members Chairman Moscato noted that application. to come to the podium, use the microphone, state their name, address, and the nature of the he Board from the Board of Trustees, Trustee David Heiser. He instructed anyone addressing tBoard of Appeals. He introduced the members of the Board, Village staff, and the liaison Chairman Don Moscato welcomed everyone to the March 3, 2020 meeting of the Zoning David Heiser LIAISON: TRUSTEE BOARD OF 2Page March 3, 2020 Zoning Board of Appeals Attorney Gamils explained that you cannot the variance approval to apply to this RV only. there is any way to condition apply to future property owners. The Board asked Attorney Gamils if The Board noted that variances run with the land and vehicle parked in the applicant's front yard. The Board members expressed concern about how the neighbors feel about seeing this large These characteristics make this property unique. property.Based on the topography of the property, there is no way to place the RV anywhere on the a commercial zone across the street, the property is on a hill, and there is a slope on the property.. For example, there is when deliberating must look at the specific characteristics of this propertyThe Board and whether the hardship is unique the nature of the hardship reviewedThe Board . affordable housing unitsan office building and street is Applicant explained that his property is at the edge of the residential district, across theabout whether this was anything unique about this property to support granting the variance. The is a concern about rodents eating wires. There was some discussion be kept charged and there ork, however it is not practical to keep it there for the entire year. The RV must in update New YThe Applicant explained that for six months out of the year it is parked at an RV resort parked. ouldnywhere else that the RV cwas asked if there was a BoardThe this case to say its ok. other violations of front yard setbacks and the Board must determine if there is enough reason in lication is unique and different. The applicant must explain why this situation is different from the safety valve for this issue is that each scato noted that oChairman M or RV in the front yard. to allow others to put a boat precedenceset a couldChairman Moscato noted that this application that this Section should be clarified and rewritten.Mr. Simon noted 's options were. applicantlage's Code that do apply, what can be appealed, and what the ldiscussed the areas of the ViThe Board s requirements.’who can demonstrate practical difficulty in complying with the Code6(C) for applicants -ion 186necessary. The Village Code provides relief from Village Code Sect3) would not be RV in the garage (C(1)(a)), no applicant would need a variance and Section C(o allow him to park his RV in the front yard. If he could comply with the requirement to put the tC(1)(a) and C(1)(b), because he cannot meet these requirements. The applicant seeks a variance Gamils clarified that the Village determined that the applicant had a right to seek a variance from C(1)(a) is neither a yard or setback requirement. Attorney set forth to do so. It was noted thatzoning code provision, authorization must be explicitly -In order to have the right to appeal a non. appeal deZoning Co anoted that this issue is not , Village Counsel, Drew Gamils, Esq.to appeal. restricted the right Mr. Simon inquired if this ”requirements on the ground of practical difficulty.of Subsection C(1)(a) and (b), application may be made to the ZBA for a variance from such in the event that a person is unable to meet the yard and setback requirements “that 6.C(3) states-Village Code Section 186 .from Village Counsel Mr. Simon requested a statutory interpretation has been parked on their property for seven years. on their property allows them easy access and the ability to keep up with the maintenance. it 3Page March 3, 2020 Zoning Board of Appeals The Board discussed the five factors and exists and the five variance factors. practical difficultly a standard allows the applicant to seek a variance, therefore the Board should consider whether practical difficulty . Attorney Gamils noted that preserve the uniqueness of this applicationhe consensus of the Board was that a condition must be placed continued deliberating. TChairman Moscato called for a motion and a second to close the public hearing. The Board ”practical difficulty.“The Board discussed the meaning of There was no one. to the application. g to address the Board in opposition Chairman Moscato called for members of the public wishin not many streets that re like Barber Place. Place is not really residential. Those homes face commercial businesses. In Rye Brook there are She explained that Barber there never has been an issue. can see their property from her office and is located on the corner of Bowman and Division Street, directly across from Barber Place. She Mrs. Hope Klein addressed the Board in support of the application. Her husband's dental office ports the variance. they are great neighbors and supHer driveway is divided by a small wall from their driveway and the RV. She said the application.addressed the Board in support of Barber Street for 24 years,, a resident of Ewa SzerejkoMs. r of this neighborhood. An RV is not going to hurt the charactethis neighborhood is right up next to Ridge Street, the shopping center and a gas station. noted that addressed the Board in support of the application. He Franklin Street,501 Mike Borchetta Mr. an eye sore. covered and well maintained. It is nots there it is ’in impeccable condition. He noted that the vehicle is gone all summer and when itdirectly across the street and built the affordable housing units. The RV and the property are kept He owns the property addressed the Board in support of the application. Frank MadonnaMr. house. the application come to the podium, state their names, and their relative location to the applicant's oard in support of Chairman Moscato asked that members of the public wishing to address the B vehicle on the street, including the RV (except during snow emergencies). unique characteristics and location of this property. Mickey Izzo explained that you can park any on the explained that to set this application apart from future applications it is important to focusvehicle is permitted to be parked in the driveway, restricting vehicle color or size. Attorney Gamils ard could consider such as restricting the time of year the there are other conditions that the Bocondition the variance to apply to this vehicle with this VIN Number, however, she explained that 4Page March 3, 2020 Zoning Board of Appeals Several options were reviewed. .area urt out of the setbackways to move the co. The Board reviewed the dimensions of the sports court and the location, looking for complianceand bring it into e felt that there was a feasible way to change the courtslopes downward but hat the property noted thalso all court. Heside of the basketba fair amount of property on the other there was matters such as this have been before the Board. He pointed out that in this application that it was but he was not certain why the sports court was not addressed. Mr. Berger noted that He respondedThe applicant was asked if a survey was done at the time he purchased the home. the rear play area/sports court and new wood fence. elegalizis to application goal of the Trequired. r yard patio setback variance areeathe property a rsports court extended beyond their property line. In order to accomplish the proposed changes to The applicants purchased the home in 2017. At that time they were not aware that the existing abuts the Hutch and county property ear yardsports court. The property is in an R15 zone and the rtie wall, and installing steps with a railing leading down to the a rail road install sports court,a and repav application for the Board, noting that he would be replacing a fence, repositionHe reviewed his the Board. Mr. Georges, the applicant, addressedat 34 Winding Wood Road. Joel Simon recused himself from this location because he is a neighbor of Mr. Georges and resides Legalize rear play area/sports court and new wood fence 35 Winding Wood Road 002 Robert Georges and Linda Itani-1.2 #19 The applicants chose to move forward.leaving four members. ,-for item #19 Simon would be recusing himselfof the Agenda. Mr. nal order iSchutzer had arrived and they would return to the orig Chairman Moscato noted that Mr. 7th Zoning Board meeting. change the date on the current sign and make sure that it was posted two weeks prior to the April The applicant was instructed to . to the April meeting as to adjourn the applicationwapplicant, , and agreed to by the . The consensus of the Boardthe concerns voiced by the Board membersthe conditions in response to time to craft to allow Attorney Gamils looking for additional time. The Board was adjourned until the next Zoning Board meeting in Aprilend of the meeting or tabled and recalled before the Board before the Chairman Moscato suggested that the matter be condition placed on an application. Attorney Gamils noted that it is important to take into consideration the legalities of any variance. attractive. The Board does not want to grant a variance and impact the future conditions of the d with something less requirements. The Board is concerned that the RV would be replaceconsidered various conditions such as size, color, maintenance requirements, covering 5Page March 3, 2020 Zoning Board of Appeals applicants could not apply for a building permit to finish the space above the garage. 2005 variance to remove the condition that the ation to the a modific pplicants requirethat the agarage. It was noted the existing ce abovethe interior renovations to the spamake allow them to ermit would pilding buThe framing the window, building a closet, adding flooring and electricity. construction would include dfinish the existing storage space above the garage. The proposepermit to were requesting a buildingapplicants He noted thatsurrounding the application. The applicant, Andrew Kaminsky, addressed the Board. He described the circumstances effect on the outcome of his application. above the garage. It was also noted that Mr. Kaminsky's service to the Village would not have an to finish the space for a building permit applicants would not apply fact that the the conditioned on5, was r application, made in 200prio pproval of anoted that a t wasIof Acting Chairman. eMr. Berger took on the rolChairman Moscato recused himself from review of this application. area above the attached garage Finish the 4 Edgewood Drive and Melissa Kaminsky004 Andrew Kaminsky -1.4 #20 area and would, therefore, be recusing himself. notification, and noted that he resided within the elled for the next tem on the agMoscato ca Chairman on the April 7th agenda. and the application will be placed applicant time to gather the information. The applicant agreed, court, and photos of the court and the gravel area. The public hearing was adjourned to allow the The consensus of the Board was that they needed to see the exact measurements of the sports property owners, in this case there is no neighbor. is to mitigate impacts to neighboring The purpose of the setback requirements application. Winding Wood North spoke in favor of the 4Joel Simon, as a resident and property owner of 3 opposition to the application. called for members of the public wishing to address the Board in support or Chairman Moscato would remain within the setbacks. , but the court to move it off of county property court in the rear and add to the court in the frontrectify the situation. It was noted that the applicant was going to remove a portion of the sports to, pools, etc. over the property line on to Village property. They were all required constructed shedsChairman Moscato noted that several years ago the Village discovered residents that had 6Page March 3, 2020 Zoning Board of Appeals , Acting Chairman Berger read the following resolution:of the Board's review mpletionUpon co . deliberatingZoning Board's use when The Board reviewed the application using the five factors uilding permitba the applicants cannot apply for with the exception of the ruling that Everything from the resolution dated 2005 remains the samethere would not be a negative effect on the character of the neighborhood. , and in the GFIthe room is already included the fact that it was unclear why it was placed, being removed, such as ould list reasons why the condition was hs. The Board placeprotocol in re was nostated that theAttorney Gamils for revoking a condition.standards were Acting Chairman Berger asked what the effect to the character of the neighborhood, or an in character to the neighborhoodhere will not be a change home. T the footprint of thehas already been calculated into the gross floor area and so renovating the interior will not increase coming back the next year looking to continue expanding. In this case, the area above the garage were making applications and then about increasing the gross floor area of homes. Residentsthe Village was concerned That was a time whenaudience at the time of the original applicationthat he was in the He noted , as a resident of Rye Brook, addressed the Board. MoscatoMr. ution.resol without knowing why the condition was added to theremoving a condition, especially about edconcern and doing the work. The Board wasahead Acting Chairman Berger thanked Mr. Kaminsky for coming back to the Board versus just going uilding permit. needs a bin Rye Brook that plans on doing interior renovations residentthat any dIt was notecalculations. been constructed and the square footage has been added to the gross floor area room has already on such as an increase to the GFA. In this case the constructi surrounding effects possible adveimize the d to minions such as this are usethis condition since condit bymembers were confused The Board will not request in the future a building permit respecting the area above the garage." "The applicant ,The condition readsleft as an unfinished area. bebut a requirement was that allowed to construct the area above the garage w she applicantt In 2005to the gross floor areaor add ed that the proposed construction would not expand the houseActing Chairman Berger not 7Page March 3, 2020 Zoning Board of Appeals coming back to the Board. ize any additional building without s request does not author’Approval of the Applicant 5) The Applicant is requesting a building permit only. 4) The condition originally imposed by the ZBA served no rational purpose. 3) No adverse effect on the neighborhood will result. 2) and included in the GFA. The Room is already building 1) concerned, finds: , the Board, from the application, after viewing the premises and neighborhood WHEREAS uality Review Act and accordingly, no further environmental review is required; andQ Environmentalnt to the New York State the proposed action is a Type II action pursua WHEREAS, the public hearing was closed on March 3, 2020; and WHEREAS, wishing to be heard were given such opportunity; andat which time all those 2020, , March 3y advertised public hearing was held , a dul WHEREAS the Applicants wishes to finish the area above the garage; and WHEREAS, ; and ”above the garageThe Applicants will not request, in the future, a building permit respecting the area “provided as follows: 370 dated April 4, 2005, -cation #04set by the Zoning Board on appliCondition #2 WHEREAS, ; 30-1-Parcel ID# 135.28 map of the Village of Rye Brook as designated on the tax being known and Said premises Edgewood Drive. approximately 140 feet from the intersection of Beechwood Circle and , Edgewood Drive North side of istrict on the25 zoning d-R in an ,4 Edgewood Drive at property located, on the proposed finishing of the area above the attached garagein connection with dated April 4, 2005,370 -Zoning Board on application #04to modify Condition #2 set by the )”Applicants“(the Kaminsky Andrew Kaminsky & Melissa , application has been made to the Zoning Board by WHEREAS RESOLUTION 8Page March 3, 2020 Zoning Board of Appeals Approval was received by a vote of four ayes to zero nays. Abstain: Voting Don Moscato Aye Voting: Joel Simon Voting: Jamie Schutzer Voting: BrettschneiderGlenn Voting: Steven Berger Mr. Moscato called the roll: with the review of this application. the Applicants have paid in full all application and consultant fees incurred by the Village in connection certificate of occupancy shall be issued until that no permit or BE IT FURTHER RESOLVED, remove Condition #2 to allow the Applicant to finish the area above the garage. 370, adopted by the Zoning Board on April 4, 2005 to -Resolution in connection with application #04Zoning Board hereby MODIFIES the that the NOW, THEREFORE, BE IT RESOLVED 9Page March 3, 2020 Zoning Board of Appeals The Board discussed the aesthetics of the construction and felt that the house would deliberation. Chairman Moscato called for a motion and a second to close the public hearing. The Board began said he had no objections to the project and believes the house is going to look beautiful. . in support of the application addressed the BoardAlex Solarz of 51 Rock Ridge Drive tion. opposition to the applicaChairman Moscato called for members of the public wishing to address the Board in support or Mr. Izzo discussed water issues in the area and the fact that this property is in the flood zone. ut the impact to the neighborhoodncerned abocoated that the Board was Chairman Moscato stMr. Scarlato noted that the renovation in the rear of the home does not require a rear yard setback. Ridge Drive. shared pictures of raised ranches that are similar to the proposed size of 47 Rock Scarlato alsoMr. the piers. Mr. Scarlato shared sample pictures of what such construction would look like.with nothing under –Scarlato explained that the second story addition would be placed on piers he impact of removing the proposed storage room. Mr. The Board discussed tthe applicant. could be scaled down as the Board was concerned about the effect on the property owner behind moves the home closer to the adjacent property. The applicant was asked if the proposed addition e second story addition t thIt was also noted tha. concerned about the size of the proposed additionThey were very , as well as the effect on the character of the neighborhood. neighboring propertiesimpact on the of the rooms, visibility from the street, the dimension discussed the The Board additions. dposeoprThe Board members expressed concern over the size of the be added, and a new rear deck.The one story front addition includes expanding the entry foyer and one bedroom. A portico will master bedroom and a family room. counted in the GFA. The rear two story addition will add a feet is required. Also required is a 2.5 foot front yard variance. All space within the home is omplish the applicant's goals a maximum allowable gross area variance of 1,244 square ccand to aone 10 z-ranch in an R a raised This is. e for his presentationthe plans and photographs of the homHe reviewed the application using , architect for the applicants, addressed the Board. ScarlatoJohn With new portico and new deck. story front addition -story rear addition, a one-Construct a two 47 Rock Ridge Drive Adam Nurik and Randi Nurik 005 -1.4 #20 Chairman Moscato called for the final application on the agenda: 10Page March 3, 2020 Zoning Board of Appeals created.-self ISnces need for the variaThe 5) environmental conditions of the neighborhood; andThe variances WILL NOT create any adverse impacts to the physical or 4) ARE substantial;The variances 3) feasible for the Applicants to pursue, that does not require the variances;through another method, ANNOT be achieved he benefit the Applicants seek CT 2) neighborhood; The variances WILL NOT create an adverse impact to the character of the 1) the Rye Brook Code, finds with respect to the variances that:\[e\] of -13(G)(2)(b)\[2\]\[a\]-ctors set forth at Section 250concerned, and upon considering each of the fa, the Board, from the application, after viewing the premises and neighborhood WHEREAS andEnvironmental Quality Review Act, and accordingly, no further environmental review is required; t to the New York State the proposed action is a Type II Action pursuan WHEREAS, , the Board closed the public hearing on March 3, 2020; and WHEREAS which time all those wishing to be heard on the application were given such opportunity; andpplication was held March 3, 2020, at a duly advertised public hearing on the a WHEREAS, ; and 27-1-Parcel ID# 135.27 being known and designated on the tax map of the Village of Rye Brook as Said premises . of Rock Ridge Drive, at the intersection of Bluebird Hollow and Rock Ridge Driverth side 10 zoning district on the No-in an R ,new deck, on property located at 47 Rock Ridge Driveproposed construction of a two story addition, a one story front addition with new portico and a 22.G(1), in connection with the -30 feet pursuant to Village Code 250required front yard setback is (2) a front yard setback variance of 2.5 feet at the Bluebird Hollow frontage where the minimum 22.E, and -maximum allowable gross floor area is 3,317 square feet pursuant to Village Code § 250of 1,244 square feet where the for (1) a gross floor area variance )”Applicants“(the NurikAdam Nurik & Randi , application has been made to the Zoning Board by WHEREAS RESOLUTION the application, Chairman Moscato read the following resolution: completion of the Board's review of Uponlook better if the construction was closed in the back. 11Page March 3, 2020 Zoning Board of Appeals adjourned. There being no further business before the Board, the meeting was previously amendas approved as wThe February 4, 2020 Zoning Board Summary Approval of February 4, 2020 Zoning Board Summary SUMMARY APPROVALS 2. The resolution was adopted on a vote of five ayes to zero nays. Voting: Joel Simon Voting: Jamie Schutzer Voting: Don Moscato Voting: Glen Brettschneider Voting: Steven Berger the roll: hairman Moscato calledC The front portico shall remain open and unenclosed. 2. this application.all application and consultant fees incurred by the Village in connection with the review of of occupancy shall be issued until the Applicants have paid in full No permit or certificate 1. GRANTED, subject to the following conditions: 22.G(1), is hereby -250ge Code Hollow frontage where the minimum required front yard setback is 30 feet pursuant to Villad (2) a front yard setback variance of 2.5 feet at the Bluebird 22.E, an-pursuant to Village Code § 250variance of 1,244 square feet where the maximum allowable gross floor area is 3,317 square feet (1) a gross floor area that said application for ,NOW, THEREFORE, BE IT RESOLVED 12Page March 3, 2020 Zoning Board of Appeals y Q. N vz C� I W -- L� _ m w Zmcoi zo Z( JU NJ NZ I oz w lYT1 ' i,.. _..O-o o- 0 o2. zo w3 Zo > O � EoZ z0 -z R wFZ OZU K Z o�p0.w I ? w . 64 c � O o w C�wo N �U> ONu;_ omw2 wm oF Wrc GE Ma Fzoa o z ¢F aW 0 Lli NZw ay rcgg-. Ew� YO OQBLUEBIRD HLW 4 I Z. 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F ¢a aN�apo��orc� j<3 V W w mmx<wl�,zor4 vpoi z wF w(7 zwF wV o Z z z�z< azzO 6 z Z F ¢ a o mop ow6 < 5,z aLw afJ> o O 05JW V w mmw,z i. > O SN pO O N¢ WO Z O Z ° 0 ¢ F U 0-dwZ °w0-3 P O U Q (n U V ooWoi��zo ci OO OO ®®Z S.��+. Q N5 mwoa oo m a 0 w 3 3 a V n oaoam a ld'Im< °a a W U Iwi N U x d" �ingami�a r�ioa 7 1! f9wam wor Ivtz fo wwGABI.E Roof Wa-fo General notes: I PLIGN WIM EXISnNG RB7(k E105f�G�iDf,� PLIQJ WIM EXISnNG RmGE • 1. ALL WORK SHALL CONFORM TO THE OFFICIAL CODES,RULES a REGULATIONS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE,2015 IBC,2015 IECC,2015 EBC,AND 2015 IFC,AND ALL NEW CONTENT.EXCAVATION MUST BE FREE OF WATER WHILE FOUNDATION WORK IS IN PROGRESS. YORK STATE SUPPLEMENTS(LATEST EDITIONS) TRUCKS,BULLDOZERS OR OTHER HEAVY EQUIPMENT SHALL BE OPERATED WITH CAUTION AND _ II TIk' Wf9 O �� l� IN SUCH A MANNER AS TO CAUSE NO DAMAGE TO FOUNDATION SYSTEMS, . 1llk'pb 2. CONTRACTOR SHALL PROTECT&BRACE ALL WORK FROM DAMAGE DURING CONSTRUCTION. 9NU5 5 3. ALL WORK TO BE PLUMB&TRUE,ALL PLUMBING WORK TO BE IN COMPLIANCE WITH NYS 9. ALL STRUCTURAL STEEL SHALL BE NEW,CLEAN AND STRAIGHT AND SHALL CONFORM TO THE 12 PLUMBING CODE,ALL ELECTRICAL WORK BI G IN COMPLIANCE WITH N.F.C.,ALL HVAC LATEST EDITION FOR A.S.T.M.DESIGNATION A-36 OR A-500 FOR ALL"TS"SECTIONS.ALL STRUCTURAL STEEL WORK SHALL COMPLY WITH SPECIFICATIONS FOR THE DESIGN, NEwN.U.MIMJn1 AW II WORK TO BE IN COMPLIANCE WITH ASHRAE STANDARDS;LATEST EDITION.ALL CONTRACTORS AND FABRICATION AND CONSTRUCTION OF STRUCTURAL STEEL FOR BUILDING OF THE AMERICAN LOUAW aireR" 2 WWN.UWN1M SUB-CONTRACTORS SHALL BE LICENSED AND INSURED.ALL PLUMBERS AND ELECTRICIANS ARE LEADERPIPES II C11fiERAND RESPONSIBLE FOR ANY ADDITIONAL PERMITS,APPROVALS AND INSPECTIONS THEIR PARTICULAR INSTITUTE OF OSTS CONSTRUCTION LATEST AT ARE CARRIED STIFFENER ANGLES OR PLATES UNDER ALL'POSTS,COLUMNS OR STRUTS THAT ARE CARRIED BY STEEL BEAMS AND IN THE IeyyAI.UMw,pglfiER Alk9PQ'E5 TRADE MAY REQUIRE WEB OF BEAMS CANTILEVERED OVER COLUMNS OR BEAMS SUPPORTING HANGERS.UNLESS MD LEADER PIPES �i-NEW 1V.11411N1tdI OIrn:R WLI!XWFIT5 4. LUMBER MATERIALS USED IN THE BUILDING SHALL BE GOOD,SOUND,DRY FREE FROM ROT, OTHERWISE SHOWN OR SPECIFIED PROVIDE 6x8xYs BEARING ON CONCRETE MASONRY IF ANY, w _ LARGE AND LOSE KNOTS,SHAKES AND OTHER IMPERFECTIONS WHEREBY THE STRENGTH 10.HEADERS TO BE(3)2"X 10"IN 2x6 WALLS OR(2)2"X 10"IN 2X4 WALLS UNLESS OTHERWISE NOTED, (+lk5 �yrc.vf- MAY BE IMPAIRED.ALL NEW LUMBER SHALL CONFORM TO 2015 INTERNATIONAL BUILDING CODE ALUM �%ref CHAPTER 8,SPECIFICALLY]TABLES R802.4(1)TO 802.5.1(9) 11.INSULATION IN FLOORS,WALLS AND CEILINGS TO BE A COMBINATION OF FIBERGLASS BAT, GUfn R r'"1 ALL LUMBER SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN WOOD COUNCILS �f zt �� NATIONAL DESIGN SPECIFICATIONS FOR BENDING STRESS AND DEFLECTION,AND 2015 IRC R404.2.2. CONTINUOUS RIGID,OR SPRAY FOAM 2015 CHAPTER 4.WESTCHESTER COUNTYY IS CLIMATE ZONE aA. CELULOUS INSULATION TYPES TO CONFORM TO THE IECC P�'E5 Z ALL WORKMANSHIP INCLUDING BLOCKING,MILLING,BRIDGING,ECT.SHALL CONFORM TO THE 2015 uj®ZNAILERS ANDi - 46 46 6 IBC AND OR ALL BEAMS,J PROVIDE BLOCKING, FRAMING ISSTSAND RAFTERS TO BE SET W H NA7 RAL CROWN P PROVIDE AS L; DOUBLE RAFTERS ANDHEADERS AROUND ALL ROOF SKYLIGHTS UNLESS OTHERWISE NOTED.ALL 12.ALL FOOTINGS TO BE A MINIMUM OF 3-6, BELOW GRADE,OR LOCAL FROST DEPTHAS SPEC(FIEDBY THE ARCHITECT.UNDERPIN WHEN NECESSARY. rum EA �OF LUMBER SHALL BEAR VISIBLE GRADE STAMP.ALL STRUCTURAL LUMBER INCLUDING BUT NOT O 50pPn LIMITED TO TJI,TG{,&LVL BEAMS OR EQUIVALENT SHALL BE INSTALLED PER DRAWINGS ANDl3. HOUSE TO CONFORM TO ANY LOCAL SUPPLEMENTAL CODE. F I --J to WALL r�/ OVER I"Sa�NSu.An MANUFACTURERS SPECIFICATIONS.ALL HANDLING AND INSTALLATION PROCEDURES MUST 8E 14.PROVIDE BLOCKING AS REQUIRED TO BEARING POSTS ONTO GIRDER OR BEAM CONDITIONS ° � DOAW WIM -- - l SUPPLIED BY THE MANUFACTURER AND SHALL BE FOLLOWED.TJI JOISTS AND LVL BEAMS SHALL AND VERIFY ALL BEARING TO FOOTING.' � C0' ° --- - NOT BE ALLOWED TO GET WET AT ANY TIME. 8 t5 51OW VENEER MNM - = r=i=-1-1 HW�of oopw RCON=c WALL I I I ANSOM w i I I II 1 51DING 5°W[A1}ER 15.TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT THESE PLANS AND C tNPCANNVER I 5. WITH USE OF ANY TRUSS TYPE,PRE-ENGINEERED OR TIMBER CONSTRUCTION A SIGN WILL BE SPECIFICATIONS ARE IN COMPLIANCE WITH INTERNATIONAL ENERGY CONSERVATION CODE 2015 III A�,�I I I HP1;Dle LOBJE Po f;D PLACED AT OR ADJACENT TO THE ELECTRIC METER WITH SPECIFICATIONS PROVIDED BY THE WITH NEW YORK STATE AMENDMENTS, �•1 ® g I I I jl -- I I _-=."'"-V-'��J M25I ARCHITECT. Ghw1MGROWNFEAR - I ---- N' SCONE 51 Rl l'{� DETAILS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE 16, ALL DECK RAILS AND STAIR HANDRAILS SHALL CONFORM TO THE 2015 INTERNATIONAL RESIDENTIAL 0 O 0 A_j0 StoNE vENEER 6. ALL CONCRETE WORK, CODE SECTION 311. Q 11 11 v u (� � RESIDENTIAL CODE SECTION 404.ALWITH THE PROVISIONS OF ACI 318 L CONCRETE SHALL BE Y PE-1,,3000 PSI COMPRESSIVE AND THE 2015 AL o o u �O AND SECURELY TIED IN PLACE SO AS TO PREVENT DISPLACEMENT DURING CONCRETING. 17, ALL ROOF FRAMING SYSTEMS SHALL BE INSTALLED WITH HIGH WIND CONNECTORS(HURRICANE v TIES)IN COMPLIANCE WITH 2O15 IRC CHAPTER 8. 0 11� - StON VENEERR(�RStOMAtLN STRENGTH AT 28 DAYS.REINFORCING BARS TO CONFORM TO 2015 INTERNATIONAL RESIDENTIAL �� 11 egR CODE SECTION 404.1.3.2 REINFORCING SHALL BE ACCURATELY INSTALLED TO REQUIRED ELEVATION t8. ALL POSTS TO FOUNDATION FOR THE PURPOSE OF SUPPORTING THE ROOF OR OTHER STRUCTURAL 1>E .®(N G MUST BE POS ED1�' fw5fWf4.L f•OIAi MVN ON 24 t 12 7. CONTRACTORS TO VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK. ELEMENTS SHALL BLOCKING AS SPECIFIED BY THE ARCHITECT OR A NOMINAL DIMENSION OF 4X4 f CON9M fOOM V41H(5)44 kLDAR COMP0511E P05f Mt7 RMLS ANENT GO NSTRU DI FfORIZONUI LY/4�e7(4)u4 t3N'S ANY DISCREPANCIES ARE TO BE REPORTED TO ARCHITECT.ALL WRITTEN DIMENSIONS ON FROM STRUCTURAL ELEMENT TO BE SUPPORTED CONTINUOUSLY TO A SOLID MASONRY �-� �: VERnCAL ON VIP�J IZO g-6'Nea 68 dROM5 THE DRAWINGS SHALL TAKE PRECEDENCE OVER ANY SCALED DIMENSIONS. FOUNDATION THAT EXTENDS BELOW REQUIRED FROST DEPTH AND RESTS ON A FOOTING OF .oF+�A'�# S N "I' 8. ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN SOIL HAVING A MINIMUM SAFE BEARING TYPICAL CONSTRUCTION. ME Ir1V f N I CAPACITY OF 2 TONS PER SQ.FT.BRACE RETAINING WALLS OR FOUNDATION WALLS AS 19,ALL SIMPSON STRONG TIE CONNECTORS AND ANCHORS ARE DESIGNED WITH SPECIFIC LOADS AND `�t°�, REQUIRED,BACKFILL WITH APPROVED MATERIAL,BACKFILLING UNDER SLABS,AROUND _ ApPRO V E V FOR� PIERS AND ON EACH SIDE OF FOUNDATION WALLS SHALL BE DONE IN LAYERS NOT TO EXCEED CAPACITIES.SUBSTITUTIONS OF THESE HANGERS FOR DIFFERENT MODEL NUMBERS THAN Lil -•• �'cl) -_ � 10 INCHES.COMPACTION SHALL BE 95%OF MAXIMUM DENSITY AT OPTIMUM MOISTURE SPECIFIED BY THE ARCHITECT OR ENGINEER IS FORBIDDEN WITHOUT VERIFYING THE REPLACEMENT "•'• ���A���A�A � PART WITH THE DESIGN PROFESSIONAL Z 5DLUEBIRP HOLLOW FRONT ELEVATION F R �'1DWELLING UNIT uj SCALE:1/4"=?-01 pRi0RT4 THE 655 LANCE 0F=A C/0' -- CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FOR RESIDENTIAL DISTRCTS �`- - • ' '- r A5 REU« ®B1�N STAT L - _ AND FENESTRATION REQUIREMENTS BY COMPONENT cu GlM17 WW75PEED c 51 wElaFEr�NG L t Pao c110NwwrER D/�JdER FL f�NnNNw M ) SPEE17EITECf5 11 17EBRI5 1EI�P. HAZ/Pbs,hE14' I p f t�5n'•AiION :1. G1.AT b W rw." IVE I K ALIIr GPAW1.5PPGE W L (mot) 20 P5P Its/120 NO NO NO G SEVEN 4T' YES 15 11O'D F M A19 - • 000 52.2 COLOR CHARY °�""'�Z0"� b foR b I�tP.A N -v -v/u�E -v ► R-v/i to R-v d -v 4a(mo1sL) 0`r5 055 0.40 R-49 R'ZO or I1 8/19 R-19 10/13 10.2 f r. 10/0 AREA MATERIAL STYLE COLOR E M1 KOIE5 PER 2 15�ECC t/18i.E 402.1.2 FOR CLN ZOO 4 1:-vAw are imm o.U-radoi ara mxwt vs WLm tllsldallm is mstakd m a cwk Wodr 1s less Ihm Ow label or desim fi ckmo or W 1lsula n NICK 51wa CONMIE DOAW 5"d AP80A)37 0.1,t:ITWIER �R��+� du mstallad R-,Aw or the 1rlsr�aM dA rot be less than Ilse R-vdo spedW In the table. N82•b5 00"E CNLRIL 046 040083 SIAGKKfJ7 PENN511•VANIA b;1hr renssuzum U-ratter cdwm m Wo sktt4 ts.fic 5HGG cA m apples to d,4mad femstrah n Eueptkn 51•.�4b may ba ateb l rrow 45.99 SBL 1 6.27-1-28 S�F N78'00'00"E , , 5f01�VEI�Et' CONC�IE �A�� a�ared fenestra1ra151•L�L ragtreme13i m dmmte sans I tlrag113 where U10 51G�far surh sklMlto doss rot awed 030. 'tb 140-- x t40.s9 � 45.80' N90'00 0 E LOOP A�li/4.f ARCwf EC1LpJV. �OR e.°10/Ig"meare R•10 catJm on the tI>falsr a eatarla of t11e Lase a R-Ig cavtlat wJateon et Ufa tntar a cr the basement wall, 1 s9.4e \ r `- _�4` P R d I'?^6 shag 1z adaled to W reovd sbb co1w R-values rer IwW slabs. --- -- r1 3 DOU51.E N�IG AMJ CASE ' h, Ilrst value 1s cavltll bn+dakta4 Ufa secmd raha a ca>bnras troJatlol>so"ig+5"meets R-Ig Canty trwaiatlm p'as R-5 ca9lluan 1nsJaGon '*o�AO` 4 x 1�a�o - x- --- _ :1� ac yti x 1�a.at x t o.ot 1MN70VI15 WOOD A lMiN 400 5EM5 2 OVER 2 GRU E5 + S� seoa+d R•vabe Mpp�as wlen mare than half Ufa maom Is a1 dw hd&W or Un mass.wan. �� � 139.ie` _ - A� A I Z.I ZD POOR Pf[tERQA55 2 PAWL W/5VELIM13 x _� xt4o.t1 Z° FA`1ISrb� P114a J a`1'` 1B lip \ y Ciao 1 .ai' 4a10 " IINb�O ft.G.o. PENNSriVfV�IlAA5FLAP.Sf D NAtiP,AI Qt Y-,,moos - UTILITY&SEwER) ' 1 x 140.31 1 4.94' ( 20 WV I Srn BAS�Ni�Nt I.AYOUf StOI CONCREII; NY't v t �° 5'EASEMENT S14'03 40 W IBM COMP051IE PLAT W/GROIM M vOw w VNa - � _ x x 140.05 x 14.so a/I/ POI�AnoN %wc0 VIVA MAfCHI.10USE coLOR N x^43.9s F�siro � 2 PROPoytco 1�cK.' 1 '�� � *°rye 1/21/20 15UL7 POP,VARIANCE 'P�P�.•nwy mteoNe• 0.53 x � John G. 1 RSER5 5rme VENEER 1 1 0 tYP4C/L MAfLHN�JSE 4+1k�„C l' 136 01:5 TT. 1- /4?owc . x141.75 +x 1 77 �• ��1 1 Scarlato Jr. ' 1, ,/581 135.27-- ' NK �1 • PERMIT RYE BROOK ZONING COMPARISON CHART - _. - �"4276` ,a ,: x14;; '1�.s B' 1 . _ -Architect, ADDRESS: 47 ROCK RIDGE DRIVE SECTION: 13627 BLOCK 1 LOT:27 ZONE: R-1: x 143.!0 I J2,50 �m - °,two CA"MDE �,. B my DECK 1 rf 33 Byram Hill Road BA -9, 2011 �`-' N1013Obo"W x RM x 142.40 x` 142.40 13a4e J x 139.e2 Armonk,NY 10504 SATE APF'RO�/ ZONING REGULATION REQUIRED/ EXISTING PROPn u 134.37 1 S' TOSEyi 1 �,, 1x N/F NACHMAN / LIN AGREEMENT 4�.IBo.BG / �,'?o �,�w 139 s LOT SIZE(ACREAGEI SQ.FT.) 10000 13839.68 13839.68 1 / LSB P311 l 139.7G Phone:(914)273-7350 • __ L 0208 P123 , PA•�we� GROSS FLOOR AREA((LOT 21780)0.11487421+4000j 3088.5 3317 +1016.6)4332.5"j1244 VARIANCE fM 10i35 LOT 39 % 40• ! tAp Ae a �1e47�� . d oMw i JGSCARLATO@GMAIL.COM MINIMUM FRONTAGE(F f.) 60 216.42 N/C x 143.53 x 142. PROF r slera 0 4 \ w I,a t 0 0 BUILDING lNSPEC Ifage of Rye Brook,NY NURIK RESIDENCE HORIZONTAL CIRCLE DIAMETER FT. 76 102 WC ! l 1 ovrELUUNo 4 s I x t41.o3 I 0 o ,�� ( ) ADJOINING ETVA[ fR0P08E01tew j s .� 139.74 x FRONT YARD SETBACK(FT.) ROCK RIDGE 31Y 36.12 36'-11" DWELLING / �' 1 e"n'"c'f x t �// °ten ± ! 139,55 47 ROCK RIDGE DRIVE / tOF 09l0 / 4 28• 011110M AID ' '� ONE SIDE YARD SETBACK(FT.) 10 30.25 21'-11" 1 , °D ' iG �' CUALSPAS' V RYE BROOK, N.Y. 10573 etal�r x 14 ce9 �aDIM / pry �a 10L4 TOTAL TWO SIDE YARD SETBACK(FT.) N/A BLUEBIRD FRONT 30' 30.46 27'-5" •(2.58'JARIANCE] x �'4T! ADD= i� � 'I` x 141.33 d , 30.41',. tAt b� REAR SETBACK(FT.) 30 41.31 40'-4" 1 tr x' x139.04 SIDE AND FRONT ADDITIONS MAXIMUM BUILDING HEIGHT(STORIES/FT.) 2130 2/21 WC Pae eE1Hc 77.90•WESTERLY�d I I ' 1' B'RcP ALONG THE NORTHERLY SIDE t46.42 I x14E62 p 1W135M FRONT PORTICO HEIGHT SETBACK RATIO FRONT/R.FRONT/L.SIDE .8/.812.4 .Bel.59/.69 N/C1.68/.81 OF ROCK RIDGE CA FROM A F j ASPHALT �y9 BRIM 138.92' CURVE END(R=28',L039.47') a �. DRIVE t SIDE DECK S CONNECTING THE NORTHERLY J MAXIMUM LOT COVERAGE MAIN BUILDING 20% 12%(1660) 16.6%(2160) SIDE OF ROCK RIDGE DR.& � t 6 art x 141.74 x 141.46 y�: 1B� / 6 of R e 8 � THE NE9IERLY SIDE BLUE- ,� L=7.99 ���,� !. 8 / INN138.BB' INT.&EXT.ALTERATIONS w '/i'p o y (� s( ) BIRD Houow / x, R-200.00 x a ;' IV h 4 1 MAXIMUM LOT COVERAGE DECK 3.5°!0 1.85'Yo 2 2.6 Jo 369 _ � !� o 1 � o�, x 130.47 a h ' �� 1� 61 MAXIMUM LOT COVERAGE ACCESSORY BUILDING 4.5% 0% N/C m , R4100'� t x 141.3D ?M�o,..•.�1 � � v {,i � x 144.G4 142 1 " .•:tF x 141.18 ,�; WXIMUMIMPERVIOUSLOTCOVERAGE 4998 3010 3s�o i ► x14z0B ER41 sep•oa'oir�w N 1 EXTERIOR ELEVATIONS ° � _ .--y= -�-� �� ,� �-• - 47.,0' x140.55 � x139.28 PLOT PLAN MAXIMUM IMPERVIOUS FRONT YARD 46% 12.1% 13.4 h � I ip 5 x 14o.55 I 2„ x x 130.OB i 1 1 � MAXIMUM HEIGHT ACCESSORY BUILDING 15 NONE wC 1 � ZONING CHART x144.D7 1 GENERAL NOTES �u�t-�e� BO K RID.F nr�nir 14a71 , ; x 140.71 ^wry, ED DRAWING NO. A7 , J E C IRS --_ 1 0, f/ � / 9 r h J x ♦ e I / O x 140.34 ` �� !{��'i PLOT PLAN I- xfl��a>z E � - I.iWs'lf'f 131�h•Mb NIoD� f�PN LpeoLz° SCALE:1"=20-011 o�5I M�FjI1�•tp u vi REVISE PLANS I FEB. 2 3 207111 DATED- I A --"- 5­ ff.-"" - I OOK Ej BUILDING DEPARTMENT NeW(,�IX.E ROOF RIDC�TO NEwGA!.L'Le Roof Rroa to -...-......., ... 1!0"wa AL�AJ vwM EXIsnNu R1DGE AL1GN w�Fl EXISnNG 017a E)aSnNG RDGE waa NE 30 YEAR A MIECRM ROOF tIMIXIIINE 30YEAR - A'TCIURAL ROOF 5N1JQ Es PIA RL 30 YEAR '•. nMOEtaN:3 I0 YEAR 51�ae5 AROi ILM.')I ROOF A MIECiIInAL ROOF 12 SFfNA.ES Ip �g,�30� 12 9 \`� S1RdQE5 F , NEW/V-UMINUMGUftER NEW ALUMINUM agg NEW-� AND LEADER PM5 NEW ALUwmm GUfPER AW LEADER FI'E5- ALUM-IMA GUfiER 14Vf5 5 \-NEW AND LEADER FIFES 19;j1=i=1 nMeEr�.u�90 YEAR At-7 LEADER PIPE5 ALLIMU�RiM GUfiER nPGNiE5R00F I AND LEADER PR'c5 46 tW2 32 WW A1dWWNUM GUf1ER � � LQMP�iti PW6606 � iEM RED AND LEADER FIFE5 AN9 Q1M175 PVVZ 6 P1h+Z 6 6 colvV05ife ' 6 CONP051r>r 6 it HIM 5aTIf AW FASCIA �y��F ,� 55 -LLI �,6�� NEw COW0512 co WRAPPED ,^ A,m5 W"am WO59 COMP051M SAVE ROOF ts WRAPPED(3)P.f. APPLIED f0 WALL Z''fr COMP0511E YIP ftt? - R}I(,L lnb F05f W12 SEAM ———— Y4I1H DECORAiNF N W cOMP0511E NIH PLAf PANEL MM —� COMP0512 �� HMIDRA�. - NEwC0MP09rE 2-a' '-'1' cII DECKING OR � cOMPO511E OVERHANG VdM ' I 1~ OVERHANG WI1N NEwcoMPo5aRae - _ Fosr cxwl3 cxw13 ILICL osltE claw con+�oslrE DACKERS iw2 32 I L5 o�o59 -! � Aim-� SOFFIT NEW HAWE FL" oLK PJ5ER5 O CLAP00ARD 5VN6 °p FLAusra� � o Q 0 o A coRNER iREAD5 0 s ° p 0° V ° I �o CI " WW 5rONE W A" CRETE CON FIN o° CJ ac NE o ° - StONE SELF _ _ W51=fm% RM LME71PLri FAD — - StONE VENEER WALL 19 FLAGSWON I11 1pH� W WAND Y F f NEW FOUVDAVON AND 12"come P UL � I foN ON CONLREtti _ FOOING6 24"CONMIt ILMER5 — 50NDII�ES�� ANDF POOPING POOPNG(1YACAL)- L_!_ L — — ROCK RIDGE FRONT ELEVATION LEFT SIDE ELEVATION SCALE:1/4"=1'-01 S�ALE:1/4"=1'-01 i Z O O"t e2r rn'mein y 5-}ane,arounn Con er- A iZ.I ZolZb wSKn Pwurp, A4/14/20 MVI%1713A5 WNf LAYOW 1/21/20 155IfV FOR VAl WtE John G. EYJ511NG WGE Scarlato Jr. Architect T1h�ERLt�30 YEAR A"McvAL RooF 5 � 33 Byram Hill Road i 11MGcRI INs 30 YEA° Armonk,NY 10504 Phone:(914)273-7350 JGSCARLATO@GMAIL.COM f1MCeRLIN 30 YEAR NEW&UMMM G XW, A".CHIrECiURly ROOP AND LEADER PIPES NURIK RESIDENCE WW KW E PI Aid CLA,,�A, 5„ 47 ROCK RIDGE DRIVE taw ALUMINUM GUftER WEAHR RYE BROOK, N.Y. 10573 AW LEADER PFES MO6 � EC05 5 •' ��.-.?` '�' -•' 'ry ��, SIDE AND FRONT ADDITIONS FRONT PORTICO SIDE DECK ,,, ,r INT.&EXT.ALTERATIONS 0 NIH WIN ON 051PE SfABt 5i0YkR5 LXWZ Fir @12"O.C. NEWF.f.b6 ~� Y'. EXTERIOR ELEVATIONS P05f 0 `,'' r _ SECTIONS e)O%NG 5W"I'M NEW 5M 50N ° PANTED f0 MAXH Aft655 xu�cawR f% SCONE VENEER - LGIl+VV RI�R W 5!X.CO 12"cONCPEIE : PLAGSfON 1READ VENEER RETURN 50NOiIJBE COHU'051tE P05f AW RA9 5 N W FOUNDAt10N AN7 POOaNGS FINf9i FA10i �' DRAWING NO. `n M&M FOUNDAWN t0 MAfCH ti "' r � `, NEWFOUW FOOaW65 COL OF I I �� .ram q,i ,' N 4,,• REAR ELEVATION I SCALE:1/4"=1'-0' SQUASH BLOCK MUST BE A�'HPLt SiNA t 50N 15�►FELtfO NOTE: SQUASH BLOCK MUST BE CUT 11160 TALLER THANOXAR BLOCK PANELS MAY BE CUT 1118°TALLER THAN JOIST.2X4 MINIMUM 3,XL OIN 5A WPM 12 MAfCHEX REQUIRED WITH SHEAR JOIST.2X4 MINIMUM pwiw POWf5A1jOVE THi VAR�5 WALL .m PER DetWN 5aPAI.EVEN p 8x1ERa GR/+DE cvx PLYYo7 OR OFMN FM ff P05f %Ah�VG Ol.'ZI'130A157 FASTEN RIM BOARD TO HANDRAILS ATTACHED TO EACH FLOOR JOIST USING MJD W&I.coNlmMnON5 THE INSIDE OF GUARDS ► 2d2 ROOF P,AFTERS @ 16"O.C.(VERIFY SHALL BE CONTINUOUS FROM A POINT DIRECTLY VA1H ROOF RM ONE 8d NAIL OR 10d BOX INRLAWN VEW6A TLE5 NAIL PER FLANGE wrtm fop PL OF am ABOVE THE TOP RISER ATTIC S j ��� u TO A E THE DIRECTLY L� � 5WP50N H3 FiNJRICMIE ,� a � , I5�c Off 5f vE A D W�L� � ��'f����ES ABOVE THE LOWEST �. h A5AFN�A7OL RISER OF THE FLIGHT t0 FMAL PJSER 50 iw"wco AS WELL AS MEET MINIMUM {� CLEAR WITH DIMENSIONAL Ei ve a -1,'� '� , HWNDRi1A.15 CONfINM GUI/HN47RAL5 REQUIREMENTS , �' r, r `�' ,r� � ' f•0'T tg- ��'I _ .._ .1 FROM A POMP D1RELiLY 511pLL DE ►b��,fi � mu 3f.5"CLEAR wvtK ys"GYPSUM f)OARD - ✓►►• "�'\ \ 2 `1\ BOX NAELS TO R 8d R 1 Dd 1D AMW i CSY HANDRAIL STYLES CAN ALUNUNUM GUfiIsRS ANDLEA17ER5 r`.�X. STAGGER 8d OR 10d ! x .r -�' AM i1•i:L0V4i:5f � 4�MNf. VARY WIDELY,BUT MUST R-49 DAIf,WSU AnON �'F!,I BOX NAILS TO .,' '�'�' AVOID SPUTTING SOLID AVOID SPITTING �I ��'\ PJSER OF TI E FUAif PP,OJrCnON ALL COMPLY WITH 2O16 2dO CLNG.J.'5 a 16"'• 17P .�ir 3� \� WALL FROM GRIP `�Y. i OR OPEN OR F 5fL SIZE.VERIFY ANY RE OL, , k FAMIA00A1� (2)2r6 fOP PLAn: I O'' 23132°APA RATED OSB(OR �'�`� � � „ MANUFACTURED PROVI7E Vi:NT5W/MSEcf 50M5 EQUAL)RIM JOIST OE NAIL 8d OE NAIL 8d PAND ftmOST 21 P Nyp NOTE OR 10d BOX 6 1.5 HANDRAILS AINCE WITH ON FASCIA OR 10d BOX LOAD BEARING WALL MUST NAIL TO PLATE U�D MANUFACTURER ANDIOR NAIL TO PLATE BE ALIGNED OR STACKED INTERIOR WALL OPENING BETWEEN BALUSTERS SHALL NOT ARCHITECT PRIOR TO BEDROOM a ONE ALLOW 4"SPHERE TO A"IF PURCHASE OR 2X6 WOOD 5tIA75�I6"O.C.-WIM R-20 PASS THROUGH. �E U�D INSTALLATION. Off OR SPRAY FOAM INRLA110N Wd,OR N,GYPSUM00AVrh R-13BAff. R-513Q17W�LnnON D RIM JOIST DETAIL RAL"SIHABELOW LLO SQUASH 5 L OC K AND SPHERE TO PASS %"EXIERIOROvE L17XFLYWOOD NOT TO SCALE %"PLYWOODw-fXOI W/I YV6'�Pam WP,APORZ9'00AY.D ALLRISE�tSTOHAVE A.I.tD MID NALED f0 J06T i BACKERS OR MODIFICATIONS TO PREVENT A 4"SPHERE 3'-0" Fm. FROM ROMP RISE IS 9"MIN M^J,CLEAR CLEAR a 16 LOCKS "Of- THAN 30" SOLK%B 1RE/�DEPM � LSD ° to 111/8"0 r_V5 0161,OL. NOf t0 15M DOA V EXCEED p" (2)2%6 FL/O y"GYPSUJM1DOA137 STAIR CODE DIAGRAM 5111000MMi ONW,W-v I•E NOT TO SCALE 09 CE17AR PERFEcf1oN SJUNA.ES 6" . WEAn•ER . OR WI»C1.AP60AM 574 6" WEA11•CR . 2X6 WORD 5M75 a 16"O.C.WhH R-20 N„a,5w BOAR✓' OAff OR SPRAY FOAM IIISLLAnON MIN.OR v R-13 PA f.PLU5 R-5 RIGID iNUMON FM15H FLOOR %"PLYWOOi7 5U6-FLOOR %a"a EP=wa CDK PLYWOOD vw,PLAND 17 E10f0OOR W/VM HOUR WRAP OR ZIP 00AW 2r6 I'S.SILL FLATS sfm DLOw a 16"Of- II 9/8"V F.J.15 a 16"OL. RIM FOAM 5.0 5En1. 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WOOD ,-N W OAK FLOOR i OAK F I OAK FLOORit FV44V ` 16 Aw ROOM a05Ef MR 5%?5 2'-611 x 6'-8" PA55Aa 50Lv C0m MA50MfE 2 PANEL WOOD j 24YBO 14 17 RcL ROOM CL05Ef (2)3'O"x 6'-8" Pf�SSAGE P COPE MA OME 2 PANEL WOOD r FLAT alwo _. t Wll pOV NEWNdDEP,N L fl Af LEdWG SLOPEI7 „ %OPW• OPt;htrlG f0 fWC406a 0 •SLOPED e /.IOI J111 +/-lo-o VaLM aoSEf V-a'x 6'•8" P o COPE SoMIE P WOOD aim CEQ.iNG, ETOStwG EG1�55 W�MS E � CEawG _ 19 511A7Y WV.L 21-611 i 6'=8" LOCK 5A.ID COVE MOM 2 PANEL W= � NEW � 2)2dO WIM 24 (2)2dO DENIER t0 5116 fiEL t NEW(g)It'19�j'I;%(WFi(2)�"51M RATE __^ 51EEL i&OW •1 - a05E I.P a (2)NEWAW R5EN .- 20 DAMMM WV L 2'-O"x 6'-8" LOCK SOi.1D CORE MA50N11f 2 F"L WOOD J�`�' ( '*Jl.l7 pm � 4 iW6046 _ • f�'� " � 'Eb9NG EG�55 WNnOWS �N r S 21 Kv ROOM COAL CL05Et (2)V-0"x 6'°811 PA55Aa 5MV CM MA50MfE 2 PM I, W� �y i�,ny pow � - N N � 22 AV ROOM PAMRV 2'-6"x 6'-811 PA55Aa W CORE MA5OM 2 FfifL WOOn Pv�(�e'e-9wt�. FLAT3D 2400 �-(yl 4�" aG 2.5 LNA8I WOM KL g'•0" 6'-8" PK&a SL�COWMM50M.M 2PAM WDOn .C•'���L �. _ NAU.6A G 28'.8,1 I L iZI?,a,?,c) �,�'ylsW7�CL G.O. 24 ROOM GAP.AI )"x 61,811 L s D011 5%% ---2-PANEL AL I'M RASED SELF CL09M - nE FLOOR 1 1 1 I PA55 a METAL FIRE RAPED SELF aoslNG _.._ _" ,I.11SOO ------ r.` b _ Q k/I�/20 VIS�g f�AS�Ni�Nf l-AYOUf 25 UfNSkED SrORAC6 GAPj a g-O'x 6'-&' STEEL 2 PANEL yP _. 2 a05E ID' 6>pgooM#2 `L- NIA511;!'aA, r,ISA,>�•I �——� �. 0%UP OU7 noon EAf WI A I/21/20 1551 ti;i7�0�VAI;IANG� 26 a05Ef UNDERS,EPS CRAWL SPACE g'-0"x g'-0" PASSAGE FIDM LA55 fLATPN�I. WOOD NSUASEnNJD IA�AM 5i�.�'PEU �I�('IHC i nE FLOOR I s DO1li', nnooR OPEN'A!<i W��r�►�'�'P' ,. �dr� NEWWIDE PLN�. - I Mao I NEwANDERSEN John G. OPENNG �� OAK FLOOR 9O C" c3 ruatN"avow _ O KKC � Scarlato Jr. _ ^ I � NEWIMDE RANK �•O LINEN PMIfRi' 7'•Cr' _ • OAK FLOOR r I'... Architect, A r CAD N I NEW(2)2,101 E OR *1(�'x 9"LVL WIM(2)�"51EEL PUUES yi�- ,•+ _ .. -..NN�--..--- ---- --- --- -------T-- NEW 6x 6 P05f 0 F RIDGE POSE 4 f p,r6�4 -- O 0_---J f0 5TEEL BEt Ow goteo FROMA90VE I T05TEELOOLOW 33 Byram Hill Road 10 � Armonk,NY 10504 - PAXNAM IEFRM 945"OAK FLOOR __ �, _ g N;:woAx Phone:(914)273-7350 RAI.u•Ic6M '�- JGSCARLATO@GMAIL.COM 5 "CROWN MOLDING OLOWa0T�' S-" � �nlrloN�r� ItaNIIPJu.S , �a �-j-r4.d @9'CLG, 0 3 -OFER40 $ '" _ 0 NURIK RESIDENCE 3�11 8' a I _ - @ r („r�ooM� _. ao1� �W _ — _ — — — -- — -- I o(�'�E`�""IE" 47 ROCK RIDGE DRIVE &SMALL ROOMS ' 670 •:W� �.. .an HOOK ... �TR.E FLOORCE.. OMNING ooM#� I_ Ma ROOM q RYE BROOK, N.Y. 10573 3 "COLONIAL II -' - c� faf�-�f� I :.WIpc IN P 1R 6R DOOR TRIM p y SIDE AND FRONT ADDITIONS VERIFY WITH OWNER aor 91,4 ,f SCHLAGE 24t80 NWWOMMOM _ FRONT PORTICO RESIDENTIAL SOLID CORE MASONITI (2)WO AM ww(2)It,19�'1. 3'-" 2'•a PAM NVON (2)I 19 '1IMMER SiDE DECK LOCK SET OR MDF ® AO COAL I� TW O46W1000 000(2)NEW ANDEP.SEN � WIM�"STEEL RATE +� I � OPEM t0 MAfCN (g)NEwANDER5EN A A A FINISH AND STYLI: 2 PANEL DOORS IW,"6"'°'�'0"'S CLOW � � -E 5nnu INT.&EXT.ALTERATIONS BY OWNER PAINTED A 2 IBM � 0(2)NEWM�7M4 0 IIr fWC)16W FIRST FLOOR POMO R �N _ COAW051feWfV00AWPORiICOCEILING CONSTRUCTION PLAN 6 2°PRIMED 161,81„ I MAt6T=LOOR I � R s>�s FiNGER JOINTEDAV I WOOD _ ._ ..J_ —5 .L — - n BASE COMPossE WPAPPen P.f.6 W11)i FLAf Ma.TRIM Ef 12"SHCF• I BOARD FLA51019 VEV5h S G DEI QM VLOCKME15 RE DRAWING NO. COMP05111!P05f,RAR.5 AND NgJDP.A9.5 D g�E A , O 12'-0" I D00R AND TRIM DETAIL MAIN FLOOR CONSTRUCTION CLAN �``�'� � I NOT TO SCALE ��2an., SCALE:1/4"=1'-0' .�;%' LEGEND FIBERGLASS SHINGLES NEWCONSrR ZWN RIDGE VENT ON 15#BLDG FELT NEwPouNDAnoN 0451In'G CON51i;XWN fo sfAY 5/8"EXT.GRADE C=__ Emr,foef removED 1"SPACE FOR PLYWOOD SHEATHING AIR FLOW OR ZIP BOARD 0 DOORNIMM (FOLLOW MANUF. SPECS.) ® Wvowillym ROOF RAFTERS x ELEVAnON1.0cA11ON 16"O.C. RIDGE BEAM NOTE: ICE SHIELD REQUIRED AT ALL EAVES 36"BEYOND EXTERIOR WALL BELOW WHERE PITCH OF.ROOF IS BETWEEN ROGE VENT PETAIL 4 ON 12 AND 8 ON 12 24"WHEN PITCH IS 8 ON 12 OR OVER NOT TO SCALE AND OVER ENTIRE ROOF LOWER THAN 4 ON 12 PITCH ALl1N\w GUrg?5 AND LEADERS - • i Af.UMUtUM GUf1ER5 „ iN�ERr WE 3C>YR ICE%MP " AND LEADM /V UM'l Jl GUftERS u LLD Sd A".L Mecum ROOF D AM7 LN MR5% ICE LLD 36 DIAGONW. :HELD 36" t1A1t�ERl lf`�30YR D1K�a _. PROM EAVECNA ES PROM SAVE DIAGONAL ARL19iECP�At ROOF PROM EAVE ROM Me SNNA ES A•VAA14M GUf1ER9 <10 @ 6"0 2 6"0. 2:0 16"0.0 2,10 a 16"O.C. AM7 LEADERS a 9 ON 121`101 a 9 ON 12 I'M a 10 ON 12 Flfcli a 10 ON 12 1`11101 •I':' .---._.... ..�..•- � ALtva41 GU(YERS N ANDLEADERS N t ---------- --..— N Q IZ IZu1 Iz U-1,55VIEn r--*&.6,o9 , NEW A I POSE I 5Mf-PDh Wa POI.YJVER-MCro1FIED 8Iu4N ICE�6D 24"PASf !�O NEW ON I S•W UNDEI�.AYMENf f0 Exfew PROM ft WAU.PLA1E VELM coN cnoN I A4/14/20 WV1%17 I3ASeIVI�Nf I.AYOU LowEsfED�sap Au Roof SL�FACEs ron POINT NOf LE55 m 24 mt51N51DE tw Ex1EF�oRwAu LNJE or•A ,ff IC.Af� 1/15/20 155UW POR VA MCE John G. . I P7fCFE5 OF 8/12 OR G&A1ER iHi ICE DAP,RIER 9M 0 APFLIED M"M NG ALONG 1HE ROOF SLOFE FROM it E SAVE EDGE N Scarlato Jr. ,I J cur �I 090 6"O.G Architect a 9 ON I fLH 5W 00511W ROOF I M87 Rr•51•�IGLE WIM a; 11MOERl.INE SOl'R 51R(P E105MY ROOF 33 B ram Hill Roads(NW5 Swan" 1 ARou>Ecna�a.�aoF Armonk,NY 10504 Phone:(914)273-7350 1mr,"uLum2p8arl, MCAINf 15i HM'�R PROIA51 5mw28PACEMOIAUJCA5fFVW(ER1j Ewsocowcf New 2,�°�DGE - Ewsr>�GR� E>nSnNGanGEfoca�crN�r2�oR1DGE JGSCARLATO@GMAIL.COM NEW 4x4 POSE SBu{PSON LU28 FADE MOUNf JOISf HM1GE R PROM 5m-a LU28 PACE MOUNT J015f K*aR PRO r- Lw RNEwF.rnGr >astwG RavGc fo coNNEcf1�w 240 R1Dc� EXlSrtnG�nuE focoNNxf NEw2xlo r'I�Gt: 5fu EA511NG R00P N U R I K RESIDENCE AND RE-SritJGa.E Wlni siP,B'EXisn► ROOF +: MVlt-ffl U w�i1H ¢c� '+ R ' '" PA0FIra 5»Na�S RYE BROOK, N:Y.�1�0573 ARCFGfE VAl RooF �iNGbES SIDE AND FRONT ADDITIONS 2�e HEADER t3EfV1'EEN Ex15MIG . RooF PRIM P°r. FRONT PORTICO � coWcnoNOF NEWWGr � SIDE DECK 2x10016"04. 2x1oa161104. INT.&EXT.ALTERATIONS 2 x 10 a 16"O.C. N 2 x 10 a 16"o,C. a II ON 12 FIfcH II ON 12 MfcH a II ON 12 FIfCH all ON 12I'llai ILE 5KU2 24"PA5f C WALL PLAY 6ELOW 11M8 mu" . ICE MP 2q"PAST AW251 AILFbAM-RIM 11AWI&I E M ROOF PLAN AM'ITCUA RoofCe O —St�Na E M95 ""NUM OMRS 514 36° Sl AW251 ICE I D 36° Ice 5LD%H DIpGpNAI �0 N-lMN9d1A G11fiER5 1Wd LEM E5 yE D Ice 51i>Q D S6" AND LEADERS PROM SAVE&UP VALLEY DIAl�O AL MWGUrleRS p PROM E A rc LEAr�ERS N A.IMNM GUr9ER5 A DRAWING NO. &Ikw:gl%i GUftERS AND LEADERS gq RCS,; AW LIMP5 2 x 8 a 16"O.C. 2 x 8 a 16"O.G. V L0 II ON 12 I`IfCH a 110 IZ FIfai ROOF CONSTRUCTION CONSTRUCTION CLAN 6 SCALE:1/4"=1'-0' arRe 5f�:5 covf.�nf�Eamow I PRE-DEMOLITION NOTES. LEGEND K,, I I f 1.THE OWNERS AND THEIR CONTRACTORS SHALL BE FULLY RESPONSIBLE FOR INVESTIGATING, N,ewfo��noN aDnE IDENTIFYING AND ABATING ALL POTENTIALLY HARMFUL L LS I N THE E THAT Mow MAY BEDISTU BED OR A FECTEBY HE PROPOSDWORK.AL REQUIREMENTS OF N.Y.S.N LAWS NeWFOUWAfl0N I I I 0 ex>"C0N MCION TO SHAY I AND THE REGULATIONS OF THE MUNICIPALITY OF THE PROJECT SHALL BE FOLLOWED.NO _-- I I ATTEMPT IS MADE DURING OUR REVIEW TO POINT OUT ELEMENTS OF THE EXISTING CONDITIONS RMMOW ReMo� ReNrnie THAT MAY REQUIRE ABATEMENT.THIS STATEMENT PERTAINS TO ASBESTOS AND LEAD,BUT LS NOT C __] exisnoTOfie Remover I _ Wwow �Nn _ __ ND _WALL W 9x1 R10R 51MO LIMITED THERETO.IN ADDITION,ALL CONTRACTORS THAT WORK ON THIS PROJECT MUST j -' =r� COMPLY WITH THE EPA LEAD LAW WHICH TOOK EFFECT IN APRIL 2010. •� _ �� _��_--r a�eNw�For.I�w�� Q naor,Nu►heer; Wuf0AWWN wwnow Remove I I FROanEteN�'OF.ARY6EA I46 I I / OPEN %VERAMr�W-=�II •5 I( WALL2�6 24"O.C. 2.CONTRACTOR IS RESPONSIBLE FOR ALL HAZARDOUS MATERIAL TESTS THAT SHALL BE REQUIRED OPEN W.L I'DA Wta I I II — I( FoRReMoft of exfooR BY THE BUILDING,MUNICIPAL DOB,OR NYS LAW.SUCH TEST SHALL BE DONE BY AN APPROVED, ® W VOW W M FOR New FOR aoserl I _ll I I WALLAwINMIAMOF LICENSED AND INSURED COMPANY AND SIGNED OFF BY THE BUILDING AND DOB PRIOR TO ANY VNNDOW PAIN O POOR5 I( n�W I( WWRAM DEMOLITION. x __ I 1 EATING AMA KIfQ[E N ( I( '�` eLevnrroN IotnnoN 1 �r--- � L ourKIfCFRN I �I I�� 3,ALL DIMENSIONS ARE FINISH FACE TO FINISH FACE UNLESS OTHERWISE NOTED. MA52P, ReMpVr:'I I_ IDIZDOM I U WAIL 4.ALL EXISTING WALLS TO REMAIN,OR ALL WALLS AFFECTED BY DEMOLITION OR NEW I I uosEf Di PWOM#2 niNl ROOM CONSTRUCTION TO BE PATCHED,PROVIDE CORNER BEADS WHERE REQUIRED;TAPE AND _ SPACKLE,PREPARED TO ACCEPT NEW FINISH.ALWAYS USE DIMENSIONS AS SHOWN,DRAWINGS ww7ow Remove wall FOR NeW _ n I I ARE NOT TO BE SCALED. .. DAtNpuG r �I I WOrEIN WX1.FOR New R I I 5.BEFORE PROCEEDING WITH WORK,EACH CONTRACTOR AND SUB-CONTRACTOR SHALL �\ WG --WAIL_ REP I I I I THOROUGHLY EXAMINE THE EXISTING CONDITIONS AT THE PROJECT SITE TO ASSURE THAT THE fr SCOPE OF WORK CAN PROCEED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 14� �, aoove5er I I FROV07e reMPORARYe ;u I J I 6,PRIOR TO THE START OF REMOVAL/DEMOLITION,PROVIDE TEMPORARY DUST PROTECTION -- �� FORWALLREMOVAI aF extERIOR I L J I BETWEEN AREAS DESIGNATED FOR REMOVAL AND EXISTING TO REMAIN.PROVIDE TEMPORARY OPEN wAU. WAIL AND I AL Of AfloN aF L—--I KNOW DUST PROTECTION ON A CONTINUOUS BASIS FOR THE DURATION OF DEMOLITION OPERATIONS, F F0.�W WU.1. I / V IN59L N h'V15 WCHAUYMN MINIMUM 6 MIL POLYETHYLENE SHEET SEALED WITH DUCT TAPE AS REQUIRED, 1 DOOR 7.PROVIDE PROPER SHORE SUPPORTS PRIOR TO THE CUTTING AND OPENING OF EXISTING WALLS,FLOORS AND ROOF.RELOCATE/RE-ROUTE EXISTING PIPES,CONDUITS,INTERFERING WITH �_ NEW OPENINGS. Remove rOPEN MI.FORR �{ AND OPEN WWAL FOR• f 1 / WW nOOR II / NEW WINDOWS _ _ II //• 11 �/ I DEVROOM#4 I I emove �' R PA-L DAM III) I Remove / air an L_ am5 LIvm ROOM OMM WAIL FOR raw OPEN WasI I CLOWT �/ Dlsl?ROOM#3 ONW10OM W1WOW5"KIM I u 1 FOR New ao5et FROM 1ENff'OMY 00 1W f l I i� WAI.FOR Z6@2411O.C. Ii I fr Ile I I / Remove REMOVAL of EXIERIOR I / / aO%r WALL AND WrALLAWN OF / NeW MAM REMOVe i i I l ilk \1� MOVE OFON W&L,FOR NEW REMOVE OPEN WAIL FOR New �exreRbR wa.1�—�_—_� I — WNvoar�W9�1DO�h'S M!V IEAnER�wuro�o v MvowS AND reAM . we�now WINDOW I'01'CH WmovE PORCH MID PORCH ROM Aff I �M Remove CONCOM . �mA50NRY 51eF5� — ...—. .—. • 50NOflses 1L 1L �.- C=_ MAIN�L00 DEMOLITION LAN r�ReN — —— —�— — ^o '——— —— DEMOLITION/REMOVAL NOTES: I I , . I FO%5 F rS $CALE:1/4"=1'-0' I 1.BEFORE PROCEEDING WITH WORK,EACH CONTRACTOR AND SUB-CONTRACTOR SHALL I I I 0MOW CONCIM I THOROUGHLY EXAMINE THE EXISTING CONDITIONS AT THE PROJECT SITE TO ASSURE THAT THE SCOPE I I I WALL MID PAW I OF WORK CAN PROCEED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. CONDITIONS FOUND THAT WILL ADVERSELY AFFECT THE WORK SHALL BE REPORTED TO THE ARCHITECT PRIOR TO I I I I PROCEEDING WITH THE WORK SET FORTH IN THE CONTRACT DOCUMENTS. 2.PRIOR TO HE START OF REMOVAL/DEMOLITION,PROVIDE TEMPORARY DUST PROTECTION BETWEEN __-_ ___ REMOVe NDOW ________�► __ IZ I Z� �+ 1 -I S S VYn Fore.C�o. AREAS DESIGNATED FOR REMOVAL AND EXISTING TO REMAIN.PROVIDE TEMPORARY DUST c- - --- _- ---_ -__ '____ PROTECTION ON A CONTINUOUS BASIS FOR THE DURATION OF DEMOLITION OPERATIONS.MINIMUM 6 I( it �e�pf3T�fJAllVILI— 5-- I/15/20 155l�nF01:UAIJANGe MIL POLYETHYLENE SHEET SEALED WITH DUCT TAPE AS REQUIRED, �move � REND a05+f a� REMOVE FRAMEDr0 FIOORABOVE OITN FZWW WALL I I 51 ViS,5I97eR DOORS 11 FROM fwwo RY fieWa FOR ReNOVAL OF John �• AND FOWAIM WALL I I -� emim AND wSr&uWw o N�el aeA0 — 3.PLUMBING AND ELECTRICAL REMOVALS:PRIOR TO THE REMOVAL OF ANY PORTION OF THE EXISTING FORNEWWM ��=r=,= OPENUJGtONEN/ Scarlato Jr. aA PLUMBING OR ELECTRICAL SYSTEM COMPONENTS THE CONTRACTOR SHALL ARRANGE FOR THOSE I I KNOW PORTIONS OF THE SYSTEM INDICATED FOR REMOVAL TO BE DISCONTINUED,AND WHERE REQUIRED, SrOPAt�FOOM I J— —— — RE-ROUTED AS INDICATED ON DRAWINGS. I I Architect 4.EXISTING ELECTRIC PANELS,GAS METERS OR WATER METERS TO REMAIN. II `pooh I I IIII 5.ITEMS INDICATED FOR REMOVAL ON DEMOLITION DRAWINGS INDICATE TYPICAL WORK ITEMS.THE II I I 33 Byram Hill Road SCOPE OF WORK IS NOT LIMITEDIO,AS INDICATED ON HE DRAWINGS,BUT INCLUDES WORK ON ALL aD II_ / I f Armonk,NY 1 Q504 II AREAS AS REQUIRED TO COMPLETE THE SCOPE OF H MR-taw IS PROJECT,WHETHER OR NOT INDICATED. GA �' — "� onw�LFOR II �/ III I I Phone:(9'!4)273-7350 6.ALL EXISTING BUILDING PARTS INDICATED FOR REMOVAL SHALL BE REMOVED IN THEIR ENTIRETY.ALL NEWDaoR 1 REMOVE WALL JGSCARLATO@GMAIL.COM EXISTING BUILDING ELEMENTS NOT INDICATED FOR REMOVAL SHALL BE RETAINED AND SHALL BE II �I-L=___ J SAFEGUARDED AND PROTECTED FROM DAMAGE OF ANY KIND. VX15+�,' IA, CAR I EXISfWG Iwo l+/K• �� � r � (' GARAGE / \\, �MM►1i FINPce I I //—I II I I REmovE \\ �___�_ ��I �_ J I l I I NURIK RESIDENCE 7.ALL REFUSE AND DEBRIS CREATED BY THE WORK OF THIS PROJECT SHALL BE REMOVED FROM THE m �•yam. /� — � e>dStwG PREMISES AND LEGALLY DISPOSED OF AT AN OFFSITE.LOCATION.DAILY. `---—---- 1 OM tM1lc REMOVE xwvc WALL Remove MA50NRY I I 7 ROC K RIDGE DRIVE 8.ALL DEMOLITION AND REMOVAL WORK SHALL BE PERFORMED IN STRICT CONFORMANCE WITH / �''R FIr��ACE MncwmN>eY ( I RYE BROOK, N.Y. 10573 LOCAL BUILDING AND ELECTRICAL CODES,O.S.H.A SAFETY REGULATIONS AND ALL OTHER II // U p iEh�rORARY t3EARUJG REGULATIONS HAVING JURISDICTION INCLUDING THE BUILDING OWNER AND MANAGEMENT. rr WA1.1 U @ 24"Of- KNOW was / �II FOR REMOVAL OF ExreRIOP. L— J 9.THE GENERAL CONSTRUCTION CONTRACTOR SHALL COORDINATE THE SEQUENCING OF THE II REMOVE aD I _ WAl.I MID x5fIW.Almor SIDE AND FRONT ADDITIONS DEMOLITION-WORK*AND OTHER WORKS WITH THE WORK OF THE'PLUMBING,ELECTRICAL AND 4a .FOR I I() I\ 2 MAM Itll MECHANICAL SUB-CONTRACTORS. II wpuaMENr I I II I / PEOR FAMLYROOM FRONT PORTICO I � 10.ENTIRELY REMOVING EXISTING WALLS(SHOWN DASHED IN DRAWINGS)FROM CEILING TO FLOOR II I L_ _ _ I IIII SIDE DECK INCLUDING BASE,TRIM,DOORS,WINDOWS AND FRAMES.REMOVE ENTIRELY ALL MILLWORKS, i I L—� REMOVEw�L5 INT.&EXT.ALTERATIONS COUNTERS,CABINETS AND ITS SUPPORTS.REMOVE ALL CONDUITS,PIPES,SWITCHES,OUTLETS,AND OVsow J I ROOM y,MR POW�E:R I I ETC.ON All EXISTING WALLS TO BE REMOVED,BEFORE PROCEEDING WITH THE WORK,COORDINATE �I---I axLN O WITH OTHER CONTRACTORS TO VERIFY THAT SERVICES ARE DISCONNECTED.REFER TO DRAWINGS FOR I ROOM ROOM l I THE EXTENT OF THE WORK.WHERE REMOVAL HAS OCCURRED AND EXISTING CONDITIONS ARE FOUND I i axFowmRRooM I I DEMOLITION PLANS THAT AVERSELY AFFECT THE WORK AND REQUIRES RELOCATION,RELOCATE SUCH ITEMS AS DIRECTED ReMove ap BY THE ARCHITECT AND HE OWNER. 4V'vow FOR IRI:MOVEaDYwwow II OPEN WKI,FOR New 11.PROVIDE PROPER SHORE SUPPORTS PRIOR TO THE CUTTING AND OPENING OF EISTING WALLS, FLOORS OR ROOF.RELOCATE/RE-ROUTE EXISTING PIPES AND CONDUITS INTERFERING WITH NEW WhMWNXWAW Khm WIVOW OPENWA6I.FORWWaft MOVE AVOW KAMWINMAND OMN WALL FOR New ACCE55 FA a LME 5fAiR5 OPEN WAIL FOR NEW OPENINGS. WNPOWW N:4 I I W1NnOWFR/VAWG DFIAVVINO NO. 12.CUTTING AND PATCHING SHALL BE PROVIDED WHERE WALLS ARE DEMOLISHED,INSTALLED OR MODIFIED AND SHALL BE PERFORMED IN A FIRST CLASS MANNER.ALL FINISHES SHALL BE RESTORED TO I I E A MATCH THE ADJACENT FINISH. — — RMOVEFORCHAW5fAIR5 ———— ��,� CCA�`'�i� 13.ALL EXPOSED ROOF SURFACES SHALL BE PROTECTED AT THE END OF EACH WORK DAY BY MEANS T T 2^��' o OF BEST STANDARDS AND PRACTICES.ROOF EXPOSURE DUE TO DEMOLITION OR REPLACEMENT OF = - -••-- - MATERIALS SHALL BE COVERED FROM WEATHER DESPITE FORECAST BY TARP.OPENINGS INmaim FENESTRATION SHALL BE COVERED BY PLASTIC SHEETING AT A MINIMUM AND PLYWOOD IF SECURITY I I GROUND FLOOR DEMOLITION PLAN OF THE STRUCTURE IS AT ISSUE. `�>\02�-:rn:i``•'`; 0 CE-) 9xf fiW50NR PAW NEW GOW050 17CCK c1rILING MRqp Ma GFCI WIC FLAf_ SLOpen GfNepJ'L Cal Ce&M FLAP temor, rv� celLlm TIN IA�IFIM51 e17 L me «KU - Mp 5r0W ROOM 5WARA0 MAW,Dl ROOM WIGCauma FA1V LY ROOM peRMlf — - exfG�q� exr � .•. I GFCI IMAM— 11111 qp i CEILING e55 Arc �NQ O%M2 DO 20 4 Af F " .. FM Y I— i � f3R1?ROOM#2 a RAtiNG MA 0 511NG rW0 CAR (2)250 GPL. ( WRY GAP,A(k MUl7 R M LOCA o .- - ( Dow N . �D 5epA7Aie pERMIf .. o UWN 5 FMTTY T-0' cm I rd ac(01 0 W10",111"11A N 0 1 1 oo 0 ® PRYER - A1L�l7RY wA aA 09pWoM#4 p R R00 03 wA M17900M#$ PIMNG ROOM _ .... �wG 'O _ OVeR v AN - `� ao;r:r � pGYWI VA i S ,,•n „ ��SpAa eoAr ceawG _ ao5� 61 Ai* Z I L�I li0 .1�ISRin�(` o exr _ A4/14/20 RRV1%V l3A5UM LAYOUT MAS W Ulf *V 51Rp5 v 15/20 1551�n�o�MAW John G. GROUND FLOOR REFLECTED CEILING/ ELECTRIC FL MAIN FLOOR REELECTED CEILING/ ELECTRIC PLAN _ , SCALE:1/4"=T-01 Scarlato Jr. SCALE.1/4 —1-0 - • Architect 33 Byram Hill Road Armonk,NY 10504 ELECTRICAL LEGEND Phone:(914)273-7350 JGSCARLATO@GMAIL.COM New necoen swt CH 5INW Rae • $� NiWGBCORA3 WAY 5WtfLN NURIK RESIDENCE 14 NEwI?EcoKA4 WAY 9WIfC}I 47 ROCK RIDGE DRIVE n n�wneiOr'AnwiMer;sNnrai RYE BROOK, N.Y. 10573 . 4p NewnecoeA�cepnca. wwnecoRAanicfAu.fcraorawte vrimaprK& �� wv�to� Re� SIDE AND FRONT ADDITIONS NEwpr�NeQu�Er FRONT PORTICO SIDE DECK El r»wlvcAaeouner INT.&EXT.ALTERATIONS 0 ww was t Len nom wir . 5"w+9re aAFFq. O y", F 'n�wr�eno�+'NLlalf REFLECTED CEILING 1 wnSNDKenerectoR ELECTRIC PLANS © won room Mann newor O win mm/coo Mope cowo nef uct . -• .IAICtION OOx roR L1Qif Fix(1z DRAWING N0. �tED WALL SCO O JLNCI ON Vox CA Q wA.L I.wr jutioN Vox r . cEq.QJG FAN IOI�D.11BdLiION vox �'-',:� OF SECTION R507 R5073.2 Flame spread index.Plastic composite ec EXTERIOR DECKS boards,stair treads,guards,and handrails shall exhibit I DECK BEAM SPAN LENGYH94b(iL-In.) R507.1 Decks.Wood-framed decks shall be In accordance Bane sproad index not exceeding 200 when tested In actor DECK JOiST SPAN LESS THAN OR EQUALTO: with this section or Section R301 for materials and conditions Banco with ASTM E 84 or UL 723 with the test specimel HOLD-DOWN OR SIMILAR SPECIES' SIZE$ (tool)' not p escribed herein.Whore supported by attachment to an remedning in place during the test,• TENSION DEVICE o e 1p 12 t4 1a ie DECORATIVE COMPOSITE CAP exterior wall,decks shall be positively anchored to the pd- R507.33 Deco resistance.Plastic com celte'deck FLOOR SHEATHING NAILING Al 2-2 x 6 6-11 5-11 5.4 4.10 4-6 4.3 4-0 mar structure and designed for both vertical sand lateral y P 6•MAXIMUM ON CENTER TO COMPOSITE 2"X8°HANDRAIL Y gne boards,stair treads,guards and handrails containing wood, JOIST WITH HOLD-DOWN 2-2 X 8 8-9 7 7 6-9 6.2 5-9 5-4 5-D loads. cellulosic or other biodegradable materials shall be decay 2-2 x 10 10.4 9-0 8-0 7.4 6-9 6•4 6.0 •COMPOSITE 2"x4"TOP RAIL Such attachment shall not be accomplished by the tue of reslstent In accordance with ASTM D 7032. 2-2 x 12 12-2 10-7 9-5 8-7 8.0 7-6 7.0 0 toenails ornails subject to withdrawal.When posidveconner.- R507,3A Termite resistance,Where required by Secdon Southern ins P ° �'4�M COMPOSITE 2"x2"BALUSTERS 6"O.C. don to theprImary building shucture cannot be verified during 318,plastic composite deck boards,stair treads,guards 3-2 x 6 B-2 7.5 6-8 6-1 5-8 5.3 5 0 M °t? Inspection,decks shall be self-supporting.For decks with can- aqd handrails containing wood,cellulosic or other blade- + + + + + + 3-2 x B 10-10 916 8-6 7-9 7-2 6 8 6.4 FROM z tilevered framing members connections to exterior walls or grudable matorials'ehall be termite resistant in accordance 3-2 x 10 13-0 1 k-3 10-0 9-2 3-6 7-11 7.6 DOOR 2 outer framing members shall be designed and constructed to + �' + 4- SILL TO resist uplift resulting from the full live load specified la Table wtdt ASTM D 7032, COMPOSITE 4"x4"POST 507.3.5 Installation of plastic composites.Plastic cam- 3-2 x 12 15-3 13.9 I1-IO 10.9 10-0 9.4 8-10 DECKING M COPP OR R301.5 acting on the candlevefed portion of the declr, P P 3 x 6 or2-2 x 6 5-5 4.8 4-2 3.10 3-6 3-1 2-9Z COAT AL M. posite deck boards,stair treads,gutude and handrails shall FLASH G R507.2 Deck ledger cemtaeedon to bead joist.Deck ledger be Lostalled in accordance with this code and the manufao- 3 x 8 or 2-2 x 8 6-10 5-11 5-4 4-t0 4.6 4-1 3-8 connections to band jdlsts Shall be in accordance with this sec- turer's instructtions. :cK3 x 10 or 2-2 x 10 8-4 7.3' 6-G 5-13 5•6 5-1 4-8 E 10 don,Tables R507.2 and R507.2.1,and Figures R507.2,10) FLOOR JOIST JOIST COMPOSITE T x4"BOTTOM RAIL and R507.2.1(2).Por other grades,species,connection details R507.4 Decking.Maximum allowable spacing for joists sup- ° 3 x 12 or 2-2 x 12 9.8 8.5 7.6 6-10 6-4 5-11 5-7 and loading conditions,deck ledger connections shall be porting decking shall be,in Accordance with Table R507,4. DouglosSr-laroh, ..--. � . " " hem-fie. 4 x 6 6.5 5-G 4-il 4.6 4-2 3-11 3.8 COMPOSITES x8 Wood decking Shall be attached to each supporting member a IMPSON COMPOSITE"x8° designed In accordance with Section R301. spuce•pine-fie. 4 x 8 8.5 7.3. 6-6 5-11 5-6 5 2 4-10 URRICANE R507.2.1 Ledger delalle.Deck ledgers Installed is actor- with not less thin(2)8d threaded noils or(2)No.8 wood redwood, y g g screws. tvestom cedars, 4 x l0 9-11 8 7 7-8 7.0 6-6 6-1 5.8 TI dance wadi Section R507.2 shall be aminimum 2-uteh by 8- ' inch Sl earn 203 ram nominal,presslttey reservES adve- R507,5 Deck joists.Maximum allowable spans for wood deck pondetvs a plant, 4912 11.5 9-11 8-10 8-1 7-6 7-0 - 6-7 "e ( } p joists,as shown(n Figure R507.5,shall be in accordance with Par se I inch=25.4 1.1. red pine P.T.2"xl W @ 16"O.C. 4"CONC.STRINGER trettted southern pine,incisedpressure-preservadve-treated j 3-2 x G 7-4 G-8 6-0 5.6 5-1 4-9 4-6 Qe LANDING 38 MIN. Hem-fir,or approved,naturally durable No.2 e orbet- Table R507.5.Deck joists shall be permitted to cantilever not i.'. FIGURE 607.2.3(1) SIMPSON HANGER , PP Y � B� 3-2 x 8 9.8 8-6 'T=7 6.11 6-5 6.0 i-8 . � FROM RISER ter lumber.Deck ledgers Installed In accordance with Sec- greater than one-fourth of the actual,adjacent joist span. DECK ATTACHMENT FOR LATERAL LOADS (3)P.T.2"x120 (FLAGSTONE,PAVER (ion R507.2 shall not support concentrated loads from R50751 Lateral restraint at supports.Joist ends and 3-2 x 10 J2.0 10-5 9.4 B-6 7-1D 7.4 6 11 P.T.2"x IW LEDGER OR OTHER FINISHED beams or girders.Deck ledgers shall not be supported on bearing locations shall be provided with lateral restraint to SHEATHING 3-2 x 12 13.11 12-1 10-9 9-10 9-1 8-6 8.1 THRU*BOLT TO BLDG.' ® T.2"xlZ' / TOP OPTIONAL) stone or masonry veneer. prevent rotation.Where lateral restraint is provided by NOTE: SIDING Pa SE:I Inch=25.4mm,1root 30d.8ouu, _. ARRIAGE oust hangers or blocking between joists,their depth shall THIS DETAIL IS APPLICABLE 1 pored per rquara foot°Q0479s po,1 pound 0 t ca kg. Q 1 B"O.C.00 R507.2 2 Band Dist detalls..Bend oasts attnohed.by.a led- j g g j � p a.droned snow load,Ilvc load=40 psi,flood load o 10 ps6 vA=360 at mole spoa,L6 a 180 at caoUlovcr with a 7,T0•pound point land applied to Uto cad. L FOUNDATION WALL a ' j WHERE FLOOR JOISTS ARE FLASHING FOR °Q gar in accordance with Secdon R507.2 shall be a minimum equal not less loon 60 percent of tine joist depth.Where tat- PARALLEL TO DECK JOISTS, WATER TIGHTNESS b Beams auppoaiag deelr)olcta from one Ado only... _. ...................._.. ... ,r..p: �. .. ° .......-..........._. 2-lnch-nominal(51 mm),solid-sawn,spruce-pine-fir lum- era)restraint re provided by rim joists,they shall be ra No.2 grade,wet servlee taaoc. P.T.8 x6 PbST her or a minimum 1-inch b 9n/-inch(25 xnm x 241 ram} secured to file end of each joist with not Ins than(3)10d DECKING d,Beam dcA shall be greater than or°q,ml to depth or joists with a flush beam condluon. SIMPSON POST dimensional,Douglas&,leyminated.vetaeer hunber.Band (3-inch x 0,128-inch)nails or(3)No.10 x 3-inch(76 a Tnctudnslacidogfaotor. joists attached by a ledger in accordance with Section )}Ong wood arrows.' 1.Nortbem Species.lacking factor not Included. HANGER ° t;. APPROX.GRADE R507.2 shall be fully supported byawallorsillplatebelow. R507.6 Deck Beams.Maximum allowable spans for wood APPROVED JOIST HANGERS MIN,3!M oFu ® ° _ deck beams,as shown!n Fi ute R507.6,shall be In actor•- BOTTOM OF-•� e ' CONC.SONOTUBE - R507.2.3 Ledger'to band joist fastener details.Fasten- dance with Table own I.Fig m plies shall be fastened with 2"MIN. 2x LEDGER WITH FASTENERS _____ J01II1D = FOOTING IN ACCORDANCE WITH TABLE R507.2 "`� _ ers used in deck ledger connections In accordance with two rows of 10d(3-inch x 0.128-inch)Calls minimum at 16 IF _ Table R507.2 shall be hot-dipped galvanized or stainless inches(406 lam)on center along each edge.Beams shall be steel and shall be Installed is accordance with Table. emitted to•candlever at each end u to one-fourth of the HOLD-DOWN DEVICE MIN DISTRIBUTED I.B.CAPACITY ---- TYPICAL DECK AND STAIR DETAIL --- e__._ ]Z507.2.1 and Figures R507.2,1(1)and R507.2.1(2). P FLOOR JOISTS AT4 LOCATIONS,EVENLY DISTRIBUTED aEWA osvA actual beam span.Splices of multlspan beams shall be located ALONG DECK AND ONE WITHIN 24"OF EACH R507.2.4 Deck lateral fond connection.The lateral load at interior postlocatioas. END OF THE LEDGER HOLD-DOWN DEVICES POST NOT'TO SCAL>= SHALL FULLY ENGAGE DECK JOIST PER conuecdom required by Section R507.1 shall be permitted R50y.7 Deck joist and deck beam bearing.The ends of HOLD-DOWN MANUFACTURER. oartowL emiapm a.PM!t opnwa same; 4 ttau� to be In accordance with Figure R507.2,3(1) or each joist and beam shell have not lass than III,Inches(38 01n DROPPEDBdAM en,rtaaven asrrrasvea FLUSHBeAM ���� R507.2.3(2),Where the lateral load comiecdon is provided mm)of bearing on wood or metal and not lees than 3 itches In accordance with Figure R507,2,3(1),hold-down tension (76 mm)on concrete or masonry for the endre width of the A FULLY THREADED Dle•DIAMETER LAG FIGURE R607.6 devices Shall be installed in not less than two locations per beam:Joist framinginto the side of a ledger board or beam SCREW PREDRILLED WI MIN.3"PENETRATION TYPICAL DECK BEAM SPANS deck,within 24 inches of each end of the deck,.Bach g TO CENTER OF TOP PLATE,STUDS,OR HEADER, device shell have c allowable stress des capacity eel of shall be Supported by approved joist hangers.Joists beating TABLE R607.M ` p ty on a beam shall be connected to the beam to resist lateral die- DECK POST HEIGHT not loss*thin 1,500 pounds(6672 N).Where the lateral placement. Forst:I Incha25A mm,I foot Q304.8mm. DECKPOSrGIZE MAXIMUMHE(GH1r � load connections am provided in accordance with Figure R507.2.3(2),the hold-down tension deviceS Shall be R507.7.1 Deck post to deck beam.Deck beams shall be FIGURE R607.2 AT 4 x 4 8' installed in not less than four locations per deck,and each attached to deck posts in accordance with Vigutre R5073.1 DECK ATTACHMENT FOR LATERAL LOADS device shall have.an allowable stress design capacity of or by other equlvalau means capable to resist lateral dia- TABLE R607.4 4 x 6 8'1 )$ Ilf0i191 Description not less than 750 pounds 336 placemcnL Manufactured post-to-beam connectors shall VAX(MUa1 JOIST SPACING 6 x 6 14 �E[t. Jolsl Hen a FaOa:ptOUDL _, p (3 �• p _LUl Q96 For 2xG 2x8 oist u Fos.C.0 utnn Bases be sized for the post and beam sizes.All bolts Shell have IttAxIMUa1 ON•oENTER JOIST SPACING Forst:l foot a 30q,B maL LUC2:1055 Far.2x'10,2x12 018t,R507.3 Plastic composite aeek boards,stair treads; MATERIAL TYPE AND NOMINAL SIZE a Measured to the underside or the bean► r ABU445S Fot Q 4.'t' guards,or handrails.Plastic composite exterior deck washers under Una head and nut. Parpendleutnr to(slat Diagonal to lolol - boards,stair treadd,guards and haudral'1B shall comply with Exception:Where deck beams Dear directly on foot- 1/Clach•udak wood 16 Inches 12 inches L S For 2x6 2 M loft ABUdBSS ForfixB t '-'-LU321388. F r2x8.2x1>y oast._... ___ iillBll0868. FotSxB post . the requirements of ASTM D 7032 and the requirements of ings in accordance with Section R507.8.1, 2-Inch•0tkkwood 24 Inches 16 inches _ I.USZIosS' Fur, 0,2kT2 2isi4'bft :A811.81338 For exil bst Section 507.3. R507.8 Desk posts.For single-level wood-framed decks Plastic composite In accordance with Section RM3 In acaatdnum with Section RS07.3 _•LLI MIIrMS Fah Double,2k6d2R8 Old 4B4RSS For 04 Post ' R507.3.1 Labeling.Plastic composite deck boards and with beams sized in accordance with Table R507.6,deck post 2W MIN. BEAM DBG865 Fite bytli post. ' Stair treads,or tlielr packaging,shall bear a label drat indi- Forst:I loath=25A ram,I toot a 304.8 mm,1 degree•0.01745 rod. L S28.968 For Dou leze 2000191 size shall be In accordance with Table R507.8. -`� �"'"- '�-• " n� a Mmdmum angle of45 dogreo3 from perpeadieular for wood deck boards APPROVED CU.S2't0.2SS.FAr Dad .2110.2i(2 oast _ CBSQ4488 Err•04.9cluilln: Z I Z(� I"F 1SS� k/1L G,0$• rates compliance to ASTM D 7032 and includes the R507.8.1 Deck post to deck footing.Posts shall bear on BEAM POST OAP CD$Q48S)i••,Fw 4ic8 oolumii' ,a allowable load and maxltmmt allowable span determined footings in accordance with Section R403 and Figure TABLE R607.6 t SUL209S Ske 46°leltidt 2x8 M oast -i In accordance with ASTM D 7032.Plastic or composite R507.8.1.Posts shall be restrained to prevent lateral dis- DECK JOIST SPANS FOR COMMON LUMItiER SPECIESi(ft,-In.) :Skewed 46°ltghtforbS, •,� B80865$. 7F&O t8 bolt n handrails and guards,or their packaging,shall bear a label. placement at the bottom support.Sash lateral restraint SURMS$ SIM 1bldt• , HUtrlcan#TIaB 'SPACING OF DECK JOISTS WITH NO CANTtLEYER SPACING OF DECK J016T6 WITH OAPRILBVfige• ,- that indicates compliance to ASTM D 7032 and Includes Shall be provided by manufactured connectors installed in sPEclea• sIZE tMNt�l (inches) THROUGH-BOLTS r1•DIAMETER `` H2.6 •16r plat liaairl , 12 1s u t2 to. R4 w TH wAHS•HFA3 o SUla29DSS '�$itewad 4�°1e11'tbr�xt0, .••r.- , the maximum allowable span determined In accordance accemdanca with Section R507 and Una manufacturers 2x12lblSt U2.ASS "'EDr ist tti eam _ with ASTM D 7032. instructions or a minimum post embedment of 12 incites 2 x 6 9-11 9.0 7-7 6-8 6-8 6•8 ° o IcAlNet1 q5°rltlfitlor�ltto,. SUR2IQSS. �•SS N$88 FAI•ii�ttiibBAtn • (305 mm)in surrounding soils of concrete piers. 2 x B 13-1 11-10 9.8 10-1 10-1 9.8 :2111 a Jost _ 4SS br.olstto beam TABLE R607.2 Southern pine 2 x 10 16-2 14-0 11-5 14-6 M-0 U-S DECK DECK LEDGER CONNOCT10N TO BAND JOISTyO POST NOTCH DPOST ECI(-� P.o$t Ca$ i 699 For o�Cto beam Pn••• S to S (Deck live load a 40 pat,deck dead load a 10 pat,snow load 5 40 pet) 2 x 12 18-0 16.6 13-6 18-0 1G•6 13-6 y11•ptlNj POST A049S ForAx-beam.4k ost 0811 FOr lolstio.b m LTS100 llghtlAl s e O. J018TSPAN 2 x 6 9-6 8-8 7-2 6-3 6-3 6-3 f AW4.SS For4x.bea 4k! St a0ASS foY.oNtIbbbdhi -- A-TY199• UAhiurri'Mire rn .. .. '" `° '" `° loll" g '' 2 x 8 12.6 11•] 9•i 9.5 9-5 9-1 cA AC856 RrOkAblh Olt"osI H.3 for oIst t0 _.M 1►( 12SS Medium tW s it CONNECTION nETAiLS a and lose e 1 to 8• all"to 10 TO 1 l012 T21 l014 T41 l019 to 1 to Dousing fir-larch, NOTCHED POST OS - 't'"' ° 1UI$alto 3. Milt e Orroontorspaoing offusionero -� . ham-fi,° AGE836 .Por.eit.seta,• .oat Fremin.pn las. _.;,,.,�- iro spruce-pine-tlyd 2x10 15-8 13-7 11-1 13-7 13-7 11.1 Fox SkI Inch=25.4mm. L•CIs4SS F0f4xar6x bt SS °Mill it' �e9'. le. MSTAIBS •8tral littk$ '/,-inch diameter lag etxew with t/,•Inch 30 23 18 15 13 11 10 2 x 12 18-0 11-9 12-10 18-0 12-10 a FIGURE R607.7.1 Q s.._._............,..-. 8S Mu Ib bSe Aftp i• 1ViS1A2A98 afraid ht aura maxlmnm dtcadtiag`' 2 x 6 8-10 8-0 7-0 5.7 5-7 5-7 DECK BEAM TO DECK POST tG48S. For 9k:roam:4x.Ost L66088 Skawab a an le M A3$8s Shah'fit area /3-inch diameter bolt with 43dnch maximum 36 36 14 29 24 11 19 d1YO°� -' Mlsopl eOopQs abeatblam° 1Yestem cedars, 2 x 8 11-8 10-7 8-8 8-6 6-6 8-6 6069S 1`0119MA(h,Bx'8 t 48S Mu1tE ur ose;an'le `0 onderam ins°, BOS2VASS -Forpou 1e 2x Beath to.0 obi L263S' il(ultF'u oea.ail le JT1'$9.'' For110 4 tidetl:2X /-inch diameter bolt alto 1-Inch maximum P P 2 x lO•• 14-11 13.0 10-7 12-3 12-3 10.7 TYPICAL DECK s 36 36 29 24 21 and hW CONCRETE POSTForAT12S& B(tensloh.le. sheathing° P 2 x 12 17-5 15-1 12.4 16-5 15-1 L2�1 BEM -,,; _ S2t.liS5 Trl Triple post - 1MIS1 61ai se:tul IA For St:1•Inch=23.4 Tom.1 foot A 304.8 ram,I pound per square foot=04479 kPa. For SI:1 bob a 2SA mm,1 foot m 3D4.8 mm,1 pound per rgoaro foot=0.0479 Wo,I parod a 0454 kg. BC FOC 4i(46arr1• TA OSII lloase:AhAle 8C5S Ste r entail ar ohn n° ` a Ledgen#}mu ba flashed in accordance with Section R703.4 to prevent water from contacting the house band joist. a.No.2 grade with wet service factor. G v b.Snow load shalt not be assumed to act concurrondy with uve load b.Wound snow load,five loud=40 pal,dead load-10 pat,LA a 360. o.o ,: I(I Q•,; II II b111I II �, o a no dp of ths log maw#bell fully mend beyond the inside face of the band JoISL e.Orouad snow load,Hva load a 40 par,dead load-10 psi U09 300 at main span,Ulu=180 at ca allover with a 220-pmmd palntload applied to end u°iv, :o o,'•' e e TYPICAL Scarlato Jr. d.5bcatbtng shall be wood structural panel or solid sawn lumber, d.includes Incising factor. a to;O, O, FOOTING ' a sheahing shall bo pgrr faa to be wood auuramul penal,gypsum board,MdboaA lumber or town sheathing.Up to 11,Inch thl e.Nordtem$paales with no Incising factor 'O ° Shall be permitted to subsdtuto for up to b,Inch of aliowebio shoathlag thlckaess where comblood with wood Structural panel at I L Cantfietared spans not execafiag the nominal depth of tba jofataopermluod, , •,, �, .Q..Q �• � Architect outtaaaovrul + FIGURE R607.8.1 TABLE R607.29 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BA14D JOISTS mISTMA GER ratrrawoER sourrteumsrt 3'-0"MIN'QCAR iMrfH MINIMUM END AND EDGE DISTANCEB AND SPACING BETWEEN ROWS _ 33 Byrom Hil I Road TOP EDGE BOTTOM EDGE ENDS ROW SPACING sew Fe Abe Po F ML, 11 E 2 ineltes '/taco 2 inches° 1'/#lnoltes last taaas"e°""° ten. �asr ►m�+o �eRMm�n wwt�i�t:v�N Armonk,NY 10504 uds� Per Ira 090P9i nwwo5f Phone: 914 273-7350 HANDRAILS ATTACHED TO Band Joist! 9,inch 2Inches 2Imbesb 1'/s cache ff WALL COMINAn0N5 THE INSIDE OF GUARDS SHALL BE CONTINUOUS JGSCAR Q ForSh I Inch=25A mm. a.Los screws or bolo shall be staggered from the top to the bottom Nang the hors ontal run of the deck ledgeria accordance with Figure R507.2.1(1). +asr apaH Joreratw+ FROM A POINT DIRECTLY b.MtudmumSlnahea JotsravHiKtracPPmem+nt Jorereart►+Fttlartee� Wi•I:NfOPRALOF(dIM37 ABOVE THE TOP RISER a For engineered rim data,rite teanufachtmr'#recommendations sittMl govern FIGURE R507,6 15 fUKIC'I NWA AS KW�'AS�'' U GIIA�fop ML 170A95 TO A POINT DIRECTLY d.The minla m d1sionce from bosom row orlag scrawl orbolm to the top edge of the ledger Slwil be in aoeordance with Frgum R507.2.1(1). TYPICAL DECK JOIST SPANS POSE NYKTI Af1AQ En Ar AHAIMIL ABOVE THE LOWEST N U R I K RESIDENCE v RISER THE FLIGMEETHT- _. ..• .:._:_ _......._�_.........._............................._.. ....:..... ._........... ..; SfAt;•(RRAi7AWRI51:R5 :... STAGGER FASTENERS SULH tlirtf fl E., 8EiV4E N 5A(D: NAL IN2ROW9 2015 INTERNATIONAL ESIDENTAIL CODE ma..41500Nf11�w t E A WELL WI TH MINIMUM _ RIDGE-DRIVE. .�CLEAR WITH DIMENSIO •-•:......... ...:...-.•-:�..:. .•._.::.....-,.. .,••...: FWMAPOINfD1�016Y GIml K L5 REQUIREMENTS , • RYE BROOK, N:Y.-•10573 AOM IM OP RISER a M 1365"tl•RAP.VWDM 65`MIN.FOR 2 X 8• 'DISTANCE SHALL BE PERMITTED To W A POW,.POCtLY HANDRAIL STYLES CAN ® 1�MA3: * 2.10. 2015 D.2C Section R311.7.5.1(Risers). 6„ 6,6"MIN.FOR 2 X 10 BE REDUCED TO 4.6•IF LAG SCREWS ® ® TA"MIN.FOR 2 X 12 ARE USED OR BOLT SPACiNG 15 ffim t1E I Oihl 5f REDUCED TO THAT OF LAG SCREWS RaR OF the fi.Wif 4�� VARY WIDELY,BUT MUST TO ATTACH 2 X 8 LEDGERS TO 2 X 8 Section R311.7.S.1 of the 2015 IRC shall be deemed to be amended to read as follows: SOLID I'RQ.!~CiIt7W ALL COMPLY WITH 2O16 ' 2'MIN-► BAND JOISTS, WALL FROM MI. IRC R311.7.8.3 FOR GRIP LEDGER LAG SCREW OR BOLT 3/4",MIN. R311.7.5.1 Risers.The riser height shall be not more than 8 K inches(209 mm).The riser OR OPEN OR P05f SIZE.VERIFY ANY PRE shall be measured vertically between leading edges of the adjacent treads.The greatest riser POST 2T„INN.r im MANUFACTURED NEW DECK par Sh 1 Inch a 25.4 tam, 1leiglrt�vit]Iin any#light of stairs shall not exceed the smallest by iri01'e then 3/s inch(9.5 ram). _ AND K*RI VL5 HANDRAILS ARE 1N up RAiL AM U%V COMPLIANCE WITH SHEATHING Risers shall be vertical or sloped from the underside of the nosing ofthe tread above at an angle OPENING'IETWEEN , MANUFACTURER ANDIOR NOTE SIDING not more than 30 degrees(0.51 md)from the vertical.Open risers are permitted provided that BALUSTERS SHALL NOT ARCHITECT PRIOR TO THIS DETAIL ISAPPLICABLE FLASHING FOR the openings located more than 30 inches(762 lam),as measured vertically,to the floor or ALLOW 4�"SPHERE TO PURCHASE OR WHERE FLOOR JOISTS ARE WATER TIGHTNESS PASS THROUGH. N.51'MIN,IF ow PARALLEL TO DECK JOISTS. glade below do not permit the passage of a 4-inch-diameter(102 ram)sphere. IVIiVft 15lap INSTALLATION. DECK ES, DECKING OPENING BELOW BOTTOM Exceptions: ' RAIL SHALL NOT ALLOWS" TYPICAL DETAILS 1. The opening between adjacent treads is not limited on spiral stairways. SPHERE TO PASS APPROVED JOiST HANGERS 2. The riser height of spiral stairways shall be in accordance with Section R311.7,10.1. AND NOTES 2"MIN. 2x LEDGER WITH FASTENERS ALL RISERS TO HAVE IN ACCORDANCE WITH TABLE R607.2 J BACKERS OR HOLD-DOWN DEVICE WON 7S0 I.S.CAPACITY 2.11. 2015 IRC Section R311.7.5.2(Treads). MODIFICATIONS TO PREVENT A 4"SPHERE DRAWING NO. FLOOR JOISTS AT A LOCATIONS EVENLY DISTRIBUTED FROM PASSING THROUGH 3'•O„ Ei)�Rt; ALONG DECK A46 ONE WITHIN 2,V OF EACH Section R311.7.5.2 of the 2015 IRC shall be deemed to be tlmended to read as follows: get� MIN.CLm F, END OFTHE LEDGER.HOLD-DOWN DEVICES IF TOTAL RISE IS SHALL FULLY ENGAGE DECK JOIST PER - GREATER THAN 30" Q.RAR LEVEL ° @� Co' Ct'�`•! HOLD-DOWN MANUFACTURER. R311, LAM ° �? o a 75.2 Treads.The tread depth shall be not less than 9 inches(2291'rlm).The tread depth TREAD I1EPiH �* shall be measured horizontally between the vertical planes of the foremost projection of O0 > o ro 7'r A FULLY THREADED s/P DIAMETER LAG adjacent treads and at a right angle to the tread's leadingedge.The greatest tread depth within NOf f0 SCREW OCENTREDR(TOP E,STUDS,O RATION j � g 3 p STAIR GODS DI'AG�AM TO CENTER OF TOP PLATE,STUDS,OR HEADER, any flight of stalls shall not exceed the smallest by more than/s inch(9.5 ram). �2f r,.� S1:lhteha25.4mm. 2017 NEW YORK STATE CODE SUFFLEMENT NOT TO SCALE GENERAL NOTES I CONTRACTOR IS TO VISIT SITE AND VERIFY ALL EXISTING CONDITIONS(INCLUDING UNDERGROUND UTILITIES,PIPES.ETC)AND REMOVE MY MAD OR LIMITATIONS AFFECTWS THE PROPOSED WORK DAMAGED GRAMMES 2 ALL WORK IS TO BE PERFORMED IN COMPLIANCE WITH ALL LOCAL,STATE,AND AMICABLE OUMOD46 CODE REGULATIONS. 3 CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE DURING THE COURSE OF CONSTRUCTION OF 31 am MULCIL THIS PROJECT,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY:THE 15 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE CRICAR G*SAUCER VATM LOAM LIMITED TO NORMAL WORKING HOURS AND THAT THE COMPACTOR SHALL DEFEND,INDEMNIFY,AND HOLD THE CITY REPRESENTATIVES o ROM AT TOF Or ML SHALL OC CUL HARMLESS FROM AND AND ALL LIABILITY,REAL AND/OR ALLEGED.IN CONJUNCTION WITH THE PERFORMANCE OF THIS PROJECT rUU BACK TOP 112 Of GUWP,ALL Ill 4 CONTRACTOR SHALL VERITY LOCATIONS.LEVELS,DISTANCES.AND FEATURES THAT MAY AFFECT THE WORK SHOULD EXISTING il MMADABLE MATM&SHALL Be RVACIl CONDITIONS DIFFER FROM THESE PLANS,STANDARD SPECIFICATIONS,AND SPECIAL PROVISIONS 00 NOT ADEQU17ELY DETAIL THE WORK MRM1EBIE31kall UaMLY COhWACM LOAM BACKALL TO BE DONE.CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO CONTINUINS WITH ANY RELATED WORK.NO ALLOWANCE UNDISTURBED .. I .="a ar OML 011L T WILL BE MADE IN HIS BEHALF FOR ANY EXTRA EXPENSE RESULTING FROM FAILURE OR NEGLECT IN DETERMINING THE CONbrr='4S UNDER 5KRUB PLANTING WHICH WORK 15 TO BE PERFORMED.NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. 5 A SET OF SIGNED BLUEPRINTS AND A SET OF SPECIFICATIONS SHALL BE KEPT ON SITE AT ALL TIMES -4!r SO 14 q00001-Cie,1- 6' CONTRACTOR SHALL NOTIFY ALL PUBLIC OR PRIVATE UTILITY COMPANIES(48)HOURS PRIOR TO COAVAENCeMENT Of WORK ADJACENT To 12.14' EXISTrM UTILITY LINIES UNLESS ENCROA04MEW PERMIT SPECIFIES OTHERWISE. -A 7. CONTRACTOR SHALL PROVIDE AND MAINTAIN SUFFICIENT BARRICADES TO PROVIDE FOR THE SAFETY OF THE GENERAL PUBLIC TO THE `D% SATISFACTION OF THE MUNICIPAL BUILDING DEPARTMENT. B. ALL MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE NOTED 0 1 0 0 16f Ir(LI7Y � � � 0 cy 0 0 PLANTING 5FMFr-ATION5: 0 o $ 0 0 0 0 GENERAL:All plants,trees,and shrvbs shall meet the specifications for'plant matenar as per the American Standard for Nursery 0 0 .cA4 Stock.The landscape architect reserves the right to inspect all plants prior to Shipping and installation.There are to be no substitutions of the plants without the consent of the landscape architect. PLANTING:All plants shall be planted in pits two times the diameter of the root ball or container.Plant height Should be placed MITIGATION PLANITING LIST at or slightly above previous grade.Full back burlap from top of ball and cut wire an tree basket.Ensure that the burlap is not exposed above grade because of water loss.5tal"and cjuytnj:j shall be used only when necessary.When the method 15 used. SCIENTIFIC NAME COMMON NAME SIZE QUANTITY care should be taken to protect the tree bark and wires should be removed as soon as possible. I MULChINGs All planting beds(EXCEPT GROUNDCOVM shall be mulched with three inches of shredded bark to conserve water AL ONOCIEA SENIBILIS SENSITIVE FURN 1 GAL 24 and keep roots covered during initial cjrcnvth stage.Do not place mulch heavily around crown of plants. B TIARELLA CORDIFOLIA SPREADING FOAM FLOWER 1 GAL 24 VANTM CAM.All trees and shrubs Shall be Grayed with an anti-desiccant the first November after plant" WATERING:Al plants shall be watered by the contractor during the initial growth stage.Trees shall be heavily watered severs C ASTER NOVAE-ANGLIAE NEW ENGLAND ASTER 1 GAL 18 times during the first month after planting and then regularly for the next two surnnws. .0 PLANT GUAPANTEt:Contractor Shall guarantee all newly installed plants for one-year provided that they are given proper w3tening/care and contractor is notified of unhealthy stressed plants onme4ately. CO oil IMPERVIOUS CALCULATIONS 7 EXISTING IMPERVIOUS AREA 3010 SQ FT -A PROPOSED IMPERVIOUS AREA 3500 SQ FT AREA OF DISTRURBANCE IN BUFFER 625 SQ FT 0 pop Imo. Pk d MITIGATION CALCULATIONS f age E-5 AREA INCREASED IMPERVIUS IN BUFFER 490 SQ FT IT/ Px %LL AREA OF DISTURBANCE IN BUFFER 625 SQ FT ------- � TOTAL AREA AFFECTED IN BUFFER 1,115 SQ FT 1,140 X 2=TOTAL MITIGATION NEEDED 2,230 SQ FT TOTAL AREA MITIGATION PROPOSED ON SITE 500 SQ FT If cz> TOTAL MITIGATION PRPOSED OFF SITE 1,730 SQ FT CLEAN UP WORK AT EDGEWOOD RETENTION `` LE I C3 BASEN Qo JUN 1 6 2020 V1LLAt-;;E 0F BUILDINC'% .00 P-j 16S-6+ 14) z73 2.A20 Az 100 CA.r&I.A--n e L W .e, -------------- Voc-,K- 11 7 In>4il�rL a" ��H P 2S260- OF l-M . 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