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HomeMy WebLinkAbout45605-Z ��o�OS�tfOt�l Town of Southold 2/14/2022 P.O.Box 1179 cm o _ 53095 Main Rd 4%6— Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42790 Date: 2/14/2022 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1162 N Bayview Road Ext., Southold SCTM#: 473889 Sec/Block/Lot: 78.-9-54.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/7/2020 pursuant to which Building Permit No. 45605 dated 12/28/2020 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: non-habitable,non-sleeping accessory garage with first floor half bath and second floor conditioned storage as applied for. The certificate is issued to Antonison,Gregory&Stephanie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1067 10/23/2021 ELECTRICAL CERTIFICATE NO. 45605 12/3/2021 PLUMBERS CERTIFICATION DATED 11/8/2021 a ari n lumbi Inc W. A rri ignature o�S-FF0141 TOWN OF SOUTHOLD BUILDING DEPARTMENT N x TOWN CLERK'S OFFICE oy � . 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 #: 45605 Date: 12/28/2020 Permission is hereby granted to: Antonison, Gregory 5 Barrell St East Northport, NY 11731 To: construct an accessory garage as applied for. At premises located at: 1162 N Bayview Road Ext., Southold SCTM #473889 Sec/Block/Lot# 78.-9-54.2 Pursuant to application dated 12/7/2020 and approved by the Building Inspector. To expire on 6/29/2022. Fees: ACCESSORY $318.40 CO-ACCESSORY BUILDING $50.00 tal: $368.40 Building 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. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings 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. For 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. 12 J z 010 New Construction: Old or Pre-existing Building: (check one Location of Property: E-)(A • House No. Street Hamlet Owner or Owners of Property: hrU Suffolk County Tax Map No 1000, Section Block Coq Lot 54, _Subdivision Filed Map. Lot: Permit No. �O s Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: �// (check one) Fee Submitted: $ �po • &Vm r Applicant Sign re al P �Z o�*of soveyol Town Hall Annex ~ O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Gregory Antonison Address: 1162 N Bayview Rd Ext city,Southold st: NY zip: 11971 Building Permit#: 45605 section: 78 Block: 9 Lot: 54.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: KV Electric License No: 3389ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 16 Ceiling Fixtures 3 Bath Exhaust Fan 1 Service 3 ph Hot Water Gas GFCI Recpt 3 Wall Fixtures 10 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 17 CO2 Detectors Sub Panel 100A A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect 2 AC Switches 10 4'LED Exit Fixtures Pump Other Equipment: Notes: Garage Inspector Signature: Date: December 3, 2021 S.Devlin-Cert Electrical Compliance Form / x 9 _:Mr..-.... - - mss... ......,.._...�...,..... _ .._..... a.--..-.,...,. _ Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179Rt , i Southold,NY 11971-0959 QO Li BUILDING DEPARTMENT TOWN OF SOUTHOLD �0V 12 2021 TOWN OF CER-TIFICAT-i-ON Date:__, 1-1/8/2021 = r Building Permit No. 45605 Owner: Antonison _ (Please print) Inc. ��c Plumber: Samaritan Plum bin__ 9° In._ __._....... w Qo•-�.� L4 0 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Pl ers Signature) - Sworn to before me this � _ day of 202 1 - -- -- - 7HOWS J.MoCAMY lary Pubb,Slate of Now York Suffolk Counly-No.SM790 Comm"sSion ExPI es November23,It ECMVE NotaryPublic, Suffolk- _, County - - Nov 1 2 2021 BUILDIRG DEPT. TOWN OF SOUTHOLD OE50UlyO # # TOWN-OF SOUTHOLD BUILDING DEPT. 7654802 INSPECTION [ FOUNDATION 1 ST n71 [ ] ROUGH PLBG. f _]--FOUNDATION 2ND i km [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE.&.CHIMNEY [ ] `FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: , l DATE q6 001 INSPECTOR of SO//l�o # TOWN OF SOUTHOLD BUILDING DEPT. `y�nu►m � 765-1802 INSPECTIO-N [ ] -FOUNDATION 1ST [ ] ROUGH PL13G. [ OUNDATION 2ND : , ` [ ,]` INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY = x` [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE°RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [. ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: A L4w_ � "I vp D(OV& �v ral4rl* DATE ` - INSPECTOR -H5-605- TOWN OF SOUTHOLD BUILDING DEPT. `yco765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ } FOUNDATION 2ND [ J INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY _[ ] FIRE;SAFETY INSPECTION [- ] FIRE RESISTANT CONSTRUCTION f ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: fl'1��4--moi �\Jf DATE 612,1 INSPECTOR - %fSOI/TyO6 y 5&0S f I &L / V" "BA -VIF vV � # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G: [ ] `FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING ( ] FINAL j ]' FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [� ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ (] CODE VIOLATION [ ] PRE C/O REMARKS: 0 e ..r' DATE ANSPECTOR ' lag Sol' 14 IN # # TOWN VF SOUTHOLD BUILDING EPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [, ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION `[ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ (] CODE VIOLATION [ ] PRE C/O REMARKS: DATE P INSPECTOR �o��pE SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. G Q �o`,y� ,,+� 765-1802 INSPEC P.ON [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Ao_1�� S ► 4n,kL A &"a ) , DATE 2 _ INSPECTOR UE 50U1y�� # # TOWN OF SOUTHOLD BUILDING DEPT. ' 765-1802 INSPECTION' [ ] FOUNDATION 1 ST [ ]- ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL `] FIREPLACE & CHIMNEY [ ] FIRE'SAFETY'INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 4"Ae-, �i DATE .INSPECTOR V' Of so f TOWN OF SOUTHOLD BUILDING-DEPT. °`y�ournr '' 765-1802 INSPECTION ] FOUNDATION 1 ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL �&Vatf [ } FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]' FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: c dz /? cla/ DATE 70 INSPECTOR . 'HUNTER INSULATION 67BEltod'.Strddt, Riverhead; NYllqOl (631) 283-412O February&2022 .115.' Anton'ison Res'N Road Southold WIVIOW RO To:Whorn' it M4y�tldhdern, This lst&lt&tlf: V that the 6bdy.bmdritioned OropertywasInsulated as follows: Qarg e,Ceiling,area and extenor:W IJ0-+/--Z 610sed.c011.foarnA48 with R-19:unfacedtotal R-" Interior daragp,p6iiin9 t'-O .4- closed foam A48, R=33 ufficed'totbl.11-5-1., Garage exterior M willsl+f_closed.cell:foam*-943with lk-1.1,un%tedtoul RwM. stairw-61 I walls "1345-kraft. , Sound b, h W 11 W-it i R-i11 unfaced, Windows with-Ty-tian window and dsaor pro gunIoam-'.. Pehettitiprit.caulk-b6l 136.fke 6p/draft;sealant'. 'Sincerely i V Ls; 11 i FEB 1 0 2022 Kenhdth Beauner 7T. Over Five Decades of Quality and Service Building Envelope and DUO Tightness Report 201.81E as"amended`by th.6'.2020 NeW York State Supplement,sections 4.02.4.1.2 and 405.3.4 Address of T6st 116.2-N.Bayview:Road,Southold NY 11071 Test.Pat_e 2/3/2022 Building Pokinit4i.45G05-GarAgo.Test l€1 CoinpliancePathw,4y P 7_5 V, 41'5 94 Test Cdri�pkted ChAstopher Silva Q S,1,4.9T RaterM 9 P . Hbine Mi6rgy.&I t Fli , 'NATE ID 187,East.Math SU, 6 ICCID# Y 11743 FEB 1 0 2022 BPz _631 673 066.4 7,777,77,777 71— C N V.,Cay; ' -; < Y%loun Cikula#,on- if.. EM., Area 3LOIUM 0:6_@6 4b on one . asement -.Basement 0. 11tondiiioned.-tram'spato Qea 'Aftic. led: 4 44hetonciftioned fluor areaof WOn Is calculated j 6 3ed accordance with -ANSI Z-765j*.except:that-coAd,t6npd'fioor Attkd hqJg'ht1sje'ss:,than 5.�. U, 0.0 Total yoluthe 5376 CRMa C v Post:Construction;' UO ea 90 :Duct Lpdatt6n 116orArea, tealiage .CFK,@,'2Spa �CFMAOO fl!CM Codbic'o%p- Otlet Lota.00*n Floor.Area Leakage CFM @25pa. CFMlOO ftp CFA Code Compliancei *s,tem-,& Duct Location Floor.Area Leakage CFM @,25pa, CFM1100 ft?.CFA Code Compliance:. All building envelope tightihm testing has been-verified using instruments and procedures specified in ASTM E1827 as'required by 2018 IECC as amended by the'2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verifled'Efs required.by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. Signature: Date: 113/2022 CIbristo"Oher Silvia',Home Energy Solutions t Envelope Leakage Test Testing Company: Technician: Name: Home Energy:Solutions Name: Daniel Gonzalez- Address: 187 E Main Street Credentials: ,ktMiHT RFI`LXI,I NK Huntington , NY 11743' Email, gdlamay3:@gma►1 com: Phone:631=673=066.4: Buildl,n_g jpformation; Customer:Information: Pioject ID 1.1.62 N Bayview:Rd Southold' Name-- Address- ame:Address: :Addtess: Geo Tag°Data:, Latitude; :Longitude; Timestamp Measured Leakage: 7'18,:3 CFM50 UWD: Actual Garage: Purpose of lest RESNET Multi-Pt Env;Leakage Measured:ACH50: 0 00 I+I t 9p/ Effective Leakage Area;;33 7 in? wilding Volume: 0.01e. Enclosure.Surface Area:O.Q ftZ 'Cod fF►cient:(C): :441 (+l 50:9- Eitponerit Cgrrelaton Coefficient; 0;9951. Test.Standard:. RESNET380-.Multi=Point; Test,Made Depressurize Test Gharacteristies IndoorTernpi-.65:°F Outdoor Temp.'30.'T -Altitude: 100 0 ft Time Average Peridd 10 seconds_ Test Date;and Time. 2022.02 0311.x3410' 5.00 X700 ®'Repressucze 600 ' 500` 400 Y J 300 rn _C -o. 200 m 100 4 5 6' 7 8' 91'b. 20 30 40 50 60 7o Building Pressure(Pa) i 'Envelope Leakage Test Test Readings: Taraet Bdg_(Ea) Ad' Fan (Ea) Flow-(cf—m). Con4ig Basel rip -0.3 L60..0 -66.3 -80.0, -228.4 894.8 Ring.B 191;8 :820,5 Ring & OaG5,- 0.1. -466�.7 7651.4 Ring B: 45.6 62; 147.6 720.6 Ring _4 AM :402' t&j.: 666.5 Ring.B Flow Device: Modelll-110-V Fein P,rbgsuro- -060 OSMM k.5214: calibtaffoin'Date' !2020401r-23 iaftons.ftorn: o None: Coriirnents Report by'TEC:Auto:Test 0),.6 2021 The Energy Pdriservator Page 2 o i i I wilding'Envelope and Duct Tightness :Report 2018 IECC as amended by the 2020 New Yorl[State Supplement,sections 482.4.1,1 and 403.3.4 Addres o£Test 1.162 N.Bayview:Road,Southold NY 11971 Test Date 2/3/2022 Bu ld>ig Permit#; 455665-Gnrnge Test#2- F;-- ( ompliance:PatUYi!ay Performance_ Fst C53 ompleted by; :Chri'stopherily s���� v SNET Rater;ID# 4150294 Home Energy So1u n NATEID# 187 Fast Mail Str t ;ICC ID# FEB 1 0 2022 Huntington,NY 11743 631=61M664 •BuiId><n:z.EnyeloAe Tightness ;�,:,;.,-;'.� �:s{= ���; - Volume•;Calcnlation:: Checkf'. EIoOr Area Volume Contlitionetlaiasement' Basemenf 0, n-Conditioned Crawl.Space 1 U ❑Sealed%1tfic end. *The.condkibned floorarea of dwelhn 'is ealculated;lri 2: g 3�d 0 accordance wlth-ANSI 2765;except that conditioned floor Attic 0 fe': a,' Ludes areas.where the tioiling heightis li ss,than 5 Total Volume 5376' CFIvi @SO';pa 5$0 Air clianges/hr@514' �/ Code Compliance: /A_... h.uct:Ti ghtness: Post Constiructon T _ `.' otal�?uct L age. Systew ]�. DuctLocation Floor::Area.... .. Lealtage CFM a@ 25pal CF1V1/100`,ftz CEA: Code Compliance: System-2 Duct Location. Floor Area ` Leakage CFM Q 25pa� CFM/hOQ, -ftz:CFA Code Compliance:. System-3: _ Duct Location Floor Area Leakage CFM @ 25paCFM/100 ftZ CFA Code Compliance: All building envelope tightiness testing has been verified using,instruments and procedures specified In ASTM E1827 as required by 2018 IECC.as amended by the 2020 New York State Supplement,section 402:4.1.2;'The building duct.and plenum system has been Verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. Signature: f.�'�'_ '`�- � ;;++. „- Date: 2/3/2022. Christop er Silvia,Rome Energy Solutions Envelope Leakage-Test. Testing Company: Technician: Name:, Home,Energy-Solutions-, Name: Daniel Gonzalez Address:. 187 :Main Street: Credentials: RESNET RFI LX11NK Huntington NY 11743 Email: gdlam.ay0ggmajl.com Phone:631-673-.0664 i3u11di.ng Information: Cu..stomee`Information[: Project ID 1162 N:Baywtew Rd Southold; 'Name;; Address;, :Address: Geo Tag-Data;': Latitude: 'L-ongitude:° Timestamp Measured Leakage. 550.0 CFiltl50.' Test ID; Actual,Garage Retest Purpose 01.,sf; RESNET- Malti-Pt, nv, Leakage Measuretl ACH50 0 OQ(+1 TM/qEffective Leakage Area,25:3 inz Building Volume: 0 O'ft3 Enclosure Surface Area;,0 0 fry Coeffictenfi(C) 32 8(+/ 25.0°IQ): EXponeht(n).0,7200.064) Correlation Caefficierf 0:99883:: Test Standard° RESNET 380`.-Multi-Poinf Test Mode;Depressurize Test Characteristics:' Indoor Temp:60°F OutdoorTemp.-30'F ,Altitude 5Q.Q ft Tme Auerage:Period;10 seconds 'Test Date:and Time 2022=02-03,12 07:02 80&- 700 00:700 { fioo g Depressurize:: � 500 ....: . .. :.. :::_,. .` • .. 300. E i ami c 200, -5' M, 80C __._.. . _ .:__ _ 4 ;5 6 7 8 91`0 20 30: 40 :50 60 70 Building:PressOre(Pa) Envielope Le6kage Test Test Readings: Target(Pal) Bldg_ AdjRldg a . ja-) Fan(PadE–IO—W(Cfm) Q�g' Baseline -60.10 -60.2 31.4 680,3 Ring:B 55;0. -.55.2 -54.9 All.'s 628.1 RingO -50.0. -49:9 49.6, ;97"2 585.9 Rin'g B 4A -82 .3 .45'0. -4.4.6 -44,4. -82:5 54...0Riho B 401.0 -39.7 -71.5 503.2 Ring ff. Tesf(Equipment; nit! ,Flow Deuce Model 311OV Fa Preis"t u're' ,.Ga­uge, .DGI 000 Setial 4:521:4 'Q4librdoq baie:2Q20 0:1-23 boviIt..iions 10.omStand atd:: R None :Comments: .'None Repcirt b :T,EC-Auto-fest l.AO('2' 1'. 2Q21 The,ftbe y CohE�bNbtdiry, Inc. y 'Page 2 of.,2. ow, a r I � t 2 A( 8 tIs 6k ��Ay 4k 1 M1 IIS I ti � . t ��� ,; �� � _ � �� ���� .� � � J �-: ._����J _�. � d�y.',. � r+ 1 f ,p .. �;p,. ps ..sem"".A'� � �" �.�� /'r i; 3 t.. _ . d� . _� ��� .�.1 � ' .� • �� T � � , � � ',� '� � ye a /` .�� 3M � _ ��'•. x� J - � , , �,A � � T � � � �� ,, ! � � �` .'� ��.'� ~ten i I I w ^i 1 Ile. I i I w i < . . . r . z �y /: ■ � ^ ~^ ± « . / ,a � or l . � - � �x get w T I r , s � - .n Dl OV, a y c a j .r, F - 1T p"rM4 r R .. „�� ,�_ ,;. n_ m r _ . . . -- ,�- _ �_: �� � ; � . '� �ar •� 1 � r r�,� ` � ,. - 1 ,�� F e t ? �` b •- ,/ `� �+" } � f". zr n �� `', j.. �, � . r, « m » �y� /\�w. 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TOWN HALL Board of Health SOUTHOLD,NY 11971 4'setsof Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ��Q� Survey Southoldtownny.gov PERMIT NO. Check' Septic Form •N.Y.&D.E.C. Trustees ,� C.O.Application �� rt i l v � Flood Permit Examined 20 r � Single&Separate Truss Identification Form E - ZOZO Storm-Water Assessment Form C� Contact: e AMP Architecture, PLLC Mail to: �. Approved 20le Rd JLUIJ Disapproved a/c Phone: Expiration ,20 Building-Inspector - - - -" APPLICATION FOR BUILDING PERMIT DateD�eCe�,1-��r �- ,.20 20. INSTRUCTIONS a:This application-MUST"be completely filled in by typewriter or in ink and submitted to-the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premis6','relationship to•adjoiniiig 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 o- f a Building Permit pursuanfto the- Building heBuilding 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 porporation) .Ic) (Mailing address of applicant); State w, ether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber.or builder Name of owner of premises C'I CCC, cx n cA sN t:) (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. . Other Trade's License No. 1. Location of land on which proposed work will be done: 11(_o L �j i6n, 1 V f e-W P House Number Street`j Hamlet County Tax Map No. 1000 Section Block 9 Lot ��• Z I Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy -ncc oy b. Intended use and occupancy C nc 3. Nature of work(check which applicable):New Building �� Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage; number of1dar's 6. If business;commercial'0'f'mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front QLC _­Rear n�o, Depth n�C( Height Number of Stories I(� 1 H ,75 Dimensions of same structure with alterations or additions: Front I y , 3 Rear Depth . Height 'I"� ��: Number of Stories 8. Dimensions of entire pew construction:,Front -t ,�Rear Depth Height 1 q, (::� Number of Stories r, ' 9. Size of lot:Front. , 3y I Rear 191 P y Depth J00 } 10. Date of Purchase Name of Former Owner I L,Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law, ordinance or;regulation? YES . NO X 13. Will lot be re-graded?YES NO /\Will excess fill be'removed from premises?YES NO . �aria 8�e Yc��re 14.Names of Owner of premisesc�r ,F`ryy nr:-,o-, Address I Ung U Q,,ivti ec,,,RA.456•Phone No. Name of Architect I c3 Address io-4-,a r��n'�i�n l�k yZA• Phone No S 1 to-21,1-b)U Name of U6t itractor Address Phone No. P . 15 a. Is this property within 100 feet of a tidal wetland or a freshwater.wetland? *YES NO ; * IF YES, SOUTHOLD TOWNTRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.. b. Is this property within 300 feet of a tidal wetland? * YES NO . * 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 elevatiomat 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-1\ * IF YES,PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY OF--' %2 - C--r" Ce-s .P( being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the-said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and-belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before met '7 day of ee­n,6-*-r 20 310 of If G? BARBARA H. TANDq� Notary Public Notary Public, State Of Newrk Signatur Applicant No. 01 TA6086001 Qualified In Suffolk County Commission Expires 01/13/20 FFQ Scott A. Russell ,��°Su ��� ST01KIMMAT]E K SUPERVISOR MA NA(G IEM]E1NT z SOUTHOLD TOWN HALL-P.O.Box 1179 � A 53095 Main Road-SOUTHOLD,NEWYORK 11971 Town of.Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) 1 DOLES THIS PROJECT INVOLVE ANY OF THE IFOLLOWINO. Yes No (CHECK ALL THAT APPLY) ❑EA. Clearing, grubbing, grading or stripping of land which affects more I than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material j within any parcel or any contiguous area. 4 ❑C C. Site preparation on slopes which exceed 10 feet vertical rise to 1100 feet of horizontal distance. ❑ D. Site preparation,within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ 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. I 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. #: I OOO Date District NAME: IrCh I�QC c � 5— �.ind I i Section Block Lot � I I �`�� � I ^ 01f(_ FOR BUILDING DEPARTMENT USE ONLY**** Contact Information: (5 �� Q y _Q I �� _ 70Vh—Numbed j Reviewed By: l I i I Date: IProperty Address/Location of Construction Work: r f — — — — — — — — — — — — — — — — ` {� Approved for processing Building Permit. l (Or� \'0 n Qu�C(l) i Cd . P�4 - fff ® Stormwater Management Control Plan Not Required. S�Cwll — — — — — — — — — — — — — — — — lkho1 c� , �1 A E Stormwater Management Control Plan is Required. El (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 r D ILDING DEPARTMENT-Electrical Inspector O � , JUL 1 202 TOWN OF SOUTHOLD x OpT wn Hall Annex - 54375 Main Road - PO Box 1179 B�� Southold, New York 11971-0959 • � b� ,�-� Q ele hone 631 765-1802 - FAX 631 765-9502 rogerr@southoldtownnygov_!!!_seandAsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date_: 7/15/2021 KV Electric, Inc. Company Name: _ Name: Kenneth Vaughn License.No.: 3389 email: kvelectricinc@gmail.com Address: 405 Central Avenue,Bohemia;NY 11716 Phone No.: 631-724-4758 JOB SITE INFORMATION (All Information Required) Name: McCarthy Management, Inc. Address: 1162N.Bayview Road Ext.,Southold, NY 11971 Cross Street: Cedar Drive Phone No.: 631-765-5815 Bldg.Permit#: 45605 email: tmccarthy.tmccarthy@gmaii.com Tax Map District: 1000 -__Section: 78 -_ __-_ _ Block: . -9_ Lot:. 54.2 BRIEF DESCRIPTION OF WORK (Please Print Clearly). Garage electric Circle All That Apply: Is job ready for inspection?: YESNO Rough In- Final Do you,need a Temp Certificate?: YES is O Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: __ _A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect-.Service Reconnected- Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service. �•-' Additional Informatiori -- - - - ---- - - -- _ JUL 15 2021 PAYMENT DUE WITH-APPLICATION BI-711MING DFP-r'. Request for Inspection FormAs - -F tiff Town Hall Annex �«�® �� Telephone(631)765-1802 54375 Main Road :o Fax(631)765-9502 P.O.Box 1179 to _ Southold, NY 11971-0959 +*r y �' a BUILDING DEPARTMENT s NOTICE OF-UTILIZATION OF TRUSS TYPEICONSTRUCTION,',PRE-ENGINEERED' - .WOOD CONSTRUCTION AND/.OR TIMBER CONSTRUCTION_ - ' Date:, Owner: _�����)Vvl i C' 00.6- 6rpc)4 nJ±LiSom 9 Location of Property: - 11(00_- A_ _ 9d 1 �x Please take notice that the (check applicable line): New commercial or residential structure ( I(,ro,C Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): . Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line):: Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: -'Yl_i? _ rc h Name (person submitting this form):..T�r. nCe&n _ i?,rP Qino _ Capacity(check applicable line): Owner o Owner representative TrussReg15.docx Effective 1/1/2015 McCAIit'I' Y MANAGE 9M, INC. - ® - . • 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 ; DATE - JOB NO., (631) 7655-5815 FAX (631) 765-5816 ATTEN ON ti TO L) E y lD F ' .x ^ , �[ CQoZt o WE ARE SENDING YOU .❑ Attached"" ❑.Under separate cover via the following items: 0 Shop,•drawings ., ❑ Prints ❑ Plans 0 Samples. ❑.,Specifications 0 Copy of;letter ❑ .Change order ❑ COPIES • DESCRIPTIOp In t4 THESE ARE TRANSMITTED-as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. MCCARTHY MAMAGEMEIVT,;NC. LETTER OF 46520 COUNTY ROAD 48 SOUTHOLD,'NY ..11971 �� tQ x DATE JOB NO s 1631) 765-5815 FAX (631) 765 5816 A,rENTfoN $` ti .I 3 ' s 7 t ' l o V1/E ARE SENDING YOU ©°Attached Under separate cover vja the following items S f � s .. p ❑ Shop drawings _ 7 Pants ❑ Plans ❑x Samples 4 Cl Spec�f�catiarts s ❑ Copy of letter GI Ghange order ❑ 3 s COPIES • DESCRIPTION CCL I e41 THESE ARE TRANSMITTED as checked below: ❑ For-approval ❑ Approved as submitted. ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS 2 2021 BUILDING DEPT. COPY TO SIGNED: H enclosures are not as noted,kindly notify us at once. Bunch, Connie From: ruthie.love@thomasjmccarthy.com Sent: Tuesday, December 28, 2021 9:16 AM To: Bunch, Connie Subject: Permit#45605 1162 north bayview rd Attachments: IMG_1206.JPEG; Untitled attachment 02419.txt; IMG_1207.JPEG; Untitled attachment 02422.txt; IMG_1208.JPEG; Untitled attachment 02425.txt Good Morning Connie, These are the last items needed for the C.O. -Thank you, Ruthie Love Office Manager McCarthy Management, Inc. 46520 County Road 48 Southold, NY 11971 631-765-5815 (o) 631-765-5816(f) -----Original Message----- From:Tom Mccarthy<tmccarthy.tmccarthy@gmail.com> Sent: Monday, December 27, 20217:30 PM To: Ruthie Love<ruthie.love @thomasjmccarthy.com> Subject: 1162 north bayview rd Please send to John jarski He is waiting on these for the issuance of the co for Antonison ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. Bunch, Connie From: ruthie.love@thomasjmccarthy.com Sent: Friday,January 21, 2022 1:50 PM To: Bunch, Connie Subject: Permit#45605 Attachments: IMG_1223.JPEG; IMG_1224.JPEG; IMG_1225.JPEG; IMG_1228.JPEG Hey Connie The two things John required are done. See attached photos. Please let me know when CO is ready for pickup. Thank you, Ruthie Love Office Manager McCarthy Management, Inc. 46520 County Road 48 Southold, NY 11971 631-765-5815 (o) 631-765-5816 (f) -----Original Message----- From: Ruthie Love<ruthie.love1963@gmail.com> Sent: Friday,January 21, 2022 1:05 PM To: Ruthie Love<ruthie.love @thomasjmccarthy.com> Subject: ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Bunch, Connie From: ruthie.love@thomasjmccarthy.com Sent: Thursday, February 10, 2022 9:19 AM To: Bunch, Connie Subject: Permit#45605 Attachments: Blower door test#1.pdf, Blower door test#2.pdf, Insulation & caulking photos.pdf, Insulation Certification.pdf Hey Connie, Attached are the necessary requirements for the C.O. Please let me know when the CO is ready for pick up. Have a great day!! .T fianA lquhiie ,Caue Unice AfamujeA Y McCarthy Management,Inc. 46520 County Road 48 Southold,NY 11971 631-765-5815(o) 631-765-5816(1) ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 AGCE5SORY STRUCTURE_.REG7UIRENIENTS _ A/ O REWIRED F-4ST. PROPOSED coN�LIEr. i 50DH5 REF. NO. '` g CLL �F3 MAXIMUM HEIGNT �' WA 21' Yes i - #RIO-la-0053 TIL/ _ W Z m ,wg02N>Q MINIMUM SIDE YARD 2010' WA 20.01 YE9 } Fo3aga MINIKH REAR YARD 15.01 WA 97.01 YES C j �'�/.S�' • i a E w 9 m MAX—ARE FOOTAGE 1200 S.P. WA 844D SF. YEE, � � o/ } ' 8� �`�� O � Q W ~C O - _ ,oF � Pp T/ONR O RZz EL= QS Lor GovERa6E O � 510' /) ;=a=aOm J DE5GRPFION LONr) 16 LOT EST HOLE DATA wOw COV3tAGE FROM SUBDV510N MAP W.I., 0 W 90.000 a �¢GN zo,OHa- TOTAL LOT AREA y.s' O \ � :-Zs ExsN6 NOOSE 11510.6 SF. 4.4% 0 mmz -- y o a r OL Mx 540 / /1 FUTURE Q 1/ o w cs z=v EXIsTINS DECK 9543 SF. 12% AND LOAM EXISTNS SCREEN-ROOM 16410 5F. Ob% I � / POOL DW O Z Q x w _ \� V Ow OQZR1 PROPOSED DETACH GARAF.aE/ /� % I I L \ \ w H=- LL i 3 G POOL HOUSE 849D S.F. 29% :6G BPOIW CLAYEY _ r^ O / / ¢ Z TOTAL AREA OF ALL STRUCTURES 2689D SF. 8.4% WO 9G Zv / 8��. % ` `\OO. �.� 'a i ui G a a --MA7aKN LOT COVERAISE ALLOYED-20% 6' ![/� / ; :��' qI �\ A _n¢¢pa B w p� a � s W-- �-S J � �.. 8'DIA. `� x w w=o 0 ' V'iPROR'x 4' xap =v¢¢a a ALE mRoM PRO-WT/ZONIN6 DATA ,. ,:: FINE SAW OF Q / i� ! J� I ON i DEEP /=\ EL= 30 TAX MAP• I000-'18-04-543 Ir — - / - --- - �� // F E WIST 43.5 ZONING DISTRICT Rao NC Water lines must be ins ected by the / f p""� LOT A� o:I ACS '" PSAND SM Suffolk County Dept.of Health Services. ;SILTY11 �Xso. /ck 5 89 DIA. /S IR CELLAR / FEMA FLOOD ZONEx Is1 — Call(631)852-5754,48 hours in / AQUI V. r. / HETLANDS DISTRICT NO WA advance,to schedule.inspection(s). o rr a _ %/ iN•PITCH �Jy RETAINING / C,SEPTIC u iWALLS / DEG DISTRICT NO WA BROM / NI� Sp F,� /ST EXIST.ROUSE - / - rmx sAw OF / �SININ6 OCr10N k 5 BEDROOMS �Y l01 DIE �000s GAL S.T. / FFL .5, O (U a'DIA x 16'VEEP L.P. SITE LAYOUT HrnEs1 Ory /4�' (NOT PART OF I• THIS 15 AN A�ITEGTS SITE M-AN rrUIWEYOR. THE INPORMAnoN •150014,11ERM NO / ° FILING LP ) O SUELSOT TO VERIFICATION BY A LIGETISED � � THIS FILIN S/� REPRESENTED ON THIS SITE PLAN 15 TO THE 2. OF 101OHLEPSE. BEST w0 \ %Y SOP, FRO AR U BY. DATED 5-24-21 AND / \3 6qpA LAND R RVCY• INNS,PLLG [ O' �57.0 � : �T/ O,�T r WOOD E6RE55 22.0' ST LLE 5 POBOX 159 _._....__._._.._......_............................__..—..--__._......._.__............... ......s:m,:u v mi._.._._.. /'�.) L o. O AGU®O&A N.Y.11491 ' 1/ .:m �,E OR -� EL- �.o IN' 1 srooP W W / TELEPHONE.(690 296 1508 n:a nuc va.mr a..+�— cw - I�PROPA W 5 X51.0 RET NING /O• I pW i 6 / WALLS ��J•' DIA. DEEP l 0 PAIL. 'IC F O x 8' / v JJ D EL DEEP /01�, -rF CO 45.4' CWi � a 1;3 / /N/Sr O (A U A• u. c ro w wE \` 0.1(AJ-4 CLEANOUT DETAIL FOR AREAS NOT iUBJEC TO'fEXICUTAR TRAFFlC ," O\V_ 0 �\ RI AL HEN•ALTERNA E A IS FOR BENDS.ALTERIATE'R IS FOR USE MTN=FXT1lSIGN/CCNNECTI9Y `� "" /[/� ��/ In k TYP I GAL G.O. DETAIL OR.YNELL/DRAINASE STRUCTURE NOTE ` / 0 A MINIMUM 10'SEPARATION 15. \� sT• / Q� SCALE: NTS LINE RTER�P:LNEENf�I�VICE `� �I r �ExIST) - - I AND THE ED6E OF ALL I `�� GW '''. •�I # s ` , s '* >IM'� 'gi� : STORMWATER DRAINAGE LEACHING STRUCTURES ORAINASE/PIPIN6 NOTE. \ ' g s A'MINIKIM W SEPARATION 15 L/�U {j ,,_�-{ r t ap;,_I{ II'•^ r - ;:* REQUIRED BETI�EEN WATER SERVICE Ip�� �C/ GNCIN •O�/ O Ol LINE/LATERALS/MAINS AND THE EDGE V8 NG - t"1 ., c r • c OF ALL STORMWATER DRAINASe LIG USES EL= N LU w rl NON-LEACHING STRUCTURES ANDJgjp 40.5' >- { z "" �4 .' ASSOCIATED PIPING. a '-' ,, JUL.I Q / N = S Z SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES I—qt Q m SUBJECT PROPERTY Z (5 z o tg, J M PERMIT FOR APPROVAL OF CONSTRUCTION FORA $TjJ ,� Qa j)�+,p'I', Q � 4 f 9.®�l�Tl''? �i' Tj B r �tLl� 0 EA '� j N Garage only N =< 's PROPOSED NEOF W LINE FROM --- -- - - v f c o g '' b GARAGE TO MAIN HOUSE.SEE PLAN `5O0'OF ETLAN S,NOT RATE WTNIN /�� d '§ =' F g' ' . a .POR DETAILS. 9001 oP YETI-ATm9 ALm/OR HATER DATE.. E F. 1 Y O.._ I Z '4Rr+,' ' b T'(3 ` .§F ' t; M t; 2.PROPOSED FLEW HASTE LINE FROM 2.nHte SHALL Be A LENGTH aP CAST-IRON 7/3121 R-21-1067 . -x :1' ';„ y .I< , L GARAOC TO MAIN NOU9E.5@ PLAN SEIMIR UNE EXTENDED TH ROUGM THE �tED q a FOUImATION TO A POINT A MN.OF 2' T a ..• , FOR DETAILS. r Yorro THE FOU VATION WALL. APPROVED R� _ _ C '1 •' ,J. ITT ( 9.ALL HOSE CONNECTIONS SHALL BE PROVIDED YOTHH A CLEAN-=AT THE FAce441 TOTAL MAXIMUM BEDROOMS 0 j2 oFnEpJ A1Ns EXPIRES THREE YEARS FROM DATE OF APPROVAL -r CV u o I *:_ GV dy{ 'a ..ice aY _ `fi - atl71 - ` '+ ' PROPOSED SITE PLAN; i r A"ASS Rr STRUGTUIQ RCCA!' YllT MM SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES A a 5_ APPROVAL OF CONSTRUCTED WORKS FOR r Y Q o x I11152mw oaer. rParu11m � �••^•• GARAGE ONLY 5CiDH5 REF. NO. ,, a =3 0 #RIO-ILI-0053 /j oZ„ MAXIP-W NOMW 22' WA 21' YG6 7tY732t a_ ^•••R-zi.ios� I /7 Date H.S.Ref No I MNMIM 6176 YAIV 200 WA 200 "m I m a a g The sewage disposal and water supply faci!&s at this location have been j �/ ,/ o¢3 m*o 14KMM INEW YAIttD IDC WA DTO' YPD inspected andlor certYred by Ibis Department or other agences and found /�w.S)' =a F .4a u, to be satisfactory FORA F.WXIIAUM 017_0 BEDROOMS. ��„?, ; C(� ` ', J Q=0X,pLL MAX.D6MAM r00rAPe 1200 PAr. WA bMD Sr. Ym /(^�1e•.,(' M 8{� / �D F O w¢3 a LL 0 rf" _'J/ `� !O\� 'r/ o+� O Z W,p y�j raj Q CRAIG KNEPPER,PE_CIftEF �% O D a Z Z.olWastea:alar 0.9anagemenl ELS 1 b OAC)- Q Q o Z. LOT GOVpeA6L / 51.0' I \ IN o i a¢ w. ■Lor TCf HOIr DATA •�} 1 \ �`/ / 6 W w O O OI25010"ON(A001TRINTJ A00� OOVGl16G- fRORI PImIVIdON MAr ,,,���///d / TT `�` G/• Use �/� p 2 m 1=N y 7DrAL LOT AItSA OoO . .�/ / i ` - ln-0 EXHIP"HOIAG I OA or. 4.44 so \ Q W z a p y exhyrm OL96K 9!642 Or. 1211 0. ANP ew / i `�� CO• $ o I$o a}w Td6 6r. O P 1 rcoQ�<0u' mam INSIIIS F7GyKAF 6MI� DMa 8,R as% r. ON"4Am n / I' p�Dy1 z 3 a awso � !/j / r acw —WOOMM Lor 401FelMr ALLO1m-WS r — \ i .Nr` + IQ `\�O I `; a w¢v W i o . wz�¢=ccxiw 4 PALO SlOYN 1 r I DOW \ 'x-V Q Q a 4 S A PALO Fft% LT/WNW DATA Fns DAM ` T,' FJ;e. TAX MAr• 1000-9}0q-0i2 + TI 435",�� x + ZOIOKD DIDItl10T R-40 W. + q.,_� / 2' Lor ARSII ON AcRim sm Poo, K � �' /6,t� �11MIN 4' � raweAMOK l /�\• re44 nOW Zofe x w r IRflN MIN WrAPImi6 ilRAICe D16TRIGT NO WA / / SANITARY,' PITC 4 / pec Dmnucr e0 WA rA�Idea« �NNECTION% 4•.19 — I. EXIST.HOUSE roe wlt7 / \ 2 5TRY. 6 pmmom vm / 4'CLEM MITT� 5 BEDROOMS ,t Ia DIA.2000 PAL. ,,, To CRAVEto— FFL 4-is G• N6'dA,x Ie'0� / AN Awr,�ne 75 erre FLAK 4 m AV �s k x c>�• (NOT PART PIll OR 7R!IMGIOAAT10VrIlA 1_10311l1m 4:414am O THIS PILING ) b 0. - 1FalQaefrl6a oN Tt+m txre F.Ax m ro tIe � / Ay 2Pufter Pertls lDaOVlTrFaOrKI1w40 OWARleF 0 PMrANWNZNNr PLL L4?rOFiK 1 Ato °��/ A� � O / PteSI/®eK ro eueveroKa ruz /N; / s�R rL Q 22.0 .42D' Ty�� n Aq�001G KY.IN51 _....._.—_....�-.—.—.---....-----.....__.....__..__...__...._.._..._..._..... -^cT D1 Tesaaes(WO ae 1166 E,=„s c; x cu° / �A . V / 3' YKA�s ELM43. 11 T o 6 N 46.F O 11^- '� ,�_�.. y"�.CiS Ll•� �� d !'V _\ n o Q� O oK'���{{{/����/V• - }— n, 1. x�ng va a rn.ci io v� a.0 IMAI-�G __... `� &DIA.DRY 0 `�/ LJL`JJ �Q� +y.¢5.+iux S,-0;QIID;til[RNT'V b rGP.:ff YIPI BL"C.Q7:NSKALCpu+L•R pY �� MGL O'DIA /jam �`S (! x 4' '•J �� 'TYP I CAL G.O. DETAIL DRYYCIJDRAI e,Rucnlr� - / g>✓1LD00'0-fVAOLD EPT A 100 Mr. I _ / SCALE' NTS REWIRED ®OL•TMda1 YVA72R SERVICE � } 'EAST, MOM AND TM BASE OF ALL 70WWA7ell DRAINA'SC LEAGFNN6 '21 TURES0 8 �//F AVRAINASAKNIMLIM 'IPMD NOT I MG�� 2p`� ' r•I j -• ,':•t. ...y, _ A MINIMUM D'9�ARATION 19 D J. O O ti �� «�, d.� � � ' RaG1JIR®�TY'�l MIMt'R PCNIGC �� lN •�O/ � � O � OT _ INeM18iN..4MAIN9 AND'1F{t�O!' fk :• ALL STGrA'D"IATCtI DRNNAG= L/C/ � `� ELo N Lm W epi N8 6TRUGTIIRG'3 AND "W�p 40,5' s p ;* s - •t ATm PIPING. z Q Z vz 6 SUBJECT PROPERTY a j Q N I.- 0 o O Eh Fi ei _j N �s x " 1 'c t 1 *' + >I . _yam" 1 IT tg, ;; >�1Gra"�. ,1Y.7 r1to m"NOr L06AIW M1HN �. it 'z x h '4b' *-� r, f -ro�- h cap= L PROVIDN6 IL AD-BUILT FAM Or 1100'OP MMTLAND6 AM/opt NA701 O a u x r K%Tal LIF!FROM d Am TO wAnK ' A ,• - '�'�' FIOII!LQ'1'LAN MR F7erALD. i TfCQ!eF'.ALL ee A LI7'1lPI Q CAPT-01011 h§ t` 1 rPavmrt6 ADm 7m -0IIILT MI'Pne LR! 019,101t PATIK To A�PaFIPTAi�K QP.m ,EDA a 11lOM alwAee TD MAM N0.S.'.S �.'1'mo THE rOupATM WLL R a', -fi ` t 4 Y p� i- 4 f,�.{{ ` t j*� g: r "`az -.,ted N:.. FJtI!'QI DIrALLe. D.ALL FIaL9.l GONl7r:TI0NS'.AIALL PC M. y i ,. tom,r-Rt>r �jtYd "Y.> e F1W10.90 NTN A GP_&*CW AT TM PAC! �y a a ,� ar M Ellazoo E_ 9.374 ft SITE- PLAN PLAN 9TFOFNE�yo a. AERIAL PHOTOtl) SGAL.E' I'-0" =30'-0" W W SCALE' NTS a L� =l GENERAL SYMBOL KEY: o< Omna TO mom ra■owna+►wi BRED A ti Q Z Z -�� mm wood PRA*! - _ �`f/Q\5 <M. ZFo a 3 g m 0, Z a O w w Q 9T X37405yQ� o FQFAIE`� 0.. —08 OI W O W¢ Oa RZa S(�9 W y N Z}U O w O QZ N LLw40 O„ wr�LLz3a G N�mo1-a1¢�'W gum.O O JAW N 1W-W W d d¢F¢W F � NNSSI-SN Q 1 Q S 1-A• TY 25'-2' 24'-0' 0'-2 I VA RETAINING RETAINING TO WALL TO STEP I I I I I I I STEP DOWN 6.50 FOR _ ———————J • I I I-1-17 —— DOWN 6S EVERY 12" ' FLAT ROOF FOR EVERY 12" HORIZONTAL HORIZONTALLY '—O" '-0' 5KYLIGHT5 I P e Pi 1 1 GARAGE F— r STORAGE Q p 690 S.F. 1 ATH n Q u�a„ am= wr cV Vic"a" `t civ SKYLIGHTS 1 U 1 LuJ o 0 1 \ 4" GLEAN OUT MIN 1_ AT 51:PTIG. 10-0 5EPTIG -------71 r------ GONNEGTION I I W-O"*A■AM DO= °'°'°" �FROM GARAGE WATER \ TO MAIN HOU5E; 25'-2 I CONNECTION \\ CAST IRON MIN. e� I �FROM GARAGE \ PITCH#":1' 24'-0' Z I / TO MAIN HOUSE v/ 0 LV w eI Z Q z coa Z z = ClqJ N FIR5T FLOOR PLAN SECOND FLOOR.PLAN o SCALE va•.r-0' GOAM VD•.V-0' o o: a J �I ■ a NN M 1 W O I o a i GENERAL ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "5-003" FOR NAILING 8 STRAPPING 0- 0) �.. DETAILS. Q U NEWPARTIAL HEIGHT . ._.r,. ...... _ ...��_.�.__.�. _�...._ ..... . ...... . .... . . . _--.�._. .,...._.�...�.--...�. n,... .._.�._ , .,._ _ - .�._...�._.._.._.�.-. .._... ..._.......��_.. ...-..._. (n �I EXISTING TO BE DE=MOLISHED WINDOW CHART WUJ _ � � WOOD FRAME (L.G. 5TL. 1174 WHEN APPLICABLE) it JI J TA EXISTING TO REMAIN CLEARrq NEW WOOD FRAME (L.G. NEW FOUNDATION WALL ;lll,,, i' TAG TYPE MODEL # RE1DN 20 it s ~ 5TL. WHEN APPLICABLE) ROUGH OPENING WINDOW DIMENSION W _ _ - --- _-_ - -- W - ` .-: __M_.- _... (OPEN READ: S'1 5.F.i ~ Z i T == _--- MIN. (2) 2"x4" STRUCTURAL W�DTH HEIGHT WIDTH HEIGHT - --- -II O = Z I---{ NEW F FIRE RAZED MIN. 2 2 xb STRUCTURAL 21-11 4-O - - - J �- �-i WOOD FRAME (L.G, 5TL. _- DOUBLE HUNG _ WDH210310 � 5'-0 -- - --J --- _ ❑ POST FOR 4" WALLSL A - �I - 5 0 � 4 0 WHEN APPLICABLE,) P05T FOR 6" WALLS), U.O.N. i ` ` " ° " Lo r B DOUBLE HUNG WDH2442 2-6 E 4-4 2-5 4-4 O Er , 4'--4 „ , u - II - -- _ -- �� WOOD FRAME (L.5.NE?q 2-HR FIRE 5TL. _= G DOUBLE HUNG WDH2642 ;2'-e> --g- :, .._ .. .:,-_ - 2-� 4-4 -- O Ln cr o O WHEN APPLICABLE,) „ 1 ;I - - _ D - DOUBLE HUNG WDHI842 Qk-� ,� _ I -f O_ .-.... 1[_ .- = -_. - I'--:1 J" -I 4'-4 r -- E - SKYLIGHT 3'-0" 3'-O" '! 0 AN NOTES _... _ l FLOOR PL F DOUBLE HUNG WDH210410 Y~ 3-UV`" -IF, 5'-0 2'-I I " Z (EGRESS) 5'-O 5.-14 Q W DOOR NOTE: �..._ . _.#I_ w_.�_ _ M - - -1 -_- _-- - _----- - J 00 O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'JELD-WI=N' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED T-4 ri OUT ON PLANS BY 'THERMATIRV (OR EQUAL). Z C) 3.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU 5PEG.'s 3.PROVIDE (2) 2"x5" HDR., U.O.N. 4.5EE PAGE 0-003 FOR ALL. OTHER FRAMING Q Z T4ELEMENTS AROUND DOORS iiFOR ALL) U.O.N. LL. W N Cfl OSTAIR 8 RAILING NOTE: 2 I. ALL NEW STAIRS SHALL HAVE MAX- 1-5/4" RI B MIN. 10" Tr - RISERS SHALL BE CLOSED J 2. 42" HIGH GUARDRAIL 8 SPINDLE 5PAGIN5 1 O NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE; 36" HIGH HANDRAIL b SPINDLE 5PAGING NOT TO ALLOW PASSAGE OFA 4" (P SPHERE r 3. 6RIPPABLE RAIL AS PER CODE W ® WOOD FRAME STAIR: I. SEE NOTE ABOVE FOR STAIR 4 RAILING INFO. 2.R.AILIN65 SHALL BE WOOD OR PVC. W F- U OWINDOW NOTE: 3 �1. ALL NEW WINDOWS $ DOORS SHALL BE ANDERSEN J 400 SERIES CASEMENT, DOUBLEHUNG, OR GLIDING (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE 01 IN "GLASS WINDOYa5 AND DOORS" ON PAGE 6-002 IF CASEMENT WINDOWS - ALL G5MNT WNDWS SHALL HAVE RETAINING WALL TO STRAIGHT ARM HINGE WHEN STEP DOWN 5.5" FOR 2.IF DOUBLE HUNG - ALL DBI.. HUNG WNDWS TO BE EVERY 12" TILT WASH HORIZONTALLY R 3.ALL GLAZING WITHIN 15" OF FF TO BE TEMP. 6L. 25-2 4.5EE PAGE 0-003 FOR FRAMING ELEMENTS AROUND �'-0 24'-O" l0'-2" WINDOWS (TYP. FOR ALL) U.O.N. 5. (2) 2" x 5" HEADER U.O.N. 5'-q.. �� II'-5" 3'-O" b'-O"� II'-by2" 2'- :2`"� EGRESS NOTE: D 5 D IN GOMPLIANCE WITH NEW YORK STATE BUILDINGT77 CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF " �- EGRE55 SHALL BE FOLLOWED: 2¢xb$ L RETAINING WALL TO to , N a N 4 i 4 2 I 7.6" STEP DOWN 5.5' FOR - I NET CLEAR - I x -r6o"I NET CLEAR WIDTHN6........... 20 MINIMUM m (14) Tr ® t 10" UP A-4ol z EVERY 12" NET CLEAR HEIGHT............... 2q•�, MINIMUM i , � � ® t - � � D )Tr ® t�10" dJ NEW (15) A-401 I 6 HORIZONTALLY N (14 I 13- 2) 1.'75"xlb" VERSA LAM �` IA-401 , LVL - - r 4 NEW MECHANICAL EQUIPMENT. n O I. PROVIDE NEW NAVIEN NCE-H GOMBI UNIT;PIPE N m BOILER TO NEW 3 TON AIR', HANDLER WITH HOT INSULATED WALL WATER COIL. - ' 2.PROVIDE NEW 3 TON CONDENSER TO MATCH 12'-0" 12'-O" F i AIR HANDLER A 6 I - -- � EGRESS 3.INSTALL AS PER MANU. SP1°G.'s 4.F.A.I. THROUGH WALL 3 N 5 POST INSTALLED b" BCI 6500 q.5" W.I. G.J. r 5. FLUE THROUGH WD. FR. CHASE THROUGH ROOF (�x 5KYL..AHTS G UNDER THIS 6.MAINTAIN 30 x30" CLEARANCE IN FRONT OF I BCIgo 16" W.I. 2�x6� 1 ® I6" O.G. ALLOWPRAILING FOR N MECHANICAL UNITS AS PEP. NYC MG 306.1 BGIgO I6 W.I. ® I6" O.G. - = FUTURE 1. MAINTAIN ALL APPLICABLE VENTIN6 ® 16" O.G. 3 CLEARANCES REQUIRED PER NYC MG 504. r I', �I, INSTALLATIONS. m INSTALLATION OF ELECTRICAL PANEL: N w P05T 15 REQUIRED (� NEW 150 AMP ELECTRICAL PANEL LOCATION;ALL IY Q TO ALLOW FLASHING INSTALLATION AS PER NY5 ELECTRICAL CODE 2 CAR bq0 5.FAGE ) A F STORAGE -3` 2"- � ON FAT ROOF INSULATED DOOR: O O N 5'-4" GL HT - UNHEATED T * x N STORAGE iv p EGRESS bO PROVIDE INSULATED 2�c6�DOOR A5 PER PLANS BY ' UNFINISHED C iV j dJ :fl V in J 70 S.F. �t 1 'THERMATRU' (OR EQUAL). N N = ~ r� D_ FLAT ROOF - =fr SKYLIGHTS II zQ z A-3ol J A-301 �-1 m I-I A-301 0- - - U A-301 _ G BG19016" W.I. ® I6 O.G. 5 ---- -- ---- -- - -- - -- --- A 1- 3 > F W - �� � EGRESS - - ---- ----- --- -- - - --- Bill 6500 q.5" W.I. G.J. - H ® Ib" O.G. Q tV I 6 o - o PROJECT: II N - A N TO I S N ON (3) 2"x10" HDR (3) 2"x10" HDR •o GARAGE / v 3 5'-O"W 6AR.AGE DOOR 5'-O"W GARAGE DOOR Jj --- 1o'-sy2" 4'-3y2"- -- -1o'-5y2" 1162 N BAYVIEW RD SOUTHOLD, NY 11971 24'-0" DRAWING TITLE: PROPOSED FLOOR PLANS FROFOSED FIRST FLOOR PLAN FROPOSED SECOND FLOOR FLAN ��6.2 S.F. CROSS AREA SCALE: I/4" = I'-O" 644.0 S.F. OROSS AREA SCALE: 1/4" _ P-o° PAGE: A-.LV2000 DATE: 05/26/21 6 OF 10 gd •gip �� 0-_ t ; . ELEVATION NOTES a a U 0 H b7 ONEW ROOFING: UJ Z I. 5EE NOTE ® SECTION 2. ROOFING TO MATCH MAIN HOU5E COLOR 4 STYLE BY 'J X-i 'GAF' (OR EQUAL) (MIN 30 YR. WARRANTY) W ONEW 5IDINO Q W >_ INSTALL NEW CEDAR 5HAKE :51DINO. SEE NOTE ® 5ECTION Z s NEW 5/4"x2" 'AZEK' (OR EQ.) WINDOW/DOOR CASINO: O Z J � PROVIDE AT ALL NEW 11,4INDOW5/DOOR5 (TYP) O Locr O a z 0 s o I Q w J J_ oc) I2 > d' C) 3St�„ Z M O Z I � i d' I I , a Z r-I � 3 II I I a N i2 � I I I A . i , J I I II u_ WCfl 2 B O OB I ' 11-- a II P05T IN5TALLEV O UNDER THI5 I I � J O APPLICATION TO I I ALLOW RAILING FOR FUTURE i - I N57ALLATI ONS KNEE WALL . r I INSTALLATION OF HOT. I-6 I � - I I W 1 P05T IS REQUIRED TOA OWF A LL L SHING II i I I I ON FLAT ROOF ' F- � I I — , � INSTALLATION U i o I I i I 1 I dJ �1-I I�I I I I I GRADE 491' �I I -- _ r I -, -t- - '-i,? GRADE 46 - _ - EXTENSION OF FOUNDATION WALL II I I I I EA5T ELEVATION (FRONT) i SCALE: 1/4" = 1'-0" I I I I I I Z II LuLu I F- . ............ _.._ ...____... ... ...... PROJECT: ANTONISON f l l I GARAGE I 3 -..._.._._....._ .._._. __ _.._ i I 1162 N BAIn/I EW RD SOUTHOLD , NY 11971I I � I I I I DRAWING TITLE:__ , „ PROPOSED EXTERIOR ELEVATIONS 3 ii l i I I 'I 2 I I I it I 'I i it I I I III, l �I I , - PAGE. GRADE 49.'1' IA-20"", 01000 II I ,I A i I N I I I I -11 I � I I li 1 1 _ al I i I I I I i i t GRADE 46, DATE: 05/26/21 7 OF 10 , NORTH ELE\/AT I ON (fid I OHT SIDE) SCALE: 1/4" = I'-O" ',� J i ELEVATION NOTES a � ONEW ROOFING: W = I. SEE NOTE ® SECTION W NZ 2. ROOFING TO MATCH MAIN HOUSE COLOR 4 STYLE BY 'GAF' (OR EQUAL) (MIN 50 YR. WARRANTY) J W NEW SIDING O2 INSTALL NEW CEDAR SHAIKE SIDING. SEE NOTE ® SECTION W Z 5 NEW 5/4"x2" 'AZEK' (OR E�Pd WINDOW/DOOR CASING: O TYP -j z J � O rnR PROVIDE AT ALL NEW WINDOW5/DOOR5 ( J C) 00 (L Lo w Z O 12 Z W 00 I Ii Lj I . j I i — ll, I I 1 � I moi/ -• 11 - I � I �I I_7, I III I I� I J I I 12 � Z Tq� I 4 I Il II �I_ QI I 2 r-I I Z I' I I II I II I I I I . N I I I I I J D I I D I • I II LL POST INSTALLED j I �O O I I -I I ;- ! I-I -,L-i I- -1I_—I W UNDER THIS N ' APPLICATION TO 1� I ALLOW RAILING FOR 0-III FUTURE 1 - a l II KNEE WA J o INSTALLATIONS. � I 1 LL HOT. I—6 11 N it INSTALLATIO OF I P05T 15 REQUIRED — — I TO A A LLOW F SHING L I I r r ON FLAT ROOF i - I INSTALLATION ry ry FLUE 4 F.A.I I FOR NEW COMBI U BOILER W I i RETAINING V 5 2 J I I— i I I iJ 1 I I it WALL TO STEP I I II 2 J 1 I ,� I 1 i I I i i DOWN 8.5 FOR � I I Il L. II I, �I _ I I I I II l I �II :..-. II. .......O...F._..O .. A -- rI 3 1 I 'I I, II III J.IIII IIIIII'1 IIII I I I III1 I 3I I I1 i!II I1I III I I II l1I I.I.i II IiI1�II 'I III II 1`I I I I I I I III1I� I 1 l IIlI III I!lI II I �I II 5I II 1 I 1 1IIIl� I I.IIII SI! -III_ iI a- IIj I II 1I_IIIII I 1I III I 1III i II III'II I 2 II II=- III_ _I I I1` I6II "I I 1 -I WI.j..II I, - .I m.. I EVERY ERY 12 HORIZONTALLY ALL Y GD4q.7' G46' GRADE 46 O WEST ELE\/ATION (REAR) SCALE: 1/4" I'—O" P—zww R-aG -OIliI,IIIIIII EJ. ECII!IIaI ,,T mT .. :... A . z NTONISON G_ n'II,I,III,II1!I. II AaRIII °ok ,f�r� �. E ....... ... .- , 1162 N BAYVIE Wswrr ............. IIjI II . - r�R�`wII!. D 2 - SOUTHOLD NY1197 A 1 OL DRAWING TITLE: ' T"` "" PROPOSED EXTERIOR ELEVATIONS I I 1 N TA OO Q — ■ DATE: 05/26/21 8OF 10 , GRADE 46 SOUTH ELE\/ATION (LEFT SIDE) SCALE: 1/4" I'—O"IO , 1 II i a BUILDING SECTION NOTE5 Q U NEW ROOFING NOTE (TY UJ Oj I. INSTALL NEW ARCHITECTURAL STYLE 'TIMBERLINE' ASPHALT ROOFING 5HINGLE5 BY 'GAF' OR EO)AL;MIN. -J V-4 GRADE 240#, 30 YR WAF:RANTY OVER LLI 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO W 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS Q }. OVER F Z 3.INSTALL 15 # BUILDING FELT N.O.N) OVER 4.1/2" GPX PLYWOOD SHEATHING (BLOCK ALL SEAMS) I V) 5. GAP SHINGLE OVER RIDGE d HIPS (AS R.EO'D) J b.PROVIDE RIDGE VENT (A5 R.EO'D) I-- Lo 1. FLASH ALL VALLEYS As '�5 5 = CL 8.INSTALL DRIP EDGE AS REO3 I� PS p�R PLpN R• 1'�R S . INSTALL ALL AS PER MANU. SPEG.'s'D O R (V 2 a Ln a' TYPICAL ROOF 4 CEILING GONSTRUGTION: O • NEW ROOFING AS NOTED G.J. AS PER PLANS Z m • 1/2" GDX PLY14D SHEATHING (BLOCKING ® ALL PLYWD 5EAM5) = Q • R.R., G.J., B G.T. AS NOTED ON PLANS (® 3 SPANS OVER 5' INSTALL "X" BRIDGING ® O Z � � Q W CENTER OF SPAN, U.O.N.)MIN. OF R-4q FIBER ►! R GLASS IN5UL. w/V.B. U.O.N., 4 m< _ STORAGE J 00 TYPICAL EXTERIOR WALL CONSTRUCTION (TYPJ: U- Q UNHEATED O3 �_ PROVIDE SLEEPER AT ":12 J O UPON "TYVEK" HOUSE WRAP (OR EQUAL) n p p UNFINISHED Z 0 • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® � W O PITCH W/�" PLYWOOD; � � O ALL PLYWD SEAMS) r PROVIDE EPDM FLAT ROOF Z �'; 'Ct' • 2"xb" STUDS ® Ib" O.G. w/DBL. TOP PLATE MEMBRANE ABOVE • Z � MIN. R-21 FIBERGLASS INSUL. w. V.B., U.O.N. , 6 ►' SLEEPERS. Q � J N • 5/5" GYPSUM BD. WALL FINISH cv F -� W CD rl Lo w ei NEW SIDING NOTE TYP. O I. INSTALL NEW CEDAR SHAKE SIDING ( TO ' F.J. AS PERPLANS , , . SELECT BY OWNER) 2."TYVEK" HOUSE WRAP (OR EQUAL) 3.INSTALL ALL AS PER MANU. 5PEG.'s L 4.PROVIDE ALL NECESSARY TRIM FOR b PROPER INSTALLATION 5. 5101NO SHALL EXTEND TO TOP OF _ A-401 � 2 GAR � �' I� � W FOUNDATION WALL _ GARAGE STORAGE ONEW 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M. i' F- REINFORCEMENT AS PER DETAIL GRADE 4q.7' REAR FOUNDATION WALL W " OTYPICAL FLOOR GONSTRUGTION: — — • NEW FLOOR JOIST AS NOTED ON PLAN V 5/4" GDX PLYWD T86 SHEATHING (BLOCKING® r ALL PLYWD SEAMS) • F.J. AS NOTED ON PLAN5 (® SPANS OVER 5 GRADE 46 1 w INSTALL "X" BRIDGING ® CENTER OF SPAN, • MIN. OF R-461 BATT INSULATION;FOAM MIN. 3" AT RIM JOIST ONEW CEILING INSULATION MIN.OF R-441 SPRAY FOAM INSUL.w/ 7 V.B.U.O.N., ONEW R-10 (29 RI61D IN5UL. OUTSIDE SLAB SYSTEM (MIN. R-10 AS PER TABLE 402.1.2 ZONE 4) L 5 A-401 SECTION 1 -1 /A-SOI SCALE: 1/4" = 1'-0" j II 1 I I i j i II I I i I 3"x2" ALUM. 3"x2" ALUM. DOWNSPOUT DOWNSPOUT DOWN TO DOWN TO SPLASH 1'-0" TYP. O.H. SPLASH GUARD ® GUARD ® E- GRADE GRADE w j ..._ �... n.... _.. r..._._ 1 � I I n u .... .. ....,.,.�-NEW 2"x8 R.R. i I NEW 2x8 R.R.` :::::�:::::-.:��.�;.:::.W:�: .q:12„PITGH:........,;.,�.,..., .,. "w:9:12 PITCH' I - -- -->-+-- - a O.G � W ” LL ® Ib _._. Lui -r i O I :.._.,,.,.... (3) 2"x5" RR AT SHED= (3) 2"x5" RR AT SHED.. - - --- -- --- -- ---�--- �.............__. ROOF EDGER ...._....,. _....._ .... >.. .....�............. .a. »>.n...........n" ,........,............" K I r":,.., ...... OOF EDGE ...........ro,amu,....."...._.... " �.."...... >...............__..>... .. .N...._.. >.._....: w j >...... I .......... .._. .. ............................_..._...._.. . . _..........._......._....... . Q m _v...--.... _....__........ ......NEW ........_..__._. ___ _ ................................. ...... 'XV WR -- - PROJECT: . - _..._.__ ._..__. .. _......._... _.. m .w........u..�.n._........ ......�.._. ___.z _..M .. ._....r....,.....w.. __...".._._>...."......."_ ..w.>.. .....n : ::.._::.:.. _ —. P.)::�'�.=-='_` j NOTE: :.-....:.-:ru::::� --. -:._ .- -- .......�..:......::_..:::: ......._.._....._..__..__...... ...._.......... _..._.....,.._ ..... ......_....._ 2"x5" R.R. TGARAGE Y x: :cs...._..:.......:::::::a......r:.:: :::w::.:.�•_.:.:.:::..�..:: ...::::::..r::... ........_ ._..__......... ALL PLUMBING b _ -. Q:::�::�::�.„....�..�....�.::::..�....._ .�k FUEL 6A5 WORK _..... . O _ . _.. _......__......:..._ O SHALL CONFORM N.__ _.X _ _. _.. _. ...._..__._.. ............_.._...._......... .___W. ..:m...:W : i _ ... TO LOCAL S S PLUMBING GODS a :......_....... ...................... ...................__..... ..... :.:.::Wm.. :..:. . - __ -W:::w _.............. c�V FUEL 6A5 HIGH POINT :. . :- SHED -: ::.::.: :: ::, :.:::::: w w..-_ ...:::::::: HIGH POINT — �.. .....-.:•:::.,V.. DORMERS.....-.:::�::.,...',;=.. ::... .- >. __.-.:. ..__:..:::::..:::..::...:::...::.::.:•.._.._::.:::::: ::. -.<::....._....:........_ - w 1162 N BAYVIEW RD _......... ._.._......-----------_. m.._._- � ::::::: -�::.:..:........ (2 2x5 R.R. TYP ::::-:::::::::. __. ...__.: _.._. ...___...._........... ......................_..... ...__.......__. ......__........_... ................. _J t .....-3 2 PIPING PENETRATIONS: - __._...._ ._......_._.......__....__......... . ...__..._._ ._ _..-_................ ......._ ....._ _.....__ _.._w....v. SOUTHOLD i _ .... .. ..._ ..... .. ::W:.....:: ...:. ------ ... -::._:_ ..—:: I. PROVIDE "ABESGO FP200 FR , NY 11971 _...._...____._..__.._.._.__.____ ___ .. _� ___ . ._. . ... . .__:::..— :::::r:r:. •.. ::::::;; .v....r:::sr:r.sr: :_:.:r:r:s::.e::::r.-.:.- .. - --- - - - - - - .......::_........:... _._. ... .. ._....._........ _ _..._.......... _............. _ EXPANDING FOAM” OR EQUAL :. ...<.:.... ::.-._._. _:.......... ..:.:: :N. __:. SHED AT ALL PENETRATIONS AT WALLS ...____. __...._..____._._....._.___. .._._......_...... __._...._.__._.__._...___. ....._....... _............. �_ ::: . .:::.:::::::::::::::: _ _..__._... .. ..._.. _.. _..............._.. __....._ R ............_ ..__.. _ ._........ __ ._............... ._.. ........... .... ..._ AND FLOORS/CEILINGS. _.......__._....._._._. __...... ....._._._... . _..._.__._ _ ,_. __ FLAT ROOF -- - __ m_. _. - .- ---,,,. m wm --:.... -_-:---: m: - - --- - - --- ----- DRAWING 2.PRODUCT CONFORMS TITLE: TO ASTM E .:-:.:::....__. .:_::.:::::::... • ......._w::. ..: -......:::. .::..._:: - ... _ I - -- -- -- - -------- -------- . _•...: _ :.:_:. : ._.._.... _.._..__.._ ...._._ ................ .. ...:....F. v ....__._._ 514,A5TM E 54, AND UL 14"Iq ............ ......................................._._.. ...........____ __........_..... ..........__.... ._.._.____..__ u�. _....... ...._____._ .:..._......:...._.....:.........................__.__....�M.._....... ..........m.a..a"...._...a__................_..........".......>...w.�.... ..".....�__._...._ .�."u.."...M..._ M_...._....__�...-...._.(2) 2x8 R.R. (TYP.)......."._............_......"..�....w.......�.. ...�:::�::: ............._._....................... ....._.._....___ _...... .......... ........................ ..........._............_....__..... _._..... _._..........._..... :.:..........:..:..:. :::.::: .:-:....... BUILDING SECTIONS .... ......... m.._ T. :..: - . x . ............. . .............................. _...._...._... _., ___.................... _...._.........._.._.............. ..... _ .._......._. x _ NS � :- X3:12 PITCH.__-.-......:::::.:::...._::...:.:_-,:----.,-....:. .. cV�-.15KYLIGHT51:cv�-;......._---..:..:._.:.:..__�. ......_..: � VERIFY SIZE GOMBI BOILER I L >.�r�...�..__a.�. ...__:_...>.............._.._........_�..»w. W t ::�:.:�_.�Qr ::-.Qr ..... .�>>............... ......�.:...:.M. w/MANU. WALL HUNG I AS RISER DIAGRAM <...>.... ..<...... .>.. . _ _._.... ........ UNIT NAVIEN O IL 4 x3 ALUM. .��m�,.}.-�����r:�...�.•� _............._....._. ........_...._......._....._.......... � 4x3" ALUM. _ GUTTER (T`(P.) _...W.._...».r......... ..,w : .....� .__ .. ...................M......> ... ...._....., GUTTER (TYPE _..._... _ .(2) 2"x5" R R (TYP.) µ._.__._ VET AGE W�.W wa_ M .......u.....� >..... ..._.». >......r............... .........._..w..a_...,_ ....>...>.... ._��........,..................._ .. .....:,:,:::: = _..... .......................................... .NEW 2"x5" R.R.:::: _.� ,�_..._ .._.._-________._. .......__.....__ __...____.._.......__.........._ ....................... REGULATOR m a A-301mDo" m --—� ...._ __... --__-_ _..._.............. ...... ._._..._. N EW 2x5 R.R.•�r....�- .�..... .........,, » a� �h.�� ..:,_..�,u".. ._. ..a ___....... ......_,�.......® Ib" -A O.G.: �.,...._..�",�.�...•.rH�">�:, ..._..� __.._ _......... ...... _..... ......._ _.._..._ GAS SUPPLY W_ .....::::...:::::::::.... (3) 2"x5" RR AT SHED;;.= ... 3 2"x5" RR AT SHED,,, _ i, ROOF EDGE .... w^":' :::;::;:; ;<x:: ::;': : :::';;';::;;;;: m ::= ROOF EDGE TO MAIN DATE: 05/26/21 . .....__ � 9 OF 10 - -.:•:,.. _ GAS HOUSE q:12 PITCH".�. _ t """q:12 PITCH<.,_....>."am.. LINE E .. NEtnC25".'R_t¢. ._._...__ __..__ _ `NEW 2"x5" R.R. ......, ir'. ..._._........_.....__. _.__..._....................... ...................__. _ 3"x2" ALUM. 3"x2" ALUM. DOWNSPOUT DOWN5POUT r`>.` ;'," 'a d DOWN TO DOWN TO v. i`�° SPLASH SPLASH GUARD ® GUARD ® GRADE GRADE 1• E 1R"a ' l... i�I;.Oi�OS I� ROOF FRAM I NO PLAN OAS RISER D I AOS'AM SCALE: 1/4" = 1'-O" SCALE: NTS II it Q U O ~ � CN 4 8 3 " H.D.G. LAG J BOLTS (PREDRILLED) Q W 0 HEADER A5 SECURE HANDRAIL TO WALL ON AT LEAST ONE / \\� - _ - = z SPECIFIED ON 51DE OF STAIR IN ACCORDANCE w/ MANU. SPEG.'5; PLANS AND NOT PROJECTING MORE THAN 41�" INTO \ L0 �c W STAIRAY;SEE HANDRAIL GRIP SIZES ADJACENT �\ // O 0) O Lo � PITCHED METAL J015T HANGER BY '51MPSON' OR EQUAL 3/5" THK. PL. I i — D.. O 3/8 m THK. H.D. FIRST E I N I SHED GAL\/ PI FLOOR I I . O . - 4 GAP PLATE 'A' z Lu VY MIN, SPACE BETWEEN FOR CONNECTION OF 5%. COL. TO (2) 1-3/4" WIDE Q 'J WALL AND HANDRAIL00 LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER 5/a" PINE RISER Z_ J � � PINE TREAD STANDARDS FOR CRIPPABZ LE HAND RAIL � — O i SCALE: NTS Q Z e1 N 8 LLJ i q �d a�z o HANDRAIL CROSS SECTION BOL3T5'(PREDRILLED) TA Ln MIN. I" ROUNDED N051NO Q CLEARANCE CIRCULAR NON-CIRCULAR rl O 1,4/y4"/Ya" RADIUS O (NOT INCLUDED IN � J TREAD DIMENSION) 4" 64" / \ III// /� � V2 "— n -- - �q 2 PERI- 2y4" / 1 = MIN. METER MAX. �\ 1 Lu o V - W w v w 3/5" THK. PL. �4 3/5" THK. H.D. = J 11/2GALV. PL. 0 0 J m GAP PLATE 'B' Q (5) 2"x12" 5TRINGER5 ® w/R-21 INSULATION, IF UNDERSIDE 15 FACING FOR CONNECTION OF 5TL. COL. TO (3) 1-3/4" WIDE STORAGE/NON-HABITAL SPACE LVL LUMBER OR (3) 2" WIDE OR (4) 2"x WIDE DIMENSIONAL LUMBER OR 5.25" WIDE PSL STORAGE UNDER Ys" GYP. BD. (NHEN APDL I GABLE) TREATED 2"x12" SILL FOR CONTACT \ /2 w/ GONG. (IF APPLICABLE) / BASEMENT 4 I 3-1/2" O.D. 50H. 40 HOT DIP GALV. 5TL. COL. (ASTM A123) AS PER PLAN WELDED TO PL. 8"x8"x3/8" THK. 5TL. EASE PL. (4) 1/2" HOOKED ANCHOR I N7ER I OR HOOD STAIR I:;)ETA 1 L BOLTS EMBEDDED INTO A-401.00FOOTING MIN. 4" W/ OVERSIZED SCALE: 3/4" = I'-O" WASHER AND END NUT SETUP I 2'-O" LAP (-rrP.) BASE PLATE 'A' 2 STEEL GOLUMN CLAP 4 BASE 'LATE 1�ETA I LS _ I + o U i I -401.00 - A SCALE: 3" 1'-0" w , � ------� - - --- - NOTED ON PLAN —————— FLOOR SYSTEM A5 — — —— I NEW 5TL. GAP PL. 'A' FLOOR WOOD BEAM #5 REBAR (TYP.) Q I I I WELDED TO COL.;SEE AS NOTED ON PLAN CAP PL. DETAILS #5 BENT J 0. I I I I o NEW HI A PROJECT: NEW 3-I/2 O.D. SGH 40 REBAR (TYPJ � �- I� I I W TE DUROL 5T EPDM ROOF NEW BASE PLATE 'A' HOT DIP GALV. 5TL. COL. I I I INSTALLATION, LAPPING OF 5MEMBRANE (OR EA 5, WELDED TO COL.;SEE (ASTM A123) AS PER I 5EALING OF EPDM MEMBRANE NTON ISON BASE PL. DETAILS FOR FOUND. PLAN BY SIMS I I AND AS PER MANU. SPEC.'S. BOLTING STEEL (OR EQUAL) I I 6Xb-10X10 W.W.M. BETWEEN CENTER GARAGE PROVIDE GOLD JOINTGONG. SLAB I I UPPER 1, OF SECURED IN PLACE- AT AT GONG. SEAMS (TYP) DURING POUR - -- — --- ------- — --- (2) 2"x6" P.T. SILL PLATES PON SILL SEAL UPON NEW SLEEPERS TO 1162 N BAYVIEW RD \ 4" POURED GONG. I COPPER TERMITE SHIELD NEW CREATE BOTTOM 1/4:12 a ` i.,• `f SOUTHOLD, NY 11971 SLAB 5/5" (P HOOKED ANCHOR BOLTS ® PLYWOOD PITCH;PITCH AWAY CORNER CONNECTION L 51 O.G. W/ s' SQUARE WASHER 4 0 11 FROM EXTERIOR WALL 6 M. POLY _ � MOiSTURI�, IIS\ ENDNUT; AL50 5EE ANCHOR BOLT_ ' � �=___=,rFF 4' GRAVEL BASE !NEW (2) #5 HOR. RETARDER I I SECTION ON PAGE A-200 - --_- —--- --- DRAWING TITLE: �..._ ; , REBAR UPON (2) #5 I � - - HOR. REBAR (4 TOTAL) 4 GRAVEL BASE PITCH GRADE NEW 1,3"x18"x12 I _..........____.___ ."........."".r.° UPON GLEANS I I DESIGN DETAILS _. I COMPACT FILL DEEP P. GONG. PAD 1 FTG. (MIN. 4,000 P51) ._..._..____._....:....................:: ......`.. . ' b>SitllP,atf1ILED FILL #5 REBAR (TYP) 2'-0" LAP (TYP) (I) # 5 REBAR 1 815" THK. (MIN.) P. CONTINUOUS 1 GONG. GRADE BM. -------} — f-- --------- i(I) #5 REBAR (5,500 PSI) I I I ———— ® 48" O.G. X11 __ _ (I) #5 BENT � T ROOD DETAIL PAGE: NOTE: ------- I I -- ———— 1111 EBAR ® JA-401.00j �� �' I. REFER TO PAGE A-200SCALE: 1 = 1'-0" A 0 004, 0 45" O.G. - FOR NAILING AND I. I I--- ASPHALTIC �z o ! — STRAPPING OF ALL ————— — — I I�—————— 1DAMP m COMPONENTS ——I I PROOFING STEEL COLUMN FOCTINO DETAIL I I I (1) #5 REBAR A-401.00 SCALE: 3/4" = 1'-0" Q^ I I, 141 CONTINUOUS DATE: 05/26/21 10 OF 10 N lit .�_2 RIGID Q #5 BENT II IN5UL. (R-10) REBAR #5 REBAR 60" O.G. I I I = (2) #5 REBAR 3" MIN-, �.':1 I I _ •""s�'a D1 �+C) FOUNDATION NALL DETAIL �E `T' CONNECTION A-401.00 SCALE: 3/4" = P-O" r REBAR OVERLAP DATA I L ��_.�.... ..� A-401.00 SCALE: 3/4" II I . - 1 7�'! _�_17 __ - � .�W � I . 4 ��I i - q! �­ - . : ., . SITE PLAN HATCH KEY: I I I I 0- -t 0) \i . -­ PRoPo5ED BUILDINO ADDITION . .. 11 I . __j �� i I � I- A01,111`10111111111i, q < 0 1 , . I 'N I ".1 22 11�� i - � i1e,711�1� - �,1��, - I . � fr-N ,r / bq I-- M - � � 9 I 0 _ __ PROPOSED ACCESSORY STRUCTURE - I I ­ I , r U L LLj z 0 ------- � � . I � � I 1. I t I . I UJ ._j %m � , L_ I I r . � � _ -i 11 ,;, I _j - T ______--- - 1 I �, I 11 I i � I ' ­ � . -- %-I . . , . . rr .: I I .- - __ PROPOSED 2ND STORY I I . � � :) 7 �1� ... 11 ; ,. . ,� ". Lu . < w >. Q� = 2� 0 (n ;i� _j a: >_ I 11 - =� P _5 11-- u') 1z c I CC 0') 0 FROJE C.J SC,OFE : ' FAOE <E",*r : 0 C) 0 __ 0- , U) rr_ , ---------- .- ____ �-------.---.------------------=----7-----------. ------..-- - __ ____ -------------- --- - - -_ - - - >_ Nt fn I - (5-001 .00 PROJECT LOCATION &SCOPE 0 NEN 2 570R**r Nr�). FRAME HEA7ED 2 GAR OARAOE SITE PLAN & ZONING DATA 3: 6 I �- w z Lu ------------- __________________________ -1--_ ____ ­_____________ - -.--- - - - - - - --- < -1 � 0-002 .00 GENERAL NOTES _j 00 . > W,* 0 Z 0) (D vi Tj I -J T1 C) STRUCTURAL DESIGN CHARTS ! �c N 0 1;� FROJECJ DATA : --------______ ---------- ___________.,_______ ____ -----.-------- � : z: >: 4 , . -------- ----- -- __ - - ____ ____ - - - - < Z %-i � - - - r 11� --- ------- �--------------- (5-005.00 HOLDOWN, ANCHO�l BOLT, m _j c� SUBDIVISION MAP OF - - - __ IE3 -��-.���.��-��.��.�;--Z�z�.--.-�.-"� ___ U- Lij (O _ ..�.��.-r�-.�-�--,.--�-,;"����-..----.- STRAPPING, & NAILING DETAILS -i - - . - . . ­ ­ =-­-7� , LO Ix % I � � � � ` I � � � I . I I - � �. ;. ! HIOHV400D AT -A �, : PROJECT / ZONIN5 DATA . . ­ .. � . � . F,,- =) LO __ : . . F � �_ . . .: - .. , : � � , . .:, _ I : FASTENING SCHEDU�E 13A,(VIEN 4�k/S7' - ____ -\/ / ,�� -,--�-- ,-,�'.��,,�,�-�,-"'m.-"', r-� ­__ ""--,-,�.�,�,�.,."��,-�,---- . ". , � � - - . ' ' 1 : ____________m__ -------------------.-------.�m ------..---.----�--------, 1 :5 6 - ,S'7- , LOT 2 ,sz- U� ��z.l ,---- TAX MAP # 1000-1e�-Ocf-54.2 --.---,---- _________,_._m___ -- ------- __ _ _ - %-I ) /,S ,/ - __v - _ _ - - ,�. __­ � (5-004.(,')O , *V-/--, , RIO-ICI-0055 htR)�)j- - ___ j FRAMING GRAPHICS 3Z _ - - - ,- - � mm - - _ ___ _ __________ . # 6 7'0 - - - . - tY) I --�,, (D// I pu";�p pA )'o&:, _____/R (::) ZONIN5 D15MOT R-40 No , . � . 1___1 ),S,,� 7' , . BEAM CONNECTION PATTERNS . .%. c /O,y --____��A t ____- -------,----- -_______ ____ . - ___ . - . �s s m- -) w I�V EL= ft.---,, 0k.%r- ------ LOT AREA O.-T ACRE5 I FIREBLOCKING DETAILS m _1� 51.01 ��V,�Q ---.---------,--- __._____ ________ __________m --- . I I --.,, PLI��z Ityis; .1� _______m_________ -------,-------�------------- --- -- .-- - - �-------M---- __--- =:) _0�_ ---,, /c: �s,A--s - FEMA FLOOD-ZONE ____X� =��_ I - - -- - - -- - - -- - -- - �_ - -4 - ______._ -------- - , - _ __7_=____ _____ - _____ , A- 101 .00 PROPOSED FOUND�TION PLAN 0 �_4 / 1___--.-%. kyA 7)�� ! Lu ----/Sol I ---,.% �0 ____-_m �.-----.-�-----�����.���;.�-.-;�-��---­­­­�-­��­...�,­­�__-_-_----�- I-- � - � � � ,.._ . . . :: .::, . . . , ,.* - ,� � ­_. I 0 ,v --�, I ko i ---,--- � . . ,. - I : � : ;' : ,­ m � � . � ­ . ­ .,., ," �� I . 0 vLOT:C0VERA&F_ : . ,� . .. . - . . . �. 1� . :__ � i III,, _j � . ., '. _ . �: ­ . . I�� ­ � .: . .. :: I 0 . _j __­_ , � : i -% L____--_-_____-___________.______..____. ­ � .. . , -, � .1--m : .: . ,:* --.,, C - _____ - _­_­_��__­ -----------�---�---�.---- -M--------------,---------M-------------------.---�---- ___ __ 1: � I 0* MCI* ____ W_ . V :_ . COVERA0E ' A- 102 .01 ____ __ ---- -- ---- ---- --- _ _ < 1. -4 __ % LOT 4 ---,, DESCRIPTION (FOOTPRINT) AREA PROPOSED FIRST FLPOR PLAN ­�:_,��� , �.`�,�, . IN' / FU7URE "*�-.ft (� __ __m___.___ _m____ ---m_--------.-.---.--�-----�--��- PROPOSED SECOND f LOOR PLAN :. � . m . ;� 6 POOL VA ---,, 50,000.0 1 I ,. _11 M ., () 14) .;?% TOTAL.LOT AREA � ! ..." ­ .".., ,`,_ Z/, .% --- _____.______ - ___­___­ S.F. � L .­� - - ____ I M. ��,,a, / I ---,.. -(z)(0 I I ..,`:.%­.. / EX15TIN(5 HOUSE 1,510.5 S.F. 4.4% � ; ----�..----------------------------- -------..--------------------------M -m-------- ---. - -- ____ - _ - -..--- � `-1 -4 /�-/ I .1 CO ---,, I ,�. 1 4 -� - __ --- - ___ : -1_.:.m . r, -A �P.;e V - b- DIA. __-, ---..-, PROPOSED EXTERIOR ELEVATIONS � . �:-,.,* .�.:. , - 1, : A-201 .00 . 10 x pRop. x 41 - ­ EX15TINry DECK 554.2 S.F. 1.2% � � . ,�f 0 / I ---.,, ! ! 10 / VN DEEP __ _ _ ____ ��� - __ : - �, . ____ EL= � i . - - - EXI5TINry 50REEN-ROOM 16CLO S.F. . 0.6% : I . � . . I � - � / /:rf- EXIST. - - 45.5- if V- ____�__ � . .,. q � 5�14 Dips! PROPOSED DETACH 6ARA5E / I I . I if -% 0-_;e * - -0I- (6 5TORAOE 1541.5 5.f.,:. ! 2.5% I _­______ ___________________________________ - _­ -- - I— - ____ --- - ----- -_ - - - - 1.�� . - .�� I CELLAR - I /I--,' - - __ - - _� _� : � A-202.00 PROPOSED EXTERIOR ELEVATIONS / ---, * 16, 1 ENTRY /,�l TOTAL AREA OF ALL STRUCTURES 268,515 S.F. � 5.cl% �, , I I .1 I MIN. 4"DIA. Z*/sr L.55.5 . -_ I : . ;. , , SOR 35 --,(N * / I "MAXIMUM LOT COVER.A&E ALLONED - 20% � . - .,__�_ PROF. OR eouly. RETAININ6 / I I ------- � � . ! / -I -,,�'_ -Y MIN' P/TCH . I SAN'TAF WALLS ------------ ___________________.m_m___ ------------------_­­ '­ -- - - - -- - - - . - ----.,. I I,, � CONNECTION 4".w '. , ". .. CLEAN �vsr EXIST. HOUSE / I -- � � � m . - I I � � . 1. . . ., : KT . - . . . �.,. , . . � � M . � A-50 1 .01 - - / 1, ,1, OUT a rle!(:��- If ','� : � - � : . � - : . � . %...*�*�, .. .. � � m : BUILDING SECTIONS : ! : , . . . 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LOCA710N MAP .................... .... .. . .. .......�.............- ........ "-.-'1'-_ 7017� fflq% Idammmillb, r% r r"N' r AW111% -1 /q //F --**.,\ __`L_ N 9 ( - 40� L) , ) � 7\\ (( I) U'(' R / N" I \,�-, , 11� '�11 /k, A E t_________ �___ 'fil__�a . I _'�'��;60� / //'*�� '5'N` V' 0" 1�'5' 41S7' J fiC 93 I I I I SCALE: NT5 . I - 1� I I I 11 I - -- - - - - - --- --- =_­________________________ -- -- - _ CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY ��� �IT I O I�l J O NOTES I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 a BETTER (Fb = 8'75) UNLE55 THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION A5 IT S��EG I I GTI ONS OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE __ _ -- ______ _ ___ -_ -.-----------------------.----------_ _ _ -_ - _ p' V IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CON5TRLC,TION DOCUMENT BINDED PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTOR-5 IN SUC-4 A MANNER TO ASSURE THAT THE CONDITIONS OF --- ------------- TRACTORS RESPONSIBILITY TO READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BD. BOARD INSUL. INSULATION - - � O T06ETHL-R AT ALL TIMES. IT 15 ALSO THE GDN -_ _ ___ -_:-- SPEGIFIGATIONS,AND BE FAMILIARIZED WITH THE PLANS PR10R TO WORK &" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR _-- "- - 6REATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIR61N,UNDISTURBED SOIL BFE BASE FLOOD ELEVATION INT. INTERIOR 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT -- - - - PROVIDE 51H 5EALANSULATION. SIZE OF SILL TO BE (2) 2"x6",UNLESS (1) 2"x6" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. BLDG. BUILDING K KIPS (1000 LBS) t- -H GENERAL I5 NECESSARY TO MATCH FLOOR HEI6HT5 WITH THE EXI5TING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 P5 FORMAT, AS ----------------_ -----------.- - ------ - - I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE „ BM BEAM MANU. SPEG.'s MANUFACTURER'S SPECIFICATIONS W >_ APPLICABLE BUILDING DEPARTMENT. APPLICABLE AS A DERIVED WORK). 4. FORTUNES TO REST A MIN. OF 4'-O BELOW GRADE,UNLESS --- _ ___ _ -- 4. AT FLUSH FRAMING USE 16 (SASE METAL JOISTS HANOER5 BY TECO' OR OTHERWISE NOTED - - __ _ I. IDENTIFICATION: ALL SOLID-SAWN LUMBER,GLUED LAMINATED TIMBER, B.O. BOTTOM OF MAX MAXIMUM 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. 1, WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS,U.O.N. - -- - -- - - _ _ - -_ - - cn Z ALL DIMENSIONS,CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING NERAL CONTRACTOR. 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINC75 IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL BOT. BOTTOM MECH. MEGHANIGAL 'J P '- STRUCTURE/SITE SHALL BE FIELD VERIFIED BY 6E --- i' OLDOV�lN DETAILS TYi�I GAL NAIL I NO/STRAfi=� N 'RI EOU I REMEN /TSS FOR =----------- - ---- - FAs-rENiuO===s0+�EDuL�`=A_ - UAL I FTS SHEAR, $ LATERAL Y`4I ND RES I STI`"`�NGE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'S;MANUFACTURER (SEE PAGE G-003 FOR STRAPPING AND NAMING REQUIREMENTS, SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED AND ROUGH OPENING FRAMING REQUIREMENTS) J = X-i "ALL STRAPPING TO BE V x 20 GAUGE -- SIMP50N EaUVALENT - C520 (GOILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE �w � [��IJ5E loci NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL —(SCHEDULE AS PER AWG 2018 WOOD-FRAME GONSTfWr TI ON MANUAL TABLE 3.1) cr- Lu >- FASTENER - S_P-E i MISCELLANEOUS FRAMINO &RAPHIG5 _ G0NTI N000S BU)LT-UP O I RDERS, 5 OR MORE SUPPORTSI B OGK 11�1C-� FOR PI AT ORM 1�lOOD SRAM I N �- -� (THAT EXCEED FRAMING 5TANDARD5, IT 15 REO'D FOR FRAMER TO HAVE A '"" WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE Q (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) -- _ --_-_ __ 1/6 ASSEMBLY REQUIREMENTS: _ CONNECTION 4 1/4 OF A \ WHEN GIRDERS MADE UP OF JOISTS NAILED DESCRIPTION TOGETHER 51ME BY SIDE ARE CONTINUOUS OVER -i � BLOGKI N& UNDER LOAD BEARI N& WALL PATTERN 1. FOR PLATFORM FRAME CONSTRUr-TION: THE SOLE SERVES F- - THREE OR MORE SUPPORTS, JOINTS ARE TO BE ` " �� � -- MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING_ NON-LOAD BEARI NO WALL OFFSET FROM SUPPORT A (2J Rows IOd NAILS a 12"O.C. P THE SPAN LENGTH FROM AN INTERMEDIATE ONS ION THE DOUBLE JOIST W }' 2. FOR PLATFORM FRAME CONSTRUCTION:SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE _ = SERVES AS FIRESLOPPIN6. h STUDS 5 a (5)ROWS sod NAILS a 12 O.C. p THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE _ 0 U) SUBFLOOR (2)ROWS 1/2" m DOLTS a 12"O.G.STA66ERED; JOINTED ON THE SAME 51DE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE z SUBFLOOR G DBL.a ENDS TWD-PIECE PLATE SERVE AS FIRESTOPPIN6. _J EUILT UP 61RDER P MAX.52" SOLE PLATE _ - NAILING: H u v (2)ROHS 1/2" m DOLTS a 16"O.C. 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE -- _ TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE - _ - JOIST SERVES AS FIRESTOPPING � � 50LE PLATE - E (2)Rowe 1/2" m BOLTS a 24"OG. SIDE WITH IOd NAILS, TWO NEAR EACH END OF O 0 CL ul) BETT^EEN vb EACH PIECE, OTHERS 5TAO&ERED WITH A DISTANCE ___ _ g 5. FIRE5TOPPIN6 SHALL BE 2 INCHEgi OF WDOD BLOCKING -- „ F (2)Rows 5-5/8•TPA)5�LOCK SCREWS o 12.O.G. t v4 of A OF Ib INCHES BETWEEN NAILS IN A HORIZONTAL _ _ _ _ OR OF NONCOM-BUSTIBLE FILL. SCREWED ON(U SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH - (2)Rows 5-5/b"TRU95LOGK SCREWS a Ib"O.C. P SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH - -- - - - - - b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE 0 G SCREWPD ON(U SIVE OF MEMBER 8-= - - -=-= 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = - _ JOIST, OTHERS STAGGERED N/ A DISTANCE OF 32 > - --------- JOISTS SERVE AS FIRE5TOPPIN6 (2)ROWS 5-5/8'TRUSS�LOGK SCREWS a 24"0.0. AND BETWEEN NAILS IN A HORIZONTAL LINE. .� � ��----- __ LL H SCREWED ON(U SIDE OF MEMBER � P _:"-. .."'" ------ --" -- -- - JOIST THREE-PIECE - - - - - _ - T. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND MAXIMUM OFFSET J (2)ROWS 5"TRusSLOcK SCREWS o 12'O.G. WILT UP 6IRDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d _ ----- - - - 2 INCHES of WODD BLOCKING PLACED BETWEEN JOISTS JOIST DEPTH,d - -_ =SGREWm ON BOTH SIVE of MEMBER - P NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. 4 _ _- _ SERVE AS FIRESTOPPIN6. '� CSO MATCHED 51ZE OF BLOCKING FIRE5TOPPIN5 AND K SO ROWS 5"TROTH SI SCREWS a Ib'oG. PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE - - - - _ .> C� UNDER NON-LOAD BEARIN _ _ - ,- =SCREWED ON BOTH SIDE OF MEMBER=___ -_ 5. THE HEADER SERVES AS FIRE-5 OPPIN6. z BLOGKIN 5 BETNEEN I/b OTHERS 5TA6GERED w/ A DISTANCE OF NOT MORE _ _ _ T, .... PARTITIONS a 32 D.G. (2)ROWS 5"TRUSSLOCK SCREWS o 24"O.O. - _ L SCREWED ON BOTH SIDE OF MEMBER ! 1/4 OF A THAN 32 BETWEEN NAILS IN A HORIZONTAL LINE. - - -_ q. _j � C) DOUBLE PLATE BE ADDED BETWE B STUDS N PARTITIONHADJACENT TO I T QUIYALENT SHALL ItFOUR-PIECE 61DER5 ARE TO BE A55EMLED AS _-_ -- - OZ_47�- Q Z le GE I L I NO BRAG I NO STRINGER TO SERVE AS FIRESTOFrIN6. GANTI l_EYERED FLOOR >�a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED i -- -- PLAN SHALL USE CONNECTION PATTERN'A'WHEN VOR SMALLER FOR THE THREE-PIECE GIRDER. -- --- - = 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR f &ABLE ENDWALL i CONNECTION PATTERN'"FEN lo"OR LARGER P =- -- - - - FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH u'- -UJIi cg 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 -____ APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL u TUD OFFSET FASTENERS 1/21 FROM ONE SIDE TO THE OTHER BUILT UP 61RDER GIRDERS ARE TO BE 5EGURELY ANCHORED TO ( HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH O = LO GABLE END P FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF SOLE PLATE 2"x4"CONTINUOUS MASONRY PIER5, NAILED TO WOOD POSTS OR THE VERTICAL OPENING IS SEALED Y PLASTER ON THE GEILIN6 SUBFLOOR LATERAL BRACE a b'O.G. TRU`'` BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE 7�+E FIRE-STOPPING SHALL BE BAND 2) IOd NAILS TRU55 OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED JOIST , GJ AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL I�l A I L I I O F A TTE R I�l J FOR SIDE LOADED 5 E A't S 00, FLUSH E E A'� �> PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS H, THE INTERIOR FINISH. PLASTER GEILIN6 V NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES,WILL SERVE W 10) 8d -LOCATIONS REQUIRUN6 FIRESTOPPIN6- AS FIRE5TOPPIN6. NAILS - - - - - FIRE- FIS_ WOOD FIRESTOPPING FIRESTOPPING h FASTENING RECOMMENDATIONS FOR 51DE-LOADED, sTO� sroPPlNs FIRE- FIRE- SOLE STOPPING STOPPING V W MULTIPLE-PIECE MEMBERS rm J015r « sd COOLER NAILS a 10"o.c. NAILED' BOLTED' Z J -__ -- --- - - - -- - -- - - RTICAL 2'x4"BLOCK NAILED To EA.BRACE - - -- ---- -- - ' - - RDM---- A� LOGKIN6 Iba 5 eoLr�s i e rs" BMTS. w/(4) IOd NAILS yAPPLIED ' 20 a.STRAP •12'OL.' •12.OL 6 OL.9TA6BO� •I2"O.G. •6'O.C. TO 9 1 FIRESTOPP,IN6 WHEN �✓ ' COVERING 15 APPLIED g = - - '__-- i O NERAL 5Y1-150L i«Y : Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT Z Cri —i WOOD FRAME L.G. 5TL. W a N EXISTING TO REMAIN WHEN APPLICABLE) J W T-i NEW WOOD FRAME (L.G. NEW FOUNDATION WALL - - ------ -------- -- 5TL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL = O -T- �.. WOOD FRAME (L.G. 5TL. -T- POST FOR 4 WALLS _' (MIN. (2) 2"xb" STRUCTURAL F- Ln N<WHEN APPLICABLE) -= - POST FOR b" WALLS), U.O.N. O O O NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. Z m WHEN APPLICABLE) d' O � D FOUNDATION PLAN NOTES Z J J 00 TYPICAL P. GONG. FOOTING d WALL CONSTRUCTION: O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD Z Q (fl d SILL SEAL • ANCHOR BOLTS A5 PER PAGE 6-003 Q • P. GONG. FOUND. WALL AS PER DETAIL UPON • P. GONG. FOOT'IN6 AS PER DETAIL • ASPHALTIC MASTIC, DAMP PROOFING TO EXTERIOR < Z CV • B.O. FOOTING ;3'-O BELOW 6RADE MIN. i • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN � w APPLICABLE) rq • AIR ENTRAIN P. LONG. FOR PORCHES/PATIOS/ STOOPS (WHEN APPLICABLE) • MASON TO A000I.NT FOR FIN15H STONE ON THIN SET e-I J O FOR HEIGHT OF WALL $ 5LA5 (WHEN APPLICABLE) OHOLDOWN: HOLDOWN 'D' AS PER PAGE 6-003 cr D O Ib"x8" DEEP P. CONG. CONTINUOUS FOOTING V AS PER NOTED DETAIL (TYP) H O4 IS"x18"xl2" DEEP'P. CONG. PAD FOOTING U AS PER NOTED DETAIL (TYP) m <C TYP. 5TL. a(- 5M G5EE NOTED Di AIL A5 PER PLAN 4 .. RETAINING HALL TO STEP DONT`8.5" FOR EVERY 12" HORIZONTA-LY RETAINING WALL TO STEP DOWN 8.5" FOR EVERY 12" HORIZONTALLY tt 4 Pi .p 2 a�J 10 y I C 5 «. j NEN 4" THK. P. GONG. N r SLAB w/6"x6"-10/10 CL W.W.M. R CL NEW - w CL b FOUNDATION Z n O 1 ' U 0 --—--IIS 1 I 64N - A-301 A-301 two .�I 3 Q O O - - - - - - - - - � '� PROJECT: � m 2 ANTONIS®N m GARAGE I � " 0 1162 N BAYVIEW RD -- --- - -- --- -- - -- - - - - - - - SOUTHOLD, NY11971 2 DRAWING TITLE: PROPOSED FOUNDATION PLAN 2-4/2" —8'-2" 4'-5" &'-2" 2'-*2" PAGE: Ole 0m i ROPOSEP FOUNDATION PLAN SCALE: 1/4" DATE: 07/22/21 5 OF 11 k 3 I OENERAL S I t,-150L <EY : ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "G-003" FOR NAILING d STRAPPING n.. 07 DETAILS. Q U NEW PARTIAL HEIGHT WINDOW CHART W 2 U _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. ___ uj CN WHEN APPLICABLE) _ EGRESS - �� EXISTING TO REMAIN J ROUGtf INC WINDOW DIMENS NEW FOUNDATION WALL >- CLEAR - - TAG TYPE MODEL # � I N OPENING Q W >- --.._._ OPEN NEW WOOD FRAME (L.G. -=` -- - - WIDTH REQ'D• 20" 5TL. WHEN APPLICABLE) - - _ - ' --- - HEIGHT REQ'D•24" TWIDTH „ HEI6HT WIDTH HEIGHT {--� NEW I-HR FIRE RATED = A DOUBLE HUNG WDH2103I0 , 3-C� 4-O - O REOV: S.F. F MIN. (2) 2"x4" STRUCTURAL —� �(, , P05T FOR 4 WALLS — ____ 11 � WOOD FRAME (L.Ci. 5TL. _- - - 2'-11 11 41_0 �" J it (MIN. (2) 2 xb STRUCTURAL B DOUBLE HUN G WDH2442 2.6 II II ! WHEN APPLIGABLI°) ". ' . 4 I (L rn Q U BU I LD I NC5 5EGT1 ON NOTES F_- 0 - W D N NEW ROOFING NOTE (TYP): UI. INSTALL NEW AR:HITECTUR.AL. STYLE TIMBERLINE' VA ASPHALT ROOFING SHIN&L.E5 BY 'OAF' OR EQUAL;MIN. ...1 Lu GRADE 240#,30 YR WARRANTY OVER 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO = W >_ 0 Z 24" FROM INSIDE: FACE OF STUD WALL AND AT VALLEYS OVER J R 3.INSTALL 15 # BUILDINO FELT(U.O.NJ OVER I 0 Z 4.I/2" GDX PLYWOOD 5HEATHINO (BLOCK ALL SEAMS) 5. GAP SFfINGL E OVER RIDGE $ HIPS (A5 REOV) RIDGE VENT(AS REQV) - 0 O p Lo 0 6.PROVIDE - '7. FLASH ALL VALLEYS 3 12 PS PER PyP,NS V R�' 4S�R PL b.INSTALL DRIP EDGE A5 REOV A OLo cr q. INSTALL ALL AS PER MANU. 5PEC.'s RR. 1 2 a n y- It co TYPICAL ROOF 4 CEILING CONSTRUCTION: G.J. AS PER PLANS O NEW ROOFINO 5 NOTED • I/2" GDX PLYK 5HEATHINO OLOCKINO m ALL PLYND SEAM° • R.R., G.J., b G . AS NOTED ON PLANS (O J SPANS OVER V INSTALL "X" BRIDOIN5 O a J co CENTER OF SPAN,U.O.N)MIN. OF R-4q FIBER 4 m H OLA-55 IN5UL. w/V.B. U.O.N., STORAGE IL Q UNHEATED J � -H TYPICAL EXTERIOR WALL GON5TRUGTION (TYPJ: : p p UNFINISHED PROVIDE SLEEPER AT#":12 Q 0. PITCH YV/ " PLYWOOD; ' O UPON T`(VEK" I-IOU5E WRAP (OR EQUAL) O • UPON I/2" COX PLYWD. SHEATHINO (BLOGKINO • r PROVIDE EPDM FLAT ROOF ALL PLYWD SEf�MSJ MEMBRANE ABOVE < Z N • 2"x6" STUDS O 116" O.G. w/DBL. TOP PLATE ,�� r /SLEFPER5.• MIN. R-21 FIBERGLASS INSUL. w. V.B.,U.O.N. brW CS? • 5/b" DYPSUM BIS. WALL FINISHC4 �L r J- =::� -. NEW 5IDING NOTE (TYPJ -F.J. AS PER PLANS - - - < 6 1. INSTALL NEW CEDAR SHAKE 5IDING(TO I O r ...,I d O SELECT BY OWN�� L — — 2."TYVEK' HOUSE WRAP (OR EQUAL) - 3.INSTALL ALL AS PER MANU. SPEG.'s _ _--...-- --- - 6 4.PROVIDE ALL NECE55ARY TRIM FOR -- _>-- - A-4ol W PROPER INSTALLATION -- �� --- -- - 5.510INO SHALL EXTEND TO TOP OF - cV' 2 GAR - FOUNDATION hIP:LL -- I GARAGE _-._—_ � HALF-BATH - � _ F- -- ------------------ - -- - -- - U 5 NEW 4" THK. P. CONC. SLAB w/6"xb"-10/10 NYJ.M. �p,DE 4q•7�--._ -- REAR FOUNDATION WALL - O REINFORCEMENT PS PER DETAIL -- - - _ - LdJ j . - ~ U TYPICAL FLOOR: CONSTRUCTION: c�1 6 • NEW FLOOR JO"5T AS NOTI°D ON PLAN ' I � O I -1 • 3/4" COX PLYWD T46 SF+EATHlN6 (BLOCKING m 5 _ - ALL PLYWD SE,4M5) • F.J. AS NOTED ON PLANS(m SPANS OVER b' GRADE 46' F--r-q,INSTALL "X " $RIDGING m CENTER OF SPAN, d ��U.O.N) 8 • MIN. OF R-4q BATT INSULATION;FOAM MIN. 3" ( � AT RIM JOIST �- 1. NEW CEILING INSULATION MIN.OF R-49 SPRAY FOAM INWL.w/ 0 V.B.U.O.N., I E I I (b NEW R-10 (21) RIGID IN5UL. OUTSIDE SLAB SYSTEM (MIN.R-10 AS PER,TABLE 402.12 ZONE 4) 5 A-401 SECT 1 ON 1 -1 /A-301 N 50ALE: 1/4" = P-O" 2 �. U i N i a) 2 N _ I a . O 1 , (a ' N i > ! iI O Q) : I . d _R I a N - I _ II t O c a . 3x2" ALUM 3..x2.: AL-UM. , a N . DONN5POUT .� DOWN5POUT DOWN TO DOWN TO SPLASH I�" TYP. O.H. SPLASH I ao GUARD • GUARD m ? m a , - GRADE GRADE . -....".-......._.... . :...........:.»: .:.........:..,....::............ . ....:.:.... :»::::::::.....,»»::...:.::._..»:.».:..__........»:».:::.....:..... _».:::»»:..::::::»:.......::....._». ::.::....- »:»:::»::»:»....»»:.:. .. .:.,.:::::::::.:::....:::::::.:.:,.::.,.:..:.,.,,�»»:....:::::::::..�:,::....::::::. - ,11"..............'... .::»»:...... ..::..:»».. .......... . ................. ». »...,. .:: .:: »:. 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PROJECT: ....:..::::::.:.::::»». :::.................::...:: ..:....:........,.: ::::::::,.::......:»::,:._»NE.W 2x8 R.R.:::::.,::......::::....x:.::::::::.»,::::.. ­"'­^­­­­. :.....:::...».:..::.....xiNEW 2 xb R.R.,:.:.;.,...::-.::,......._ ...:::::::::_:::: .. . .....::.. .. ................_............... ............... ::. .... ..:: ::::::::::::::::..::::: :.. .:::::.:..,::: :;o I6 O.G.: ;;:::::...... ;; m Ib O.G....:.,..,......:................... ..... ... ........... ............................ ............ .................................. ................ .......... ................................................... .......... ............. ...............::::::.....:::::::::::::::::....::::::::::::::::::::::::::::... .......I.... ....._................................:::::::::.::::: ::::::.....::::: ::.::::::...::::::::: _:::: :: .......::::.: ....... .................................. .............. ..... ............ — — -- -- — — — — — o .::..:.:::..::::::.. .. - ANTIONISON . .... .......... .....................: : ::::::,..:::::::::....::::. ::..:.....::::..:::..:.:. .::::::�:::: ........ :.::::::::::::....:::::::::...::::::::::::::°:.:::::. ;°:;i°";::: :.......::: ...:::.... ...................... ............................... :::::::::......:::::::::::::...:... ....... ..... .... .....::-...... .......w. ..... ... ......... .:::::::... .... ............. ::::::::............ ..... ... ....................... ................. .............................. ��;.::": ............................... .. ..:��..::.::::.. :m.. .::........:: . m::..........:.::::._..... ..,.:......:::....:......:.::.:.. .....::.....::�::::.............:: .::,.::::.::... ...,»:....:»::.::»::. ». .... . ...... . ....... ..:.:.::...................... ................ ................................: ........ .......... .... ..........................................:::::::::::::. .`:: ::::::':°:::::::::, :::::::...:r: :::::::: :::::::::::.2) 2x8 R.R. (TYPJ : . ::::_ . ._ GARAGE ..:........ .»............:...:..::..: . ...."....,..:::.. .......... ............ ...I....................... . -....... fl, .........:.:::.: :. .....,-.::..- ...:........ ..:::....:....:�;..... .. ..... _ - ..... _ ...::::.....:..:::::*: .,.:.......::............. .............. ...... .. .....t:::: _ . ::::: ........... ............................f. ....:..: :.:. x ................ ::.:..::::::.::...... ._. .......:..:::.:::.:..:-:...:..... ...: :::,:...-:::.. ... ..: ::...::::::.::::...:- . :. . _ ........................... ................ - - --.- -- - -_ -- _ - __ - - - --- ........... KYLIGHT N ...... ................ ..f ......... :..:......:::....:::...... .............. m is 51 :::,....::.:..::::........:::::::::::....:.::. ........... Q ::::::::::.....::..:.. ...:: aL a:: :::.....:: :::::.:.::::':::.:..::::::: .......::::::. :::::: ::::::.....:::::::: .::::::::.:::::::::.....:::................ ::::.:: :.: .n a::::::::::::::::::::::....:::::::::::::::::.:.*%%%. 1162 N BAYVIEW RD it......:::................::::::::::::::::::::::::::: ....:::::::.:::::....:::::::::::::::::::::°:::::::.... :..:::::::. HIGH POINT ....... ......................................... ... . .......a INT .... ... ,H IOH PO ....: : .. :: ........ ....... ::.:.:.. SHED »_" :::_,:..:..».:::::....... . . :: :::::DORMERS�?­ :::•::::::::::::-:::::::::::::::::::::.......::: ......::: ::.::: .......::::.. :.::.....::.::.:.:::................. :.:::. ::.::::::...... > ::::::::......::.:::::.......::.::::::::::::....::. :::: (2J..2..xb R.R. (1YPJ::::: SOUTHOLD, NY 11971 ...................:::::.:.::::.: : :::::.. .:::. 1_......::::::,::::::::::....::::::::::::: .k--3.-�.... - .::::::::::: :::::::::::.:::::......::.::...............:.. .... ....... .... . ... ......... ........",... ............ .............. .............................. .......... .... .. .... .................. ..»:...:::..;;.'. . ....... ...... .. ........ ... . ............................................... ::::..... ..................:::.........:..:a .....,. ......: ,:::,,,:::::...:::.::::::::.::::::::::::::::::::::::......:..::::::::::::::::::::::::::::::...:::.:..:::::.:::::::::::::::::.'.l."::'. ::::.::::::::::.::::...::::..:...:::.. .............................. .................... ............. ......... . . :.... ::.... ...:::::...:.n SHED . . .- . ..._.......................... ............ ............................. .._.......... ........._ .....I....... ..................... .. ........_...................'f.... 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(TYPJ::;;:::::::::...:::::::,.:::: :..:.;;:::::::::: . :::: O _. .. .,. ::::::::::::::::::... .:::. : :::::::::::::::::::::::::...:.:::::::::::::::::: :::::::: ::::::::::::::::::::::::::::::::::::: .......... .......................... ................ ..........::::::::.:::::.::.::::.......::::::::::....::::::........::::::::::::::,x. :::.:..:::::::.::°.: ::. .:....... :::....................... ::.::::... :. :::::::::'::::::: :::...::::::....._ '? t ::at;:::: "'::: :: .... ..... ..... .......................... .........--,-.:::::::-:::.::::::::.:::......... ..�,. 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":NEW 2"xb" R.R. ::.,.. .W:.» ... .. .. 2t.-...- .. • Ib"...C}G :.. �o I6" O.G.:»..»»:::., I I .......... ....... . .... ... ..... ............. ... ........: .................................... ..........-............................................................... ....... ............. ........... 3"x2" ALUM. 3x2' ALUM. DOWNSPOUT DOWNSPOUT DOWN TO DONN TO SPLASH •. } SPLASH OUARD m GUARD • GRADE "_ ORADE l' 11 . `{',h,"4 ._ -moi -moi" ____ '� _ �� '^ -- --__1 �-- 'moi '— �_- �_� __ �_� -- i" ^'}' ROOF FRAM I NO FLAN / SCALE: I/4" = I'-O” C Q U u � 04 W o O O �- Lt) tx z O z W J J QQ z J � O QZt4-i4 u. W (o Lo ImTq I`- = LS') O J O w U w EE � U Q 4" FRESH AIR VENT �\ J I L THROUGH ROOFLL I I i — ----------- -- ---- AALLLL€PLUMBINO WORK c SHALL CONFORM TO i O I O LOCAL PLUMBING CODE I FROVIDE WE-SCO FP200 FR ALL PLUMBING d EXPANDING FOAM" (OR EQUAL) w d V I AT ALL PENETRATIONS IN FIRE 3 E�G � Op u N I RATED WALLS AND ww ----- I G I FLOORS/CEILINGS. PRODUCT N SHALL CONFORM HOT WATER LL TO LOCAL y � I CONFORMS TO ASTM E 814, SUPPLY pp FUELPLI)M&ASINC7 GORE d 0 I ASTM E 84,AND UL 14'f9 X F1JE:1. 6A5 .-• 1 _ -- -- ----- GOLD WATER ci ---- ------------------ ---- ~ - _ SUPPLY N - - - - - --- - - -- ---- PING TIONS: � I. PROVIDE "ABESGO FP200 FR 6 o r HALF BATH PROVIDE "ABESCO FP200 FR PXPANDING FOAM" (OR EQUAL) HALF BATH ALL PLUMBING WORK EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALLS SHALL CONFORM TO AT ALL PENETRATIONS IN FIRE -- - - ----------_-__-- AND FLOORS/CEILINGS. a 2.. LOCAL PLUMBING CODE RATED WALLS AND 4, IFRODU T CONFORMS ANDU TO 114 TM E a OC T FLOORS/CEILINGS. PRODUCT2-1 00 NEW 2„I I O NEW CONFORMS TO ASTM E 814, o N -rL.B. I 2"1 GLEAN OUT I L.B. ASTM E 84,AND UL 14'79 0 NEN � I I NEW 3.. A5 REQ'D i I ~ I 4 NEW aGOMBI-BOILER w �a I W.G. I I N.C. O VERIFY SIZECL PROVIDE FA.I. u I p w/MANU. WALL HUNG g z O I V U UNIT NAVIEN Q IILL O Q I m - - - - - - - tL - - -- 3G.O.I - - ----- - -- ----- - - /ENT --------------- _. ..-.._.._.._.._.._.._.._..-.._,_.._...C 04 NN REGULATORG.O. CONNECHOUSE w T TO 4" WATER SUPPLY N N 4" DRAING O SYSTEM j MAIN HOUSE -- - --- - --- 0 i j O O WATER GAS SUPPLY SYSTEM 4" TO MAIN PROJECT: i �.._.._.._.� HOUSE h_---__ > TO MAIN SEPTIC HOUSE GAS SYSTEM LINE ANTO A'V ISON -_ GARAGE 1162 N BAYVIEW RD SOUTHOLD, NY 11971 DRAWING TITLE: FLUMB I NO R 15ER - DRAIN / NASTE / VENT FLUMB I N R 15F-R - SUFFLY OAS R 15F-R DIA RAM PLUMBING- - RISER DIAGRAMS SCALE: NTS SCALE: NTS 50A�E: NTS GAS RISER DIAGRAM PAGE: U 0or ■ DATE: 07/22/21 11 OF 11 4, 1 r �.wpf i i U uj - - `/ ye y 4". aa' Iii}.n i II i � I I Lu o IL) LU Q i o � �,. APPROVED AS VIOTED_ � --- - � fr` �TIFY BUILDING DEPARTMENT AT '65-1802 8 AM TO 4 PM FOR THE INSPECTIONS: OLLOWING r rFOUNDATION - TWO REQUIRED .t FOR POURED CONCRETEROUGH - p(`^aa gg -e 3. INSULATION AMING & PLUMBING �i''a CONSTRUCTION MUST " 4. FINAL CON �,;'• R{. -" ;� BE COMPLETE FOR C-0- ALL CONSTRUCTION SHALL MEET THE . : { �� Ff REQUIREMENTS OF THE CODES OF NEW RETAIN STORLI WATER RUf, YORK STATE. NOT RESPONSIBLE FOR PURSUANT TO CHAPTER 2 DESIGN OR CONSTRUCTION ERRORS. OF THE TOM CODE. ARCHITECTURE ANTHONY PORTILLO , R .A. LEED APROJECT: rx-r- -�w - , e MFIE ANTIONISON GARAGE15400MAINCr)1^• 'LY WITH ALL CODES NEW YC STATE & TOWN CODES - g MATTITUCK -- ---- AS REQUIRED A 1162 N BAYVIEW RD SOUTHOLD, NY 11971 s ,�eorxx,� LLC 0 : 516-2 :14-0160" _ , r ��"MUSTEES DRAWING_TITLE: _________ TITLE PAGE ,i TRUSS PLA. CAROI,,I , 7-0,L1)RED t r� f` PAGE: T-100 f C�' DATE: 12/04/20 1 F f�' 0 6 FOUNDATION. CONCRETE, AND MASONRY CARPENTRY NOTES Si��G I I G TIONS I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXI5TIN6 FOUNDATION AS IT 1. ALL OTHERWISE NOTED. SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 875) UNLE55 v I APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE IT 15 THE CONTRACTOR'S RESIDON51BILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED 51.8-CONTRACTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. 2_ ALL LUMBER IN CRAWL SPACES TO BE 18' ABOVE SCRATCH GOAT. MAINTAIN - ---_--- --- ---- ------------ - SPECIFICATIONS,ANL'BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 8 MIN. FOUNDATION EXPOSURE. T- � QQ,QQ � TITLE PAGE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO GENERAL 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. PROVIDE SILL 5EALAN5ULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"xb" I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. APPLICABLE BUILDING DEPARTMENT. 4. FOOTINGS TO PEST A MIN. OF 4'-0" BELOW &RADE, UNLE55 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR --- -_-__-__.--- OTHERNI5E NOTED EQUAL. A-I QQ,QQ GENERAL NOTES 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 5. WALL5 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS FLOORS, ROOFS, AND HALLS. 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES UNTIL 151 TIER OF FRAMING 15 IN PLACE. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, AND AUTHORITIES HAVINcS JURISDICTION. "f. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. U.O.N. -2QO.00 HOLDOWN, ANCHOR BOLT, 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 7. ALL BEAMS, 61R:DERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING STRAPPING & OF THE ONNER/BUILDER 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED SOLID WITH CONCRETE. 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. NAILING DETAILS 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS FASTENING SCHEDULE SHALL BE CLARIFIED WITH THE ARCHITEGT/EVGINEER BEFORE PROGEEDINC q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. q, ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/GONGRETE TO BE WITH THE WORK. -- -------- ------�- ------- --- --- ------ 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 P.T. - Q Q,Q Q SITE PLAN b. NO DEVIATIONS OR CHANCES TO THE STRUCTURAL SYSTEM SHALL BE MADE DAYS OF 4,000 P.5.1., U.O.N. UNLESS APPROVED BY THE ARGHITEGT/ENCINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 11. GONG. SLABS TO REST ON MIN. OF 6 FINE GRAVEL OR SAND WITH ON PAGE 6-003. GENERALLY, SHEATHING IS OF I/2" THICKNESS ON WALLS AND '7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION KITH FLOOR PLANS b MIL. POLYETHYLENE VAPOR BARRIER UNDER ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. APPLICABLE. -�QQ,QQ FOUNDATION PLAN 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. FLOOR PLANS V q. DO NOT SCALE DRANIN55, WRITTEN DIMENSIONS TAKE PRECEDENCE (1) WALL TIE PER (3) 50. FT. NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. ROOF FRAMING PLAN - -- - H 10. ONNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE NEEP HOLES, A EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR _ PPROVED EQUAL. -------_. - - --- CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL MAX. 32-0�� AO.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. J 11. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. 13. BLOCK EXTERIOR STUD HALLS AT HALF STORY HEIGHTS AND AT ELEVATIONS UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. Q AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN FROM FOOTING TO 2 ABOVE FINISH GRADE. BUILDING SECTION PERMISSION FROM THE ARCHITECT. Ib. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS NHEN SPANS 12. THE ARCHITECT 15 NOT RETAINED FOR 5UrlERVI510N OF THE WORK AND 15 OF 40°F AND FALLING, UNLE55 APPROVED BY ARCHITECT/EN6INEER. NO EXCEED 6'-O" AND AT EVERY 8'-O". RESPONSIBLE FOR DEVON INTENT ONLY. CONCRETE SHALL. BE PLACED ON FROZEN SURFACES. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE ALSO PAGE 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 1'7. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY 6-003. " ? ARCHITECT/ ENGINEER. I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE A5 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 15. PROVIDE BITUMINOUS JOINT5 BETNEEN SLABS AND FOUNDATION HALLS AND NECESSARY. RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE NORK WHERE EVER APPLICABLE. BROOM GLEAN. I'7. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTIN55 ARE TO BE A 15. THE CONTRACTOR SHALL CARRY WORKM,AN'S COMPENSATION AND GENERAL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. I6. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GODS. LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4 THICK GENERALLY, SEPARATE DOUBLE JOIST THE THIGKNE55 OF HALL ABOVE. SUB AND ORDINANCES. CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FLOOR SHALL NEVER EXCEED A Ib" SPAN. 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE NORK OF 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED Iq. AT ROUGH OPENIN65 PROVIDE ALL APPLICABLE NAILING AND STRAPPING THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib" WIDE x 5" A5 PER PAGE 6-003. COMPLETION OF PROJECT. DEEP d 3'-0' BEL_ON GRADE. 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN PT. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ACCORDANCE w/ ANPA 022;NHERE DRILLING AND/OR GUTTING OCCURS, FIELD ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 6LA55 WINDOWS AND DOORS TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING I. ALL 6LA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ABSORBS NO MORE. ALSO, FOR HARDNARE USED KITH P.T. LUMBER, THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) 2. 6LA55 DOORS AND WINDON5 SHALL NOT BE INSTALLED UNTIL PROPER CONTRACTOR IS TO INSTALL HARDNARE THAT 15 SPECIFIED BY P.T. LUMBER 1 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO CLEARANCES ARE: PROVIDED. MANUFACTURER SUCH A5: HANGERS, NAILS, 50RENS, FLASHING, ANCHOR BOLTS, INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN 3. ALL SLIDING 6LA55 DOORS,SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. WHOLE OR IN PART BY ANY NEGLIGENT AGT OR OMISSION OF THE WITHIN 15" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY UNLE55 OTHERWISE NOTED. 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING. TRU55 JOIST Mc.MILLIAN LqE MIGROLAM EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY A. BE LIABLE REGARDLES5 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH B. GEORGIA PACIFIC 2.OE 6-P LAM PARTY INDEMNIFIED HEREUNDER. MANUFACTURER'S SPECIFICATIONS. P5L (PARALLEL 5TRAND LUMBER) DENOTES: A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 5. ALL NINDONS TO BE CAULKED AND SEALED A5 PER NEN YORK STATE ALL TO BE INSTALLED AS PER MANU. SPEC.'s BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ENERGY CONSERVATION CONSTRUCTION CODE. OF CONCRETE, ETC. ARE: TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD TO BE SURE THEY ARE IN ACCORDANCE KITH THE DRAWIN65, SPECIFICATIONS, 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOOR5, WINDOWS, OR FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, APPLICABLE CODES AND GOOD PRACTICE.DEVIATIONS FROM THE DRAWIN65 ANY OTHER TYPE OF 6LA55 UNIT WHEN NITHIN b" OF AN EXTERIOR SURFACE. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT NRI I IEN CODE EVALUATION REPORT. AUTHORIZATION OF THE ARGHITEGT/ENGINEER. 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL i SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRANINGS NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 5. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL PERTAINING ARE TO BE FIELD VERIFIED. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. RAFTER DEPTH. WHERE NOTCHES ARE: MADE AT SUPPORTS THEY SHALL NOT EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK q. ALL NINDON5 TO BE ANDERSEN IF CONTRACTOR 15 TO SUBSTITUTE KITH IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE WHICH INTERFERES NITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. ANOTHER WINDON MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE NINDON MATCH 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S THE CHARACTERISTICS OF THE r-4DERSEN WINDOW SPECIFIED. THE 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE SPECIFICATIONS, UNLESS NOTED OTHERWISE. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: MESION PRESSURE, MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED 22. PROVIDE FIREBLOG+:INC AS PER NEW YORK ACCESSIBILITY STANDARDS. REQUIREMENTS. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/6" TO THE EDGE OF THE STUD. H 23. PLEASE NOTE THAT 'THESE PLANS ARE PROTECTED AGAINST ANY 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE NOTCHES AND HOLES SHALL NOT OGGUR IN THE SAME GROSS-SECTION. w UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS TEMPERED OL . 2 25. FOR NEW HALLS, A PERFORATED SHEARNALL SYSTEM IS USED. THE 2 COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, O CODES AND REFERENCE STANDARD: GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE NOTES, AND TABLES ON PAGE 6-003 8 0-004. THE FASTENING SCHEDULE V I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK MISSILE TEST OF ASTM Elggb AND A57M EI666 AS MODIFIED BY 2020 NY5 BG SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FA5TENIN6 STATE BUILDING GORE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 THE REQUIREMENTS OF AN APPROVED IMPAC7-RE515TANT STANDARD OR SCHEDULE). HOLDONN5 OPERATE IN CONJUNCTION NITH THE PERFORATED Q NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEN YORK AN5I/DA5MA 115. 5HEARWALL SYSTEM (INSTALL A5 PER APPLICABLE DETAILS $ MANU. 5PEG.'5). STATE ENERGY CONSERVATION CONSTRUCTION CODE. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS NITH OD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME A THIGKNE55 OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 6' SHALL 26. COLUMN BEARING AS FOLLOWS: WOFR GOOD TION MANUAL BY THE AMERICAN FOREST b PAPER ASSOCIATION BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, Lu (AFdPA) AMERICAN WOOD COUNCIL (AWG). ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS WALL w/ STEEL SHIMS $ A MIN. 3/4" OF NON-SHRINK GROUT. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCERANITH TABLE SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPAN51ON BOLTS CORROSION-RTACHMNT AND THE ANCHORS SHALL M PERMANENTLY INSTALLED EXIST. WALLS b 12' LONG HOOKED BOLTS ® NEN FOUND. WALLS). FOR ANY - -- - - --- - - - - --- __ - ------- ------- PLUMBING CODE. COoRO51. ATTACHMENT HARDWARE 5 B P POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" --- -- - r - ---- ON THE BUILDING.' 7AE3LE R501.7 4. ALL MECHANICAL NORK SHALL CONFORM TO THE 2020 NEN YORK STATE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, u.o.N.). CLIMATIC & GEOCcRAPHIG DESIGN CRITERIA � �� �.;; MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. HONEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS --_- ------------- -- �� ' ASPHALT ROOFING SHINGLES IN A 5HEARNALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ Ir - ------ - --- 'i------ --- - "='J�' '- � F',;%•a`'.,``ry"s 5. ALL ELECTRICAL NORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) S ANCHOR BOLTS, -___-____ - GROUND 5NON LOAD 25 LBS CODE, NFPA -10 AND 2020 NEW YORK STATE ENERGY CONSERVATION I. ALL SLOPED ROOFING 5HINOLE5 SHALL BE GAF-GLA55-A ASPHALT ROOFING - --.--------.-------- -- ---- -- - ---- ---- -_ - 5HINGLE5 OR APPROVED EQUAL U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Ya BENT PLATE 6 LONG ALLOWABLE CONSTRUCTION CODE. w/6" RISE 4 w/ (2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LE65 STRUCTURAL MEMBER BASIC WIND SPEED 130 MPH 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE SET b" DIST., U.O.N. - ADDITIONAL INFO. I5 FOUND ON PAGE 6-003. DEFLECTION 1 _ _- NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE - -- AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL RAFTERS HAVING 5LOPE5 GREATER THEN 3/12 B EXP05URE CAT'EOC- GENERAL WIND PROTECTION CONNECTION NOTES: LINE. 8 24' FROM ALL VALLEYS,AND ROOF FLASHING CONDITIONS. L/180 - ---- - -_- - W/ NO FINISHED CEILING ATTACHED TO RAFTERS I-- L� -'•' r'�-�. - ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL � ,., CONSTRUCTION;55TD 10-'Iq AND 2018 550 HIGH WIND EDITION WOOD FRAMEB /�.� 3. PROVIDE FLASHING NECE55ARY FOR WATER TIGHT AND WEATHERPROOF SEISMIC DESIGN CATEGORY _ CONSTRUCTION INTERIOR HALLS 3 PARTITIONS H/160 CONSTRUCTION. P I. A CONTINUOUS LOAD' PATH BETWEEN FOOTIN65, FOUNDATION HALLS, WEATHERING SEVERE 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S FLOORS 8 PLASTERED CEILINGS L/360FROST LINE DEPTH - FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. - - --- I - - --- -- - 3-o' INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF ISG SHALL ALL OTHER STRUCTURAL MEMBERS 1 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT SPEC I F C T O S. - -- - ----------- TERMITE - - MODERATE TO HEAVY PROJECT 5. NAILING OF ROOFING SHALL BE TO CODE. L/240 BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. EXTERIOR HALLS W/ PLASTER OR STUCCO FINISH H/360 - ----- -- - ------ YES- ---- ANTONISON b. CORROSION RESISTANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE I 3 AREAS SHAMETAL TO THE STAINLESSTHRSTEEL OR HOT TO SAT COR LVA ZED EXPOSEDOLTS ANP NAIL5 # EXTERIOR HALLS - WIND LOADS W/ BRITTLE FINISHES L/240 `ICE BARRIER REQUIRED - - - DIRECTLY TO THE HEATHER OR SUBJECT TO SALT CORROSION IN COASTAL PERMITTED �,.__- _---_-__ DIPP 2:12 PITCHES TO 4:12 PITCHES li - - --- --- - - - -. -I. PROVIDE (2) LAYERS OF 15 ASPHALT BUILDING FELT UNDERLAYMENT FOR GARAGE 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE-FINISHES j L/120 SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS - - - --- -- - - - ------- - - ---- - -- - THE SEALANT TO U AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. UPLIFT FORGES USING ASTM D 6381. S. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING SITE NORK 1162 N BAYVIEW RD RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER 15 I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR 5TRUGTUR4L DESIGN LOAD5 LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF I SOUTHOLD, NY 11971 RAFTERS. 2. VERIFY ALL GIVEN DATA ON DRAWIN65. IF THERE 15 A DISCREPANCY, - ._ _.- - --- -- - ---- -- ._ - _ - - ------1------- - --- RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. r b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. USE LIVE LOAD II DEAD LOAD 1 , „ 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. - l -,f -- = DRAWING TITLE: '7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 46 AND EVERY - ----- --- --- -- I6" WITHIN 4' OF EXTERIOR CORNERS. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING EXTERIOR BALCONIES -- - 40 psf 15 psf - SITE. STOCKPILE ALL EXCAVATED MATERIALS. GENERAL NOTES 6. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF NEEDS, TREE DECKS 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAYING A MIN. BOLT DIAMETER -- ----------------------- -------------- I---- --I - -- ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE i OF J" AND 3"x3"x�" {MASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. PA55ANCE`R VEHICLE GARAGES 50 psf AS PER PLAN PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR _- BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF -1" IN CONCRETE/MASONRY 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. ATTIG5 WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 sf FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS P p ATTICS WITH STORAGE (MAX CLEAR HOT > 42") ( 20 psf - AND AT SPACING NOT EXCEEDING 4' ON CENTER. ELECTRICAL: -- -- -- 15 psf PAGE: I. ALL NEWLY INSTALLED ELECTRICAL NOW OR APPLIANCES SHALL CONFORM TO 201'7 NATIONAL ELECTRIC CODE, NFPA -70 AND 2020 NEW YORK STATEROOMS OTHER THAN SLEEPING ROOMS _ _ 40_psf - - - ------ - I 15 psf I ENERGY CONSERVATION CONSTRUCTION CODE. - - - 100000SLEEPING ROOMS 2. CONTRACTOR WILL FURNISH A FIRE UNDER^IRITERS CERTIFICATE UPON 30 psf 15 psf COMPLETION OF WORK. STAIRS --- -- ----- -------- I�-- -4O-psf ---- -----IS psf---- -� 3. SMOKE DETECTORS, IN CONFORMANCE NITH NFPA -12: 1 ! - GENERALLY,VERIFY OR PROVIDE HARD WIRED F GUARDRAILS AND HANDRAILS 200 psf 15 psf DATE: 12/04/20 2 OF 6 SMOKE DETECTORS w/BATTERY BACK-UP IN: A. EACH SLEEPING ROOM III 25 12 psf FOR ATTIC ROOF LOADING (LIVE = &ROUND SNOW LOAD) psf 15 psf FOR CATH. B. OUTSIDE OF EACH SEPARATE SLEEPING I � i AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS (GENERALLY THE HALLNAY) 'BALL 5TRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH G. EVERY LEVEL OF DWELLING ASCE -7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) (BASMENT, FIRST FLOOR, d SECOND FLOOR, ETC.) II l' 77-77, �ONSTRUC,T ON DETAILS � lel I ND LOAD FAT+ TYF I SAL NA L I NS/STRAFE N� R�QU R�M�NTS FOR ULE A NOTE: THIS SCHEDULE DOES NO INCFASTENINLSCHUDE E NAING FO METAL FRAMING STRAPS �ONNEOT I ON DETAILS U�1� FT/ SHEAR, $ LATERAL W ND RES I STANI (SEE PAAND ROUGH OPENNG A-2 FOR5TRAPPANO ND NG REGUIR M a TISEMENTS, ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE NOT TO SCALE TYPICAL NAILING/STRAPPING REQUIREMENTS FOR t UPLIFT, SHEAR, & LATERAL WIND RESISTANCE - ---- ---- - - --- - FASTENER SPEC. FASTENER DESCRIPTION lI AND QUANTITY SPACING CONNECT 1 ON G I $ G2 ROOF GE I L I NO FRAM I NO WOOD JO I ST- - - WOOD JOIS -- - REG2uEsr SK IF NEEDED PER RAFTER RAFTER TO TOP PLATE (TOE-NAIL) ~ • CEILING JOIST TO TOP PLATE (TOE-NAIL) REGUE5T 5K IF NEEDED PER J015T JOIST HANOER --- - - r ~•� o CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) REQUEST 5K IF NEEDED � EACH LAP I F G I RDER/HEADER «- o CEILING JOI5T LAPS OVER PARTITIONS (FACE-NAIL) � 4I-I6d COMMON EACH LAP OOD GIRDER . COLLAR TIE TO RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED 'j PER TIE W --r- WOOD JOIST------ --- - --- _-- `• .��4 IL)N E TBLOCKING TO RAFTER (TOE-NAIL) ----- ------- I ------------- JI --- - ------------- I 2-ad COMMON EACH END , RIM BOARD TO RAFTER (END-NAIL) - --_I 2-Ibd COMMON- -j -- EACH END- -- - ' -- -- -- -_-------- - J -JOIST FRAM I NO OVER WOOD OI RDER -JOIST FRAM I NO FLUSH WITH OI RDER/HEADER WALL FRAMI NO HALL STRAPPING TO BE V4 x 20 GAUGE � ISIMPSONI EGUIVALENT - G520 (COILED STRAP) I. USE Il NAILS IF 5TRAPPINO 15 OVER PLYWOOD; TYP. FOR ALL TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ill COMMON I PER FOOT U J TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-Il COMMON JOISTS - EA. SIDE Q ---- --- - STUD TO STUD (FACE-NAIL) 2-Ibd 24" O.G.COMMON j --- -- _. � - - -- ------ --- �------------------ -4 -Ii I6" O.G. ALONG EDGES HEADER TO HEADER (PAGE-NAIL) I6d COMMON WALL STUD - - CONNECTION DI ---------- - -- ------- - {� - - -- -- II a :A TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD BOTTO PLATE - BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-I'll COMMON 12 PER FOOT I SUB GOR - - ENDJOIST, or BLOCKING (FACE-NAIL) DOUBLEJOIST - -rt _--------_---__—__---____— —___-___ __ ___-- ------__--- --- -- - I FLOOR FRAMING j AT STUD TO FLOOR ASSEMBLY TO SILL JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL)I 4-ad COMMON PER JOIST PLATES) CONNECTION: ------- -- -----._-- -____-- --_- - -- - -- -- - --- -------- BRIDGING TOJ015T (TOE-NAIL) 2-5d COMMON EACH END ---- - —------ ----- - --I ------ ----d --- FOR STRAP - 3 8 COMMON NAILS a EA. I END OF STRAP (WRAP STRAP UNDER SILL PL.) BLOCKING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END DOUBLE JOIST FOR NON-BEARINO WALLS BLocK1NC�To sii_L or --- -------------- ---_._-- — --_-_- -- -- --_. -- -� `. FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - I 5-Ibd COMMON EACH BLOCK _2 _16_ d COMMON NAILS TOP PLATE (TOE-NAIL) L' DGE-------R STRIP TO BEAM (FACE-NAIL)--- --- ll- -- — -- -- -- EACH JOIST �"'•. LEEDGE3-I6d COMMON ALTERNATE CONFIGURATION - ABOVE STUD TO ----- - -- --- ------ EQUAL) ® PLATFORM TO SILL PLATES PER JOIST FLOOR CONNECTION w/ # T SIMPSON (OR 3-ad COMMON JOIST ON LEDGER TO BEAM (TOE-NAIL) ;I �1-- -- - - ------ BAND JOIST TO J015T (END-NAIL) 5-I6d COMMON PER J015T KI NO STUDS + ' ------ --- ---- ------- - ----- ------'�I ---------- --�--I�---------- ---- i l - -- - BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON PER FOOT RAFTER CRIPPLE STUD- -- - - -- - --_---__-___ __-- ---- -- -ROOF SHEATH I NG HEADER _ NA I L I NO/STRAFE NO I W I NI/OW/1�)OOR HEADER STRUCTURAL PANELS: (SEE AL50 GRAPHIC,- ad COMMON - --- - — --'°-- L - b EDGE / 12 FIELD INTERIOR ZONE THIS SECTION) I--- - - � ---_ - -;--I •• I PERIMETER ZONE i Sd COMMON IIS 6 EDGE / 12 FIE ELD ' I TOP PLATE (4" O.G. ® GA"B ' NOTATION: - - - JACK � I I STUDS A- NUMBER OF 8d NAILS Is EA. END OF STRAPPING (3.7,P. 157-2001) l ----- - - r B- NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (3.238, P. 193 -2001) CE I L I NO SHEATH I NO . J NAL' STUD _- - -_ - - -- - - ----- - -- -- - • a M G- NUMBER OF FULL HEIGHT KING STUDS - ------ - - --- -- -------------- ----_ _ -_---- - ------- -- ------------� ` ® EA. 51DE OF HEADER (3.23G, P. Iq3 - ALTERNATE�.23D,PG. Iai4 -2001) 1 t D- NUMBER OF Ill NAILS, END-NAILED THROUGH ADJACENT KING STUD GYPSUM WALLBOARD l 5d COOLERS J• ?" EDGE / 10" FIELD TO END OF HEADER ® EA. SIDE (3.7,P. 157 d WORKSHEET-2001) - - ----- -- -- - -- ---- - -I---- --- - - -- -- ------- ----- {. I l E- NUMBER OF JACK STUDS ® EA. END OF HEADER (3.22F,Plgl-2001) `-D F- NUMBER OF Ill NAILS, END-NAILED THROUGH ADJACENT JACK STUD WALL SHEATHING A TO END OF SILL(5) ® EA. SIDE (DOES NOT APPLY TO DOORS) TYPIGlL HEADER CONNECTION ALTERNATI\/E RAFTER TO WALL STUD CONNECTION II ------- --------- - - ___-_- - - - --- ----- - -- - -- -- - - (3.b, P. 157 d WORKSHEET -2001) ~G STRUCTURAL PANELS ad COMMON 6" EDGE / 121" FIELD z ilkE- FASTEN I NC SCHEDULE=B - -— ----- -- - - -- ---- ----------- W _ _ - 5d COOLERS-- -I 7 EDGE / 10 FIELD Vel I N� RESISTANT �ONSTRUGT I ON GONNEGTOR� " GYPSUM WALLBOARD ' I II I I ROUGH OPENING FRAMING REQUIREMENTS FOR WiNDOW/DOOR OPENINGS - - - - - �-- --- -- ---CONNECTION LOCATION:LOGATI ON.- - - - -- PART NUMBER: -- - --- --NOTES: - UN AccoRDANCE WITH woov FRAME i, 1 i, —F FLOOR SHEATHING (SUBFLOOR) - 1 I I I I I GONSTRUGTION MANUAL 2001 EDITIONI RIDGE TO-RAFTERS G520 C� 21 APPLY TO EACH PAIR OF RAFTERS A ;i ! NOTATION -- j -- - STRUCTURAL PANELS: r - -- - - -- - - ------ ----- t,; it I A B G D E F G I" or LESS ad COMMON I 6 EDGE / 12, FIELD RAFTER-TO-WALL - H-7 - --- --1 - - APPLY TO EACH RAFTER I, oPNG --- - --- - ROUGH GREATER THAN I IOd COMMON 6" EDGE / 6" FIELD - - - - - --- - - I RAFTER-TO-PLATE H8 or H25 APPLY TO EACH RAFTER I II 2'-0" 2 - - - jl -O" 4 I 2 2 2 2 AN�#�OR BOL I SI E� I GATI ON� PLATE- TO-WALL STUD C520 @ 0' APPLY TO EACH WALL STUD i- _ -- ---- .-- - - - -- - - - -- -- -- - -- - - - REOUIRE5 SILL PLATE OF 2"xb" (MIN.) Ir APPLY TO EACH WALL STUD 2ND. FLOOR WALL-TO-IST_ FLOOR- WALL LFTA or G520 36 REQUIRES O 2 xi HD (MIN.) 2„ - 3 R M N. - --- -- - - I 8' o" -7 2 3 4 4 4 I' t ka ---- - - ----- --_---_-_-- - --- ----___STUD HEADER-TO-JACK STUD G520 © 12 _ _ _ APPLY TO EACH_-JC_AK STUD CRIPPLE STUD-TO-HEADER HB APPLY TO EACH CRIPPLE STUD t �» WN ANCHOR C- - SSTBI6 -- APPLY TO EACH SIDEWALL END SPECIFICATION (WFGM TABLES 3.2A 3.28, P. 112) SHEAR WALL HOLDDO -- --- - - - -- - - - - ..W y FOR ALL STRUCTURES: g ` ,,.���= (�,-0 Z �1 IST'. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE 1, 5/el ANCHOR BOLTS ® 3q° o.G. (USE WITH 3" SQUARE WASHERS) j -1 --- - ----------- ---- ------- - -USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. SFL I G NC OF 70F FLATS NOTES: FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACIT)-. I. MIN. 7" EMBEDMENT INTO CONCRETE PROJECT: H/ 3" SQUARE WA5HERS AND END NUT SETUP; TOP PLATE 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. B FILL L5FLIOE ENGTH _ TOP TWO COURSES SOLID ANTONISON TOP PLATE 5PLIGE REQUIREMENTS j TOP PLATE SPLICE REQUIREMENTS 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR GARAGE FOR WIND - EXPOSURES B4G - OR. REPLACED BY HOLD DOWNS FOR 5HEARWALL5 LOONNECTION ONE STORY SLAB ON GRADEO D - EXPOSURES B d-G -. -_-- - -_= - __ -__ „ �,1DONTINUOUS BUILT-U�'' CIRD�RS T+�RE� OR MORS SUi�PORTS L OTHER GASES PATTERN SCHEDULE 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 ff 12 DIMEN510BUILD1NO N (FT.) MLEN TH (FT.)SPLICE'= ' UILDING MINIMUM SPLICE'=' FROM ENDS AND CORNERS (TWO ® CORNERS) - BETWEEN V6 s V4 of A DIMENSION (FT.) LENGTH (FT) (SEE DIAGRAM TO LEFT) CONNECTION ASSEMBLY REQUIREMENTS: IR1162 N BAYVIEW RD PATTERN DESCRIPTIONI - _ WHEN ORDERS MADE UP OF JOIST5 NAILED TOGETHER 4. COORDINATE w/ HOLDOWN LOCATIONS SOUTHOLD, NY 11971 12'-0" 12'-O" - --- '� " 5UPPORTSIDJOINTSE ARE TO BE LOCATED BETWEEN OCONTINUOUS OVER THREE OR NE - ---- - -- -- - { A (2)ROWS IOd NAILS• 12i Cl XTH AN ONE QUARTER THE PAN LENGTH FROM AN B (3) Ill IOd NAILS O 12 O.G. I6'-O" 4'-0" INTERMEDIATE ATE SUPPORT. NO TWO ADJOINING JOISTS, I6'-O" _ _ DRAWING T L1-LE: _ -- 3-O /3-Q' (2)ROWS 1/2" 0 BOLTS• 12"Cl STA66ERED; „ - NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE 20-O 4'-O"/5'-O" 20'-0" 5'-O" HOLDOWN ANCHOR BOLT �G TWO-PIECE - ' E DBL.m e:NDs I' TO BE JOINTED ON THE SAME SIDE OF THE SUPPORT. - BUILT UP GIRDER P MAX.32' - -- - - ' - - - - - - - - D (2)ROW5 1/2" m BOLT5 0 Ib Cl _ „ _ _ , - „ " TRAPPING, & NAILING DETAILS NAILING: 24-O b'-O CORNER sa" S E (2)Rows I/2" �BOLT5• 24' oz. TWO PIECE GIRDERS ARE TO BE NAILED FROM ONE SIDE 24 O 4 O"/5 O - - - -- _- -- - - --------- -- - CONDITION -_ - PIECE, �--- ---- _ BETWEEN V6 WITH IOd NAILS, TWO NEAR EACH END OF EACH • I (2)ROK5 3-3/8"TRU55LOGK SGREPe® 12"O.G. _ 2b-O - - - " d I/4 OF �I +�I i - -- - - - --- -- - -- • NCE OF I(b (2)ROY�S 3 3/8' TW1r5LOGK SCREWS• Ib O.G. P 6'-O"/`I'-b" 32'-0° 6 _ OTHERSO BE NAILED FROM EACH SIDE wA/ IOd NAIL5,1TW0 NEAR 32 E OF MEMBER O --- ---- --III-- - - - - - - ---- - - - _, SCREWED oN(U SIDE of MEMBER BETWEEN NAILS IN A HORIZONTAL LINE; - - ' OR GIRDERS ARE NCHES -- ---- _ - PAGE: SGRE D O _ -- - I 7-o /b-q' 36-O a-o H (2)ROW i 3-3/5"TRU55LOOK 5r-Fi m 24"O.G. p DISTANCE OF 32 BETWEEN NAILS IN A HORIZONTAL LINE. CONNECTION U51N6 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE - 5GREV�ED ON(I)SIDE OF MEMBER -- -` „ THREE-PIECE w LEN6H5 THE NAILGSPAGIN6 SHALL REDUCED N ORDER PLATE Q - - - - - -- - -- -- �'( MAX.32" PROVIDE AN EaUIVALENT NUMBER OF NAILS 40-O -O 2) 1111 5 TRU55LOGK SCREWS® 12 O.G. BUILT UP GIRDER _---_ - SCREWED ON BOTH SIDE OF MEMBER 11 -- ON EA SDE w/1T�W0 NEAR A ND OF EA P EGEaINGLUDING - - - --- - -- - -- ---- ---- -- T A-200 K (2)ROR• 5 TRU55LOCK SCREWS m Ib O.G. ONE A. SIDE JOINTS AND w/ THE OTHERS STAGGERED w/ N EXPOSUREDBSPLIGE LENGTHS ASSUME A BUILDING LOCATED 50-O 50'-0" 13'-O" END - ---- - - CONDITION SGREWE7 ON BOTH SIDE OF MEMBER „ HEIGHTS FOR OTHER WALL HEIGHTS H THE TABULATED UNIT b0'-O" 121-011/151-01,- - -- - - - -- i'(2)ROW. 5"TRUSSLOGK SGREWSo 24"O.G. BETWEEN I/6 A DISTANCE OF NOT MORE THAN 32 BETWEEN NAILS IN 3.TABULATED SPLICE LENGTHS ARE BASED ON,l FOOT WALL � - L SGREWEI7 ON BOTH SIDE OF MEMBER i I/4 OF A I FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE - 60'-O° HORIZONTAL LI - LATERAL LOADS SHALL BE MULTIPLIED BY H/8; -I '------ - --- -- -- -- --- - -- --- _ ._ _..._-_- i - -- -- --- --- PLAN DIAGRAM OF ZONES / /20 3 OF 6 DATE: 12 04 NOTE: FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS SHOWN, AND NOTED MIN.5PLIGE LENGTH BY THE FOLLOWING FACTOR 70-0 14-0 70'-O" I.BEAMS 3 HEADERS NOT NOTED WITH CONNECTION PATTERN ONNAILED w/ 2Od NAILS AS SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UPTO THE NEAREST FOOT): PLAN SHALL USE CONNECTION PATTERN 'A'WHEN S"OR SMALLER , ,' ,- „ , „ d CONNECTION PATTERN El 10"OR LARGER 10 WALL 1125 b0-O I b O 8O O 22-O P GIRDER. I'�' - ' - - _ 2.WHEN SCREWING OR IhWLIN6 FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING. n'WALL- 1.3-15 OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER p GIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, 12'WALL- 1.5 THIS COLUMN W MULTIPLIER NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. 4.TOP PLATES SHALL BE A MINIMUM OF STUD CRAVE MATERIAL FOR 10'-O"WALL II �I PROJECT / ZONING DATA% TAX MAP # 1000-'i8-O�i-54.2 �- ZONING P15TRICT _ __ -_ =R-40 LOT AREA 30,000 5.F. - FEMA FLOOD ZONE X WETLANDS D15TRIGT NO n/A _-- DEC, DI5TRIGT NO n/A LOT COVERAGE9o' LOTNop m-^DE5GRIPTION mm^ 3AREA COVERAGE 00.0 \• - ` \ 0 0I TOTAL LOT AREA w EXIST. HOUSE 1,310.8 5.F. 4.4% EX15T. DEGK5 354.2 5.F. 1.21b / C W I` EXIST. 5(' -ROOM 1611.0 5.F. 0.69b I l5�' ~ - _ - i I - PROPOSED DETACHED G 4RACE 346.0 S.F. 1.23% it -- - � --i TOTAL AREA OF ALL STF:UGTURES 2180 0 5.F -i.3% ;! FUTURE POOL DW T MAXIMUM GOVERA5E ALLOWED = 209 rV A00ESSORI' SETLAGK.. / ; 26" TRE 98, o� LOT AREA = 30,000 S.F.; R-40 NG --- - - - BE i 1;:EQUIRED P EXIST. i PROPOSED COMPLIES PRESE VED \ - - EL= MAX. HEIGHT 18' N/A 1'7.8' YE5 SIDEYARD �� 10 N/A 15.0 11 YES 1 TUTU / 0� REAR 10 N/A 52.0 YE5 O 0 �. / -- RETAINING SQUARE MAX - - / 4p R SUM 7- 54(o WALLS ! / \ 40 FOOTAGE -_��. (MAX) =I ----N/A -- �� 346 S.F. YE5 ® / EXIST.. HOUSE m G /J? o E 0 A NOT f=ART OF ry ST �. - /// N 24'' TREE / % 3 U �' o THIS FILING k ' TO BE i 22 a g' - PRESERVED TREE j fi -/ 0 h, OUT51PE T T \ ` / TEST o �/ 0 HOLE ' " / .�0�. \ 1 EL. 42.5' -40 / P - j Rap EL N Li N-7-3 0 T /150 o 1 18" TREE \70 SE41/ cF PRESER�(ED w EXIST -�''�. r / , \ / VA -40 I oN \/0/ DRI _ j • r Af`ww _� BARBARA lIL 41 f / DNELLINO �=..;i- _ --� USES FUE3LIC, 0 NATER EL= �, % i' PROJECT: ANTONISON kv GARAGE i 1162 N BAYVIEW RD i SOUTHOLD NY 11971 DRAWING TITLE: SITE PLAN PROJECT INFO; ZONING CHART a 51TE FLAN 5r-.ALE: 1" = 15' PAGE: SITE LAYOUT NOTES: A-300mOO I. THIS IS AN ARCHITECTS SITE PLAN 4 IS SUBJECT TO VERIFICATION BYA LICENSED SURVEYOR. THE INFORMATION REPRESENTED ON THI5 SITE PLAN 15 TO THE ARGHITEGT'5 BEST OF KNOWLEDGE. 2.SURVEY INFORMATION WAS OBTAINED DATE: 12/04/20 40176 FROM A SURVEY DATED APRIL 261, 20161 AND PREPARED BY: NATHAN TAFT CORWIN III ui 1586 MAIN ROAD JAME51-ORT, N.Y. 116141 TELEPHONE: (650 127-2090 N A II\\_l I I — EX15TINO TO BE DEMOLISHED I EXISTING TO REMAIN NEW WOOD FRAME'. (L.G. STL. WHEN APPLICABLE) NEW PARTIAL HE15HT WOOD FRAME (L.G. 5TL. NEW (1) COURSE WHEN APPLICABLE'.) OF CMU BLOCK MECHANICAL CONNECTIONS: OVER SLAB l0' 3-2 -- - _ ry �I ... NEW FOUNDATION WALL �3'-2"I R.O. O I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE �� - 2) 2"x8' HDR N NEW SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. rNEV4 LANDING 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA N STEPS . ❑ MIN. (2) 2"x4" STRUCTURAL - -- 3. MAY G F ED BY "SIMPSON" MANUFACTURER- � ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEEDPOST FOR 4" WALLS VALUES INDICATED IN "SIMPSON" PRODUCT LITERATURE THERE(MIN. (2) 2"xb" STRUCTURALG VALUES ARE LESS THAN WHAT I5 P05T FOR 6" WALL_S), U.O.N. _ BE SEVERAL LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOADINDBL. CEILING J015T +1 -H SPECIFIED BY "SIMPSON" " P. GONG. 4 4 z ® 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED N D O - 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS SLAB ON 4" THIGK� O --7 ---- x ul PER MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING GRAVEL BASE !ry O (! ---m ry-- INSTALLED. A-400 H J A-400 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER W A Q - A MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED 7. VARIATIONS IN CONNECTOR GONFIOURATION SHALL BE APPROVED FOUNDATI ON PLAN NOTES A-400 A-400 2 3 DBL. GEI1,j�1G JOIST - NEW UP BY ARCHITECT A A 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM U HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP W NEW 2'x10' CEILING JO15T MOUNTED BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED � ® 16" O.G. (TYP) EE J TYP I GAL P. GONG. MONOLITHIC, SLAB AND ABOVE. O FOOTING _ _ v J • (2) 2"x6" F.T. SILL PLATES W/ COPPER TERMITE SHIELD T Q N ry POURED CONCRETE AND STEEL REINFORCEMENT NOTES: 6 SILL SEAL • ANCHOR BOLTS AS PER PAGE A-200 O ONE GAR I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT FRAME FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND sf' °• • P. GONG. SLAB AND FOOTING PER DETAIL GABA E DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT F0071N55 • ASPHALTIC: MASTIC DAMP PROOFING TO EXTERIOR ON SLAB OVERHEAD 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET DOOR ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER SHALL BE DEWATERED. THE POUR SITE SHALL REMAIN DRY FOR p[ s` FOR HE I CHT OF WALL SLAB (WHEN APPLICABLE) NEW (5) COURSE p - - - ENCOUNTERED OF CMU BLOCK O NEW 01VERySLAB; p 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS W NEM COURSE MONOLITHIC 6' ry . ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT R SLAB ( H OF OVER SLAB. FTG. 12" NON-SHRINK 4 RINK ��THICK ® 12" GROUT SOLID 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 GORE I I N i BELOW GRADE -4O 2 3 1 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL FLOOR FLAN NOTES T ASTMA615 GRADE 60. WWM FOR SLABS DO NOT NEED TO BE ;p GARAGE DOOR a'-O"(W) x 'T-O"(H) EPDXY COATED (R.O. PER MAN. SPECS) 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS - SHALL BE STAGGERED DOOR NOTE_ O (. INSTALL NEW INTERIOR DOORS WHEN GALLED _ _ ---_ _ -1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL $ HARDWARE IN PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). (3) 2X10 HEADER COVERAGES, AND PLUMBNE55 2. INSTALL NEW EXTERIOR DOORS WHEN GALLED I o ABOVE GARAGE DOOR ry 8. GEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT j OUT ON PLANS BY 'THERMATRU' (OR EG2UAL). k—2'-1" a'-O" 2'-1"-�I 5% MAX SLOPED CONCRETE APRON CONCRETE 3. DOOR TYPE TO BE SELECTED BY OWNER NEW (1) COURSE CMU BLCK 4. INSTALL AS PER MANU SPEC.'s OF OVER SLAB 12'-0" I4'-4" WINDOW NOTE_: OUNDATI ON ALAN F I RST FLOOR FLAN OI. IF CASEMENT WINDOWS - ALL CSMNT WNDWS SCALE: 1/4" = P-O" SHALL HAVE STRAIGHT ARM HINGE SCALE: /4" I'-o" = NEW 3"x2" ALUM. p Q 2. IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE " DOWNSPOUT (TYP) ' � 4'-a' 2'-5' 2'-5' 4-a I TILT WASH 012 (FIXED) 2 3 G12 (FIXED) �- n - - 3. ALL NEW WINDOWS $ DOORS SHALL BE ! I 2 ANDERSEN 400 SERIES CASEMENT, DOUBLEHUNC, r xT1"H 4'-Io' �R �� OR GLIDING (AS NOTED) (OR EQUAL); INSTALL AS 1'-0" O.H.—POST TO RIDGE I I NEW, (i J RI ® f 8.1° PER MANU. SPEG.'s. DN (I ) Tr ® tl 0" INEW 2"x8" ROOF RAFTERS NEW 2"x8" ROOF RAFTERS I ' ® 16" O.G. ITYP) ® 16" O.G. (TYP) I - N NEW 2"x8" ROOF R�TERS WINDOW DOOR FRAMING: I I. O ® I6" O.C. (TYP _ / I I _ _ O SEE PACE A-2 FOR FRAMING I I I I1 ELEMENTS AROUND DOORS AND —FA--4-0-01 - - - FA-400 z A-400 I � A-400 A n z WINDOWS (TYP. FOR ALL) U.O.N. A Q O U STAIR RA I L I NO NOTE: I 2'x2' SKYLIGHT O I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI 5unER w W I I Q MIN. q" Tr - RISERS SHALL BE CLOSED HIGH POINT I o 2. 42" HIGH GUARDRAIL $ SPINDLE SPACING ' ' STORAGE NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE; of " UNFINISHED -I 36" HIGH HANDRAIL $ SPINDLE SPACING NOT I ry I � Ww i i TO ALLOW PASSAGE OF A 4" (P SPHERE I w I w 3. CRIPPABL.E RAIL AS PER CODE I zl WOOD FRAME' STAIR: 4"x3" ALUM. 4A SEE NOTE ABOVE FOR STAIR 4 RAILING INFO. eurrER (TMP) O SEE DETAILS FOR STAIR INSTALLTION I _ ��O NEW 2"x8" F RAFTERS ► - �,°~ 'a 9 Ilcv ® 16" (TYP) f. I'-O" O.H. -,- ! N EW 2x8 ROOF RAFTER.5 SNEW 2x8 ROOF RAFTERS f ® 16" O.G. (TMP.) ® I6" O.G. (TYP.) a'-10" P05T TO RIDGE ( I — (22.Z' ,SDR M ❑ L - - - - - - - - - - - - -� ❑' 2 3 PROJECT: i SEOCND FLOOR FLAN ANTO N ISO N ROOD SRAM I NC FLAN SCALE: I/4" = i'-O'� GARAGE 2"X6" FRAMED WALL— SCALE: 1/4" = I'-O" (2) 2" x 6" P.T. SILL PLATE PROVIDE STRAPPING PER 6X6-10X10 W.W.M. BETWEEN SECURED IN PLACE DURING POUR 1162 N BAYVIEW RD A-2.0 CONNECTION D-IENTER $ UPPER � OF SLA (I)COUR5E CMU BLOCK GROUT BLOCK SOLID; PROVIDE TYPE 5---,l P. GONG. SLAB SOUTHOLD, NY 11971 MORTAR W/ FLUSH JOINTS 1 COPPER TERMITE_ --' 11) GRADE 5HI ELD DRAWING TITLE: i - - - -. - - -- - — -- -- (3) #4 REBAR� PLANS CONTINUOUS TOP 8 4" GRAVEL BA5E p T J BOT. (4 TOTAL) PON GLEAN - DETAILS COMPACT FILL m 3" 6 MIL VAPOR PROVIDE I" RIDGID „ RETARDAR INSULATION -O HOT DIPPED GALVANIZED ANCHOR BOLTS ® MIN. -V INTO PAGE: ONGRETE; 3a" O.G. S MIN. 12" FROM CORNERS. 5EE DETAIL jr lk ON PAGE A-2.0 /_lk_400m0t`j` FOUNDATION MALL DF-TA I L DATE: 12/04/20 5 OF 6 -400 SCALE: 5/4" = P-O" I GENERAL= SNrMBOL <E)0000' : EXISTING TO BE DEMOLISHED EXISTING TO REMAIN ROOFING - SEE NOTE ® SECTION d NEW WOOD FRAME (L.O. TOP OF RIDGE FINISH SGHEDULE w..,.........._.. ...,.>,..... ..w.wwww...w.w....ww.w.ww............>...... STL. 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I6” O.C. . +8.3' DRAWING TITLE: 3. INSTALL ICE AND WATER SHIELD FROM FASCIA GOTTAOEI ON _�I TE. &/ -- ----- - -------------- — SITE. UP TO 24 FROM INSIDE FACE OF STUD WALLNNEW 2X8 DBL HEADER ABOVE ALL ELEVATIONS AND AT VALLEYS I WINDows a DOORS 4. INSTALL 15# BU I LD I NO FELT = GARAGE SECTION 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REQ'D) 2X6 SILL PLATE 6. PROVIDE RIDGE VENT (AS REQ'D) ! ® WINDOWS. 7. FLASH ALL VALLEYS TOP OF SLAB _-- _BLOCK8" MASON 6" P. GONG. V' 8. INSTALL DRIP 3=DOE AS REGID ELEV. +0.3' (5 COURSES) SLAB W/ "� _ PAGE. C1. INSTALL ALL AS PER MANU. SPEC. s �-m L&x(o-IOxIO W.W.M AVG. GRADE I Yom: Q Y^E'}. — tw ....1' i"`^`f2e_ ._y -1-<_,^f.�<iii: _,.'�,Y'd �h'. :::.�. y r:�?fSW itS,:^-...,,.`:.:�:',,`e•,.<>.r^ ,tXi.^�_ E a..,. ..y:.�,� �rrva ..t SIDING NOTE f,�.•����. Am"�.. -5 -00000 •?T<.f.m`�t ::•F•F'rcli.l€` ., x.p..> p•,�.. �\���t,t> 1. INSTALL NEW CEDAR SHAKE S 1 D I NG ,,.t.t€: .:x`.: t::. {., =;:,,,:.,; .,• ' O 2. 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