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HomeMy WebLinkAbout42118-Z ��o�sllfrFO(,�CO�� Town of Southold 6/21/2018 0 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39724 Date: 6/21/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 335 Smith Rd,Peconic SCTM#: 473889 Sec/Block/Lot: 98.4-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/24/2017 pursuant to which Building Permit No. 42118 dated 11/6/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING FRONT STOOP AND OUTDOOR SHOWER TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Blackburn, Christine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0194 06-20-2018 ELECTRICAL CERTIFICATE NO. 42118 06-14-2018 PLUMBERS CERTIFICATION DATED 02-26-2018R 'Plum g and Heating t th\WA,-t- riz ignature �o�goFEot,��oTOWN OF SOUTHOLD y BUILDING DEPARTMENT y TOWN CLERK'S OFFICE 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#: 42118 Date: 11/6/2017 Permission is hereby granted to: Blackburn, Christine 88 S Portland Ave Brooklyn, NY 11217 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. At premises located at: 335 Smith Rd, Peconic SCTM # 473889 Sec/Block/Lot# 98.-4-4 Pursuant to application dated 10/24/2017 and approved by the Building Inspector. To expire on 5/8/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $525.60 DEMOLITION $31.70 CO -ADDITION TO DWELLING $50.00 Total: $607.30 Blu g Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. Farr— building or new use: 1. Final sur roperty with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dep . adv ter supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Boas ire Underwriters. 4. Sworn statement from plumber certifying that the soldB?1rAdjn system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and sitnRaLbuildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. Fnr existing buildings(prior to April 9 1957)non-conforming uses,or buildings and"pre-existing"land uses: ✓1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 ✓ 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 �. 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: `� (check one) Location of Property: _T 14C- Y�,�: 9 ���®� C' House No. S reet � �—�9 Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section �25 Block �- Lot 4 Lot:Subdivisionig Permit No. Date of Permit. Applicant: I�r�—� al PW Health Dept. Approval: Underwriters Approval: Planning Board Approval: AN Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ F plicant Signature pF SOU��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road C Fax(631)765-9502 P.O.Box 1179 roger.richert(aD-town.southold.ny.us Southold,NY 11971-0959 'P®,r eg9 BUILDING DEPARTMENT TOWN OF SOUMOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Rustic and Refined Renovations (Blackburn) Address: 335 Smith Road city,Peconic st: New York zip: 11958 Building Permit#: 42118 Section: 98 Block: 4 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: North Electric License No: 890-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 40 Ceiling Fixtures 15 HID Fixtures Service 3 ph Hot Water ELEC. GFCI Recpt 10 Wall Fixtures 4 Smoke Detectors 5 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 9 CO Detectors Sub Panel A/C Blower Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances pW Dryer Recpt Emergency FixtureTime Clocks Disconnect 200A Switches 35 Twist Lock Exit Fixtures TVSS Other Equipment: 200A Underground Service, 2- Combination Smoke/CO Detectors, 2- Paddle Fans, 1- Bath Fan, 1- Range Hood, 7-ARC Fault Circuit Breakers. Notes: Inspector Signature: 7 Date: June 14, 2018 0-Cert Electrical Compliance Form.xls 0-$QUr�` .. ,`O.,e '1'cleplic�n4(63'1)7651802 • `Cdivn 1Yaz11"Aaiie�t. 5�375114ain Ro:ic1: rax(631)765=9502, Squt1i6fii-,v i197t=(I�s D ;13 U YT.I3INCa',-pLl'A It1'MT»6�'1~ °r08VN-O 80U,11�c�LP JUN 2 U 201 BUTMDENIG DEPT. AT Zuilding�Pdriiiit No. Owner: ,--® .m. MOW lir�nt) -Pluniber:; . Pul✓MP�NCS ��: I-I��TI�� �y.�C• - (Plcasc�nrint) ' Y comity flint tlic soidcr tisecl in'fi�`�v tcr:sulirly`sygtein c016iiis..16M,tlmn 2/I0of-_T% lead. 1. i ars iiure) Swan-io.befoiein diis do,,of , 20-j U(14- 14otnry Public,, C6 -cf1ceounty BRIANNA GIBBS Notary Public, State of New York No. OIGI6357394 Commission Expires April 17, 2021 �pE 50(/jy �o� olo H O i 0 NTI,a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAC MN ING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 6fwmim, I DATE 1� INSPECTOR l ` I SOF SOUIy �o� olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPE7] m ION[ ] FOUNDATION 1ST [ UGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) VVk, J REMARKS: ! RAS U� , oa.�� Ir�ZtA)dv� o G A- �V" Y ok VA- oah s-f A, DATE h4l WE INSPECTOR a0E SOUIy �o� olo coulm,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] 5RAMING / STRAPPING [ ] FINAL [ F REPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: l� DATE $ INSPECTOR hO��OE SOUTyOIo 1 � �y000M`1,N� r_ TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 'INSPECTION ( ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: -7 - DATE INSPECTOR SOUjyolo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH-PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ ] ELECTRIC (FINAL) REMARKS: , �t7y-a, Wlkm, h bat/ DV4 _T;is_�t_ Nm�� t Vq tjA// I> go k DATE g INSPECTOR pF SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycoUlm, 765-1802 INSPECTION . [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� INSPECTORS Lty ho�aOF SOUIyo� # TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING lr*NREMARKS: G Rqr,;fae� ?� ft w r nq t DATEg INSPECTOR Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 335 Smith Road,Peconic 11958 Test Date 6/14/2018 Building Permit#: Compliance Pathway Performance Test Completed by: Chris Silvia RESNET Rater ID# 4150294 Home Energy Solution NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 D C jr�- (��( 631-673-0664 Building Envelope Tightness JUN 1 8 2010 Volume Calculation : Check if Floor Area Volume ❑ Conditioned BasemeIJH,DIN1 D+PT. Basement El Conditioned CrawTQNW, OF SOT 7ULOLD 1St 985 8865 2 Sealed Attic d n 2 522 6591 *The conditioned floor area of dwelling is calculated in 3rd accordance with ANSI 2765,except that conditioned floor Attic 4455 area includes areas where the ceiling height is less than 5 Total Volume 19911 ft' CFM @50 pa 9771 Air changes/hr@50 pa 2.94 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: Whole House Duct Location Crawl Space -------------------------- Floor Area 1506 3.8 Leakage CFM @ 25pa 57 CFM/100 ft2 CFA Code Compliance: Pass System-2: Within Condition Space Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ft2 CFA Code Compliance: System-2: Within Condition Space Duct Location •------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ft2 CFA Code Compliance: Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: Date: 1 l Chris Silvia,Home Energy Solutions Spray Foam Logics PO Box 4®8 D!i Mastic, NY 11967 JUN 2 0 2018 Phone 631-742-9936 Br.UTUL NG,DEPT. License ##49874-H C, } - FICATE=OF . CERTi - ;'> ry r TION:' JOBINF& '}";km. -•VP - ,ar ^^,✓, :4, -" 'wry=Js -`l, - iC ;i ,; 't, ','wr�' r'. • f.. :x xtericiT�tl/alls A :i x ;%..- ttic.Roofiiine� �� ..�,,.YN:_�,.�,,.,.,1,:°" � `:ti„' � "'+.'-�.,,n_;�;,r;�l.�vr',Fr'.:^ -',Vt�c - - - -__ •i�” "u R= 1E INC VALUE,`--` JYPE -,�q ,i - - - s;�r... ,Hi%I..��.: _.eta..-34'!'F{- '"'i-"i'i�`'- �:h.CS.,'y4= .;53_��-tY�':•+ _ Y y, _ aPEN.CELty_. C3 OPEN CELL FOAM, E'' Ku`r2 .� ti>.•..:z:<. FPsr 41 r' OSED> Lt'FOAM=_. 'CLOSED-CELL FORM - `- f , - - VY _ ,--" ,/!t.�l:� ,',,"rt,-"✓rt� •• ��a��.�".�'. $'[;,IR57id�W Y',::3 �`_ _ )`ire" —*"--r: � 'r `HBERGLA55'. - - ,r ..tr H,. 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Tr _ an...f_ -' '' — X � .il j Ma .. ; -: i F I it if — t — i ' — - '� �, _ r _ F' �I I Level I nd 2 r i C ate, , + . e i +:•! i 31 t I t, FEB 2 1 2018 i �Ci.Y I i I �•�_�. I I, k Spray April 24, 2010 }y am Nafion TOWN OF SOUMOLD Af i { t •s t I x i , 1 -3 -r- :3" :x�- `GcS.�:.:�' _ - - r� d '��exn': �n � '•����' w`��?' ?�s'����r-r��_ r ,,�'�� ��•,�r^��n "`�":r>«��s �:;>r .'''.'FRcr» `"-`�..�s= �•,y.c^. .�E`s�'�`' '�':Ff•i, .�'���, �.,+�R' f- - ���+;,�}"�" , �; _ a 9'i� _ ';'i"� `'w ws'�='. aSa r�,,�r' � t• =y �'� w.ss -S� ,.- r�.. ,y°;. r� c• aE.. �`- y,«... �,�c�.�,'�: �4 fi �'�'n -�;�^' w���-�� � c xl` ..�+'7.4%� .."�.•j',���f. �" ''-`•-,^,cs" ?,:' ,K,.. ��.. t s: ,,-� ''.�.,;r .,'�', �, _ !' �7 7. r ,..�,. dam'• � « '�,urY ;s vs %: -.s.. �� -r,»....�..;... �� • ,� ,�. A."rr .-t*'��p, 3� :-s.�'"�a�.� .,..�+• ��_ ''��.���,.,p;,�"""°`� A�,t ;^ ,,-• •'�7. :��''�`�'��t� � �g;*'V-'" `}ys^r:, ;�'A�"` " 1��,� � . r rb« id+l r t;:o- �."�� " u � t�t„r.. ��-•. ��, y3„�- ® 4» �a,._ '''�'"mow _ ,.ix ..���" c�� *. �-r`-�'• ?^„�''_�" aye • ..i4 A �;� p'� . �,,�'�`�_ Certificate Number an �5 olim •�'�..#:x:,.;a>,j5{z�.. p � �Y�x,r�'"°,,;s' N,,,^rte R����.�� - of%iy./ioi/f._i ai/2412018 �Y=Y- s ` F!�'_� r - ,.__ Period 4z �,,. _> Certificate. -� bF tip] -yi-Y..,, 'i' ^ '; -b fos Quad Foa r Certified ` ka t5 + u$ -".^.:c3-•3 SSS t; tom. r a ray- p:p:1�.a:d, R"gid 'nary to = 4. ._ Foam .Syster UL 2&8'--:o3.3-Gold.Standard.foederriical,E'missions for Bu(lding'Materials,,Finishes and Fur'nithing§ Wali finishes are determined compiiant in:at'cordance,ith California D'e-partment'ofPublic Health',(CDPH)standardMethod,Vs.i-z&io`using'a Cla"ssroom Environmentwith an airchange of o.82 hr i and`a loading 6f, gy.6o ink;and W611' nMs}ies,er'e determ_ined compliantsin`accordance with California Depaitment of P,Aiic Health.(CD_PH),Standard Method Vx_.i-zoio using an'office.Envirdnmentwith arnaircfiarige of o.68 hr 1 and a loading of33.40 m?: Productiesled in accordance with UL i8iitest method to'shovv compliance to emission limits ori t)L i8i8.Section 7. and j.z. I - UL Fmiionment inveittgated represeirtaiivesainplesof the t'Qeritr/eatProduct(3)fo the IdenLr d standard(sj orotherreq&rern"in a=rdance iith the agreements and arryappgctib(e program sere ce termsi iplace between UL Environment and the 64ca[e Holdei(co((ectively�Agreement'. .%„Ta*orelrnvaeAFvihntnFTMAennrr:nn�rnninnrn`v�iththatvrmeoftheAoreeme»4.71risCerti6[afekvclldla'iiheidenuSeddatesae7esstberei;non-6rnDGOn[ewith; GREENGUAR®-Gold Certification Criteria f®r Building Products and Interior Finishes Maximum Allowable i' Criteria CAS Number = Predicted,Concentration Units- ! NOCIAI ....:_._.w......,._.,.-......�..r.__.._._. .__......,.._�.__�...�_ - --- -Y- `� o:zz _ .._�.._..._m9 1 m3�___' Formaldehyde- 50-00-0 ? g(T-3 ppb) µ9/m3 -' 'Total Aldehydes(a) - 0.043 _Ppm �4-Phenjrlcyclohexene���.._.. ._.__--_-..........._.__ _Y.. 4994-16-5. a .._._ •-w 6..�4 ._ •_ � µ9/m3 _ .T _- _ a _ _ Particle Matter less than 10µm cq -� -l20 �vg/M3 M 1-Methyl-2-pyrrolidinonecml 812-50-4 160 _._ 11g1m3^ a/2CREL Individual VOCs(e - or - ! i%tooth TLV (A) Defined to be thetotal response of measured VOCs falling within the C6—Cis range,with responses calibrated to a toluehe surrogate. Maximum allowable predicted TVOC concentrations for,GREENGUARD Gold(0.22 mg/m3)fall in the range of 0:5 mg/m3.or less,as specified in CDPH Standard Method vl-1: (a) The sum of all measured normal aldehydes from formaidehyde'through nonanal,plus benzaldehyde,individually calibrated to a compound specific standard.-Heptanal through nonanal are measured via TD/GC/MS analysis'and the remaining aldehydes are measured using HPLC/UV analysis. (Q Particle emission requirement only applicable to HVAC Duct Producfs,with exposed surface area in air steams(a forced airtest with'specific test method)and for wood fnishing(sanding)systems. (D) Based on the CA Prop 65-M6ximum Allowable Dose Level for inhalation of 3,200 gg/day and an inhalation rate of 20 m3/day (E) Allowable levels for chemicals not listed are derived from the lower of 1/2 the California Office-of Environmental Health Hazard Assessment(OEHHA) Chronic Reference Exposure Level(CREL)as required per the CDPH/EHLB/Standard Method v1.1 and BIFMA•level credit7.6.2 and 1/100th of the Threshold Limit Value(TLV)industrial work place standard(Reference:American Conference of Government Industrial Hygienists,6500 Glenway, Building D-7,and Cincinnati,01-1•45211-4438). I I I Ovironment UL Environ'merrt invest"gated representative samplesoftheldentf+ed Product(si to the idermfied5tandard(s)arotherrequirements in accordance with the agreements and anyappb[bble programseML*ternKin place betWien UL Envimnmentand the Certificate Ho(der(co(lectively`AgrnemenYJ. �;_r+..,,.a 4h rfinP7'oR<H, *harmni—cenrhthe mnasoftheAoreemeitThisCertifcoteisvOdfortheidentifreddatesuri(esithereisnon-comaba=euith, 6a 5n 777707--T:s«.,. . Ion- TM "+h ",.�1,' } fa.1' .;4�.:•, ;" :,ti''"k';'aa Vis.'si> �.�q, ,( 6'{'. r i+, cSC1r 3. 'c,,, 4a fRA Ji "ICY3`%, 7 y(,{,;'';.� .% •'�'.+.j �' '3` `"'3'a .,a •Z�e,t u,� -9e r�;li:�':;v.i'•;::,60£('�dJt`*.xiT+- . Originally Issued: 1,2/14/2012 Revised: 04114/2017 Valid Through: 04/36/2018 EVALUATION SUBJECT: 4 inches(102 mm)and a nominal density of 2.0 pounds per, QUADFOAM®2.0 cubic foot(32.0 kghr0),has,a flame spread index of 25,or -less-and a smoke=developed index of 450 or less when tested REPORT BOLDER: 'in accordance with ASTM E84 and complies with IBC Accella Polyurethane Systems Sections 2603.3 and 2603.5.4, and IRC Section 8316.3 100 Enterprise Drive (2006 IRC Section 314.3), Cartersville,GA 30120 -3,2"2 Thicknesses are not limited£or ceiling cavities and (770)607-0755 wall cavities when covered by a prescriptive thermal barrier, (minimum `/a inch (12.7 mm) thick gypsum board). CSI Division: 07 00 00-THERMAL ANDThicknesses of up to 12.5 inches (318 mni)'for ceiling MOISTURE PROTECTION cavities and 8.5 inches (216 mm) for wall cavities are CSI Section: 07 2100-Tiiernifll Insulation recognized based on testing in,accordance with NFPA 286, when installed in accordance,with Section 4.3.2 of this 1.0 SCOPE Or,EVALUATION report: 1.1 Compliance to'the'following codes&,regulations: 3.3 TheriitaI Resistance 0 2015,2012,2009 and 2006 International Building Code®(IBC) QuadFoam® 2.0 insulation has thermal resistances, R- 2015, 2012, 2009 ,and 2006 Inteluational values,at a mean temperature of 75°F(24°C)as shown in Residential Code®(IRC) Table 1 of this report. ° 2015, 2012, 2009 and 2006'.Inteinational Energy Conservation Code® 3.4 Intumescent Coatings (IECC) 3,4.1 DC 315 intumescent coating is manufactured by 1.2 Evaluated In accordance with: International Fireproof Technology Inc., and is a water= o ICC-ES,AC377, Appkoved April 2016 based coating supplied iri S-gallon(19 ails and 55=gallon ;(208 L)drums.The coating material has,a maximum shelf 1.3 Properties assessed: life of 24 mouths'•when stored in factory-sealed-'containers o Surface-burring characteristics at teinperatures'between 50°F(10°C)and 90'F(32°C), ° Physical'properties ° Thermal resistance .3.4,2 Fireshell TB intumescent coating is manufactured by ° Use in attics and crawlspaces TPRZ Corp., and•-is a water-based coating supplied in 5- ° Air,permeability gallon(19 L)pails and 55-gal1on(208 I,)drums.The coating ° Exterior Walls,in Types I through IV Construction_ material has a maximum shelf life of 12 months when stored 2.0 PRODUCT USE stored- in factory-sealed containers at temperatures above 45°F (70C). QuuadFoarn&,2.0 is a closed-cell spray foam plastic used as a 3.4.3 Quadcoat TB intumescent coating is manufactured by nonstructural thermal insulating material in walls of Type I, TPRz Corp.,-and'is a water-based coating supplied in 5- II,III,TV and V construction under Section 2603 of the IBC, gallon(19 L)pails and 55-gallon(208 L)drums;The coating dwellings under the IRC Section 8316(2006 IRC Section material has a maximum shelf life'of 12 months when stored R314) and IECC Sections C303, C402, 8303 and R402 in factory-sealed containers at temperatures above 45°F (2009 IECC Section-303 and 402;2006 IECC Section 402). (7°C) 3.0 PRODUCT DESCRIPTION. 4.0 DESIGNAND INSTALLATION 3.1 QuadToanO 2.0 Insulation: QuadFoam®2,0 is a,two- 4,1 General: QuadFoam'2.0 spray-applied foam,plastic component, spray applied, closed cell polyurethane foam insulation shall be installed in accordance with the plastic insulation having a nominal density of2.0 pounds per manufacturer's published installation instructions and this cubic foot(32 kg/m3). Shelf life is six.montlis from date of report. A copy of these'instructions and this evaluation manufacture when stored in original unopened containers at report shall be available on the jobsite at all times,during 50°to,85°F(100 to 290C). installation; Where conflicts occur; the more restrictive 3.2 Surface Burning Characteristics governs. 3.2.1 QuadFoam®,2.0 insulation;at a maximum thickness of a)tw ;tr The product described In this Uniform Evaluation Service(UES)Report has been evaluated as an allernarWe material,design or method of construction in order to sallsfy and comply with �, the Intent of the provision of the code,as noted in this report;end for at least equivalence to that prescribed in the code in quality,stiength,elfeetiveness Pira resistance;durabtbty,and salety, as applioabfe;in accordance with IBC Section 104.11.This docuinant shall only be reproduced In its entirety. Copyright©2017 bylnfematlooalAssoctation ofPlumbing and Mechanical Ogicials.All rights reserved.Pdnted in the United States,Ph:1-877-0IESRPT-Fax:909.472.417 web:k-A w.uniform-es org"4755 East PhDadelphia Stroet,Ontaide,California 91761-2816—USA uanmlam„a F Page 1 of 5 r `''-.,';. ;�`r`..''w ",'iva',Yse,".`4r•�`""aa'..°,�'..:`s �ir#'°.,i3,a",-',".'y:�;,.#i o:r,:;-,i.Ra^*; ;.jse' `.A',yxt-�*.''".crr�...sa '. := iQvg .O 10- a,,a ,f_�J.s:'•'�:7 � x- T"'- Originally'Issued: 12/14/2012 Revised: 04/14/2017 Valid Through: 0413012018 4.23jesign: QuadFoam®2.0 shall be applied using spray report.Where conflicts occur the more'restrictive governs. equipment specified by-Accella Polyurethane Systems. Surfaces to be coated shall be.dry;clean, and free of,dirt, - ------ --- --- -- --- --- --- -- loose,debris.and.othdr.substa:ices.The_eoating is_appliedin 4.3 Thermal Barrier one-coat with low-pressure airless air equipment. 4.3.1 Application with a Prescriptive Thermal Barrier: 4.4 Attics and Crawl Spaces:When installing QuadFoam® (ivadFoam®2.0-spray.foam insulation at any thickness in 20 in attics and/or crawl spaces and a-thermal barrier,is ceiling.cavities andiir wall cavities shall'be separated from onutted in accordance with IBC Section 2603.4.1.6 or IRC the interior of the building bya thermal barrier`.The IBC and Sections R31'6.5.3 or 8316.5.4 '(1006 IRC Sections IRC specify an approved thermal barrier of minimum %Z- 8514.5.3 and 8314:5.4), installatiori shall comply with inch thick(12:7 irun)gypsum board wallboard or equivalent either Sections 4.4.1 or 4.4.2 of thus report. 15-minute thermal ,barrier complying with IBC Section 2603.4 or IRC Section 8316.4(2006 IRC Section 314.4);as QuadFoam°2.0 spray foam insulation qualifies as an air- applicable-and installed in accordance with the applicable impermeable insulation`and, when installed in accordance code, with Sections 4.4.1 or 4.4.2.1 of thisxeport,,may be used to insulate uriverite_d attics in accordance with IRC Section 4.3.2 Application without a 'Prescriptive Therinal R806A. ' Barrier 4.4.1 Application with a.Prescriptive Ignition Barrier: 4.3.2.1 DC 315:QuadFoam02.0 spray foam insulation may WhenaQuadFoain®'2.0 insula'tiori is installed,within attics be installed without a prescriptive -thermal barrier when and crawl spaces where entry is made only service of coated on all exposed surfaces with 18 nnils(0.45 inrn)wet utilities, an ignition barrier-sliall be installed in accordance film thickness and 12 mils`(0.30 mm)diy'film thickness of with]BC Section 2603.4.1.6 or`•IRC Sections.R31G 5.3 and DC 315 intumescent coating as describedin Section 3.4.1 of 8316.5.4 (2006 IRC-Section 8314.5.3 and 8314.5.4), as this report. The maximum thickness -of the spray foam applicable. insulation is'limited to 7.5 inches (190 mm) on vertical surfaces and 11.5inches (292 min) on overhead surfaces. Tho ignition barrier shall be consistent with the construction Coating shall be applied in accordance with International type ofthebuild ng. Fireproof Technology's installation instructions and this report. Where conflicts occur,the more restrictive governs. 4.4.2 Application without a, Prescriptive Ignition Surfaces to be'eoated shall be dry, clean, and free of dirt, Barrier: Where the spray-applied insulation is installed in loose debris and other substances.The coatingis'applied in accordance.with,Section4A.2.1 or 4`.4:2.2 of this report,the one-coat with low-pressure airless air equipment. following conditions apply: 4.3.2.2 Fireshell TB:QuadFoarn®2.0 spray foam insulation a) Entry to the attic or crawl space is only to service may be installed without aprescriptive thermal barrier when utilities,,and no storage is permitted, 'coated on all exposed,surfaces with 18-mils(0.45 mmn)wet, b) There are no interconnected ,attic or crawl space film thickness and 12anils(0.30 min)dry film thickness of areas.. Fireshell TB•intumescent coating'as described in Section c) Air'in'the attic or crawl,'space is not circulated'to 3.4.2 of this report.'The maxinmm thickness of the"spray other parts of the building. foam insulation is limited to 8.5'inches(216'nun)on vertical d) Attic ventilation is provided when required by IBC surfaces and 12:5 inches(318 mm)'on overhead surfaces. Section 1203.2 or IRC Section.R806, except when Coating shall be applied, in adedrdance with TPR2's an •air-impermeable insulation is permitted in installation instructions- and this report. Where conflicts unvented .attics ill accordance with IRC'Section ,occur, the more restrictive governs. Surfaces to be,coated R806.5 of IRC. Under-floor (crawl space) shall be dry,clean,and free of dirt,loose debris and other ventilation is, provided when `required by '113Csubstances. The coatha yrs applied'in one-coat with low- Section 1203.4( 2012,2009 and 2006 IBC'Section pressure airless air equipment. 1203.3)or.IRC Section R408.1,'as applicable. e) The foam, plastic insulation is limited to the 4.3.2.3- Quadcoat- TO: QuadFoarim' 2.0 spray foam, maximum thickness and density stated in this report. insulation.may be installed'without a prescriptive thermal f) Combustion air is provided in accordance ,with barrier when coated.on all exposed. surfaces with 18 mils Sections 701 of the International Mechanical Code°' (0.45 nun)wet'film thickness and 1'2 mils (0.30 mm) dry (IMC) (2006 IMC and Sections 701 and 703) , as film'thiclaress of Quadcoat TB 'intumescent coating as applicable: described in Section'3.4.3 of this report. The maximum g) The installed coverage rate or thickness of coatings, thickness of the spray foam insulation is limited to '8.5 if partof the insulation system,shall bd'.equal to,or inches(216 mm) on vertical surfaces and 12,5 inches(318 'greater than that stated in this report. rani) .on.overhead surfaces. Coating shall be applied in accordance-with TPR2's'installation instructions and this Page 2 of 5 11 ",�ri•'+.�y,,f�. 1� .ry:a ? e�e9`a-,.4''>A s`:�. '.t,f �`•,�fi_::?,ir.`(,f -- rz� 7h1 Originally Issued: 12/14/2012 Revised; 04/1412017 Valid Through: 04/30/2018 4.4.2,1 Attics and Crawl Spaces: QuadFoad&2.0 spray or fiberglass tape embedded in the first layer of compound foam insulation may'be spray=applied without an igtiition overbutt joints of the gypsum board. -- - -Barrier to-the-underside of-the roof-deck.to thicknesses not exceeding 11.5 inches(292 inm )and/of vert ical,surfaeds to 4.5.4 Exterior Wall Covering:Details of the exterior wall thicknesses not exceedingI7.5°niches(190 mm),as described, covering,is non-combustible and shall be provided to the in this section When QuadFoam® 2.0 is uistalled as code official by the report holder,designer or specifier,with 'described in-thus section,no-ignition barrier`or coating-are an engineering analysis demonstrating that-(1)the exterior required. wall covering is noncombustible and conforms,to ASTM E136 and (2) the addition of the wall covering to the As an 'alternative "QuadFoam® 2:0 insulation may be assembly described.iin thesection does oot'negatively affect installed"in accordance with Section 43,2;of this report, conformance of tlne assembly with the requirements of IBC Section 2603.5. 4.4.2,2.Use on 'Attic Floors:-QuadFoam' 2.0 insulation may be installed exposed(no coating),without,an,ignition 4.5.5 ' Fire, Resistance: Fire resistance of building barrierup to a.maximuni.thickness of 11%i inches(292 mm) assemblies'insulated with Quaffoam°2.0 insulation is not between and over the joist in attic floors.The insulation shall recognized under"this report. 'be separated from therriterior of the building by an approved thernial barrier.The ignition barrier required by IBC Section 5.0 LIMITATIONS 2603.4 and IRC Section 8316,5.3 (2006 IRC Sections 314.5:3)maybe oriutted in this case: -The QuadFoamP 2.0 splay foam insulation descrrbe,'d in this' report complies with,,br is a suitable alternative to what:is 4,51xterior Walls of Types 1t,II,III and IV Construction specified in those"codes listed in Section 1.0 of this report, (IBC) _ subject to the followWg conditions: 4.5.1 General:When`used on ekterior walls•of Types I,II, 5,1 The product shall be installed in accordance-with the Ill or V-construction,the assembly shall comply with IBC .manufacturer's published installation .instructions, this Section 2603.5 and this,section,acid the'QupI oani® 2.0 evaluation report and the applicable code. The more- insulation shall be installed at a maximum thickness of 3' reshtiotive shall govern if there'are any conflicts between the inches (76 mm). The potential,heat of QuadFoan& 2:0 manufacturer's published,installation instructions and this insulation,is 1857'Btu/ft (21.1 MJ/m?)per inch of thickness, report. when tosting is in accordance with NFPA 259: 5.2 QuadFoan&2.'0 insulation shall be,protected by a 15- 4.5.2,'Exterior,Face:Nominally 3-5/8inclideep (92 mm), minute thermal'bardei in accordance with Seetion 4.3.1 of ,No.2'0gage(33-mils thick)galvanized steel studs'spaced,24 this report except when installation;complies with Sections inches(610 rim),on center,are secured with 98'x%x inch(13 4-.3.2(Application without a Prescriptive Thermal Barrier) mrn) long lath screws-to No.20 gage(33 mils thick) steel and/or 4.4(Attic:s,aud Crawl Spaces)of this report floor and,ceiling track. Georgia Pacific.DensGl'ass® Gold Sheathing, 5/8 inch, (16 nun) thick shall, comply with 5.3 The A and B components of the insulation ate produced ASTMC1177 and shall be installed over the exterior,side of under a quality control pfogradi with inspections,by IAPMO the steel studs with the long dimension perpendicular to the Uniform-ES. studs using 96 x 1-1/4'incln(32 mm)self:drill,zinc plated Bugle head screws spaced 8 inches,(203 mm) on center §.4 QuadFoa0l '2.0 insulation shall be 'installed by around the-perimeter and 12 inches{305 mm)on center in contractors certified by Accella Polyurethane Systems, the'field.'Nominal 4pcf(64 kg/m') Thermafiber Safing insulation shall comply with ASTM C665 Type I and shall 5.5 When QuadFoanO 2.0 insulation is used in areas be placed at floor Imes„filling the cavities°the full floor wherein thelikelihood of termite infestation is "very depth. The 'stud cavity is. filled with QuadFoan& 2.0 heavy,'it shall be installed'in accordance with IBC Section insulation to a nominal thickness of 3 inches(76 min). 2603.8(2012,IBC Section 2603.9)or IRC Scction•R318.4 (2006 IRC Section R320.5),as applicable. 4.5.3 Interior Face:Type X gypsum board,5/8 inches(16 mm) thicic,and complying with•ASTM C1396 is installed 5.6 Jobsite labeling and certification of the insulation shall with,\the,long,dimension perpendicular to the shads,fastened comply with 2015 IRC Sections N1101.10 and to the framing'with#6 x I-1/4 inch'(32 tmn)self-drilling, N1101.10.1,1, 201'2 IRC Sections 'N1101.12 and zinc-plated Bugle head screws spaced$,inches(203 imri)on N1101,12.1 2009 and 2006 1110- Sections,N1101.4 and center around the perimeter and 12 inches(305-mm)in the N1101.4.II and IECC'Sections•C303.1.1 and,0-303:1:2 field.The gypsum board joints shall•be treated with vinyl or 2009 IECC Section"303.1.1.1;2006 IECC sections 102.L1 casein,dry or premixed joint compound applied in-two coats and 102.1.1.1),as applicable. to cover hal exposed screw Beads and gypsumboard butt joints,and a minimum 2-inch-wide•(51 mm)paper,plastic, Page 3 of 5 , "e#:r r'iY_'^'y "X.,'+ h6 �__3u� err .'.+Ss .Yr i$ q:''2Y' R'=.'' °'t.-�a �•�.:k - U , -651-BPxr„'''az ;� © #'a° TM Originally Issued: '1211412012 Revised: 04/14/2017 'Valid Through: 04/30%Z018 5,7 Where applicable, QuadFoaie 2.6 shall be installed with a vapor retarde'rin accordance with the applicable code. -- -- -- --- ----- - -- 5.8 When use is on'buildings, of Type.I, II, III or IV, construction°shall be as'described in Section 4.5. 6.0-SUBSTANTIATING DATA 6:1 Data and fest reports submitted are from laboratories in compliance witli ISOAI C 17025-and in accordance with'the' ICC-ES Acceptance Criteria for Spray-applied Foani Plastic, Insulation, (AC377), Approved April 2016, including 'reports of tests,in-accordance with Appendix X of AC 377. 0.21 Reports on,room comer fire tests in accordance with NrPA286. 6.3-Report's on potential1hpat in accordance with N#PA 259. 6.4 Reports on fire propagation characteristics tests in accordance with NEPA 285; 7.0 IDENTIFICATION Containers of'QuadFoaie 2.0,components'are identified with 'a label bearing the Accella Polyurethane Systems. naine address; the product-trade name'(QuadFoam® 2.0, Grade S,W,AS or A1V);the lot number; the flame spread and smoke developed indices;mixing instructions;density; the-shelf life;the expiration date;and th6'IAPM6Uniform ES Evaluation Report'nnmber(ER=272). �.Ap:M UES 0 ES- or TM IAPMO ER#272 Brian Gerber,PI.,S.E. Vice President,Technical Operations' Uniform Evaluation Service Richard Becl i PE,CBOjMCP Vice Preside<nt;�Uniform Evaluation Service GP RussChane CEO,;The IAPMO Group For-additional information about this evaluation report please visit �nvw.uniform-es.or¢or.on�siil at tnfornmifarm-es.ere_ ' Page 4 of 5 Gat! Sa - „. • :.. .:7^^3`i+.9&.';t.,h :S"«,. - ,fir. _.�.�:,,., •'w�`:` ^ It�s. '€�' ��m,�<�,.ac.���'4-..'-.i"1==�,,y¢;<'::i � � � `qtr t, 'G�- ✓¢ 'Q .0 •t }fie p •;a :Y -.:`'- .. ._ � � � 'TM Originally Issued: 12/14/2012 Revised: 04/141201,7 Valid Through: 04/30/2018 ..Table 1_—Thermal_Resistance_(R-Values)'-________ __ ___ _ _ ___ _._ Thickness'inch R-Value °F•ft2%hr/Bt6 1.Q 6:5 '2.0 '13 3.0 19 4.0 25 7.5 47 11.5, 71 ,SI: 1, inch=25:4,mm; 1 °1741:2-hr/Btu=,0;176°K-0.411 M1 'R-values are caiculatdd based on tested k;factors-at 1-and 3.5-inch thicknesses. Page 5 of 5 Acefla Pd yur ethahe Sy9tem9 Safety ,Data Sheet E. Identification of Substance: Product-Name:RetroSeal 2.0 Isocyanate Supplier,identificatloii: Telephone: Accelia Polyurethane Systems 770-60770755 Address: 24-Hr.Emergency Phone Number: 1'00 Enterprise Drive CHEMTREC(800)424-9300 Cartersville, GA30120 Product Use:Polyurethane isocyanate component 2. Hazards-Identification: GHS Ratincis: Inhalation Toxicity Acute Tox.4 Gases>2500+<=5000ppm,Vapors>10+<=20mg/I, Dusts&mists?1+<=5mgA Skin corrosive 2 Reversible adverse effecis in derinal'tissue,Draize score:>_ 2.3<4.0 or persistent Inflammation Eye'corrosive 2A Eye irritant:;Subcategory 2A,Reversible in 21 days Resp_iratory'sensitizer 1 Respiratory sensitizer Skin sensitizer 1 Skin sensitizer Carcinogen 2 Limited'evidence of human or animal carcinogenicity GHS Hazards H315 Causes skin`irritation H317 May cause an allergic skin reaction H318 Causes serious eye irritation H33`2 Harmful if Inhaled H934 May cause allergy or asthma symptoms or breathing difficulties if inhaled H351 Suspected of causing cancer GHS Precautions P201 Obtain special instructions before use P202 Do not handle until all safety precautions have-been read and understood P261 Avoid breathing dust/fumolgas/mist/vapours/spray P264 Wash hands thoroughly after handling P271 Use only outdoors or in a well=Ventilated area P272 Contaminated work clothing should not be allowed out of the-workplace P280 Wear protective gloves/protective clothing/eye protection/face protection P281 Use'personal.protective equipment as required P285 In case of inadequate ventilation wear respiratory protection 1[3312 Calla POISON CENTER or doctor/physician.if you•feel unwell P321 Specific treatment Is urgent(see Section 4 First Aid measures) P362 Take off contaminated clothing and wash before reuse P363 Wash contaminated clothing before.reuse P302+P352 IF ON SKIN:Wash with soap and water SDS for: RefroSeat 2.0lsocyanate Pagel of 6 , Printed. 11612017 at_1:30:55PM P304+P340 'IF INHALED:Remove,victim to fresh airand keep at;rest in a position comfortable for breathing,. P304+P341 IF INHALED:If breathing is difficult,remove_victim to fresh air and keep at rest in a position'comfortable for breathing P305+P351+P338 IF IN EYES:Rinse continuously with water for several minutes.Remove contact lenses if present and easy to do-continue rinsing P308+P313 IF exposed or concerned:Get medical advice/attention P332+P313 _- If skin Irritation-occurs:Get medical'advicelaftention- - - -- P333+P313 If'skin Irritation or a rash occurs:Get medical advice/attention 'P337+P313 Get medical advice/attention P342+P311 Calla POISON CENTER or doctor/physician P,405 Store•locked up P501 Dispose of contents/container in accordance with Section 13 Signal Word:Danger 3. Cbmposition/Data-on'Components: Chemical Name CAS number Weight Concentration% 4,4'-Methylenediplienyl diisocyanate 101-68-8 40.60%".50.00% I'socyanic acid,poiymethylenepolyphenylene ester 9016-87-9 40.00%-50.00% Benzene,1-isocyanato-2-((4-Isocyanatophenyi)niethyl]- 5873-54-1 5.00%-'i b.6o% 4. First Aid Measures: After Inhalation':May cause severe_irritation to upper respiratory tract and lungs,respiratory sensitization, decreased lung capacity. Remove from exposure area to fresh air.Administer oxygen or artificial respiratiorf as needed'. Obtain medical .attention. After Eye Contact:Rinse opened eye for at least 15 minutes under running water. Remov&oontact'Ienses if present and easy to do so,and`continue rinsing. After Skin Contact:Remove contaminated clothing.Clean affected area with soap and plenty of water:Call a physician'if irritation or rash develops. After 5walloWing:Do not induce,vomiting.,If conscious,give 1 to 2 cups of milk or water to drink.'Consult a physician at once. Notes to Physician:Treat symptomatically.Following'severe exposure the patient should be kept under medical .observation for a least 48 hours. 5. Fire FkAting Measures: Flash Point: 230 6'(446 F) SDS for: RetroSea12.01socyanate Page 2 of 6 Printed: 9/6/2097 at 1:30:55PM LEL: UEL: Suitable Extinguishing Agents:Water spray;CO2,Foam;Dry chemical Information about'Protection against Explosions and,Fires:Closed containers may rupture when,exposed to extreme heat: `- Dangerous Products of Decomposition:Oxides-of_carbon;oxides-of nitrogen,-and traces-of HCN.---- Protective.Equipmeni:Full emergency equipment with self contained breathing apparatus and full'protective clothing'should be worn'by firefighters. 6.Accidental Release Measures:' Person-Related Safety,P,recautions:Evacuate all non-essential personnel.Avoid contact with skin.Do not breathe aerosols or vapors. 'Measures,for Envirorunental,Protectlon:Cover and'contain spill with absorbent material:Place,waste in open container.Remove to'well ventilated area and dilute with ammonia solution_(water 90%,concentrated ammonia 8%, detergent 2%).Collect for proper.disposal according toJocal,state,and federal regulations. 7: Handlirig and Storage: Information for Safe Handling:Do not breathe fumes,vapors or mists.Use only with adequate,ventilation.Avoid contact with skin or•eyes.Immediately report spills or leaks. Storage Requirements:Store in dry,well ventilated area..Keep containers tightly closed.Store between 60°F-1000F. 8.Exnosure'Controls and Personal Protection: Chemical Name]CAS No. OSHA Ek`osure-Limits ACGIH Exposure Litnits Other Exposure Limits 4,4'-Methylenediphenyl 0.005 ppm TWA. 0.005 ppm TWA(listed NIOSH:0:005 ppm TWA diisocyanate 0.62 ppm STEL under Methylene bisphenyl (fisted underMethylene 101,68-& isocyanate(MDI)) bisphenyl isocyanate); 0.05-nib/m3 TWA 0.020 ppm Ceiling(10 min);0.2 mg/m3 Ceiling (10 min) Isocyanic acid, Not Established Not'Established Not Established polymethylene polyphenylene ester 9016-87-9 Benzene,1-isocyanate-2-[(4- Not Established Not Established Not.Establlshed isocyanat6phenyi)methyl]- 5873-54-1 Engineering Control's:Use'local exhaust ventilation to maintain airborne concentrations below the TLV,-especially if heating or spraying.Use'.only In a well ventilated area to keep vapors below exposure limits.Use local exhaust ventilation if'necessary. SDS for: RefroSeal2:0/sodyanate Page 3 of 6 Printed: 1/8QWat 1.30:55PM General Protective and Hygienic'Measures:,Usual precautionary measures should be adhered to when'handling chemicals. 'Personald0rotective Equipment: Respiratory Protection:Do not inhale vapors.Use'NiOSH approved,respiratory protection If TLV/PEL is exceeded. Do not enter storage area unless adequately ventilated. Hand Protection:Protective butyl rubber-or nitrile rubber gloves: - Eye Protection:Chemical safety goggles. Body Protection-:Protective work clothing.Laurider'sepaiately. 9. Phvsical and Chemical Properties: Appearance:Amber liquid Odor:Musty Vapor,Pressu'' NIA Odor threshold:N/A Vapor.Density:NIA .pH:N/A Specific Gravity 0.00 -Melting point:N/A Freezing point:NIA Solubility:N/A ,Boiling range:NIA Flash point:446°F,230°C Evaporation rate:NiA Flammability:N/A Explosive-Limits:N/A Partition coefficient(n=N/A octanol/water): Autoignition'temperature:240°C' Decomposition temperature:N/A 10.Stability-and Reactivity:` Incompatible Materials:Avoid contact with water,amines,-strong'bases,and alcohols. Hazard'ous'Polymerizatiorr:Not expected to occur. Dangerous Products-of Decomposition:Oxides of carbon,oxides of nitrogen,hydrocarbons,Isocyanates, and traces of HCN. 11:Toxicological i_nformation:' Mixture Toxicity Inhalation Toxicity LC50:2'mg/L Component Toxicity 101-68-8 4;4Wethylenediphenyl diisocyanate Dermal LD50:1 mg/L(Rai) Inhalation LC50:369 mglm3(Rat) 9016-87-9 isocyanic acid,polymethyienepolyphenylene ester De"rmal LD50:490 mg/L(Rat) Inhalation L050:490 mg/m3,(Rat) Toxicity Values Listed if Known Acute Health Effects: Eyes: Severe irritation,tearing,swelling,and possible damage to cornea. Skin: Irritation,redness,swelling,skin sensitization,rash,scaling,and blistering: inhalation: Mucous membrane and-respiratory tract irritation,tightness of chest,isocyanate sensitization. Ingestion: Irritating-and corrosive to mouth;stomach,,and digestive tract. SDS fo_i; RelioSeal 2.0 isocyanate Page 4 of 6 Printed; 11612097 at 1:30:35PM, Chronic Health Effects:I`socyanates°may oauseskin and respiratory'sensitivity in some individuals.Sensitized individuals may react to very low'levels diisocyanates below the PEL.Sensitized people who continue to work with diisocyanates,may develop symptoms sooner after each exposure. Limited evidence of possible carcinogenic effects. Conditions Aggravated by Exposure:-Asthma,respiratory disorders,skin allergies,'eczema Routes of Entry-Inhalation,ingestion,skin contact,eye contact - Cifemicals`with Known of Possible Carcinogenic Effects: CAS Number Description %Weight Carciriogen Ratina 101-68-8 4,4'-Methylenedipheriyl 40 to 50% 4,4'-Methylenediphenyl diisocyanate, diisocyanate: 5873-54-1 Benzene,1-isocyanato-2-[(4 5 to 10% Benzene, 14socyanat6-2-[(4- isocyanatophenyl)methyl]- isocyanatophenyl)methyl]-: 12:Ecological Information: ,General Information:Based on experlence,no adverse effects'are to be'expected if correct dlsposal procedures have been followed as indicated,in section'13.Individual component ecotoxicity'IWed if known. Component Ecotoxicity 4,4'-Methylenedipheriyl 24 Hr LC50 Brachydanio redo:>500 mg/L diisocyanate 24 Hr EC50 Daphnia magna:>500 mg/L 13. Disposal Considerations: Recommendation:,Oliserve local requirements.Dispose,of in,accordance with all applicable local/state/federal regulations, 14.Transport Information: DOT Regulated Components: 4,4'Methylene,Diphenyl D'llsocyanate Reportable Quantity:5600.Ibs When'In individual containers of less than the substance RQ,this material ships'as non-regulated.Containers above RQ ship as: Agency Proper"Shipping Name UN Number Packing Group Hazard Clas's DOT Environmentally Hazardous Substance,N.O.S. 3082 111 .9 (Contains Diphenylmethane Diisocyanate) Regulatory Information: OSHA HAZARD COMMUNICATION STANDARD:-This material Is•classified as hazardous in accordance with OSHA 29&k 1910.1200. SARA 3111312 Hazard Categories:Acute-health hazard,chronic health,hazard. California Proposition 65 (Safe Drinking Water and Toxic Enforcement Act of 1986) This product containsano substances known to the State of California to cause cancer;birth defects or other reproductive harm,at levels which would require a warning under the statute unless otherwise listed: Massachusetts Right To Know List: SDS for.• RefroSeal 2.0 6cyanaia Page 5 of 6 Printed: 116/2017 at 1,30:55PM 4,4'-M6thylenediphehyl dilsodyahate, 101-6878 40 to 50% New Jdisey Right To-Kh6w List: lsocyaplc acid,polymethylenepolyphenylene-ester 9016-87-9 40 to 60% Pennsyjvania 'Right To,Know List: AA Methylehediphenyl-dilsocyanatEi,101-68-8 40'to 50% Chemicals subject to SARA 313 Reporting: 4,4'-Methylenedlphenyi diisocyanate 101-68-8 40 to 60 Emissions lsocyanic acid,polymethy'lenepolyphenylene ester;9016-87-9 40 to 5OA/q Enjipsl6ps All substances Listed on TSCA Inventory Unless Note-d: None 16. Other Information: Safety Data Sheeussued,by Product Safety Department This information is furnished without warranty,expressed or Implied,except that it is accurate-to the best knowledge of Acceild"Polyurethane Systems.The he data on these sheet I s relates only to the specific material debignated'hereln.Adcella Polyurethane systems assumes no legal responsibility for use or reliance upon this data. It is the user's responsibility to ensure-that their activities comply with federal ,State,or local laws. Date revised:2016=0I-M keviewer Revision 0 Date Prepared:- 1%6/2017 SDS for.• RefroSeaI2.0Isocyanate Page 6 of 6 Printed:-IA12017,at 1:10.--55PM FOUNDATION ------------------------------------- FOUNDATION 1 ROUGH FRAMING& I MR-3-YAM _n PLUMBING 4 I STATE ENERGY CODE A TRA 2 V.'_�11 9Wf'M M WAd I 1 . ADDITIONAL . .. • l 1 rh ► ' 1. rt J �_r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Examined l![ ,20 Flood Permit Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: p Q Approved ,20n Mail to: &A.A e 4 Disapproved a/c ��� }�Atv, 5L �reenpyri 4 Phone: �'!j(— �f5'd25 1 Expiration ,20 D [EcVVIE I R B ' ing Inspepfbr OCT 2 4 2017 APPLICATION FOR BUILDING PERMIT BUMD G DEPT. INSTRUCTIONS Date m L2+ , 20 17 TOWN OFSOUT]'OLO 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 permit for an 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 code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises M-,%41vie &At �e �u►�vi (As on the tax'roll or latest deed) If appl*can s a cor rat* nZ,signature of duly authorized officer gs a (Name an&title'of°corporate officer) •r�'1a'i•r ..to,:;?•f• 7 �� Builders LicenseNo. . 1 orb Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which propoed work will be done: 335_ SV .►;+" ) - ' ecar„,1P .1 � kgs8 RCCMI L House Number Street �t Hamlet County Tax Map No. 1000 Section Block q Lot Subdivision (YIjkLAVI p`►e-c'L Rck Filed Map No. STI Lot 2. State existing use and occupancy of premises and intended use an=1k.,pancy of proposed construction: a. Existing use and occupancy c( ,,}� ►K l ' b. Intended use and occupancy LeStcfe_h�66l S)mh c �^��� Ramat: 3. Nature of work(check which applicable):New Building Addition Alteration—X Repair Removal Demolition Other Work (Description) 4. Estimated Cost 4>/ Doo OOFee d S23,02- (To 23°02- (To be paid on filing this application) 5. If dwelling, number of dwelling units 17 Number of dwelling units on each floor A/I A If garage, number of cars Aj A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N ( A 7. Dimensions of existing structures, if any: Front LI-4.r; Rear il-4. Depth Height Number 1 . O Number of Stories i Dimensions of same structure with alterations or additions: Front , Rear `A�'=�-, Y S Depth 2Sv 2 Height Number of Stories'- 2' + 8. Dimensions of entire new construction: Front 4 4. 1JRear -� Depth `� -2" Height rya 0 Number of Stories 2— 9. Size of lot: Front f(mo,oo Rear 100. f i / Depth 1 4— moi'j•( ^ ":'•Yy •• l aX4F �-.i iY aF,. 10. Date of Purchase ONO- Name of Former Owner 961:,,,+ �a��-� '►Lo ��c S 11. Zone or use district in which premises are situated _0%s 4v. e 4, 04� 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO-)4- 13. O C,13. Will lot be re-graded? YES NO )( Will excess fill be removed from premises? YES NO X 9w0%-'1YV1 10S16 14. Names of Owner oLaremises&-shne �I tt 'trnAddress ��ni 4t 1�c Phone No. &46 1:9 ZO Name of Architect Aein.�►�s� Address c�M`o%*' `cfi Phone No 6h 91 - 44S Name of Contractor We r RX,,gJ Cenwa,�6.9 imAddress%`s `" ,c gL hone No. &V- 9,R S---02-8-9 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 X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 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_\4 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY O >1 ®IIZ �vS�c+ ►1 "31 �zvv-,ovkc , L1-c- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH n Notani Public-,State of New York (S)He is the 6r_Vke=sr.-i 0^ C, c%v^C' INo.01BU6186050 (Contractor, Agent, Corporate Officer, etc.) QuaIMi9d Commission Expires,4Pril 14,2Q�U 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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of SerAew. 20 Notary Public Sig ature of Applicant n L Scott A. Russell ��°sink STO]KAW WAXIER SUPERVISORI�V1[A\ISA\�G�]E1\M[]E_r]F SOUTHOLD TOWN HALL-P.O.Box 1179 a 53095 Main Road-SOUTHOLD,NEW YORK 11971Town of So u th o l d 0 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY OF THE ]FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ffA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[]"B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑CTC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. 130/D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[3'*"'E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑[3,f. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below.with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date• District q 7 A. y NAME C I..G ® 4 �� Section 41ok Lo FOR BUILDING DEP.IRTMENT USE c)N1.Y Contact Infoimahon. n /' Reviewed By: PVA — — — — — — — — — — — — — — — — — — Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — � Approved for processing Building Permit. Stormwater Management Control Plan Not Required. L% ���1 ��[° f �� ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review) FORM SMCP-TOS MAY 2014 . - 1 rAf S �o o C CSL DdC ED Town Hall Annex Telepho ( 1}7 2 2 2� 54375 Main Road ,,aaaxch P.O.Box 1179 N ` O ra er richert IOW(1�SO a n .us Southold,NY 11971-0959 �Y�4UNty BU LDII+tG DEPT. ' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Us � C Date: _201 Company Name: Name: p S License No.: pjqo Mij Address: e Qty �Do �. *�� Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: tA SSC 4A d Rgf,-hej 0 fa b, -A7.IM10 *Address: iU1 I Ch ' e ( I j *Cross Street: *Phone No._ _ (p 3 l - ��F Q 24 1 _ Permit No.: !? I R Tax-Map District: 1000 Section: q Q' . _ Block: 14 Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) I/ pVab n Ua (Please Circle All That Apply) *!s job ready for inspection: YESNO Rough In Final *Do-you need a Temp Certificate: YES NO Temp Infonnation(if needed) *Service Size: Phase 3Ph 100 450 200 300 350400 Other 6ejwServJjce Re-connect ndergraund Number of Meters Change of Seryice Overhead Additional Information: ' PAYMENT DUE WITH APPLICATION 824Request for Inspection Form v` ', O�OSUFFa(,�`pG Town Hall Annex �� y� Telephone(631)765-1802 54375 Main Road Z=) Fax(631) 765-9502 P. O. Box 1179 C/7 --Z= Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Px::> w Owner: c� Location,of Property: �� '5H \-` p Please.take notice that the{check applicable lime): New commercial=or,residentiatstructure `-: `Addition to exitgng commercialw residential structoW , ,✓ 3Reh4bilitatiodt'6.dn existing c0imrtiercial or resident alrstructure to be constiuct6i*i`o'r performed•at the subject-property reference„above will-utilize (check applicab`l'e'flue): Truss-type'construction (TT) Pre-engin66-ebd--wood construction (PW) _. `•�/ Timber constrtidiioil`QTc y. in the following location(s) (check applicable.line):t” - Floor framing, including girders and beams (F) Roof framing (R) O' Floor and roof framing (FR) Signature: Name (person miffing this form): Capacity (check applicable line): Owner -61010, Owner representative TrussReg15-docx Effective 1/1/2015 �1�'t�t��.ar%L•"G1,riv' rr*3:•.t, -T�i•t iti. `" ;` ,.^.'�,. r 3�- .•✓'y;- .+•w, .fit)..a: r ��y7rr a r .�•. r�•a-�,QJ�as,Yiye..r :':,��i'•' ."ri.rli�,!e,+j/�`TYr• •Y�t^f,t.'h.�.. • i ���'il)•♦V .Is � ..w '✓s4:tiiS)'J'jt �'NI.K'ya�Jyti, .,'ia'-;Lrc.�.y. rtv+f��y�•y�✓j��l, .xsj�•4r.ti✓� �.{YT y<)'wT - i1Xa�1�'.. l�a+,�`,yg iZ;ter k:•,,,�.J,.:f S.� �t��i:T. ;Y� t .Z �. .ry;,VZ�•r:.:.r .H• C•:.t✓:•, - Jar�.�jf'•�. if�a'��•:J� ti�+.1•^q•�. r r:'J.�.f F`_`•r'.••'+r:.!(��� f'i ���l�'!. �i+n?•��'•� i2 i��'.r`iti r•:�w'1tis� ,� ..i. ,a.-. . ;;Y- ..i:::C Via: t:,•.. :�,'•�;'ti',•.�:. iti_ ♦ ...^ti...{t .i�ti. ^.Z.s t.G:1t t - J.r •�Y' • ir' Ir Nov 11,2017 Ms. Amanda Nunemaker Southold Building Dept 54375 Main Road D V (� Southold,N.Y. 11971 L5 V l.`� DD NOV ® 2 2017 Re: Building Permit Revisions 335 Smith Road BUILDING DEPT. Peconic,NY 11958 TOWN OF SOUTHOLD Rev.per Bldg Dept Request 11.01.17 By: Fedex overnight Dear Amanda: Enclosed please find(5) copies each of 335 Smith Road drawings: • SP-01 Site Plan c&Location Plan..storage shed deleted • A.01 Cellar c&First Floor Plan...entry porch dimension revised to 5'-0"x 6'-0" Please confirm receipt-thank you. Bes , • 9JJo achinist Jo enclosures Jo T. Machinist A.I.A. C: 917 763 7200 P: 212 355 7171 jomachinistarch itect_r-- S.C.T.M. NO. DISTRICT: 1000 SECTION: 98 BLOCK: 4 LOT(S):4 INDIAN NECK ROAD DRAINAGE CALCULATIONS: 2ND FLR ADDITION W/COVERED PORCH: 817 S.F. 817 x 0.166=135.62 < 136cf REQUIRED (1) 8'DIA x 4' DEEP DRYWELL=169cf PROVIDED I � rn of rn N DWELLINGS LOT 6 W/PUBLIC WATER 150' N 81026'30" E 110.75' I 3.0'W i MON. 1.4'N x x 4' WIR FENCE 0.4'N PIPE jEL 21.5 EL 22.1 i CL 20.1 1.O'E EXISTING ASPHALT DRIVEWAY Cn OAK PROPOSED UNDER DRY PROPOSED EL 22.1 26.3' e EL 22.0 ROUND UTILITIES( WELL 2ND FLR :9.2 :: 15.1' i-•► P PROPOSED\•_ DECK :' w� COVERED PORCH t ; oWw voCHIMNE �rt LOT CL _ O W IW cc/nj Q C] 00 �L.23.� C)"N z o j ry EXISTING PROPOSED WATER LINE _ _ 19.0'. U L.._.._.._._.._. :._.._.._.._.._ WELD;' 3 m ^ .rte P({i $F� TO BE AB4NDONEDO w t55 L+�� rLn WOOD DECK 0 m p\ i CL 22.0 OAK TO BE ITION ;•. uj'DWELLING;••. ., BILCO w Z DEMOLISHED \ Q o j �: #335 :. ' .::.•.. Z g ►n 36.6 N .. FFL 25.6 : '•;•'.: ¢ Fy rte+ OAK COVERED ::'. ':::.. ..: .....•.....•• . G p w �y PORCH ,•'. OUTD00 z z 4.6 x5.7 : ''::::: .. :SHOWER g Lu ¢ 2 Z ... ,••.., o IUZI 41.0 EL 24.0 '•o o :. EL 23.9 W 4 x-...:• o a di U- C) LP 8'MIN S.T. �� o Cp J `° o IN 0 \ 0 . O EL 23.6cA N n O EXP C° ST RA WOOD DECK p �' jCL 23.7 8.3 .3' EL. 23.7 10EL 24.0 I PIPE S 81-26'309) ' STOCKADE 115.38' PIPE EXISTING TO BE ABANDONIEDRAND LOT 10 BACK FILLED WITH CLEA DWELLINGS I COARSE SAND. W/PUBLIC WATER PROPOSED 150' ELEV. 23.6 DR BROWN 4 BEDROOM OL ANDY LOAM 0.6 SEPTIC SYSTEM 1,000 GAL S.T. p' (1) 8'DIA02'DEEP L.P. SM SILTY SAND 1.8' BROWN SP MEDIUM TYPICAL CLEAN OUT TO COARSE SLATE OR STOPPER END SAND SUITABLE COVER STST PLUG 14.6' 30' ELBOW 60' WYE NO WATER FLOW- 17' REVISED 09-27-17 SEPT. 6, 2017 REVISED 09-13-17 K. WOYCHUK LS THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 11,309.31 SQ.FT. or 0.26 ACRES ELEVATION DATUM: NAVDB8 UNAUTHORIZED AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 77-IE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777ZI770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT IN7ENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL S77RUC7URES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 71ME OF SURVEY SURVEY OF: LOT 8 CERTIFIED TO: CHRISTINE BLACKBURN; MAP OF: INDIAN NECK PARK FILED: MAY 27, 1913 No.551 SITUATED AT: PECONIC TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 FILE # 17-132 SCALE: 1 "=20' DATE: SEPT. 6, 2017 PHONE (831)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 98 BLOCK: 4 LOT(S):4 INDIAN NECK ROAD DRAINAGE CALCULATIONS: 2ND FLR ADDITION WICOVERED PORCH: 817 S.F. b 817 x 0.166=135.62 < 136cf REQUIRED yrb.rY�L6�L :�V1 (1) 8'DIA x 4' DEEP DRYWELL=169cf PROVIDED of CN DWELLINGS LOT 6 W/PUBLIC WATER 150' N 81026 30 E 110.75' 3.0'W MON. 1.4'N X-X-X 4' _EIR�,FENCE Y-V0.4 N PIPE EL 21.5 EL 22.1 CL 20.1 I.O'E EXISTING ASPHALT DRIVEWAY C, zi OAK r.-'�PROPOSED UNDER,,IRI PROPOSED EL 22.1 26.3' R i EL 22.0 ROUND UTILITIES( �2ND FLR .9.2':* WI PROPOSED\ LL DECK COVERED PORCH cr 9i (0 Q 'Q CHIMNEY ZX LU C)o' 0 Uj LOT W a:"C-4 V) O Ct0",C,4 0 EL 2 p a. -- .3.0 EXISTING PROPOSED to W-M- WATER LINE 0 :3 - ...... WtLL -j Pap Etl TO BE AWON E L�Qp Uj CL 22.0 ................ ...... WOOD DECK U-M CL ........ 0 Uj .*.'I ST OAK O ADDITION • % FRM.: To BE r<:3 6.0' U- 'DWELLING- Z. DEMOLISHED `t BILCO 0 -Zo/l ,*-#335' z LO 36.6' 04, , 6 COVERED - --FFL 25. CA . ''* ­*"'** ...,' ' 0 Ld . .. ....... ZZ R, C ... ... nz < W z: 13E 41.0' EL 24.0 C.0 DEMO ISHED EL 23.9 a x......0 C<L M 9-'00.. %..1. V) co 8'MIN 0 S.T. LP Lu PROPOSED .... .... .... C1 ........ . OUTDOOR 8,M /EL N 24*0 CK _6AY Lu SHOWER EL 23.6 o (A (b 0 EXP (0 STORAG& WOOD DECK _ 4 ACL 23.7 S'xA] I --EL_23.7 Lo Lo EL 24.0 PIPE S 81026'30" W STOCKADE 115.38" PIPE EXISTING TO BE ABANDONED YED AND DWELLINGS LOT 10 BACK FILLED WITH CLEAN COARSE SAND. PUBLIC WATER ELEV. 23.6 PROPOSED 150' 4 BEDROOM N i OL DR BROWN 0.6p SEPTIC SYSTEM SANDY LOAM 1,000 GAL S.T. qp (1) 8'D1Ax12'DEEP L.P. SILTY Sm SAND 1.8, BROWN SUS FOLK COUNTY DEPARTMENT OF' HEALTH SERVICES MEDIUM TYPICAL CLEAN OUT 0 SID TO OF CONSTRUCTiONI FOP,A COARSE SLATE OR SAND STOPPER END S G L,rFA hi i uf Rs sib D rii C E 0 N LY SUITABLE COVER OR�PLUG 14.6' d" 30' ELBOW AIo 1,L,oi 60' WYE - rl M� 'A 0 F NO WATER WARD EN*`I R E S T H R E E Y S F 0` DXrE 0'V A P P R1 0 W%L FLOW-;– I— SEPT. 6, 2017 REVISED 09-13-17 K. WOYCHUK LS THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 111309.31 SQ.FT. or 0.26 ACRES ELEVATION DATUM.• NAVD88 UNAUTHORIZED ALTERATION OR ADDIT70N TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF 7HE NEW YORK STATE EDUCA77ON LAW. COPIES OF 7741S SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 774E ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S77?UC-7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 8 CERTIFIED TO: CHRISTINE BLACKBURN; MAP OF: INDIAN NECK PARK FILED: MAY 27, 1913 No.551 SITUATED AT: PECONIC TOWN OF: SOUTHOLD KENNETH-M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 17-132 SCALE: 1 "=20' DATE: SEPT. 6, 2017 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk EXI5TIN6 GOVERAH: PROP05ED GOVERA6E GHAN6E5: LOT 51 ZE: 11,301.31 5.F. EX I STING I-5TOR`( FRAME DWELLING 161.46 5F DELETE 5TORA6E 5HED - 35.61 5F - T.B.D. (2) ENTRY PORCHES 58.00 5F DELETE FRONT ENTRY PORCH - 26.22 5F LOT COVERAGE (ALLOWABLE): WILCO PORCH 345.11 5F EXPAND/GOVER 5IDE PORCH + 11.00 5F 20% OF 11,301 S.F. (0.26 ACRE) - 2,261.8 S.F. WILCO CELLAR ENTRANCE 20.00 5F ADD FIREPLACE FLUE + x.00 5F OUTDOOR SHOWER 48.00 5F TOTAL GOVERAOE GHAN6E5 - 42.11 5F 5WIMMIN5 POOL AND WOOD DECK 1,658.00 5F EXISTING TOTAL GOVERA6E 3,126.14 5F STORAGE 5HED 35.61 5F PROP05ED TOTAL GOVERA6E 3,084.03 5F TOTAL EX15TING GOVERA6E 3,126.14 5F ZONNO E3UL < SEOULATIONS - GALC=,, ULAT ONS TOR 555 5� 7H ROAD SEAL=; ; 20 SEgED ARj4 IAAC 01462 '',�� �eeS� 14 )-1 ] S.C.T.M. NO. DISTRICT: 1000 SECTION: 98 BLOCK: 4 LOT(S):4 en - ti C �YJ=J oma• 1 aL 1 i INDIAN NECK ROAD =_ DRAINAGE CALCULATIONS: 2ND FLR ADDITION W/COVERED PORCH: 817 S.F. 817 x 0.166=135.62 < 136cf REQUIRED (1) 8'DIA x 4' DEEP DRYWELL=169cf PROVIDED I � rn of M N LOT 6 N 81026'30" E 110.75' I MON. PIPE j EL 21.5 Ll CL 20.1 1.4S 6 ST CKADE FENCE El 22.11 p� ! V BRICK PAVER ! RCA/STONE DRIVEWAY l3 PATIO i 6 EL 22.1 6.5' c EL 22.0— - NDERGROU_ND UTILITIES _ ....9.2'.*, 15.0 _ H �I a U.P. CONC./STONE o ~ o O STOOP z z BRICK PAVER O _ - WATER LINE_ �o�N PATIO o w C - EL 23.0 voi a Z_ i --� U ~ 19.0' a1 I W.M. TRAMC :'• : :• : ••'' o m p\ 1 i CL 22.0 1 BEARING :::•'2 STY FRMM. w^ C.E. 6.0' 3 1 I RY -...'DWELLING: '•' .. LOT 8 ( ELL�' 11.5 ^=: .. :.#335: .';•' :: z 04"' FFL 25.6.•. •':: OUTD00 z z ! h g SHOWER o :. Z :.:. :'.:.:...:'•..: ::':.::: < ! EL 24.0 ¢ o• ;...::'•'•'.:. w 41.0' :28.2 •;.:'.•.•:• '.: z .... .. O C+'J 23.9 w > a X.- 23' :23' 15 a .:. - i co LP T. 49. o a O o EL 23.6 4 BEDROOM v O I Z SEPTIC SYSTEM a m O j 1,000 GAL S.T. 0 ~` (1) 8'DIAx12'DEEP L.P. INGROUND L.P. ~ ACL 23.7 GAS TANK I EL 23.7 EL 24.0 i PIPE S 81 26'30" W 6' STOCKADE 115.38PIPE I LOT 10 ariad��iia ry�lrl6�ope�l0I4E_rypry�i @T}lI�`9/6ivlds` jDpc IE 9%qD SINGLE FA�'J�el,�f'k�tf-DeW6E Date JUN' 2 0 2018 �.�.k .•Wo.l��d_-_►� - OIg`� . JUN 2 0 2018 �g�wase d. an91w -1 0I-tik BiUILDING DEPT. bo ea"my ®I� MU (tq ,nW& TOWN OF SOS®LD UPDATE FINAL SURVEY 06-12-18 FINAL SURVEY 05-29-18 REVISED 09-27-17 Craig Krlepper, P.E., (;hle$ REVISED 09-13-17 Office oflrastevuate Darla ement 71�E WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA71ONS AND OR DATA OBTAINED FROM OTHERS. AREA: 11,309.31 SQ.FT. Or 0.26 ACRES ELEVA71ON DATUM: NAVD88 UNAU7HOR/ZED ALTERATION OR ADD17ION TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF 7HE NEW YORK STATE EDUCA77ON LAW. COPIES OF 7HIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TUTION, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDIT70NAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUE7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 8 CERTIFIED TO: CHRISTINE BLACKBURN; MAP OF: INDIAN- NECK PARK FILED: MAY 27) 1913 No.551 - SITUATED AT: PECONIC TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design +� P.O. Boz 153 Aquebogue, New York 11931 FILE # 17-132 SCALE: 1 »=20' DATE: SEPT. 6, 2017 PHONE (631)298-1588 FAX (631) 298-1588 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Roychuk GENERAL NOTES: VATE ALL NEW CONSTRUCTION WORK MUST COMPLY WITH THE LATEST (2015 IRC) BRACING NEW YORK STATE RESIDENTIAL BUILDING CODE, NY5 UNIFORM CODE PROJECT SPECIFICATIONS FOOTINGS AND FOUNDATIONS RES I DENCE GENERAL NOTES ALL MASONRY AND FRAME WALLS SHALL BE ADEQUATELY BRACED AND SHORED CODE SUPPLEMENT (2016) AND EXISTING BUILDING CODE (2015 IEBC). I. ALL WORK PERFORMED SHALL COMPLY WITH BUILDING AND ZONING I. SOIL TE5T5 OR BORIN(55 HAVE NOT BEEN SUPPLIED TO THE DURING CONSTRUCTION UNTIL FULLY AND PROPERLY TIED BACK AND CURED. - ENGINEER. FOOTINGS HAVE BEEN DESIGNED FOR ONE AND HALF0.5) FOLLOW CODE REQUIREMENTS AND GOOD CONSTRUCTION PRACTICES FOR ADD � T � ON/ORDINANCES OF THE PECON I G, TOWN OF 5OUTHHOLD, SUFFOLK CTY., N.Y. TON PER 5QUARE FOOT BEARING CAPACITY. SOIL SHALL BE VERIFIED SAME THE RESIDENTIAL CODE OF N.Y., NYS EX15TING BUILDING AND ENERGY CODES; AND/OR OWNER SHALL A55UME ALL RESPONSIBILITY FOR ANY FAILURE - I. PER SECTION 8513, GG TO INSTALL SMOKE ALARMS IN THE BUILDING DUE TO SOIL CONDITION. RENOVATION AND ANY OTHER LOCAL, STATE AND FEDERAL APPLICABLE GORES 4 LAWS. 2. ALL FC.'�OTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH OR ROCK. AND CARBON MONOXIDE DETEGTOR(S) FOR THE ENTIRE HOUSE 2. GONTRAGTOR(S) TO SUPPLY ALL MATERIALS, FIXTURES EQUIPMENT FOOTINGS SHALL REST A MINIMUM OF ONE (1) FOOT BELOW EXISTING FLASHING AND CAULKING ll A5 REQUIRED FOR NEW CONSTRUCTION. SMOKE ALARMS AND LABOR NECESSARY TO PERFORM & COMPLETE WORK NOTED GRADE AND NOT LESS THAN THREE AND HALF (3.5) FEET BELOW FLASH AROUND CHIMNEY, VENT 5TACK5, ALL ROOF PENETRATIONS AND 555 SMITH ROAD ON PLANS AND AS OTHERWISE REQUIRED. ALL MATERIALS TO BE PROPOSED OR EXTERIOR GRADE. WHEREVER ELSE REQUIRED WITH ALUMINUM, LAPPING ALL FLASHINGS AT SHALL BE INTERCONNECTED AND WIRED AND LOCATED IN NEW AND FREE FROM DEFECTS UNLESS OTHERWISE NOTED. ALL 3. ALL CONCRETE FOR FOOTING SHALL BE STONE AGGREGATE WITH A LEAST 6". ALL VALLEYS AND ROOF INTER5ECTION5 WITH WALL5 SHALL F GON I G NY MINIMUM COMPRESSIVE 5TRENGTH OF 4,000 P51 AT 25 DAYS, AND EACH SLEEPING ROOM, OUTSIDE / IN VICINITY OF SLEEPING ROOMS, WORK TO BE PERFORMED IN A COMPETENT WORKMANLIKE FASHION SHALL OONFORM TO A0I-318-63 CODE. ALSO HAVE ALUMINUM FLASHINGS. PROVIDE FLASHINGS ABOVE DOORS, AND ONE PER STORY (BUT NOT CRAWL SPACE OR NON-HABITABLE ACCEPTABLE W/ MODERN PRACTICES. DO NOT SUBSTITUTE 4. REINFORCING STEEL TO BE A5TM A-615 DEFORMED PER A5TM A-305 WINDOWS AND LOUVERS AND ALL OTHER OPENINGS. CAULK ALL EXTERIOR MATERIALS, EQUIPMENT OR METHODS WITHOUT WRITTEN APPROVAL JOINTS. BUILDING SHALL BE GUARANTEED FULLY WATERTIGHT. • ATTIC). CARBON MONOXIDE DETECTOR TO BE INSTALLED WITHIN AND WI'REMESH A5 PER ASTM A-185. FROM TH 1 S OFFICE GE OR THE OWNER. 5. CONTRACTOR MUST AL50 FOLLOW ALL REQU I REMENT5 FOR JO MACHINIST 15 FEET OF EACH SLEEPING ROOM AND AT FLOOR WITH A CO SOURCE. 5. ALL CONTRACTORS TO BE RESPON51BLE FOR: ALL APPLICABLE PREPARATION, CLEARING, PROOF ROLLING, FILL PLACEMENT A R C H IT E C T ` LAW5 AND CODES RELATING TO THEIR TRADE AND REPORT ANY RECOMMENDED BY A REPORT ON 501L AND FOUNDATION 502 Piermont Ave, Piermont NY 10968 (212) 355.7171 D15GREPANGIES TO THE ENGINEER AND/OR OWNER. INVESTIIGATION. 2. ALL NEW MECHANICAL, PLUMBING, ELECTRICAL AND 4.CONTRACTOR OR ANY SUBCONTRACTORS PERFORMING ANY WORK ' 6. FOOTIM55 ARE TO REST ON FIRM NATURAL 501L AND/OR NEWLY - STRUCTURAL WORK SHALL COMPLY WITH THE APPLICABLE ON THI5 PROJECT OR UNDER TH15 CONTRACT SHALL CARRY CLEAN FILLD LOAD PLACED BEARINO FILL LAYERS FARED O OROANIO MATERIA S, OR LIABILITY $ PROPERTY DAMAGE INSURANCE AGAINST ACCIDENTS SECTIONS OF THI5 CODE. SAID L KINDS ANALL AONPGTORS TO G�RRY CERTIFICATES F, ACCORDANCE WITH REQUIREMENTS. A,PPR VED AS NOTED �. ALL FALL SHALL BE COMPACTED WITH 501L COMPACTION EQUIPMENT DATE: 8 RETAIN STORM WATER RUNOFF ARCHITECT 15 NOT RESPONSIBLE FOR ANY INJURIES ON PROJECT SITE, RATHER THAN BY HAND TAMPING (EXCEPT AROUND PIPES, ETC.). PURSUANT TO CHAPTER 236 3. PER SECTION R303, ALL HABITABLE ROOMS SHALL HAVE AN NOR 15 LIABLE FOR ANY LABOR LAW5 OF SECTION 240 4 241. FEE: 7 OF THE TOWN CODE. 8. THE TH IGKNE55 OF FILL LAYERS PLACED SHALL,BE COMPATIBLE WITH o NOTIFY B'::. ... ; n'T AT � AGGREGATE GLAZING AREA OF NOT LE55 THAN 9?% OF FLOOR AREA. 5. CONTRACTOR TO BE RESPONSIBLE FOR CHECKING ALL THE TYIPE OF COMPACTION EQUIPMENT USED. ,: DIMENSIONS ON PLANS AGAINST FIELD CONDITIONS PRIOR TO C1. THE ATTAINMENT OF SPECIFIED DENSITIES SHALL BE VERIFIED BY 765-1802 8 AM B=UR THE NATURAL VENTILATION - OPENINGS SHALL BE 4% OF FLOOR AREA. FOLLOWING INSPEC TE N S: CONSTRUCTION AND SHALL REPORT ANY DISCREPANCIES FIELD DENSITY TESTS MADE BY AN INDEPENDENT TESTING 1. FOUNDATION - TWO PEQU'RED TO ARCHITECT. LABORATORY ON EACH LAYER OF MATERIAL COMPACTED. ONE TEST FOR POURS'"' 9ETE 4. PER SECTION R505.5, ALL BATHROOMS SHALL HAVE MIN. 3 50 FT 6. ARCHITECT 15 NOT RESPONSIBLE FOR ANY EXISTING CONDITIONS PER 5000 50. FT. OF SURFACE AREA SHALL BE MADE ON EACH LAYER 2. ROUGH PLUMBING 1T]Cr.tcrfor Etoghtinmf 3. INSULA' i' GLAZING AREA AND MIN. ONE-HALF MUST BE OPENABLE. AND/OR ANY UNFORESEEN PROBLEMS PRIOR TO THE RENOVATION, WITHIN 'THE BUILDING. a. FINAL MUST �``""` I?cd/rePlced ar NEW CONSTRUCTION. ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY 10. SUBCONTRACTOR HAS TO CONTACT ENGINEER IF P1551MILAR MATERIAL BE COM: , �r.,. t`"` !!!T0d r1�!11 conform NEW CONSTRUCTION, DEMOLITION, OPERATIONS AND METHODS. (i.e. ROCK OR 501L) ENCOUNTERED DURING FOUNDATION EXCAVATION. ALL CONST SHALL MEET THE 172 5. PER SECTION R510, EMERGENCY ESCAPE AND RESCUE OPENING: �. GONTRAGTOR(5) TO COMPLY WITH ALL OSHA AND ALL OTHER SAFETY II. THE FOLLOWING CONCRETE COYER SHALL BE PROVIDED, U.N.O: REQUIREMEP �.:: tHECODESOFNEW '' "'�" ** '1^ FOR EVERY SLEEPING ROOM SHALL HAVE E.E.R.O. OF MINIMUM 5.150 FT OF REQUIREMENT5. CONTRAGTOR(5) TO FAMILIARIZE THEM5ELVE5 WITH - CONCRETE CAST AGAIN5T 4 PERMANENTLY EXPOSED TO EARTH: 3"; DESIGN ORECO STRUCTON(BLE ERRORS. EX15TINO CONDITIONS. ALL DIMENSIONS 4 CONDITIONS TO BE FIELD - CONCRETE EXP05ED TO EARTH/ WEATHER: 2"- NET CLEAR OPENING WITH MIN. 24" HT AND 20" WIDTH. VERIFIED. MATCH ALL EXI5TING MATERIALS, DIMENSIONS AND CONDITIONS - CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT W/ AS THEY MAY APPLY. GROUND: 1 1/2". 5. THE MEANS OF EGRESS IN WORK AREAS SHALL COMPLY 5. PROJECT SITE To BE LEFT HAZARD FREE AT END OF EACH WORK DAY. PRIOR TO COMPLETION OF EACH TRADE AND PROJECT CARPENTRY Vu"n m.,ldc COMPLY WITH ALL CODES OF "1 WITH THE REQUIREMENTS OF SECTION R511. NEW STAIRS, HANDRAILS COMPLETION, REMOVE FROM SITE ALL TOOLS EXCESS MATERIAL 1),�',nd.Ii' AL WOODWORK SHALL COMPLY WITH NATIONAL LUMBER NEW YORK S l ATE & TOWN CODES AND GUARDS SHALL COMPLY WITH SECTIONS R311.5 AND 312, RESPECTIVELY. AND DEBRIS RESULTING FROM THI5 CONSTRUCTION. REMOVAL OF I. ALL 5TRUCTUR � AS REQI,i����D AND CONDITIONS OF �`����~ �*�'�� DEBRIS TO BE IN CONFORMANCE WITH ALL LOCAL, STATE AND MANUFACTURER'5 A550CIATION AND WE5TERN WOOD PRODUCTS FEDERAL LAW5. YARD TO BE RAKED AND SEEDED. A550CIATION 5TANDARD5 AND PRACTICES. S � .� , ,u�^�..� 6. THE G.G. (CONTRACTOR) 15 'RESPONSIBLE FOR OBTAINING 2. ALL ZILL5 RE5TING ON MASONRY ORZ CONCRETE SHALL BE PRE55URE i ASSEMBLIES, ETC. TO BE HANDLED AND INSTALLED IN STRICT �D TREATED. ALL REQUIRED PERMITS, AND UPDATED CERTIFICATE OF OCCUPANCY. �pA1�" v.•�����u�r'iEES ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS. 3. ALL (FRAMING LUMBER SHALL BE DOUGLAS FIR # 2 OR APPROVED WHERE SPECIFIC MANUFACTURED PRODUCTS ARE I ND I GATED, NO EQUAL. FB = 1,450 MINIMUM BENDING 5TRE55 N.U. E = 1,700,000 PSI MINIMUM STRENGTH rlC �61�`�` SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN NOTICE FROM 4. ALL STUDS SHALL BE DOUGLAS FIR # 2 WITH A MINIMUM E- OWNER AND ARCHITECT PRIOR TO PURCHASE AND/OR INSTALLATION. 1,210,000 PSI. FG GREATER THAN 520, WITH BRIDGING AT MID- w > � HE I CH'T O.N. WALL5 OVER 5'-0" HIGH OR FOR STUD WALLS IN BUILDIIN&Z" THREE (3) 5TORIE5 HIGH. OCCUPANCY OR 5. WO0,P BRID6,11NG SHALL BE PROVIDED FOR ALL JOISTS AND SHALL BE USE IS UNLA%, 5/4" ^" 3" CR055 BRIDGING WITH MAXIMUM 5'-0" SPACING BETWEEN ROWS. WITHOUT CERTi(=►CATs 6. DOUBILE 4':000 JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO '�"� OC'CUPANCY DIRECTION OF JOISTS. CONCRETE AND REINFORCING "7. FIRES'TOP ALL INTERIOR FRAMING AND OVERHAN05 WHERE AND AS I. ALL CONCRETE EXP05ED TO WEATHER TO BE 3500 P51 IN 25 DAYS REQUIRED BY CODE. 8. WHERE JOISTS AND BEAMS FRAME FLUSH PROVIDE TECO OR EQUAL T- WITH 630 AIR-ENTRAINMENT AND A MAXIMUM SLUMP OF 4". STEL HANGER5 AND CONNECTORS FOR SUPPORT. 'LUMBER CEF?T;,-(.,,A TON ION 2. ALL CONCRETE SHALL BE REINFORCED AND ERECTED IN ACCORDANCE 6N�L'EAD CONTC-i'r i BEFOi 1i WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE q. PROVIDE A RIDGE 2" LARGER THAN RAFTERS; PROVIDE 2" X (6" OERTIFICATE OF OCCUPANT'>' A5 ADOPTED BY AGI 315 AND LOCAL CODES. COLLAR BEAMS 32" O.G. FOR ALL RAFTERS UNLE55 OTHERWI5E S01. AS USED KINATER 3. ALL CONCRETE WORK SHALL CONFORM TO AGI 301 STANDARD NOTED. loPROVIDE MINIMUM 2 - 2" X 4" POSTS EACH SIDE OF ALL OPENINGS. SUPpL�YSYSTEM CANNOT 5 oa.2'7.17 ISSUED FOR PERMIT . SPECIFICATIONS FOR REINFORCED CONCRETE. EX6EED 2/10 OF 1% LEAD. 4. ALL REINFORCING STEEL SHALL BE DEFORMED HIGH BOND BARS PROVIDE 3 - 2" X 4" P05T5 EACH 51DE OF HEADERS OR BEAMS OVER 4 01.06.11 UPDATED PER CLIENT MEETING ROLLED FROM NEW BILLET OR INTERMEDIATED GRADE STEEL TO MEET '7 FEET SPAN. LATEST A5TM SPECIFICATIONS A-615, GRADE 60. 11. ALL OPENINGS IN WOOD FRAME CONSTRUCTION 6 FEET AND SMALLER 5 OeCO.11 REVI5ED PER CLIENT MEETING 5. BARS SHALL BE LAPPED A MINIMUM OF 36 DIAMETERS AT SPLICES. SHALL HAVE 2 - 2" X 10" HEADER UNLE55 OTHERWISE NOTED. ALL 'PLUMBING, . 2 08.01.1'1 UPDATED PER CLIENT MEETING WELDED WIRE FABRIC SHEETS LAPPED &" MINIMUM. LARGER OPENINGS SHALL HAVE 2 - 2" X 12" HEADERS UNLE55 ALL PLUMBING WASTE ,, 6. ALL DETAILS OF REINFORCEMENT AND ACCESSORIES SHALL BE OTHERWI5E NOTED. TWATER LINES NEED•'_ > STANDARD PRACTICE FOR DETAILING. 7z:�T{�G�3EFORE C01�ERINC: I 08.01.17 ISSUED FOR CLIENT REl(IEW 12. SILLS SHALL BE 2 - 2" X 4" OR AS OTHERWISE INDICATED, WITH I. WELDED WIRE FABRIC SHALL MEET REQUIREMENT5 OF ASTM A-185. TERMITE SHIELD, SET ON 1/2" 51LL SEALER INSULATION. SILLS 5. SHOP DRAWINGS SHALL MEET REQUIREMENT5 OF A5TM A-185. SHOP SHALL BE ANCHORED TO MASONRY WITH 1/2" DIAMETER X 16" STEEL Is5uE5 AND REVI51oNs: DRAWINGS ON ALL CONCRETE REINFORCING MUST BE SUBMITTED FOR ELECTRICAL REVIEW. ANCHOR BOLTS MAXIMUM 8'-O" O.G. 14dSPECTION REQUIRED 1. BEFORE POURING CONCRETE, MECHANICAL AND ELECTRICAL CONTRACTORS TO VERIFY LOCATION AND 51ZE OF ALL OPENING5, TRUSS PLAC/'.RD►NC RI"QUtRLO TITLE SHEET PADS, TRENCHES AND SLEEVES FOR THEIR EQUIPMENT, IF ANY. 555 5M TH ROAD GENERAL NOTES SECTION: l8 E3L®G�/I\: 3 `,���� �fr.REDARCy�T�'�i LOT: I _rya � Zm 1 TAE3LE R501 .2(1) °F41E STASE°4.��'' GLI MATT G AND GEOGRAPH I G DESIGN GRI TER I A SUBJECT TO DAMAGE FROM JOB NO.: DWG. N0. GROUND SNOW IND SFEED (m h SEISMIC, DESIGN ICE BARRIER FLOOD HAZARD LOAD p GATEOORY WEATHERINO FROST LINE TERMITE UNDER- LAYMENT REGQU I RED DATE: 50 150 mph G YES 56" YE5 YE5 NOS 07. 21. 17 SCALE: w A5 NOTED Tl _ � � _ � DRAWING BY: - ALL NEW CONSTRUCTION ABOVE ORADE ELEVATION 8.0, FLOOD PLAIN. KB -LF GENERAL S COPE NOTES FRIVATE 1. REMOVE ALL INTERIOR WALLS NOT INDICATED YENT RISER VENT R15ER RES I DENGE _ TO REMAIN. TEMP BRAGE EXIST'C STRUCTURE. 2. REMOVE ALL INTERIOR GYPSUM BOARD ON NEW ROOF LINE THRU ROOF THRU ROOF ADDITION/ - WALLS AND GE I L I NC 5. VERIFY EX. FRAMING INTEGRITY. 5. REMOVE ALL ROOF, GE I L I NC 5 AND GE I L I NO FRAMING. RENOVATION 4. INSTALL NEW SECOND FLOOR AND ROOF FRAMING; BEAR ON EX15TINO FRAMING; INSTALL 3X1.25@32110C GOLLAR TIES 2-STORY LIVING SPACE. SECURE TO WALLS W/HURRI CANE H3 TIES. s° s° 535 SMITH ROAD ATTACH TO RIDGE BM lel/ LRU28 HANGERS, BYSIMPSON. PECON i G NY I I 1�58 5. INSTALL NEW BLOWN-I N FOAM INSULATION AT ALL EXTERIOR WALL CAVITIES; AND COMBO BLOWN/BATT AT ROOF AND FLOOR CAVITIES. SPRAY FOAM = GL05ED DELL = ICYNENE; WALLS-#MD-C-200, R=6.6/INCH; BATH #1 JO MACHINIST ROOF AND FLOORS - #PRO5EAL-LE, R=4.1/I NGH (MIN. 2 INCHES); PER NYS RESIDENTIAL AND EXISTING BLDG CODES: I �, A R C H I T E C T MINIMUM ALLOWABLE = R VALUE 3.0 PER INCH AT EXISTING. 502 Piermont Ave, Piermont NY 10968 (212) 355-7171 3.5" EXT WALL = R-20.0 VALUE (NEW WALLS) L V. 11.25" ROOF = R-48 VALUE 751 FLOOR/CRAWL = R-30 VALUE TLT 6. NEW GYPSUM BOARD TO BE 1/2" TH I GK. INSTALL NEW SECOND FLOOR TUB DUROGK AT ALL NET AREAS (SHOWER, BATHTUB) 3„ 15„ I �„ OREENBOARD IN ALL BATHROOMS AND KIT. BAGKSPLASH. -7. ALL WALLS OVER 8 FT TALL SHALL HAVE MID BRIDGING. 3" 8. EXTERIOR FINISH TO BE HARD I PLANK, BOARD � BATTEN, 511 3.. AND REPAIR AT ALL DISTURBED AREAS AND DAMAGED AREAS. 1.511 NEW WINDOW AND DOOR TRIM TO BE HARD I BOARD TRIM. 1.5" cl. ALL NEW WINDOWS Afi?,E 400-SERIES, BY ANDERSEN 2" 2„ 21I 2" LOW-E4, INSULATED GLAZING, U-VALUE 0.21 OR BETTER; IN TYPES AS SHOWN ON DRAWINGS, I NCLUD I NO AWN I NO, CASEMENT, FIXED, LAU RY AND FRENCH DOOR INSWINO. 5GR ENED EX. OUTDOOR KITCHEN 3, M BATH PORH SHOWER 10. MECHANICAL SYSTEM: EXIST'G GAS BOILERS TO REMAIN; PROVIDE 1'S SECOND ZONE FOR SECOND FLOOR HOT WATER BASEBOARD HEATING. I s° I s" I �" I . NEW AC SYSTEM; MINIMUM SEER 14.5 WITH HORIZONTAL AIR HANDLER ou DooR 3" LAV. L v. LOCATED IN GELLAR SPACE AND ATT I G. PROVIDE REGU I RED FRESH-AIR s NK LVE 5 NK WAS ER TO SYSTEM. EXI TING DW =TL=T= 1515 EXISTING CRAWL SPACE AND CELLAR TO REMAIN. FIRST FLOOR I.5 s" WER 1 1.51T 5HONER 1 I. UPGRADE EX 15TI NO E,LEGTRI CAL SERVICE AND PANEL TO 200 AMP. 2 2 I UPGRADE ALL ELECTRICAL CIRGUIT5 TO COMPLY W/ELECTRICAL CODE. I.S, 11 3.. 12. PROVIDE AND INSTALL PANASONI G WHISPER SERIES EXHAUST FANS H0U5ETRAP/GG0LEANOUT 211 IN EAGH BATHROOM, EXHAUST TO EXTERIOR (ROOF OR WALL); SIZE PER BATHROOM. 13. PROVIDE AND INSTALL GRANT SLIDING DOOR HARDWARE AT ALL 3 CRAWL SPACE POCKET DOORS, GRANT #150E, LENGTH PER DOOR SPEC., GOMPLETE PKC. 14. PROVIDE AND INSTALL OMNIA DOOR HARDWARE AT ALL 5W1 NG DOORS (INTERIOR), SATIN GHROME, 2-3/8" BACK5ET DRAIN LINE TO NEW SEPTIC TANK AND SEEPING PITS CELLAR NEN PLUMB 1 NO R I SER D I AORAI� I.T.S. 5 01.21.11 155UED FOR PERMIT 4 01.06.11 UPDATED PER CLIENT MEETING 3 08.50.11 REVI5ED PER CLIENT MEETING 2 08.01.11 UPDATED PER CLIENT MEETING 1 0.5.01.11 155UED FOR CLIENT REVIEW 155UE5 AND REVISIONS: 5ENERAL NOTES GENERAL SGOPE NOTES PLUMB 1 NO RISER DIAGRAM 1 ERE D Al?ol MACy/ of S 010 rHf STAGE JOB NO.: DWG. NO. DATE: Off. 21. 17 SCALE: m AS NOTED T2 DRAWING BY: KB -LI- FR I VATE DRAINAGE CALCULATIONS : E � IDENE ADDITION/ 2ND FLR ADDITION W/COVERED PORCH: 817 S. F. B17 x 0. 166 - 135. 62 < 136cf REQUIRED RENOVATION ( 1 ) 8 'DIA x 4 ' DEEP DRYWELL= 169cf PROVIDED , ( t_" F E _� . �. 335 SMITH ROAD FEC/ON I G NY 11X58 T IWATER Ua PD . FP. N DWELLINGS � � LOT 6 W/PUBLIC WATER � � � � � �� LL JO MACHINIST 150 ' ARCHITECT N 81026 '30 " L LLQ CITY: .5 . R. 11 ® • �5 502 Piennont Ave, Piermont NY 10968 (212) 355-7171 MON. 1 .4'N 4' WIRE FENCE o:4 'N PIPE Mwirmls To BE l(rMn EL 21 .5 EL 22. 1 CL 20. 1 1 .O'E I EXISTING DRIVEWAY ASPHALT D a 0� I Z1 OAK a PROPOSED NDE DRY P P ED EL 22. 1 26.3 ' Q EL 22. 0 ROUND UWELL 1 2ND LR 9.2 ' 15. 1 ' GENERAL: U• P. L/ D E K F- < p� DRY WELLS MUST NOT BE USED WHERE THEIR INSTALLATION WOULD CREATE A P \ SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING, CAUSE SURFICIAL cr FLOODING OF GROUNDWATER, OR INTERFERE WITH THE OPERATION OF COVERCH SUBSURFACE SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. ® Bc i Gt z =ion > ® M < ® L 0 T 8 W U CL [t ® DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION D `� �/ `- Lil c z N Q [] v WILL NOT COMPACT THE SOILS BELOW THE DRY WELL. FINALLY,A DRY WELL D ct� 0 N CL SHOULD BE PROTECTED BY EASEMENT, DEED RESTRICTION, ORDINANCE, OR OTHER L 23.0 LEGAL MEASURES THAT PREVENT ITS NEGLECT, ADVERSE ALTERATION,AND 11I0�� - �'��� REMOVAL. THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE EXISTING PROPOSED SEASONAL HIGH WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY DISTRIBUTE RUNOFF INFLITRATION OVER SUBGRADE SOILS. Eu�LT'=SO�'-=IO --___ W•M• WATER LINE_ _ _ 19. 0 ' ` �- - - - - - - -�}- - - - - - - WELL � �®war o��©uT����.� PROPOSED TO BE ABANDONED O W CONSTRUCTION: 1 2ND FLR. WOOD DECK 1 cn FOR DRY WELLS, PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY CL 22. 0 A D D I TI O N CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL PRIOR I OAK 1 STY FIRM. � TO ITS CONSTRUCTION. THE AREA TO BE USED FOR THE DRY WELL SHOULD BE I— CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED TO BE i\ DWELLING d- BILCO - Ll-6 0 Z " MATERIALS FROM COMPACTING THE SUBGRADE SOILS, DURING DRY WELL DEMOLISHED o L SHED \ Q CONSTRUCTION. PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE 1 3 6. 6 ' o N #335 z U L!7 SOIL COMPACTION AND SEDIMENT CONTAMINATION. ALL EXCAVATION SHOULD BE r- PERFORMED WITH THE LIGHTEST PRACTICAL EXCAVATION EQUIPMENT. ALL OAK COVERED FL 25. 6 OUTDOOR W > EXCAVATION EQUIPMENT SHOULD BE PLACED OUTSIDE THE LIMITS OF THE DRY PORCH z z 4. 6 X5. 7 SHOWER < Q TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION 28.2 ' z C) AREAS THAT MAY TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE Lv � 41 .0 STABILIZED. THIS DELAYED CONSTRUCTION EMPHASIZES THE NEED, AS DESCRIBED EL 24.0 R I C) - ) LO ABOVE, TO CORDON OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY Ii1 h 0 0 x U CONSTRUCTION EQUIPMENT AND MATERIAL STORAGE DURING OTHER SITE I > " z E 23. CY 0 X CONSTRUCTION ACTIVITIES. SIMILARLY, USE OF THE DRY WELL AS A SEDIMENT < O — W CD Cl O 00 I-__ BASIN IS STRONGLY DISCOURAGED. WHERE UNAVOIDABLE, EXCAVATION FOR THE 1 0- ® r-- z (n SEDIMENT BASIN SHOULD BE A MINIMUM OF 2 FEET ABOVE THE FINAL DESIGN Lu ELEVATION OF THE DRY WELL BOTTOM. ACCUMULATED SEDIMENT CAN THEN BE 1 0 8 'MIN T / LL REMOVED WITHOUT DISTURBING THE SUBGRADE SOILS AT THE DRY WELL BOTTOM, ® f D WHICH SHOULD BE ESTABLISHED ONLY AFTER CONSTRUCTION WITHIN THE DRY L _1 WELL'S DRAINAGE AREA IS COMPLETED AND DRAINAGE AREA STABILIZED. O 1 \ 0 ® IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS Ld \ U [L STABILIZED, DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE EL 23.6 Lj •� O - ® INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND 1 00 C31 SEDIMENT AWAY FROM THE DRY WELL. THESE DIVERSION MEASURES SHOULD NOT BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA IS t _ COMPLETED AND THE DRAINAGE AREA STABILIZED. EXP L/ WOOD DECK STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING . PLATE COMPACTORS, A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS 5 11.01.11 REVI5ED PER BLDG DEPT REVIEW RECOMMENDED. CL 23. 7 EL v24.0 4 Oq.06.17 UPDATED PER CLIENT MEETING EL 23. 7 i PRETREATMENT: r7l 4 AS WITH ALL OTHER BEST MANAGEMENT PRACTICES, PRETREATMENT CAN EXTEND 3 08.30.17 REVI5ED PER CLIENT MEETING 1 PIPE S81026 ' ;j0 " OCKADE 115 3 3 ' PIPE THE FUNCTIONAL LIFE OF A DRY WELL. WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF RUNOFF POLLUTION, ROOFS CAN NEVERTHELESS BE THE SOURCE OF EXISTING SANITARY PARTICULATES AND ORGANIC MATTER AND, DURING SITE CONSTRUCTION, 2 OS.Oq.l7 UPDATED PER CLIENT MEETING SEDIMENT AND DEBRIS. THEREFORE, ROOF GUTTER GUARDS AND/OR SUMPS OR TO BE ABANDONED ANDTRAPS (EQUIIPPED WITH CLEAN-OUTS) IN CONDUITS TO A DRY WELL SHOULD BE I 08.01.17 155UED FOR CLIENT REVIEW DWELLINGS INCLUDED WHEREVER PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND LOT 10 BACK FILLED WITH CLEAN WIPUBLIC WATER COARSE SAND. OTHER PARTICULATES THAT CAN ENTER THE DRY WELL. 150 , I 155UE-5 AND REVI51ON5: PROPOSED - { 4 BEDROOM J 0. 6 ' SEPTIC SYSTEM ��, � M 1 ,000 GAL S.T. SITE FLAN AND ( 1 ) B 'DIAx 12 'DEEP L.P. ` . LOC/ATION PLAN ' v �. SU VENT 555 SMITH ROAD � � SGALE: 1 : 1 O 335 Smith Road J 7 % 0 JOB NO.: ONO, NO. DATE: 07. 21. 17 LOCATION PLAN 5GALE: • A5 NOTED 0 1 NTS DRAWING BY: KB -LF FR VATE RESIDENCE ADDITICN/ RENOVATION 555 54TH TH ROAD PEGON I G NY 11 X58 JO MACHINIST A R C H I T E C T 502 Piermont Ave, Piermont NY 10968 (212) 355-7171 71 I i SCREENED PORCH SCREENED PORCH BI 0 R5 SHOVER SHOWER 5TA R5 UP r� r CRAWL SPACE 8'-4" 3-04BEDROOM #3 I KITCHEN BEDROOM #1 4-6 ►� =► r LI r - - - t - C - I- - - - - -1 r- - - - - - - - - - - - - - I--� - - A - - I - - - I F I \ r II � I X milt El - - CRAHL SPACE LIVING / DINING r 1 � I � BEDROOM #2 5 01.21.11 155VED FOR PERMIT - - - - - - - - 4 01.06.17 UPDATED PER CLIENT MEETING 3 08.30.17 REVISED PER CLIENT MEETING 2 08.01.17 UPDATED PER CLIENT MEETING II II - - - - - - - - I i 08.01.17 155UED FOR CLIENT REVIEW - - - - - 155UE5 AND REV1505: CELLAR AND EX I ST I N6.;/LDD 0L I T I ON CELLAR PLAN EX I ST I NO/DEMOLITION FLOOR FLAN Ff MACy, HCl AN SG L : I/411 _ 11-011 SG L : I/4.. _ 1 '-011 -- 0100 EXI V pj % I T I ONS AND DEI�OLITION JOB NO.: DWG. NO. DATE: 5GALE: A5 NOTED -EAkmOl � _ 26 = 17 DRAWING BY: KB -LE 5 PRIVATE RES I DENGE ADDITION/ RENOVATION 555 SMITH ROAD FEOON I O NY 11 X58 JO MACHINIST A R C H I T E C T 502 Piermont Ave, Piermont NY 10968 (212) 355.7171 D D n0V F,ump'-js 1)'PT. T0�', 0"SOUTITOL D BILGO DRS 5GREENED PORCH EX15TINO 5GREENED PORCH (REPLACE DRS) EXI5TIN5 OUTDOOR 5HOVWER SHOWER 111-112 I F D. 3-O 4 EO EO 101-1 g_p —77 42" H GTRTP — 77 PANTRY PNN — IN DW SINK cV EMER 5ENCY I I EGRE 5 WIND N UTILITIES GRAWL 5PACE IN KITCHEN 2 H GTRTP `0 M. BEDROOM , GRAWL SPADE GL C7 _ REF OUT mN -' 4 -all 114'y\ 5 11.01.17 REVISED PER BLDG DEPT REVIEW 4 Oa.06.17 UPDATED PER CLIENT MEETING IOR a IOI";3 HINDERS 1- - D O - - 3 OD-30.17 REVISED PER CLIENT MEETING T- T 0 o ml� 2 OS.Oa.l7 UPDATED PER CLIENT MEETING — — , BATHROOM '- m ( 0&01.11 155UED 1=0R CLIENT REVIEW GRAWL 5PAGE r a'D LIVING r NL oo T r -i- 1 _j(3 155UE5 AND REV1510N5: x Q Hy 5_� 2._6.. 51- NEN _NEN PRE—FAB NOOD— I BURNING FIREPLACE; _ u d) HEATILATOR# _ - - j mm I'-6" m M. STUDY - r CiELLAR A o N 21-0" IST FLOOR PLANS i T 77 "77 7 777717 ' mld- ft� I N -., x — N _63 2'-III 5'-loll, 2'-II I 4 2 2 2 I NEN C.4ONSTRUCiTION OELL_ PLAN FIRST FLOOR FLAN, SCALE: 3/16" = 1 '—O" SOALE: 1/4" = I '—O" JOB NO.: ONO. NO. DATE: 07. 21. 17 56ALE: A5 NOTED AeOl 7 =26 = 17 DRAWING BY: KB -LE 5 FRIVATE RES I DENGE ADDITION/ RENOVAT � ON 555 SK TH ROAD FEGONlG N)"' 11ci58 JO MACHINIST A R C HI T E C T 502 Piermont Ave, Piermont NY 10968 (212) 355-7171 I i I I I I . I I I —O " �—� ` ERE0"A R „ S iT, 12'-84I I'-4�" �`� ,%.OR CONT. ALUM GUTTER 4 LEADER I — — — * �° -� f(N ' " r� E ST1462'P Y , m I I PLAYROOM / 6UE5T =1�m BEDROOM #01 i FTN t`Ott = 59 LOW SLOPE ROOF wl w _ FLAT ROOF 4 aoseT TLT UP OFEN RAILINS = dJ 44 — �KYLI r 51 , I `fl �SKYLI6HT r SKYLi6F1 I I ( EJ O lo ol 144 R ti ENI r ILIN6 FLAT ROOF I `t = � SHELVIPl6 T- TUB SHOHM mir m� 4 c.Lowr I I OPEN TO BELOW = 2" %621- BEDROOM #02 Q I ( I 5 OQ27.11 155UED FOR PERMIT I ( I 4 OQ.O6.17 UPDATED PER CLIENT MEETING Y 3 08.30.17 REVISED PER CLIENT MEETING in c`i 2 OB.OQ.11 UPDATED PER CLIENT MEETING 777 --_-- -- I 08.01.11 155UED FOR CLIENT REVIEW 5—O 61-011 41- ill 112'-112" 5'-102" 155UE5 AND REV1510N5: 2ND FLOOR AND ROOF PLANS SEG®ND FLOOR FLAN ROOF FLAN NEA C,,ONSTRUGTION JOB NO.: PHO. NO. DATE: 01. 21. 17 A SCALE: A5 NOTED • 0 _ = I DRAHIN5 BY: FR I VATE RESIDENCE ADDITON/ I RENOVATION 555 SMITH ROAD -' LLIL Ll I JO MACHINIST A R C HI T E C T — — — — — — — — 502 Piermont Ave, Piermont NY 10968 (212) 355.7171 C) I AWNING AWNING � m GASEME GASEMENLLA 5EMENT FIXED 11L FIXED I /TAMNO] AWNING II AWNING AWNING J \ GASEME /CASEMENT • I FIXED FIXED I FROFOSED FRONT (NEST) ELEVATION FROFOSED SOUTH ELEVATION SCALE: 1/4" = 1 '-0" SCALE: 1/4" = I '-O" —ICV JLU- I ffill I T AWNING I N I rd - - - - - - - - - - - - - - - - - 5 Oq.r.11 155JED POR PERMIT 4 Oq.06.11 UPDATED PER CLIENT MEETING \ / \ 3 05.50.11 REVI5ED PER CLIENT MEETING 2 05.0q.11 UPDATED PER CLIENT MEETING GASEMEA5EMENT GASEME A5EMENT FIXED FIXED FIXED 1 05.01.17 155ZO FOR CLIENT REVIEW 155UE5 AND REVI510N5: N \ EXTERIOR LEVATIONS O Sot" �� O vis — — — — — FIXED EMENT — — — — — — FIXED -' � Al? "I GASEME o� Nitii r ' GASEME CASEMENT A5EMENT 01 -- --- C j '•; Y Imo ` No NE C.ONSTRUC.,TION FROFOSED REAR (EAST) ELEVATION F OPOSED NORTH ELEVATION SCALE: 1/4" = I '-O" SCALE: 1/4" = I '-O" JOB NO.: DWG. N0. DATE: 07. 21. 17 SCALE: ■ A5 NOTED A03 _2 6 = 17 DRAWING BY: KB -LF 5 PITCHED ROOF ASPHALT ROOF 5HIN6LE5,520#,OVER 15#ROOFING FELT FRIVATE OVER%APA RATED PLYWD.ROOF 5HEATHIN6 ON ROOF RAFTERS(TYP).FOR ROOF PITCH(4:12 USE 2 LAYERS OF UNDERLAYMENT UNDER 51NOLE5. RES I DENGE 12" _ 4'-6" ICE SHIELD( SI SIDE MIN. 12° ADDITION/ FROM INTERIOR OF EXTERIOR WALL) 2"CLOSED-CELL SPRAY RENOVATION INSULATION+FILL REST OF 2x WOOD BLOCKING FRAME W/F.6. INSULATION �hA R:46 SIMPSON HURRICANE FLAT ROOF 555 S M TH ROAD CLIPS HT,EACH EPDM ROOFING ON 5/6" J015T/RAFTER COX PLYWOOD ON 2x4 F E G O `�I G I `i I 1 1 - 5 I TAPERED ON 5/6" C MTL FLA5HIN6 n PLYWOOD PLYWOOD SUBFLOOR ALUMINUM OrrMR 4 LEADER VINYL FASCIA AND SOFFIT W/ JO MACHINIST CONT.VENT HOLES t INSECT A R C H I T E C T 50REEN(TVP) 2"CLO5E0-DELL SPRAY INSULATION+FILL REST OF 502 Piermont Ave, Piermont NY 10968 (212) 355.7171 FRAME W/F.6. INSULATION R:46 2x6 RIM BOARD Y2"C"AB.TYP. BRACING 0 MID SPAN(XI'-O"HT) BOARD AND BATTEN 0 q'ON `A BLDG.PAPER ON 5/6"COX i I PLYWD.ON 2"X4'-16"O.G. FILLED W/GLO5E-CELL SPRAY - IN5UL.(R=20)AND Y2"6YP.BD. ON STUDS INSIDE OAK FLOORIN6 ON 5/6" \\ PLYWOOD SUBFLOOR l I GLUED d SCREWED '1 - C� NEW FLOOR J015T I I ' BATHROOM 2ND FLOORL I - 1 I SOUND INSULATION Yz O.H.B.TYP. CA BOARD AND BATTEN 0 q"O/G. EXTERIOR FINISH ON BLDG. PAPER ON EXIST'&FRAME, FILLED W/CLOSED-DELL BRAGIN6 0 MID SPAN(x1'-O"HT) SPRAY INSUL.(R=20)ANDY2' GYP.BD.ON STUDS INSIDE PAINTED d) WOOD BASE TYP. M. BEDROOM EXIST'&FLOOR J015T OAK FLOORING ON EXI5TIN6 PLYWOOD 50FLOOR 6LUED $ SCREWED 15T FLOOR TERMITES SEAL HIGH DENSITY FIBER 6LA5S INSULATION EXISTING FOUNDATION WALL R:50 ON EXI5TIN6 AND FOOTING FRAM Q yy m CRAWL SPACE 5GNEMATIG GRO55 5EGTION 5 Oq.21.11 155UED FOR PERMIT SCALE: 3/6'=I'-0" 4 Oq.06.11 UPDATED PER CLIENT MEETING 5 08.50.17 REVISED PER CLIENT MEETING 2 OS.Oq.11 UPDATED PER CLIENT MEETING BOARD AND BATTEN 0q'ON BLDG.PAPER ON ® EXTERIOR NALL 5EGT1 ON -TVP I GAL 1 08.01.11 155UED FOR CLIENT REVIEW 5/6 COX PLYWD.ON 2"X40-16"O.G.FILLED IN SCALE 1/2 III GL05E-DELL SPRAY INSUL.(R=20)ANDY"GYP. EXISTING SHEATHING ON BD.ON STUDS INSIDE EXIST'&FRAME,FILLED 2x6 0 164 O.G.P.T.WD. WCLOSED-CELL SPRAY JOIST W/51MFWN METAL IN5UL.(K=20)AND Y2"GYP. 55 5 D REV 5 0 5: HANGER TYP BD.ON STUDS IN51DE PAINTED 2x4 SILL PLATE 2x6 P.T.WD STUDS METAL FLASHING FLAT W/Y4"SPACING 2x RIM BOARD BETNIEEN V0 02'-0"O.G.(I2"MIN.FROM SIMP50N HOLD DOWN CLIP NEW MAIN DOOR ENDS)ANCHOR BOLT BY SIMPSON MDL.� 'BP'. 12"MIN. TERMITES (2)2x6 P.T.W. HEADER EMBEDMENT AND 5TA66ERED. SEAL 51MPSON POST-BEAM CLAMP 11 EXISTING EXTERIOR GROSS S PROVIDE 5"x5"WASHERS,ON 2x4 51MPSON METAL HANGER 10 WALL 51H ON NEOPRENE INSULATION GRAD EX15TINO FLOOR FRAME 2x6 P.T.WOOD STRINGER 6"CMU WALL WALL VERT.ON 24" W X 12"D.CONT.GONG.FTG. 2i�n 2x6 P.T.WOOD RISER � '�• ,�,MAcyoj, .Z W/(35 STL.REINF.BARS GOVT. - 'o � _ i- — EXISTING FLOOR " x TY EXISTING FOUNDATION FRAME o s I"PROTECTION - WALL AND FOOTINS " ~m - '` ASPHALT m CRAWL SPACE JOIST W/51MPWN METAL CRAWL SPACE • � �� 01462� �'����• DAMPPROOFIN6 0 o HANGER TYP EXISTING FOUNDATION �i��''O flyE STA��O` 4" GONG.SLAB ON GRADE W/ 2x6 P.T.WD.LEDGER r��„ %16 4"DIA POROUS DRAIN "6x613 ON 64A E K/ �, &ALV.BOLTS 0 12'O.G. WALL AND FOOTINS N n 15� ��T I O PIPE COVERED WITH 6" Y2 PREMOLDED FILLER m STA66ERE0,PROVIDE Y2" TW,MIN.GRAVEL FILLTP.T.PLYWOOD SPACER 11-1011 AND FILTER FABRIC AS SIMPSON MTL POSTASE SIMPSON HOLD R.EQb WHERE APPLICABLE Iib"DIA SONOTUBE FILL WITH DOWN CLIP 24"W.X 12"D.CONT. GONG. GONG.FTG.W/(5)#4 STL. JOB NO.: DWG. N0. REINF.BARB CONT.TYP. DATE: SEGTION @ EXTERIOR 5TEPS (ENTRANGE) O-f. 21. 1-7 5EGT I ON @ NEN GH I MNEY SCALE: 3/6'=1'-0" SCALE: AS NOTED As05 G %ALE: 5/8"=1'-On T = 26 = M DRAWING BY: KB -LF - � -------- - ------ ----- ,T�- - FRIVATE PLAYROOM / GUEST RES I DENGE 42" H GTRTP - ADDITION/ PN 51NK RENOVATION N 555 SMITH ROAD PEGONIG ICY 1 11�5�5 OPEN SHELVING K I TGHEN 2" H GTRTP JO MACHINIST A R C H I T E C T D 502 Piermont Ave, Piermont NY 10%8 (212) 355.7171 REI= FULL[ T OUT o u K I TGHEN 1 K I TGHEN PLAN K I TGHEN ELEVATIONS SGALE: 1/2" = 1 '-0" SGALE: 1/2 "= l '-011 < TGHEN ELEVATIONS 5 OQ27.17 155UED FOR PERMIT SGALE: 1/2"= 1 '-0" 4 Oa.06.I1 UPDATED PER CLIENT MEETING 5 05.50.11 REVISED PER CLIENT MEETING 2 O5.0Q.11 UPDATED PER CLIENT MEETING 1 05.01.11 155UED FOR CLIENT REVIEH 155UE5 AND REV1510N5: KITGHEN DETAILS •��` ��'o A AC p .k r ,�".. r �jy ��• pla6gl. �Sci `a rrrrtrt►tt�� NEN G'ONSTRUGTION JOB NO.: DNS. NO. DATE: 0-7. 21. 11 5GALE: AS NOTED Ao06 7 = 26 = 17 DRAWING BY: KB -LE I VATE 2 RES I DENGE ADDITON/ RENOVATION FIND 355 SMITH ROAD (� j 6L.A55 'EGON I G NY 11�58 - o _ I M. E3ATHROOM '- POC IDDO COR JO MACHINIST ARCHITECT j- 502 Piermont Ava, Piermont NY 10968 (212) 355.7171 FF7T �0 O Q o = I " M E3A�TH ELEVATION- 1 M 5A�TH ELEVATION-2 M 5A�TH ELEVATION-5 MASTER BATHROOM PLANSGALE: I/2"= 1 '-0" SCALE: 1/2"= l '-011 SCALE: 1/2"= l '-011 2'-6"x 1'-0' POCKET DOOR O 5 0921.11 155UED FOR PERMIT M BATH ELEVATION-4 BATH #1 ELEVATION- 1 4 09.06.11 UPDATED PER CLIENT MEETING SCALE: 1/2"= 1 '-0" SCALE: 1/2 I '-O" 5 08.50.11 REVI5ED PER CLIENT MEETING i n i n i n 2i_� " -2 3 -O I -2 4 oa.o9.11 UPDATED PER CLIENT MEETING I Oa.01.11 155UED POR CLIENT REVIEW 0 155UE5 AND REV1510N5: E3ATHROOMS - DETAILS Q ADJ.SHELVINGAC ,.� • •• • ... NO t TUB / SHOWER - -- Q - ri �• �O 014621 r� ,FIE ST I 5T0 T CLOSET N N GON5TRUGTION Fl I JOB NO.: DWG. NO. BATHROOM #1 FLAN SCALE: I/2"= 1 '-O" DATE: E3ATl I #1 ELEVATION-2 EA I H 1 ELEVATION-5 LJATI I 1 ELEVATION-4 5GALE: A5 NOTED A*07 SCALE: 1/2"= 1 '-O" SCALE: 1/2"= 1 '-O" SCALE: 1/2"= 1 '-O" 7 _26 — M DRAWING BY: KB -LF FRIVATE RESIDENCE ADDITION/ RENOVATION 555 SMITH ROAD FEGON I G NY 11 X58 JO MACHINIST 5KYL I C HT SLOPED GE I L I I (5 A R C H IT E C T 502 Piermont Ave, Piermont NY 10968 (212) 355-7171 r PLAYROOM L GUESTLLL 11 11 11 IL ya7l / F- - !=1 I If OPEN SHELVING 5 01.27.17 159UED FOR PERMIT 4 01.06.11 UPDATED PER CLIENT MEETING If 3 08.30.11 REVISED PER CLIENT MEETING 2 08.01.17 UPDATED PER CLIENT MEETING I 08.01.17 1 155UED FOR CLIENT REVIEW M.STUDY 155UE5 AND REV1510N5: LL 7/ K I TGHEN LIVING ROOM INTERIOR ELEVATIONS ,,�ttHNtHf/►/ INTERIOR ELEVATIONS STERE D AR SGALE: 1/2"= 11-0 _ 1�:���7llJ�• x _~ 0. �0 �0 014621 r--,./0N5TRUGTI0N JOB NO.: PHO. NO. DATE: 07. 21. 17 5GALE: A5 NOTED AoO8 7 _ 26 = 17 DRAWING BY: KB -LE FRIVATE RESIDENCE ADDITION/ CEILING FRAMING I RENOVATION LINE OF BASEBOARD CEILING BELOW. PAINT FIN15H 555 SMITH ROAD WOOD FRAME PAINT FIN15H � GON I G NY I I X58 2: 2511 JO MACHINIST ARCHITECT ° N 502 Piermont Ave., Piermont NY 10968 (212) 335.7171 POCKET DOOR HEADER FRAMING A5 REQUIRED 1/2" THK GNB (TYP) ii 311 xx 4• 4 rldJ POCKET DOOR HARDWARE m GRANT #150E JIJ- (�Y ry3n .�3n GG NOTE: 311 " PROVIDE REMOVEABLE �� I4�� I�" PIECE TH15 51DE OF POCKET DOOR TO ACGE55/5ERVIGE 5LIDIN5 DOOR MECHANI5M WOOD FRAME. PAINT FINISH FOGKET DOOR PLAN DETAIL SCALE: 5"= I '-0" FOG<ETi DOOR HEAD DETAIL � 5GALE: 5"= l '-0" GEILING FRAMING G (LING a 1L 5 Oa.2l.17 159ZO FOR PERMIT } 4 04.06.17 UPDATED PER CLIENT MEETING 3 08.30.11 REVI5ED PER CLIENT MEETING 2 08.04.11 UPDATED PER CLIENT MEETING I 08.01.17 15MO FOR CLIENT REVIEW LIVING ROOM 155UE5 AND REV151ON5: MISCELLANEOUS BUTT-HINGE DOORS IN51DE BEDROOM/LIBRARY FLU5H WITH TRIM •� R JAMB DETAIL-51M °Frye s1P',�°� HARONARE -FRENCH DOOR HEAD DETAIL ���'• ,.... N ' N OON JOB NO.: DWG. NO. DATE: 07. 21. 17 5GALE: A5 NOTED Ao09 7 -26 - 17 , DRAWING BY: KB -LF FRIVATE RESIDENCE 6 KNDOV� LE(5ENE�,) _ 55E� S I TH RD ci/ 20/ 201-7 RENOVAT � ON ADDITION/ VN- -=8--- DW SINK NO. QTY. NINDON TYFE MODEL AND R.O. NOTES 01 FIXED - 100 SERIES; LOW E4555 SMITH ROAD CUSTOM - 3'O"N x 7'4"H LIVING ROOM- LARGE PICTURE WINDOW; TEMPERED GL FEGON I G NY I I �5a OPERABLE - AWNING O KITCHEN Q2 _ BEDROOMS AND STUDY AND DINING A555 3 0 N x 5'5"H CUSTOM HT 400 SERIES; LOW E4 ( ) I , M. BEDROOM Q 3 OPERABLE - CASEMENT; OPERABLE - CUSTOM - 2'10"N x5'0"H BEDROOM #1 - OPERABLE CASEMENT MULLED WITH 400 SERIES; LOW E4 FIXED - CUSTOM - 2'10"W x 5'0"H FIXED CASEMENT AND CUSTOM MULLION PATTERN L - - - - _ JO MACHINIST O OPERABLE - AWNING; 400 M BATHROOM - AWNING W/OBSCURE VISION A R C H I T E C T — 04 SERIES; N/OBSCURE OLA55, E4 AX281 - 2'8"W x 2'8"H &LASS, TEMPERED INTERIOR. — 11 502 Piermont Ave, Piermont NY 10968 (212) 355-7171 ' � O� OPERABLE - CASEMENT; O O I O 400 SERIES; LOW E4 GXN15 - 3'0"W x 5'0"H BEDROOMS AND LIVING ROOM AND QUEST 11 D O 06 OPERABLE / FIXED-CASEMENT; KITCHEN - (2) OPERABLE AND (I) FIXED 400 SERVES MULLED; LOW E4 GW13 - 2'5"W x 3'0"H CA5EMENT5 MULLED TOGETHER O7 FIXED - AWNING; 400 SERIES; CUSTOM AXW - 55"N x 3'6"H DINING - FIXED AWNING - CUSTOM O n O LOW E4 J O ® O8 OPERABLE - AWNING; 400 SERIES; LOW E4 CXI5 - 2'8"N x 5'0"H BATHROM #01 - OPERABLE; TEMPERED GL M. BATHROOM Q�j FIXED - CASEMENT;IES; LOW E4 GXWI5 - 3'0"N x 5'O"H - FIXED LIVING ROOM- SECOND FLOOR LEVEL - FIXED O 0 400 SER LIVING 4 a O v� O M. STUDY DOOR LEOEND — 555 S TH Rl�) 0 0 NO. DOOR T*rFE MANUFACTURER MODEL AND R.O. NOTES ---- ENTRY EXTERIOR DOOR - ANDERSEN ENTRY DOOR; ANDERSEN ENTRY DOOR; 3'O"N X VESTIBULE - EXTERIOR DOOR W/ INSULATED FRENCH DOOR GLA55 STYLE 6'-II"H; W/ INSULATED GLAZING GLAZING AND DEADBOLT• KEY EXTERIORS ALIKE O O O O 8 PAIR - FRENCH OUTSWINO ANDERSEN - FRENCHWOOD HINGED ANDERSEN - FRENCH OUT5WING DOORS; A SERIES VE5TI5ULE - PAIR OU75NINO FRENCH DOORS; A SERIES, DOORS - EXTERIOR OU75NINO PATIO DOORS; SERIES A PAIR - #FNHOD 606IIPALR; 60"W x 6'II"H KEYED W/ ENTRY DOOR FNH-FNO; LOW E4 C. 51NOLE BARN DOOR AND M. STUDY - BARN DOOR SIZED LARGER THAN HARDWARE BARN DOOR HARDWARE 4'2"W x 7'-7' OPENING FIRST FLOOR FLAN ^ INDO ^ S DOORS TSI000- OPENING SIZE - 2'6"W x 7'0"H M. BATHROOM - (2) DOORS W/PRIVAGY LOCK; EDGE SLIDING POCKET DOOR TRUSTILE GRANT 5ERIE5 SLIDING HARDWARE 1/4" - I I-Oil PULL AND FADE PULL/LOCK E SWING DOOR - PRIVACY TRUSTILE T51000 - OPENING SIZE - 2'6"N X 7'0"H M BEDROOM, BEDROOMS - PRIVACY LOCK LEVER HRDW O O O O BATHROOM - PRIVAGY LOOK LEVER HRDWR; UNDERCUT EE SWING DOOR - PRIVACY TRUSTILE T51000 - OPENING 51ZE - 2'6"N X 7 O H DOOR FOR SADDLE --- BEDROOMS - PAIR CLOSET DOORS; FIXED LEVERS; BALL 4 II PAIR SWINO DOORS TRUSTILE 751000 - DOOR SIZE - 2'2"W X 7'0"H - EACH DR CATCH. H 0 5 PLAYROOM / GUEST 11 O BEDROOM #01 SWING DOOR - CLOSET TRUSTILE 751000 - OPENING SIZE - 2'0"W X 7'0"H BEDROOMS - SINGLE CLOSET DOOR; PASSAGE LEVER O H SWING DOOR - CLOSET TRU5TILE T51000 - OPENING SIZE - 2'4"W X 7'0"H BEDROOMS - SINGLE CLOSET DOOR; PASSAGE LEVER O 751000 - DOOR SIZE - I'6"W X 6'4"H UNDERCUT PLAYROOM/GUEST - SINGLE CLOSET DOOR; PA55AOE SWING DOOR - CLOSET TRUSTILE TO ALIGN DOOR HEADS LEVER - NOTE UNDERCUT DOOR TO ALIGN HEAD. UP rNOTE: ALL INTERIOR DOOR HARDWARE TO BE nl V O O OMNIA, LEVER STYLE TBD, W/ BALL-BEARINO 5 01.21.11 155UED FOR PERMIT ® 14R O 4X4 HINGES; FINISH TBD. BATHROOM ® 4 Oq.06.11 UPDATED PER CLIENT MEETING EE 3 08.50.11 REVI5ED PER CLIENT MEETING 2 08.01.17 UPDATED PER CLIENT MEETING O I 08.01.17 155UED FOR CLIENT REVIEW OPEN T BELOW O 155UE5 AND REVI51ON5: / \ BEDROOM #02 NINDON A DOOR ® 5GHEDULE5 � Cy�T t MAC/f F°r Z O O O O i � �4..a . •. lf1£ST Sf-�� '►�``� N RUGTION SECOND FLOOR FLAN c V41NDOV45 DOORS 5GALE: 1/4" = I '-O" JOB NO.: DWG. NO. DATE: 01. 21. 11 5GALE: A5 NOTED A*10 _ = I DRANIN5 BY: KB -LF 5 FRI \/ATE RESIDENGE ADDITION/ RENO\/ATION 335 SMITH ROAD FE00NIO NY 110158 JO MACHINIST A R C H I T E C T 502 Piermont Ave, Piermont NY 10968 (212) 355-7171 � BILGO DR5 50REENED PORCH EX15TINO 5GREENED PORCH (REPLACE DR5) EX15TINO OUTDOOR 5HOWER 5HOWER o , EQ D 10'-1" nil- )L9 t%X9 M k,. TP r: 4 2' H GTR •',rr Y'vex ..�'.,: ,X.'., ii { ,:kms>•. } r A5, :sr pN _ I 1Y11 Yf �0 1 EMER ENGY /� EGRE 5 ' N �-0� 1 D �illY W�ri �T WIND W fa n. CRAWL 5PAGEZa©r. UTILITIES `�. KITCHEN U 2" H GTRTP - CRAWL 5PAGE ;<�' � ► M. BEDROOM to r,x GL cr L yN = REF UT L - 's"'-�;�5..�> 2 4 >',',, � � -1� � 2 0� _ fid' 4 OQ.O6.11 UPDATED PER CLIENT MEETING 14R®a° iV O 3 08.30.1'1 REVISED PER CLIENT MEETING IOT®10";3 WINDERS } fxIST Zxlde Ila2x(v01(v oG 2 08.09.17 UPDATED PER CLIENT MEETING M. BATHROOM I 08.01.17 155ED FOR CLIENT REVIEW � o CRAWL 5PAGE LIVING 13LK f'I GoN�` o Q1,� -t _ _ o0 155UE5 AND REVI I Y � � O �F � a 5 ONS: Q �,_-�, 2,_6., 3._3.. y" x NEW PRE-FAB WOOD- - °�, F�a�nrl dtJ FO� - HEEATIILATOREPLAGE; _ f - ,� 1 �r 2 C/2AL- ��V �1 .� mIv I-6 cn d;- -M:STUDY u ANDztx- u Zai t o o o n . r I Cot L) a IST FLOOR PLANS milt ��'"4h 'd.•.rts':it'✓3:ro';R;r !M�.,�"*:jx - .x t - 'i:k ,`�,.. 's� ...k.:.k.- �t ., s - nI-+ m N •'='ty k.:.i zn'�' '; # ,`• ''}r uj.. °` 'y, '}' & :m» 'g ;r �5u.�b=c,'rt 6_01 !, 4._63.. I ! 2'_I i!! 5'-10 I !, 2'-I I I 5-O' 2 4 2 2 2 ' ,4L_L. \A)I�►�01.P,::�o►z NEA C.,ONSTRUGTION �1-t-E►2 t�i5� tj vTf;- 0 • OEL LAR PLAN FIRST FOOR PLAN � 50ALE: 3/16" = I'-O" 50ALE: 1/4" = I '-O" JOB NO.: ONO. NO. DATE: �. Off, 21. 11 56ALE: A5 NOTED %SA601 7 _26 = 17 DRAWING BY: KB -LF 5 FRIVATE RESIDENCE ADDITION/ RENOVATION 335 SMITH ROAD FELON I C NY 11 cl58 JO MACHINIST A R C H I TE C T 502 Plermont Ave, Plermont NY 10968 (212) 355-7171 6'-O 2 5-O 2 2 5-7 3'-2 12'-83I I'-41 4 2-O 2 CONT. ALUM GUTTER 8 LEADER cold- -ry - N I v m I mGL ET EMER ENGYPLAYROOVEST —ry BEDROOM #OI KNOOEME 6ENGY FLAT ROOF E6 55 LOW SLOPE ROOF — WIN w -1N CLOSET NM N `O _ TEP UP 2 1 2 2�1 O `� T- m, *L+10'-3O T yDf C4,L ! EN m I'-2" 3+_0 I,_2� 2'-l4" — _ _ I ILIN6 _ d SKYLIGHT I SKYLI&H I I (ABOVE - YLI E) ' N + _ T 1 + 1 b- L+9'-5 FLAT ROOF PEN FA ,- SHELVIN6 I r- mI—v 4 09.06.1'1 UPDATED PER CLIENT MEETING 4" d TUB/SHOWER - O m� ( CL05ET N 3 066.1.1 REVISED PER CLIENT MEETIN6 I N 2x 42 08.09.11 UPDATED PER CLIENT MEETIN6 OPEN BELCH pap r -1d I'-52+ ++ -32. Sx/j0✓t(p'( G 1,_62 50 ._32. ' .1 ISSUED FOR CLIENT REVIEW tO,rz -6 ZX to ZfLe Ido 10-e I& ` 155UE5 AND REV15105: j7 V I&l. t_p tl I BEDROOM #02 p 0 O EMER KND NGY 2ND FLOOR AND WINDO 1()Id ROOF P ftl N N I 3+ I + I I l++ 6'-02 4-64 2-112" 5'-102" 2'-112 ALL winl;�o>+J1Poor— {-}F,4d15-12J 2-Z>C P NEN GONSTRUC./TION r 7 R00 N NC)' FLOOR FLAN qt r " 9 L• 50ALE: 1411 - I 1-011 SCALE: 311611 = P-011 JOB NO.: DWG. NO. DATE: 0-1. 21. 17 02 SCALE: A5 NOTED • = _ ( ORAWIN6 BY: KB -LF 5 GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL required When a collar tie is used in leu of a ridge strap, the number of 10d common nails re JOINT DESCRIPTION q QTY. SPACING NOTES BUILDING USE RESIDENTIAL DWELLING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in fine with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 should' be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 _ gd COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS 3). Dimensions shall take precedent over scaled drawings. RIM BOARD ROOF (GROUND SNOW LOAD) PER NYS 301.6 EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION) 200 TOP PLATE TO precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, 2 - 16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. . TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4- 16d COMMON EA. SIDE NAIL NAILING SCHEDULE 6). The GeneralContractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: SEE GENERAL NOTE PAGE STUD TO24" FACE CHEDULE or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW S STUD attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and O.C. NAIL .:S m 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEAIDER TO 16" O.C. FACE FIRE PROTECTION y SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAIL SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE'TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC GEOGRAPHIC length adjustment factors in table 3.16. DESIGN CRITERIA 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7), INTERIOR SHEARWALL CONNECTIONS: FLOOR. FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when TEMP. REQUIRED HAZARDS 2). All footings to rest on undisturbed (virgin) soil. g p P NAIL NAIL LOAD (MPH) CATEGORY DEPTH interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DIESCRIPTIONQ QTY. SPACING NOTES .4.4.2 and 224 respectively. MODERATE SLIGHT TO 11 NONE 2 . . . 20 PSF 130 B SEVERE 3 FT. 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. 8), CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER 4- 8d COMMON JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4). Any new concrete walls being attached .c existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. SHEATHING LOCATION AT PANEL NOTES BLOCKING EACH TOE EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ b" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE SEE NOTES: 1 ( BOTH FIELDS) 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE d COMMON@ 4" O.0 8d COMMON @ 4" O.C.TRUSS 8SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON 8x16 cast iron foundation vent for every 150 sq. ft. of area. JOIST NAIL DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMONJOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR'TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATH I N 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12 dia. concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches O.C. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. p g STRUCTURAL PANEL Sd Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. I WFCM -SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: CEILING SHEATHING SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES - ). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIIPTION NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts where needed. QTY. SPACING ,4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12 SEE NOTES: 13BOTH FIELDS ( BOTH ) 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 5d COOLERS 10" O.0 . FIELD INTERIOR ZONE 8d COMMON openings. LVL headers to have (3) jack studs and (2) full length studs on each side of 6). Concrete piers shall be a minimum 6 above grade. @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall WALL SHEATHING: NOTES 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION and blocking where applicable. QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 5). All flush beams/headers to be installed with heavydutygalvinized hangers and 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 ) g the 4 foot edge zone attachment requirements shall g g PANELS 8d COMMON WFCM - SBC 1 . For wall sheathing within 4 feet of the corners, q anchors where applicable to all connecting joists. PLUMBING NOTES be used. 7/16" OSB 3" O.C. EDGE 6d COMMON 6). Double u floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD oors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code.y� g g p �� 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with GYPSUM 7 O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10" O.0 . FIELD 7). Provide 2 - 1-3/4"thick microlams ( height to match floor joists) around stairwell and/O 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted (typical). FLOOR SHEATHING: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate JOINT DESCIkIPTION 8). Dormers running up roof rafters are to be supported by double rafters on either side P bracing g and plates es to protect and secure the structure. Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. . 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufacture's recommendation for maximum hole size and spacing permitted where applicable unless otherwise noted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES I" OR LESS 8d COMMON,12" O.C. FIELD under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: as required by current NYS Residential Code-FIREBLOCKING REQUIRED Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as needed. THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be-provided in wood-frame construction in the following locations. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir equipment supplier. 1).levels.Concealed horizontal furred spaces shall also be fireblocked at Intervals not exceeding 10 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. plywood Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR ) 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech I ood subfloor p g g 2 .At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed shear capacities, nailing requirements for structural TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. ELECTRI CAL NOTES: members shall! be dREMOVE AND ADD ADDITIONAL FILL AS NEEDED. doubled, or alternate mate connectors,path. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be Used to load 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 17 LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. to have regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or 3). All electrical work to comply with 2014 NEC. to be reduced to] - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. L 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to �� �E be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. i l" � LIP �sr Via,..�• `}4 » d WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS • ENDWALL RAFTER CRIPPLE STUD WALL STUD o • I. BOTTOM PLATE o RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLIC ATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOC ATION USP NUMBER DESCRIPTION APPLIC ATION LOCATION JUSP NUMBER1 DESCRIPTION APPLIC ATION RAFTER SIZE USP NUMBER DESC RIPTION APPLIC ATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 21ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"' 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER ( ) FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN I r ` SIDEWALL FLASHING VENTILATION WOOD JOIST FOUNDATIONTOP PLATE B LOC KING FINISH WALL AND MOISTURE H 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC B ARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'O" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF �/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER' DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / AC TION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,' 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS ,' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALLpp pp --� _ ROOFING LAPS BASE ' FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING oo SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST TOP PLATE SIDE WALL FLASHING GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1 RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH FROM PEAK TO ALLOW FREE RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE,AIR PASSAGE SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD �— SUB FLOOR SILL GASKET WOOD JOISTS ' CONC. SLAB NEOPRENE V2x8 CONTINUOUS WOOD PLATE GASKET `� 2x6 TYP. CONC. FOUNDATION ( /� 6 MIL. POLY / DAMPPROOF EXTERIOR , 6MIL POLY ON EXTERIOR p V STEEL COLUMN V GRANULAR FILL ` ► ' �� ( /2 TE DIA. BOD TO ETSBEAM ®A 8'Wlo c. STAG. ° ' I ' `� , C D `r ^ / CONC. SLAB ° d ' ° d p D c°° n \ ROOF JACK 1��� `�.� , „ „ STEEL BEAM �• a n o �,.p ANCHOR BOLT EMBEDMENT: I I �. db eb ° V 1 COMPACT FILL ° POURED CONCRETE: 7" `� I 4" x1/4" x 8" STEEL A 'D, B LOC K WALL: 15" ROOFING LAPS �. TOP AND BOTTOM PLATE KEYWAY FOOTING D A ° �1 ^ 11 ° 4 ° FLASHING AT ,^ ` ' / ' e CONC. FTG. 'p Q'p G D' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP WITH 1 2' x 6" ANCHOR BOLT ` 1/2" GROUT 1 a o �•. ^ ^ : O ANCHOR BOLT CONNECTION (USP LBPS58 -OR BP583) p REINFORCING BARI I 3" STEEL COLUMN FOUNDATION 5/8" DIA, ANCHOR BOLT DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. TYPICAL CFOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL CONC. SLAB I SUB FLOOR 6X6 10/10 WWM DOOR FRAME GARAGE COMPACT FILL DOORJOIST I USE 2X8 STEEL BEAM FOR B LOC KOUT 4" SLAB P.T. PLATE W/ 6X6 WMM SLOPE ` 4"DRIVEWAY --- . NOTCH JOIST AND ADJUST HEIGHT • ' 1/2" AIR SPACE ° (WITH A NAILING PLATE IF NEEDED) Idift • AT END AND �• p ° ° o ° :< °° , ° TO BE APROX. 1/2" OR HIGHER THAN �,y5•p ES OF WOOD ,p ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE • G ADE ° "---c-""a"'"' �• BEAMS I D n D n (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) f 4 0 6X6 W.W.M. - - e - - -•+e - 12" D ' D o D p p O SUB FLOOR �G MIN. ,o n �'p �'p �'� NOTCIH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM s6 d NOTC IH EQUALS 1 4 DEPTH OF BEAM - D D ° D �— �_ % qy Sc X101 S T n REINFORCING BAR • A D ,� REINFORCING BAR ° ° o O n•D � � I I—I I DRAIN TILE No I o• — + d o — o i° SHEET METAL / 30# FELT UNDER BEAM AT POINT STEEL BEAM ��'/� O° ' O° 12" Q1 OF CONTACT WITH CONCRETE OR CONC. BLOCK _(T7_ _� i f. �;� �• ;'" " o•°. 3" PLATE (BOLTED TO BEAM) i' '�' tires TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARSGSHIMS TO LEVEL BEAM THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° A REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. •�,�, 3" MINIMUM BEARING SURFACE FOR WOOD BEAMzi 'q GARAGE DOOR BLOC KOUT Nt: o Ns BEAM POCKET