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HomeMy WebLinkAbout46670-Z " TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE w . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 46670_~... w Date: 8/9/2021 Permission is hereby granted to: FJG LLC 86 Nancv St w _ _., ... _ __.,_....,.....,. .www y u NY 11704 To: Construct additions and alterations to existing single family dwelling as applied for, per ZBA (#7435) and SCHD approvals. At premises located at: 90 Wind mer',.-Qr.mouth old SCTM # 473889 Sec/Block/Lot# 71.-2-20 Pursuant to application dated 7/22/20,21 and approved by the Building Inspector, To expire on 2/8/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,747.20 CO-ADDITION TO DWELLING $50.00 Total: _$.1 ,797.20 Building Inspector TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TO"HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans. TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Southoldtownny.gov PERMIT NO. 7o Check Septic form N.Y.S.D.E.C. Trustees C.O.Appficaiion­­ ­................ Flood Permit,....................... ExaminedSingle&Separate ..---.............. --------_,>20 Truss Identification Form 2 2 2021 Storm-Water Assessment Form act: Approved_ Merl to 20 Ma q' T Disapproved a/c_ ------------- Phone: ExpirationC 20 r� say 9'31Y lq+ k ................. (firY Building Inspector APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the pen-nit for all addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building cole,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections.�,, Si grnatu, ,o applicant or name,if a corporation) ....... . (Mailing addrLslof applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises ........ (As on the tak roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License Plumbers License NO. Electricians License Other Trade's License No. 1. Location of land on which proposed work vv be done: A" House Number S,4ect Hamlet County Tax Map No. 1000 SectionBlock --:1L­­11­11 ­­­­­­2.............Lot 2 ................................................. Filed Map 2. State existing use and occupancy of pprmses ntc intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy_,_- 3. Nature of work(check, which applicable):Now BLiilding----__.,.__._.,Addition, Alteration Repair 4. Estimated Cost Fee (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling units—1___.­­Numbcr of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front -----------—'Rear Depth Height---Number of Stories es Dimensions of same structure with alterations or additions. Front Rear Depth Height Num— ber of Stories 8. Dimensions of entire new construction:Front Rear Depth. Height Number of Stories 9. Size of lot:Front —Rear Depth 10.Date of Purchase— Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES\/ NO 11 Will lot be re-graded? ES_Y ­ �' NO Will excess fill be removed from premises'?YES V(_ NP- 14.Names of Owner of premises 4u"LL41L-AddressjL����hone No. Name of Architect - Address —Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO YES,D.E.C.PERMITS MAY BE RFQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES—No -\/— *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: LINTY OF �"j �(7J, being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his kn and belief,and that the work will be performed in the manner set forth in the application filed tberew't'fl, W NOTAR �jrj��GsIATEOF[q[: YORK QUAL Swopt to before me this day of 20 "Sig prc of Applicant Notary Public S.C.I.ML NO. DISTRICT: 1000 SECTION:71 BLOCK:.2 LO I(S):20 ti DWELLINGS W/PUBUCWATER 150, U p —------------ ................. wv HARBOR LIGHTS DRIVE S(34r - IT 0, 'o10 100.0 11, rk 57 LOT 428 Ch It 2 1 11-1 1 OF 4CA 6.8 k--4 cl`2 DWELLINGS W/PUBLIC WATER TL 8.3 R3 VACANT IOO'-m- Im sm SITYI ax'_ —I0 XV ...... 40 c r. W9, "J 5RfG�I OFWAY — N64*05'1 0"W 100.00' DWELLINGS W/pUBLICWATER 150. THE WATER SUPPLY, WLL5: DRYAFLLS AND CESSPOOL LOCARONS SHOM ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA:19,500 SQ.FT. or 0.45 ACRES ELE VA TINY DATUM: AYID 8S....,, UNAUTHORIZED ALTERADON OR ADDITION TO THIS SURVEY IS A WOLAWN OFSECRON 7209 Of THE NEW YORK STATEEDUCAILON LAW COPIES'Of IIHS SURVEY MAP NOTREARINC n IF LAND SURVEYORS EMPOSSED SEAL SHAII NOT BE CONSIDERED TO BE A VALID TRUE"COPY GUARANTEES INDICATED HEREON SHALt RUN ONI Y TO DIE PERSON FOR WOOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE WIF COMPANY, GOVERNMENTAL AGENCY AND LENDING wsnfunoN LISTED HEREON, AND DO THE ASSIGNEES OF THE LENDING INSUP)ILON, GUARANTEES ARE NOT 717ANSFERABLE, III[-OFFSETS OR DIMENSIONS SHORN HEREON FROM THE PROPERTY LINES TO THE 51RUCTURES ARE FOR A SPECTrIC PURPOS[. AND USE THEREFORE THEY ARE NOT'INTENDED TO MONUMENT THE PROPERIY LINES OR 70 GUIDE WE ERECTION OF FENCES, ADD117ONAL STRUCTURES OR AND DRIER IMPROKUFNTS. EASEMEWS _ANDICR SU&SURFACT SIRUVURES RECORDED OR UNRECORDED ARE NOI GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT INF: DUE OF SURVF Y SURVEY OF: LOT 42B CERTIFIED 110: A - --.!�GL ----------------- MAP OF: HARBOR LICHIS I Si AILS SEC. 2 ............... ------------- FILED: JULY 26, 1966 No.4681 -- -------------------- ------------------------ S(RJAiLl) Af:S0I)TFI0jj') TOWN OF;SOUTHOLD KENNETH M H WOYCUK LANA_SURVEYING, PLLC - — SLJFFOI-.K COUNTY, NI-.W YOf1K Professional Ukud Surveying and Design P.O. Box 153 Aquebogue, New York 11931 $-,-&* PHONE (631)298-1588 FAX(631) 298-1588 ........ Fiff #220 14 SCALE: 1"�,310Y' 'DAIS::FEB 1, 20) --.20 N.Y.S.-..L,IS,C -NO. 050882. m InWh,:m,the rec-" f Robert J.R—y&Ve...Lh IL Voychuk cGenerated by REScheck-Web Software 110 Nie Compliance Ceftificate Project 350 Harbor Lights Dr Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 350 Harbor Lights Dr Southold,Ny Compllance: 0.3%Better Than Code Maximum UA: 307 Your UA: 306 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Ceiling: Flat Ceiling or Scissor Truss 2,057 49.0 0.0 0.026 0.026 53 53 Wall:Wood Frame, 16"D.C. 1,919 15.0 5.0 0.053 0.060 83 94 Door: Glass Door(over 50%glazing) SHGC:0.40 61 0.350 0.320 21 20 Window:Wood Frame SHGC:0.40 294 0.350 0.320 103 94 Wall 2:Wood Frame,16"D.C. 648 19.0 0.0 0.060 0.060 39 39 Floor:All-Wood Joist/Truss 143 19.0 0.0 0.047 0.047 7 7 Compliance Statement: The proposed building design described here is consistent with the bdlGing p* ,specifications,and other calculations submitted with the permit application,The proposed b Ing has been,, „psigne d to e4' the 2018 IECC requirements in „ °s REScheck Version:REScheck-Web and to comply with the wand~ ry require listed in e R check Inspection CheckUst, ....Tatar r^" ..'a"'tn (, Name Tire l � tate ...... Project Title: 350 Harbor Lights Dr __...�__ _wti_.................. _ ..........................._.__.Report date: /31/21 Data filename: Page 1 of 1 Generated by REScheck-Web Software Compliance Certificate Project 350 Harbor Lights Dr Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 350 Harbor Lights Dr Southold,Ny Compliance: 0.3%Better Than Code Maximum UA: 307 Your UA: 306 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It GOES NOT provide an estimate of energy use or cost relative to a minimum-code home. MEMEMENE= Ceiling:Flat Ceiling or Scissor Truss 2,057 49.0 0.0 0.026 0.026 53 53 Wall:Wood Frame, 16"o.c. 11919 15.0 5.0 0.053 0.060 83 94 Door: Glass Door(over 50%glazing) SHGC:0.40 61 0.350 0.320 21 20 Window:Wood Frame SHGC:0.40 294 0.350 0.320 103 94 Wall 2:Wood Frame, 16"o.c. 648 19.0 0.0 0.060 0.060 39 39 Floor:All-Wood Joist(Truss 143 19.0 0.0 0.047 0.047 7 7 Compliance Statement: The proposed building design described here is consistent with theI dinr gxj"Ms,specifications,and other calculations submitted with the permit application.The proposed b ding has been signed to * the 2018 IECC requirements in REScheck Version;R ,Sc'heck-Web and to comply with the mand ry reguir'e s gtsted in e R` cheek Inspection Checklist. M .M Name-fie ` Slgratu p Dam a _.......... ................_ ...... Project Title: 350 Harbor Lights Dr Report date: 07/31/21 Data filename: Page 1 of 1 BOARD MEMBERS Southold":own Hall Lcslk: Kanes Weisman,Cliiairperson 53095 Main Road -RO.Box. 1.1.79 Patricia Acarnpora Southold,NY 11971-0959 Office Location: Eric Dantes 'Fown Annex/1 irost Floor, Robert Lehnert—Tr. 54375 Main Road(at Youngs Avenue) Nicholas Plariarnento Southold,NY 1197.1 `�Coufnl hf,tp-,//sout,tioldtowiiny.gov ......... ZONING BOARD OF APPE AIS RECEIVED 17OWN OF SOUTHOLD • L Tel�(6 1)765-4809-Fax(631)765-9064 D E Cd 0 9 2020 6!1,;' t,t 16 0, FINDINGS, DEIABERATIONS AND DETKIIMMINA'rION MEE'FING OF DECEMBER 22,2020 so✓,r 'd own Clerk /BA FILEI� #7435 NAM13' OF APPLICANT: AFJG, JAX—Alexander Jedynsici PROPE'RTY 1...,0CAT10N: 350 Wind.jammer Drive(aka 90 Windjammer Drive), Southold NY SC TM: 1000-71 2-20 SF RA T)FTERMINATION- 'flic Zoning Board of Appeals has visited the property under consideration in this Q— UA ....................................................... application and determines that this review falls tinder the Type 11 category of the State's List of Actions, without further steps under ST,'1QR.A. S1 11FFOLK COUNTY CODE: This application was referred as required under the Suffolk ............................................ ............---- -- --:-- Counly Administrative Code Sections A 14-14 to 23, and the Stiffolk County Department ofIllanning issued its reply dated October 2, 2020 stating that this application is considered a matter for local determination as diere appears to be no significant county-wide or inter-community impact, l,WW1 Q1-jT'R-N41NA,n0N.- The relief, perinit, or interpretation requested in this application is listed under the I - ......................... Minor Actions exempt list alld is not subJect to revieW Linder Chapter 268. PlWPHIRTY [�', crs/i 'I'he sut)ject 19,500 square feet, .45 acre, non conf6rrning, rectarl."'War- shaped, comer parcel meastires 100 feet along Harbor Lights Drive, then runs south 195 feet along Windjammer l)nve Lhen'n runs west 100 k'eet along a residentially developed k'A to the south, then runs north 195 feet alung a residendally developed lot to tile wc*t. The lot is improved with a two story fi-arae dwelling, asphalt driveway, concrete entry stoop, as wood deck, a walk-out cellar accessed via timber steps, an in ground swirnining pool Nvith on grade Nvood deck and chair) fink fence on two sides and a stockade fence on one, as shown oil the survey prepared by Kenneth M, Woychuk, L,and Surveying,PLLC and dated February 1, 2020, 13ASIS 01" Request for Vwiarlces from Article XXIII, Section 280-124 and the Building 1nspc(.,,,iur's July 17, 20'"ZO Notice of I",�isapproval based on an application for a permit to cogwrtict additions and a�-,v,i-afions to art existing siligh'�-flarnily d%velfingl; at 1) less than the code required rninitnurn front yard setbaGk of35 f'c;e.a, 2) rnon. than the code permitted maximurn lot coverage of 20%- locatcd at: 350 Windjammer Drive, (aka 90 %Vi-ncl jammer Drivc), Southold, NY. SUM No. 1000-71-2-20. ... The applicant rcquests variances to increase, tyre lot coverage to 21.'3% wh eye the code .............-- lirnits overall lot coverage to 20% and to increase the level of non-conformity relative to a front yard setback at 299 fect whtsre the ccxle requires a front yard setback of a minimurn of 35 [eot in order to accwnrnodate alterations and additions u.) a single, famfly residence consisting ofan expanded roir deck, the addition of a front entry por(,,.h and 'squaring' offthe house footprint in order to update interior fiving spawes, Page 2, Decegnber 22,2020 `17 It 435, AFKY I.A.C,Jedynski SCTIM No. 1000-71-2-10 V\IF-,'NDUID APPU ' JON: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The aA",] D pplicant on November 19, 2020 submitted a plan.reducing the total lot coverage from 21.3% to 20.9% and bringing the plan into more conformity with the code. ADDITIONAL INFQRNLATR)N� No member of the public or an immediate neighbor spoke in favor-- of or against 1.1iis appheation. The subject parcel is covered by the following Certificates of Occupancy: C.-11407 Issued 1/3/1983 Private, One-family Dwelling(first floor only) Z-17521 Issued 11/17/1988 Deck Addition toExisting One-farnily Dwelling Z-17611 Issued 12/16/1988 Alteration to 2`1 Floor of'Exisling One­family Dwelling Z-19542 Issued 11/28/1990 Accessory Inground Pool,Fence, amended to include Deck The Subject parcel is the beneficiary of' ZBA decision #2720 issued July 27, 1980 which, while not codified, aliowcd for the construction of aa.new, single family residence with a front yard setback of 24.9 feet on the eastside ark" time lot, where the Code reqtiires a minimum front yard setback of'35 feet, in addition to other relief granted, This is the carne proposed front yard where the applicant is now seeking relief ftorn the Code in order to establish a front yard setback of 29.9 feet where the Code requires a minimurn of 35 feet During the public hearing the applicant was requested to reduce lot coverage and to submit, similar, prior ZBA decisions for the immediate ncighbor-hood supporting their application, On November 19, 2020 the applicant submitted a letter from Dan Faiasco, PE, along with a copy of an application to the Suffolk County Department (.)I' I lcaltli Services for an I/A Sanitary System and a revised site plan prepared by Mark Schwartz dated November 13, 2020 indicating the following. 9 Removal of pool stair from lot coverage calculation 0 Separated lot coverage from items to be removed and hardscape arem in data 0 Updated lot coverage table a Verified porch size and corrected dimensions Furthermore, the applicant wrote that they will voluntarily install a Suffolk County Board of Health approved Innovative Advanced (UA) wastewater treatment system (suitable for a six-bedroorn residence, as proposed on the architectural plans associated with the application), On December 2, 2020 the applicant submitted copy of I I decisions where relief was granted by the ZBA f'or front yard endlor lot coverage within the hamlet of Southold. Only 4 determinations, were for hornes in the immediate neighborhood of Harbor Lights. These determinations include: #1742,#4683,#5703 and#6519, FTNIANKIS.,01' i`A("l'*/R11�.AS0 _1::9 Z, [ )%D Ac,,,rlaq, The Zoning Board of Appeals held a public hearing on this application on November 5,2020 at which tirrie written and oral evidence were presented. used upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following fimts to be true and relevant and makes the following findings: L:1w­§; !2)LU), Gr at of the variances as amended will riot produce an undesirable change in the �074)1�1I charac,er of the neighborhood or a detriment to nearby properties. The subject property is located in the Harbor uornrnun4y where hornes arc developed around a private association bayflront beach with roads imnanderinf,,, I I I The riginal esuate mong the woodland community, which was once a. largc, early 20" century Wiyfront estate. llz�,gc 3, Deu=ber 22,2020 ,,,74'5, AFJG LLC,Jodynski S(,',1-M1,V 1000-7l-2-10 house still remains as an immediate neighbor to the applicant.. Many homes are waterfront or have water views or privatc water access. Most hornes were developed in the 1970's and many have been renovated arid expanded upon in recent years to take advantage of the coastal setting. While not codified, prior variance relief was granted for the subject parcel under ZBA decision #2720 in 1990 which granted relief for a greater reduced front yard setback than the applicant proposes today, Given the winding nature, of the roadways and mature landscaping it will be difficult for members of the, neighborhood or passersby to recognize the reduced architectural front yard setback on the east side, at Windjammer Drive, or the modestly excessive lot coverage, as arnended, shy 1%, over the afflowable 20%. Furthermore, the second front yard on this corner property has a greater-than code conforming setback of 59.2.fect, 1 The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other-than air area variance. In order to create the addition of a covered front porch at the existing entry, a variance will always be required since the existing house is 34.9 feet from the roadway at its closest- uxist.ing point on the east side. The applicant proposes a reasonable depth of 7 feet barely enough to allow for as covered entry way and placement of outdoor seating. Relative to lot coverage, the applicant proposes reducing lot coverage from 213 %to 20,9% making the plan more Code conforming, 3. 1 1 0VVnJaLv6�7IDflj� )f.- )J.1,L The variance granted herein the reduced front yard setback is t mathematically substaiitW, representing 14.5% relief from the code. The variance relief for the proposed lot coverage represents 4.5% and is not substantial, However, the prior variance relief granted for this parcel allowed for a greater reduced frorit yard setback than proposed and the lot coverage has been reduced to make it more Code conforming. 4, r( i . La 67--1(;1JLbZ No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and has voluntarily offered to install a Suffolk County Board of Health I/A wastewater treatment system. 5. "I,own Law The difficulty has been self-created, The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the lin-ritations on the use of the parcel tinder the Zoning Code in effect prior to or at the time of purchase. 6. Town,LaNk, Grant of the requested relief is the minimum action necessary and adequate to enable the opplicant to enjoy the benefit of additions and alterations to a single-family residence including an expanded rear- deck, eardeck, expansion of habitable space on the north rand south sides of the residence and the addition of a covered front porch and other proposed changes while preserving and protecting the character of tile neighborhood arid the health, safety and welfare of the community. lel..'SOLUTION OF THE BOARD- In considering all of the above factors and applying the balancing test under ........................... .1--- .-- New York Town Law 267-13, motion was offered by Member Planamento, seconded by Member Dantes, and duly carried. to GRANT THE RELIEF AS AMENDED, and shown on the site plan dated November 13, 2020 and architectural drawings labeled S.-I and A-1 through A-8 dated July 2, 2020, prepared by Mark Kevin Schwartz, RA s t p B yr The applicant shall submit two original site plans signed and stamped (as amended dated November 13,2020) by the design professional. , Prior to receiving a building perinit,the owner(s)of the subject property cited herein must sign .1 statement acknowledging that he/she/they have read this detennination; understand the limits of the Page 4, December 22,2.020 47435, AFJG LLC,Jedynski sc,rM No. 1000-71-2-10 variance relief granted herein; and are aware that if a demolition occurs- during construction,or any construction undertaken exceeds the scope of the approvals granted herein,the Zoning Board of Appeals retains jurisdiction and has the right,after a public hearing,to modify,suspend or revoke such approvals or any term or condition thereof or to impose thereon one or inore new conditions, pursuant to Article XXV, Section 28044.1 of the Town Code 3. This approval shall not be deerned effective until the required conditions have been inct; and failure tCt c()rnply therewith will render this approval null and void The applicant is fii install a Suffolk ( ounty Board offlealth approved Innovative Advanced (I/A) wasteivater treativieut system for a iix-bedroorn residence. � That the ahove conditions be written into the Building Inspector's Certificale of Occupanqy,, when issued. Any deviationfi-oppi the survey, site plan andlor architectural drawings cited in this decision will result in delays andlor as possible denial by the wilding.Dep of buildingpermit, and mcy require a new application and pubfic hearing before the Zoning.Board of.Appeals. Any deviationfrom the variance(s) granted herein as shown on the architectural drawings, site plan andlor survey, cited above, such as alterations, extensions, or demolitions, are riot authorized -tender this application when involvingnonconformifies wider the zoningcode. This action does not authorize or condone any current or future use, setback or other ftalure of the subject property that may violate the Zoning Code, other than such uses, Velhocks and other,fealures as are expressly addressed in this action. In the event that an approval is granted yidlject to conditions, the approval shall not be deemed effective until the required conditions have been met; and fifilure to comply therewith will render this approval null and void. Y'he Board reserves the right to substitute a shnilar design that is de minimis in nature for an alteration that does riot increase the degree of noncorsforpnity, Pursuant to Chapter 280-.146(B) of the Code of the To of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or as subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the data; of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. Vutv of the BoardAyes:Members Weisman(Chairperson), Arwnpora, Dantes,Lehnert, and Planamento(5-0). I c s He Kanes Weisman,Chairperson Approved for fihng/)_-1,2j 12020 t'1 �ryg pp++g{J.�y/ L� IIII um'a �iy mm i ZONING 130ARD OF APPEALS Town Hall Annex,54375 Route 25 P.O.Box 1179 Southold,New York 11971.0959 al Fax(631)765-9064 ZBA FILE: #7435 Telephone(631)765-1809 NAME OF OWNER OFSUBJECT PROPE'ItTY: Alexander Jed nski 1'ROPERTY f.MATION350 Windjammer Drive, Southold �� CPtEOUVE om, DATE OF ZBA DETERMINATION: December 22,2020 K SCTM No. 1000-71-2-20 PROPERTY OWNER'S STATEMENT Zoning Board'OMWal's I/wc,the undersigned,am/are the owner(s) of the property cited above and acknowledge that Uwe: 1. have received and read ZBA determination number: 97435 Dated: December 22 2020; 2. understand the limits of the variance relief granted therein; 3. agree to immediately contact the Building Department if a demolition,as defined by Section 280-4 of the Town Code,occurs during construction,or any construction undertaken in any other way exceeds the scope of the approvals granted herein,or the issued building permits; 4. know that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right,after a public hearing,to modify,suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XXV,Section 280-141 of the Town Code; 5. must submit a signed and notarized copy of this statement must be submitted to both the Office of the Zoning Board of Appeals and the Building Department prior to my/our applying for a building permit; 6. that the Building Department will not issue a building permit without receipt of this signed statement. Print Name of Owner(s) Signature of Owner(s) —Dated:_ �� ! Dated. Sworn to before me this day Sworn to before me this day of r,2/ ,20 , i of. ... _..... _...... ____20 N "tart' ublic Notary Public JOHN J.GESTAHt Notary I'ubitc.State of New York No,010E5068994 ouamtisd ht Nassau CourdY CommlWon ExpireW- - 67-✓, - asnoa nlsw aerzww �� NP F xuo�mart a•Iox.rnos ����va. �u'�� HAI'SIa S,LHtJI'T TIOHTNIS OSE or¢ (e®��Mzniwuet rvl�a � ,� � 4� � d flISNAaHfim �..._...__. 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T, NG m l p �l w� res w�w cnro r q.vn AGG rn rn m, m m � Pr &,a Co' '= r HARBOR LIGHTS DRIVE qQ I �� ...... �..�. ... w �. z y " 17» �W ". r rn S � Y o c►C rn pCC t�f to " rqEA iV NEW Workers' YORK CERTIFICATE OF INSURANCE COVERAGE STATE e4", Compensation 4— Board DISABILITY AND PAID FAMILY PART 1.To be completed by Disability and-Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured MAURA MASONS CORP (516)298-4962 77 BAYVIEWAVE W LINDENHURST,NY 11757 1c.Federal Employer Identification Number of Insured or Social Security Work Location of Insured(only required if coverage is specifically limited to Number certain locations In New York State,i.e.,a Wrap-Up Policy) 113505133 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New York State Insurance Fund(NYSIF) SOUTHOLD BUILDING DEPARTMENT 54375 NY-25 3b.Policy Number of Entity Listed in Box"1 a" SOUTHHOLD,NY 11971 DBL 5363 95-8 3c.Policy effective period 10/21/2020 to 10/21/2021 4.Policy provides the following benefits: ® A.Both disability and paid family leave benefits B.Disability benefits only ❑ C.Paid family leave benefits only 5.Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law ❑ B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 8/4/2021 By "; —...µ.. (Signature of Insurance carriers authorized representative or NYS Licensed Insurance Agent of that Insurance carrier) Telephone Number (866)697-4332 Name and Title Melissa Jensen,Director of Disability Insurance Unit IMPORTANT: If Box 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, DB Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200 PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) Certificate Number 654698 /7-4-N04NI, New Vork State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A^"^^" 113505133 MAURA MASONS CORP T/A ELITE MASONS 77 BAYVIEW AVENUE WEST LINDENHURST NY 11757 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER MAURA MASONS CORP T/A ELITE MASONS SOUTHOLD BUILDING DEPARTMENT 77 BAYVIEW AVENUE WEST 54375 NY-25 LINDENHURST NY 11757 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12412986-8 746903 1 11/15/2020 TO 11/15/2021 8/4/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2412 986-8, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTP$://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. SOLE OFFICER AND SOLE SHAREHOLDER JOHN CESTARE MAURA MASONS CORP T/A ELITE MASONS A ONE PERSON CORPORATION THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 93382126 U-26.3 MAURMAS-01 -1 DATE(MMIDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 814i2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. If the certificate holder is an ADDITIONAL INSURED,the lic les must �M ADDITIONAL INSURED provisions have A .. .. .. IMPORTANT: I po y(' ) p ovisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not corlfer rights to the certificate holder in lieu of such endorsements)_ PRODUCER LACT Eiien1ldrrlan( W1rlr) IlktVhfrl.l"C3m Nathan Butwin Compan�yy,Inc. ..... 60 Cutter Mill Rd.Ste. 8141 :LPA466-4200 is 516 466-4273c No Ext 516 Great Neck,NY 11021 in1Co 9 u it., oa t _._.,.. .w. .w._ .............. INSURERS AFFORDING COVERAGE NAIL# INSURER A Utica First Insurance Co. 16326 INSURED INSURER 8: Maura Masons Corp dba Elite Masons INSURER.G. ...._ _.M...............M.....M........ _.,,,,.M.M. ......,,,,,. ............,._...M........._. 77 Bayview Avenue West INSURER D Lindenhurst,NY 11767 INSURERS; _..._..............._M...M�_.M_M.a__n__a_n_a_n.M._____a__._M..M.M.._.M..___. ___,.................................... INSURER Fr COVU l i�..._................. __ _ m .. CERTIFICATE _ REVISIONNIIf BEF » THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, _EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRDDLSUB POLICY EFF POLICY EXP 113 www TYPE OF INSURANCE POLICY NUMBER w� LIMITS _ A X COMMERCIAL GENERAL LIABILITY1,000,000 _)~acH carcuRRFNc�w CLAIMS-MADE X OCCUR DAMAGE 10 REN,rED 60 000 w ART132421614 3/7/2021 3/7/2022 LI ' MED EXP An one erron $., 6,000 PERSONAL&ARVINJUR1,000,000Y 0EN'L AGGREf AT'E LIMIT APPLIES PER: ,GENERAL AGGRI G TE $ 2,000,000 X POLICY JECOT- 71 Loc PRODUCTS-COMPIOP AGG $ 2,000,00+0 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO BQOII,.Y INJURY JPer p�rrnn�,._'$ OWNED SCHEDULED .............. AUTOS ONLY AUTOS _BODILYmINJURY Per accident g gg�� AY1 C7 ONLY AUTOS O ELY '"��Cjr BONY ANUTACI _..._. ._.M_ ... N ao acuc UMBRELLA LIAB OCCUR... EACH OCCURRENCE ......... .. _w .._. EXCESS LIAR CLAIMS-MADE :1R _.._ AGGREGATE _.w...... �... DED RETENTION$ $ _.... __.. ,��.........._........._.m...... M WORKERS COMPENSATION PER IOTH AND EMPLOYERS'LIABILITY YIN .........L F ..M..... GANY PROPRIETgOERRIPARTNERIEXECUTIVE [ w� E.;L EEACH ACCIDENT $ (MF rIecl to�rMYJ NH)EXCLUDED? NIA E L.,MDISFASE_-..EA_EMPLOYEE,,,, If yes,describe under ...DESCRIPTIQN OF OPERATIONS ba1Pw.... _._... _ _ ww...w E.L.DISEASE-POLICY LIMIT . ......,_....... ...W................ ........ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Masons Masonry,Carpentry,Framing,Spaekeling,Kitchen&Bathroom Cabinet Installation,Painting CERTIFICATE HOLDER ........... _........_._.__..... .........M.m.�_.n_..mm_...._w.w..._....mm....................___.._,ww....,.._mmmmm._..._. _�_._.,, . CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Southold Building Department THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN g P ACCORDANCE WITH THE POLICY PROVISIONS. 64376 NY-26 Southold,NY 11971 ....,.,.wwwwww ...._........... AUTHORIZED REPRESENTATIVE ` lra,l ACORD 26(2016/03) rights p 1988-2016 ACORD CORPORATION. All reserved. The ACORD name and logo are registered marks of ACORD / ✓ / /o /�, rr //a.;..,� r/�,,,// ✓ i �)� ,rill//, ,ri,; i a / / J r / „ / r , f / / r / r r r , r / r / r a< r rr / r , /aid r irrrr Oji,,Ai, Sf ( ' 1, � m,/Aid�, rrf 1 tii �� �A a A for�a�� j lV r��n, l® op 1"mool, %l j(f�Gi, � JJ i 11111, �. „ r '1D�/�,ti"!/'%/o, flIlil�: �JllIi � I� % roo Oy J ' %/va 111iJJ; / i/ l �ON i /f rrrr i ror, / r r/ / „ r i �i / � r / / r / f I / i / r i / r / i / / / i 1 r / / rr r / rrr f r , ir r„ r / / r r / /r i r � , -- -7i -�- �ss�sso 2 s STAIR NOTES : r••± FRAMING NOTES: GENERAL NOTES � WIDTH, Stairways shall not be less than 36' in clear width at at[ points above the - These plans May not be used for construction unless they bear the �;��� 9 20021 - All lumber to be structural grade DOUG-FIR #2 or better, All lumber must permitted handrail height and below the required headroom height, Handrails shalt original seal and signature of the Architect as well as the original seal HARBOR LIGHTS DR be code marked. not project more than 4.5' on either side of the stairway and the minimum clear of approval from any building department having ,Jurisdiction over this - All foundation sill plates shall be (2)2x6 ACID Installed over copper width of the stairway at and below the handrail height, including treads and proposed project, I... ; termite shield and sill plate Insulation. Secure plates to landings, shalt not be less than 31.5' where a handrail is Installed on one side and - All construction shalt conform to the NYS building code, local jurisdiction foundation with bolts provided (see foundation notes), 27' where handrails are provided on both sides. codes, and all other applicable codes & ordinances, goo - All exterior lumber or lumber In contact with earth shall be ACQ. - TREADS & RISERS. The maximum riser height shall be 8 1/4' and the minimum tread - Alt work shalt be performed by licensed & Insured contractors &sub- N depth shalt be 9', The riser height shalt be measured vertically between leading contractors. All workman shall be covered by general liability & workman's - Double framing members @ all openings, under parallel partitions and tubs, edges of the adjacent treads. The tread depth shall be measured horizontally compensation insurance as specified by state and local law. - Provide all solid blocking, DOUBLE FLR JOISTS, ETC, as required to transfer between the vertical planes of the foremost projection of adjacent treads and at 20 IG„ SITE PLAN alt point loads and ,jack studs continuously to foundation below. a right angel to the tread's leading edge, The walking surface of treads and PROPANE INTENDED FOR - ALL MEP SHOWN HEREIN IS SCHMETIC ONLY, ACTUAL ENGINEERING & STRUCTURES - Provide min, (2)2x8 hdr @all openings U,O,N, Minimum post shall be landings of a stairway shall be sloped no steeper than one unit vertical in 48 units CODE COMPLIANCE FOR MEP, DRAINAGE, AND FIRE PROTECTION SYSTEMS SHALL ONLY....FOR OTHER horizontal (2-percent slope), The greatest riser height within an flight of stairs BE BY OTHERS. I C" IMPROVEMENTS ' (1)2x4 king stud with (1)2x4 jack stud, min 1-1/2' bearing U.O.N. P P 9 9 Y 9 (PAVING, FENCING, shall not exceed the smallest b more than 3/8 . The greatest tread de t within ETC.) SEE SURVEY - Provide 3 three studs min. @all corners. Y 9 " P - All plumbing, electrical, and mechanical installation shall be performed ATTACHED. any flight of stairs shall not exceed the smallest by more than 3/8 by licensed contractors in accordance with applicable codes and - Provide solid bridging @ 4'oc @ all bearing walls, - HANDRAILS. Handrails shall be provided on at least one side of each stairway with governing regulations, NEW 2ND - Provide solid bridging @ max 6`oc @ all framed floor systems. two or more risers, Handrail height, measured above stair tread nosings, shall be FLR DECK 7 THE CONTRACTOR SHALL VERIFY BEFORE NEW CONSTRUCTION THAT ANY - Standard spacing of all framing members shall be 16'oc (U.O.N.) plus additional not less than 34' and not more than 38', All required handrails shall be continuous EXIST CONSTRUCTION T❑ BE MAINTAINED IS STRUCTURALLY SOUND AND 0 186 '� 34.s where needed. All wrall framing shall be 2x4 U.O.N„ Align all joists & rafters the full length of the stairs from a point directly above the lowest riser of the IN CONFORMANCE WITH THESE PLANS, tt.5 21 14 � with studs. flight, Ends shall be returned or shall terminate In newel posts or safety terminals, ' ( Q - Provide all gyp. bd. nailers as required. Handrails adjacent to a wall shall have a space of not less than 1 1/2' between - The Installation of all equipment and material shall be done in a professional �, the watt and the handrail. workmanlike manner and in accordance with manufacturers specifications 8 2 STORY M - Do not notch beams or joists, and recommendations, All equipment and material must be new. DWELLING LLJ - The contractor shall coordinate with all other trades to provide blocking, - HEADROOM, The minimum headroom in all parts of the stairway shall not be less is P g than 6 feet, 8' measured vertically from the sloped lane adjoining the tread - The Contractor or Owner shall obtain all required permits & inspections from NEW ELECT M framing, openings, etc. as required. Y P P J 9 GENERATOR � q agencies having jurisdiction thereof, ON 4" PC 2.1 nosing or from the floor surface of the landing or platform. Q - Alt wall top plates to be doubled & tapped @ intersections, - All existing conditions are shown rough, actual field conditions may vary. All SLAB � EXIST N - ILLUMINATION, PROVIDE ARTIFICIAL LIGHTING FOR ALL SECTIONS OF ANY INTERIOR g g Y Y 0) WOOD N NEW - ALL TOP PLATE SPLICING SHALL BE MIN 5' AND MIN (12)10D COMMON NAILS EA STAIRWAY. THE CONTROL FOR INTERIOR LIGHTING SHALL BE ACCESSIBLE AT THE TOP AND dimensions and size designations given are subject to on site adjustment to DECK N COV 0 fit job conditions, _ �- 1 PORCH - All structural steel shall be ASTM-A36, BOTT❑M OF EACH STAIRWAY. i2- BEFORE THE START ❑F CONSTRUCTION THE CONTRACTOR SHALL VERIFY °Dto t7.5 - Bolt flitch beams with X' ASTM-A325 bolts, nuts & washers staggered THE ACCURACY AND CLEARITY OF THE PLANS AND NOTIFY THE ARCHITECT @ 16'oc and min, 2 each end, OF ANY DISCREPANCY OR QUESTI❑N OR OF ANY REASON THAT THE WORK EXTENDED - Unless otherwise noted on the plans all ceiling joists shown shall be assumed CAN NOT BE INSTALLED AS PLANNED, DECK & EXIST WOOD DECK ON structural for roof framing. Lap and securely fasten all ceiling joists to each - Before construction begins the Contractor shall locate and Identify all STEPS GRADE NOT SHOWN other and to roof rafters. GUARD NOTES existing surface, subsurface, and overhead Installations that may be - All ridges, hip rafters, & valley rafters shall be sized to fully support affected by the new work, The Contractor shalt atter such conditions the face cut of all attached rafters GUARDS REQUIRED, Porches, balconies or raised floor surfaces located more than as required by the new work. All such alterations shall be done in EXIST 30' above the floor or grade below shall have guards not less than 36' in height. accordance with all regulations and standard practice AND APPROVAL 20x40 - All exterior fasteners shalt be galvanized including sheathing nails. Open sides of stairs with a total rise of more than 30' above the floor or grade FROM ALL AUTHORITIES ' IG I - U.O.N. Provide 2X6 collar ties @ 48'oc in upper 1/3 of all attic spaces below shall have guards not less than 34' in height measured vertically from the POOL attached as per the Halling schedule. nosing of the treads, NO EXCAVATIONS WITHOUT APPROVALS FROM ALL REQ AUTHORITIES - All plywood sheathing shall be 1/2' fir except where adjoining existing 3/4' GUARD OPENING LIMITATIONS, Required guards on open sides of stairways, raised - Before construction begins the Contractor shall verify existing soil sheathing, Where adjoining any 3/4' sheathing provide 3/4' to match or replace floor areas, balconies and porches shall have intermediate rails or closures that bearing capacity at min, 2000LBS/SF, existing 3/4' sheathing with 1/2'. do not allow passage of a sphere 4' or more in diameter, - These drawings do not include components necessary for construction - INSTALL ALL SHEATHING INCL GYP BD PERPENDICULAR TO FRAMING AND safety. The Contractor shall be responsible for the construction methods, 100 STAGGERED @ 4'❑C procedures, and conditions for safety including applicable OSHA - Double FJ under all posts or pointloads. requirements. - The contractor shall V.I.F. that all existing framing is in accordance with these REOMM a: M - Follow written dimensions, Do not scale drawing. plans and upgrade any existing framing as required to be in accordance with �� �Wu N= - Provide tine voltage battery back-up interlinked smoke detectors and SITE PLAN these plans. ZONING DATA LOT AREA (SF) NA 19,500 carbon monoxide detectors In accordance with all applicable regulations. - PROVIDE SOLID BRIDGING @ 4'OC FOR MIN 2 BAYS AT ALL FLOOR FY (LF) 59.2 The latest version of governing regulations shall take precedence over SCALE: i"=20' what Is shown In the plans UON. NOTE: JOISTS PARALLEL TO END WALLS JURISDICTION: SOUTHOLD 2ND FY LF 34.9 - All work shall be performed during normal working hours and days and Site data taken from survey - PROVIDE MTL TECO`S @ ALL FLUSH FRAMED CONNECTIONS SY LF 11.5 by. KENNETH M WOYCHUK Property Zone: RO RY (LF) 74 shall be in compliance with local regulations governing same, Survey dated: 2/1/20 N - PR❑VIDE CONTINUOUS LOADPATH FOR UPLIFT FROM RIDGE Principal Use: RES - The Contractor shall provide legal disposal of all demolition and SED 2 TO FOUNDATION. WHERE ANY CONNECTION DETAIL IS UNCLEAR OR p RIDGE HT (LF) 35 30.4 construction debris, The job site shall be kept broom swept and free ® STORPROPY ADDITIONS A�l MISSING CONTACT THE ARCHITECT LOT COVERAGE (%) 20 20,77 from accumulated debris, - FUR OUT PLUMBING PARTITIONS 2' AS REQUIRED PROPERTY LINE - THE ARCHITECT IS NOT RETAINED FOR THE SUPERVISI❑N OF THE WORK. AREAS (SF)i - ALL EXISTING CONSTRUCTION TO BE MAINTAINED SHALL BE REMEDIED BLDG WITH ADDS 2523.9 AS REQUIRED TO BE IN ACCORDANCE WITH THESE PLANS. PORCH 209.3 1ST FLR DECK 360 2ND FLR DECK 157.5 POOL 800 TOTAL 4050.7 FOUNDATION NOTES: NAILING SCHEDULE: - All concrete construction shall COMPLY WITH THE APPLICABLE STANDARDS LISTED CLIMATIC/GEOGRAPHIC DESIGN CRITERIA 2020 RESIDENTIAL CODE OF NYS IN CHAPTERS 19 & 20 OF ACI 318 OR ACI 332 NUMBER AND SZE SPACING OF - All poured in place concrete shall be air entrained and assume a minimum DESCRIPTION OF BUILDING ELEMENTS OF COMMON NAILS FASTENERS SUBJECT TO Garyultimate compressive- strength of 3500psi @ 28 clays for ext stabs & GROUND WIND DESIGN SEISMIC DAMAGE FROM WINTER Spinello Architect steps, 2500psi for int slabs, and 3000psi for foundations. RR/CJ TO PLATE - TOE NAIL 3-8D PER MEMBER SNOWM DESIGN DESIGN SHIELD FLOOD AIR MEAN NDLOAD CAT FR❑ST TEMP UNDER- HAZARD FREEZING ANNUAL 523 POST AVE.WESTBURY NY 11590 BtOCk t0 be ASTM-C90, f'm=1500psi Mortar to be ASTM 270, structural. MCJ T❑ PARALLEL RR (TOE NAILED) 11-16D PER CONNECTION (PSF) BRIS WEATHERING LINE TERMITE (DEGREES F) LAYMENT INDEX TEMP DEPTH 516-319-3115 X NE GMSpinello@gmail.com - Alt conc blk shalt rest on min 8' high continuous PC ftg. ¢W CJ LAPS OVER PARTITIONS - FACE NAILED 11-16D PER CONNECTION- Reinforce all conc lolk watts with (t)#3 deformed rebar continuous from ftg toCT TO RR - FACE NAILED 5-16D PER CONNECTION 25 ES B SEVERE 36' TODHEAVY 15 YES NO 599 51 F top of wall @ 2'oc. Solid fill space around rods with mortar or concrete grout BLOCKING TO RR - TOE NAILED 2-8D EACH END - Provide 'Durowalt' mtl horizontal reinforcing @ every 3 courses of block above grade, RIM BOARD TO RR - END NAILED 2-16D EACH END - Fitt all concrete block solid for min 32' width under all point loads, JACK RAFTERS TO HIPS & VALLEYS - TOE NAILED 5-16D PER CONNECTION - Parge all exposed block work for a finished look, TOP PLATE TO TOP PLATE - FACE NAILED 2-16D PER FOOT DESIGN CRITERIA 2020 RESIDENTIAL CODE OF NYS - Concrete & mortar shalt not be Installed when the ambient temperature Is less TOP PLATES AT INTERSECTIONS - FACE NAILED 4-16D JOINTS-EA SIDE AF&PA WOOD FRAME CONSTRUCTION MANUAL (WFCM), 2015IRC, 2017 NYS UNIFORM CODE SUPPLEMENT. than 40 degrees, Nor shall they be Installed during wet weather or under any „ PROJECT conditions which may adversely affect the control of concrete curing. 4 STUD TO STUD - FACED NAILED 2-16D 24'Oc - All footings shall rest on level undisturbed soil min, 3'-0' below grade. 16D 16•❑c ALONG EDGES THESE DRAWINGS ARE INSTRUMENTS OF HEADER TO HEADER - FACE NAILED SERVICE AND AS SUCH ARE THE SOLE PROPERTY ADDITIONS & - Provide 2x4 key-way In all footings. -1 OF THE ARCHITECT. INFRINGEMENTS OR ALTERATIONS T❑ STUD TO PLATES - END NAILED 2-16D PER CONNECTION - Top of all foundations shall be min 8' above grade, 3 ALTERATIONS BY OTHERS ARE PROHIBITED. - The contractor shalt verify a minimum 1 ton/SF soil bearing capacity before work BOTTOM PLATE TO JOISTS - FACE NAILED 2-16D PER FOOT CODE REQUIREMENTS MAY BE HAND WRTTEN DWELLING begins, DRAWING LEGEND ONTO THE PLANS BY REGULATORY AGENCIES. - The contractor shalt coordinate with all other trades providing any necessary LO Z JOIST TO SILL/PLATE/GIRDER - TOE NAIL 4-8D PER JOIST sleeves as required, X BRIDGING TO JOIST - TOE NAIL 2-8D EA END a POST IN WALL UON - Damp-proof all foundation walls below grade with bituminous plastic cement before M back fillip Finish rade to provide positive drainage away from foundation, u_ BLOCKING TO JOIST - TOE NAIL 2-8D EA END MIN (3)2x4 VIF = VERIFY IN FIELD TAX SBL 71 2 20 9� 9 P P 9 Y MIN 3" BEARING REVISIONS: - Pin new foundation Walls to existing with 8' #5 rebar @16'Oc vertically. Grout solid o BLOCKING TO SILL OR TOP PLATE - TOE NAIL 3-16D EA BLOCK Z❑NES - Provide 34' organic expansion joints where slabs meet foundations or `` RI INSUL LEDGER BOARD TO BEAM - FACE NAILED 3-16D EA JOIST 3040 DH DATE REVISION other construction. Provide control joints @ every 100 sf, Minimum. DRS/WINDOWS RIGID INSUL - Provide (2) #5 rebar at all fig's & haunches, Place rebar 2.5' up from JOIST ON LEDGER T❑ BEAM - TOE NAILED 3-8D EA JOIST =3'-0"X4'-O" DESIGNATION GIVEN IN 7/31/21 DOB LTR DATED 7/30/21 SITE FEET & INCHES, WIDTH 350 H A R B O R LIGHTS D R bottom and In from Sides BAND JOIST TO JOIST - END NAILED 3-16D EA JOIST FIRST. MQ�_ - Provide mtl framing connectors between all conc piers and wood framing. BAND JOIST TO SILL OR TOP PLATE - TOE NAILED 2-16D PER FOOT SECTION UNE S❑U T H❑L D NY - PR❑VIDE ANCHOR BOLTS AS PER THE ANCHOR BOLT SCHEDULE. PROVIDE MIN (tEDARp 7' EMBEDMENT INT❑ CONCRETE AND 15' EMBEDMENT INT❑ CONIC POINT LOAD FROM ABOVE SP BLK.. PROVIDE z 1/2' CDX PLYWOOD 8D 6'Oc a EDGES - — — — — UNE OF OBJECT ABOVE ��'\ 3' SQ WASHERS FOR ANCHOR BOLTS. PROVIDE BOLTS WITHIN 12' OF ALL CORNERS. ? 12'13C2 FIELDS - -J �G M NFA` F0� DATE, 7/14/21 U_w 4'OC e GABLE RAKE ox OVREHANGS UNE OF OBJECT BEHIND Of W — — — — OR IN FOREGROUND * t W SCALES 1/4' = 1'-0' UON. DETAILS NTS = 1/2' COX PLYWOOD 8D 6'EDGE/12'FIELD oo ao DOOR IN WALL �~ - - - - - - DESIGNATION GIVEN IN w UNE OF OBJECT REMOVED `� EXTERIOR DOOR LIGHTING ¢= M X FEET & INCHES, WIDTH 3�, BM,HDR,GIRDER M FIRST. ��q 026470 Z —- -— ABOVE OF NFN'l PROJECT M 35021 AT ALL NEW EXTERIOR DOORS PR❑VIDE AN EXTERIOR LIGHT CONTROLLED BY o!X 3/4' T&G PLYWOOD aD 6•EDGE/12'FIELD AN INTERI❑R SWITCH LOCATED ADJACENT TO THE D❑❑R0 o= _ SMOKE DETECTOR/ALARM U_N — JOISTS ABOVE CMCARBON MONOXIDE DETECTOR/ALARM PROPOSED WALL FOUND WALL OR WALL - 001 , 00 0 0 1 i 0 0 REQUIRED INTERIOR LIGHTI ' TO BE MAINTAINED PROVIDE ARTIFICIAL LIGHT CAPABLE OF PRODUCING AN AVERAGE ILLUMINATI❑N ANCHOR BOLT SCHEDULE OF 6 FOOTCANDLES OVER THE AREA OF EVERY ROOM AT A HEIGHT OF 30' AFF 1 [IF C USE 5/8' BOLTS IM 45'NC FOR NEW AND EXIST. HOLD DOWN. SEE DETAIL D 0 B NUMBERS RETROFIT WITH SIMPSON SBS ADHESION SYSTEM. FINISH SCHEDULE REVISIONS: , DATE REVISION WALLS GYP BD. SEE NOTES/SCHEDULES NA NA CEILINGS GYP BD, SEE NOTES/SCHEDULES FLOORS CARPET, CERAMIC TILE, FLOATING INTERL❑C FLOORS @ KITS/BATHS CERAMIC TILE, SEE CERAMIC TILE NOTES EGRESS WINDOWS WALLS @ TUBS/SHOWERS CERAMIC TILE, SEE CERAMIC TILE NOTES ALL BDRM CASEMENT (CA) WINDOWS SHALL BE EGRESS WINDOWS FIRE CODE: Openings designated as egress shall have a min opening area of 5,7sf - Provide 5/8' 'type X' fire resistant gyp,bd, 3/4 hour assembly (5 sf for grade fir openings), a rein opening width of 20', a Min @ all attached garages and boiler/furnace room GYPSUM BOARD INSTALLATION opening height of 24', and a max sill height from the finished floor - Provide 3/4 hour fire rated self closing doors between of 44'. These openings o shall be operational from the Inside of the attached garages/heating es/heatin plants and other Interiors aces UON ALL GYP BD TO BE 1/2', AT BOILER RM & GARAGE PROVIDE 5/8' TYPE X FIRE RATED room without the use of keys or tools, MANUFACTURER BY OTHERS, g g g p p PROVIDE APPROPRIATE HDWR AS NECESSARY TO MEET THESE REQUIREMENTS - COMBUSTION AIR FROM OUTDO❑RS, PROVIDE COMB AIR FOR ALL COMB GYP BD, INSTALL ALL GYP BD PERPENDICULAR TO FRAMING STAGGER ALL BUTT JOINTS @ HEATING EQUIP BY MEANS OF 2 DUCTS INSTALLED WITHIN 1' OF FLR AND 4'0C, FASTEN TO FRAMING WITH 1-1/4' DRYWALL SCREWS @ 7'oc EDGE/10'oc FIELD, CLG, EA SHALL PR❑VIDE 1SI OF VENTING FOR EVERY 4K OF TOTAL WINDOWSMOORSEQUIP BTU/HR - COMBUSTION AIR FROM INDOORS, AVAILABLE AIR VOLUME MUST BE GREATER CERAMIC TILE NOTES - NOMENCLATURE IS GIVEN IN FEET AND INCHES, WIDTH FIRST, SEE LEGEND THAN 50CF FOR EVERY 1K OF BTU/HR FOR THE AGGREGATE OF ALL COMB HEATING EQUIP, AT WALLS INSTALL CERAMIC TILE OVER 1/2' CEMENT BOARD FASTENED AS PER - TOP OF WINDOW R❑'S 80' AFF LIEN - Provide thermal Insulation @ bolter/furnace room as per energy notes, MANUFACTURES RECOMMENDATIONS, AT FLOORS INSTALL CERAMIC TILE OVER 3/4' - FENESTRATION L❑CATIONS TO MATCH PLANS & ELEVATIONS, NOTIFY THE REINFORCED DRYPACK OR 4' PC SLAB, ARCHITECT OF ANY DISCREPANCY PRIOR TO FRAMING, - PROVIDE ALL PLATES AND BRIDGING AS SHOWN ❑N THE CROSS SECTION FOR FIRE BLOCKING - LINE ALL EXTERIOR DOOR & WINDOW OPENINGS WITH SELF ADHESIVE - DO NOT USE EXPOSED FOAM INSULATION ON THE INTERIOR OF DWELLING BUTYL RUBBER FLASHING BEFORE UNIT INSTALLATION, LAP WITH FELT AS REQ - ALL WALL AND CEILING FINISH SHALL BE PAINTED GYP,BD, CEMENT BOARD INSTALLATION FOR PROPER DRAINAGE, ALL FB INSULATI❑N SHALL HAVE AFLAME-SPREAD INDEX NOT TO EXCEED ALL CEMENT BD TO BE 1/2'/ INSTALL PERPENDICULAR TO FRAMING. STAGGER ALL BUTT 25 AND A SMOKE-DEVELOPED INDEX NOT T❑ EXCEED 450 JOINTS AND LAYERS @ 4'OC, FASTEN TO FRAMING WITH 1-5/8' GALV SCREWS @ 7'oc EDGE/10'oc FIELD. 21' 32'-1" 19' 32'-1" V-8. 10' _ 8'-8" C/ 2436 48 CA CA (2)28 LINE OF DECK ABOVE ____ (2)2x10 HDR (2)2848 CA (2)2848 H I _ 6X18 PSL DROP GIRDER _ SHOWER (2)2X10 HDR (2)2X10 HDR — PROVIDE 2X8 FLUSH LEDGER 17'-2)!" ° 8'-6 5' RAILINGS: I I I 14'-1" 6fi' 10'-8"LO STAIR & I I I 10" SQ POLY CLASSIC BOARD FASTENED TO WALL NEW 2X10 FJ NEW GUA DWNOTES I " 1�1' COLUMN BY TURNCRAFT FRAMIMG WITH (1)5/8" DIA I ® NEW CANTELEVER (2)2X10 FJ " �r LAG BOLTS STAGGERED O 16" I 0 I OR EQUIV ON 2X2 p v a 016" O.C. e ° 016" O.C. I OC.. PROVIDE FLASHING 0 I I m I MASONRY BASE WITH co w BETWEEN NEW LEDGER AND I M SISTER TO EXIST ' v NEW DECK II I wI I I STONE COPING. TYP N b N ao os ►°n 5/4- ACQ DECKING OF 2. SEE COLUMN EXIST BOX BM. TECO DECK I v 'r5 BATH •r / " BDRM 5 CONNECTION DETAIL i JOISTS TO LEDGER I " N 11 1 I .. N BDRM 1 BATH 8' CLG. 8' CLG. BATH THESE DRAWINGS ARE INSTRUMENTS OF 8' CLG. I I I los sD °'CLO. I I I SERVICE AND AS SUCH ARE THE SOLE PROPERTY 8' CLG. SHOWER ° EXIST 15' OH DR 215 SF Go s0 SL 10.9% AIR 14.9% AIR o I (5)2x4 (2)16"LVL HDR 2sss N (2)2X10 H R a O BDRM 4 OF THE ARCHITECT. INFRINGEMENTS OR I POST I 00 \ I 2X10 CJ— `� B R j ALTERATIONS BY OTHERS ARE PROHIBITED. I TYP I 2XISTIN _ I 13'-3" M 5'-2" I \I I ®16" D.C. 19 S AIR sD ZI / I I CODE REQUIREMENTS MAY BE HAND WRTTEN 20'-8X- 1 I— CL CL N = ®1s" o.c. _ _ � — I I ONTO HE PLANS BY REGULATORY AGENCIES. I I I I ._._..... 4' 1 I Ilk I _2x10 CJ_ II I I I I 016 O.C. I I I I EXIST NEw 2668 N BDRM 6 I 'j Do II WASH GAS 8' CLG, m N I I L— -� DRYER. BDRM 2 0 232 SF SD co 04 I I ————y————————PROVIDE 2X12 FLUSH TOEXTi 8' CLG. @ = a¢ 18.1% AIR C2668 221 SFI I = I I LEDGER BOARD WIC ' 100) u .2% AIR to " I r_X-1 EXISTING GARAGE FASTENED TO WALL 8' CLG. N , 9 o� ( PULL E00 TO REMAIN FRAMING WITH I N z v I I cM sD I / 1 1 DOVM N It o 11 STAIR (1)5/8" DIA LAG EXIST v j U O II O I / 1 SEE 2668 NEW BOLTS STAGGERED ® MUDRM <¢ "' o . _2X10 cJ— I/ 11 ENERGY ¢ SEE FIRE 2X12 FJ_ 16" OC. TECO FLR 6'-9 ' 3'_9" (2)2X10 FJ I co 0o I I " NOTES C I I N CODE NOTES — JOISTS TO LEDGER — N t o CNN 0 N I 016 O.C. L_•3 I I 012" O.C. 016" O.C. m = I a CAB CL a`to FF TO ALIGN W/EXIST CL — SISTER TO EXIST " X 8' CLG. ao " I I , 04 c*q BATH Gary Spinello - Architect N p® " 11 co I I VIF SILL IN SOUND CONDITION. 2668 I CL a 1 I REMOVE TOP PLATE ANS SISTER EXIST sue ZERO 7'-8 6' S' co Ill......bb���� \ 1 I 523 POST AVE.WESTBURY NY 11590 NEW STUDS TO NEW HEIGHT AS 5' ( II REQ FOR NEW FF TO MATCH EXIST. =J PROVIDE NEW TOP PLATES AS PER _ I \ 516-319-3115 THE FRAMING NOTES. O 2x10 CJ_ LOFT i °° I I GMSpinello@gmail.com 18'-8 " a e CL — — CL SOWER 016" O.C. 8,ma110 I II I NEW - LAV 5)2x II REMOVE VM _____________________ GAS 4, 4, 8' CLG. CL OST " 11 GAMBREL / I BDRM 3 $ WALL (4)2X 11 SAVE / I 8' CLG. 3 I I ------ OVEN POST I I L.------_-- / I 247 SF SD a NEW GAS i� � (2)2X12 WITH 5/8" o fO tO L---------------------- 9.1% AIR o � I 3 JENN-AIR I 'o STL PL FLUSH I = I WALL BELOW I I a I QO I I (2)2X10 FJ I N " GIRDER X I --J om 03 I z 8 CLG. ® I 3068 " 01s O.C. I 2x10 CJ_ FOYER I g II SITEI II �� SISTER EXIST I D w FOYER " I Ots" O.C. BELOW = 3 Li FTv� DN o I m iI " II�N� 2 STORY CLG 1R 3R I n " I � ii 350 HARBOR LIGHTS DR —J 11 o I 14'-3)!� I I SEE 0 5' 14-1 w II I STAIR " I SOUTH❑LD NY Ffl REM BATH -° NEW UP io &GUARD ANCHOR BOLTS �" I II FIXTURES HAND 1+12R I NOTES. 14'-1 II GARAGE SINK EXIST I VIF OR PROVIDE THAT ANCHOR BOLTS 3. REMOVE ry Tn LANDING ARE PROVIDED IN ACCORDANCE WITH NEW SEE AIR CLG/ROOF II 12' ® 11 668 I T1TEN HD ANCHORS AS REQ..THESE PLANS. RETROFIT WITH SIMPSON ——, N M NOW�D STAIR ji II c=5r= c DN 1R rIL __;I I I 11 1EXIST BREAK IN CLG TO REMAIN (4)2X4 POST 4 C&j_ �" u EXIST POST SEE STAIR & to EXIST CONDITIONS \ / \ / WOOD GUARD NOTES. < — 7/14/21 NEW (m VERIFY OR PROVIDE WORE CONSTRUCTION DATE, " THAT ALL EwsT coNSTRuctloN TO BE —�I IG—— DECK 1 DOUBLE FRAMING MASONRY 16 MAINTAINED IS IN SOUND STRUCTURAL I in 0 FLOOR THESE CONDITION AND IN ACCORDANCE WITH I OPENING. PORCH I� THESE PUNS SCALD 1/4' = 1'-0' UON. DETAILS NTS I TO TRUSS ABOVE. SEE SECT A-A EXIST KITCHEN TO BE: >LE ---------------- MASONRY 0 ¢ ¢ 1 REPLACED. REMOVE 1 REMAIN c�i PAVERS ON PC Iz HEADERS I ALL EXIST CABS, REM 2ND I I SLAB. SEE I PROVIDE MIN(2)2X8 HORS O ALL 00 00 PROJECT #I 35021 FIXTURES, AND FLR DECK ii SECT B-B. WALL OPENINGS LION ON THE PLANS. o- � I FOLLOW FRAMING NOTES C3 0D I APPLIANCES II N I 11 � 10" SQ POLY CLASSIC N 1 COLUMN BY TURNCRAFT 7) .c om a a MASONRIY BASEXWITH D cOO, II EXIST 2 STORY . = LR/DR•I .1 I STONE COPING. TYP DOUBLE FLR JOISTS d ".. x O I ED_ LR/DR TO REMAIN °' I COF 4. SEE COLUMNONNECTION DETAIL g " BELOW N \,�ER SPR----- UNDER ALL HDR ORL_____________� ___ 1r __ __- N 2X6 RR/CJ <!/i-i �IGIRDER POSTS UON . M' �1/I I---------------- I I I I 1 1 1 1 _____________—__ U _____ ___ _____ 11J_LLl J I I I I `m` ® JJ —�------�1 --- h� 1 I I 1 RAILINGS: 016" O.C. i 00 U LINE OF FLR ABOVE TO REMAIN �� ;I i I i I FOLLOW STAIR a< TRUSS ABOVE. SEE SECT A-A °"° I EXTEND ALL N 00 REMOVEI I 1 GUARD NOTES _ _ _ _ _ PERIMETER POSTS co TRUSS CORD BELOW STOOP i i i �' TO FOUND WALL I III EXTENDED (OT4 S I I NEW MASONRY I I .� I� 2ND FLR DEMO; I I I I DECK TYP REPLACE CENTERED. 01 — I I REMOVE ALL ROOFS j III 5/4" ACO DECKING SEE DETAIL 1 —]I l[—— T ®23INCLUD47 Q. I I ALL 2ND FLR WALLS TO MO ----I. 1LI ill, I / I Ij FLR DECK. REM GAR CLG (2)2X12 TOP PL 0 8' AFF -------(2)2HDR X12 -- ------- // I \ II (2)2X12 HDJ il I (2)2X10 HDR (2)2 10 HDR li2848 CA 2848 PW 2848 CA 2848 CA 2848 PW 2848 CA ————— (2)28 PW (2)2848 PW Ij 8'-4 NEW BILCO 8'-4" IL________________________ STEP CONST: DR BELOW ------------------ ---- 2X12 NOTCHED STRINGERS (DOUBLE 0 I 32'-1" II HIP) 024-OC WITH (2)2X6 TREADS II AND OPEN RISERS. STRINGERS TO 6' II 6X6 GRADE BM. FOLLOW STAEAR ONSRAND GUARD NOTES 34'_," 7' 2ND FLR PLAN A 002100 1 ST FLR PLAN (ALL WALLS ARE NEW) SCALE: 3/16"=1'-0" SCALE: 3/16"-1'-O" 1 ST FLR DEMO PLAN SCALE. 1/8"s1'-0" REVISIONS: 2021 21' 32'-1" DATE REVISI❑N 14' 7/31/21 DOB LTR DATED 7/3V/21'' ------------------------- - 7�- 24:FWHEADCRS — MINIMUM DESIGN LIVE LOADS (LBS/SF) II " y�t ; —4 )66 ' ' 8" PCPWALL ON C FTG IN I (1 2X2 PC PIER o 11 II N UNDER NEW I I 2" PC SLAB ON 6 I I YP I : I LINE WITH EXIST 2X8 RR PORCH PIERS I MIL POLYETHYLENE - --1 IROOF 25 I IIABOVE TYP OF 2 _1ST FLR 40 II IICOMPACTED FlLL2ND FL.R 30 016" O.C. VAPOR BARRIER ON � FOUND PIN 2X8 RR - __ J I TO NEW CS 18X24 iC SS 1 1 ' SEE 1 ----------�-- FOUND NOTES � __________= Ots" O.C. I I I_ � �_ I II I II II � II 1 rrl Uo I I I I I I r VIF BEFORE I i N 11 I I 1 1 L J CONSTRUCTION l l W Go to 1 I I EXIST 8' PC FOUND I I II N ( II I I WALLS ON 8X16 PC li I o II I I EXIST UNEXCAV I I o FIGS 0 CELLAR ALLOWABLE DEFLECTION '1 N 6 II ' ' CONSTTRFUCTION 8' 1 1 Z I I 1 2X10 RIDGE WITH VENT TYP "' I I PC FOUND WALLS I 1 2 1 1 I I 11 , I ON 8X16 PC FTGS I 1 EXISTING o< EXISTING I 11 N TO MIN 3' BELOW L J < 2X10 FJ STEP FTG MAX.I I SLOPE . STRUCTURAL MEMBER ALLOWABLE DEFLECTION 11 I II I I GRADE 1 I UNFINISHED �Z T1s" O.C. I 1 (SEvnnoNs) " ROOFS L/leo I I Ir c� I I I I 1 1 CELLAR TO �- 1 1OD CEILINGS L/240 II x `° �° 11 I I _j I REMAIN Mz I 1 M INT WALLS H/180 I I N I g +�°�0 w I I I— J 7'-9" CLC. �0� z< I 5H/120 ' FLOORS EXT L/360 %360 I I L`i1ry Ir I I I I I 2- L_I-I X Z 11 OTHER L/240 0 C11 1 CHANGE IN PITCH TYP x I I I I I n : I N PROVIDE TRIPLE -a I I i TRIMMER 1 L---------------I I EXISTING NM REM 1 1 v LL--------------= RAFTERS AND I L----- 1 _2X10 FJ- ww EXIST I I I (3)2X1° HDR 0 I ---------- I 016" O.C. WIN ( I I 1 iO I I DORMER W I I I I LIJ RULEXIST ING. STAIR PROVIDE 1 ( I I M II 2X8 RR - I I B SD O G, AND 1 I _ HDRM AS PER THE STAIR B II 016" O.C. 2X8 RR - I I 11 (� GUARD NOTES I I 0i 6" D.C. F I I I I VIF BEFORE p I--1 I--a. I \L1 ISTCONSTRUCTION ITUUP r J 1 :. 11 4' PC SLAB WITH I z I I I I EXIST 8' PC FOUND i Lt- ---C I 1 r J t J 6X6 #11010 c o WALLS ON 8X16 PC 2 I I r�i 2' 1 0 I FTGS 0 CELLAR _o L-----a..IJ I COMPACTED FlLL. z I I I O< 1 1 PITCH AWAY 0 II < I I EXIST FJ00- Y� 1 I I I 1 / 1 1 t/8"A. I 016" O.C. I I �z j Cr j REMOVE EXIST I I NEW ( Y ~:,,••., 11 I 1 z al- l_ -�CHIMNEY ABOVE 1 N I I OIL BOILER AND 11 I I I I I UNEXCAV . <..,.. z 1 2X2 PC PIER '' ;•r�. �' ' 1' I I I I 1 I I o�L_J RELOCATE ( 1 REM 1' 4" UNDER NEW II: Y• ,'�, ,•�`v. ::. I1 o I I x Z OIL BOILER 1 EXIST PORCH PIERS �.�.� '•'.•' ""+�: x ': . n OIL v o I A FOUND PIN �+ AS SHOWN TWIN ''; ABOVE TYP OF 4 .L ::":`�;.;:' ':�::'i:� .i... -�•::•� ��.: °D m 32X8 HDR ON 8" I I TYP. SEE .. I TANK " +`• ...••. x U A FOUND NOTES PROVIDE •y.•_ `•.� .'`'• � i;:,:r'•�.;''n` *: `•.'•.,;•n� I c� N II I I PC PIERS 11 N5/8" 11 A _„;',.`.;•i' t.:•:'� =';,f} ,<,� :- =•`• >':.:; :.'..s; :�'':�:'a}}^a: i ^~,,• 1 ( I1 r I I EXIST 6068 SLia GYPBDw TYPE X'ABOVE ' DOOR TO REMAIN HEATING i I NEW 8' PC ---------- EQUIPMENT FOR I I PORCH WALL 'ol ” 2X6 FJ - 1 f—------ A DISTANCE OF I cv 1-1/4 20 GUAGE COIL STRAP ATTACHING 1 °D I I . , 1 3' OUT IN ALL I FOUND PIN USE SIMPSON DSP. FILL ALL HOLES STUD TO BOX BEAM. FASTEN WITH MIN 11 i I 016" O.C. I NEW CELLAR o J L '4 DIRECTIONS m I i TYP. SEE WITH 10D COMMON NAILS. USE ® (5)10D COMMON NAILS IN STUD AND 5 IN 11 1 1 1 (EXIST SLAB TO REMAIN s = I FOUND ' I NOTES • 4" INTERIOR OR EXTERIOR. BM. FASTEN BOX TO SILL WITH SIMPSON =—________ —————————=J L ______ i L--- ---- -I • : * �� L------ - � ... DSP. FILL ALL HOLES WITH 10D COMMON 6—I •�+•�(s: IF———— =4- r 4 •••r -- RETROFIT TIE DOWN (SLAB). NAILS. evE�NT L'" 12' 15' REQ @GARAGE RETR❑FIT TIE D❑WN, REQ 32'-1" 7' THESE DRAWINGS ARE INSTRUMENTS OF @ 8" PC WALL ON NEW VX6' PC FOUND ON NEW 8" PC WALLS EXIST EXTERIOR WALLS UPPER ROOF PLAN 8X16UNE PC FTG IN EXIST SEE DETAIL PC FTG & STEPS. SEE SERVICE AND AS SUCH ARE THE SOLE PROPERTY BILCO DOOR DETAIL OF THE ARCHITECT. INFRINGEMENTS OR scatE: t/8"=t'—o" ALTERATIONS BY OTHERS ARE PROHIBITED. FOUNDATION PLAN CODE REQUIREMENTS MAY BE HAND WRTTEN SCALE: 1/8"=1'-0" ONTO THE PLANS BY REGULATORY AGENCIES. RIDGE RIDGE . .u VENT VENT 1 � r 12 2X6 CT ° 48"°c Gary Sninello - Architect 2X12 RIDGE N 2X12 CT 0 16"OC 2X12 RIDGE 8 E�tE a 523 POST AVE.WESTBURY NY 11590 t PROVIDE STRAP TIES 516-319-3115 SIMPSON H7Z AND ANODIZED FLASHING TO MATCH RR T❑ STUD/HDR ATTIC ROOFING AT CHANGE R19 FB ATTIC GMSp,inello@gmail.com -� '• SEE ATTIC NOTES ' `}',�.` ' `.`: , '\� z•..' SEE FRAMING NOTES) IN PITCH \_ INSUL (SEE ATTIC NOTES) i:...'•.. �,` ,:al}". .• ( V (SEE FRAMING NOTES) PROVIDE ICE .' c :.' .N • TECO RRa a •;.;.�. R30 FB INSUL SHIELD FROM EVE PTOLA(TES XTYP TO MIN 24" INSIDE 1-1/4" 20 GUAGE COIL STRAP ATTACHING CLG 8' AFF THE INTERIOR WALL STUD TO FOUND SILL PLATE. PROVIDE MIN N . R30 FB INSUL 12" LAP ONTO STUD WITH (4)8D COMMON ° HDR.X4TYP ESTLA4END GLE TO o °° o NAILS. WRAP STRAP AROUND AND ATTACH (2)1OX68 STL PL SITD TO SILT PLATE WITH MIN(4)8D COMMON R-15 12 EYEBROW NAILS. SUBFLR & SHEATHING NOT SHOWN. FB O ROOF CONSTRUCTION ALL O WINDOW USE SIMILAR DETAIL AT SLAB CONSTRUCTION INSUL„ ASPHALT ROOFING SHINGLES 34IELEvs 350 HARB❑R LIGHTS DR ON 15/FELT WALLS ON 1/2' COX SHEATHING SILL ATTACHMENT— CELLAR OR CS. TRUSS 2 ARDS SPACED WITH 2X8ON RAFTERS d ao S❑U T H❑L D NY REQ @NEW C❑NST STRUTS do SPACER BLOCKS AS REQ. O , B D R M 3 ALL STL PLATES/ANGLES 3/8". ALL FASTENERS 5/8" HEX BOLTS. r) R19 FB EAVE CONSTRUCTION INSUL 2'X16'CLAD FASCIA W1TIH VENTED VINYL SOFFIT 14 12 GUTTER &LEADER AS REQ �4 SIMPSON H2 SIMPSON LSTA STRAP TIE °1 LAP CORDS TO EAI m RICANE ° ° ° ° ° ° ° H R ATTACSIN STUDERTO WRAP ° A ° ° ° °° ° ° ° 41�sE AP 11 TECO TEs DATES 7/14/21 TYP EA END (2) 1OX44 STL PL LOCKING STRAP TO BACK SIDE. MIN T1P OF 2 c WALL CONSTRUCTION ” VENT EDSCALD1/4' = 1'—D' UDN. DETAILS NTS 8" LAP ONTO STUDS HARDI BD SHINGLE SIDING 1' .- SOFFIT DIST 2 I ON R-5 RIGID INSUL —9 VINYL NOTE: FB c0 ON TYVEK BLDG WRAP STRAP TO 2ND FLR WALL INSUL 2 STORYON 1/2'COX SHEATHING TSPAN O STUD D T❑ HDR SECT ON FRAMING PROJECT #I 35021 WHERE LR/DR CH 00 KIT 2 STORY MULTIPLE STRAPPING 3 FLOOR CONSTRUCTION FOYER � STORIES `' B—B FINISH FLOOR OCCUR. ON 3/4" T&G ST RED ARO OPLYN N �iOISTS FB INSUL 12" MIN LAP rFINISHED FLOOR TO ALIGN WITH EXISTING ONTO STUDS FF EL: 10.7 EXIST FB INSUL WITH (5)8D EXIST FB INSUL COMMON NAILS INTO EA EXIST AVG GRADE EL:8 r ®F NEVSIMPSON LSTA STRAP TIE r q� ®� ATTACHING STUD TO :STUD — _ �T 02 NE — _ OR STUD TO BOX BEAMUNFINISHED FRAMING MEMBERS °' UNFINISHED to REQ WALL STRAPPING CELLAR ALL SIZING AS PER FLOOR CELLAR PLANS AND FRAMING NOTES Za SIMPSON LSTA STRAP TIE WALL CATS ATTACHING RR TO ADD 1sT FLR WALL RR 0 RIDGE WITH CATS ,AS SHOWN (5)8D COMMON L— _ NAILS INTO EA — — — _ A - 003 , 00RR. ADD LSSU ® — — — — - — — - CATH CLGS RIDGE STRAPPING SECTION A-A SECTION B-B FENESTRATOV NOT SHOWN FENESTRATION NOT SHOWN REVISIONS: DATE REVISI❑N NA NA 2' TO 2' TO 4' VTR I 4' VTR T- 2' — T- 2' 2' 12" I I 2' 12• 12. LAV, I I 715' 1,5' TUB 2ND FLR 3' I ( 3' 1,5' 2' 2• 3' CO 3• 3• ( 1 I I 3' I I I - - -2- - - - - --� �- - - - -2_T -- - - 7 2' 1 2' 12' 12• 2' 2' 12• 2' Island sink I 12' — \ WASHER ?U ( I KIT SINK LAV. 1 LAV, LAV, rA W,C, I I 2' I 2, 2' 1,5' HDI�E 1S' 1,5' TUB 1ST FLR 3' 3' 1,5' CO 2' 2' 22' 3# 30 3' 3' 3• 4' 4' 4' TO APP SAN SYS THESE DRAWINGS ARE INSTRUMENTS OF PLUMBING RISER DIAGRAM SERVICE AND AS SUCH ARE THE SOLE PROPERTY THIS DIAGRAM IS SCHEMATIC ONLY. OF THE ARCHITECT. INFRINGEMENTS OR ALL ENGINEERING & CODE ALTERATIONS BY OTHERS ARE PROHIBITED. COMPLIANCE SHALL C E OTHERS. CODE REQUIREMENTS MAY BE HAND WRTTEN ONTO THE PLANS BY REGULATORY AGENCIES. 0 I Gary - Architect i GFl i�q iii 523 POST AVE.WESTBURY NY 11590 Fl i i i �� l i i, `� I 516-319-3115 GFl L W I I \ GMSpinello@gmail.com F7 1 , J L_ _y Exlsr SITE( UNE OF FTG. BELOW 12EXIST -------- MAY BACKS I EXTERIOR WALL I °�" i n 3 %� ``� 4• MIN. I I �W ¢ ¢ `` �� `\� �• , SDUTHOLD350 � NYL HTS DR C E gHpU .___,-� �\ Fl EPPLLACEOV I' ROAT �__� GFI ® STONE IN. 1/ I 6I ASH PST I GFl `� �: A / OPENING 2• TO WOOD STUDS I BRICK IS USED HEIGHT OR JOISTS I (_------- CUT BRICKS FLU 60 --- AA , I I I I I 4• FIRE BRICK JND 4• GR LESS . I I ; �� `� I DATE, 7/14/21 • MIN3' GFl ; I ELECTRICAL LEGEND FIREPLACE OPENING EXC T F - _-WITH DOORS AS RE SPE . CO5X5' MASONRY I `� % ¢ � % I SCALE( 1/4' = Y-O' UON, DETAILS NTS FACING MASONRY HEARfH 00BY THE ENERGY E A PRO . 12' SPLAY I M X 1 2 HTVN-4-,' RHOULD BE i ,- fGFI I — OP NTNG T T 4 UT / HH/CLG/WALL LT M G EXCEED 45' cFl ; PROJECT M 35021 AREA OF THROAT SHOULD BE NOT PLAN (LESS THAN TWICE AREA OF FLUE / / \ ( / CHANDELIER ELEVATIONA9'�'°'� I _� IG_ CHAND W SWITCH N •E: Y5P rebar % TRACK LIGHTING TYP WW 1�i I I ,��FtED qR� ASPER FRESH STATE do(LOCAL CODE directINTAKE ions ` W' �` I �G\� M SPI�F�/��r� W I 3 3 WAY SWITCH 4z O SECTION GRAM 3,. ¢ OUTLET * �' TYP . . . .. . . � n � n nn � n 1� nC� n, l� n (5 � I • . .. . 9 • I I I EXHAUST FAN/LIGHT COMBO d ¢ I _ _ ® UNIT 80 CFM. SWITCH N OF 3.. �'y ';• y.a, !d• �.� ' ••. ' ' .• cFl I �T 02647® • SEPARATE, PROVIDE TIMER ,•• • n I / I I \ FOR FAN, DUCT FAN TO FIREBOX bal-rom OF FTG SRX117 •' • ' :•• « a. EXTERIOR. ��®F NE�`I ALIGN WI BOTTOM OF • 4 •' e. •• ____ ADJOINING EXISTING FTG W�� / SWITCH LEG (� FOOTING � Q_ FOUND typ. between rebar 1 ST FLR ELECT 2ND FLR ELECT PROVIDE LIGHTS FOR ALL ADJOINING & CHIMNEY CLOSETS As PER CODE ENGINEERING BY OTHERS. SCALE: 1/8~-1'—D• SCALE: 1/8•=1'-0• A 0 0 5 1 0 0 REVISIONS: DATE REVISI❑N NA NA ENERGY CODE COMPLIANCE STATEMENT I THE HEREBY UNDERSIGNED NYS REGISTERED DESIGN PROFESSI❑NAL STATES THAT TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSI❑NAL JUDGEMENT, THESE PLANS ARE IN COMPLIANCE WITH THE 2017 NYSECCC & SUPPLEMENT. PRESCRIPTIVE ENERGY NOTES - ALL WIND❑WS AND DOORS BETWEEN HEATED AND UNHEATED SPACES SHALL BE R402.1 .2 INSULATION BY COMPONENT INSULATED TYPE U.35 ❑R PROVIDED WITH STORM PANELS, - ALL FRAMED FLOORS BETWEEN HEATED AND UNHEATED SPACES SHALL BE INSULATED WITH R19 FB INSUL WD FR MASS BASEMENT SLAB CRAWL CLIMATE FENESTRATION SKYLT FENESTRATION CEILING FLOOR - ALL FRAMED WALLS BETWEEN HEATED AND UNHEATED SPACES SHALL BE INSULATED ZONE U—FACTOR U—FACTOR SHGC R—VALUE WALL WALL R—VALUE WALL R—VALUE SPACE R—VALUE R—VALUE R—VALUE R—VALUE WITH R15 FB INSUL - ALL FRAMED CEILINGS BETWEEN HEATED AND UNHEATED SPACES SHALL BE 4 0.35 0.55 0.40 49 20 OR 8/13 19 10/13 10, 2' 10/13 INSULATED WITH R49 (30+19) FB INSUL 13+5 - R303.6 REQUIRED HEATING+ @ HABITABLE ROOMS PROVIDE 68 DEGREES F @ A P❑INT 3' ABOVE FLOOR AND 2' IN FROM EXTERIOR WALLS - AT PULL-DOWN ATTIC STAIRS BETWEEN HEATED & UNHEATED SPACES PROVIDE R40 HATCH COVER WITH GASKET BY 'THERMA-DOME' OR EQUIVALENT R402. 1 .4 U-FACTORS CLIMATE FRAME MASS BASEMENT CRAWL ZONE FENESTRATI❑N SKYLT CEILING WALL WALL FLOOR WALL SPACE WALL THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE SOLE PROPERTY EQUIPMENT 4 0.35 0.55 0.026 0.060 0.098 0.047 0.059 0.065 OF THE ARCHITECT. INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. ENGINEERING AND ENERGY COMPLIANCE BY OTHERS CODE REQUIREMENTS MAY BE HAND WRTTEN ONTO THE PLANS BY REGULATORY AGENCIES. FIRE STOP NOTES R402.4.1 .1 THROUGH PENETRATIONS, APPLICABLE CODES 3M IC 15WB+ COMPONENT AIR BARRIER CRITERIA INSULATION INSTALL CRITERIA RESCHECK VERSION 4.712 GaryJOINTS+ 2020 IEC( Spinello - Architect 3M FIRE DAM SPRAY 200 (SPRAY OR PAINT) GENERAL A CONTINUOUS AIR BARRIER SHALL BE AIR—PERMEABLE INSULATION SHALL NOT BE 3M FIRE DAM 150+ (CAULK OR TROWEL) INSTALLED IN THE BUILDING ENVELOPE. USED AS A MATERIAL, 523 POST AVE.WESTBURY NY 11590 USE WITH MINERAL WOOL BACKING WHERE REQUIRED THE ECT THERMAL ENVELOPE CONTAINS A 516-319-3115 CONT AIR BARRIER. BREAK JOINTS IN THE 1112110 GMS AIR BARRIER SHALL BE SEALED. GMSpinello@gmaii.com CLG/ATTIC THE AIR BARRIER IN ANY DROPPED THE INSUL IN ANY CLG/SOFFIT SHALL BE CLG/SOFFIT SHALL BE ALIGNED WITH THE ALIGNED WITH THE AIR BARRIER. REQUIRED TESTS INSUL AND ANY GAPS IN THE BARRIER SHALL BE SEALED, ACCESS OPENINGS, DROP DOWN STAIRS, OR KNEE WALL DOORS BLOWER DOOR TEST 11TO UNCONDITIONED ATTIC SPACES SHALL AIRSEALING DETAILS BE SEALED. MECHANICAL VENT TEST [:1 THE JUNCTION OF THE FOUND AND SILL CAVITIES WITHIN CORNERS AND HEADERS DUCT LEAKAGE TEST 1:1WALLS PLATE SHALL BE SEALED. THE JUNCTION OF FRAME WALLS SHALL BE INSULATED BY SITE OF THE TOP PLATE AND THE TOP OF COMPLETELY FILLING THE CAVITY WITH A Rl 0 EXTERIOR WALLS SHALL BE SEALED. MATERIAL HAVING A THERMAL RESISTANCE KNEE WALLS SHALL BE SEALED, OF R-3 PER INCH, EXTERIOR THERMAL ENVELOPE INSUL FOR 350 BARB❑R LIGHTS D R WINDOWS, THE SPACE BETWEEN DR/WIN/SL JAMBS FRAMED WALLS SHALL BE INSTALLED IN WINDOWS, DOORS AND FRAMING SHALL BE SEALED. SUBSTANCIAL CONTACT AND CONTINUOUS S❑U T H❑L D N Y ALIGNMENT WITH THE AIR BARRIER. RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR RIM JOISTS SHALL BE INSULATED 2020 I E C C COMPLIANCE METHOD BARRIER. PROVIDE CAULK OR FLOORS THE AIR BARRIER SHALL BE INSTALLED AT FLOOR FRAMING CAVITY INSUL SHALL BE PRESCRIPTIVE (P—k—S—V FAIL ANY EXPOSED EDGE OF INSULATION,. INSTALLED TO MAINTAIN PERMANENT PERFORMANCE - AS FAIL ORASEAMS N ALL SUBFLOORS ENERGY RATING INDEX - PASS/FAIL CONTACT WITH THE UNDERSIDE OF SUBFLO13R DECKING, OR FLOOR FRAMING CAVITY INSUL SHALL BE PERMITTED TO BE IN CONTACT WITH FLOOR SHEATHING, CONTINUOUS BEAD OF OR CONT INSUL INSTALLED ON THE DATES 7/14/21 SEALANT BETWEEN PLATES UNDERSIDE OF FLR FRAMING, AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL CRAFT OR FOIL FACED FG PERIMETER FLR FRAMING MEMBERS. SCALED 1/4' = Y-O' U❑N, DETAILS NTS BATT INSUL CRAWL SPACE EXPOSED EARTH IN UNVENTED CRAWL WHERE PROVIDED INSTEAD OF FLOOR AIR SEALING @ WALLS SPACES SHALL BE COVERED WITH CLASS 1 INSUL, INSULATION SHALL BE PROJECT #1 35021 AIR SEALING WALL TO RAFTER VAPOR RETARDER WITH OVERLAPPING PERMAMENTLY ATTACHED TO CRAWL SPACE UNHEATED CELLAR JOINTS TAPED, WALLS. SHAFTS, DUCT SHAFTS, UTIL PENETRATIONS, AND PENETRATIONS FLUE SHAFTS OPENING TO EXTERIOR OR UNCOND SPACE SHALL BE SEALED, BATTS IN NARROW CAVITIES SHALL BE ED Af�Cy NARROW CAVITIES CUT TO FIT OR OTHERWISE COMPLETELY FILLED �� �J1.SP SPRAY FOAM INSUL IN WALL GARAGE AIR SEALING SHALL BE REO BETWEEN THE C9� �® CAVITIES SEPARATION GARAGE AND CONDITIONED SPACE. RECESSED LTS RECESSED LTS INSTALLED IN THE RECESSED LTS INSTALLED IN THE CONTINUOUS BEAD OF SPRAY FOAM INSULIN WALL THERMAL ENVELOPE SHALL BE SEALED, THERMAL ENVELOPE SHALL BE AIR TIGHT SEALANT TYP CANTLES AND IC RATED PLUMB/WIRING BATT INSUL SHALL BE NEATLY CUT TOFIT WIRIG AND nn�� EXTERIORNWALLS, OR INSULUMBING THAT ON "/,9 ®2647® INSTALLATION READILY CONFORMS TO THE OF NES AVAILABLE SPACE SHALL EXTEND BEHIND PIPING AND WIRING. CONTINUOUS BEAD OF SHOWER/TUB ON THE AIR BARRIER INSTALLED AT EXT EXTERIOR WALLS ADJACENT TO SHOWERS SEALANT TYP EXT WALL WALLS ADJACENT TO SHOWERS AND TUBS AND TUBS SHALL BE INSULATED, SHALL SEPARATE THEM FROM SHOWERS AND TUBS. ELECT/PHONE BOX THE AIR BARRIER SHALL BE INSTALLED @ ON EXT WALL BEHIND ELECTRICAL BOXES OR AIR—SEALED AIR SEALING FOUND SILL A O O CD I O O AIR SEALING FLOOR TO FLOOR BOXES SHALL BE USED. HVAC REGISTERS HVAC REGISTER BOOTS THAT PENETRATE THE THERMAL ENVELOPE SHALL BE SEALED TO THE SUBFLOOR OR DRYWALL. -71 (, 7a ,PP/2!- REVISIONS: FINISH SCHEDULE DATE REVISION WALLS GYP BD, SEE NOTES/SCHEDULES 1/27/22 DEMO PLAN CEILINGS GYP BD, SEE NOTES/SCHEDULES FLOORS CARPET, CERAMIC TILE, FLOATING INTERLOC FLOORS @ KITS/BATHS CERAMIC TILE, SEE CERAMIC TILE NOTES EGRESS WINDOWS WALLS @ TUBS/SHOWERS CERAMIC TILE, SEE CERAMIC TILE NOTES ALL BDRM CASEMENT (CA) WINDOWS SHALL BE EGRESS WINDOWS FIRE CODE. Openings designated as egress shall have a rein opening area of 5,7sf - Provide 5/8' 'type X' fire resistant gyp,bol, 3/4 hour assembly (5 sf for grade fir openings), c min opening width of 20', a min @ all attached garages and boiler/furnace room GYPSUM BOARD INSTALLATION opening height of 24', and a max sill height from the finished floor - Provide 3/4 hour fire rated self closing doors between of 44'. These openings shall be operational from the Inside of the attached garages/heating plants and other interior spaces LION ALL GYP BD TO BE 1/2", AT BOILER RM & GARAGE PR❑VIDE 5/8' TYPE X FIRE RATED room without the use of keys or tools, MANUFACTURER BY OTHERS, GYP BD, INSTALL ALL GYP BD PERPENDICULAR TO FRAMING, STAGGER ALL BUTT JOINTS @ PR❑VIDE APPROPRIATE HDWR AS NECESSARY TO MEET THESE REQUIREMENTS - COMBUSTION AIR FROM OUTDOORS, PR❑VIDE COMB AIR FOR ALL COMB 4'OC. FASTEN TO FRAMING WITH 1-1/4' DRYWALL SCREWS @ 7'oc EDGE/10'oc FIELD. HEATING EQUIP BY MEANS OF 2 DUCTS INSTALLED WITHIN 1' OF FLR AND CLG. EA SHALL PROVIDE 1SI OF VENTING FOR EVERY 4K OF TOTAL WINDOWS/DOORSEQUIP BTU/HR - C❑MBUSTI❑N AIR FROM INDOORS. AVAILABLE AIR VOLUME MUST BE GREATER CERAMIC TILE NOTES - NOMENCLATURE IS GIVEN IN FEET AND INCHES, WIDTH FIRST, SEE LEGEND THAN 50CF FOR EVERY 1K OF BTU/HR FOR THE AGGREGATE OF ALL COMB HEATING EQUIP, AT WALLS INSTALL CERAMIC TILE OVER 1/2' CEMENT BOARD FASTENED AS PER - TOP OF WIND❑W RO'S 80' AFF UON MANUFACTURES RECOMMENDATIONS, AT FLOORS INSTALL CERAMIC TILE OVER 3/4' - Provide thermal Insulation @boiler/furnace room as per energy notes, REINFORCED DRYPACK ❑R 4' PC SLAB, - FENESTRATI❑N L❑CATIONS TO MATCH PLANS & ELEVATIONS, NOTIFY THE ARCHITECT OF ANY DISCREPANCY PRIOR TO FRAMING, - PROVIDE ALL PLATES AND BRIDGING AS SHOWN ON THE CROSS SECTI❑Ni . t i FOR FIRE BLOCKING - LINE ALL EXTERI❑R DOOR & WINDOW OPENINGS WITH SELF ADHESIVE6 " BUTYL RUBBER FLASHING BEFORE UNIT INSTALLATION, LAP WITH FELT AS REQ - D❑ NOT USE EXPOSED FOAM INSULATION ❑N THE INTERIOR OF DWELLING CEMENT BOARD INSTALLATION FOR PROPER DRAINAGE, - ALL WALL AND CEILING FINISH SHALL BE PAINTED GYP,BD, - ALL FB INSULATION SHALL HAVE A FLAME-SPREAD INDEX NOT TO EXCEED ALL CEMENT BD TO BE 1/2'/ INSTALL PERPENDICULAR TO FRAMING, STAGGER ALL BUTT 25 AND A SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 JOINTS AND LAYERS @ 4'OC, FASTEN TO FRAMING WITH 1-5/8' GALV SCREWS @ 7'oc EDGE/10"oc FIELD, 32'-1" 19' 32'-1" 8'-8" 10' 8'-8" 11 9'-6" (2)2848 CA 2436 CA (2)2848 CA (2)2848 CA _ -- ---------------- ———— UNE OF DECK ABOVE ____ (2)2X10 HDR 6X18 PSL DROP GIRDER SHOWER (2)2X10 HDR (2)2X10 HDR — — — — 17'-2y2' 0 8'-6)r�" 5' RAILINGS: II I 14'-1" F 6' 10'-8" I II PROVIDE 2X8 FLUSH LEDGER BOARD FASTENED TO WALL NEW 2X10 FJ NEW FOLLOW STAIR & • 10" SQ POLY CLASSIC • GUARD NOTES II FRAMIMG WITH (1)5/8" DIA 1 0 NEW CANTELEVER (2)2X10,FJ w 1 COLUMN BY TURNCRAFT ti LAG BOLTS STAGGERED 0 16" I a — `� t OR EQUIV ON 2X2 21 0 0 0 016" O.C. • . 016" O.C. a I I 11 cD I MASONRY BASE WITH OC.. PROVIDE FLASHING I ,p x to O v CO NEW DECK I I I d1 I I STONE COPING. TYP x 1O BETWEEN NEW LEDGER AND I w o SISTER TO EXIST I rn m 1 OF 2. SEE COLUMN "' g EXIST BOX BM. TECO DECK I N N O1 5/4" ACQ DECKING I I I I I I I BDRM 5 CONNECTION DETAIL I JOISTS TO LEDGER N fO BATH N I I I rn I I I .. I BDRM 1 BATH s' CLG. B' cl_c. BATH �� THESE DRAWINGS ARE INSTRUMENTS OF Cq O 8' CLG. 0 I I I 206 sD 8'CLG. I WI I I SERVICE AND AS SUCH ARE THE SOLE PROPERTY 1 ( 8' CLG. SHOWER " EXIST 15' OH DR 215 SF ao 60 SL 10L .9% AIR iv 14.9% AIR N ' 0 I BDRM 4 01 OF THE ARCHITECT. INFRINGEMENTS OR (5)2X4 (2)16"LVL HDR 2ggg N (2)2X10 H R 00 Posr I I o I \ 1 2X10 CJ_ 8' cLG. sD W 1 / I I ALTERATIONS BY OTHERS ARE PROHIBITED. TYP EXISTING r� \ 1 016" D.C. 219 SF z I / I I CODE REQUIREMENTS MAY BE HAND WRTTEN 20'-8y2- I 2X10 FJ— — 13'-3" 5'-2" L I.i 20.5% AIR O 016" O.C. —CLP CL00 ONTO THE PLANS BY REGULATORY AGENCIES. I I I I 14' I I Na —2X10 CJ_ _ v II LL I I 1 2668 II DO II 0 I I EXIST NE1n, N BDRM 6 I , m WASH GAS 8' CLG. co I ' � N to I--------- ---------J DRYER. 3 BDRM 2 m 232 SF SD I to N I I + VENT v 3¢ 18.1% AIR o w PROVIDE 2X12 FLUSH TO EXT 8' CLG. O x a 2668 II N a II Q LEDGER BOARD • WIC ( • 221 SF N '� r 7V--I C0 EXISTING GARAGE FASTENED TO WALL n 8' CLG. N rn 10.2% AIR N o I 1 = PULL X °D '00 TO REMAIN FRAMING WITH 8 LO N �z �I U 11 CM SD 1 / ` I STAIR. N DOWN N O II (1)5/8" DIA LAG EXIST j • U C5 I i I X O 1 / 1 1 NSEE OTES. 2668 U i� BOLTS STAGGERED 0 v as r� o in Q I I tw SEE FIRE 2X12 FJ_ 16" OC. TECO FLR MUDRM 6._9 (2)2X10 FJ I _2X10 CJ— 1 1 ENERGYOf N CODE NOTES — JOISTS TO LEDGER 3'-9" — 012" O.C. 016" O.C. a0 N o = N ® C-4 CAB I N 016" O.C. — II FF TO ALIGN W/EXIST CL SISTER TO EXIST `�' * o CL N © N N BATH II ■ ■ F 3 VIF SILL IN SOUND CONDITION. x O v 6' CLG. I to II Gary Spinello - Architect REMOVE TOP PLATE ANS SISTER EXIST w SUB ZERO 2668 7'-B g• 5 °' I I CL N NEW STUDS TO NEW HEIGHT AS REQ FOR NEW FF TO MATCH EXIST. 5 �J � I \ I I 523 POST AVE.WESTBURY NY 11590 PROVIDE NEW TOP PLATES AS PER _ 0 516-319-3115 THE FRAMING NOTES. 2X10 CJ_ LOFT I °D GMSpinello@gmail.com CL CL SHOWER 016" O.C. 8'CLG. I I I 11 18'-8 � — — I 1 � LAV (5)2X I -- � I I I II REMOVE NEW 8' CLG. CL POST I I GAMBREL I BDRM 3 GAS 11 BATHRM WALL 4' 4' (4)2X I a II OVEN POST CD I -I I L SAVE ,� 247SFsD 3 I I II ------ cV m (2)2X12 WITH 5/8" o I --------------------- .o CD II NEW GAS • m io m --— 9.1% AIR >C z I I JENN-AIR I = WALL BELOW I I o I I 1 STL PL FLUSH o I a LL----- _= O° O (2)2X10 FJ 1 Ft N GIRDER X I --J °' m I z =0 c i 8 C G. O 016" D.C. i o n 3068 N 1 —2X10 CJ— II FOYER i 016" D.C. FOYER II SITE: SISTER TO EXIST xI-w BELOW 3 I N o 2 STORY CLG 1R .. a o n I X o- —J o " IvN� 14'-3J¢" 3R I 1 SEE ON 1 N X 5, 14,-1X" j Ld II 350 HARBOR LIGHTS DR _ SOUTH❑LD NY �I 1 STAIR ANCHOR BOLTS v I ^ II 0 REM BATH L NEW UP 1 GUARD AIF OR PROVIDE THAT ANCHOR BOLTS w FIXTURES HAND 1+12R SINK 1 NOTES. 14'-1" II GARAGE EXIST ARE PROVIDED IN ACCORDANCE WITH W.UARD REMOVE n DN 17 LANDING 1 THESE PLANS. RETROFIT WITH SIMPSON __ NEW — I 3' I i CLG/ROOF II 2668 I T1TEN HD ANCHORS AS REQ.. DN STAIR —J 12' ------------ ON 1R —J (5)2X4 / JI 11 EXIST BREAK IN CLG TO REMAIN (4)2X4 POST ==-==JL---'----� _ POST 3 N EXIST CONDITIONS \\ SEE STAIR & NEW VERIFY OR PROVIDE BEFORE CONSTRUCTION DATE: 7/14/21 GUARD NOTES. THAT ALL EXIST CONSTRUC71ON TO BE C-4 DOUBLE FRAMING MASONRY 10 MAINTAINED IS IN SOUND STRUCTURAL 1 in 0 FLOOR CONDITION AND IN ACCORDANCE WITH 1 i� THESE PLANS SCALE: 1/4' = 1'-0' UON, DETAILS NTS TRUSS ABOVE. SEE SECT A-A OPENING. PORCH 1 EXIST KITCHEN TO BE XFLRDE ---------------- — — — — — MASONRY O Q TRUSS CORD BELOW Q I REPLACED. REMOVE I v PAVERS ON PC 1z HEADERSALL EXIST CABS, REM 2ND Ij SLAB. SEE 13 PROVIDE MIN(2)2X8 HORS O ALL ao PROJECT # 35021 FlXTURES, AND FLR DECK 11 co SECT B-B. WALL OPENINGS UON ON THE PLANS. OD 1 APPLIANCES 11 PROPOSED WOOD DECK zN I FOLLOW FRAMING NOTES. N NII G 10" SQ POLY CLASSIC IFOR LOT COVERAGE x s 1 COLUMN BY TURNCRAFT ICOMPLIANCE ONLY, NOT 0 3 U OIFOR CONSTRUCTION. ' • _ ; OR EQUIV ON 2X2 o,, EXIST 2 STORY LR/DR o 00 1 I - a STONE COPINGS TYP N I1 rA LARGER DECK IS TO m a - X I DOUBLE FLR JOISTS xI II BE FILED UNDER LR DR TO REMAIN �, N____ ___ UNDER ALL HDR OR NI ----__JL___ ____JI BELOW N SEPARATE APPLICATION a g OF 4. SEE COLUMN � x a, x � \� VA 9P ri i 11 IREgUIRING BZA .. CONNECTION DETAIL GIRDER POSTS UON a0GyNF------------- --- r 1 I II IrterteAPPROVAL. 2X6 RR/CJ m ¢ ® ----------------� VI I I II I I I I CONSTUCTION DETAILS o 016" O.C. U a o I EXTEND ALL ' ————————- —————�L1J_LL1�____J L I I i I TO BE PROVIDED 0D C0 II UNE OF FLR ABOV1= TO REMAIN IF ----ll II I I I I PENDING BZA TRUSS ABOVE. SEE SECT A-A N 1 PERIMETER POSTS N TRUSS CORD BELOW N co DETERMINATION. TO FOUND WALL ' 1 1 1 REMOVE I I I — — — — — II II STOOP I I I (5)2X4 II 2ND FLR DEMO; 11 I I I I OST li REMOVE ALL ROOFS li I I I 1 TYP NEW MASONRY • "I II II I I I I FIREPLACE CENTERED. cV —_ �T,9 ®247® WALL ADDED TO INCLUDING GARAGE. WALL ADDED TO II I I I I SEE DETAIL I 7I IC—— t1 DEMO PLAN DUE REMOVE ALL 2ND FLR DEMO PLAN DUE II �JL I J LO I / \ OF N TOPROPOSED 12' Ir- EIN WALLS TO 2ND FLR DECK. TO PROPOSED --- I I II DOOR REM GAR CLG. ADD 2ND WINDOW, IN-FILL Ij (2)2X12 TOP PL 0 8' AFF__ II CANTILEVER & OFFSET FLOOR DECK DUE TO & REPAIRS 1� (2)2X12 HDR -t (2)2X12 HD I (2)2X10 HDR (2)2 10 HDR \ ROOF LOADS. 1 ————— J II II 2848 CA 2848 pW 2848 CA 2848 CA 2848 PW 2848 CA (2)28 PW (2)2B4B PW I II WALL AD)ED TO8'-4 li NEW BILCO 8-4" 11=___-___________ R BELOW DEMO PLAN DUE II 32'-1" LI =- TO FIREPLAII 1 PROPOSED& II WINDOW II I I 11 6' 11 I1 II 2ND FLR PLAN A 002100 11 32'-1" 7' 1ST FLR PLAN (ALL WALLS ARE NEW) SCALE: 3/16"=1'-0" SCALE: 3/16"=1'-0" orig...1 ST FLR DEMO PLAN SCALE: 1/3"=1'-0" 17 , - ,P, �- � OQSSofO - �&'70 Et FRAMING NATES: STAIR NOTES GENERAL NOTES: - WIDTH. Stairways shall not be less than 36' In clear width at all points above the - These plans May not be used for construction unless they bear the FEE �3 0 M - All lumber to be structural grade DOUG-FIR #2 or better. All lumber Must permitted handrail height and below the required headroom height. Handralls shall original seal and signature of the Architect as well as the original seal NOTIFY BUILDING DEPARTM'5 ft be code marked, not project more than 4,5' on either side of the stairway and the minimum clear of approval from any building department having jurisdiction over this HARBOR LIGHTS DR 631-765-1802 8AM TO4PM FORM - All f oundation sill plates shall be (2)2x6 ACQ Installed over copper width of the stairway at and below the handrail height, Including treads and proposed project. FOLLOWING INSPECTIONS: termite shield and sill plate Insulation. Secure plates to landings, shall not be less than 31.5' where a handrail Is installed on one side and - All construction shall conform to the NYS building code, local jurisdiction 1. FOUNDATION"TWO REQUIREQ foundation with bolts provided (see foundation notes). 27' where handrails are provided on both sides. codes, and all other applicable codes & ordinances. 100 FOR POURED CONCRETE - All exterior lumber or lumber In contact with earth shall be ACQ. - TREADS & RISERS. The maximum riser height shall be 8 1/4' and the minimum tread - All work shall be performed by licensed & insured contractors &sub- 0 2. ROUGH-FRAMING&PLUMBING depth shall be 9', The riser height shall be measured vertically between leading contractors. All workman shall be covered by general liability & workman's N SITE PLA7FOR 3. INSULATION - Double framing members @ all openings, under parallel partitions and tubs, edges of the adjacent treads. The tread depth shall be measured horizontally compensation insurance as specified by state and local law. INTENDED4. FINAL-CONSTRUCTION MW'- Provide all solid blocking, DOUBLE FLR JOISTS, ETC, as required to transfer between the vertical planes of the foremost projection of adjacent treads and at 20 IG ONLY STRUCT FOROTHER BE COMPLETE FOR C:a.. all point loads and jack studs continuously to foundation below, a right angel to the tread's leading edge. The walking surface of treads and - ALL MEP SHOWN HEREIN IS SCHMETIC ONLY, ACTUAL ENGINEERING & PROPANE IMPROVEMENTS ALL CONSTRUCTION SHALL.M1' "RIE Landings of a stairway shalt be sloped no steeper than one unit vertical In 48 units CODE COMPLIANCE FOR MEP, DRAINAGE, AND FIRE PROTECTION SYSTEMS SHALL J (PAVING, FENCING, - Provide min, L.2>2x8 hdr @all openings U.O.N. Minimum post shall be g y P p BE BY OTHERS. I NE' ETC.) SEE SURVEY I REQUIREMENTSOFTHECODES'GFNEW (1)2x4 king stud with (1)2x4 jack stud. min 1-1/2' bearing U.O.N. horizontal (2-percent slope), The greatest riser height within any flight of stairs 0) < ATTACHED. YORK STATE NOT RESPONSIBLE FOR shall not exceed the smallest by more than 3/8'. The greatest tread dept within - All plumbing, electrical, and mechanical installation shall be performed a iDESiGNORCONSTRUC ON ERRORS - Provide 3 three studs min. @ all corners. any flight of stairs shall not exceed the smallest by more than 3/8' by licensed contractors in accordance with applicable codes and Provide solid bridging @ 4'ac @ all bearing walls, - HANDRAILS, Handralls shall be provided on at least one side of each stairway with governing regulations. NEW 2ND - Provide solid bridging @ max 6'oc @ all framed floor systems, two or more risers. Handrail height, measured above stair tread nosings, shall be FLR DECK 7 - Standard spacing of all framing members shall be 16'oc (U.❑.N.) plus additional not less than 34' and not more than 38'. All required handrails shall be continuous THE CONTRACTOR SHALL VERIFY BEFORE NEW CONSTRUCTION THAT ANY EXIST CONSTRUCTION TO BE MAINTAINED IS STRUCTURALLY SOUND AND N 1s.s . 34.9 - where needed. All wall framing shall be 2x4 U.❑,N.. Align all joists & rafters the full length of the stairs from a point directly above the lowest riser of the 11.5 n 0D 14 SECONDARY FY flight. Ends shall be returned or shall terminate In newel posts or safety terminals. IN CONFORMANCE WITH THESE PLANS. 21 with studs. 9 P Y I ( � - Provide all gyp, bol, nailers as required. Handrails adjacent to a wall shall have a space of not less than 1 1/2' between - The Instatlatlon of all equipment and material shall be done In a professional the wall and the handrail, workmanlike manner and in accordance with manufacturers specifications s 2 STORY M - Do not notch beams or joists. and recommendations. All equipment and material must be new. DWELLING L_J - The contractor shall coordinate with all other trades to provide blocking, - HEADROOM. The minimum headroom in all parts of the stairway shall not be less 19 29.9 PORCH than 6 feet, 8' measured verticall from the sloped lane adjoining the tread - The Contractor or Owner shalt obtain all required permits & Inspections from NEW ELECT � framing, openings, etc. as required. Y P p j g agencies having GENERATOR 12 M nosing or from the floor surface of the landing or platform. 9 g jurisdiction thereof. ON 4" PC 2.1 m - All wall top plates to be doubled & lapped @ Intersections. - All existing conditions are shown rough, actual field conditions may SLAB O Q - ILLUMINATION, PROVIDE ARTIFICIAL LIGHTING FOR ALL SECTIONS OF ANY INTERI❑R g 9 y vary. All NEW co M NEW - ALL TOP PLATE SPLICING SHALL :BE MIN 5' AND MIN (12)10D COMMON NAILS EA STAIRWAY, THE CONTROL FOR INTERIOR LIGHTING SHALL BE ACCESSIBLE AT THE TOP AND dimensions and size designations given are subject to on site adjustment to WOOD N N cov fit job conditions, FRAME PORCH 0 BOTTOM OF EACH STAIRWAY, DECK 1g N Z - All structural steel shall be ASTM-A36. - BEFORE THE START OF CONSTRUCTION THE CONTRACTOR SHALL VERIFY I WITH - Bolt flitch beams with X' ASTM-A325 bolts, nuts & washers staggered THE ACCURACY AND CLEARITY OF THE PLANS AND NOTIFY THE ARCHITECT ROOF 17.5 7 ( � @ 16'oc and min. 2 each end. OF ANY DISCREPANCY OR QUESTION OR OF ANY REASON THAT THE WORK - Unless otherwise noted on the plans all ceiling joists shown shall be assumed CAN NOT BE INSTALLED AS PLANNED, EXIST WOOD DECK ON structural for roof framing. Lap and securely fasten all ceiling joists to each GUARD NOTES - Before construction begins the Contractor shall locate and identify all GRADE NOT SHOWN other and to roof rafters, existing surface, subsurface, and overhead Installations that may be - All ridges, hip rafters, & valley rafters shall be sized to fully support affected by the new work. The Contractor shall alter such conditions the face cut of all attached rafters GUARDS REQUIRED. Porches, balconies or raised floor surfaces located more than as required by the new work. All such alterations shall be done in All exterior fasteners shall be galvanized Including sheathing Halls. 30' above the floor or grade below shall have guards not less than 36' in height. accordance with all regulations and standard practice AND APPROVAL I 20x40 Open sides of stairs with a total rise of more than 30' above the floor or grade FROM ALL AUTHORITIES - U.O.N. Provide 2X6 collar ties @ 48'oc in upper 1/3 of all attic spaces below shalt have guards not less than 34' In height measured verticalty from the POOL attached as per the nailing schedule. nosing of the treads. - NO EXCAVATIONS WITHOUT APPROVALS FROM ALL REQ AUTHORITIES - All plywood sheathing shall be 1/2' fir except where adjoining existing 3/4' GUARD OPENING LIMITATIONS, Required guards on open sides of stairways, raised - Before construction begins the Contractor shall verify existing soil sheathing. Where adjoining any 3/4' sheathing provide 3/4' to match or replace floor areas, balconies and porches shall have Intermediate rails or closures that bearing capacity at min. 2000LBS/SF. existing 3/4' sheathing with 1/2'. do not allow passage of a sphere 4' or more in diameter. - These drawings do not Include components necessary for construction - INSTALL ALL SHEATHING INCL GYP BD PERPENDICULAR TO FRAMING AND safety. The Contractor shall be responsible for the construction methods, 100 STAGGERED @ 4'❑C procedures, and conditions for safety including applicable OSHA - Double FJ under all posts or pointloads. requirements. - The contractor shall V.I.F. that all existing framing is In accordance with these REQUIRD az ACTUAL az - Follow written dimensions. Do not scale drawing. �RMTM POVID n N=S - Provide line voltage batter back-upinterlinked smoke detectors and SITE w L plans and upgrade any existing framing as required to be In accordance with ZONING DATA carbon monoxide detectors In accordance with all applicable regulations, these plans. LOT AREA (SF) NA 19,500 �� pp g - PROVIDE S❑LID BRIDGING @ 4'OC FOR MIN 2 BAYS AT ALL FLOOR PRIMARY FY (LF) 35 59.2 The latest version of governing regulations shall take precedence over SCALE: 1"=20' JOISTS PARALLEL TO END WALLS SECONDARY FY LF 20 34.9 what is shown In the plans UON. NOTE: JURISDICTION: SOUTHOLD - All work shall be performed during normal working hours and days and Site data taken froim survey Pro - PR❑VIDE MTL TECO'S @ ALL FLUSH FRAMED C❑NNECTI❑NS SY (LF) 10 11.5 by. KENNETH M WOYCHUK Property Zone: R40 shall be in compliance with local regulations governing same. P y RY (LF) 35 74 Survey dated: 2/1/20 N - PR❑VIDE CONTINUOUS LOADPATH FOR UPLIFT FROM RIDGE Princi al Use: RES - The Contractor shall provide legal disposal of all demolition and P RIDGE HT (LF) 35 30.4 ® PROPOSED 2 TO FOUNDATION, WHERE ANY CONNECTI❑N DETAIL IS UNCLEAR OR construction debris. The job site shall be kept broom swept and free STORY ADDITIONS MISSING CONTACT THE ARCHITECT USE 0_224 E LOT COVERAGE (%) 20 20.07 from accumulated debris. FUR OUT PLUMBING PARTITIONS 2' AS REQUIRED PROPERTY LIN - THE ARCHITECT IS NOT RETAINED FOR THE SUPERVISION OF THE WORK. ALL EXISTING CONSTRUCTION TO BE MAINTAINED SHALL BE REMEDIED BLDG WITH ADDS 2523.9 AREAS AS REQUIRED TO BE IN ACCORDANCE WITH THESE PLANS, WITH PORCH 212.7 IST FLR DECK 336 2ND FLR DECK 157.5 POOL 800 TOTAL 4030.1 FOUNDATION NOTES: NAILING SCHEDULE: - All concrete construction shall COMPLY WITH THE APPLICABLE STANDARDS LISTED CLIMATIC/GEOGRAPHIC DESIGN CRITERIA 2020 RESIDENTIAL CODE OF NYS IN CHAPTERS 19 & 20 OF ACI 318 OR ACI 332 NUMBER AND SZE SPACING OF DESCRIPTI❑N OF BUILDING ELEMENTS OF COMMON NAILS FASTENERS Gary .S neIIa Arch ,�tect - All poured In place concrete shall be air entrained and assume a minimum SUBJECT T❑ ultimate compressive strength Of 3500psl @ 28 dWIND DESIGN DAMAGE FR❑M ays for ext slabs & GROUND SEISMIC WINTER ICE steps, 2500 sl for int slabs, and 3000 si for foundations. RR/CJ TO PLATE - TOE NAIL 3-8D PER MEMBER SNOW SPECIAL WIND DESIGN FROST DESIGN SHIELD FLOOD AIR MEAN P P P LOAD CAT TEMP UNDER- HAZARD FREEZING ANNUAL WIND T❑P❑ WIND BORNE WEATHERING LINE 523 POST AVE.WESTBURY NY 115901 CJ T❑ PARALLEL RR (TOE NAILED) 11-161) PER CONNECTION (PSE) SPEED EFFECTS REGION DEBRIS DEPTH TERMITE (DEGREES F) LAYMENT INDEX TEMP 516-319-3115 - Block to be ASTM-C90, f m=1500psi Mortar to be ASTM 270, structural. ZONE All cont blk shall rest on min B' high continuous PC ftg, a CJ LAPS OVER PARTITIONS - FACE NAILED 11-16D PER CONNECTION GMSpinello@gmail.com - Reinforce all conc blk walls with (1)#3 deformed rebarCT TO RR - FACE NAILED 5-16D PER CONNECTION TO HEAVY continuous from ftg to 25 130 NO NO YES B SEVERE 36' MODERATE 15 YES NO 599 51 F top of Watt @ 2'oc. Solid fill space around rods with mortar or concrete grout C3BLOCKING TO RR - TOE NAILED 2-8D EACH END - Provide 'Durowall' mtl horizontal reinforcing @ every 3 courses of block above grade. RIM BOARD TO RR - END NAILED 2-16D EACH END Fill all concrete block solid for min 32' width under all point loads. JACK RAFTERS TO HIPS & VALLEYS - TOE NAILED 5-16D PER CONNECTI❑N - Parge all exposed block work for a finished took. TOP PLATE TO TOP PLATE - FACE NAILED 2-16D PER FOOT DESIGN CRITERIA 2020 RESIDENTIAL CODE OF NYS - Concrete & mortar shall not be Installed when the amblent temperature Is less T❑PPLATES AT INTERSECTIONS - FACE NAILED 4-161) JOINTS-EA SIDE AF&PA WOOD FRAME CONSTRUCTION MANUAL (WFCM), 2015IRC, 2017 NYS UNIFORM CODE SUPPLEMENT. than 40 degrees. Nor shall they be installed during wet weather or under any L3PROJECT conditions which may adversely affect the control of concrete curing. f STUD TO STUD - FACED NAILED 2-16D 24'❑c - All footings shall rest On level undisturbed soil min. 3'-0' below grade. HEADER TO HEADER - FACE NAILED 16D 16'OC ALONG EDGES THESE DRAWINGS ARE INSTRUMENTS OF - Provide 2x4 key-way in all footings. J SERVICE AND AS SUCH ARE THE SOLE PROPERTY ADDITIONS & - Top of all foundations shall be min 8' above grade. 3 STUD T❑ PLATES - END NAILED 2-16D PER CONNECTION OF THE ARCHITECT. INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. ALTERATIONS T❑ - The contractor shall verify a minimum 1 ton/SF soil bearing capacity before work BOTTOM PLATE TO JOISTS - FACE NAILED 2-16D PER FOOT CODE REQUIREMENTS MAY BE HAND WRTTEN DWELLING begins. DRAWING LEGEND ONTO THE PLANS BY REGULATORY AGENCIES. - The contractor shalt coordinate with all other trades providing any necessary tz Z JOIST T❑ SILL/PLATE/GIRDER - TOE NAIL 4-8D PER JOIST sleeves as required. f BRIDGING TO JOIST - TOE NAIL 2-8D EA END POST IN WALL. UON - Damp-proof all foundatlon walls below grade with bituminous plastic cement before ly back filling, Finish rade to provide positive drainage away from foundation. � BLOCKING TO JOIST - TOE NAIL 2-8D EA END MIN (3)2x4 VIF = VERIFY IN FIELD ( ) REVISIONS: TAX SBL 71 2 20 9� 9 P P 9 Y � MIN 3" BEARING - Pin new foundation walls to existing with 8' #5 rebar @16'oc vertically, Grout solid o BLOCKING TO SILL OR TOP PLATE - TOE NAIL 3-16D EA BLOCK Z❑NES FB INSUL - Provide X' organic expansion joints where slabs meet foundations or LEDGER BOARD TO BEAM - FACE NAILED 3-16D EA JOIST 3040 DH Ms= RIGID INSUL DATE REVISION other construction. Provide control joints @ every 100 sf, Minimum. DRS/WINDOWS - Provide (2) #5 rebar at all ft 's & haunches. Place rebar 2.5' u from JOIST ON LEDGER T❑ BEAM - TOE NAILED 3-BD EA JOIST =3'-O"X4'-0" DESIGNATION GIVEN IN SITE 9 P FEET & INCHES, WIDTH 7/31/21 DOB LTR DATED 7/30/21 bottom and in from sides BAND JOIST TO J❑IST - END NAILED 3-16D EA JOIST FIRST. DR PER FOOT - Provide mtl framing connectors between all conc piers and wood framing. SECTION LINE 1/24/22 SITE PLAN & ZONING BAND JOIST TO SILL OR TOP PLATE - TOE NAILED 2-16D 8/20/22 ADD REAR YARD COVERED SOUTH❑LD NY - PROVIDE ANCHOR BOLTS AS PER THE ANCHOR BOLT SCHEDULE. PROVIDE MIN DECK 7' EMBEDMENT INT❑ CONCRETE AND 15' EMBEDMENT INT❑ CONC BLK.. PR❑VIDE z 1/2' COX PLYWOOD 8D 6'❑C @ EDGES - — — — — LINE OF OBJECT ABOVE 3' SQ WASHERS FOR ANCHOR BOLTS. PR❑VIDE BOLTS WITHIN 12' OF ALL CORNERS. = 12'13C @ FIELDS - 'J POINT LOAD FROM ABOVE a 4'OC @ GABLE RAKE �FtED ARC DATE; 7/14/21 C3 ❑VREHANGS LINE OF OBJECT BEHIND ��A Sp w — — — — OR IN FOREGROUND �O PQM M I I F� Z 1/2' CDX PLYWOOD 8D 6'EDGE/12'FIELD ® SCALES 1/4' = 1'-❑' U❑N. DETAILS NTS _ o DOOR IN WALL �� - - - - - - 1 DESIGNATI❑N GIVEN IN w LINE OF OBJECT REMOVED M X FEET & INCHES, WIDTH 3 y of FIRST. EXTERIOR DOOR LIGHTING __ __ ,GIRDER z ABOVE ABOVE v PROJECT M 35021 AT ALL NEW EXTERIOR DOORS PROVIDE AN EXTERI❑R LIGHT CONTROLLED BY �� 3/4' T&G PLYWOOD 8D G'EDGE/12'FIELD topj 026470 AN INTERIOR SWITCH LOCATED ADJACENT TO THE DOOR o= _ Sp CM SMOKE DETECTOR/ALARM ®FNEV��® JOISTS ABOVE CARBON MONOXIDE DETECTOR/ALARM E I R E D INTERIOR LIGHT PROPOSED WALL FOUND WALL OR WALL - 001 , 00 0 0 1 1 0 0 R TO BE MAINTAINED PR❑VIDE ARTIFICIAL LIGHT CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION ANCHOR BOLT SCHEDULE OF 6 FOOTCANDLES OVER THE AREA OF EVERY ROOM AT A HEIGHT OF 30' AFF IF IS ElUSE 5/8' BOLTS @ 45'OC FOR NEW AND EXIST. 1(, RETROFIT WITH SIMPSON SBS ADHESION SYSTEM. HOLD DOWN. SEE DETAIL D 0 B NUMBERS �' OCT 2 6 ?022 REVISIONS: FINISH SCHEDULE DATE REVISION WALLS GYP BD, SEE NOTES/SCHEDULES 1/27/22 DEMO PLAN CEILINGS GYP BD, SEE NOTES/SCHEDULES 9/20/22 ADD RY COV DECK FLOORS CARPET, CERAMIC TILE, FLOATING INTERLOC FLOORS @ KITS/BATHS CERAMIC TILE, SEE CERAMIC TILE NOTES EGRESS WINDOWS WALLS @ TUBS/SHOWERS CERAMIC TILE. SEE CERAMIC TILE NOTES ALL BDRM CASEMENT (CA) WINDOWS SHALL BE EGRESS WINDOWS FIRE CODE: Openings designated as egress shall have a min opening area of 5.7sf - Provide 5/8' 'type X' fire resistant gyp.bd. 3/4 hour assembly (5 sf for grade fir openings), a min opening width of 20', a min @ all attached garages and boiler/furnace room GYPSUM BOARD INSTALLATION opening height of 24', and a nax sill height from the finished floor - Provide 3/4 hour fire rated self closing doors between of 44', These openings shall be operational from the Inside of the attached garages/heating plants and other Interior spaces UON ALL GYP BD TO BE 1/2 AT BOILER RM & GARAGE PR❑VIDE 5/8" TYPE X FIRE RATED room without the use of keys or tools. MANUFACTURER BY OTHERS, GYP BD, INSTALL ALL GYP BD PERPENDICULAR TO FRAMING. STAGGER ALL BUTT JOINTS @ PR❑VIDE APPROPRIATE HDWR AS NECESSARY TO MEET THESE REQUIREMENTS - COMBUSTION AIR FROM OUTDOORS, PR❑VIDE COMB AIR FOR ALL COMB HEATING EQUIP BY MEANS OF 2 DUCTS INSTALLED WITHIN 1' OF FLR AND 4'❑C, FASTEN TO FRAMING WITH 1-1/4' DRYWALL SCREWS @ 7"oc EDGE/10"oc FIELD. CLG. EA SHALL PROVIDE 1SI OF VENTING FOR EVERY 4K OF TOTAL WINDOWS/DOORSEQUIP BTU/HR - COMBUSTION AIR FROM INDOORS, AVAILABLE AIR VOLUME MUST BE GREATER CERAMIC TILE NOTES - NOMENCLATURE IS GIVEN IN FEET AND INCHES, WIDTH FIRST, SEE LEGEND THAN 50CF FOR EVERY 1K OF BTU/HR FOR THE AGGREGATE OF ALL COMB HEATING EQUIP, AT WALLS INSTALL CERAMIC TILE OVER 1/2" CEMENT ,BOARD FASTENED AS PER - TOP OF WINDOW RO'S 80" AFF LION - Provide thermal Insulation @ boiler/furnace room as per energy notes. MANUFACTURES RECOMMENDATIONS, AT FLOORS INSTALL CERAMIC TILE OVER 3/4' - FENESTRATION L❑CATIONS TO MATCH PLANS & ELEVATIONS. NOTIFY THE REINFORCED DRYPACK OR 4' PC SLAB. ARCHITECT OF ANY DISCREPANCY PRI❑R TO FRAMING, - PROVIDE ALL PLATES AND BRIDGING AS SHOWN ❑N THE CROSS SECTION FOR FIRE BLOCKING - LINE ALL EXTERIOR DOOR & WINDOW OPENINGS WITH SELF ADHESIVE - D❑ NOT USE EXPOSED FOAM INSULATION ON THE INTERIOR OF DWELLING BUTYL RUBBER FLASHING BEFORE UNIT INSTALLATION, LAP WITH FELT AS REQ - ALL WALL AND CEILING FINISH SHALL BE PAINTED GYP,BD, CEMENT BOARD INSTALLATION FOR PROPER DRAINAGE. - ALL FB INSULATION SHALL HAVE A FLAME-SPREAD INDEX NOT TO EXCEED 25 AND A SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 ALL CEMENT BD TO BE 1/2'/ INSTALL PERPENDICULAR TO FRAMING, STAGGER ALL BUTT JOINTS AND LAYERS @ 4'OC, FASTEN TO FRAMING WITH 1-5/8' GALV SCREWS @ 7'oc EDGE/10'oc FIELD. 21' 32'-1" 19' 32'-l" 8,_8» 10' -- 8'-8» 9'-6" ———— (2)2848 CA 2436 CA (2)2848 CA (2)28 LINE OF DECK ABOVE 267— (2)2X10 HDR • 48 CA _ _ 6X18 PSL DROP GIRDER _ SHOWER (2)2x10 HDR — — (2)2X10 HDR PROVIDE 2X8 FLUSH LEDGER 17'-2)17 " 8'-6)rj" 5' RAILINGS: I I I a I I I e 10" SQ POLY CLASSIC BOARD FASTENED TO WALL NEW 2X10 FJ NEW m e GUARD WNOTES STAIR & FRAMIMG WITH (1)5/8" DIA I ® NEW CANTELEVER (2)2X10 FJ I I I I 414 COLUMN BY TURNCRAFT _ �j OR EQUIV ON 2X2 o LAG BOLTS STAGGERED m 16" ( o — O Ro ¢ N II ( I II oD I MASONRY BASE NTH " OC.. PROVIDE FLASHING I m x 016" O.C. � O ®t 6" O.C. U I NEW DECK I I I � ar d m BETWEEN NEW LEDGER AND I M W SISTER TO EXIST I ao rn IX II I I STONE COPING. TYP x I I THESE DRAWINGS ARE INSTRUMENTS OF N EXIST BOX BM. TECO DECK I �' x O1 ''� 5/4" ACQ DECKING I I I BDRM 5 I MI I OF 2. SEE COLUMN N .r � I JOISTS TO LEDGER � N 'O BATH CONNECTION DETAIL I N BDRM BATH 8' CLG. N it I 8' CLG. BATH �i 8' CLG. 8' CLG. SHOWER O I I I 206 O EXIST 15' OH DR 215 SF ® m 60 SL SD e'cxG o 10.9% AIR iv o I I I SERVICE AND AS SUCH ARE THE SOLE PROPERTY 14.9% AIR N 1 ` BDRM 4 J OF THE ARCHITECT. INFRINGEMENTS OR (5)2X4 (2)16-LVL HDR 2668 N (2)2x10 H R m io W w POST IV 1 to I \ 1 2x10 CJ— ° 8' CLG. o ALTERATIONS BY OTHERS ARE PROHIBITED. 00 rill TYP I 2EXISTINGX10 FJ— 13'-3" M 5'-2" \lI ®16" O.C. 219 SF SD ZI / I I CODE REQUIREMENTS MAY BE HAND WRTTEN I 20'_8 » i ®t s" D.C. _ L _ 00 CLF CL 20.5% AIR — I I ONTO THE PLANS BY REGULATORY AGENCIES. II I I 14' a II N 2x10 CJ II 016" O.C. U II I I 2668 ov m o I I wnsH NEw N BDRM 6 I 1 �r L------------------I DRYER. BDRM 2 0 232 SF SD � N COO it PROVIDE 2X12 FLUSH TONEXT m Z 221CSF a CL 18.1% AIR C2668 11 N 3 I I EXISTING GARAGE ASTENED TO WALL �C N � 10.2% AIR X I II N ° m FRAMING WITH 1 8' CLG. 1 N z - I U I I � CM i / I �OYM N TO REMAIN � �s 0 I SD 1 ` 1 STAIR. 2ss6 v 0 I I e 2XW FJ— BOLTS" DIA LAG EXIST — ` x I x _2X10 CJ— II/ I NOTES. U II M NEW BOLTS STAGGERED ® MUDRM as r7 tr SEE FIRE 16" OC. TECO FLR 6'-9 " 3'_g• (2)2X10 FJ U 1 o i REVISIONS: 21' 32'-1" DATE REVISI❑N ° 14' 7/31/21 DOB LTR DATED 7/30/21 ,I, --- --------------------------� 8/20/22 ADD RY COV DECK + __ ________ ____________ MINIMUM DESIGN LIVE LOADS (LBS/SF) r8" PC WALL ON !. �I II •"•: i��1 � �———————————— I I LL � NEW CS 8X1VENT 1 ' I 8X16 PC FTG IN in II 2X2 PC PIER o ROOF 25 II II w ABOVE NEW OF 2 I I 2" PC SLAB ON 6 I I S -24" HEADRM TYP 1 : I LINE WITH EXIST PORCH PIERS L-— ———————J 1 2X8 RR — oo I I MIL POLYETHYLENE I VAPOR BARRIER ON __________ 1ST FLR 40 II 016" O.C. II I I COMPACTED FILL —I FOUND PIN 2ND FLR 30 2X8 RR — 18X24 ACCESS TYP. SEE 016" O.C. 1 �_ J I TO NEW CS 1 1 —__—__—__.�-- FOUND NOTES SIMPSON H7Z I r J L_ I RR TO STUD/HDR it I II i i i i �I 1 II I I 1 1 VIF BEFORE I I CONSTRUCTION I I W 00 EXIST 8' PC FOUND N I II I I I I WALLS ON 8X16 PC II 1 o II I I FTGS 0 CELLAR I I II O I I EXIST UNEXCAV I I o ALLOWABLE DEFLECTION 11 N II I I CVIF BEFORE ONSTRUCTION 8' 1 2X10 RIDGE WITH VENT TYP I II j I I PC FOUND WALLS I N 1 ON BX16 PC FTGS EXISTING L J Joa EXISTING I I STEP FTG 1:2 TO MIN 3' BELOW 0 0 2X1 o FJ I SLOPE MAX. STRUCTURAL MEMBER ALLOWABLE DEFLECTION ( I Cj I I UNFINISHED z — — SEE + I GRADE I I F'z 016" O.C. I I ELEVATIONS) o0 ROOFS L/iso II o �'�� II I I I I CELLAR TO N- CEILINGS L/240 II x �`� II 11 J I REMAIN �z I I M INT WALLS H/180 I1 04 H/120I +N 0 0 1 1 J 7'-9" CLG. I—O� zo 1 5' FLOORS EXT LLS L/60 11 1ti1+ 11 I I I 2' LTJ o O 1 OTHER L/240 1 CHANGE IN PITCH TYP x I 1 1 I 1 �? 1 �L I N PROVIDE TRIPLE z I SIMPSON LSTA STRAP TIE IL TRIMMER 1 1 L-——————————————I 1 EXISTING N 7 REM 1 • I I 1 ATTACHING STUD TO L-______________ RAFTERS AND 1 2X10 FJ— Wit EXIST I 1 PROPOSED GIRDER. WRAP (3)2X10 HDR 0 I L— ——— —————— — WIN I I STRAP TO BACK SIDE. MIN EYEBROW 1 I 01s" O.C. r 1 I I I �° 8" LAP ONTO STUDS II 2X8 RR _ DORMER i ; i B I I SD CM LIJ 0 EXIST STAIRLIGHTPROVIDE D 1 I I I M HDRM AS PER THE STAIR B I1 016" O.C. 1 'to 1 & GUARD NOTES I I 1 I 2ND FLR WALL 11 2X� 1 1 I1 I zo I� II T❑ HDR II 016" O.C. F 1 i I I VIF BEFORE 8 S 1 1 XIST 1 I 1 1 IL I I CONSTRUCTION z� r Ll UP r J I J 64* PC SLAB WITH X6 #1010 wwM STRAPPING I I EXIST 8' PC FOUND L L J `Z:' w 1 1 2X8 FJ — 1 I WALLS ON 8X16 PC Nz I r;i I 4' REINFORCING ON rl �l U 016" O.C. FTGS 0 CELLAR oo L_____;j J i IITHAWA FILL a 1 fO Zv „ PITCH AWAY 0 , a00 g x i I I OIL BOILER AND1 1 I o z vREMOVE EXIST 1I NEW: �+ Nz 1CI 1 UNEXCAVn< L_ _J CHIMNEY ABOVE I I 2X2 PC PIER N (nw J RELOCATEI IREM 14" UNDERNEW C3 I d 1is 1 wo OIL BOILER I EXISTPORCH PIERS d AS SHOWN I ABOVE TYP OF 4 0 1 A FOUND PIN VANI LFOTNDX,NOI TSEEOIL x 1 + ES I TANK A w 1 1 20" DIA 10" DIA I TYPE DX"5/8"PC PIER PC PIER EST 6068 SL ¢ " I GYP.BD. ABOVE !• .� '. • ; ".> I I i� 1 DOOR TO REMAIN HEATING I NEW 8" PC 1 I PORCH WALL I 1 EQUIPMENT FOR I _ A DISTANCE OF I b x. I FOUND PIN 1-1/4" 20 GUAGE COIL STRAP ATTACHING SIMPSON LSTA I 1 1 r- 1 1 4 3' OUT IN ALL 1 USE SIMPSON DSP. FILL ALL HOLES STUD TO BOX BEAM. FASTEN WITH MIN STRAP TIE 11 II 1 I NEW CELLAR o J L DIRECTIONS � I I TYP. SEE WITH 10D COMMON NAILS. USE ® ——————— I EXIST SLAB To REMAIN '° r to FOUND INTERIOR OR EXTERIOR. (5)10D COMMON NAILS IN STUD AND 5 IN ATTACHING RR TO 11 ______— 8J N, r : ' L————— M J I NOTES 4" BM. FASTEN BOX TO SILL WITH SIMPSON RR 0 RIDGE WITH —————_—___ —-� y: --- - DSP. FILL ALL HOLES WITH 10D COMMON ——————————J L——- • • �� RETROFIT TIE DOWN (SLAB), (5)8D COMMON --- XTs �•:: .; — =4� 4 REQ @ GARAGE NAILS. NAILS INTO EA 12' 15' VENT _ _ RETROFIT TIE DOWN, REQ @ RR. ADD LSSU ® 32'-1" 7' THESE DRAWINGS ARE INSTRUMENTS OF CATH CLGS 8" PC WALL ON NEW 4'X6' PC FOUND ON NEW 8" PC WALLS SERVICE AND AS SUCH ARE THE SOLE PROPERTY EXIST EXTERIOR WALLS 8X16 PC FTG IN 5.5'X7.5'X20" PC FTG. & STEPS. SEE RIDGE STRAPPING UPPER ROOF PLAN LINE WITH EXIST SEE DETAIL BILCO DOOR DETAIL OF THE ARCHITECT. INFRINGEMENTS OR SCALE: 1/8"=1'-0" ALTERATIONS BY OTHERS ARE PROHIBITED. FOUNDATION PLAN CODE REQUIREMENTS MAY BE HAND WRTTEN SCALE: 1/8"=1'-0" ONTO THE PLANS BY REGULATORY AGENCIES. RIDGE RIDGE VENT VENT :::''• 12 Gary Spinello - Architect '• 2X12 RIDGE 8 ALL 2X6 CTO 48"OC ` 2X12 CT O 16"OC 2X12 RIDGE ELEVs 523 POST AVE.WESTBURY NY 11590 PROVIDE STRAP TIES 516-319-3115 `,_+�.,�:.'.v;::•` AND ANODIZED -;,��-•;::•,.•:;;•,;•:, inello@gmail.com FLASHING TO MATCH ATTIC GMSpinello@gmaii.com f ` ,`- `ry•,.,` ROOFING AT CHANGE R79 FB ATTIC ' S:: :<;:Z::• +,;`ti: : .^_ (SEE ATTIC NOTES) IN PITCH \, INSUL (SEE EEE ATTIC ET NOTES)FRAMING S) t.: ;::- 1`; ;.•1}�.,y. (SEE FRAMING NOTES) V PROVIDE ICE TECO RRs R30 FB INSUL SHIELD FROM EVE TO (2)2X6 PLATES TYP TO MIN 24" INSIDE 1-1/4" 20 GUAGE COIL STRAP ATTACHING fik CLG 8' AFF THE INTERIOR WALL STUD TO FOUND SILL PLATE. PROVIDE MIN 12" LAP ONTO STUD WITH (4)8D COMMON ° HD) RX4TYP EA END STL ANGLE To a o e e(2)10X66 STL PL e e NAILS. WRAP STRAP AROUND AND ATTACH Rao FB INSUL SITEI TO SILL PLATE WITH MIN(4)8D COMMON R-15 5• 12 O EYEBROW NAILS. SUBFLR & SHEATHING NOT SHOWN. FB 0ROOF CONSTRUCTION WINDOW USE SIMILAR DETAIL AT SLAB CONSTRUCTION ITYPP 0 ASPHALT ROOFING SHINGLES 34 ELEVe 350 HARB❑R LIGHTS DR - WALLS = ON 15#FELT TRUSS CONST; d- ON 1/2" COX SHEATHING S❑ U T H❑L D N Y SILL ATTACHMENT- CELLAR OR CS. (2)12" LVL CORDS SPACED WITH I ON RAFTERS CO 2X8 STRUTS & SPACER BLOCKS AS o , B D R M 3 REQ @ NEW CONST REQ. ALL STL PLATES/ANGLES M p R79 FB 3/8". ALL FASTENERS 5/8" HEX pr)ROOF CONSTRUCTION 12 BOLTS. EAVE CONSTRUCTION INSUL ASPHALT ROOFING SHINGLES 2"X6" CLAD FASCIA # 12 ON 8� WITH VENTED VINYL SOFFIT& �4 ON %"CD3X SHEATHING GUTTER & LEADER AS REQ SIMPSON H2 ON RAFTERS TECOSHURRICANE AFF TIE % TYP o' LAP CORDS TO EAWALL STUD o o. 0 o e AV STRAP TECO TIES SIDE OFo e e e o TYP EA END (2) 1OX44 STL PL 6" LOCKING TYP of 2 (2)2x12 DATE: 7/14/21 BRACING WALL CONSTRUCTION VINYL SOFFIT HARD] BD SHINGLE SIDING 1' 2'-g" VINn D SCALD 1/4' = 1'-D' UDN, DETAILS NTS EXIST I ON R-5 RIGID INSUL SOFFIT NOTE: FB io ON TYVEK BLDG WRAP STRAP TO INSUL ON 1/2" CDX SHEATHING SPAN STUD 2 STORY TO STUD ON FRAMING KIT PROJECT #1 35021 WHERE COVERED LR/DR ScH o0 2 STORY MULTIPLE i� I DECK 3 BE BT FLOOR CONSTRUCTION _ FOYER o0 STORIES FINISH FLOOR SEE SCT OCCUR. ON 3/4" T&GBFL DA-AEC R INED gR�h'i LYWD�SUaF DECK/ROOF INSUL ON 12" MIN LAP r FINISHED FLOOR To ONTO STUDS 8" ALIGN WITH EXISTING g- WITH (5)8D EXIST FB INSUL FF EL: 10.7 COMM MONAILS NTO EA EXIST FB INSUL �. _ (V EXIST AVG GRADE EL:8 SIMPSON LSTA STRAP TIE I I = I I = _ '. _ �T��®F NE�N�(®�� ATTACHING STUD TO STUD I I I I - OR STUD TO BOX BEAM a, i7 UNFINISHED UNFINISHED I I I I FRAMING MEMBERS I REQ WALL STRAPPING L__J LJ CELLAR ALL SIZING AS PER FLOOR CELLAR PLANS AND FRAMING NOTES WALL CATS ADD 1ST FLR WALL CATS AS SHOWN L___j worm L___j - - - - - - - - I I — 003 , 00 SECTION A-A FENESTRATION NOT SHOWN SCALE: 1/4"=1'-0" SECTION B FENESTRATION NOT SHOWN SCALE: 1/4"=1'-0" REVISIONS: DATE REVISION 8/20/22 ADD RY COV DECK 6X6 POST ATTIC NOTES: TRIPLE FJ ® - Provide attic ventillation @ Min 1/150th attic area, SIMPSON H2 /EA POST - Provide corrugated air flow baffles where FB Insulation Meets roof soffits GLAZING LOCATED IN WIND—BORNE DEBRIS ® EA RR/CJ REGIONS SHALL BE IMPACT RESISTANT ❑R SIMPSON HS - PR❑VIDE MIN 22'X30" ACCESS OPENING WITH A MIN 30" UNOBSTRUCTED HEADROOM 0 EA J TO IN THE ATTIC @ SOME POINT ABOVE THE ACCESS OPENING PROTECTED IN ACCORDANCE WITH THIS DETAIL, SIMPSON BC - PROVIDE THRU ACCESS/VENTILATION BETWEEN ALL ADJOINING ATTICS r---------------=' PROVIDE CDX PLYWD PANELS MIN 7/16" THICK AND POST CAP AND 7e_1 .I r ------------ MAX SPAN OF 8' FOR ALL EXTERIOR GLAZING. PB POST BASE I I I I PANELS SHALL BE PRECUT AND LABELED FOR EACH WITH (3)10D SIMPSON PC PIER I I I I OPENING. PANELS AND SIDING SHALL BE PRE I I I I TO GIRDER I I I I DRILLED FOR WOOD SCREWS AS PER ADJOINING COMMON NAIL CONNECTOR FASTENER SPACING SCHEDULE. WOOD PANELS SHALL AT EACHL I L--------------j iEXTEND MIN 2" BEYOND ROUGH OPENING. SCREWS SURFACE r-------------id SHALL BE #8 AND OF SUFFICIENT LENGTH TO ANCHOR I SECURELY INTO OUGH DECK POST & DECK ASSEMBLYGIRDER SAFTY GLAZING •I I I I• WASHERS FOR ALLL SCREWS.NTNG FRAME. PROVIDE ROOF ASSEMBLYj I I I I I FASTENER SPACING SCHEDULE PR❑VIDE SAFETY GLAZING AT ALL SH DRS i i i I PANEL 1 <4 4'-6' 1 s•-6' PROVIDE SAFETY GLAZING AT ALL WIND❑WS IN TUBS/SHOWERS, •I -------------j I. SPAN PROVIDE SAFETY GLAZING @ ALL DOORS AND WINDOWS WITHIN 18' OF FLRS 3X3 SQ WASHER APPLIANCES IN ATTICS AND NUT ON TOP OF HDR EXTERIOR FINISHES ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH A CLEAR AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE BUT NOT ALL VENDERS SHALL PR❑VIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO IPURCHASE AND LESS THAN 30' HIGH, 22' WIDE OR LONGER THAN 20', THE PASSAGEWAY SHALL HAVE I' NSTALLATION, SHOP DWGS TO INCLUDE MAKE, MODEL, COLOR, AND INSTALLATION DETAILS. C❑NTINU❑US SOLID FL❑❑RING NOT LESS THAN 24' WIDE, A LEVEL SERVICE AREA MIN l SHOP DWGS SHALL BE REQ FOR STONE SIDING, CORNACES, EVES, CASINGS, LINTLE AND CAP 30'X30' SHALL BE PROVIDED ALONG ALL SIDES OF THE APPLIANCE WHERE ACCESS IS REQ, 12 F.F -- 3 2 STONE, QUOINSTONE, RAILINGS, GARAGE DOORS, ETC, THE CLEAR ACCESS OPENING DIMENSIONS SHALL BE 20'X30' AND LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE, A SERVICE LIGHT AND OUTLET SHALL BE 3X HDR OR (2)2X ' PROVIDED, NO FUEL BURNING EQUIPMENT SHALL BE INSTALLED IN ATTICS, I; HDR WITH 1.5" Ii SPACERS. SEE FLR PLAN. I I I I I I I FF. I I iV I I EXIST GRADE li 5/8" THREADED I I I I I I I I I I I II J L J L J L J L J NOT EMBEDMENT INTO SHOWN L J U it ROD MIN 16" STEPS/RAILS ii N II CONCRETE TIHESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE SOLE PROPERTY COVERED DECK ELEVATIONS L 01F THE ARCHITECT. INFRINGEMENTS OR SCALE: 1/8"=1'-0" . HOLLOW COLUMN ALTERATIONS BYOTHERS ARE PROHIBITED. CODE REQUIREMENTS MAY BE HAND WRTTEN — - — _ �\ ATTACHMENT DETAIL ONTO THE PLANS BY REGULATORY AGENCIES. 111111 Lj ---------------------- / \ / / Gary 0 JOIST Spinello - Architect 5/8" DIA THREADED ROD1-1/4"X20 GAGE COIL SEE SEPARATED SEE SEPARATED 11TF ® 523 POST AVE.WESTBURY NY 11590 STRAP FOR EA JACK AND ROOFED—OVER DECK ROOFED—OVER DECKIT 1 11 IT I KING. WRAP AROUND ELEVATION F.F.-—— ELEVATION I 516-319-3115 SIMPSON HDU SERIES PLATES AND FASTEN TO i GMISpinello@gmail.com HOLDDOWN STUDS WITH (5)8D COMMON NAILS EA SIDE I ----� D 3 2" MIN FROM TOP JACK OR WALL STUD TYP I J �- � I I �- I ( i I � MAX HOLE DIAMETER = AND BOTTOM OF JOIST SIMPSON HDU ----------------- I I --------------� I I I r— / . SIMPSON HDU SERIES HOLDDOWNHOLDDOWN 5/8" DIA THREADED ROD SIMPSON CNW COUPLER, NUT 5/8 WEST ELEVATION SOUTH ELEVATION STUD SITEI BORED HOLES MAX 40% . d ATTACH TO NEW FOUND 0- OF STUD DEPTH USE SIMPSON HDU " 3 5 0 H A R B R LIGHTS D R v WALL WITH 5/8" DIA TO EDGE. AT 40%-60% SSTB28 ANCHOR BOLT BY PROVIDE DOUBLE STUDSB SIMPSON STRO'NGTIE OR HOLD DOWN. NOT MORE THAN 2 IN SOUTHOLD NY EQUAL. SUCCESSION RETROFIT WITH SIMPSON SBS ADHESION SYSTEM. NOTCH MAY NOT EXCEED 25% OF STUD DEPTH. NOTCHES MAY NOT BE ❑ LOCATED IN MIDDLE 1/3 HOLD DOWN DETAIL OF STUD LENGTH BORINGS & NOTCHES \\ HORIZONTALLY N DATE, 7/14/21 MAY NOT\; SCALE: 1/4' = 1'-0' UON, DETAILS NTS PERMISSIBLE ® ® — -- / VINYL PERMISSIB LE SUNBURST BORING 8 PROJECT #I 35021 NOTCHING \ / \ / \ / \ / .�ERED ARO \\` \ BILCO F.F_ �� ® ��, DOOR I `xD 11 IT 11 111111 �, •� 11 u �T ®2647II IT ® CELLAR o _— 4�®F N .(® F.F. FOLLOW THE - N IEXI�GRADEI STAIR NOTES e A - - REQ STAIR RAILING NOT SHOWN. I I PROVIDE AS PER THE STAIR AND I I I I I I I I I _ _———GUARD NOTES. I — L-------- — I �ZJ I I L_ ----------------- ------------------------ • •• CELLAR -----y===� Z—�==______