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HomeMy WebLinkAboutBP20-146PERMIT #VmatIt SECTION TYPE OF WORI JOB LOCATION OWNER CONTRACTQ,R_ EST. COST �CO # TCO # FOOTING FOUNDATION FRAMING RGH FRAMING uP�Lac HI LOT a "! 47'� FEEJ�9i 0-"L�% DA FEE DATE __ INSP RECORD ATVP INSULATION � v c> i��-`�---- PLUMBING ------ RGH PLUMBING GAS SPRINKLER role 3, �.�1L-=---- ELECTRIC LOW -VOLT Q l _ ALARM AS BUILT FINAL _ �ioh r�eyv -fin+ f�rcr'; new wcoj �c4eYlcirs �v�+error �tHer'attor 1o�s- Pn 1/ Pao-193 pw",Q c,co)if/7 Clecly'co'co mml-�Wlmffl N �mm AS-BUILTIFINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION I5 �p�aoai MP l aq7 �lecG _14 dd,�-io�al ✓m)dp a /l� , 8-1-Parcel ID# 135.33 Rye Brook as Drive and Charles Lane. Said premises being known and designated on the tax map of the Village of he West side of Charles Lane, approximately 150 feet from the intersection of Mark zoning district on t-new wood deck, exterior and interior renovation, on property located at 2 Charles Lane, in an Rstory addition, one story rear addition, new front porch, secondin connection with the proposed 20.E, -et pursuant to Village Code § 250where the maximum allowable gross floor area is 3,221 square fe20.I(1) and (4) a gross floor area variance of 158 square feet -is 0.60 pursuant to Village Code § 250ight setback ratio variance of 0.07 where the maximum allowable front height setback ratio (3) a front he20.G(3); -5 feet where the minimum required rear yard setback is 40 feet pursuant to Village Code § 25020.G(1); (2) a rear yard setback variance of -front yard setback is 40 feet pursuant to Village Code § 250feet where the minimum required (1) a front yard setback variance of for )”Applicants“(the Todd Kaplan & Laura , an application has been made to the Zoning Board by WHEREAS RESOLUTION was prepared, and read into the record by Chairman Moscato:with conditions, , The resolutionbegan deliberation. The public portion of the meeting was closed and the Board s to minimize the variance requestsor their effortairman Moscato thanked the applicants f Ch changes to the roofline. discussed the height setback ratio and the The Board to 2.5' (6.25%).(10%) from 4'porch has been reduced in depth by 1'6". The result is a decrease in the required variance the front noted that, and ieri presented the revised plans. Mr. the previous meetingthe Board at from response to comments he changes were made inHe stated that tthe plans. , and the proposed changes to cantsthe needs of the appli the variances that were required,with a review of the application. He refreshed the Board's memory regarding presentation began his architect for the applicants, addressed the Board. the Justin Minieri, interior renovation.ront porch, new wood deck, exterior and f Construct a 2nd story addition, one story rear addition, new 2 Charles Lane Todd Kaplan & Laura Kaplan by the Applicant) and 12/3/2019 from 11/5/2019 012 (Adjourned-19# 1.1. meetings., 2019 th and December 3rdthe November 5 adjourned fromhat this matter was agenda. He noted t Chairman Moscato called for the first item on the 4of 2Page 2020, January 7 Zoning Board of Appeals application.application and consultant fees incurred by the Village in connection with the review of this No permit or certificate of occupancy shall be issued until the Applicants have paid in full all 1. conditions: to the following , is hereby GRANTED, subject 20.E-square feet pursuant to Village Code § 250a gross floor area variance of 158 square feet where the maximum allowable gross floor area is 3,221 20.I(1) and (4) -nt height setback ratio is 0.60 pursuant to Village Code § 250the maximum allowable fro20.G(3); (3) a front height setback ratio variance of 0.07 where -40 feet pursuant to Village Code § 25020.G(1); (2) a rear yard setback variance of 5 feet where the minimum required rear yard setback is -uant to Village Code § variance of 4 feet where the minimum required front yard setback is 40 feet pursfor (1) a front yard setback that said application ,NOW, THEREFORE, BE IT RESOLVED created.-IS self sThe need for the variance 5) vironmental conditions of the neighborhood; andenWILL NOT create any adverse impacts to the physical or sThe variance 4) substantial; sThe variance 3) ;sfeasible for the Applicants to pursue, that does not require the varianceThe benefit the Applicants seek CANNOT be achieved through another method, 2) ; neighborhoodWILL NOT create an adverse impact to the character of the sThe variance 1) Rye Brook Code, finds with respect to the variance that:\[e\] of the -13(G)(2)(b)\[2\]\[a\]-concerned, and upon considering each of the factors set forth at Section 250hborhood , the Board, from the application, after viewing the premises and neig WHEREAS Environmental Quality Review Act, and accordingly, no further environmental review is required; andthe proposed action is a Type II Action pursuant to the New York State HEREAS, W ; andJanuary 7, 2020, the Board closed the public hearing on WHEREAS such opportunity; and, at which time all those wishing to be heard on the application were given continued to January 7, 2020December 3, 2019 and hearing on the application was held a duly advertised public WHEREAS, 4of 3Page 2020, January 7 Zoning Board of Appeals eting was adjourned.. On a motion and a second, the medjournaotion to There being no further business before the Board, Chairman Moscato called for a m ayes to zero nays. fivery was approved on a vote of as previously amended. The Summa Chairman Moscato called for a motion to Approve the Summary 2019 Zoning Board Summary the December 3, Approval of 2.1. em on the agenda was called before the Board: The final it ayes and zero nays. The resolution was adopted by a vote of f Voting: Joel Simon Voting: Jamie Schutzer Voting: Don Moscato Voting: Glen Brettschneider Voting: Aye Steven Berger called the roll:hairman Moscato C 4of 4Page 2020, January 7 Zoning Board of Appeals . variances front porch, and setbackcompared the existing home and the proposed construction, he reviewed the elevation, rear deck, he home. Mr. Minieri itchen, and will not increase the current footprint of tkom and roiving lbeing relocated and the kitchen was being expanded. The second floor addition will be above the He noted that the front door was each of the variances. the proposed construction and reviewed November meeting and, at the applicants' request, was adjourned to the December meeting.enda for the Mr. Minieri noted that the application was initially on the Zoning Board's ag four variances. sication require. The applpaces powder room, and storageto construct an additional bedroom, enlarge the kitchen, add a foyer and proper entryway, a are proposing additional living space. In order to meet their needs the applicants sneed ago,, who purchased the home five years family The home is a split level home and this growingMr. Minieri began his presentation with a summary of the proposal now before the Board. and available to answer questions. applicants, Todd and Laura Kaplan, were in attendancethe Board. He noted that the architect for the applicants, addressed the Justin Minieri, ront porch, new wood deck, exterior and interior renovation.f Construct a 2nd story addition, one story rear addition, new 2 Charles Lane KaplanTodd Kaplan & Laura 012 (Adjourned from 11/5/2019 by the Applicant)-19# 1.1. the November 5, 2019 at the applicant's request. adjourned fromhat this matter was agenda. He noted t Chairman Moscato called for the first item on the n.applicatiocome to the podium, use the microphone, state their name, address, and the nature of the to Heiser. He instructed anyone addressing the BoardDavid the Board of Trustees, Trustee ced the members of the Board, Village staff, and the liaison from introdu Chairman Moscato adjournment.applicants would be asked if they wished to proceed or if they preferred to request an before the Board would be called upon in the order of the agenda and, at that time, the the Board in attendance. Each application meeting when there may be five members of opportunity to adjourn to the January, 2020The applicants were offered the .granteda quorum, all applicants would require three votes in the affirmative for variances to be He explained that although there was .of the five members in attendancefour leaving only excused from the meeting, Joel Simon wasZoning Board of Appeals. He noted that Mr. , 2019 meeting of the 3Chairman Don Moscato welcomed everyone to the December 6of 2Page 2019December 3, Zoning Board of Appeals granted, which was to the January 2020 meeting adjournment. The applicants requested an varianceto eliminate the requested submit a plan showing the reduction in the height of the roofthat the architect . He asked go back and review the plans to reduce the variances requestedChairman Moscato noted that the consensus of the Board was to request that the applicant of the variances requested were considered and balanced with the needs of his family.size noted that his neighbors have written to the Village in support of his application.addressed the Board. He , the applicant,20 zone. Mr. Kaplan-that would better fit in the R15 zone and the applicants were looking to create a home -that this is an RMoscato noted noted that four variances was a considerable amount. Chairman Brettschneider Mr. Glenn neighbors have submitted letters in support of the application. everal of the surrounding , and he pointed out that sn the character of the neighborhoodothe configuration of the home. He felt that none of the required variances would have an effect Mr. Minieri noted that the variances are small and when he attempted to reduce them, it effected story entrance foyer of 8.4 square feet. -ea but it is a 2counts as floor arthe foyer It was noted thatore a gross floor area variance of 158 square feet is requested. Therefsquare feet. The proposed additions will result in a gross floor area of 3,379 square feet. e maximum allowable gross floor area is 3,221 Thgross floor area. The final variance is for the not be as pleasing. noted that the variance has to do with the peak of the roof. If reduced, the visual effect would be Mr. Minieri was asked if there was a way to reduce the size of this variance. He of the roof. he variance pertains to the peak is not additional living space. T which is approximately 4'. Thisd the height of the attic space, neighbors. The Board discussed the window near the roofline anverwhelming increase and will not adversely affect the This is not an o .07. 0 required iseight setback. The variance rd variance has to do with the maximum allowable front hThe thi kyard. proposed deck is a welcomed transition from the living space of the home to the bacThe of the house. lengthhe deck will not run the Mr. Minieri noted that tthat is 14 feet wideto construct a wood deck variancefoot d the applicants are looking for a 5an setback is 40 feete. The rear yard useabl constructed without a variance, however a deck that size would not bewide deck may be -foot The second variance required has to do with the rear wood deck. A 9 feet is required. variance of 4 nt yard setback porch will result in a front yard setback of 36 feet. Therefore a frohe minimum required front yard setback is 40 feet. The proposed front It was noted that tyard. ir front porch and the extend the length of the home, but will afford the family use of thenot . The porch will croach on the front yard setbackHe noted that the proposed front porch will en 6of 3Page 2019December 3, Zoning Board of Appeals 13.H; and-§ 250 Village CodeOctober 3, 2018 pursuant to d onexpire approvals varianceoriginal the WHEREAS, ; and10.2-l-ook as Parcel ID# 141.27Brd designated on the tax map of the Village of Rye Division Street. Said premises being known anof Division Street, approximately 200 feet from the intersection of Bowman Avenue and F zoning district on the West side -dwelling, on property located at 26 Division Street, in an R2the proposed new two family 6.G(1)(c)\[2\],in connection with --pursuant to Village Code §family dwelling is five (5) -street parking spaces for two-the minimum required number of offstreet parking space variance where -37.D; and (2) a single off-pursuant to Village Code §250is 30% coverage variance where the maximum allowable front yard impervious coverage ) (1) a 10.14% front yard impervious ”Applicant“granted 44 Fawcett Holding Corp (the , on April 3, 2018 the Village of Rye Brook Zoning Board of Appeals WHEREAS RESOLUTION tion:Chairman Moscato read the following resolu Board was that it was reasonable and should be granted. The consensus of the that the request was reasonable. ls, Esq., Village Counsel, statedGamiith the Village's Building Inspector, Mr. Michael Izzo. Drew applicants have been working wreceived in connection with the construction on 26 Division Street. It was noted that the Board. He noted that the applicants were requesting an additional extension of the approval addressed the m the firm of Cuddy & Feder, Leonard Cohen, The applicants' legal counsel 13.H. -Zoning variance, Village Code §250 extension of approval of tReques 26 Division Street 44 Fawcett Holding Corp. 003 - The second matter on the agenda was called before the Board. 6of 4Page 2019December 3, Zoning Board of Appeals ExcusedVoting: Joel Simon Voting: Jamie Schutzer Voting: Aye Don Moscato Voting: Aye Glen Brettschneider Voting: Aye Steven Berger hairman Moscato called the roll:C . 20, 20June 4 unless a building permit is issued prior to 20, 20June 4at 26 Division Street to expire on located Board hereby grants a six (6) month extension of the variances referenced herein for property that the Village of Rye Brook Zoning ,NOW, THEREFORE, BE IT RESOLVED ent and staging plan in order to obtain a building permit and commence constructionmanagemaddress comments provided by the Building Inspector with respect to the required construction since that time, the Applicant has filed the building permit application and is working to ,2018 in Junerelated Planning Board approvals for this matter obtained the , the Applicant WHEREAS demonstrates that there is a good cause for an extension; and if the applicant x (6) months grant an extension of the variance approval for an additional si13.H to -Board has the authority pursuant to Village Code § 250, the Zoning WHEREAS extension of the variances; and additional requesting an October 25, 2019 , the Zoning Board is in receipt of a letter from Anthony B. Gioffre III dated WHEREAS on the variances referenced herein to expire on December 4, 2019; and (6) month extension , on June 4, 2019, the Zoning Board granted the Applicant an additional six WHEREAS month extension of the variances referenced herein to expire on May 6, 2019; and on November 6, 2018, the Zoning Board granted the Applicant a six (6) WHEREAS, 6of 5Page 2019December 3, Zoning Board of Appeals a motion and a second, the meeting was adjourned at 9:00 p.m.. On djournaotion to There being no further business before the Board, Chairman Moscato called for a m four ayes to zero nays. as previously amended. The Summary was approved on a vote of Chairman Moscato called for a motion to Approve the Summary November 5, 2019 Zoning Board Summary Approval of 2.1. The final item on the agenda was reviewed: The resolution was adopted by a vote of four ayes and zero nays. 6of 6Page 2019December 3, Zoning Board of Appeals In response to concerns minimum required front yard setback is 30 feet t where theance of 13.8 front yard pool setback varithe applicants require a ,order to move forwardBoard that this is a corner lot, and therefore it is considered to have two front yards. In . He reminded the opted to move forward with his presentation. Hirsch, the applicant, Mr been amended and the impervious surface variance request has been removed. October meeting, and this was a continuation of the Public Hearing. The application has Drew Gamils, Esq., Village Counsel, noted that this matter was before the Board at the ground pool-in-Install a new semi 1 Beacon Lane Hirsch-Scott Hirsch and Christine 011 -#19 1.1. e called for item #1 on the agenda:H application. the podium, use the microphone, state their name, address, and the nature of the anyone addressing the Board come to instructed , Trustee Heiser.f TrusteesBoard otaff, and the liaison from the sintroduced the members of the Board, Village Simon request an adjournmewished to proceed or if they preferred to be asked if they ould wthe applicants , at that time,upon in the order of the agenda alled members of the Board in attendance. Each application before the Board would be cbe five were offered the opportunity to adjourn to the December meeting when there The applicants . require all three votes in the affirmative for variances to be granted wouldthere was a quorum, all applicants lthough attendance at this meeting. He explained that amembers of the five three only , leaving excused from the meetingBerger were both and Mr. Steven othe Zoning Board of Appeals. He noted that Chairman Donald MoscatActing Chairman Joel Simon welcomed everyone to the November 5, 2019 meeting of David Heiser LIAISON: TRUSTEE BOARD OF anagerM erviceSeifert, Communication Services Coordinator/Digital SFred Drew Gamils, Esq., Village Counsel Building & Fire InspectorAssistant , Steven Fews STAFF: Steven Berger Donald Moscato, Chairman Excused: Joel Simon, Acting Chairman Jamie Schutzer Glenn Brettschneider BOARD: 10of 2Page November 5, 2019 Zoning Board of Appeals Environmental Quality Review Act, and accordingly, no further environmental review is required; York State the proposed action is a Type II Action pursuant to the New WHEREAS, , 2019; andNovember 5, the Board closed the public hearing on application were given such opportunity; and, at which time all those wishing to be heard on the November 5, 2019 and continued to a duly advertised public hearing on the application was held October 1, 2019 WHEREAS, ; and 11-1-Parcel ID# 135.58 of Rye Brook as Said premises being known and designated on the tax map of the Village Road and Beacon Lane.ction of Wilton , at the interseBeacon Lane 10 zoning district on the North side of-in an R ,Lanein ground pool, on property located at 1 Beacon -22.G, in connection with the proposed semi-7.E and 223-required front yard setback is 30 feet pursuant to Village Code §§ 224 minimumsetback on both the front and side yards as defined in the Chapter 250, Zoning, as such, the where, on a corner lot, a pool erected on the side yard facing the street shall require the front yard for a front yard pool setback variance of 13.8 feet )”Applicants“(the Hirsch-Christine StaegerScott Hirsch & , an application has been made to the Zoning Board by RESOLUTION Simon read the following resolution:conclusion Mr. close the public portion of the hearing. The Board deliberated, and at the Simon called for a motion and a second to Mr. no additional questions from the Board, and there were expressed his support. As no other residents wished to address the Board, and the Board edaddressproperty The property owner to the left of the applicants' public wishing to address the application in support or opposition. There were no additional questions from the Board. Mr. Simon called for members of the st neighbor. closegave him the name of the and meant red dotted line on the plans . She provided an explanation of what the SchutzerMr. the questions raised Hirsch, applicant, addressed the Board to respond to -Christine Staeger questions about the plans. d some Mr. Jamie Schutzer raise surface variance is no longer required. imperviousamended and the wereexpressed by the Board at the previous meeting, the plans 10of 3Page November 5, 2019 Zoning Board of Appeals The resolution was adopted by a vote of three ayes and zero nays. Voting: Aye Joel Simon Voting: Aye Jamie Schutzer Voting: Excused Don Moscato Aye Voting: Glen Brettschneider Voting: Excused Steven Berger called the roll: Simonhairman CActing review of this application.full all application and consultant fees incurred by the Village in connection with the ued until the Applicants have paid in No permit or certificate of occupancy shall be iss 1. 22.G, is hereby GRANTED, subject to the following conditions: -7.E and 223-Chapter 250, Zoning, as such, the minimum required front yard setback is 30 feet pursuant to §§ d side yards as defined in the street shall require the front yard setback on both the front ansetback variance of 13.8 feet where, on a corner lot, a pool erected on the side yard facing the that said application for a front yard pool ,NOW, THEREFORE, BE IT RESOLVED created.-IS self The need for the variance 5) environmental conditions of the neighborhood; andThe variance WILL NOT create any adverse impacts to the physical or 4) substantial; ISThe variance 3) variance;method, feasible for the Applicants to pursue, that does not require the The benefit the Applicants seek CANNOT be achieved through another 2) neighborhood; The variance WILL NOT create an adverse impact to the character of the 1) \[e\] of the Rye Brook Code, finds with respect to the variance that:-13(G)(2)(b)\[2\]\[a\]-th at Section 250neighborhood concerned, and upon considering each of the factors set for, the Board, from the application, after viewing the premises and 10of 4Page November 5, 2019 Zoning Board of Appeals ’’in connection with the proposed legalization of an existing rear 8 ,6.B(1)(h)- Code §llage pursuant to Vifeet where the minimum required setback for an accessory building is 5 feet an accessory building side yard setback variance of 4.5 for )”Applicants“(the Margherita TucciMichael Tucci & , an application has been made to the Zoning Board by RESOLUTION Boards when reviewing applications, Mr. Simon read the following resolution: closed and the Board began deliberation. After reviewing the five factors used by Zoning the public portion of the meeting was pplication. There being no one, opposition to the aMr. Simon called for members of the public wishing to address the Board in support or Tucci agreed. n on the variance. Mr. a conditio applicants were asked if they were willing to acceptThe owner to come back to the ZBA for a new variance to construct a new shed.adding a condition to restrict the variance to this shed and to require any future property The Board discussed .e footprintkind on the sam-applicant to construct a new shed inthe resolution as drafted would allow the conform to zoning. Attorney Gamils stated that Village's Code. He felt that if the shed was going to be taken down or replaced it should in compliance with the would need to be ny new construction , meaning that aconstructionnew . The condition should also includewould have to come before the Boardreplaced the applicants ever include a condition that if the shed was the resolution should , he felt that variancethis the consensus of the Board was to grantMr. Simon stated that was there before Mr. Tucci purchased the propertyhis knowledge the shed best of the He stated that story addition when the encroachment was noticed. -legalize a onettempting to athat Mr. Tucci was pointed outSteven Fews, Assistant Building Inspector, Photos of the shed were presented to the Board. 1998. before shed is in good condition and sits on a cement slab. It has been in existence since wood .5 feet is required. The .5 feet from the property line. A side yard setback variance of 4, sits purchased the home Tuccisproperty. The shed, which was on the property when the he applicants are before the Board requesting a variance for a shed on the t was noted that chose to move forward and did not request an adjournment to the December meeting. Mr. Tucci addressed the Board. and Mr. Michael Tucci The attorney for the applicants shed x 8'rear story elevated addition and -Legalize rear one 226 South Ridge Street Michael Tucci & Margherita Tucci 010-#19 1.2 10of 5Page November 5, 2019 Zoning Board of Appeals review of this application.full all application and consultant fees incurred by the Village in connection with the No permit or certificate of occupancy shall be issued until the Applicants have paid in 1. ject to the following conditions: , is hereby GRANTED, 6.B(1)(h)-accessory building is 5 feet pursuant to Village Code § 250building side yard setback variance of 4.5 feet where the minimum required setback for an for an accessory that said application ,NOW, THEREFORE, BE IT RESOLVED created.-IS NOT self The need for the variance 5) environmental conditions of the neighborhood; andThe variance WILL NOT create any adverse impacts to the physical or 4) substantial; ISThe variance 3) variance;the Applicants to pursue, that does not require the method, feasible forThe benefit the Applicants seek CANNOT be achieved through another 2) neighborhood; The variance WILL NOT create an adverse impact to the character of the 1) \[e\] of the Rye Brook Code, finds with respect to the variance that:-G)(2)(b)\[2\]\[a\]-neighborhood concerned, and upon considering each of the factors set forth at Section 250, the Board, from the application, after viewing the premises and tal Quality Review Act, and accordingly, no further environmental review is required; Environmenthe proposed action is a Type II Action pursuant to the New York State WHEREAS, , 2019; andNovember 5, the Board closed the public hearing on which time all those wishing to be heard on the application were given such opportunity; , at2019November 5, a duly advertised public hearing on the application was held WHEREAS, ; and 34-2-Parcel ID# 141.35 Brook as Ridge Street. Said premises being known and designated on the tax map of the Village of Rye section of Crescent Place and South of South Ridge Street, approximately 50 feet from the interF zoning district on the West side -shed, on property located at 226 South Ridge Street, in an R2 10of 6Page November 5, 2019 Zoning Board of Appeals John and Christina are siblings that inherited the home from their by noting that He began his presentation matter be heard and not adjourned to the December meeting. On behalf of the applicants he asked that the Village in connection with this matter. was sent to the from his firm noted that correspondence questions. Attorney Feinsteinnd available to answer a Mr. Touri was also presentlegal counsel for the applicants. Steven D. Feinstein, Esq. from the firm of Feinstein & Naishtut, addressed the Board as Permit #1413 dated 8/22/1966 Building story attached garage constructed under -Legalize the one 84 Hillcrest Avenue Jr. & Christina TouriJohn J. Touri, 013-#19 1.4 called for the next item on the agenda:Mr. Simon with the consensus of the Board, to the December 3, 2019 meeting.application was adjourned at the request of the applicant, and isMr. Simon noted that th xterior and interior renovationporch, new wood deck, e front Construct a 2nd story addition, one story rear addition, new 2 Charles Lane Adjourned by Applicant to 12/3/2019)( KaplanTodd Kaplan & Laura 012-#19 1.3 The resolution was adopted by a vote of three ayes and zero nays. Voting: Aye Joel Simon Voting: Aye Jamie Schutzer Voting: Excused Don Moscato Voting: Aye Glen Brettschneider Voting: Excused Steven Berger called the roll: Simonhairman CActing with the applicable minimum setback requirements. resolution. If such shed is to be replaced or rebuilt the shed must be placed to comply ll apply to the 8 foot by 10 foot shed existing as of the date of this This variance sha 2. 10of 7Page November 5, 2019 Zoning Board of Appeals within the setback in the future. the consensus of the Board was that granting the variance would not allow construction ,setbackin the buildan applicants' ability to ional discussion regarding garage. After additfor a variance for the he request before the Board isShe stated that thouses is 8 feet. he setback for that the 6 foot setback is specific to garages. T Attorney Gamils pointed out variance was issued for the garage. e aware that a he buyer will bMr. Simon also noted that tthe home without this variance. he applicants cannot sell It was noted that tthis would not be an issue. the property line,from been constructed 3 feet furtherIf the garage had initially ge staff and Boards.Villaapply for a building permit and the new construction would be reviewed by required to made, or if the size of the garage is increased, the owners of the property would be If any changes are , it could be rebuilt in the exact same footprint. ver reasonfor whate the garage were to be demolishedat a later date would be for the garage as it is now. If the variance of the garage and, if granted,Nothing was being done to increase the size nce is for the existing garage that has been there for many years. that the variaresponded future owners of the home the ability to build within the 3 foot setback. Mr. Simon requested clarification as to why the variance would not allow the new or Ms. Latella esand additional varianc construction on the property would require a permitand any subsequent that the variance is specific to the existing garage structureAttorney Gamils both reiterated definitely have an adverse effect. Attorney Feinstein andis would 3 foot setback. Thnew to build within the setback for the entire length of the increased, or a deck or other structure was added, the variance would allow the applicants f the house was expanded in the future, the size of the garage r understanding that iwas hedverse impact on her property. It granting this variance would create an aunderstood it, as she since this application Neuton Avenue. She expressed her concern surrounding er property is located at 205 She noted that haddressed the Board. ,ropertyapplicants' phe property owner to the rear of the Lisa Latella, topposition to the application. Mr. Simon called for members of the public wishing to address the Board in support or building permit.ucture would require that the property owner request a garage and any changes to that strfor the existing specificallysetback. He pointed out that the variance would be granted Latella, who expressed her concern surrounding additional future construction within the s received from an adjacent neighbor, Lisa Attorney Feinstein noted that a letter wa constructed within the rear yard setback and a variance of 3 feet is required. that the garage was , from the Building Department, learnedthey whensell the property attempted to garage in 1966. The applicants story-father, Mr. Mendicino, built a onegrandgrandfather approximately three years ago. After obtaining a building permit, the 10of 8Page November 5, 2019 Zoning Board of Appeals created.-The need for the variance IS NOT self 5) onditions of the neighborhood; andenvironmental cThe variance WILL NOT create any adverse impacts to the physical or 4) substantial; ISThe variance 3) variance;method, feasible for the Applicants to pursue, that does not require the nefit the Applicants seek CANNOT be achieved through another The be 2) neighborhood; The variance WILL NOT create an adverse impact to the character of the 1) \[e\] of the Rye Brook Code, finds with respect to the variance that:-13(G)(2)(b)\[2\]\[a\]-concerned, and upon considering each of the factors set forth at Section 250 neighborhood, the Board, from the application, after viewing the premises and Environmental Quality Review Act, and accordingly, no further environmental review is required; the proposed action is a Type II Action pursuant to the New York State WHEREAS, , 2019; andNovember 5, the Board closed the public hearing on , at which time all those wishing to be heard on the application were given such opportunity; 2019November 5, a duly advertised public hearing on the application was held WHEREAS, , 1-1-Parcel ID# 135.68 designated on the tax map of the Village of Rye Brook as Neuton Avenue and Hillcrest Avenue. Said premises being known and from the intersection ofllcrest Avenue, approximately 108 feet F zoning district on the West side of Hi-Avenue, in an R2constructed under Building Permit #1413 dated 8/22/1966, on property located at 84 Hillcrest story attached garage -in connection with the proposed legalization of the one 25.G(2)(a),-§ 250lage Code attached garage where the minimum required side yard setback is 6 feet pursuant to Vilstory -a side yard setback variance of 3 feet for the one )”Applicants“(the Christina Touri John J. Touri Jr. & , an application has been made to the Zoning Board by RESOLUTION following resolution: five factors used by Zoning Boards when reviewing applications, Mr. Simon read the was closed and the Board began deliberation. After reviewing the hearingportion of the ress the Board, the public wishing to addthe public of sThere being no other member 10of 9Page November 5, 2019 Zoning Board of Appeals second and the meeting was adjourned. There being no further business before the Board, Mr. Simon called for a motion and a Board approved the summary as previously amended.second, the and changes were made. As there were no additional changes, on a motion and a iewed and commented on the Summary Mr. Simon noted that the Board has rev Approval of the October 1, 2019 Zoning Board Summary 2.1 SUMMARY APPROVALS: 2. The final matter on the agenda was called: The resolution was adopted by a vote of three ayes and zero nays. Voting: Aye Joel Simon Voting: Aye Jamie Schutzer Voting: Excused Don Moscato Voting: Aye Glen Brettschneider Voting: Excused Steven Berger called the roll: Simonhairman CActing review of this application.e Village in connection with the full all application and consultant fees incurred by thNo permit or certificate of occupancy shall be issued until the Applicants have paid in 1. following conditions: , is hereby GRANTED, subject to the 25.G(2)(a)-ck is 6 feet pursuant to Village Code § 250setbastory attached garage where the minimum required side yard -variance of 3 feet for the onea side yard setback that said application ,NOW, THEREFORE, BE IT RESOLVED 10of 10Page November 5, 2019 Zoning Board of Appeals FLOOR PLANS SHEET INDEX FIRST FLOOR ELEV.: 200.05' AVERAGE NATURAL GRADE: 195.22' NO. DRAWING NO. DRAWING vm SPACE CEILING ELEVATION CEILING HT.ABOVE GRADE CODE A01 TITLE SH EET A13 FRAMING LAYOUT(FLOOR) 0 A 202.28' 7.W >_s.w A02 SITE PLAN A14 FRAMING LAYOUT(CEILING) 0 Aar. Br PnSTEO3.9r <s 03 HEIGHT/SETBACK RATIO PLAN A15 FRAMING LAYOUT(ROOF) _ B 199.13 _ � NOT TO SCALE) A04 DEMOLITION PLAN(BASEMENT) A16 ELEVATIONS >' � PERMANENT CONSTRUCTION ( � WITH A T10N SIGN; ---------- 0 TYPE IDENTIFICATION A05 DEMOLITION PLAN(FIRST FLOOR) A17 ELEVATIONS A06 FOUNDATION PLAN A18 ELEVATIONS �� ` �I •a�'•' A07 FOUNDATION DETAILS A19 ELEVATIONS waftA08 FOUNDATION DETAILS A20 WINDOW&DOOR SCHEDULE �,Ap �Ry A09 BASEMENT FLOOR PLAN A21 A22 A23 A24 DETAILS PRIOR TO THE ISSUANCE KaiD n �pP G ;r AS REQUIRED BY NY ST - A10 FIRST FLOOR PLAN E01 ELECTRICAL FIXTt1RE LAYOUT 1 P� All SECOND FLOOR PLAN E02 ELECTRICAL FIXTURE LAYOUT w I S 020 L-------- All FRAMING LAYOUT(FLOOR) E03 ELECTRICAL FIXTURE LAYOUT � FE6 18 2020 ��� STATEMENT OF COMPLLANCEP LAN .� BASEMENT FLOOR: 778 s.F. THE ARCHTiE{.T,jUSTQN F.MQNIERL A.I.A.(N.YS.VG N0.18332)HAS PREPARED THE CONSTRUCTION DDCUMENTS,WRTi'iEIN 6t FIGURATIVELY IN DATED - r COMPLIANCE WIN THE LATEST APPLICABLE SECTIONS OF LOCAL.AND STATE BUILDING CODES:2015 MC&2017 NYS SUPPLEMENT. �0 r K 4d ----� a 0-a Pl ` X REQUIRED SYMBOL TRUSS IDENTIFICATION SIGN Q� a� _ ,, v •THE SIGN SHALL BE IN CONFORMANCE WTIH NYCRR SECTION INS FOR ONE&TWO FAMILY DWELLINGS. F R •THE SIGN SHALL BE SECURELY AFFD�D TO THE IXf ERIOR ELECTRIC METER OR AN ALTERNATE LOCATION APPROVED BY CODE. WHENEVER IT IS NOT POSSIBLE To Do So.REVIEW LOCTION WITH THE BUILDING OFFICIAL PRIORI TO INSTALLATION. GENERAL NOTES 0 1 11 111 F-I I J I I I I I I ji I I I 1 11 1 IT I0 .0 1.THE PLANS AND SPECXFICATN FOR THE PROPOSED SCOPE OF WORK HAS BEEN DESIGNED AND SHALL BE EXECUTED$Y ALL PARTIES CONCERNED .O _ IN COMPLIANCE WITH THE 2016 NYS RESIDENTUL CODE(2015 IRC AS AMENDED BY THE 2017 NY5 UNIFORM CODE SIJPPLEMLTTi�2014 NEC AND r� Sv OI I IT 1 11 11 11 11 LOCAL MUNICIPAL CODE AS WELL ALL APPLIGIBALE RULES&REGULATIONS 2.G.G SHALL REVIEW PLANS AND SPECIFICATIONS PRIOR TO START OF WORK ARCHITECT SHALL BE IMMEDIATELY NOTIFIED OF ANY DISCREPANCY ,N OR 3. DO NOT SCALE DRAW[tNfls►Usfi WRTT'TEN DIMQJSIONS LARGE SCA1B DFTAt1.S AND DRAWQNGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. ON FIRST FLOOR:R: 1 s.F. 4. G.C.SHALL INCLUDE ALL LABOR MATERIAL,AND EQUIPMENT FOR ALL SHOWN OR SPECIFIED,04CLUDM TEMPORARY FACILITIES AND/OR ,gV R�Q O ,�'�� SUPPORTINGSTRUCTURES.icol S. O.C.SHALL.BE Rmvom®LE TO SECURE ALL PERMITS FOR CONSTRUCTION. E �N 0 Cd 6.G.C.SHALL oerAnN THE CERTIFICATE of 00(.1,JPANCY UPON COMPLETION OF WORK AND SUBMIT TO OWNER. �+ 7.G.G SHALL CHECK ALL F�STINO CONDITIONS PRIOR TO START OF WORK G.C.SHALL BE RESPONSIBLE TO VERIFY THE LOCATION OF ALL VISIBLE a (, IJITTi i AND NON•Vi LE UTILITY SERVICES. 0 V 8.ALL LABOR.MATB LLRRAL4.AND CONSTRUCTION SHA COMPLY AND CONFORM WITH ALL RULES.REGIMTIONS.CODES AND ORDWAMM OF ALL W N FEDERAL,STATE AND AND LOCAL AUTHORITIES HAVING JURISDICTION OVER THE WORK 9.THE O.C.SHALL KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIAL AND RUBBISH.IMPLEMOM AND SURPLUS MATERIALS.AND -, LEAVE THE BUILDING BROOM CLEAN. 11 11111 111111 11 11 11 1111 --- 10.O.C.SHALL PROVIDE UNDERSIAB PERFORATED PVC PIPING FOR FUTURE RADON MITIGATION IFAPPLICABLE.PIPING SHALL BE PLACED BENEATHl -- ALL SLABS MASEMENT AND CRAWL SPACE).G.G SHALL BE RESPONSIBLE FOR ALL RADON TESTIM IT 11 Li L11.THE H VAG SYSTEM SHALL BE DESIGNED BY A QUALIFIED.CERTIFIED H.VAC.CONTRACTOR AND/OR MECHANICAL ENGINEER RETAINED BY THE O.C. - ALL APPROVALS SHALL BE OBTAINED BY THE G.G L 2.ALL ELECTRICAL WORK SHALL BE DONE iN STRICT ACCORDANCE WRH LOCAL&NATIONAL FIRE UNDERWRITER CODES&LOCAL UTILITY CO.11 IT 11 11 TT_ -FF-J _T 1 IT 11 H FT7Ff ITT`rr� 13.A MINIMUM OF 74 PERCENT OF THE LAMPS IN PERMANENTLY IINSTALLED LIGHTING F0f URES ARE HIGH EFFICACY LAMPS PER 404.1 OF 2015 ENERGY CONSERVATION CONSTRUCTION CODE OF N.Y.S. SECOND FLOOR: 855 s.F. 14.G.G SHALL INSTALL A COMPLETE S AM AND CARBON MOM)=ALARM SYSTEM THROUGHOUT HOUSE.PROVIDE A S IAM ALARM UNIT IN EACH SMOTE AM CARBON MONOXIDE ALARMS BEDROOM AND SMOKIVCARBON ALARMO ON EACH FLOOR INCLUDING SHALL HARD WIRED WITH BATTETERYYBBACK IN-ALARMS SHALL RESIDENTIAL SD &TANEO�ONY R 317.1.1. � z BUT DISTINCTIVE ALARM SIGNAL SHALL BE USED TO DIFFERENTIATE EACH TYPE OF ALARM.ALARMS SHALL BE CODE APPROVED AND U.L LISTED. z DESIGN LOADS MATERIAL STRENGTHS Sm BFARWG: 4000 PSF CONCRETE: 4000 PSI �7 O a, FLOOR: 60 PSF(40 L+20 D) DaAENSiONAL U.T►481?R: 9S0 PS! a ATTIC WC AND GREATER HEADROOM) 45 PSF(30 L+IS D) ENOI VEERED LUMBEIL ATTIC:(LESS THAN 4'4'HFADROONrO 30 PSF 00 L•10 D) •GLULAM 2400 PSI UNFINISHED ROOF:(SNOW LOAD) 60 PSF(45 L•15 D) •LAMINATED VENEER 2600 PST PORCH&DECK: 70 PSF(W L+10 D) •PARALLEL.STRAND LUMBER 29W PSI GUARDRAILS&HANDRAILS: 20D PLF STRUCTURAL.STEEL: PSI 2015 IECC&2016 ECNYS SUPPLEMENT Hu ATTIC FLOOR: 0 S.F. BUaDWG T M ONE&TWO FAMILY DWEL1M OEM TEMPERATURE: 0 DEGREES F./72 DEGREES F. DEMON DEGREE DAYS: 5000.6000 CODE oisum METHOD:CHAPTER 4s my mwTIVE (SECTIONS 402.1 ). TABIE 402.11 DMIAMON AND FENESTRATION REQUIREKEM BY OOirQ'MOTrBA � GROSS FLOOR AREA SCHEDULE cuMATE FFNEST ,n N SKYuoR �TiON cEImam FRAmEE WALL WALL FLoo�c &vA `�""�""�'E` ZONE U-FACPOR� U•FACTOR SHG& &VALUE &VALUE RVALUE R VAWE RVALU$ &DEP'tJ It-VALUE C�\� ZONE: R-15 FAR: FORMULA LOT: 15,W0 SF 4A 0.35 ass 0.40 49 20a13•5 8v13 It tau .:fT 10/13 HICi MS of THE MM NNE WnA�L3ED ARE OF THETM SHALL NOT BE US Tt"�AUM SP WMM EC uo� -M W 01rL OR DEStGt�i MAXIMUM PERMI I"I D FLOOR AREA: 3,221 sF 1< D(IXEoNe SK OIfi$MAYS E10Q UD OLAZED�F7?t�'STMT 1 SN Ef 8 I THHRO'H 11 NERE TM SI♦M POR DA 1�I Z✓�9 FLOOR AREA RATIO CALCULATIONS AS CURRENTLY DEFINED IN SUCH SKYUM 5 DOES NOT 000EW M THE VILLAGE OF RYE BROOK ZONING CODE e.•�L9•i dEA G R.1S CONra�DGU ATION OiN THE D�TTEUM OIt Mn MOR OF THE HOME OR R.19 vmr WSUTATION_AJ. OFT �xr REVISIONS: ALL 1Si/19•SHALL BE MU4 TIED TO MET WITH R.13 CAVITY DM"TION ON THE WTERIOR OFTHE WALL�R4 OUS TION ON ►� EXISTING PROPOSED THE�.►u°n�OR OR E TERIO OF� �gwN VNRg10 C0NTDn XJS INSULATION ON TIHE R OR E7REAIOR DF HOME OR R13 Q MTY d& EVER J LASS WT0X 81 3 FOR HP.i 1iTs•D HE/1'IBD STABS WULATM DEPTIf.S SHALL BE THE DEfil1 OF TH$POO't1Nd OEt 1 -�--- -- BASEMENT FLOOR 778 sF 778 sF • a THERE IS NO SHOO REQUI>t$[.EM IN THE MARINE EONS. p �. FIRST FLOOR 1,696 SF 1,746 SF S THB MRST VALUE IS CAVLEY 1NSMA7WK THE SEOOND VAiJUB IS C WfD4UOUS.SO•L3•r WANs&13 CAVMV UTATTON MAM�3 OONtINL1 w TIN L THE SBOOND WVAL.UE AMIE4 WHEN MORE THAN HALF THB DORATTON IS ON THE DaMOR OF TM MASS WALL / SECOND FLOOR = 0 SF 855 SF L J(1S nN F.MINmn Am pJ.YS.uc NO.I8332 CERMY THAT TO THE BEST OF MY �` � ��3 . ) KINOWLEDGE AND B>tUEF.THESE PL�S�. SPECIFICATIONS CONFORM WiTN THE APPLICABLE SECTIONS OF THE ENERGY CONSERVATION CONSTRUCRON CODE 0SINWYORI -� - ATTIC FLOOR 0 SF 0 SF ` CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABL.E R3oWO TOTAL 2,474 sF 3,379 SF A14Qimcm OROum wDm iCE BARRIER RMD Ant MEN W RED 1MLc SHOW w"Dwm Dm SunwrTODMc MOM DESIGN HAtAM o ANNMCODE: 3,221 SF < 3,379SF ix" CAT. Tw. DWG No.IND® TEMP St438DTWO RSE BRO D• `�EATHEAWO DEPM RE OLMMTERM A01 2 Charles LarneRye �� Emirs �°°JDe DOW Brook NY SECTION:135.33 BLOCK: 1 LOT:8 � 76F YP� � 150DOR LESS Ulft �SHEET 41PaM Ka la 21 I�MPF! No No No SevERs n To HBAvr MODERATE P �/ 8052 LOCATION MAPS SCALE: lit 20 SITE PLAN SCALE: 1"= 20' GENERAL NOTES 1. Site plan is based on survey by TC Merritts Land Surveyors, 394 Bedford Road,Pleasantville,NY.10570, '0 Prepared;November 6,2018. 2. The Architect shall assume no responsibility for the accuracy of the $4 original survey.Refer to original survey for additional information. 13. The General Contractor shall strictly adhere to all rules and regulations having jurisdiction. 4. The General Contractor shall review plans and specifications prior W to start of work.Architect shall be immediately notified by the G.C. of any discrepancies. 5. The General Contractor shall be responsible to secure all required permits for construction. 6. The General Contractor shall obtain a certificate of compliance or occupancy upon completion of work and submit to the Owner. V 7. The General Contractor shall install all sedimentation and erosion control measures as required by local code prior to construction. All controls shall be maintained throughout the construction process and inspected periodically. EROSI ON CONTROL NOTES o 1. All work shall comply with local Erosion and Sediment Control Law �i s and"Westchester County's Best Management Practices Manual for V Construction Activities". 41 Cd VICINITY MAP 2. Contractor shall install all Soil Erosion and Sediment Controls before any construction operations begin and shall keep protection41 4V tV 4'E measures in place for the duration of construction.No construction — — activity shall take place downslope of the silt fence line. 3. Contractor shall inspect all protection controls and maintain the silt fence daily.Accumulated sediment behind the silt fence shall be 1 1.4 removed and disposed of in conformance with all applicable codes.4. Slopes that will remain open for more than three weeks shall be .00 94 PIe4P�OSSD protected with temporary seeding or staked netting. I V ADDITION I-STORY rem DCUC 5. Erosion control devices shall be inspected after each rainfall. "a 00711ko , Devices shall be cleaned,repaired and/or replaced as necessary. b PATIO TO W REMOVED 1 — — � 1 6. Final grades shall be established as soon as possible,top soiled and (P seeded.New turf shall be set to stabilize slopes and prevent erosion. *� 7. Contractor shall not stockpile material or park vehicles within the 0 0 PROPOSW drip line of existing trees. 0 Y NELL Theengineer/architect ma at his or her discretion require .� 1 � s-3TOI�Y Ac 8. Y m9 Q+ I , PROP+o1a additional erosion control measures throughout construction 0 U UNR orSECOND n.00R ADDITION to mitigate unforseen erosion and siltation. a N 4b�D'+/` STOOP•STIFS TO BeFEMO M 1 � — — SILT FENCE DETAIL10.000/6 s IP) �FOR414�ADDITION Ma► ► i EXISTtP16 ASPHALT ONWEWAY g �• R!'Mt01/ED •PR!'8'fAlCm SILT!'!NG! S'1RIV4�1Lla ANJ04AY TO W ,Z�Z. o L I (grA1m wo DA CFILL SLOT TO 612AL 4i•-� � =j� l.Xl�tPld alt/10C BOTTOM Or rl7rG!' � Z� •��� FLAOSTOM WA JQA4AY 011�G a,ti w N.3(r,40MI,E 11 G17' d ZONING MAP F 10 a s �T 1'l�IGC SNIILL W WT 00"ran Or CHARLES E "T"BOTTOM Or rAOMovm �l+OMI I AM �1GRAMBTIi1Q'S Bq.T mom B%%.L W M rLAAM V1WV"W WL IM V AMP RIIIP!l?W FPWR TO 7M OrAWr Illt'7I8 emm Or 101"M.f WK ZONING DATA ZONE:R-15 (ONE-FAMILY RESIDENCE) SECTION: 135.33 BLOCK: 1 LOT: 8 BULK REGULATION CODE EXISTING PROPOSED (E) EXISTING YARD SETBAGK LOT AREA MIN. 15,000 S.. 1s.0oo S.F. WC (P) PROPOSED YARD SETBA CK 1�oT avroTH MIN. 7s 120.ar we LCT COVERAGE BULLDING MAX. 16% (2.400 S.F.) 11.33%(00061v96(1.89i S�F. •ACCESSORY MAX. 3.5 (525 S.F.) N.A. IBC DATE. 12/i?,/19 • DECK MAX. 4% (600 S.F.) 0.2% (,31 ) 2.24% (337 S.F. IMPERVIOUS MAX. 5 S.F. 2,951 S.F. 1 3.197 S.F. ONS • FRONT YARD MAX. 35% (1.680 S.F.) iV.W% (822 S.F.) 19:90% (950 S.F.) �* YARD SETBACKS FRONT(1) MIN. 40 401_ 2.5RY+/.(31.5(Y) FRONT(2) MIN. 4V NA t4A SIDE MIN. 15, 26. • 26-W+A SIDE CrOrTAL) MIN. 4IY 5a.22 81,.50' REAR MIN. 40" 45.61• 35,0d - BUILDING HEIGHT ROOF MIDPOINT MAX 30' 19,-0"+/- 27'•D'+/- ggARctffmcm p ❑ STORIES MAX. 2 2 2 DWG No.WK EXISTING STRUCTURE TO REMAIN ® PROPOSED ONE STORY ADDITION PROPOSED TWO STORY ADDITION FLOOR AREA KEY ® WaSTINO STRUCTURE TO BE REMOVED r: PROPOSED IMPERVIOUS SURFACE PROPOSED SECOND STORY �C GROSS MAX- 3,221 S.F. 2,47 3,M&F. A02 ® ADDITION O¢ ADDITION �s 905 S.F. SITE PLAN UTTERS MAP REFER TO ENGINEER'S SITE PLAN FOR INFORMATION ON GRADE ELEVATIONS,DRAINAGE,UTILITIES CONNECTION,EROSION CONTROLS ETC.. KaplarV218052 • 1�0 NOT SCALE PRINTS HEIGHT SET BACK Rz 0 kTIO Mjw (A ir r v u o o I c� I I 0 o Cd AVERAGE SRADE 0 0, ,.� U s� a N mN } r�l euu.oll�ldIlk } ae el•Ir ,. I I I yy y tt�or'Nnarot� oa 5 5 �- >,� away"BULV NS W16W I I �lIeFR Will! E D . \ I 0 I 12,/12/19 1'lllbT MOORZpp,pa_ �OOrOd' P"IR9T FLOOR ®® ®®®® J \ ,��,• 1 / 1r13.Y21 I r���Y'l�~�':iif�i!'•��'►l,.�itti•4i�!'i.�..;.{��1 f�,; 1 M4.00 I --DOI NIbAO MMM-Z 183 2 DWG No. � ZONE.* R 15FRONT . A03 SIDETI0 1 .60 SCALE. a� HSR Kaplan/218052 FGENERAL NOTES 1.GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO ALL RULES AND REGULATIONS HAVING JURISDICRON. O 2.GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO CHECK O AND VERIFY ALL Vasirmo OONDIRONS INCLUDING CONCEALED AREAS IF POSSIBLE,PRIOR TO START OF WORK 3.G.C.SHALL LOCATE AND IDENTIFY UNDERC3ROUND UTILITY LINES,IF ANY,PRIOR TO START OF BXCAVA170N.G.C.SHALL BE RESPONSIBLE TO REPAIR DAMAGED OR QTERRUVMD SERVICES RESULTING FROM THE WORK BEING PERFORMED. 4.G.C.SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCY AND/OR DISCOVERY OF AN UNKNOWN CONDITION. S.MATERIALS OR ITEMS NOTED TO BE REUSED.SHALL BE CAREFULLY REMOVED,PROTECTED AND STORED ON SITE. 6.O.C.SHALL OBTAIN FROM THE OWNER A LIST OF rnRAS.IF ANY.TO BE SALVAGED AND CLAIMED BY THE OWNER.ITEMS SHALL BE STORED AND PROTECTED ON SITE UNLESS lRawlOve CHI I C.414r LOVER OTHERWISE DIRECTED BY THE OWNER. STPLrDI C ASOVC 7.O.C.SHALL PROVIDE REQUIRED SHORING.BRACING, TEMPORARY RAILS,FENCES,AND ENCLOSURES AS REQUIRED UP TO MAINTAIN PUBLIC SAFETY CONTINUOUSLY DURING CONSTRUCTION. CAM OW TlON OP MUNDA110N S.PROVIDE TARPS AS REQUIRED TO PROTECT STRUCTURE(S) FROM THER.MAINTAIN TARPS IN MALL TO 11O�OOT`INO P040P C DOCK STAIR AND REPLACE E WHEN DAMAGED. GOOD CONDITION I AND POUIiDATION 0 I 9.IDENTIFY HAZARDOUS MATERIALS,IF ANY.PRIOR TO _— _——_,— I DEMOLITION.REMOVAL AND/OR CONTAD4MEN T AS • I I I � �Mom` REQUIRED S SET BE PERFORMED L ACCORDANCE NCE ENC I GUIDELINES SET BY THE APPLICABLE GOVERNING AGENCIES. �� stwiGCILM P001" I I I 1O' NB DAMAGED +1 ��FIXTUPW REMOVE UES71OALE CONDITIONwH�CTECT. � 11.ALL CONSTRUCTION AND DEMOLMON DEBRIS SHALL BE REMOVED AND LEGALLY DEPOSED OFRSTiE BY O.C. — • ` I 12.O.C.SHALL PROTECT ALL AREAS NOT WITHIN THE SCOPE I CL. AND CONSTRUCTION.F WRKOM DAMAGE OR DUST DURING DEMOLITION lfl�i. R CL #3 R 13.WINDOW AND DOOR REMOVAL SHALL INCLUDE FRAMES, R LJNDR I STORAGE RM EXPOSING ROUGH OPENING UNLESS OTHERWISE NOTED. O R I 14.U LIMES SERVING OCCUPIED SPACES SHALL NOT BEOrd I INTERRUPTED WITHOUT THE OWNERS PERMISSION AND 41 PLAY RM R ——————— I I——— PMo PROVIDE TEMPORARY UTILITIES AS NECESSARY. 0 S?lllr MU1L.6�GEILfNb R 15.HEATING SYSTEM SHALL REMAIN IN SERVICE THROUGHOUT HALL HALL i ra 0 • AND FLOOR P NSHES R CONSTRUCTION DURING HEATING SEASON WHETHER OR NOT THE RESIDENCE IS OCCUPIED UNLESS CIRCUMSTANCES R MADE KNOWN TO THE OWNER DICTATE OTHERWISE. y 16.REMOVE ALL ABANDONED PLUMBB40 AND ELECTRICAL 04 4) LINES. 17.REPLACE PLUMBING AND/OR ELECTRICAL LINES WITHIN THE CONSTRUCTION AREA THAT ARE FOUND TO BE O I I MECHANICAL RM NON�CONFORMINv WITH APPLICABLE CODES. U Ii 0 N •REMOYM PO4.,04C AND/OR NM.00Al2 R GONG.STer NVAG erL1FjgtT AS pSIMA M it fflgl C STAIR a II -------- - Ob R GARAGE p z a AND MiooR FIN19tq* i �oF4540vauNDA STOO" lot I �• z� � �' p� III o` II II R R ti DEMOLITION PLAN SCALE:1/4'N-1'-0" BASEMENT FLOOR L90END 12/IZ/19 \- SIONS: MagmG WALL REMAIN .' (VERIFY WALL IT IN A WSTINO WALL To sE REMoVED \ a E WINDOW OR DOOR TO RE"M R WINDOW OR DlQOR TO BEPJRA4VtD S WINDOW ORIDOORTO BE SALVAGED � ARCHrMM (STORE ON MP FOR MUSE) INPMDM DWG No. A04. DEMO PLAN DO NOT SCALE PRINTS KaplarV218052 GENERAL NOTES 1.GENERAL CONTRAC I OR SHALL STRICTLY ADHERE TO ALL RULES AND REGULATIONS HAVING JURISDICTION. 0 2.GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO CHECK p AND VERIFY ALL EXiSTWO CONDITIONS INCLUDING 0 CONCEALED AREAS IF POSSIBLE,PRIOR TO START OF WORK. W 3.O.C.SHAH LOCATE AND IDENTIFY UNDERGROUND UTILrTY LINES,IF ANY.PRIOR TO START OF EXCAVATION.O.C.SHALL � BE RESPONSIBLE TO REPAIR DAMAGED OR WTERRUPTED SERVICES RESULTINO FROM THE WORK BEING PERFORMED. 4.G.C.SHALL N07IFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCY AND/OR DISCOVERY OF AN UNKNOWN CONDITION. S.MATERIALS OR ITEMS NOTED TO BE REUSED,SHALL BE CAREFULLY REMOVED.PROTECTED AND STORED ON SITE. 6.O.C.SHALL OBTAIN FROM THE OWNER A LIST OF ITEMS,IF ANY.TO BE SALVAGED AND CLAIMED BY THE OWNER ITEMS SHALL BE SPORED AND PROTECTED ON SITE UNLESS OTHERWISE DIRECTED BY THE OWNER. 7.O.C.SHALL PROVIDE REQUIRED SHORING.BRACING. TEMPORARY RAILS.FENCES.AND ENCLOSURES AS REQUIRED TO MAINTAIN PUBLIC SAFETY CONTINUOUSLY DURING CONSTRUCTION. 8.PROVIDE TARPS AS REQUIRED TO PROTECT STRUCTURE(5) REMOVE l9r1'fRc GAN LLNM FROM WEATHER MAINTAIN TARPS IN GOOD CONDITION STR�C�T1 AND REPLACE WHEN DAMAGED. p R PEMOVIA V4000 STEPS 9.IDENTIFY HAZARDOUS MATERIALS.IF ANY,PRIOR TO AND LANDINS �O RAPTElts' C IL�N6 DEMOLITION.REMOVAL AND/OR OONTAINMENT AS • REQUIRED SHALL BE PERFORMED IN ACCORDANCE WITH GUIDELINES SET BY THE APPLICABLE GOVERNING AGENCIES. O STRIP KALL,FLOM 4 GLf Jft Plr SHM 41 � R 10.REMOVE AND REPLACE ANY DAMAGED OR ROTTED LUMBER REVIEW QUESTIONABLE CONDITIONS WITH ARCHITECT. R R R 1TTINd R R 11.ALL CONSTRUCTION AND DEMOLITION DEBRIS SHALL BE REMOVED AND LEGALLY DISPOSED OFFSTI'E BY G.C. 12.O.C.SHALL PROTECT ALL AREAS NOT WITHIN THE SCOPE I I OF WORK FROM DAMAGE OR DUST DURING DEMOLITION 1U M.B TGF�N AND CONSTRUCTION. PLLJ iNd SIX?URL'J AND 13.WINDOW AND DOOR REMOVAL SHALL INCLUDE FRAMES. �r E?(OSINO ROUGH OPENING UNLESS OTHERWISE NOTED. M 14.UTILITIES SERVING OCCUPIED SPACES SHALL NOT BE .O INTERRUPTED WITHOUT THE OWNERS PERMISSION AND 41 B #2 rri N DINING''RM IMEMOVE GNF�ftY PROVIDE TEMPORARY U`MMES AS NECESSARY. 00 1�ATIpN I.S.HEATING SYSTEM SHALL REMAIN IN SERVICE THROUGHOUT M.BED RM 4 celu CONSTRUCTION DURING HEATING SEASON WHETHER OR R NOT THE RESIDENCE IS OCCUPIED UNLESS CIRCUMSTANCES MADE KNOWN TO THE OWNER DICTATE OTHERWISE. LIVING RM 16.REMOVE ALL ABANDONED PLUMBING AND ELECTRICAL ,4 I( LINES. 17.REPLACE PLUMBING AND/OR ELECTRICAL LINES WITHIN THE CONSTRUCTION AREA THAT ARE FOUND TO BE NON-CONFORMING WITH APPLICABLE CODES. O U R I I HALL i STAM I 1 I FOYER I C CL. I CL. R LIN L.. CL. RGo w I R !lSMOV!D.IIi. R _W cola w� �� a $ STOOP .... o� � R REMOVE oL w Z .� a z BED RM#2 BED RM#3 x a R1rM01/C ls.IrG. R RLT40�NC SM11� Woo"571"TURC R DEMOLITION PLAN SCAM:1/4 1'-0" FQtST FLOOR LEGENIP/ DATE: 1?,/1J,/14 CVT��/'► / REMAIN REVISI S: (V1=R1FY WALL.TYPE W FMW) WA TO BE REMOVED E WW W U,OR DOOR TO R WINDOW OR DOOR TO 211 fRE1�OVhD �_R O� S WDRX3W OR QOOR TO BE A66 (STORE ON SM FOR REUM at pm DWG No. A05 DEMO PLAN DO NOT SCALE PRINTS 1capiarV218052 GENERAL NOTES F NTACTOR SMALL BE RESPOR�.B TO C HE)CK&VERIFY TION DQ�ONS AM A=MATB&CLOSE PRIOR TO NCPSM NOTIFY ARCHITECT IM MEDiATELY OF ANY MM MUST BEAR OTT SOLID.UNDiSM"ED•v[ROIW SOiL 0 gTi R4L 0 3.DESIGN OF ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF ACI SPECIFICATIONS AND PRODUCED IN APPROVED MDOM PANT IN ACCORDANCE WITH ASTM REQU[REMBNm CoNCRBTE STRENGTHS FOR VARIOUS USES SHALL BE AS SPEClF[BD iN THE FOLLOWING SCHEDULE(MINIMUM COMPRESSIVE STRENGTH.Vc AT 28 DAYS) •FOOTINGS.FOUNDKRONS&INTERIOR FRAOR SLABS....._....._.,WIN PSI 6'-0' b'-O• b'O" b�' •OARAos AND EXTERIOR nAAn PSI 4.STEEL BEAMS SHAM CONFORM TO ASTM SPECIFICATIONS A36 FOR STRUCTURAL STEEL ft-36 KM s.STEEL COLUuuNs SHALL BE STANDARD STEEL PIPE AND OONFORM TO um OP MpOp 4'-O' ARM SPECIFICATIONS Asa GRADE B FOR STRUCTURAL STEEL.(Pr-35 KSI BASEMENT FLOOR DO= � c GRAM erg G.6.CMU SHALL BE LOAD BEARING CONCRETE BLOCK LAiD LEVEL&PLUMB (wT•emm OP srAW IN A FULL.BED OF CEMENT MORTAR.ALL JOINTS SHALL BE FILLED AND •4"GOB�,��� ��� DITS SHALL BE PJ014FORCED WITH DURO'WALL WIRE AT 1OPERLY TOOLED. �ON�C>3T�I1 ER.Cl/ENT OP SOLID CORES MV bxb M�4 x(40P1.4 W Wr. r ------4%%. 7 ------- ------- - WITH STEEL RBBAR SHALL BE CEMENT GROUT SOLID. 7.BAR MM4FORC INO STEEL FOR CONCRETE SHAG.BE GRADE 60 •6-MIL.POL�Ld!vs. , ` ` I DEFORMED BARS O(CEPT FOR TIES.WHICH MAY BE PLAIN. •40 0ANJ ORAVII Drk:'JC J I I SHALL CONFORM TO ASTM SPECIFICATIONS.REII41F ORC 1MENT V \ 7————— ————— ��—————\�7 I I d I STEEL BARS OeEBAR)SHALL BE NO.4 UNLESS NOiED`OTHTaRWTSE. NM 40 DIA.PVC FOOTM DRAM 1 8 PROVID REFER TE WALL ANDroRtFOOT DETAILS RJUlUIRED FOR vrn.mTS. (GOtQ4IlCT To C)Q•11Nb) IS�-0' 'I I 9. PROVIDE i/MN.DIAMETER a IM.OALVAII ANCHORWLT AT 481N. I C 10.FILLED AREAS TOO SECURE0 Q IMAM TO 19 1ECHANIC:ALL COMPACTED.FOUNDATION WALL. x I �-— 11.PROVIDE FOOTING DRAINS TO DRYWELLS OR STORM SBWRR -- -�- ID'GMT rpm , `'- 12.PROVIDE PRESSURE TREATED Wn 22 SUIMMAME AT W[NDOW AND DOOR -- \.i \ FOUNDATION OPENINGS. r—— —————— — — — , 13.FLATWORK SCHEDULE WHO APPLICABLER I `-------- --- -� I JAL �J11L db11ML 2 xx F.T. •BASEMENT FLOOR SLAB ........... 4•Q4.THiCK 0 r I I •INTERIOR FLOOR SLAB -J41ri.THK� � B , 12'D1A.CoOl1r.PiL'!t rV FOOTM •CRAWL SPACE FLOOR SLAB. ....... .-..._....._LL1N.THICK I \• I --- \--_- \ --- \ (POW=Bar vkwo T 6t9fDr18"') •GARAGE FLOOR ____ THICK I I I _---- ------t k"_----} •EXTERIOR FLOOR SLAB THICK •�i - I I \ T \ \ T \ I • 14.ALL SLABS EXCEPT AT CRAWL SPACE SHALL BE R®VFOR�CBD WLTtI J L PM Nj!"1 L plgppr i 6 t 6 W 1.4:W1.4 W.W M.PTTC*i CLARAOB AND EXT81tTOlt SLABS FOR �•i Tb�TINb DRAINAOL PROVIDE A COMPACT®GAVEL.BASE(44 N.MiN.) v ------- BENEATH ALL CONCRETE FLOOR SLABS. � �M A 1S.PROVIDE 6iL.POLYETHYLENE VAPOR BARRIER LENDER ALL INTERIOR FLOOR SLABS INCLUD040 GJVLA . I D WITH 10'4W 1 .J CMI[I�tLL MIIa0V1 'r 16.(1)COAT OF RAM STEEL RUUST PROHIBITOR& SECOND TOGA APPLIED oaER.CXXXIMN PLATES.ETC—IHALL BE SHOP�THE FIELD. M.O. 17.P1tOV[D8 COPPER TERMITE SHIELD AT TOP OF FOUNDATION WAITS (� i I ENCLOSING THE CRAWL SPACE IF SHOWN AS PER WALL SECTION. II�1Lj. � 1CANrLevot SMEL BCAM ,r MAINTAIN SEPARATION FROM P.T.MUDSILL WITH B.P.S.SILL SEALER 14 s COLD WEATHER WATL'RPROOP Cxpow 2 x P T.9L@*RAM revoID DLi __ t OwTHE MIX.PLACING AND CURING OF STRUCTURAL CONCRETE SHALL POUNDATION WAi.�L. 0claCOMPLY WITH SPECIFICATIONS OUTLINED IN THE A©306R(LATEST �y I EDITION).GUIDE TO COLD WEATHER CONCRETING,THE GENERAL V 1 CONTRACTOR AND SUS40ONTRACTORS SHALL OUARANTBB •NOM TO PWjkMtft PLANS S ADHERANCE TO ALL APPLICABLE SECTIONS. PATC44 4 MATW MP"ATiON• � fli-l- !_ FWr MT� 1 `�" ' LEGEND 1 n 0 C� cd ®I er masT 0 FOUNDATION WALL(VERIFY M FIELD) II L�_J POII)1DAT10N KALL n'',f;.4�..��•..,►. POURED CONCRETE FOUNDATION WALL W/REINFORCED POURED CONCRETE FOOTING a N I off ui� CMU FOUNDATION WALL !I HEADR 1 W/REINFORCED POURED CONCRETE FOOTING s II r --i FOUNDATION WALL SHELF i( r FOR MASONRY VENEER BEARING °� 1 !1 L �rsIlslFe•►ma.ea?1ew POlmleva><AM TIN W"1 POOTiM ►wr Z^� TO!'"Ttms I I FOUNDATION STEM WALL(SEE DETAIL) II ON"NAMMORr +;a• 2'x 5'W/43 BEARING EARING PLATE44 1 ----- POURED CONCRETE CYLINDRICAL PIER Z z a I I IPORCH FLOORO EMSTING STEEL COLUMN(VERIFY iN FIELD) x- o it r1LL 4'O.D.ST STEEL PIPE COLUMN e I I • I BASE PLATE: x 8•x 3/4 STEEL PLAITS O o• i I d MV bxi)"rr4 x 1�,41 TOP PLATE:1 5 1/2•x 3/4•STEEL PLATE '"� Ad � II NOO'T'Iiib AS RBGtb •6�MIiU ORAVd.lAA�! �--•J •UNLESS WiSE ON PLANS. A I x 12 I 24 x 12 FOOM NG SI (W x D INCHES) 00 TOP OF W, ON(INCHES) I BCC TOP OF W LOW FINISH GRADE BO 40 C*V ALP �-- - - ' --_---� (6'MIN.) D I I I AC3 TOP OF MIN. ALL VE FINISH GRADE I c►�,s , FOOTIN ED�J LE I I I FOCMNG RE CEMENT SHALL.AE 40.4 AHBAR L----- -----J 0VO.0 EACH W Y(MATREPOORCEMft4t) Q SIZE -- Q E� (VERIFY IN Fl.D) 10 WIN BtRJN. 4'-0' 4'-0• CauN. O 24 2V x lr D. FOOTINO D •1•E: 12/12/19 � - ® x 3(r x it D.004CREM FOOT DO SIONS: © 13e x 36•x 1 S'D.CONCRM FOOTING FOUNDATION PLAN -WIWWWWWWWW D 42'x 4r x is D.CON WWOTE O $ FOCTM SCALE,1/4"-1.4• © CONCRM POOTWO is D 4r x D. r •REFER TO BASEMENT FLOOR PLAN FOR LOCATION OF PLUMBING FIXTURES AND FLOOR DRAINS. 4r x J •DO NOT DRAIN WINDOW&STAIR WELLS INTO FOOTING DRAINS,PIPE SEPARATELY TO OUTLET © �24"xWxl2wD.00NCkMr0QrM* •EXTERIOR FLOOR DRAINS(E.G.STAIRWELL)SHALL NOT CONNECT TO FOOTING DRAINS UNDER ANY Q x(L)x 12•D.CONCRM FOO�ITNC)• ��_ CIRCUMSTANCE REFER TOBUT ENGINEER SSEPARATE E&DRAAINNAGE PLAN FOR ADDITIONAL INFORMRADTIION. 1F LOCAL CODE 118 Q v� •ALL METAL CONNECTORS,ANCHORS AND FASTNERS NON•CORRISIVE PROPERTIES SHALL BE CERTIFIED 36 (L)x 1 s D.CONCRETE66 ARCHnsm FOR USE WITH ACQ PRESSURE TREATED LUMBER. Q 4r x(Ux 15•D.CONCRETE FOOTlNa• IN Rea DC DWG No. OK 48'x(L)x IPO.CONCRETE FOOTINO• A Ob NOTiu THE LENc:rtt(U OF FOOTM swSHALLBq't1(E SUM of THE DISTANCE BETWEEN C3oLta M&ipw FoanNQ WIDTH. FOUNDATION pup DO NOT SCALE PRINTS KapW218052 STANDARDS Ma•w w L.OALvA"t� ION X B 1/2"X 9/4"STEEL TOP PLATE vAJw To ra AWAqR mx.T.4w Or..(VAX) v ID CMU CORES w,(4)al/ib"VIA.DRILLED DOLT HOL.ts o NOTE: CEMENT GROUT SOLID 'CONVII Z ORA� = o WITH VERTICAL REBAR WELD TOP PLATE TO PIPE COLUMN ° • FINISH dRADe rLoo�e�� A&10"EMO s STANDARD STEEL PIPE COLUMN ISOLATION JOINT room sw�(SM PLANS ftM SIZE) • d•• 94 '� � ry PM FILLER OR IL • EQUAL b"X b•X 9/4"STEEL BEARJN&PLATE • GUTS w/(4)d1/I6"VIA.DRII.I.CD DOLT HOLES M�t>�wt�r SLAB AS RISGND. PATCH's MATCH eXISTmis CowwETv SLAB p t S� I i, a POR NDN POOTINIS TOP OP exISTImo CONGRLTE SLAB ly►�4 wm�e II II re-Lo mr-^KIN•PLATR TO PIPE COLUMN EO • a�I w a II II ° TOP OP GONGlRE m POOTIN& I I I I 12"VIA.COLIC.Plot L° I I 11 LA I I I I •vne�M•soa. L a I I I I l as"L.Ma•Aw ao. n d worms Ma•oo�a• ° I I I I a H1SFI STRLNbTH NON-ErnsINK GEMrI�T t I I I I I ,�..M,��w ,� GROUT LeveLlNb dL'D I I I I I I I I I 1 7 (4)1/2"VIA.EXPANSION ANCHOR BOLTS 1 I I I I I II II L - - 0 a a II II V � d ° ° II II 1O'T°�' t I I i. gxvgw rain o PURV14 e AS I�aED r,NEAR ow soup uo+sTuae�•vae�+►r sotL • GVT SLAB AS REQ'D. z s�a,rre�roorw..sw LL ss�•n a+•v wm 4,so4+s rim eLors NoSWAI a r�M •0 FOR NEW FOOTING IL xa wt r,nowL rero�•p4m pov+"+aw•oerALs DETAIL G PIPE COLUMN DETAIL FOUNDATION SCHEMATIC SCALE:NONE NOTE:STEEL SHALL BE ASiM A36 AND SHOP PRIMED Wn RUST RMWOR EXISTING S?UD s H.D.•.POST BASE•SIMPSON"M ABIJ" r4A-L 8 !•ONNDATION vt*" n •0 h j° 9/6"x 120 H.D.O.ANC4100t DOLT 0 ` Z •• 11 �1 11•• 1 1 1 11 F4NISN ORA= EXISTING PO0�11N6 POIJNDATIO'N tWAI.L 1 1° � 1 I ° FLOOR.JDiST 411 ' P Son,.>l'�'JRMS�90,O IFSP •Vllm •SOIL 1 04 (w 2 x b P.T.MUDSILL PLATE'S /\ \\\\ \\ \\ \\\ \\\ 4d 12"aIA.PWL*tl D GONGPIff :PIER :s/e"x Is"MOO — — sT'��P \\ \ \ \ \ \/\j\/\ 0 d ', • ta° (4000 POO POPWRO BY ;;.;I„: AAWoHOR BOLT•4e"O.G. Below�Ax / /�// / / / /\//\//\//\ 04 I• I �� ..-.r \\ \\ \\ \\ \\j\\j\\j\\j\\j\\j\ 0 RI N 1 SOLID (2) 1 i a SOIL TYPE•SAND,SILTY SAND,GLAYBY SAND,SILTY'~YM..CL.AYeY dRAV!!1. 1I • 1 (4)NO.4 VERTICAL POSAR RE-dAlt (GUT M AM d•) N ° TIED TO POOTINd I I ° *4 vL'RTIGAL. II t IlED11R•24.OZ. SOIL CeARINd CAPACITY.2000 PSI• l all I as POOTINIS FORMED dY"wormoOT SYbTEMS" NO.4 VERT14"O.G. F I PIN GMU TO 1 CAL VV(4)04 SAM,ff^.AAY PtMAllt•2 1 ' 11 • SeT ON SOLIa,UNDISTURBEa SOIL Lt ION G.M.U.FOUNDATION WALL I RXISTINIS PDTN. FOOTING DESIGN ° �_ °__ • ° W/aUR-O-WALL RL'INI'.• ib O.G. v2 a 1 1 w� la I • I( 17�1 ,ca d ids: '~ 4 Bev 0040 • DETAIL DETAIL DID - 2 I/2�.BVT Nor L.EDAr S ' DETAIL E' THAN 4d E�T001ON lad WXIK X n a Fno•HOac No ssueelrlTUTION PEwrI1TT'irD POIe sPeGll-IeD ANGHORe FOUNDATION REINFORCEME HOOKS a S fib) •.: s :• � 1/3'tXT.PL't'WOOD SFCI►TMIPis ` •. MEEK, 4 Q/� i /_ . • 146 CRIko 1 BOARD THIN& •3 (IftrI.AkOR SHEATHIN•) _ /• POIRCiI"I SLAB ' FLOOR JOIST - - - ..' • PiORGH SLAB rORIC.H SLAB b"GMU!ITEM I VY.i.. , •• L L LINE OP STONE b12114201% _ I w no b'GNw ST m WALL y } NO.4 MIN. 04 GONT.IRMAR N •• OB TO 1 !If 04 VERTICAL -� \\ IXIST1Nd :'- (I• cmtw N Oft-OW TOP 2 04PURSeD REeAIe•24.OZ. •: �.a' e • •,II FOUNDATION WALL c = dl SOLID w/04 IlEDAR becow (GUT DOM ran a") 9 �" .���Ci !�" DATE: b• iZ/121 • ( II VERIFY IN PIEL.D � (T) TO PONNdAT'ION PLAN'TOIt THl I 04 VERTICAL i 04 VER R TC TICAL eBAR•24.O . �1 REVISIONS: I I flEBAR•24"O.G. I i (r.XTLND INTO b"GMV'STEM) STONE SHEL.P PIN cMU TO '; Ir s•T, ,P ,�dmgAce STEP FOO NG DIAGRAM RXISTINB :, DeL.OW� � (t • • I •v 12"GI"u t 1 t 9/4"THI �MOW=6120 TINS eev 11 n CEMENT d ROUr TOP 2 coURSeS t t (( I I SOLID w/•4 WMAR P1TGN Si.AB 4•TH1GK,eoOO"I (GUT Dom w®S") a AWAY PROM �d ry • W/bxb W1AS w1.4MlriP�3L- DETAIL DETAIL DETAIL • a � ARCHMM 4• W RZD M •TYP "LANCISGA M I`ADIIIG DWO No. .FOUN ON WALL DE--- ---ILSCOMP RA," A07 SCALE:NONE RnN•D ,eul g MUDSILL PLATES SHALL BE SECURED TO FOUNDATION WITH 5/8"DIA.x 18"L.OALVANIZED ANCHOR J-BOLT W/WASHERS 0 48"O.C.-MAXIMUM SPACING EXTERIOR"PATIO"SLAB Kaplan/218052 STANDARDS SW W L.SAWNIOND � way Tarp NNamn NMT•41•M&l MAX. w��v very I s8v��(TVPWA'x.i 0 0 s s a"o'�Weewe• ratnew ""A" �+ w�NOpumWAL.pump^ •air oc. >1 . I L • raaN opt*" (�110.4 I�Ne ' V •vr..ot•soL._---� .� �- �- �No."p..�.. � 4w LM40M 0 r 0 •Naw& �. gOMW ptjoW..t vWM W&,MM"M„D MW ON SOUP WIMPI.MMM•N�..A.•son • z*"Wpm roo"me s o".are ON•viw.a•sou,sm.L�.«o.wa►,ea,ww •"A slDlr� to w as„H.ALUMINUM 132. ALUM.DRIP FOUNDATION SCHEMATIC � PIGKET F:ENGE W/ GAP FLASHINS SELF-LATGHINO&ATE'. 5/4 "AZEIC" GA31N� 8 nourecATiON MW.l TOP Or YeLL n FINISH dHgADE ` r• ••+ � 4� (SLOPE AWAY) HEAVEIR • TOP .,.A't'' .v.. t 1.'. (RE(REf 1=-R TO PLAN 1301E ALPl�.'DR[ SOIL BEAM" W40 RW •vIRS •soil000 \ \ \ \\\\\\\\\ \\ \\ o d :,..: :.,. . // /j// //// �sRE33 WINDOW �. /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ 0 C� STAKhEL E / / / / / / / / `; EcssS WINDOW a '; .• :, ;• soli.TY'R'.>'A+o.lSli.Tlr SA&W,Ga.aYer'J'AND,dil.Ttr ele/weL„u.AYtr eRl►ve1. H ,; ;�� ��•.. I. COPPER SILL PAN solL CAPACITY 2,oOo rx 1�" . x P.T. (ALL SIDES) FOOTING DESIGN ... ..I.:. BOLTED TO FOUNDATION MIN. ', •'. to � , W Eu 1RAIN' SASH OPENING i Z � GRAVEL dAGKFILL a ALL.SIDES OF HELL b �� bd saw Dam �� •��' M/4 GLEAN GRAVEL) s m Ix OUT NOT z �o•I•IOOK •Iww 4d Ex�ION lied aoOK x a � b A ' LINE 9.=AVATED FOUNDATION REINFORCEMENT HOOKS EARTH WALLS WITH FILTER WRAP !.•• dABEMENT FLOOR Ls .: EXTEND&RAVEL DOM TO FOUNDATION WALL dIrO1�E •:. • EXISTING TOOTING DRAIN N.I.ra • • •.. • s SECTION Cap EGRESS WINDOW WELL .•. SCALE:NONE No.4 • ' O�TO s�l.Or! *NOTE:WINDOW WELL MUST BE BOLTED TO THE FOUNDATION WALL. •.••:•.••. , REFER TO MANUFACTURER'S SPECIFICATION FOR INSTALLATION. DATE: (T)MIr CIS TO POIJM ATWNWH THIG10�9 12,/12/19 MIN. IONS: STEP FOOTING DIAGRAM 11 I I/1• OM 8✓40 THICK tl%MgTAR 9""Nb D13'D �•TMC.K,9000 F&I "!` !�f•f•CM SL.14s�!MOM 00t4CAIMPM SLAB / ~Y YVbxb 101r4x".4 46"10 CA P1 IP :TeP AICHFrECR V!L 21100 w Rsn "NIVlo t•1:1�foAd tic DWG No. FOUN ON WALL DE ILSGOI��/4�iTt'D�, A 08 UDSILL PLATES SHALL BE SECURED TO FOUNDATION WITH 5/8"DIA.x 18"L.QALVANIZED ANCHOR j-BOLT W/WASHERS(9 FIYrN•DETAILS 48"O.C.-MAXIMUM SPACING „ » Kaplaq/218052 EXTERIOR PATIO SLAB • GENERAL NOTES 1. SEE PLANS PREPARED BY DESIGNER FOR KITCHEN CABINET • PLUMBING FDMME LAYOUT.G.C.SHALL PROVIDE CABINET SOFFIT AND APPLIANCE AS REQUIRED. 0 2. BATHROOM CABINETRY AND FIXTURES INCLUDING 00 ACCESSORIES SHALL BE SELECTED BY OWNER.THE GENERAL M UNLESS THE OWNH ER STATES OTHERW�i.S�E�THE SELECTED W 3. SEE WINDOW AND DOOR SCHEDULE FOR TYPES. 4. PROVIDE 16 OZ.COPPER SILL PAN FLASHING AT ALL EXTERIOR DOOR ROUGH OPENINGS AND AT WINDOWS {•LI IMMEDIATELY ABOVE A ROOF(REVIEW WITH ARCHITECT). 5. PROVIDE-AIR&VAPOR!WRAP BY W.R.GRACE AT ALL WINDOW AND DOOR OPENINGS AS PER DETAIL ON PAW OF lVLV YM I N PV" WINDOW&DOOR SCHEDULE. r one�cn 6. NEW INSULATION SHALL BE CLOSED CELL SPRAY FOAM. s x 4.11i�i11W1•IN orG. INSTALLER SHALL PROVIDE ALL DOCUMENTION AND CERTIFICATES AS REQUIRED BY THE BUILDING OFFICIAL It~0!GIrOs�OaL 7. PROVIDE Rr21 INSULATION AT ALL EXPOSED EXIBNIG V /FlWr POW R411111LMTION EXTERIOR WALL CAVITIES. N'M�,x MOLa A'lliflNR•1I�ltM[�oM� S. PROVIDE R.21 INSLJII►T'[ON AT ALL NEW 1r7CTER10R WALLS NON�aOO d11�O�J1a � 9. PROVIDE R•49 INSULATION®ALL ROOF RAFTERS THROUGHOUT OA•l<e a x 4 r��•ore RJ►Ta BOTHL'CISTTNGANDNEW «aaammIllol wow vra*mom (-----------------------------� . 10. GOU �ED EXIS-MO INTERIOR THROUGHOUT AS WELL AS FLOOR EACH LEVEL I- -`——— —; W/SOUND BATTS BY'ROXUV 11.PROVIDE NEW STRIP OAK FLOOR THROUGHOUT TO MATCH 0 TY�1- AL PARTITION DETAIL I I ExisnING.UNLESS NOTED OTHERWISE BY OWNER. 4+ I I AI III 12.GREAT ROOM KITCHEN FLOOR SHALL BE PORCELAIN 4 CAM I I 1————J WOOD STYLE PLANK.TYPE TO BE SELECTED BY OWNER MDR.ocot&m AIR MMGe/�1l�A!!!D 7b/OcoMDOMe/Mp OOItdiL 11RRY L/O I -- _—— 13.PATCH AS REQUIRED. v MATCH EXISTING FLOORING.WALLS&CEILING � I 14.NEW DRYWALL SHALL BE 1/2•GYPSUM BOARD UNLESS ; I Ij NOTED OTHERWISE. I 41 15.INTERIOR MOULDINGS SHALL BE AS SHOWN SCHEDULE ® I SUBMIT SAMPLE FOR OWNER'S REVIEW&APPROVAL I 16.OWNER SHALL SELECT ALL CABINETRY. " O --- ------- ------ -------�� � �� 17.INTERIOR DOORS SHALL BE SOLID MDF BY TRUSTILE' I WITH SMOOTH FINISH.DOOR STYLE SHALL BE FLAT OI 1-PANEL WITH SQUARE STICK PROFILE. r,r ,&TAM�w Mom*remom vL i. • ROOM DOORS: 1 3/4'THK x W h. 0 p By • CLOSET DOORS: 1 3/s"THK x 80 h. �4-1 10 ,4" • POCKET DOORS: 1 3/4•THK x s0•h. ..r A Do is.pONTRAGTOR SHALL FURNISH AND INSTALL ALL HARDWARE aAS SELECTED BY THE OWNER 40 19.BATHROOM FLOORS SHALL BE TILED.TILE SHAD.BE � ~ 4" BED RM#4 PAATTTEERRND AS II"TH OW�NERP.ECIFlCAT70N.REVIEW'TYPEAND � 4 4j W.MEDIA RM 20.PROPERLY PREPARE ALL DRYWALL SURFACES FOR PAINT 0 16 16 (3 COATSs 1 PRIME&2 FINISH).STAIN AND POLYURETHANE Y'UrLL MT'D FIANDRIJL ALL OAK WOOD(FURNITURE QUALITY FORM.REVIEW TYPES 1�� b" lay-b'W- ORAL'e•mom MAIN AND COLORS WITH OWNER PRIOR TO START OF WORK. �L (EXMV DOM TO!'OOT N3 DRAW SUBMIT SAMPLES TO OWNER FOR REVIEW AND APPROVAL 0 U az 28 R CL N • ,, HVAC a I I •,moo'.,F.u.,e.W. I I °• L CONTRACTOR SHALL REVIEW EXISTING HEATING AND AIRdu sacra• V CONDITIONING SYSTEM THEN SUBMIT PROPOSE HVAC SYSTEM ( •�M) STORAGE RM w N • � ���� Sb O WITH SPECIFICATIONS FOR OWNERS REVIEW AND APPROVAL ►W-� y •r M4 COW.aw LEGEND S . . GARAGEI I Uri . K • Aw AAMUL MECH.RM ••coal°i AM e}wD rMLS.B.Imo 9w T"Im ow a" . EXIST[No WALL(vERIF1r IN FIELD) z • Ae !m GODD [Mb• "X'PST.W. NEW WOOD STUD WALL 2 x O 16.O.C. t a l) •OIILINB AMP 1004LB •PI.OVIDO cdMKwT1A1 AIR M .., As pm aO�D!IcAxqqj oworKIrKINAM .1 op"a��� '..,'.. '� POURED CO WAIL ' ' a.. •BGItM!•cowimm 1M lSOOR BW Rill9WAT10141L.1�tT1N.GODC •1'lltilN RrOtAt 1"fYFI • MALL ON 7f 1 C CR.L SPRAAYY FORM CMU WALL( GROtTT SOLD) II II STONE VENEER II BRICK VENEER II OO DOOR SIZE(NOTED I $I" N NEW DOOR/ E( STING R.O.) =use o�IeOor cworr waveWINDOW TYPE rA , EGRESS WINDOW• DATE: QA 12,/12/19 BASEMENT FLOOR PLAN 11oNS: 6CALS:1/4"•1'4" PRAP09B0 IMP HEADER SIZE• NOTEt HL&MERS AT ALL INTERIOR DOOR&'TRIMMED OPENINOS SMALL AS (3)2 x 10®2 x 6 WALLS AND(2)2 x 10®2 x 4 WALLS UNLESS NOTED OTHERWISE LINTEL SIZE• ® COPPER SILL PAN ONUMBER OF STUDS 0AUL.L OR F--�H FROST FREE HOSE BLB MCHnSM LN RIM MIC DWc No. •REFER TO WINDOW&DOOR SCHEDULE SHEET FOR A09 SCHEDULES AND SPECIRCKnONS EMEWPLAN DO NOT SCALE PRINTS 1caPluV218052 GENERAL NOTES 1. SEE PLANS PREPARED BY DESIGNER FOR KITCHEN CABINET PLUMBING FIXTURE LAYOUT.O.C.SHALL PROVIDE CABINET SOFFIT AND APPLIANCE AS REOU1RED. 0 2. BATHROOM CABINETRY AND FIXTURES INCLUDING 0 ACCESSORIES SHALL BE SELECTED BY OWNER.THE GENERAL i•� CONTRACTOR SHALL PROVIDE AND INSTALL THE SELECTED UNLESS THE OWNER STATES OTHERWISE. 3. SEE WINDOW AND DOOR SCHEDULE FOR TYPES HING AT ALL >1 4 EXTERIOR DOOR ROUGH OPENINGSPAN AND AT WINDOWS IMMEDIATELY ABOVE A ROOF(REVIEW WITH ARCHITECT). 26'-0. 5. PROVIDE"AIR&VAIN"R•WRAP BY W.R.GRACE AT ALL WINDOW AND DOOR OPENINGS AS PER DETAIL ON I'-Z' 4• 4'-b• WINDOW&DOOR SCHEDULE. 6. NEW INSULATION SHALL BE CLOSED CELL SPRAY FOAM. A 1 9641.6i1wVlD9tAq. INSTALLER SHALL PROVIDE ALL DOCUMENTiON AND W CERTIFICATES AS REQUIRED BY THE BUILDING OFFICIAL. - ------ 7. PROVIDE R 21 INSULATION AT ALL EXPOSED EXISTING i EXTERIOR WALL CAVITIES. I C,OM GppPLJAW SM MM. 8. PROVIDE R•21 INSULATION AT ALL NEW EXTERIOR WALLS FI/�lmiWL 9. PROVIDE R-49 INSULATION 0 ALL ROOF RAFTERS THROUGHOUT BOTH EXISTING AND NEW. 10.INSULATE ALL NEW&EXPOSED EXISTING INTERIOR WALLS THROUGHOUT AS WELL AS ENTIRE FLOOR AT EACH LEVEL E W/SOUND BATTS BY"ROXUL" O11.PROVIDE NEW STRIP OAK FLOOR THROUGHOUT TO MATCH 0 EXISTING,UNLESS NOTED OTHERWI,E BY OWNER ,T 12.GREAT ROOM&KITCHEN FLOOR SHALL BE PORCELAIN •1� t WOOD STYLE PLANK.TYPE TO BE SELECTED BY OWNER tf 13.PATCH&MATCH EXISTING FLOORING,WALLS&CEILING •O b' 14'-0• b - AS REQUIRED. A, KITCHEN [r cd 14 NEW NOTED DRYWOTHEALL SHALL BE 1/2'GYPSUM BOARD UNLESS W v sm PLAN9 PREPA"Aw �V4NDOM YL 15.INTERIOR MOULDINGS SHALL BE AS SHOWN SCHEDULE I B I BY KITC44EN rMSIONER s-- F SUBMIT SAMPLE FOR OWNER L.'S REVIEW&APPROVAL O 16.OWNER SHALL SELECT ALL CABINETRY. FIZIO FBII • 1011 I � A 17.INTERIOR DOORS SHALL BE SOLID MDF BY'TRUSTILE' WITH SMOOTH FINISH.DOOR STYLE 1.PANEL WITH SQUARE STICK PROFILE. BE FLAT V!?fT TO CXTEMD _ _ • ROOM DOORS: 1 3/4'THK x 80"h. 0 �� l�_ a • CLOSET DOORS: 1 3/8"THK x 80•h. •w O 1 l�GL"lLtlib BlIBAK O A #3 I • POCKET DOORS: 1'i/4'THK x W h. 18.CONTRACTOR SHALL FURNISH AND INSTALL ALL HARDWARE v O I AS SELECTED BY THE OWNER. BED RM#3 ® 1 19.BATHROOM FLOORS SHALL BE TILED.TILE SHALL BE ` RA INSTALLED AS PER TCA SPECIFICATION.REVIEW TYPE AND �' i GREAT RM $ L969 h.ALL44 H IL110 PATTERN WITH OWNER. �r1r se.,�A sATe y- i Q4 w 20.PROPERLY PREPARE ALL DRYWALL SURFACES FOR PAINT road-°-f�"b•- 1 § (3 COATS;1 PRIME&2 FINISH).STAIN AND POLYURETHANE O I I UZ•1 I - �'1 ALL OAK WOOD(FURNiTURE QUALITY FINISH).REVIEW TYPES 0 �•+ ��f--- J AND COLORS WITH OWNER PRIOR TO START OF WORK a �+ . vlp=T SUBMIT SAMPLES TO OWNER FOR REVIEW AND APPROVAL. 0 U p.( N CL. K I HALL I UP t— idI� HVAC4 j n CL. I SHALLCTOR REVIEW MM n ? Q I I G AND AIR MWL tt Fa11 ID11 CON�RIONING SYSTEM TH SUBMIT PROPOSTING SE HVAC SYSTEM `� r 10 �1 O FW�RAlL WITH SPECIFICATIONS FOR OWNERS REVIEW AND APPROVAL. ►w�� � • - LEGEND — --- v - .d EXISTING WALL(VERIFY iN FIELD) ;l STUDY/ �'�• IL �ti a BED RM#2 BED RM#4 to _ NEW WOOD STUD WALL 2 x I6•O.C. e Y O "•• POURED CONCRETE L I "P h.NOM I I C i� ' CMU WALL(CEMENT G SOLID) P CH I i ' VENEER O I STONE k210 �OI ••I r'sI x 9 -Xi NT CC I I BRiCK VENEER ' B ®'Q q ————————— --------- ++ ! I ROOir' ( ---- --- - ----- Q >�� r M "52 DOOR SIZ OTED iN INC ) DOOR DOOR 'AMCN GLAD POST f l (bxb P.T.iN913tT) .. ;Also N NEW 4R/FRAME(EXi G ) ANT �'� i 1/2'x IZ'BLUMTONE mvc 0 SIDE .1 4610RAIL 4'. L7 W`lto)W TYPE' M M A y 41-2. •� EGRESS WINDOW• DATE CL Q 1211I/19 A- U REVISIONS: • HEADkR SiZE• 12/01/20 UNTEL Sl44 ) L4 Y �� FIRST FLOOR PLAN REVISE LE= U ® COPPER SiLL P SCALE:ti4-I-0 PROPOSED OI NUMBER OF STUDS(M i.OR JACK) .�_. �O NOTE:HEADERS T L INTERIOR OR TRIMMED OPENINGS SHALL BE PLANS DEC '"' H MOST FREE HOSE BIB 0 ,R N EAD RS A ALL R R DO 2 2020 � L IN RM INK (3)2 x 10 @ 2 x 6 WALLS AND(2)2 x 10 9 2 x 4 WALLS UNLESS NOTED OTHERWISE DATED DWG No. ri a '+ •REFER TO WINDOW&DOOR SCHEDULE SHEET FOR A10 • SCHEDULES AND SPECIFICATIONS BUILDING D',----PART E.N r FLOOR PLAN DO NOT SCALE PRINTS Kaplan/218052 GENERAL NOTES 1. SEE PLANS PREPARED BY DESIGNER FOR KITCHEN CABINET PLUMBING FIXTURE LAYOUT.O.C•SHALL PROVIDE CABINET 0 1SOFFIT AND APPLIANCE AS REQUIRED. 2. BATHROOM CABINETRY AND FDaVRES INCLUDING 0 ACCESSORIES SHALL BE SELECTED BY OWNER THE GENERAL 16-1 CONTRACTORE O SHALL PROVIDE AND INSTALL THE SELECTED UNLESS THWNER STATES OTHERWISE• 3. SEE WINDOW AND DOOR SCHEDULE FOR TYPES. 4. PROVIDE 16 OL COPPER SILL PAN FLASHING AT ALL EXTERIOR DOOR ROUGH OPENINGS AND AT WINDOWS iMMEDIATELY ABOVE A ROOF(REVIEW WITH ARCHITECT). 5. PROVIDE'AIR&VAPOR'WRAP BY W.R.GRACE AT ALL WINDOW AND DOOR OPENINGS AS PER DETAIL ON WINDOW&DOOR SCHEDULE. ATTIC INSTALLER NEW INSULATION SHALL BE CLOSED CELL SPRAY FOAM. INSTALLER SHALL PROVIDE ALL DOCUMENTiON AND CERTIFICATES AS REQUIRED BY THE BUILDING OFFICIAL. 7. PROVIDE R 21 INSULATION AT ALL EXPOSED EXI500 V EXTERIOR WALL CAVITIES. ��� 176lC ROOT�D8!• 8. PROVIDE R.21 INSULATION AT ALL NEW EXTERIOR WALLS 9. PROVIDE Rr49 INSULATION 0 ALL ROOF RAFTERS THROUGHOUT OK BOTH EXISTING AND NEW. 10.INSULATE ALL NEW&EXPOSED EJISTTNG INTERIOR WALLS THROUGHOUT AS WELL AS ENTIRE FLOOR AT EACH LEVEL }plp '�pr► W/SOUND BATTS BY'ROXUL' I I 11.PROVIDE NEW STRIP OAK FLOOR THROUGHOUT TO MATCH Q EXISTING.UNLESS NOTED OTHERWISE BY OWNER. 41 12.GREAT ROOM&KITCHEN FLOOR SHALL BE PORCELAIN r: • WOOD STYLE PLANK.'TYPE TO BE SELECTED BY OWNER My PRIMERDRAM 13.PATCH&MATCH EXISTING FLOORING,WALLS&CEILING •0 AS REQUIRED. 1 14.NEW DRYWALL SHALL BE 1/2'GYPSUM BOARD UNLESS cd I NOTED OTHERWISE.TO v aTAttkm I R O O F I 15.INTERIOR MOULDINGS SHALL BE AS SHOWN SCHEDULE I SUBMIT SAMPLE FOR OWNER'S REVIEW&APPROVAL on"PAN w16.OWNER SHALL SELECT ALL CABINETRY. TAW FROCK I MIA'iampmom Mock I emmwe IT INTERIOR DOORS SHALL BE SOLID MDF BY"TRUSTILE' 111ROJONwr L./MJPI pRy ROOi4 SMOOTH FINISH.DOOR SlrYLE I I OM I-PANEL WITH SQUARE STICK PROFIML BE FLAT LE r • ROOM DOORS, 1 3/4'THK x 80'h. 0 p I�,0 • CLOSET DOORSo 1 3/8'T'HK x 80'h. . • o i�'1! • POCKET DOORS: 1 3/4'THK x 84Y h. 111s I&CONTRACTOR SHALL FURNISH AND INSTALL ALL HARDWARE ro -_ n AS SELECTED BY THE OWNER. L innI I ( I O 19.BATHROOM FLOORS SHALL BE TILED.TILE SHALL BE INSTALLED AS PER TCA SPECIFICATION.REVIEW TYPE AND I I i t I I PATTERN WITH OWNER. 4� ® I I I ( 20.PROPERLY PREPARE ALL DRYWALL SURFACES FOR PAINT 4 ® I 1 M.8 RM I I (3 COATS:1 PRIME&2 FINISH).STAIN AND POLYURETHANE 0 ® Q 1 1 � C Ak I I ALL OAK WOOD(FURNITURE QUALITY FINISH).REVIEW TYPES cd I i I I ( I AND COLORS WITH OWNER PRIOR TO START OF WORK. 04 SUBMIT SAMPLES TO OWNER FOR REVIEW AND APPROVAL 0 U HALL 11 II II pR Ilk __- HVAC s � —;MM.L, BALCONYft I I I I I I I4 W-0' 4' I b'-b'N- I 4' 1 1b• CONTRACTOR SHALL REVIEW EXISTING HEATING AND AIR ,;I L_--_--I U U U CONDITIONING SYSTEM THEN SUBMIT PROPOSE HVAC SYSTEM aw amW.I.C. W.I.C. ; 04 WITH SPECIFICATIONS FOR OWNER'S REVIEW AND APPROVAL IN ICI ohc ZtrAM I I 40'h.PAU" T ■ . ,�, ,,,. LEGEND z o.1 .2 0 0 w a Q(iS'TII�iO WALL(VERIFY IN FIELD) z NEW WOOD STUD WALL 2 x 0 16.O.C. �" �UN o� •. :• POURED CONCRETE WALL b' b CMU WALL(CEMENT 0 SOLID) I IWE= STONE VENEER I I BRICK VENEER R O O F I I "82DOOR SIZE(NOTED iN ES) I I I L-----------------------� NEwDoos. FRAME(Eaa J KwwtNDbwJWE A L O R 6ORESS WINDOW• DATE: Q I /12./19 itvol� �� SIGNS: ATTIC HEADER SIZE' LINTEL SIZE' SECOND FLOOR PLAN w SCALE,1/4"-1'4" PROPOSED ® COPPER SILL PAN y NOTE:HEADERS AT ALL INTERIOR DOOR 8i TRIMMED OPENINGS SHALL BE (3)2 x 10 0 2 x 6 WALLS AND(2)2 x 10®2 x 4 WALLS UNLESS NOTED OTHERWISE OI ER OF STUDS(MULL OR jA �--� FROST FREE HOSE Bib M RBD MK DWG No. REFER'TO WINDOW 6t DOOR 9fdEDU1.E S FOR AllSCHEDULES AND SPECIFICATIONS FiAOR PLAN DO NOT SCALE PRINTS Kapk ✓21s0s2 GENERAL NOTES 1.MUD sw nATE8 AND ALL omm LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESBRVATNE-TREATED AGAINST DECAY 11 ACCORDANCE WITH AV/PA UI.(R317 OF THE 2015 IRA ALL STEEL.IN(3 UDTNO BEARD40 PLATES SHALL BE SHOP PJI M AND 0 RECEIVE A SECOND COAT IN THE REW UPON COMMON. 3.TOP RANGE OF STEEL GIRDERS TO BE FLUSH WRTi TOP OF FOUNDATION 0 WALL COLUMM 70 BE STANDARD STEEL PWL STEEL SHALL HAVE PR&DRILLED HOLES FOR 1/LIN.DIA.BOLTS 0 TOP FLANGE FOR 2 ROWS B 24 N.O.C. PROVIDE SOLID BRIDGING•&gD*ODfr OF FLOOR SPANS GREATER THAN 8& Q� SUBR.00R SHAM BE GLUED AND NAILED TO FLOOR JOIST W/OONTEC:H PU00. PROVIDE GALVANIZED METAL JOLT HANGERS AT ALL FLUSH CONNECTIONS + __ ABLOCKING AS REQUIRED)To FOUNDATION WALLS,PERS,LL SOLID AND BUILT-UP WOOD POSTS SHALL BE CONTINUOUS(W/SOLID i STEEL GIRD � ` 9. EXTERIOR ANC HORS.FASTENERS.BOLTS,ETC O.�SHALL BE HOTS doo '' ♦ ♦ DRIPPED GALVANIZED(HDG)STEEL. AND/ ♦ 10 BY CODE VIDE 2RFV[fiW WT171�TM GI AT LOCALROP CEMINGS �G C�C��T ALL AREAS REQUIRED �bOI.Tm Tb JOIST/�PER QrAIL,� Z x 12 I.T.S1'RINdCR• 1.PROVIDE HURRICANE ANCHORS AT ALL RAFTERS.sn�IPSON 0 HZ.SeA. / L IZ• L L 12' L \ • 00. 12.STEP ROOF SHFATHWG BACK FROM RIDGE AS REQUIRED FOR RIDGE VENTS / \ LTA!OF 1NOOD VWK ABOVE t'XL.IT 2 x Io r T.J01BT AAlti 0K!A.STRII�ISM TO 3.FLOOR BOUT.LVL,APPROVED V SHALL BE BY NSIB JOIST �`� ———— TA!GONG.dRADL'�.'AA'1 WEYER1iAEUSER OR APPROVED EQUAL O.C.SHALL BE RESPONSIBLE TO x 4 GlDMt HISIL M9T' , —�-—— WENT SPECIFICATIONS FOR SUBSTTRrTED MANUFACTURER TO / ------------1 — -- ---- ---- ARCHITECT FOR REVIEW PRIOR TO MATERIAL ORDER 1�2•CoMIRIIrd!OOL1'b I Im W&M NOIIT 1 1 1 �)Z x r'.T.O 1 1 1 11 1 1 i! -- -- ---- — — — — METHOD _WALLBRBE tN _ACINGRDANCE 10 r.T.DIY.IG Jote�r __- _=� __=—— — — '— — I I v WALLBRA K hlTAL..IOI•T i1Mtl�Ri— I I III/ I LxWSP(TABLE 602.SHALL AND TABLE 60 0 3 IN COMPLIANCE E I L L I I OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. ij 2xbrT.RIM.IOW 1 ___ ♦ , 1 1 1 1 1 1 1 - 1 1 -_-- SHEATHING v1 0 ♦ // 4�� 4 xIZ 1�T. I!D'!.'Itop� I I I I i • 1 1 1 I SUBFLOOIL ?/8'ADVANTECH •V � 11 11 11 L — 11 11 I bxbr.T.�r 41 � Q 1I WALL: L/2"EXTERIOR GRADE PLYWOOD cd II xll II II II . lw 1 1 MI 1 1 1 1 1 1 1 ROOF(A.SPHAL11: 5/8 EXTERIOR GRADE PLYWOOD ROOF(OTHER). 3/4'EXTERIOR GRADE PLYWOOD RtA""W ARGHI W I I — 11 11 11 11 11 11 L"L 1•z x 1 �.. Lrae a eoLTeD ElAJB!RIM ST I LEGEND -- ---- --- --- --- - PRM+IItis ma4m JOIST SIZE'01 Irw Tv AfDR.1 I 1 1 t I t •WMs!JOLT Pl.I1dM I. 81M TO RIM JOTS? ' ouxm.IOISTj JOIST �?60 ) 0 1 I I .}I .,1 I! I I I I 1 ry W Ieorls I/2•nIA.afao.1'lOI.T'a•la•o-c. � y � v T LI& TION or.xmm 1 I I I SIS'T>:R RIM''loss YV PtTCH ntleeG � II I I I II 1 ! � "•0�i I 1 1 1 1 1 I I I t ' ouruAa oP VJV.4eN A-560 SERIES B-360 SERIES C-230 SERIES L � I ( 1 ISI.AAtD Aeove -I IIIII t t t 1 1 T11 I-JOIST BY"WEYERHAUSER"OR APPROVED EQUAL 1 I I t y LV.L LAMINATED VENEER LUMBER 1.9 E(Fb-2.6W PSq cd I IJ xl 0 1 I I P.S.L. PARALLEL STRAND LUMBER 2.0 E(Fb-2.900 PSI) ^^ W 00 or SOLID D.F. DIMENSIONAL FRAMING LUMBER N0.2 D.F.(Fb-950 PSI) O U 1lRIDo** $r ` t P.T. PRESSURE TREATED LUMBER NO.1 S.Y.P.(Fb-1050 PSI) QI N —ct C R SPACING IS 16.ON-CENTER b � �I JOIST AND RAFTER N 1 UNLESS OTHERWISE NOTED ON THE FRAMING LAYOUT — -- —ter— w DOU9LL'�-JOIRT' —T� R' 1 I 1 1 1 UNDER KITTC4M ISI�LVL -1I "42 5 1/2 LVL 1 _ rJ-b II i l l l l n I 2x6D.F. w �a L t I t I 1 I I L7�OtJl91.0 LVL JOIs ^' ! 7 1/4"LVL W I LVL JOIsbT I I I I I I I I �.,� 2 x 8 D.F. Z 11 I O PU-�I 91/2 T71 2 a I I VamL e LVL JDIST 9 e M---------- �] ~' P'.1"rl 9 1/4"or 9 1/2"LVL' z 1'J-I: P'`I-1: :.1 I I O t•J-10 2 x 10 D.F. z , I ' t1 11 7/8'TJt Z o a I ---------- — ------� I I I Z x•to V i r`1"11 11 1/4"or 11 7/8-LVL• rJ-12 a: I I I 1 2 x 6 601 rLA19 1 2 x 12 D.F. i l I'——'-—————-I (oOLTIW T1D STliY. I PU-14 II 1 I 14 I prR1 I I 1 1 •TRIM AS REQUIRED TO H DEPTH OF®QSTWO JOIST. 2 x D.. I I 2 x D. 1 PLO=jow A'ION I 0 9 1/'L L---. --..--... Saml .mil L---SST. .. ----•-------� 2 x 1 D. 11? - .� W x12 AR Y, V 2x6D.F. PED 2x6CI-Fj\j DAB: I VI/19 1'xBD. EVI 0 1/2•L RSIONS: FIRST FLOOR FRAMING LAYOUT 2 x 10 D. . SCALE:1/4'-110 BASEMENT FLOOR PLAN LL V 11?/8•L • PSL BEAMS(WHERE SHOWN ON PLAN)SHALL NOT BE SUBSTITUTED WITH A BUILT-UP LVL BEAM. V Wi • ALL FRAMING MEMBERS SHOWN ARE FLUSH W/FLOOR OR ROOF PLANE(CONNECTED WITH METAL HANGERS) 2 x 12 D.F. UNLESS OTHERWISE NOTED OR DESIONATED AS A HEADER WHICH THEN THE MEMBER IS SET BELOW THE PLANE. ROOF H MA EXISTING PIT�OH OMMM• SOLID BRIDOINO 0 MIDSPAN RIOR BEARING WALL O.C.SHALL LAYOUT PLUMBING FIXTURES PRIOR T BVILTAJP 2 x POST OONTWUOUS DOWN TO FWOR FRAMING TO MINIMIZE THE NEED FOR TO FOUNDATION WALL OR CMDE& JOIST HEADERS AT PLUMBING WASTE LINES. (MI"IMUM POST WIDTH SHALL BE THE a REARCHMM D INK BEAM WIDTH PLUS 2 S'UDS) DWO No. r BUILT-UP POST ABOVE ON BBAM Al2 Ob ' CEILING HE10H I7 6"JOH FRAMING) RAOR FRAM 40 DO NOT SCALE PRINTS tcaplal>✓218052 GENERAL NOTES 1.MUD SKIS PLATES AND ALL OTHER LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE•TREATED T'DECAY IN ACCORDANCE WITH AWPA Ul,W17 OF THE 2015 IRO - ----- - --------1 2 ALLSTEEI,QdCWDiN0 BEARING PLATES SHALL BE SHOP PRWED AND I 2 x 6 STW WALL I I RECEIVE A SECOND GOAT IN THE FIELD UPON Cp>rIPLETION. Q Tj 1 3.TOP FLANGE OF STEEL GIRDERS TO BE FLUSH WfTH TOP OF FOUNDATION WALL COLUMNS TO BE STANDARD STEEL PIPE. 4.STEEL SHALL HAVE PRF.DRILLED HOLES FOR 1r101.DIA.BOLTS 0 TOP FIANCE ` i FOR 2 ROWS 0 24 N.O.C. WNW .PROVIDE SOLID BRIDGING O MID.POWT OF FLOOR SPANS OREATER THAN Oft.SUBFIAOR SHALL BE GLUED AND WAILED To FLOOR JOIST W/CONTECH nAm I 1 PROVIDE GALVANM METAL JOLT HANGERS AT ALL FUsH CONNECROm I ALL SOLID AND BUILT-UP WOOD POSTS SHALL BE CONTINUOUS(W/SOVD 01ALT-W FLATM I BLOCIQNG AS REQUIRED)TO FOUNDATION WALLS►PIERS,OR STEEL.GIRDERS. I K!R1Y+!'D. i A GALVANTIED(HOGS STEELBOLTS.ETG.---SHI1LL BE HOT DRUM-----__ JOIST 1�ANeER 1 10.PROVIDE 2 x FIR O AT DROP CF�II.INGS AND AT ALL AREAS REQUIRED r I r------'-------- - --� I BY CODE.REVIEW WITH LOCAL BUILDING OFFICIALS. I «I�tsl►14JltleIGAt!rn et'`SiM�SON• ti 1 I 2 x 6 STUD WN.L. I I 1 1.PRovmE HURRI('ANE A ATM REQ F+oMLSo R RIDGE vtNrs I AT EAc4 RAr Tut f 1 1 I q V2 TJI FLOOR JOIST I u 2.STEP ROOF SHEATHING y I I 1 I 1 3.FLOOR,Pn,LVL,PSL&LSL SHALL BE MANUFACTURED SY TRUE JOIST I I I I OR APPROVED EQUAL O.G SHALL BE RESPONSIBLE TO 2 x sl �cu► 1 r'--— I r�FE CIFICAMONS FORSUBSTrnJrED MANUFAcrvRERTn \ + I I 'TJI r1.+00R JOIST 1 1 1 S V4'x 14'FSL F1DR I T FOR REVIEW MIOR TO MATERIAL ORDER. e I I 2 x cie.JOIST I WALL BRACALMN ING I MODIFY �� I I JOLT�4/W6lR I ACING SHALL BE IN ACCORDANCE WCTH METHOD I I I I is TNr�ERrlwnoNwi1Df02 10.3>�DEMPLIANCB O 12' •�. I ; s I/4 x 14 FSL iIDIC 1 i �•+ I o 1 �------------,-----� I SHEATHING •� 1 r I i 1 OR: 71W ADVANTECH ,0 2 x 6 KNl3P'WLl I \ I I I k L: 1/r EXTERIOR GRADE PLYWOOD 2 x 10 GL6.JOIST 1 �+ I \ I 1 F(ASPHALT) 51W EXTERIOR GRADE PLYWOOD 1 F(OrT'HER)ti 3/4'E)(iERIOR GRADE PLYWOOD L_________________ _ _ ____.______� 1 I LEGEND r 1 �----------- ----.l I R� ltrb I mMST) JOIST Silt QI7/I7'TJU L------------------- - cMr� R JOIs� r--JasT �O 0 I vo 2 x 6 sTVD WAIL 14'TO KAPOR JOISTV4�'FrJI. I � � � I � i (9)140 LVL I q 1/2•LVL RIM WARD I I i JIG 1 i 1 1 1 C�� �>'II 0j"Or JOIST 1 1 1 I I I � i __ __ _ __ ___ -- I 11 1 1 1 A-560 SERIES JB-3 60 SERIES C-230 SERIES I 1 q V1'TJI 101.0m JOIST T]I 1.jOIST BY"wEYERHAusER'OR APPROVED EQUAL 1 I J 1 LUMBER 1.9 E(Fb-2AW PSI) L.V.L. LAMINATED VENEER LVM O �1�II P.S.L. PARALLEL STRAND LUMBER 2.0 E(Fb 2.900 PSI) I � * I�r I I I JOIST HANSM I L :jl I 1 o � �1 D.F. DIMENSIONAL FRAMING LUMBER N0.2 D.F.(Eb-950 PST) 0 4 1 I. 9 �J J J 1 2 x 6 CRIPPLE I I 1 IL I • P.T. PRESSURE TREATED LUMBER NO.1 S.Y.P.C%-1050 PSD QI I I *I iI IL 1 i I I Obi JOLST D RAFTER SPACING O 16.ON-CENTER 1 I UNLESS OTHERWISE NOTED ON THE FRAMING LAYOUT H I I LI1�!OF MALT-�' M:hg 5 1/2 LVL I I C2)14 LVL 1 FLOOR 1 1 y. : 2 x 6 D.F. N • • w 1 i/2 TJI 1•LOOR JOIST I 4 N 1/2'LVL HDR 4 1 ( AIR RHO. ( �LI V4 IRJ--f 7 1/4 LVL W w N om RM PLA"m } , 1 (,M I/2'LVLJOIST I --------- I SI I 2x8D.F. Z m =� I-----�I I =_= I --- -����VL- 1 � 1 1 •-� rJal 9 1/Z"'171 •~�• __- - I p .� I I i)n 102WD. / I 1 1 oldIMJ-10 2 x 10 D.F. Ll o z �� I p rJ-11 11 7/8"TJI x v I 11 1/4"or 1 7/8'LVI.• ^" owl r---------- - ------------1 O� -----------I 2 x b STUD WAu. I �.-iZ G.I6 µ TJ 1'LOOR.IOI'JT 7 I 2 x 1Z D.F. V-1 V4' I I T-�'1.�.= 14"T11 F'J-Ib w 1 16 TJI f------ ----- I 0)14'LVL mm •TRIM AS REQUIRED TO MATCH: E OF O JOTS?. i 11 1 I 2 x 6 D.F. 2 x s I I11 I I I 2sT11T7s • O C.-•G•M 9 2 LVI. I III eA C4W x 10 D.F. - JOWL----- I I Z 117/ LVL _ I/='TJ MOM JOIST ` -- ------- ----- �,..� _ I v2•LVL RIM 1 w 2 x 12 .F. I Hi 1 OOA"P I V 2 x 6 D. SLOPED (b)4 1/2'LVL HDR am RM 1'1.0OR I 1 Z x 6 D.F. A'TE: • oOX f7�0YW I 1 11,/ll� VUII- K'FE'J M L---------- -----� �""b 2 x 8 D.F. SIONS: 9 1/2"LVL SECOND FLOOR F 2x 10D.F.IN0 LAYOUT w 11 7/8"LVL ` FLOOR PLAN _y_ • PSL BEAMS( ERE SHOWN ON PLAN)SHALL NOT BE SUBSTITUTED WITH A BUILT-UP LVL BHAM. � � It-12 12 D.E. WH , • ALL FRAMINO MEMBERS SHOWN ARE FLUSH W/FLOOR OR ROOF PLANE(CONNECTED WTTH METAL HANDERS) ROOF PITCH Mgt I MATCH MOMIG PTTICH UNLESS OTHERWISE NOTED OR DESIONATED AS A HEADER WHICH THEN THE MEMBER IS SET BELOW THE PLANE. � �I iEVI INTERIOR BEARIh10 WALL • SOLID BRIDOINO b MIDSPAN PLANF�� O ..,,�► T BUILT-1JP 2 x POST OgNt7N000S pQ�RIN 2 2020 �� TO FOUNDATION WAU OR OIRDE� ARCHITEM Q.C.SHALL LAYOUT PLUMBING FIXTURES PRIOR (MINIMUM POST W1DrM SHALL BE THE w RED TO FLOOR FRAMING TO MINIMIZE THE NEED FOR DATE • � BEAM WIDTH PLUS 2 STUDS) Dwc Na. JOIST HEADERS AT PLUMBING WASTE LINES. ( �, BUILT-UP POST ABOVE ON BEAM CEILING HEIGHT(ROUGH FRAMING) ..i �► �. .fir .t '`:.. FLOOR""I DO NOT SCALE PRINTS Kaplan/218052 GENERAL NOTES 1.MILD SILLS PLATES AND ALL OTHER LUMBER>N CONTACT WITH OONCRETE WITH A E pa Ul(R31 OF-TI 20 SI� DECAY IN ACCORDANCE1. ALL STEEL,INICLUDINO BEARING PLATES SHALL BE SHOP PRIMED AND �1 RECEIVE A SECOND COAT IN THE FIELD UPON COMPLERON. 0 3.TOp RANGE OF STEEL GIRDERS TO BE FLUSH WITH TOP OF FOUNDATION O WALL COLUMNS TO BE STANDARD STEEL PIPE 14 —.— ————— 1 4 L.STEEL SHALL HAVE M&DRILLED HOLES FOR VZ4N.DU BOLTS®TOP RANGE r———————— FOR 2 ROWS•244N.O.C. N t.LVL Mpm 1 5.PROVIDE SOLID BRTDGINO 0 MIDpaW OF FLOOR SPANS GREATER THAN 8 fL _ I .SUBFLOOR SHALL BE GLUED AND NNLED TO FLOOR JOIST W/CONTECH PL4W. .PROVIDE OALVAN12EO METAL JOTS?HANGERS AT ALL FLUSH CONNECT(*M Are a 1 ALL SOLID AND BULT42 WOOD POSTS SHALL BE CONTINUOUS(W/SOLID 1+O I BLOCKING AS REQUIRED)To FOUNDATION WALLS,PIERS.OR STEEL GIRDERS. r— w-----w---ww—w----------------- OT t 9.ALL EXTERIOR METAL ANCHORS,FASTENERS,DOLTS,EM....SHALLBEH I oLr IwT�le a1 1 x b Is�rTE+e�-'nE ------ - , DRIPPED GALVANIZED MDG)STEMe .P JOIC)AT Mop CEILINGS AND ST TOdE"m 1 ——— ————— i 10.BY CODE MOVDE 2REVIEW WITH�WCAL BUILDING AT ALL AREAS REQUIRED Are I --- I � S�•x I PBi. i I 1 1.PROVIDE HURRICANE ANCHORS AT ALL RAPIERS.STMPsoN.H'2.SA. �If I i 2.STEP ROOF SHEATHING BACK FROM RIDGE AS REQUIRED FOR RIDGE VENTS 3.FLOOR FOIST.LVL,PSL&LSL SHALL BE MANUFACTURED By TRUS JOIST I , I SUBMTT SPECIFICATIONS_ t i aVIErYERHAEUSER OR ApPROVEDEQUAL-O.GSHALL BE R65P0?�BLE TO 1------------------� I ARCHITECT FOR REVIEW PRIOR TO MATERIAL ORDER. I i 2 x 8 JOIST WALL BRACING Z x 12 GEILINS JOIST I WALL BRACING SHALL BE IN ACCORDANCE WITH METHOD JOIST 0ANSER• I I 1 I I I I CS-WSP(TABLE 602.10.4)AND TABLE 602.10.3 IN COMPLIANCE EAd.N JOIST • i i i i 1 ( i F 0TS INTERNATIONAL RESIDENTIAL CODE. �O T I ; u ,u 1 SHEATHING •r� t SAT�IlT b x b EA,G.s.JOIST OR: 7/8"ADVANTECH I 1 .0 t 2 x 12 GLb.JOIST _ I i I —— —————— ! WALL- 1/2"EXTERIOR GRADE PLYWOOD cd ow L---------------------------------1 i 1 1 ' 1 x bIGCILINb JOIST • , 4) 1 SPHALT): S/8"EXTERIOR GRADE PLYWOOD � THERk 3/4"EXTERIOR GRADE PLYWOOD I 2 x 4 emu.TO I 2 x 41042MALL--- 0 LEGEND IeA1�I m ABODE i AaovE TO IRAr�les I I I 1 1 1 eTINs I I i 1 I �--------------------- - ---------------J e JOIST SIZE QI"►�•rJV(mwo aJOIST) JOIST��o� 0 I GRII�1'1.E�� t .�- •� I IIA C".JOIST I (I •-+ 4) �15? 1 1 f o rltCMi D111EGT M of.JOIST 1 SOA x ———— — �ItOOP RAI*7!!V (1b'O�G� 'b ATTIC K ,`e• n n n 4< A-560 SERIES B-360 SERIES C-230 SERIES 0 I I I - II II Il • � ' I TJI I-JOIST BY'WEYERHAVSER•OR APPROVED EQUAL 04 QJ I I I I II II II V) 14 t ® K K I I 1 I ( I L.V.L. LAMINATED VENEER LUMBER 1.9E(Fb-2.600 PSI) 1 I t ® I I ( I I I I I I P.S.L. PARALLEL STRAND LUMBER 2.0 E(Fb-2,"0 M 04 O vo t I I I I I I U , I t —— 1 ——— I ——— ( I—— D.F. DIMENSIONAL FRAMING LUMBER NO 2 D.F.(Fb-950 PSq P.T. PRESSURE TREATED LUMBER NO.1 S.Y.P.(Fb-1050 PSI) al N 1 ' I I 11 1 I 11 JOIST AND RAFTER SPACING Is 16.ON-CENTER t 0 2 a x•�� I I I I I I I UNLESS OTHERWISE NOTED ON THE FRAMING LAYOUT •EA. 11 II II 1 I I I I I I �'� s�"LVL •-' j ENt�M*C".JOIST I x x I 1 1 1 I I 2x6D.F. �4 JOIST"Ame t• 1 I M M 1 1 1 I 1 1 IOb AC44 JOIST t x I2 MIDIt L------I I U U u r f'J-1 7 1/4"LVL Lw r.-w..-- .."�.w-.mow-----ww-r.w� -- 1 �..y �M f=J'-0 2 x 8 D.F. ►-�aD (//Yy��, � rw rwwwww--.----- -----------' -------•� LING 1 a�_I I� • GAIN.GLO. =; I'J�I C".epawI �B e1gST>TM Cur ewc.K eFeAT*rlNs 11 �' II vs•�i. T---- I �� 9 ��I . -� 6 t2 x 4 K1•E1�LL TO I-�- —— .———— ..—— —————— 9 1/4 or 9 1/2 LVL z IRAPTERS ABOVE t r------------------------------------1 1'J-fo 2 x 10 D.F. �' I I t 9V4•2W.INLYY40W 1 �..J-11 s- I Z a I I I GUWcr•EAR ISArTER I O 11 7/ 73 x I 0 A LED 4 eWED) 1 1 �•1 e I A19D 2 x•SCrl4D INST90 PLAIN I , I 1 �•+ !"'�-11 11 1/4 or 11 7/8.LVL p •EA,.RAI''fllt 1 �.,, 2 x 4 K�Y�LL i RigST1Ab CLr•.JOIST 2 x•CAA.JOIST TO RAr1LM r`�"t2 2 x 12 D.F. °' g I -- - ------ ------__� 1 C44 ————-, e 1 fxJ-14 1e TJl I JOIST%vam• I O f'J-fb I EAcm JOIST 1 96 i4 TJI I ep Imo•It I I rn• j I I •TRIM AS REQUIRED TO>w1=H DEPTH OF WaSTINO JOIST. a1:wER , I i 1 L-rwww. wwww..wr.w. ww. w�.w-www-rwwJ I I 1 I (D)14'LVL RUNE PJi<AM � t x D. . I 1 ("MY Tosar m i 04" 1 2 x D.F. DOME TOP fR A11a O G,J� 9 i/ LVL 1 I •ALL KNEMYVA A , cftk4c 2 x AD.� L---------------------- CUrDACc 2x4 iTO 1 SJJ!'AI~AS IAAPrefs ABOVE 1 Z PWID. 11 v< 2x12AF2xe".JOIST W . V -0 2 x 6 SLOPED I It A 2 x 6 F. DATE: I 12/12,/19 I GRtf�7.J:ow umm 1 2 x 8 .F. CEILING FRAMING LAYOUT rA�.JOIST 1/2" REVISIONS: SCALE,1/4"-1'-0" SECOND FLOOR PLAN ,ADD RA!Z x•R!� 1 9VL • ALL FRAMING MEMBERS SHOWN ARE FLUSH W/FLOOR OR ROOF PLANE(CONNECTED WITH METAL HANGERS � � I w 2 x 1Q F. UNLESS OT'HERWISB NOTED OR DESIONATED AS A HEADER WHICH THEN THE MEMBER IS SET BELOW THE PLANE. i cis I JOIST i V I l i/8•L • PROVIDE SOLID BRIDOINO*JOIST MIDSPAN GREATER THAN 8'.0•. () 0VA.AVP 2A 19 I R'' txl2®.F. L --— — — — — ---- J ROO!�M m4mEXISTING P1TCN IN1TRIOR BEAPJNG W T BUILT-UP 2 x PO$T CO US DC WN TO FOUNDATION WALL OR GIRDER ARCHMSCTS (MINIMUM POST WIDTH SHALL,B Tms R®trrK BEAM 194ETA PLUS 2 STt.Mo '0 IDVM No. BUILT-UP POST. V ,ON BEAM N ON, Ob • CEILING HEIGM(ROUGH FRAM04" A14 CEILING FRAMING DO NOT SCALE PRINTS Kaplan/218052 GENERAL NOTES FALLMM4 REATEDA(aAtN�D AC2015 MCI WLUM0 BEARING PLATES SHALL BE SHOP PRIMED AND SECOND COAT IN THE FIELD UPON COMPLETION. 0 3.TOP RANGE OF STEEL GIRDERS TO BE FLUSH WITH TOP OF FOUNDATION WALL.COLUMNS TO BE STANDARD STEEL PIPE. w STEEL SHALL HAVE M&DRILLED HOLES FOR L-IM.DiA.BOLTS•TOP FLANGE FOR 2 ROWS 0 24 N.O.C. PROVIDE SOLID BRIDGING 0 MIDPORa OF FLOOR SPANS GREATER THAN 8 fL SUBRLOOR SHALL BE GLUED AND NAILED TO FLOOR JOIST W/CONTECH PL00. PROVIDE OALVAN=METAL JOW HANGERS AT ALL RJUSH CONNECn(". ------------• ---------- •---, SECONTINUOUS(W/SOLTD ALL SOLID AND BUILT.UP WOOD POSTS SHALL 9/4•LwXr.}�Yy�Op I KOCKQNO AS REQUIRED)TO FOUNDATION WALLA PIERS.OR STEEL GIRDERS. 6 PlArIZR I I 9.ALL ECTERIORMETALANC�tM FASTENERS,BOLTS.ETQ-SHALL BE HOT (INI►II.'I"D e 112 DRIPPED GALVANIZED(HDG)STEEL [0.PROVIDE 2 x RRESt'OPPING AT DROP CERMW AND AT ALL AREAS REQUIRED BY CODE.REVIEW WITH LOCAL BUILDING OFFICIALS. ?A s 1 1.PROVIDE HURRICANE ANCHORS AT ALL RAFTERS,S34PSO'N 0 H25A. ——— —————————----—————— 2.STEP ROOF SHEATHING BACK FROM RIDGE AS REQUIRED FOR RIDGE VENTS r I 3.FLOOR WIST,LVL,PSL&LSL SHALL BE MANUFACTURED BY TRUS JOIST 1+ I WEYERHAEUSER OR APPROVED EQUAL O.C.SHALL BE RESPO SMLE TO SUBMIT SPECIRCATKM FOR SIUBSML"W MANUFACTURER TO r———_— ————__, I ARCHITECT FOR REVIEW PRIOR TO MATERIAL ORDER. I•RovM 2 x 6�-Tl� I 1 I �'�`� ' WALL BRACING Q� •f*"IXISTINb RAt Test I -----J TMtOU•FIOt1T i.XISTIN•Arne I 1 I �---------------------- WALL BRACING SHALL BE IN ACCORDANCE,Wm{ME�n-!oD , TRAM'MJRR ROOF �or BAW��A'X.IN CSR/SP(TABLE 602.10.4)AND TABLE 602.10.3 IN COMPLIANCE P'R t4l!NON ROOF I ovm MAIN ROOF x BOLT LVL�b 11DeCIfl7t 1"rTM C.y ROMb OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. ovm a s"o ROOF ( 1 I V2"DNA.MDb.•24.Ot.. -- --- -- --- ------�--- ---- ---T�-------------- -----------------, -----------------, SHEATHING r----- I ° --------- - SUBFLOOR: 7/8"ADVANTECH 4 WALL: 1/2"EXTERIOR GRADE PLYWOOD a�+ i I /E7 c::- ° s ROOF(ASPHALI�: 5/8"EXTERIOR GRADE PLYWOOD (v I I r ROOF(OTHER): 3/4"EXTERIOR GRADE PLYWOOD - , I I 1 I �1/2•LVL RJD�ee LEGEND I I I I I I � I / I I I 1 T I I 1 TO I .JOIST Sm AI 9/I'!"Tj) I I I ® ® I I I------------------I (1"LOOR.IOiST) .!GIST Beeln�bo 0 I I/2 LVL RI h I � I I I 1 I TITrN > G110N OF. IST LIP!OF WHIM (moor� !Ib•OrCi� 'b 1 (2 x SUD-PASCIN (2)2 x e RArTM A-560 SERIES B-360 SERIES C-230 SERIES x ( �J' I I I 1 1 I I TJI 1-JOIST BY"WEYERNAUSER"OR APPROVED EQUAL r ltrE-1 ry t I , \ I I Q I M p� I r , LV.L LAMINATED VENEER LUMBER 1.9 E(Fb-2,600 PSU � I I I — — — ---CAX � ed P.S.L. PARALLEL STRAND LUMBER 2.0E(Fb-2.900 PSA 0 •r I - `� - I I I I I 1 } W-O" 4W aQ. I 1 D.F. DIMENSIONAL FRAMING CLIMBER N0.2 D.F.(Fb•950 Psl) w III Ff—t-'a GUT!lfAGK �� T---- I 1 I I P.T. PRESSURE TREATED LUMBER NO.I S.Y.P.(Fb-1050 PSI) QI N 11) 1 ROOF MR STAIR OT'eb � i )GIST AND RAFTER SPACING IS 16"ON-CENTER N UNLESS OTHERWISE NOTED ON THE FRAMING LAYOUT I I ------ ---------- i r.J3 51/2"LVL P" I LIP!OF!:Abe I I I � r `� ` txJ-6 2 x 6 D.F. 11 (M.eJ I �� � e I I" -�•1� I LIP!OF T�We 0)2 x O RAI'T1;R �` !°J-1 R (mv Y I C1 x l6IJ�1'ASGIN /� (4)V2"PIA. �♦ r�1 2 x 84D.F. I I 2 x&SPLIT ...� r.H oG cOLLAIt DeAM i O �� 9 1/2r TJI I _ Z 1 If. 0 o ��� O 1`.J-lo 2 x 10 D.F. I I 1 Rrlo I I �� TI; �� O vwj4I 11 7/8"T31 xJw a I I I"J-11 11 1/4"or 11 7/8"LVL" •o, ~� Ar I -L—------ 2x1217 D.F. L_It.._ 11r10 -x-_______---J I 14" I I rJ-Ib I I r------- -----� t6• ilk LINE�"AM r———--———————— —'�————1 I , TRIM AS REQUIRED TO DEPTH OF TOQSTTNO JOIST. (2 x euta-FASCIN j I 1 I j eeumff i PArTm i " 1 I I I I MAIL10•ft") I 1 2 x 6 ROOF FRAMING LAYOUT I , � 1 I � ('$ ��, I � 2 x 8 D . SCAU.1/4'-1'W SECOND FLOOR PLAN b 1 j 1 O"J-4 9 1/2 t • PROVIDE SOLID BRIDOINO 0 JOIST MIDSPAN OREATER THAN W-W. 2 x 10 D. • ALL"AMINO MEMBERS SHOWN ARE FLUSH W/FLOOR OR ROOF PLANE (CONNBCTSD WITH METAL HANOBRS)UNLESS OTHERWISE NOTED OR DESIONATBD 1 AS A HEADER WHICH THEN THE MEMBER 19 SET BELOW THE PLANE. I 2 x IZ 1t117eI: I µ"Ly�,x I W 2 x 12 D.F. • LATERALLY BRACE ALL POSTS W/COLLAR B8AM9. I loose�AMI • ALIGN EACH RAFTER WITH ItL.00ROR CE1L1N0 JOIST ArIDTTaBACK WITH 5 E `-----`----- ----.1 L -----__--_ — — ------� V 2x6D.F. D 2 x 6 0 490 ANOLE AS SHOWN ON DETAILS(SEE NOTE 010) Is BOLT LVLs T108 mm rm w mom 2 x 6 D.F. DATE: • PROVIDE 2 x 6 RAFTER TIE IN ADDITION TO CEIUNO JOISTS AT EACH W VIA.MD1R.•24"OG. R 12,/IZ/19 RAFTER THROUGHOUT ATTIC 2 x 8 D.f. REVISIONS:RJR UPLIFr CONNHCTION CAPACITY a �y 9 1 it L i 1�CJ �26 L�R w 2 x,10 D.F. 1R Q 1 i 7/8•L PROVID80 SoQ � �Q 1 2 x 12 D.F. -SIMPSON 0 H 2.5A HURRICAN9 TIE , ROOF PITCH Y MAtCH EXISTING PITCH } 44MRIOR BEARING WALI, B T BVILT-UP 2 x POST COM'INLlOUS bOWN To FOUNDATION WALL+OR ARCHrrECM (MINIMUM POST WTID Ff SKA&�R'MI: INRMRC BEAM WIDTH PLUS 2 IDS) DWG No. r BUILT-UP POST ABOVE N BEAM CEILING RQGHT(ROUGH FRAMING) A15 ROOF FRAMING DO NOT SCALE PRINTS KaplarV218052 GENERAL NOTES w 1. PROVIDE 9CESHIELD'WATERPROOF MEMBRANE BY"DUPONT' x AT ALL EAVES,VALLEYS AND CRICKETS.COVER ENTIRE O LOW-PITCH PORCH ROOFS(4/12&LESS)WITH THE WATERPROOF MEMBRANE. 0 2. ROOFING SHALL BE ACHITECT URAL ASPHALT SHINGLES SUBMIT SAMPLES FOR OWNER'S APPROVAL. v 3. GUTTERS&LEADERS SHALL BE BAKED ENAMEL ALUMINUM. �>1 GUTTER SHALL BE 6"1 KSTYLE. 4. ALL FLASHING(CONCEALED AND EXPOSED)SHALL BE 16 as.COPPER MID—POINT OF ROOF 5. PROVIDE 16 OZ.COPPER SILL PAN FLASHING.AS PER DETAIL, —— — AT ALL EXTERIOR DOOR OPENINGS. 6. PROVIDE COPPER DRIP EDGE AT ALL EAVES. 7. SIDING SHALL BE WHITE CEDAR SHINGLE 8. TRIM SUCH AS FLAT ST(:)CK AND MOULDING SHALL BE "AZEK"OR EQUAL. 9. RIDGE VENTS SHALL BE SHINGLE VENT BY AIRVENT.INC, _ OR EQUAL 10.PROVIDE"AIR&VAPOR BARRIER"WRAP BY"GRACE"AT ALL WINDOW AND DOOR ROVGH OPENINGS AS PER DETAIL. 11.EXTERIOR WALL SHEATHING SHALL BE WRAPPED WITH O 1E] F] REMOVE SIDING 4 TRIM 4 9 'HYDROGAP"HOUSEWRAP BY BENJAMIN OBDYKE.ALL SEAMS (EXPOSE SW-AT14IN&) a. SHALL BE TAPPED AS PER MANUFACTURER'S SPECIFICATIONS.LIE1 IL z � 12.PROVIDE 1 x COMPOSITE KICK BOARD AT EACH DOOR SILL. Q 13.PROVIDE COPPER DRIP CAP FLASHING AT ALL FRIEZES, 'O v COLUMN CAPS,WINDOW AND DOOR HEAD TRIM. cd 14.PROVIDE'AZEK"J-BLOCKS AT EXTERIOR WALLS FOR w MOUNTING OF LANTERNS,HOSE BIBS.ELECTRICAL Q OUTLETS,ETC.AS PER DETAIL. 15.G.C.SHALL DEVELOP PAINTING AND/OR STAINING SCHEDULE AND SPECIFICATIONS WITH OWNER.SUBMIT Iq3�� PROPOSAL AND SAMPLES AS REQUESTED. ANE�iA6re 6fiIRDB _—, rr �1 049011ove eRIc.K vENISR "0 v 41 FRONT ELEVATION R E E j SCALE:1/4'-1'-0" EXISTING PLA 04 DEC 22o2o— ocd �t . VILLgGE O .RYE a o U G j FINISH SCHE z w 1s 6'/- G1 I ARGHIT751JRAI.A91°HALT 9FfINOI.Es Moor-- _ MID-40OINT OP ROO I A4 : z z 12 FL. FL. w � _ WIN.MD. 0 O w z a ti mAZEK0 RAKE 4 1, U IN&-- CAWAR 9HINl SIDING. O y ,... .� U .., K O ` J G� �a z ° u ° 3 0 �� 4 ~ O~ ..� cM.ern Rt w IR.. FL. �_ ` 9 �� a w ww MR HD. / 9✓4 x b AZBG 09. (..,Q z ° x I-• 0 to 5/4'AZEK8 APRON- W H D W ,W1 AL I SV4 x b'AZIEKO CASINO aw w g 0 Q a j w O U It.:� L.]U ...1 vI U AW.W'BG T SHINGLM LL I •AZEQC HIl3RIORIG SILL b • CANOPY -AZEK' 11 H LL11 Fpffi HH fflFH FH P1RST FLOOR - ZOO.OS' ` ' Z A z w DATE: 12/12/19 W 'THIN'STONE _ - - _ U � � O x R s1oNs: - - - - - � w w w O p w �►vta eRADe I�� as co ° z z w 12%OV20 -------F----------,-- - - -- •AZE9C•CLAD P03T z (— I I I Sb'h.CEDAR RAILING -GEMiNT 6TUC.e•.O FiNIStI --J L 1------ ----------i----- -t W/I'BLUE3TONE(I�ITGH)GOPINb w -- - L------L------------L---- -J Od 0 STONE SFIELP b•BELOW 6RADl= � 8 O O U U W (� � ULL, ORtanwLARCHr c'rs FRONT ELEVATION 0 z 3 w z ° L IN RM M 0 OU � O � p DWG No. SCALE:1/4"-1'V PROPOSED ;Q.i � $ w A16 co a � w 0 U 3 ELEVATION DO NOT SCALE PRINTS Kaplaln/21e052 GENERAL NOTES 1. PROVIDE'ICESHIELD"WATERPROOF MEMBRANE BY'DUPONT AT ALL EAVES,VALLEYS AND CRICKETS.COVER ENTIRE c LOW-PITCH PORCH ROOFS(4/12&LESS)WITH THE WATERPROOF MEMBRANE. c 2. ROOFING SHALL BE ACHITECTURAL ASPHALT SHINGLES a SUBMIT SAMPLES FOR OWNERS APPROVAL d 3. GUTTERS&LEADERS SHALL BE BAKED ENAMEL ALUMINUM. GUTTER SHALL BE 6"w.K-STYLE. Fi 4. ALL FLASHING(CONCEALED AND EXPOSED)SHALL BE 16 oz.COPPER. 5. PROVIDE 16 OZ.COPPER SILL PAN FLASHING.AS PER DETAIL. PVM ROOPINS AT ALL EXTERIOR DOOR OPENINGS. (MXPOSE SW-ATHINS) 6. PROVIDE COPPER DRIP EDGE AT ALL EAVES. 7. SIDING SHALL BE WHITE CEDAR SHINGLE V 8. TRIM SUCH AS FLAT STOCK AND MOULDING SHALL BE 'AZEK'OR EQUAL 9. RIDGE VENTS SHALL BE SHINGLE VENT BY AIRVENT,INC. OR EQUAL 10.PROVIDE'AIR&VAPOR BARRIER"WRAP BY"GRACE'AT ALL WINDOW AND DOOR ROUGH OPENINGS AS PER DETAIL I L EXTERIOR WALL SHEATHING SHAD.BE WRAPPED WITH 0 'HYDROGAP-HOUSEWRAP BY BENJAMIN OBDYKE.ALL SEAMS 41 SHALL BE TAPPED AS PER MANUFACTURER'S SPECIFICATIONS. 12.PROVIDE l x COMPOSITE KICK BOARD AT EACH DOOR SILL 13.PROVIDE COPPER DRIP CAP FLASHING AT ALL FRIEZES, '0 COLUMN CAPS.WINDOW AND DOOR HEAD TRIM. 41 cd 14.PROVIDE"AZEK")-BLOCKS AT EXTERIOR WALLS FOR � MOUNTING OF LANTERNS.HOSE BIBS,ELECTRICAL - -- -- -- - OUTLETS.ETC.AS PER DETAIL 15.G.C.SHALL DEVELOP PAINTING AND/OR STAINING SCHEDULE AND SPECIFICATIONS'%T"i OWNER.SUBMIT J PROPOSAL AND SAMPLES AS REQUESTED. RE\/ - •pw �. pal F � � a PLAI b LEFT SIDE ELEVATION t T� DEC - 2 SCALE-1 4'-I'V EXIMNO 2020 v 4' _ o cc t�►-�E OV R'y a BUILDIIV o (� G DEPART T a MEN N FINISH SCHEDULE gu LLI p 0 u ARGHITWTURAL ASPHALT SHIN6LL"S (� La cC C) •� p a I! A G J 0 0 z w I z ac a x VVz z w z� 0 L�w G®AR 5FIINBLE 9IDIN6 - ----- � �� �W � � S �' � a. LLI E' '1✓4 x b'AZEK'OD. --- 'AZEK'RECE99 PAJ 1 � � � �j 0 Q� = U w,Q � � 2 y Lill H 7 11 Li 11 '^ZM9 GANOPf BRA #:a"- W \ DATE: p A 12/12✓19 -/ - _ w w w U 0 (� � EVISIONS: + p �t X W r 12,'01/20 'AZBC•HISTORIC SILL —————— z U I I I � _ J ( I 5✓4 x b AZBC GASINS I I + G D41NT STUCCO I I STOW SHELP b'EeLo" I �——J PINIDE SFF �"'———�-————TiT GA T p W Q� L——— ---- ---J--J� O lS71lPOOTINdd , U z t l p Rlsee TO CCrA1L,,A09 NLS"!P'00T1N9 PIN To U Q }, W O00MLARCHMCM EAST1149 HOV5e FOonH& ST1'DOM NM POOTRO AND V � � � w AG p IN RM IM LEFT SIDE ELEVATION PIN t=TO A"N9 Ho1xw Focmms o z z�, $ � c, o DWG No. SCALE-1 4'-1'4r PROPOSED 00 Q z p p A17 as a w 0 U °3 ELEVATION DO NOT SCALE PRINTS Kaplan✓218052 SENIOR— GENERAL NOTES 1. PROVIDE'ICESHIELD"WATERPROOF MEMBRANE BY"DUPUN-r 1AT ALL EAVES.VALLEYS AND CRICKETS.COVER ENTIRE 0 LOW-PITCH PORCH ROOFS(4 12 6L LESS)WITH THE WATERPROOF O MEMBRANE. N 2. ROOFING SHALL BE ACHTTECTURAL ASPHALT SHINGLES SUBMIT SAMPLES FOR OWNER'S APPROVAL 3. GUTTERS&LEADERS SHALL BE BAKED ENAMEL ALUMINUM. GUTTER SHALL BE 6"w.K-STYLE. 4. ALL FLASHING(CONCEALED AND EXPOSED)SHALL BE 16 oz.COPPER 4. PROVIDE 16 OZ.COPPER SILL PAN FLASHING,AS PFR DETAIL, AT ALL EXTERIOR DOOR OPENINGS. 6. PROVIDE COPPER DRIP EDGE AT ALL EAVES. 7. SIDING SHALL BE WHITE CEDAR SHINGLE V \�\ 8. TRIM SUCH AS FLAT STOCK AND MOULDING SHALL BE "AZEK-OR EQUAL 9. RIDGE VENTS SHALL BE SHINGLE VENT BY AIRVENT,INC. OR EQUAL 10.PROVIDE'AIR&VAPOR BARRIER"WRAP BY"GRACE'AT ALL E-1 WINDOW AND DOOR ROUGH OPENINGS AS PER DETAIL 11.EXTERIOR WALL SHEATHING SHALL BE WRAPPED WITH O 'HYDROGAP-HOUSEWRAP BY BENJAMIN OBDYKE.ALL SEAMS ii SHALL BE TAPPED AS PER MANUFACTURERS SPECIFICATIONS. 12.PROVIDE 1 x COMPOSITE KICK BOARD AT EACH DOOR SILL. 4 O 13.PROVIDE COPPER DRIP CAP FLASHING AT ALL FRIEZES, ' COLUMN CAPS,WINDOW AND DOOR HEAD TRIM. cd 14.PROVIDE-AZEK-).BLOCKS AT EXTERIOR WALLS FOR MOUI MNO OF LANTERNS,HOSE BIBS,ELECTRICAL v OUTLETS.FTC.AS PER DETAIL 41 - - — - -- -- -- - - _ 15.O.C.SHALL DEVELOP PAINTING AND/OR STAININO . SCHEDULE AND SPECIFICATIONS WITH OWNER.SUBMIT _ PROPOSAL AND SAMPLES AS REQUESTED. ---- - O 5 z In p REVIS PLANS04 DEC - 2 2020 v MATE 0Cd REAR ELEVATION o a SCALE:1/4"-1.0' E3C1S77NO 0 BUILDING DEPARTMENT FINISH SCHEDULE M N W W w �� im z� z 1z 0 ..• ARGHITEGTURAL ASPHALT SHIIJdLJ!s O z • a z 0 w Z z o, 6+/- U Q ® � AG aG •-, ,o •a p J f1G i o ... WIN.M. rL -- U U a f � 1 J IIIT T i •AZEK'HISTORIC SILLEll 'B Lt1 O W J z �°0�'' � w w _ c� !lac rL�OOR CEDAR SHINdI.,E 91DIN6� x �� x Z � � C� O �n .D>=D Ri — IH E.. to Ise µ1 x W CASINO— PL. f9.. !"9.. 5/4 x 6-AZEK` �j t O {{o�� �V. ILHA-u XL11 w p. 4 �" oG 0 WIN. 100 W4 x 6'AZEK"G.D. 96'h.CEDAR RAILN& O � � 1 Q z 0 DATE. 12/12/19 1sIR9T FLOOR \ / \ W U O REVISIUNSI / \ w c0 12/ /z� � O1 20 m eWy zq w O - IWy z a a U cn fn I I---I I I I I I I I I I I I I w O 12,VUh6 coNrtiere I I I I I I I I I I I f i I I I ct 4mRr STUGGO FINISH 2 W Z. j PO"ATloN, I I I I I � Q z LJ J O L — � ' L-------------------� V w C1 �. `� wI nl3crs L QJ RED OJK REAR ELEVATION �--------------------J z o z ; z o DWO No. SCALE:1/4"-1'V PRO"m Q Q z O 1-1 O Q Al � a v, � � w 0 � U 3 E1.EVAnON DO NOT SCALE PRINTS Kapla1V218052 Allow 411110111. Aft. Aft.- G ENERAL NOTES I. PROVIDE SCE-SHIELD"WATERPROOF MEMBRANE BY'DUPONT" AT ALL EAVES.VALLEYS AND CRICKETS.COVER ENTIRE 0 LOW-PITCH PORCH ROOFS(4/12&LESS)WITH THE WATERPROOF 0 MEMBRANE. 14 2. ROOFING SHALL BE ACHITECTURAL ASPHALT SHINGLES W SUBMIT SAMPLES FOR OWNER'S APPROVAL. v 3. GUTTERS&LEADERS SHALL BE BAKED ENAMEL ALUMINUM. �>` GUTTER SHALL BE 6"w.K-.4TYLE. 4. ALL FLASHING(CONCEALED AND EXPOSED)SHALL BE 16 m COPPER. 4. PROVIDE 16 OZ COPPER SILL PAN FLASHING,AS PER DETAIL, AT ALL EXTERIOR DOOR OPENINGS. 6. PROVIDE COPPER DRIP EDGE AT ALL EAVES. 7. SIDING SHALL BE WHITE CEDAR SHINGLE \ 8. TRIM SUCH AS FLAT STOCK AND MOULDING SHALL BE 'AZEK"OR EQUAL \\ 9. RIDGE VENTS SHALL BE SHINGLE VENT BY AIRVENT,INC. OR EQUAL 10.PROVIDE'AIR&VAPOR BARRIER"WRAP BY"GRACE"AT ALL r WINDOW AND DOOR ROUGH OPENINGS AS PER DETAIL 11.EXTERIOR WALL SHEATHING SHALL BE WRAPPED WITH 0 'HYDROGAP"HOUSEWRAP BY BENJAMIN OBDYKE.ALL SEAMS SHALL BE TAPPED AS PER MANUFACTURERS SPECIFICATIONS. 12.PROVIDE 1 a COMPOSITE KICK BOARD AT EACH DOOR SILL. 0 13.PROVIDE COPPER DRIP CAP FLASHING AT ALL FRIEZES, 'O COLUMN CAPS.WWDOW AND DOOR HEAD TRIM. \, oo lo 14.PROVIDE'AZEK'j-BLOCKS AT(7CTERIOR WALLS FOR � MOUNTING OF LANTERNS,HOSE BIBS,ELECTRICAL -- OUTLETS,ETC.AS PER DETAIL 41 — - --- -- 15.G.C.SHALL DEVELOP PAINTING AND/OR STAININO _ SCHEDULE AND SPECIFICATIONS WITH OWNER.SUBMIT PROPOSAL AND SAMPLES AS REQUESTED. 0 0 ...a REVISE RIGHT SIDE ELEVATION PLANS 04 SCALE:1/4"-IT" 17QSTMG DEC � n Z 2V v N DATED 0 04 -� 0 U BU1LDIIVG O � a N TM FINISH SCHEDULE �a AMHITMIURAL ASPHALT 12 12 w Irl ^ N SHINt5LE8 */.6 +/- }' W w w ccx� U A 2 nil AW a _ .�. U ;Q z -- CZDA1e SMNSLE SIDING i 0-4K ti $a 11-u2 g � b /► ARGHIIWTURAL � 4 ASPHALT SHINSUM .J sm ARGHITbG ASPHALT �g�v��� IW.I W SHINGLES (M. C� a z w w --- S/4 x 6•AZ&c•ca. UU x� a a 0 ILDU. raN.HD. F' cn O W x W 5/4 x 6`AZEK"cASPAS W-j mar� a •AZBG•HIST e,SILL j girl U S a OO $6•h.c mAR 9b`h.CEDAR 7 RAILING RAILING a Wc�u ch FIRST FLOOR _ \ W DATE: - - -- - -- - z A z z 1Z/12/19 ' U U a C7 0e REVISIONS.- W Q Q d w ul 12,101/20 III —,—— W aa I I I I z -- L U V v�icn 'AII�G•GLAt�POST 96•h.AUK L�--L—j1J 6 x 6 P')rbsT — I I I i i �S•T.R1r114r.GONC.RETe Q Z I I ' i STOP!vB RAILIPi6 t 6ATta I I I I f I I I II I LANPINO PAD � NETV ———————T-'———— 6TnNe SHELF 60 am-OM MOO"MLLI 1 i I FOUNC co�+cl AT1 neeM � � J z -------- L ------- GOMM � Nr O dw FAICATION ne o4 .i. zt STEP FOOTING (PEPM TO VeTAILr A 9) L PIN TO EXISTING Ho4J3e FOOTING V �" w w°uww ISFn z o 1"�.I v - �.- - v z � o DWG No. [� O ° z RIGHT SIDE ELEVATION o g oa A� U A19 � � W � U a SCALE:I''v-1'v PROPOSED go norl DO NOT SCALE PRINTS Kapkn/218052 NOTES HEDULE locationof windows and doors. 0 DooR SC oXTERIOR ES 1• Refer to the floor plans for N WINDOWS 4W SERIES. 0&. ENOT WINDOWEXTERIOR CASING p4 GLASS E�' 2. Windows and French doors shall be ANDERSEdra�n for review�i approval- CLASS manufacturer shall provide complete shop � Argon as. � A w 8i door glazing shall be insulated Northern Low-E glass wit g g EGRESS ., 3. Window V V dw4. Grille shall be type 7/8"FDL(full divided lites) A2 °� 8 'C elevations for window&door muntin pattern TURER UNIT NUMBER 0 a, p x o w � x � 5. Refer to exterior lied. MANUFAC W V V _ = 1�' x1�' Z A V ws shall be prepared for"full"stools. Stools shall be field app' a U cV N N ,a F• o'� 6. Windows . U d x � \�' V w 'ndows and French doors to be factory premed. 0 �' va z V w Z � ?' W' sash lock and white jamb hardware• U V 8. Windows to be complete with screens,white U � 0.32 0.21 9. Single stud pocket. H� „ " „ GANY ENTRANCE DOOR&(2)14"w.SIDELIGHTS10. Double stud pocket. F7 ,A, 42 x 96 x 2 1/4 MAHO 0.31 0.28 11 be complete for all doors. Owner shall select hardware and -� 0.28 11. Hardware shall P 7,63 4 2 N B TW 38410 0.31 finishes. designation laser etched 0 C TW 24410 0.31 0.28 12. Each pane of safety glass shall have type of glazing design 0 0 P4 #2 and visible. ."I 4J D REPLACEMENT UNIT(SET BY BATH PM ) 0.29 0.29 1 3• Exterior doors shall be selected by the Owner. 14 Cd v E C 345 0.32 0.21 Code and the � 14. Garage doors must meet the latest edition of N.Y.S.Energy F FWG 8080 0.31 0.28 minimum required U-factor. 15. LVL reinforced joining material by ANDERSEN. G TW 3062 0.31 0.28 15 H TW 3862.2 0 0.29 0.29 .0 J P 4060/4040/4040 0.29 0.29 K A 251 0.31 0.28 WINDOW FALL PROTECTION , r� L TW 24310 0.31 0.28 OPEN ING CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE O 4J WITH SECTIONS R312.2.1 AND R312.2.2 OF THE 2015 IRC. 0 d M TW 28410.2 0.31 0.28 SCHEDULE o�, LINTEL �, 7,63 4 N N TW 38410.2 0.32 0.28 L SIZE MINIMUM BAG p,4 n 6.17 b N O TW 30410 0.29 0.28 CEMENT SIZE) I,o REFER To FRAMING LAYOUT PLAN FOR LINTEL SIZE � s „ GE STYLE"OVERHEAD GARAGE DOOR(REPLA P CARRIA 0.29 0.29 LE EXISTING LINTEL(EXPOSE&VERIFY IN FIELD) • R A 251 0.29 0.29 N L1 4"x 4"x 5/16"OALVANIZED STEEL ANGLE 6"(EACH SIDE) S CW 135 0.29 0.29 6"x 4"x 3/8" C3AI-VANI EL ANGLE 6"(EACH SIDE) ZED STE T AN 251 Lz �. 0.29 0.29 1.STEEL SHALL CONFORM TO AMU SPECIFICATIONS M36 FOR srnUCltntAL sIE z� •�� U 244 CAW 4044 w 6,43 4 NOTES 2.sTEELANGLe Ln�rEi SHALL BE HOT DIPPED GALVANIZED STEEL 0.29 0.29 3.WIDE RANGE STEEL BEAM LINTEL SHALL RECEIVE(2)GOATS OF RUST MHIBTPOR(1 SHOP COAT 6�1 FIELD GOAT) V REPLACEMENT UTILITY WINDOW HEADERSCHEDULEo i � a H � SIZE HA REFER FRAMING LAYOUT FOR HEADER SIZE H-E EXISTING HEADER(EXPOSE&VERIFY IN FIELD AS REQ IRED) H305 (3)5 1/2"L.V.L. H2O5 (2)5 1/2"L.V.L. H1 5 1/4"x 91/2"P.S.L. INSURE THAT WINDOW SUBSTITUTIONS,IF ANY WHETHER BY MODEL OR MANUFACTURER H306 (3)2 x 6 D.F.L. H2O6 (2)2 x 6 D.F.L. H111 1/4"x l l 7/ S.L, C3EIVERAL CONTRACTOR SHALL BE RESPONSIBLE R GR SS AS DESIGNATED ABOVE.COMPLY WITH STATE BUILDING CODE F H307 (3)7 1/4"L.V.L H20? (2)7 1/4"L.V.L. H 4 5 14"P.S.L� H308 (3)2 x 8 D.F.L. H2O8 (2)2 x 8 D.F.L. 4116 5 1/4"x 16" .S.L. �o H309 (3)91/2`LV.LH309 (2)91/2"L. .L. 118 VC x 18"P*L 10 C04. HiIq Q)21110 Ma 11 13)11 low1HVIL, Hall (1)11 i ,V,L, `X 91/2"P. I3/12/19 t li Is MP'L Hal (2)a a Is 'n 1 VAR 11 7/8"P. L, « �bnno H314 (3)14"LV.LH214 (2)14"LV L, Hbl 1/2"x 14"P.S.L. M DAM H316 (3)16"L,V.L. H216 (2)16"L.V H016 3 1/Z"x 16"P.S. wAL�e 1, a s, • 0 S. H318 (3)18"L.V.L. H218 (2)18"L.V. 3 eN 18`P . HblB + nartAa.ev i�tm,so D.F.L. DIMENSIONAL FRAMING LUMBfiR NO.2 DOUOUS (Fb-950 PA mirk UON + • o+Mi.IP i e° res LV.L LAMINATED VENEER LUMBER 1.9 E(Fb-2.6W p•0 0a R UOH QPENQ10 VMM DETAIL DOW&QQ_0fi SILL PAN QETAILP.S.L. PARALLEL STRAND LUMBER 2.0 E(tb•2,900 wo I - a ma 's INK ecAuw NONs NONN 1.ALL HEADERS(WINDOWS.DOORS,ETC...)WHICH CO F 3 OR MORE STR MEMBERS DWG No. NOTE,wRAA BHALL 86"Atli&VAPOR BARRIER WRAD"BY W.R.oRACB Nan,•atu PAN SHALL sa se os caPPet� SHALL BE LAO BOLTED TOGETHER PER CODE WITH TIMBER K OR EQ UAL *PAN nwt es DWrAusD OVRR ROUGH OPMWO WRO. NOTES 2.FLUSH LV.L HEADERS SHALL BE BOLTED 7 00E'Il`IER AS PER ACTURER'S GTTONS. A20 3.DOUBLE JACK STUD A ROUGH OPENINGS 4 FEET AND GREATER WINDOW SCHED 4.TRIPLE JACK STUD•ROUGH OPENINGS 8 FEET AND GREATER Kaplao/218052 S.ADD ONE(1)ADDITIONAL JACK STUD AT OPENiNGS WiTH POINT LOADED HEADERS AMW6 w 0 0 1M~ 12 ow"i E cAr Rtaee 6 +/' 4 V2'LVL MOM iZ• 12 Roar coNSTwuGTION z x 6 RMTI"•ib•04. NW.L SCGTIONo 12 COFFER DRIP LSadE 6+/• l�Ib•t9cT.PLYlr10OD ROOT SHrATH1Nd b'D&AUaJMINUM K-OTYL.E 4UTft!R •�! WAT!!t �TlIlrRO�OPINlf!bb'MM.GONCRAwj ASPHALT SHROW ROOMM TOP PLATE 0 —-r--•--�—— •NDSA NiARIC�A1s±TE By gSlMPSW AT I:AGM RA!!fl7t O x 4 1 x be AZrK'rAWIA ON 0 2 x 90-PAMIA 1 x*A=*SOFFIT � • 0 aeod GROw�MOIJLDINS TOP PLATE *W4 (� (IL'i11b'x 49 SW LAVE D!•TML.IVA21 Q WINDOW H><AD . A.� _--—_.—— 0/44 ?ZIC FRIES 1'UIlRED RMTlRd TD GONGa2AL. / B2.'.ALUM.DRIP GAP PL.ASHINb b SPRAY FoAM INKLAIM TOP K*"I yes T �0 WINDOW _ GOAT!JOINT C Mrfla0l'1 B\4/ \v LAaETAIL 9 o' Wooi CAspa .0 •AZW Hl9TORia 9" •.� v STOOL.VV APRON "Ar4m OHM"901N• STRIP OAK MXWRM ON ROSIN PAP"t mam4i* IM oopyw !!/4'"A17VANTCGH'SuerLOOR �FOAM CATION v WAW s NAIN 2 x 6 VW.9TW5•i6'O4. • SECOND FLOOR �� 0 coNSTRUGm SUBFLOOR) w U ROOF T (�eeE WALL OWTIOW vs•exr.PLYrrOoi WALL�FCATNINd 04 N 2 x 4 BLOGKINS•lb*O.G. 14•TJI PLOOK JOIST•160 04. eq COFFER DRIP!D6! 14'LVL RIM JOLT . I x• A>RIC rAmGIA GONTIN�AJS xALANT '� A t ON Z x SUIT-PAWA SAJND BAT'1'S � TOP WALl.PLATIMmwiaw ►w Lu 1 x'A MC•SOFr'IT Ln'dlyl'b.w Z b Boor c aGTION a GOATS JOINT CA*4001•Iv a • Moe WALL lljE row tL!!0•GIt01'W MOLLDIAId dt.ALUM.DRIP GAP rLbMN�! �+ �•,'� �� 2 x 4 BLOOKINO•I•"Oro. (19AW x 40) •G 2 x• 6TL�•Ib'O�G. � z� • �a COPPER DRIP BDd! OVER x!!~/4 PU_V N•WW IIV4 x b'Aa C,*~ Z S a »iib � x � �a ONa x ��� � rrooO SAW RAiQ offyo D (wr OUTLL!M IN BAaX Trrj Ib Ot cOPPER M.AgNm FO CM-NN PLANK FLOOKIM CoONTHIVA Il.!!!0•G*4W MOUI.,>9l1Jb poeoGOPP>,t ROOT OW•ADVANTCGH'9JW%DOR BOTTOM FLATES (1SA&I x 49 cOPPER DRIP GAP ldii�i NAILS W4 x•'AZEK'PRIM IIOgS"FLOOR.im" OVER!!V4^�� vp Z x 10 TAPERED!'AVE OL+OGK•16'or,. FIRST FLOOR swimss 1 x e'An K•FASCIA ON 2 x Sue FASCIA (SUBFLOOR) ��b• � MATY.M b A,LION W/E;AVE e•K 0.e.AWMIMVM tC-eTYLe eUrrM 10 KE DETAIL D SCALSi 1 1/2'-1'.W eouND BA►TTs! CIm�arL'sure w saw oR eauAu MOIsn PSOWANT OVP.90. c4w-tw srluc* C4.0m CAU.(la,2u FINISH eRAoe A trt L� SPRAYD roAM INU ION.AT 1• (SLOPE AW�►'s7 f � 12/I1•/19 Z x 4 STWS•11'OjG. �® CRAKE DETAIL W P.T.SOLE PLATE GJ � IONS: J SCALE,1 1/2•-fro' e9asTI1�n.QOR xAd •` 1' diasrtN�rouNDAT1a�N r�Vv.L �� t b.. bad W LL SECTION 8 � A SCAI.eo 1•-I4' S'T 3 •PROVIDE'AM&VAPOR BARRIER AT ALL WINDOW AND DOOR ROUGH � F NE TWO No. OPENINGS AS PER DETAIL ON WINDOW SCHEDULE •CAULK AROUND ALL WINDOW AND DOOR OPEND40S A21 DETAILS KaplarV218052 w ,..o. 0------------------ F� :eamas >1 GOPPeR PLA�ItNs W Z x A L1SR DOARD LAO DOLT TO WALL STJPS Z x 4 WAOOIQWL!W) Z x S RIPTIM•16•OjG. 12 AT eAG J N RR ,M�cNt'IDc�JRAI-ELT t�Nlt�iarLe Root 12 Moe off.�L'AlO=��A THM Nl�RAi'! wimir momwAe 6+� 'IGe WATtIt -ice's MAIM 04mw !*!T ItOS PAW) WI►Tl:RPROOFINb(bb MRL GOVSltl�de� M-1w rumpOr ac►(coym aw exr.PLC Y*=ROOF&eAl"I'm AQPI'NLT S111NdLt ROOPII'ab 1 x b 04. •WMA Affi IGAA!TO DY•blf -WW AT 15#4H RAPTIM O coPrele omp mme • caoeers uu.cMsr-4V SPRAY"AM IN&AI.ATION (� .0 x•CouNs Jo11>rr•16•OZ. 0�• � I x b•An K•PAz1A ON • MATr4I eAVe•gxWl s MovlFw RooP CAVEy Z x b lltJd-�A4GIA `O I x O Too"AMW SOPPIT d �+ ry i�PLAm ARuev•A�DK'eleA�.e / TOP PLATE 9/4 x b'AZeK•GASINs Z x 10 MILIN•JOIST•Ib"O.G. -Arun smAcKer(TOP•DAcly 4) rV MGM 1/16 L'XT.MYWoOs WALL SHeAT141N6 vV-4 hV j A "HOUSMIRAP BY"IMKJA M"N o 9crywR" O w . ,,�" "a TYrc-x&,rr.no.ry z x b M.sus•Ib•O�. p� .� 9-00ATS JOINT o U sARAse Dom u G11L(R�i) SPRAY FOAM INSILATION a N POWMAIN PLANK PL PORMs �SsOOR CANOPY DETAIL ., .,�,,,,, ,. No ] �� v Wei T" 11/4"FLOOR JOIST• I b"O.G. z �� FIRST FLOOR seAa..ANT•ALL M.ATee csuB FI.00R� coNT�IN,o�Is w D DOLMM LVL RIM Jo1ST X;� fill �p1�DATTs c"E"r STUGGO FINISH (•ROB.'��fa'lSOI�!OR ESL) M2 x 6 FWSILL .• `"; 1'!S "m x 10"OAL.Y.AW-440M • .MJOLT P-0"ON Gam"MAXI SeT ON l�.S.SILL �I 011014 04 DAR•24•OZ.TRED TO POOTIN• . (iNX ME AAWAAYY PROM HOVSIV / (GeMeNT•gAovr R@DAR GORes SOLID) ' ROOF GONWn*XTION ? d1 • X 1/2'M�lft PUSISTANT OT.DO. 11: PC040AMON NULL C40ppm GRIP'apm Gar AY OAM flb•+zU �: 10 G.MdJ. PRAY FOAM IN .ATION (�• •' yr/ !tl!11rr.•Ib'O.c, • (Ga M.PILL TOP Z GOURSM 9000) 6"DPL ALUMINUM IGOMM aUr= Z x 4 MUM•160 04. yr/(2)04 IQ-DABS(GVT DOPY MW D') W/P.T.soa.e PLAIN GUT DAGK eiWIN6 RAVE 4"CONGIlI21t FLOOR SLAD 'T1JPT�-N-IORI•NI^ P'INd SYdTCNI ffA9TtNs COLIN*JOIST \ Wi bxb W1.4x$41.4 W.W.P. x 4--., BASEMENT FLOOR `` ISLIVEL SmrAA KEYDATES x O AiDK PASGIA ON (NEB STONE(16 MINJ x�AJOIA Yr/PnLTeTt P'ADRIG rxtSTlNS WW RE1r[sIONs: \ • i. I MY 40 I x"AlLM'K•aIOMT ('TURN IJIp•K yr/P'�11�11�!oG • (clotaq GT TD EXISTINS) I'is/1 '1 xG 4R0}W MOUI.f�IN• 4•GOMPAGTED dltANeL ;. •� � 9v4•Ai@k"PRleSIe • i - A WALL SECTION NA AWN.V"COP M-Aa Na SCAM 1*-1W 4000 ra GONG.rTO.yr/0V•4 DARE,c e*IT. SET ON SOLID,uwls'TUIumm�"VIRSIN'SOIL • ALL EXTERIOR SIDWO AND TRIM SHALL BE THOROUGHLY PRIMED.,AS WELL AS BAC"RIMBD.MCLUDMO ALL EDGES. • FRONDS 4'DIAMETER PERFORATED P.V.G FOR RADON MITIOATION SYSTEM(DETERMINE NUMBER&LOCATION IN FIELD) '9 •CAULK AROUND ALL WINDOW AND DOOR OPBNINos O� F, a Pao. C •PROVIDE'AIR&VAPOR BARRIER ATALL WMDOW AND DOOR ROUGH OPOMOS AS PER DETAIL ON WINDOW XHEDULE Sava I In,•11 w BXISTINO ROOF A22 DETAILS KaplarV218052 0 MM0 D W 2 x 10 PIT.RIM JOIST 6- MIN. T1 11 1 eAwSTM P� S"0.0.MA)GHL" 2 x•=K•.I-f•L.00.K 9PhGIND u F�2I 1/4'MOtJTCRL■D 9=d" ' 6A4LV.JOIST METAL HANGER• EA. VWK JOIST.SUPPORTING STAIR ___ (`TURN UP SIDE OOWhU BOTTOM or taL. ==- "SIMPSON"LSG ADJUSTABLE f11L.IGOT�I!!I►RAOUT1P STRINGER GONI�GTOR 0 "d A.modes ooumm JOIST• 2 x IZ P.T.STRINGER �' go P, ^I I m-TO • T1"IGAJ.f4OVMTINd POR LIdNT POCr0t",NOW 6109, JOIST FRAM1Nd L.CCT1eIaAj..ouTLCrd. 'o. DECK STAIR 2 STRINGER DETAIL •�, B NEWEL DETAILSC _,„�.-,.V TOPOONNECi10N cd ].BLOCK DETAIL SQkLl NONE v E SCIA.e,NONE 2 x 6 cmm GAl'MVI L TOP') (2)2 x 4 CaPAR TOP RAUL �+ (1/4-WAL Darpom ecoml 0 SiV1Ne! ••� 4 x 4 GAPAR"VOL GOKTIMAOU�S ML'M�MtA1'!�� (!!<'-O'Oro.MAX) (ralM-A-DAPIRIEK?BMIND INIZVO rR rk CKTCND 120 ABOVE DCGKIN* 2 x 2 CXPAR DAL L012"• (juc'K UNOM POOR SILL.rAw S•O.G.MAX9/4 x 6 C (2)2 x 4 CAMAR WrrOM RAIL. y RC SWO STM rA1d'Tl7i!RS �4.��Tti7P" ez.AL.u�I1w�+:- wd 0 U PLroaR nrK ur LOCOe 9=10 a N I x•A="1'AdG1A � a� 1�1/SIL..01! T MlI1D I° To mm w i VINK JOIST ° PV(W VW D1A.OALVAtinv �d _ •M'i�►NAlRIGA1i!TiC ��DOL1'b MI/tMWdFllts ,,,.; � ! �h (�ROW U24 OU16 INIZA.L.O DY ampomeor•8^04 2 x 101p T.RUM JOW ,w a DOLT Y'1/PM�Fl�•I6'OL. JOW ON BAGKSIDC OP d doom(Nor ON SHIM"WL •�L'2ldt�r�T T•"T 2 x 10 P.T.MAW LOOM" ►-'' 1 x•A�X•RUi1rR .V•Z WK 1 YM 2 x 10 r.T.1 MIC JOW•Me 04- ti " •ALV.M rAL MMlwim z� I x•A=•MNISNI G®AR S11 UNSM •CAW OWK JOIST f!'1b12 x O P'1!L8SM TIPWAI'v d1 WOO 1 s'JVS"li7d W K.11r1 1'.T.SHIM•POS MV(b)U2•VIA.Had.&NUGA M DOLTS 4 V§MH S �"' a"•. �, 001�OSI'�1RL3AD I (!►•MIN.11#!!M P�lltfltl►TIOW ON O0444co OC !!t!'!!t TO PLAN (bOLTU�r'V RT.Sr-Ai41 c 2 x 112 P.T.OMMASE bTRIMOR I•O O�G. 2 x 6 F.T.P' WAD DOLIM TO FOOT Hard.dTlS ANdLC MI/C2I U2'�A.HDb.C.AtdWAdC DOL.T'!b MIAdFlRS ci g ANGMOM•RA M STRINdLR I A x 6 F.T.P1OOD P'O3T • (2)We VIA.HDB.GARRJASE 89LT • F YWAUW4^Y(1 w is TO 012prAIL) HOIJDC I"CkMATION HDA.P'�OlST DAS1='!lIMrSON'•A J66 Me OIAMEMt WNCAMM PINK I4000 PSI) ("0110CP?V'•ONoTLW OR SOAQ o v F Tax Or FM PINMeRAOe,P'IT'+01 AJWAY PROM sleAt9!!U SRAM •� + +(( • , +` • I: 'a ti HP AP.SO'x 12 �6.AN�G1lolt 3 I P .' •4 . U �s•II' 90L? U4 .d •4i + oil . G01rGltL3'1'U!I � �� t i ' -- d RJ&4=BCAM • • �i a - I IN 4 Aw n u • II L.II�lI OP'1Z•OIA►.G01�1r.PhQt -1 I e �i.� T�11O IZ/12/19 LAW laNTp w L7l FTH •CIrGH dTRJNiIIt l4000 PSU �� FOOTOO lo+h By iskumo s• / ONS: o*9 x 19 FOR T . �; •• ry!4 L>�►.U'V►Y :'ou,� �'I FREVW ca�etm cWMI/a! DT1tITlddl! �I• �;•; �"r ' r w ECK ST�A IR STRINGER DETAIL " ••'` � 1B,I l/3"•PLO" wu CoNNwno?i WOOD DECK SECTION SCAUi P-I'a NaM•PIERS SHALL BEAR ON SOLID UNDISTURBED SOIL BELOW FROSTUNE •REPEAT GIRDER&POST DETAIL AT EACH ROW 1133 � • ALL NAILS(RING SHANIO AND SCREWS SHALL BE STAINLESS STEEL 'Q�'� �( arc •DO NOT NOTCH NEWEL POSTS O N /bW(3 0. •PIERS SHALL BEAR ON SOLID UNDISTURBED SOIL BELOW FROSTLINE 23 DETAIL Kaplar/218052 w 2 x 10 RAI•TL'Rd•161,O.C. 12 � die•r_acT.FLYwooD Rom'�.IeATMINd 0 6 +/- "Icz rVATwwmt00rINs(Govm ENTIRE moor) ASPHALT SMII,4"Roorlmo >- 12" 1#WMrANG AWHOR•CAGH RAFIZIt *`" (SIMPSON M I.12-000 �,OrFGR Dltll�� b"W.B.G.ALUMINUM K-STYI.0 d rrm 2 x e GGILINS JOIST•I " TOP PLATE 2 x 4 1 x a"AZCK"PASC-IA V ON 2 x!}&AS-PA&G1A 1 x d T• V-JOINT ON' 1 1 x•AZEK"9r'IT Glt0144 MOUL.Nt4w(MATCH nXISTINS) ILSO6 Ca"MOU.DI e x 4"AMC"TWIM c-ow.ScAtmemp VENT 5/4'AZGK•MIR= 0 5/4"AX1 K"MIOM 0+ • 1/2"GX1"PRIOR PL GoIPPGR GAP FLASMINI•ALL 91CM3 0 vd (vc.K UP BEHIND FRIEZE BOARD) 41 (!S)4 I/2"LVL MZADGR 1 ILCOb SOLID GRo►'#!MOUI.DINS 1w 4) 1 x"AZGK"SOrrIT ------!B/4 x 4"AZGIC'SAM ISKUP1"t 4 x 4!l.T.NGWGL. 13D. D/4"AZGK" 5✓4"AZGK"MI/S,/4 x d F9JRRINS ON 1 x d*.T.MJRRINS b "HYDnodA u WRAP O'VGR 1/2' L°X'TLMOR PL-YW0OZ7 DOLT mral.TO JOIST'b OR STRINSGR b b x b I.T.POST •'1 NE7WEL PLAN DETAIL POST PLA d C SCAM I V2'.V0 4) Z x b C&PAR RAILINd GAf� 4� l0 1/Z' ( -TOP) a cd (2)2 x 4 GGDAR TOP RAIL a 17/2'DGVGI.DOT'S U I I a N 2 x 2 CZPAR ISALUA3TOM•S• MAX CLEAR SFAGINS' d d/4■) � a� I LING Or b x b P.T.1009T(COTAIL. 0) (0)2 x 4 GGDAR DOT'rO'M RAIL I (In•DevGL TeP ender) w Ws M H AvM(IWIW To FLAW 11/9t"eLuee•I�oNG MORTAR IDiD I I 4 q° t 1 1 S/4 TNK.CEMENT DOLT A ,#40K TO rosT rV(2)1/2"DIA. 4 � i dALV.GAIRRIA 1C BOLTS :9 e 4"THICK SLAB(Po•4000 Psi) ( "dlMrsON■•ADUbb 0ALVANIZ>sJ7 ROST ImASe rV 'Mh�iON GA46/ACM 14D.•AL.V W/b x• P41A x W1.4 W.W.1'. S/O"DIA.x IZ"M.D.dALV.ANGt10lt DOLT Z • " FAT CAP I I _ �a FIRST FLOOR I S a (SUBFLOOR) Is/4 x 4'AZEKN MIN" x � •,�•P.♦.pmt 9M'r ANC IM TO MW rV(W U2"ILIA. sALV.comma COLTS 10%044 ON■*A&"SALVAMMP POST CA!!1!rV • • ' `7 a/0'VIA.x IZ■Na.dA1.V./1Ne!i�IOR COLT -~ • NO.4 1t=-BAR nos•240 Oja- o (tarn=ND DOWN To rocmNs) • •"GOPII"AGTIrD dllAV!'l. I� STONE VGlVGGR rV .0.TIo3 POST/BEAM CONNECTION B 'TYt•Als■LANDSGAFG rADRIc - SCAA.B,NONE .I I ' L'XT't'ND D 1 •NO SUBSTIMAON OF ANCHOR WALL BE ACCEFTABLB GOM!'ACTID GARTM FILL TOP OP POL N VATION FINISH dRAve r G T� W SOLID) .)( SLOP!*Av4A r FRoM Mvt�eey�'� mo- ; Q�j , �! II IM1 600k O r No 12'COW FOUNPAwne N It dk ry OM-0-KA"11112IW. 161 Oz. TO POOT114W PORCH SECTION ° '"�''`"Paws�-9 1 332 ` ARCMECTS SCAt.e,A 1!T•roe I�. F N Ew INMNK nwc No. _ • POtJRCD 1'OOT1146 E, ,a PSI) A2 (24"x 120)W/(5)04 eA1es,Cownrjiota 4 •. v 'JCT ON SOLID,UN0I88n*U CD SOIL DETMS l(aplan/218052 -la AW16 - i GENERAL NOTES 1.ALL ELECTRICAL WORK SHALL BE DONE IN STRICT AOCORDANCE WITH LOCAL AND NATIONAL FIRE UNDERWRITER CODES AND THE LOCAL unLITY COMPANY. 0 2.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO CHECK AND 0 VERIFY THAT THE OW TING SERVICE WILL PROPERLY HANDLE THE i" T DUZEASED DEMAND FROM THE PROPOSED WORK SHOULD THE CAPACITY OF THE WASTING SYSTEM PROVE TO BE INADEQUATE, THEN THE CONTRACTOR SHALL SUBMIT A DETAILED PROPOSAL COMPLETE WITH SPECIFICATIONS FOR UPORADE OR REPLACEMENT. REVIEW WITH OWNER FOR APPROVAL 3.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW AND CONFIRM ELECTRICAL LAYOUT WITH OWNER PRIOR TO START OF WORK.REVISE FIXTURE LOCATIONS IF REQUIRED,AS DIRECTED BY OWNER. 4•RECESS LIGHTING FIXTURES SHALL BE SUPPLIED AND INSTALLED BY ELECTRICAL CONTRACTOR.FDCTJRE SHALL BE BY'UGHTUIU OR EQUAL.AS APPROVED BY OWNER ELECTRICAL.CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW LAMP OPTIONS WITH OWNER PRIOR TO INSTALLATION.OWNER SHALL SELECT ALTAK&TRIM FINISHES. S.DECORATIVE LIGHT FIXTURES.SURFACE MOUNTED AND HANGING FMTURES SHALL BE---------------------------1 D AND SUPPLIED By OWNEIL SHALL BE INSTALLED BY TH ELECTRICAL �- � I I MANUFACTURERS SPECIFICATION. SWITCHES&RECEPTACLES SHAM BEDECORA PLUS OR I I APPROVED EQUAL REVIEW WITH OWNER ON THE TYPE AND 0 0 I III LOCATION OF ANY SPECIALTY SWITCHES,E.G.-DIMMERS.OWNER I I SHALL SELECT SWIiCM AND RECEPTACLE PLATE COVER COLORS. ,.r • I J I 7.PROVIDE GFIC RECEPTACLES IN WET OR DAMP AREAS,SUCH AS I ——— BATHROOMS,KITCHEN,ETC.AS PER LATEST EDITION OF THE I STATE&NATIONAL ELECTRICAL CODE. I v I 8.PROVIDE DIMMER SWITCHES(REVIEW TYPE)AS REQUIRED By � 4 , 1 OWNER. ® b 1 9.PROVIDE TELEPHONE AND CATV JACKS THROUGHOUT,AS PER 1 © O —�------ ---_—_--_�—_—__—_----_�] OWNER'S REQUIREMENTS. ° BATH 3 '(�n%�-' ( to.PROVIDE HAMWIRED SMOKE AND CARBON MON07QDE ALARMS I WITH A BATTERY BACK-UP WHERE SHOWN ON PLANS AND AS REQUIRED BY CODE.ALL ALARMS SHALL BE D ERCONNEC.`TED SUCH THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL � THE ALARMS SIMULTANEOUSLY.ALARMS SHAM BE CODE APPROVED jj AND UL LISTED.PROVIDE A HEAT SENSOR IN THE UlMJ Y ROOM OR •� v ADJACENT TO THE HEATING EQUIPMENT IN THE BASEMENT ANDWIRED 1/ O O O REVIEW WITH OWNER WHETHER FIRE ALARM SYSTEM WIL A CENTRAL ALARM L BE CONNECTED TO A PRIVATE OO O O O O SECURITY SERVICE OR THE LOCAL FIRE DEPARTMENT. e BED RM#4 *d0 v EDP RM MUD RM LEGEND 1 e 0 C� Q 1 Symbol Fixture Type e® ® G 0 U O O O O o a N REC.RM ——-- Q �ea..as .ewi rps"m .� s STORAGE RM 1 D I I 1 1 1 Qs w■ca..o��dw oorw W� �� � Qwice..�VOPOLO r a0+KAa ran row�.00^rm w LZO owaoawa i sewer L"w ° O I OE O �n Meweeees rem eeaeMce �� � aIo �.:RM to ® v* '* j�s I I ° ° Oo*#waAw e.*reewe AFL Now ore J4L*mu II GAMMA"ww om aerwaMoueew III re"e+enoeeeee►ol"r aeerevevea� II I I O GPM LOW aourerooew jj 1 I N w�ereeee r,,•.r i IIII I t t l l I I A MUMMA"eee�oeeeeeeeeer L.IT'T cmom a �M 040"w Sol&sre L------------------------J `— —' TRAM e.wr If u cam*LOW CLOW rw"LAP" !!t DATE: 12,/1$/19 400 opera"a rofw~e�wl ELECTRICAL FIXTURE LAYOUT REVISIONS: J �M Q�OOeei.�M� SCAL S,1/4'•114' BASEMENT R OOR 4im • CONSULT WITH OWNER AND/OR INTERIOR DESIGNER FOR SWITCH LOCATIONS AND LAYOUT ewa.Tow�a+er�e+eel�eeeiape�e�au �"� e+e�seeldeeees M.a.�s aeon Tee04Vwe Sam e�eeorae� ARCH EM mt DWG No. E01 ELECTmcAL RPM DO NOT SCALE PRINTS Kaplan/218052 -+lvp.- -was- GENERAL NOTES F. RDANCE WITH LOCAL AND NATIONAL,FIRE UNDERWRITER COHALL BE DONE IN STRICT DES AND THE LOCAL UTTILAY COMPANY. 0 2.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO CHECK AND IG+ VERIFY THAT THE EXISTING SERVICE WILL PROpERLY HANDLE THE MM INCRFk%D DEMAND FROM THE PROPOSED PROVE TO BE�INADEQUAiE. W SHOULD THE CAPACTTY OF THE©asliNo SYSTEM THEN THE CONTRACTOR SHALL SUBMIT A DETAILED PROPOSAL >1 COMPLETE VM SPECIFICATIONS FOR UPGRADE OR REPLACEMENT. REVIEW V/M OWNER FOR APPROVAL 3.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW AND CONFIRM ELECTRICAL L ,�A OpN,S�if 1 SQUIRED.AS DIRECTED WNEt PRIOR To START OF WORK.REVISE FIXTURE BY OWNER. 4.RECESS TURIICCALL CONTRACTOR.FDaURE SHALL BE BY GHTING FMTURES SHALL BE SUMjED AND� ALLED B HPOIMr OR EQUAL AS APPROVED BY OWNER.ELECTRICAL OWNER RACTOR SHALL BE RESPONSIBLE TO REVIEW LAMP PRIOR TO INSTALLATION.OWNER SHALL SELECT ALZAK&TRIM FINISHES. S.DECORATIVE LIGHT FIXTURES.SURFACE MOUNTED AND HANGING 1b FDnURES SHALL BE SELECTED AND SUPPLED BY OWNER CT PIURES � SHALL BE INSTALLED BY THE ELECTRICAL CONTRACTOR AS PER GUT6in i 1101t ��� MANUFACTURER'S SPECIFICATION. 6.S'Wn CHES&RECEPTACLES SHALL BEDECORA PLUS OR 0 APPROVED EQUAL REVIEW WTRI OWNER ON THE TYPE AND WOOD DECK LOCATION OF ANY SPECIALTY SWrrCHES,E.CL-DUAMF.RS.OWNER SHALL SELECT SWRr.H AND RECEPTACLE PLATE COVER COLORS. 0 7.PROVIDE ORC RECEFTACLIiS IN WET OR DAMP AREAS.SUCH AS .V O • O Y'E� BATHROOMS KTrCHEN.ETC.AS PER LATEST EDITION OF THE 1 STATE&NATIONAL ELECTRICAL CODE. cd w 0 8.PROVIDE DIMMER SW=HES(REVIEW TYPE)AS REQUIRED BY � OO O OWNER KITCHEN I I II �I 9.PROVIDE TELEPHONE AND CATV JACKS THROUGHOUT.AS PER OWNERS REQUIREMENTS• 10.PROVIDE HARD-WIRED SMOKE AND CARBON MONOXIDE ALARMS r O I O rr' I WATT A BATTERY BACK-UP WHERE SHOWN ON PLANS AND ASL ` O 1 Lvd^TION TAD. REQUIRED BY CODE.ALL ALARMS SHALL BE DrMROONNF.CrED 0 O O O O O I O I I ; I I SUCH THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL o"d (3 \ THE ALARMS SIMULTANEOUSLY-ALARMS SHALL BE CODE APPROVED � � ® ( AND UL LISTED.PROVIDE A HEAT SENSOR IN THE umrTY ROOM OR d ® O I ADJACENT TO THE HEATING EQUIPMENT IN THE BASEMENT AND 03 I WIRED TO A CENTRAL ALARM SYSTEM•REVIEW W[i OWNER Flo O WHETHER FIRE ALARM SYSTEM WILL BE CONNECTED TO A PRIVATE I GREAT RM SECURrnr SERVICE OR THE LOCAL FIRE DEPARTWNT. BED RM #3 ® � t, I 't� y LEGEND 0 sw O 0 C� cd O 11 I I O O O Symbol Facture Type X 11 Q 0 O O a p 0 U --I�e - �i •eoes�oor.a� R� N yaoa arooaxr a•�MUM eau I i QOOM& j -- ---- I !s .10 II I I o 0 0 0 0 It 0I e 0 I I �.er.o ocr•a�.�.as+o z 14) INC FOYER O �...o a�nm M wR +ow Z a (D z ® 0 .WP04M HOLUMP woz SCOW= c- a STUDY ® �. ti BED RM#2 BED RM#4L"ff�Ow""mum ON JoLamo - o� � I Wp 11 II I I aa��uwoia emw an nee Mouaom O O O 0spar LOW Ovinpoov I I I 0 w�w�oM a�r�ovao I O I I 1 I — ------ ----- AaAor�s UrT awoasa M Mvna�s� IV �= TRACK� eon Low crwsr LOW w�rr w E -I DATES 1Z/1 Z/19 i wm ODMw.r*0 $ a • � �*eiweu�t M+�+se � ELECTRICAL FIXTURE LAYOUT $� "�"` '• SC.A1.Ti,1/4'-1'4" FIRST F1AOR •,� • CONSULT WITH OWNER AND/OR INTERIOR DESIGNER FOR SWITCH LOCATIONS AND LAYOUT •wre+ri A�w r�c.-rs w►T W4 No. INAWNK ea w�c� _. �To� E02 M© O°u ELEcnuc,�t, DO NOT SCALE PRINTS KaplarV218052 AL GENERAL NOTES CAL.WORK SHALL,BE DOM 04 STRICT AC F11 w' C RI AND NATIONAL FIRE UNDERWRITER COVDEO RDANCE . S AND THE LOCAL UTILITY COMPANY. 0 2.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO CHECK AND 0 VERIFY THAT THE 17QSTm SERVICE WILL PROPERLY HANDLE THE I.,M INCREASED DEMAND FROM THE PROPOSED WORK.SHOULD THE W CAPACITY OF THE©QSTWO SYSTEM PROVE TO BE INADEQUATE. THEN TH13 CONTRACTOR SHALL SUBMIT A DETAILED PROPOSAL J` COMPLETE WITH SPECIFICATION FOR UPGRADE OR REPLACEMENT. REVIEW WITH OWNER FOR APPROVAL 3.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW AND CONFIRM OVMERMORTOSTART OF WO REVISE E FIXTURE LOC.ATIONNSLECTRICAL LAYOUT IFIF REQUIRED,As DIRECTED BY OWNER. 4.RECESS L1GHT O FIXTURES SHALL BE SUPPLIED AND DWALLBD BY ELECTRICAL CONTRACTOR.FDCIURE SHAD-BE BY'UGHTOLIER' OR EQUAL AS APPROVED BY OWNER.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW TAMP OPTIONIS WITH OWNER PRIOR TO INSTALLATION.OWNER SHALL SELECT ALZAK&TRIM FINISHES. S.DECORATIVE LIGHT FWURES.SURFACE MOUNTED AND HANGWO FIXTURES SHALL BE SELECTED AND SUPPLIED BY OWNER FIXTURES SHALL BE INSTALLED BY THE ELECTRICAL CONTRACTOR AS PER MANUFACTURER'S SPECIFICATION. 6.SWITCHES&RECEPTACLES SHALL BEDECORA PLUS OR 0 APPROVED EQUAL.REVIEW WITH OWNER ON THE TYPE AND41 LOCATION OF ANY SPECIALTY SWITCHES,E.G.-DIMMERS.OWNER SHALL SELECT SWITCH AND RECEPTACLE PLATE COVER COLORS. 0 1.PROVIDE OF1C RECEPTACLES IN WET OR DAMP AREAS.SUCH AS ..+ BATHROOMS.I=HEN.ETC AS PER LATEST EDITION OF THE 1 STATE&NATIONAL ELECTRICAL CODE. ES MVIEW TYPE)AS REQUIRED BY I I g.POWNEROVIDE DIMMER SWITCHES � I I I I 9.PROVIDE TELEPHONE AND CAN JACKS THROUGHOUT,AS PER I I OWNER'S REQUIREMENTS. r� 1 1 D SMOKE AND CARBON G(� I 10.WOH IDE A BATTERY BBAACx up WHERE SHOWN ON PLANS AND I I REQUIRED BY CODE.ALL ALARMS SHALL BE INTERCONNECTED SUCH THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL 0 THE HARMS SIMULTANEOUSLY.ALARMS SHALL BE CODE APPROVED 4 qp AND UL LISTED.PROVIDE A HEAT SENSOR TMfi U ROOM OR oI Sri o ADJACENT TO THE HEATING EQUIPMENT � m 0 b WIRED TO A CENTRAL ALARM SYSTEM.REVIEW WTIH OWNER � j ® —— n n n WHETHER FIRE ALARM SYSTEM WILL BE CONNECTED TO A PRIVATE 1 1 1 I I I SECURITY SERVICE OR THE LOCAL FIRE DEPARTMENT. 0 M.BATH I I I I i t O ® 1 v .a+ O a l O , , 1 1 I I LEGEND 9 Q0Awl w� d�Ncd .B RM Symbol Fature Type 1 I II .c J NNW""*Lmm e"w 0P!Rd I I f i U vvom OOhL»r 1 wsco vo.•a�N 6aor.aauw.oro.au -------- O O I I i I I I I aw + � .9 1 IBM u u--� � ———————— _' 1 O 1 � 1 © �°rwv va�a,ww+r esur��•�ue row�uoo�rnow =�,n L____Tj 2� �� i T———— ( Q oNrMoa�e If Poe~wW Osur•��ov aeue+s�ear Lww Z �� D pPO".o t I xti 1a �r OLII'T ® uA1.1m L1MR � .VK � 0 arwa�wRm dwi Nouw*ON ao4mLe a a: Oo�wa�w wt�w�lhorr on Pme Nouneow —----—-, O POLL wu •Ar LOW mmodi O swop LOW ammvoow I M �+v°+oN s■��ow L----------------------ram ,+rroK cow @~Low C�Nj/ 4-ow Plod" u"w wx"a! D11r 11,/ll/19 roetu�s�"cN��+oMwd w� R ONS: EL99TEL196L PIMRA L -AMUT >�L at 411 1/40-l%W SRCQND FMR $ ouwau�o�o�a �Ndl RA1�T ewioufl�tsuur�sa!r1'�Dilw • CONSULT WITH OWNER AND/OR INTERIOR DESIGNER FOR SWITCH LOCATIONS AND LAYOUT �rn�c rwvnivnv wrav�cu eau arwMa 001144Aw DOM owq►im 8 wvAAL a cI N>�wriaw FM as Sam K%w E03 I?I. CMC.AL DO NOT SCALE PRINTS r-api218052