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HomeMy WebLinkAbout45712-Z o�OS�FFf��p Town of Southold 5/28/2024 y� P.O.Box 1179 0 o ` _ 53095 Main Rd y�j0 ao�. Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45214 Date: 5/28/2024 THIS CERTIFIES that the building ALTERATION Location of Property: 801 Maple Ln, Southold SCTM#: 473889 Sec/Block/Lot: 64.-1-30.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/8/2021 pursuant to which Building Permit No. 45712 dated 1/22/2021 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: alterations to existing single family dwelling as applied for. The certificate is issued to Morden,Benjamin&Siobhan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45712 7/25/2022 PLUMBERS CERTIFICATION DATED 4/23/2024 Ronald C ay o 'zed Signature gNFFDt TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o • SOUTHOLD, NY t 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#: 45712 Date: 1/22/2021 Permission is hereby granted to: Morden, Benjamin & Siobhan 231 E 31 st St Apt 1 B New York, NY 10016 To: make alterations to an existing single family dwelling as applied for per Trustee permit. At premises located at: 801 Maple Ln, Southold SCTM #473889 Sec/Block/Lot# 64.-1-30.2 Pursuant to application dated 1/8/2021 and approved by the Building Inspector. To expire on 712412022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $556.40 CO-ALTERATION TO DWELLING $50.00 Total: $606.40 Building Inspector O�*Of SO(/r�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 a sean.devlinCaD-town.southold.ny.us Southold,NY 11971-0959 Q a UN'i`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Benjamin Morden Address: 801 Maple Ln city,Southold st: NY zip: 11971 Building Permit#: 45712 Section: 64 Block: 1 Lot: 30.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: A- OK Electric License No: 44245ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition X Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 18 Ceiling Fixtures 11 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors 7 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 21 CO Detectors 3 Sub Panel A/C Blower 1 Range Recpt Elec Ceiling Fan 2 Heat 1 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 20 4'LED Exit Fixtures Pump Other Equipment: Hood, Double Oven, Gas Cooktop, Fridge, Micro, DW, W/D, 8' Track Lighting, LED Mirror, Mini Fridge, Mini Split, 200A Panel 42 Circuit/ 36 Used Notes: Addition and 1/2 of House Remodel & New Smokes Inspector Signature: Date: July 25, 2022 S.Devlin-Cert Electrical Compliance Form �o��pf SOplyolo Town hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 7L q BUILDING DEPARTMENT APR 2 TOWN OF SO�UTHOLD 9 �024 i rT 1T11�itGrn 4. CERTIFICATION Date• L��� -� `1 Building PermitNo._ —! 5 7/2 Owner: tSc Cory 1 V-J O C t (Please print) Plumber: - (Please print) nujoil+ lead. I certify that the solder used in the water supply system contains less than 2/10 of I% tnbers Sig ture) Sworn to before me this day of t, 20 We Michael E owutwndorfer New a trrauon Na010 UTO�� .. - Qualified In Nassau Cou y Camtlscla,&Pima&W Notary Public, / V��,Q� �� County At sod Town hall Annex ~+ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 !, Southold,NY 11971-0959 • BUILDING DEPARTMENT TOWN OF StOUTHOLD CERT.IFICA.T-LO-N Date: Building Permit No. 711A- - Owner: 1)4 e (Pleaseprint Plumber.: - (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. vu (Plkinbers Signature) Sworn to before me this day of 20 27 Notary Public, -k TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DVV6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2,"1p %f 50UTyo * # TOWN OF SOUTHOLD BUILDING DEPT. �yCOUrm 631-765-1802 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) &A ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Y-zkmit'lz too !' 'a /L�,Q'f CGl-s > > CA Pj DATE 7 INSPECTOR OE 50Glyo 1 * # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ef [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ��Ci C �/ 9a-�24 &0 6�e Q DATE Y Y INSPECTOR OF 50UTyo� fd �1TOWN, OF SOUTHOLD BU LDING DEPT. courm 0 765-1802 r ��= �IN SPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ `=] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION VA ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) rl CODE VIOLATION [ ] PRE C/O REMARKS: VewJ,s— DATE 116 �� INSPECTOR ��� Operating Business Address:1075 Franklinville Rd,Laurel NY 1194E ARCHREMRE Brooklyn Office:450 95"'St,C9,Brooklyn,NY 12209 40 LLr Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 February 9, 2022 Town of Southold P.O. Box 1179 Southold NY 11971 RE:Morden Residence 801 Maple Ln Greenport NY To Whom It May Concern, Based on my inspection at the above address the footings were installed per NYS code. Please contact our office if you have any questions. Thank you, Anthony Portillo, RA,LEED AP lra w�\y pNA p0 'f 03740 yp� FOP N�'`N XRCHffEMRE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 951'St,C9,Brooklyn,NY 11209 uc Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 AnthonyPortillo:(716)572-4741 March 23,2022 Town of Southold P.O. Box 1179 Southold NY 11971 RE: Morden Residence 801 Maple Ln Greenport NY To Whom It May Concern, Based on my inspection at the above address the:framing and rough plumbing were completed per NYS Code. Please contact our office if you have any,questons. Thank you, Anthony Portillo,RA,LEED AP D ARc'yf (P OF 141 ' I i I ,r A M P Architecture gp Address:102-07 Muir4 Read,E7 t:i 3A F,+AIt't?1C$C r4y ttt352 Phonm(5te,)�1A-Gi6fl Design _T_ Build April 14th,2022 Town of Southold P.O.Box 1179 Southold NY 11971 RE:Morden Residence 801 Maple Ln i Southold NY 11971 To Whom It May Concern, Based on my inspection at the above address the insulation was completed per NYS Code. Please contact our office if you have any questions. Thank you, Anthony Portillo,RA,LEED AP a3 74 0'5 Page t of't DATE FIELD'INSPECTION REPORT COMMENTS J\ FOUNDATION(1ST) y C FOUNDATION(2ND) z z o ROUGH;FRAMING.& y z; PLUMBING C • t i =. . INSULATION.PER N.Y. y STATE ENERGY CODE ! 1N'l FINAL ADDTTTON At..rnXn".jVTQ, , vfax. Nz- 7� 0 �'� _ !b /r ry nf` (��TJ /�•f , tF• a Sa( e,� y z r ��ooSUFFaLqoG TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtoM=.Roov. Date Received APPLICATION FOR BUILDING PERMIT For office Use only JI ,'I. r PERMIT NO. q���) t��uilcling Inspector: JA N - 8 2021 Applications and f6rms must be filled'out in their entirety. Incomplete applications will not be accepted.'Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed: Date: p,N) (.0 2©2.\ OWNER(S)OF PROPERTY: " Name: �i bharip� l_ SCTM#1000- (Q _ p 1_-_ •2 Project Address: �g_ -w Phone#: _I� �� �2 Email: b _ o.rn'"sMorc�efr�@ Mailing Address: CONTACT PERSON: Name: �c? Q QX�or� Mailing Address: � 01 Phone#: " 1 Email: LJ� Z\ 01 l2 O e p� ancY, or�rvinL-�c�--cc�. DESIGN PROFESSI/O�N""A��L��INFORMATION: Name: .�. ____ _CA^_ L_,e;� vie, Mailing Address: �a- -r�� les Phone#: Email: CONTRACTOR'I NFORMATION: Name: " Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition rRAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other `_T�n-�—.¢x-1 or' $ Will the lot be re-graded? ❑Ye�gNo Will excess fill be removed from premises? ❑Yes elNo 1 PROPERTY INFORMATION.' Existing use of property: IDi n��2, Qa � Intended use of property: 13; \,g ,oto1 Zone-or use district in which premises is situated: Are there any covenants and restrictions with respect to � I this property? ❑YesNNo IF YES, PROVIDE A COPY. I;Check Box After Reading: The owner/contractor/desigm profes3ionaf is responsible fay all drainage and storm water Issues as provided liy..; 'c'Chapter 236 of the,Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone ,Ordinance of the Town of Southold,Suffolk,"CountyhNewAYork�nd otherapplicable-Laws,Ordinances or Regulations;for thO construction'of.buildings, :`:additions;alterations or for remova4or deniolltion as,hereln described.The applicant agrees to comply with all applicable laws,ordinances,building code, .housing code,and regulations and:tq admit authorized inspectors on premises and in building(s)for necessary Inspections.False statements made:herein are ?punishable'as a pass A misdemeanorpursuanf.to,Section 210:45 of the New York„State.Penal law,: , -, Application Submitted By(print name): l&00\ "�J � Authorized Agent ❑Owner Signature of Applicant: ! ` `}ram- �1 _ Date: AA 21 STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes an the applicant (Name of individual signing contract)above named, Notary Public,State of New York No.01BU6185050 (S)he is the Qualified in Suffolk County (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/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this � ter } ���ay of 20� r`''° CIA Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, 5UL, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 r Buildine Deuartment Annlieation AUTHORIZATION (Where the Applicant is not the Owner) r I, to residing at �� 0�>�% 2. �2 (Print property owner's name) (Mailing Address) do hereby authorize AMP Architecture (Agent) r • to apply on my behalf to the Southold Building Department. wner' Sign e) (Date) r (P ' t Owner's Name) .- ..• • • , mil Glenn Goldsmith,President ��� � so Town Hall Annex ski,Vice President �U ;` 54375 Route 25 A. Nicholas Kru P '` � P.O.Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ',� ® y� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: In (0 2� INSPECTED BY: Cam; (Gd ( Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, haybale line/silt boom/silt curtain 1st day of construction Y2 constructed Project complete, compliance inspection COMMENTS: 2 -7 r� A CERTIFICATE OF COMPLIANCE: (`� ID 1_5 �t>-e Glenn Goldsmith,President Of So Town Hall Annex ' ®� ®1 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 Eric Sepenoski Southold,New YorkX Liz Gillooly G Tele o 16 9* Elizabeth Peeples 'RD �® ( fi)5�$5-6641t COUNT`1,N Mp`( BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLDwc�� 1 ` "� u<at�''� tdCe CERTIFICATE OF COMPLIANCE # 1965C Date: October 10, 2022 THIS CERTIFIES that for the existing residence. All work will be done to existing exterior walls, nothing proposed is outside of the existing footprint: Removal of the following: (2)3'-10"wX3'-2"h existing windows (1) F-1 0"wX3'-2"h existing window (2)3'-9"wXl'-10"h existing windows (1)2'-8"wX6'-8"h wood exterior door (1)6'-0"wW-8"h 2 panel sliding glass door unit Installation of the following: (1)9'-0"wX6'-8"h 3 panel sliding glass unit (1)4'-0"wX3'-0"h window (1)7'-1"wX3'-0"h window (1)2'-0"wX3'-0"h window (3)2'-8"wX3'-0"h windows (1)2'-0"wX3'-0"h skylight (1)4'-0"wX2'-0"h basement awning window. New wall framing and siding to match existing will be installed as necessary to fill areas of removed windows; At 801 Maple Lane, Southold Suffolk County Tax Map#1000-64-1-30.2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated December 2,2020 pursuant to which Trustees Administrative Permit#9772A Dated December 21,2020,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for Removal of the following: (1) 1'-10"wX3'-2"h existing window 2)3'-10"wX3'-2"h existing windows (2)3'-9"wXl'-10"h existing windows (1)2'-8"wX6'-8"h wood exterior door (1)6'-0"wX6'-8"h 2 panel sliding glass door unit Installation of the following: (1)9'-0"wX6'-8"h 3 panel sliding glass unit ,(1)4'-0"wX3'-0"h window (1)7'-1"wX3'-0"h window (1)2'-0"wX3'-0"h window ,(3)2'-8"wX3'-0"h windows (1Z2'-0"wX3'-0"h skylight (1)4'-0"wX2'-0"h basement awning window. New wall framing and siding to match existing will be installed as necessM to fill areas of removed windows: The certificate is issued to Benjamin&Siobhan Morden owner of the aforesaid property. Authorized Signature ECL � ;7 g�FFO( fB11ILDING DEPARTMENT- Electrical Inspector FEB 17 2022 TOWN OF SOUTHOLD o z Burr sd�u _ Towrr}Hall Annex- 54375 Main Road - PO,Box 1179 o • o�so �ao Southold, New York 11971-0959 'y O� Telephone (631) 765-1802 - FAX (631) 765-9502 �a rogerr southoldtownny.gov - seand(a)_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN_INFORMATION (All Information Required) Date: Company Name: - ,�e Electrician's Name: S k �lGs License No.: Elec. email: D.lccGf-r 1" LID,anA44 Elec. Phone No: (- -?y ❑I request an email copy of Certificate of Compliance Elec. Address.: R y Cc,. JOB SITE INFORMATION (All-Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: �p BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): A/I All l G-CA �-C- Square Footage: ooj Circle All That Apply: Is job ready for inspection?: ❑ YES 2] NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO 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 Reconnect❑Underground❑Overhead # Underground Laterals 1 R2 H'Frame D Pole Work done on Service? Y F1N Additional Information: PAYMENT DUE WITH APPLICATION Doti 2( I I IT a BUILDING DEPARTMENT- Electrical Inspector TOWN OF`SOUTHOLD ,. o - Town Hall Annex- 54375 Main Road - PO. Box 1179 0' Southold, New York.11971-0959:. o4g �apli� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny gov — seand(cDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION . ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: t JOB SITE INFORMATION (All Information Required); 4 Name: Address: Cross Street: Phone No.: Bldg.Permit#: �i 5'Z ��j email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print,Clearly): Square Footage:- Circle All That Apply: Is job ready for inspection?: :j YES NO Rough In Final Do you need a-Temp Certificate?: YES ❑ NO Issued On Temp Information' (All information required) Service SizeF11 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 01 2 n H Frame Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches I OutletsvA �I'w o�'(O 1b GFI's � �1 Surface` ' 11 Sconces, f HH's UC Lts Fans 1 Fridge;{ HW Exhaust Oven�01...,f-lQ W/D (J� 1 � Smokes i -� DW Mini �G e Carbon Micro Generator •3 r 1 Combo Cooktop Transfer .A,C/ 1 AH Hood f Service Amps Have Used Special: 1 r� �/� Comments LIM0 1 r-(—C. �` 01/ ARCHITECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 95°i St,C9,Brooklyn,NY 11209 LL0 Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 April 5, 2022 Town of Southold P.O. Box 1179 Southold NY 11971 RE: Morden Residence 801 Maple Ln Southold NY To Whom It May Concern, Enclosed please find a PAA for the Morden Residence. Please contact our office if you have any questions. Thank you, Jess Magee Nunemaker, Amanda From: Nunemaker,Amanda Sent: Wednesday,April 6, 2022 10:27 AM To: 'Jessica Magee' Subject: Morden Hi Jess, I am reviewing the amended plans for 801 Maple Lane,Southold. This permit was originally written by Damon so this is the first time I am looking at this file, and I noticed there are several "as built" areas of this house that need to be addressed under this open permit. The 2 bedrooms and bathroom on the second floor are as built so I will need head room heights, egress info, smoke/co locations,vent& light calculations and energy info. In addition,on the first floor, there was a master bedroom that is now converted into the living room area in which a wall had been removed. Please have all these details reflected in revised plans. Thank you! Amanda Nunemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 e Gdun ty, De t.:of Laborj.�;jcensinji'&'ConsumerAffai�s HQM' ' P,ROVOtv1ENfiLIG.E,KISE ' _ i.. 'Name W% YNE:'ROGERS Bu5in0s"s:Name Thi§ceni*e tiial'tris 1: bear<f�is ii!y;7iceq's'ed �; f20GtRS;BUiL+DWrj,AND,HOME 6y�ihe�Collrity`o`su°'fort '� '-'•^` ^o�fv1PR01!@�v1EN�S:CORP' License;Nurn6:er:H 47439' f' ;l�o�alje;Dtagb. .,„,;..'9ssiie"d .08/06.�20'IO:. ,00 14ssio4e ..Pa- �z�ir[es: 05/0,'1'/422" _y; �•7`,;"at'ri}:inn.;" _ .F,i��fi.,'....a/�: „ i , , r: , rr )•N , • r `[ t" i :P 4. 4 ) 4 i F <W 'Workers' CERTIFICATE OF INSURANCE COVERAGE 1 Y081K. STATE Compensation NIST 6 ard DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To'be completed by Disability od' Paid Family Leave Benefits Carrier or LicenSed Insurance Agent of that Carrier 1a,Legal Name.&Address of Ihsored(asestreet address only) 1 b.-Business Telephone Number ofinsurbd ROGERS BUILDING LDING&HOME.IMPROV,EMENTS.'COR. ..P. 3.50 HOMESTEAD ROAD 6313.358320 13A.YPORT,NY 11.705 Work'Location'lof Ins6red ' , 1 c.Federal.E m' ploy erldeniiflca(loh Number of Inspred, ce#aialocadotsfT NewYft,Slaffil16. 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"'OT j dbMPL&t46f'pUrO6s0$df8dtlqrig d�, sab' ,O-ofth-,NYS; do tplbtlon-ta 1:46.W6 peh PO:8ox520a, qn* OARTZ To,'be comolgecl' 4 M wo*r 4�-OA e6C,0`643'has-boon th661ked). rk s'to'to 4A.-New,; to""i"":h-8-4166-bqard mpe. According to Wfofttiatlon meribtbriled by.the NYS.Wor kers'C6M' �S�atlon*'R'60ed employer.- z Z ,-:! , .ove-named employ ''MID-0 NYS Disability and Paid Family Leave l3bneflits.Law with respect to all of hi§/h bremployobs. DateSigned By (Signature of A6060zed NYS Work6rs'Coinpinsation Board Employee). Telephone Number Namel.0nd,Title P16ase4ote:Only insurance carriers licensed to and Ytb--WYS disability and paid famAy-leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brql(ers are NOT authorizedto.issue this lbrr». DB-120.1 (10-14) IIIIIIII1111°°!u011����!°�°(�!°!°°!�!��>°IIIIIII N Y S ' F New York State Insurance Fund ,/PO BOX 66699;Albany,NY 12206 I nysif.cbm CERTIFICATE OF WORKERS'' COMPENSATION:INSU.RA'NCE ' a n n n n n 270619908 ARCHDEACON AGENCY:INC 2233_NESGONSETHWY STE262 = LAKE GROVE. NY 11.Z55 - - - :SCQgN,X,O,VALIDATE.._ P.OL�'YHOLOE( ;". EI TIFICATE HQLDER ROG,ERS-BUILDING-9 -fO1N�J.-OF;SOUTHOLD HOME,IMPROVEMENT:$.CORP .54375iROUT ;25:'. 350.HOME57EAD ROAp SOUTHOLD N;%.1.1;971._... '$AYRORT NY'1 - POLIC-.Y:NUMBER CER7I ICATE;NUJIIIB;ER P6 LfCY�PERIOD "DECT ._ 1221A.767=61:8408 Q5%23%2021 . [O` -05%23l2QZ2<a;a,? = ;=12 3%20 1' Tyl$< IS; TO tCERTiFY'1 H 4T`THE POIz`LCXH 'DER :.A E :;ABpVE', S r?NSURED"V_H. '' f NE > _, . . .., .:... :,,,._,,,;,,,,,,,,,,✓",.w, ,„N..�,,�,�...h.;::,, d.._,,. ,.,,.•.....-._,. T ..,.. . NE�V#7�(tJt7lCS Y "sFA'T1 �I�VSUl7ANG>�:.. ' . FUND. UIJI7ER' P,OL(C�' -hIO, 221:0`f6 6; COVERI,N .TIDE EIVsTI.REj;;QBCIGATI,ON';;OF'2<THIS F'OkTCrIyFfOLDEF :EQT# WO•,RKERS' •COMPENSA'I`lOy 'UNDER `TFiE; 'IlEV11.YO.R�'.:WORKS;Ft;�'."COMf'ENSf�';f10N�.1A.W„WITH. RESA,ECT fi0�%�L� . 'OPERATtON3: IN ThC�ST%�TE OF ,NEW YOF31<;,EXG,EPT AS, iNDICAT,�D BELOW ANC YLIITH I�ESF?�CiT=.'Cb:OPERATION$ ' O,IJT$IDE OF NE1/V rgRIZ;-Tq TFiE`POJ ICYNQLi3i~R`S Ft)= U�AR .NSW YQf2ft STATE;EMPLOYEES. N.y, 1F,YOU=INISHTQkECE1V ;JJOT1El¢AT[ONS.REELRDING:>SA�DxP-.•LIGY;INCLUDING:-ANh'NOTJI~(CATIN.'OF,.CANCE 'L TIONS. } bFt'Td VALIDATF�TF#LS CEit1)F(CAT�E,°VI$ff OIJ 'IIVE „LTA AT H47FT,�S%1iNV1i1N:t�Y$JF COJtII/I t27IE2T1lAt: lfkfE NEit1! YORK;S7°ATEJ[V$U(2ANGEFUJ�7,D. S.:NOT;Jli48LEN^T,H,..' 6j%E1V; =qF=FA(LCJft ;7bG11?>` `SU.L`tl>"NQTIF1Cr4TIOj�IS :THISPQLICY�3QES:iIQT CQVER G1lClfVIS tSR SUITS hJRT:FCtiS 1 RQMBObit Y(t�JU:FFEEED B'7HE`Q� f.GFERS QF ii�E '" WLyYNEtQGEfS ;t?RE i ROGE�R :JU(jpING:&:HOME. IVIPRQVEM EN TS'COFEP __ ,(ONE;f?�R9ON CORK):, .. .- - . . , ..., :,•;,-, . .. ,- ,. ..- ., , THIS 'CEft7IFICAI 'JS ISSUED',A$ fA, MATTER OF 146RMATIONONLY.fCNR CONFERS 'N;O:,.:F2IGHTS NOR;,IN.SURAIyC COVEf2AGi= N . ,;HQLDET2. 'PHIS. :C1Y�JI�ICATE ',DOES ;NOT FMENb; E9CTENDI OR -AL1ER' THE'GOVFtA E AF.FORD•,lb BY THE: POLICY : NEW PORK STAT SUR NCE FUND} DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:781149159 '4L R O CERTIFICATE OF LIABILITY INSURANCE DATE(MMlDD/YYYY) 12/03/2021 THIS CERTIFICATE IS ISSUED AS.A MATTER OF INFORMATION ONLY AND CONFERS-NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR.NEGATIVELYAMEND,EXTEND,OR;ALTERTHE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED 'REPRESENTATIVE OR PRODUCER,AND THE,CERTIFICATE HOLDER. IMPORTANT:;If the certificate holder is a'n ADDITIONAL INSURED,the pollcy(Je's)must have ADDITIONAL.iNSURED:provisions or be endorsed. If SUBROGATION IS WAIVED;Subject.to the terms and"conditions of fhe.policy,certain policies may require,ari endo'�'semenL A statement on this certificate does,not.confer rights to the certificate holder:in.'lieu'of'sucfi:endorse,ent(s);,, , PRODUCER, CONTACT,• Christine OIItO NAME: I The Archdeacon.Agency Inc. PHONE;'.' (63,1;�751-1133 FAX (631)751-5167' :AIC No.Ext: ... :..,; - _ A/C,No: 2233 Nesconse't'Highway 'A 1AILi'S, Christine@archdeacoiiagenGycom Suite 202 ,I'SURERISJAf F.ORDING.COVERAGE,., NAIC1 Lake Grove NY'1175@ INsUREaAc.Mesa.UndervVrilersS'ecialt"Ins'Co 36$38 _.... . misuREb " t- ;: St.""d6rd be UrIty LI Insu�a ce Com art. 524;713 .. .,INSURER :.... r r. ,r,7:... P Y ,..,,....r.,.:: .. - -. n ... ..... :. o'gers Building and"Homed r.ve, e?ItS C,o - - .,9... _.. rPP 9 01 rP' rAsuiiEla r: " -� 350Homestead Road EayporY IN R E,: $ . NY:°�ti7os: k ;I: ' SINS u RERF•!:= COVERAGES. CERTIFICATENUMI3R: EVISION`NUIIi1BER::. THIS IS TO CERTIFYTHATTHE�OL^fCiES•()F JN5l1,RANCE LISTEO':BELOW HAVE BEEN'ISSUEDTOTHE 1N$URED,NAMED-Yi,BOVE FOR 7HE;`POLICY"PERIOD INbICATE(?;JVOfWITHSTANDINGANY;RECpUIREtvIENT,TERMOk�bNDIT1Cgl ¢F NY}rOl1TRA rCT;060�N1R'DQCUNIEtjfi'IN)T.N'RESPECTTO.<VWHICH-THIS CERfiIFICATE NJAY 8E ISSUED OR FMY PERTAIN FIE)NSIRAM1JCEA6FQFiQEtj SY fFiE;PQLJGI $:DESCRIBED HEftEIN;�$'SIiBJEC7"YO ALi T�IE'XEIiyJS, 'e% , lN3R AWL - LTR' TYPIaOF INSUFIANCL' '.. ItiISO'1lJVOi' ,�..' PALyGY'IJO�JIB$R .... . 'P.OUGY EFF POCKY EXP> MMlDD/YY MMJDD/1:YYY , LIM17$., COMIVIERCIALGENERALuaRIUTY 1,000'000^ � EACIi;OCC"ARENCE J_' J - -S� ,L•.• 'CLAIMS-MADE �t)�Cl1R DAM ``...100.000• . cEREMISES:Ea occu)renea, '•S:'•.., _ -^ DIED EXP(Ar A _ v one Gerson) "TV(P0031d02001963Q$/23/2021 .':PER50ritie-aAp s.1000:09Q" V'IN.ILIRY... GENtiAGGREGATE.LIMITAPPLIE5ER ;. -GENERAL'AGGREGATE g 2000,OOt) <; PRO'P.OUCY. JEcT LOC ; ._... ... 2 OOO,bQQ ' . ...;,. � I ,,.PRODUCTS-:COMP%APAGG. S ...rAUY0M013iLE LIABILIT9 _: .;_ >:... 7., - 'Fa a B1N>'Ddon.SI,NGI: ;LIMIT.. 5 dWNED cSCHEI)tILE4` '•AUTPS.ONLY 'AUTOS � ,•,,,,` 9Q01L�'dNJUK{Yj,PQr'accldent]: 5 HIRED NON•OWNED: <r ;AUT,OS:ONLV' ..':AU70SONLY .` - •..' „ - RO AMA,GE;_ .. ,�aP P, R ,D OCCUR ' ."`+:Per ifbcident:': 'FJICFl`OCCUR 3 ' .EXGEBSUAB RE _,. HtLAIMS;MADt r. .,....,- . .. .. NCE. ,. DED' RETEIm6N T.........._... WORKERS:C MPENSATION ......... ......'. .. "`.: -.. , PER,_..•r. . . T .. .... ANO'EIIAFCOYEHS'LU161LLTY ° rSTATIlT&.."'. 'ER'' " 'AN.Y'P,RGPHIETORIPARTNEILBXECUTIVE Y/N, """"""' _"• , OFFICER/MEMBER.EXCLUDED? """ II N'/A - E•L<eAcH.Ab'Clo$Nr s (Mafidalory,iri'NN) CE..L'41SEASE;.f?AEMPL'OYEE. If ges;:deschbe'Ondet DESCRIPTIONOE•OPERA7)QNSfielove .,, _ ,,._. ^ . ,..:.• _ ' .• . ..i" +.. r`. , .;:E;L:DI$EASE.c.FOCICY..LIMIT $ 6 NYS OOL,/PFL CAAtI11I1bltS'C„ e'r'age ov Z02ID6 OQ0 ;1,plJ 019'• Per Statutu bE5CFi1PTI0N'Op'OPERAT10N5/LOCATION 'NE I'LE,5'(ACORD'161;Ad silo al$Gmadis5rh0dyle�mad^b@raltar.Iie'd fGmorespa a fs iequireiiJ ' Carpetifry.Contractor CERTIFICATE HOLDER' CANCEL l AfiIGN SHOOED,ANY..OF.THEABOVE:DESCRlBED POLICIES,BE CANCELLED BEFORE THE•;EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town.of Southold ACCORDANCE WITH THE POLICY.,PROVISIONS. 54375 Route 25 AUTHORIZEU REPRESENTATIVE Southold NY 11971 0 1988-2015 ACORD CORPORATION. All rights.reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks-of ACORD 0ENERAL 5 I I " I5OL <EY : 4� a O Q U , MO NEW PARTIAL HEIGHT W Z O _ EXISTING TO BE DEMOLISHED°ISHED �7ii177 WOOD FRAME (L.G. 5TL. Lu CINn EXISTING TO REMAIN WHEN APPL I GABLE) .J � NEW FOUNDATION WALL Q w NEW WOOD FRAME (L.G. Lu >: 5TL. WHEN APPLICABLE) / Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. 5TL. ® POST FOR 4 WALL5 .J J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL F- Lo 2 P05T FOR b" WALL5), U.O.N. S� O O NEW 2-HR FIRE RATED ��; O O O WOOD FRAME (L.G. STL. C LA Ix WHEN APPL I GABLE) Z d' m O H � Qw J 00 EXIST. WOOD Z U EXI5T. 2 5701R.Y DECl< r-I p FRAME Z >: -tt DWELLING W/ a Z FULL BASEMENT w cfl Lo ir ci EXIST. I GAR r- LA ATTACHED r0-1 O GARAGE UPON EXIST. 1 1/2 GONC, SLAB STORY FRAME W/ 2ND STORY w DWELL I NO W/ ABOVE CRAWLSFAGE U w = J U J r7)NELL I NO FOOTPRINT - FOR REFS ENOE ONLY � a SCALE: NTS K D \> cn C — — — — O Q X F— —I X �— — w _ C ~ Z w w w u N C w a Nm EX. m O J (n m w X a Z m Q W ( � N wo EXIST. z o a BASEMENT Z a w w � mC (n OdHQ PROV. NEW GAS E d E � < WATER LINES ® REAR w It m � -1 WALL OF GARAGE; a w N ca l o l O o GAPPED FOR FUTURE CONNECTIONS U • • L L71 ri N I !Y EXIST. BOILER Lu N PROVIDE NEW GAS CONNECTION TO EXIST. "`�� m FIREPLACE EXIST. �~ �, / m PROJECT: BASEMENT EXIST. UP / I � �. � �i\ � / / M 0 R D E N EXIST. WATER W EXIST. ELECTRIC HEATER EX15T. ~� / / RENOVATION PANEL EXIST. EXIST. GAS LINE GRAWLSPAGE U-TRAP O O \ . \ � /�/ �� `",,,,•...� . � J �� �' 801 MAPLE LANE SOUTHOLD, N.Y. 11971 X EXIST.j EXIST. DRAWING TITLE: WASTE PIPE 6A5 METER '�,` PROPOSED FOUNDATION PLAN �?0 / EXIST. SLAB ON GRADE PAGE: A-102m00 DATE: 03/25/22 6 OF 13 M. pp�r`cfe ` Q F OPOSED FCUN1�)ATI CN FLAN APR 0 5 2022 � -0 7 ;In-`� 625 S.F. HAE3ITAE3LE SPAOE; 1460 5.F. ORO55 AREA SCALE: I/4" = i'-O" BUIO FSoUTHC i TOWN OF SOUTHCLQ �E I `1E AI— I �50L <E%'�r : STRUGTURAL PLAN NOTES Q U NEW PARTIAL HEIGHT O ~ a) EXISTING TO BE DEMOLISHED IS"xW'xW' DEEP P. GONG. PAD FOOTING W Z O WOOD FRAME (L.G. STL. OI BEAM POCKET (TYPJ O AS PER NOTED DETAIL (TYP) W > N WHEN APPL I GABLE) J EXISTING TO REMAIN F- � NEW FOUNDATION WALL T1'P. 5TL. COL.: W 24"x24"x18" DEEP P. GONG. PAD FOOTING Q NEW WOOD FRAME (L.O. O2 SEE NOTED DETAIL AS PER PLAN O4 AS PER NOTED DETAIL (TYP) W >; 5TL. WHEN APPLICABLE,) m Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL O IS"x18"xl2" DEEP P. GONG. PAD FOOTING O SIMPSON HGLBA BEAM SEAT CONNECTOR (TYP); O (1) Z P05T FOR 4" WALLS AS PER NOTED DETAIL (TYP) PROVIDE FLASHING AT ANY WOOD/GONG. CONNECTIONS J >- WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUGTURAL E- Lo 2 P05T FOR b" WALL5), U.O.N. STRUCTURAL NOTE: 0 O NEW 2-HR FIRE RATED STRUCTURAL DESIGN OF FOOTINGS ASSUMES O WOOD FRAME (L.G. 57L. A 501L BEARING CAPACITY OF 2.0 TON5/5.F. 0- Lo w WHEN APPLICABLE) >- Z O Z � Q , J00 O EXIST. WOOD Z (D EXIST. 2 STORY DECK rI p FRAME Q Z 4 DWELL I NO lNl/ CNII FULL BASEMENT W cb u') m Ti EXIST. I GAR N Lo ATTACHED O GARAGE UPON EXIST. 1 1/2 GONG. SLAB STORY FRAME W/ 2ND STORY DWELL I NO W/ ABOVE W GRAWLSPAGE M I— w r7)NELL.I NO FOOT= R I NT - FOR REFERENCE ONLY � Q SCALE: NTS 3 I. f 3 O EXIST. VxIO" F.J. ® I6" O.G. cn w w 24'-5y2" 15'-3y2„ O w w Z F. w p Lp w � W 0 N j w NC'S - - EXIST. (2) 2"xl0"_ w a 3 mu FLUSH BM.I _ a m Lu m 0 I Z u- - w R -i cn t-: � pV x� Q 0 wNca N x� mwl t "'X � EXIST. VxIO" = U Lu p O Q O ® N F.J. ® Ib" O.G. O� � w to EXIST. i i= 6 V.I.F. EXIST, w BA5EMENT P O 24"x24"xl2" ( z 0 w O .p DEEP P. �'- Z Q m REV. i U m® GONG. FT6. w w > t�� ►- (L 0 a. u- U) 03 F J I Q EXIST. (5)VxIO" DROPPED BM. I w O O Ir a _ W N (5) 1.15"x"1.5" (S.F. 2.OE m m � u- LAM W/ (2);" STEEL FLITCH 3� L _ J PLATE ?" O N o a /q� GUT SILL PLATE d EXIST. FOUND. WALL V X v Q~ I I (IF REO D) ® LOCATION OF BEAM SEAT w O CONNECTORS;EPDXY PIN CONNECTORS ri O I I _O OBI b O O 5 a�/" INTO EXIST. FOUND.WALL N EXIST. VxIO" �Y cv cV ?J N N EXIST. (2) 21x10" F.J. ® Ib" O.G. Z Li.i N FLUSH BM. ry® I ryI ® I 4� I v gp \ y �wma oI w N 8 ? ;r 0 ry� ury ? 000) EXIST. u 11 PROJEC T:BASEMENT nNEW(2) G.P. W 2.OE LVL DROPPED BM. �C2 N Q I (sTR/� 6% / / 2\ J �` 3 J / [r MORDEN Lo ® N n1 w EXIST. COL. 'glyp/^CGJ `••, / ��w NZU� w t--O w/ (5) 2"x8" EXI5T. > k \ Xw DROPPED BM. ry RENOVATION w Q I I ry � ® JP 3 ry° eM 801 MAPLE LANE SOUTHOLD, N.Y. 11971 NEW 51MP50N NEW (2) 2'xl0' FLUSH }{ANGER ` DRAWING TITLE: ? ® BM. w/51MPSON roZ LU528-2 HANGER rco /.� PROPOSED STRUCTURAL PLAN s/sue ;y F FXsCI��o 0„7-0 / k 0 r F J NF Fk/Sr u� EXI5T. SLAB ON T sN k/p„ U GRADE /pN8 ws PAGE: 3' b S-101moo DATE: 03/25/22 11 OF 13 Xj PROPOSED FOUNDATION STRUCTURAL PLAN -� SCALE: I/4" = I'-O" '9�, p,3 (5EI `1ERAL I0 I : STRUCTURAL PLAN NOTES Q V _ NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHED I_- �� WOOD FRAME (L.C. 5TL. O► BEAM POCKET (TYP) O 18"xI5"xI&' DEEP P. GONG. PAD FOOTING W t = o EXISTING TO REMAIN WHEN APPLICABLE) A5 PER NOTED DETAIL (TYP) J F e-1 NEW FOUNDATION WALL TYP. 5TL. COL.: NEW WOOD FRAME (L.G. W O SEE NOTED DETAIL AS PER PLAN O 24 x24 x18 DEEP P. GONG. PAD FOOTING Q W STL. WHEN APPLICABLE) AS PER NOTED DETAIL (TYP) m Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL IS"x18"xl2" DEEP P. GONG. PAD FOOTING SIMPSON HOLBA BEAM SEAT CONNECTOR (TYP); O (j) WOOD FRAME (L.G. 5TL. ® POST FOR 4" WALL5 O AS PER NOTED DETAIL (TYP) OO PROVIDE FLASHING AT ANY WOOD/GONG. CONNECTIONS J J WHEN APPLICABLE) (MIN. (2) 2Wo' STRUGTURAL F7 Ln �C P05T FOR 6" WALL5), U.O.N. STRUGTURAL NOTE: 0) O NEW 2-HR FIRE RATED STRUCTURAL DE51ON OF FOOTINC75 ASSUMES 0 WOOD FRAME (L.O. 5TL. A SOIL BEARING CAPACITY OF 2.0 TON5/5.F. C WHEN APPLICABLE) Z O Z ' Q W J _ _ J 00 I— —1 z NEW2 " EXIST. WOOD 2'x8 HDRS I I Q � 4 DECK J N V' W (D 7 j Q NEW r- Lo x MUDROOM NEW XCH) O NEW(2) 2"x8" HDR O W ® c tj NEW (5) 2"x5" HDR NEW (2) 2"x8" HD " El O __ _ NEW (2) 1.7�"xq.5" G.P. 2.OE LVL HDR Oo O SISTER (2) 2"x8" TO EXIST.2"x8" A-201 F- - F.J.;ENSURE MEMBER SUPPORTS = J O ® O NEW (2) 2"x8" FLUSHP05T TO RIDGE ABOVE BM. w/51MP50N 1 U J LU528-2 HANGER �2 NEW (5) 2"x4" POST z., TO EXI5T. 2"x8" F.J.tN TO DROPPED BM. Q MODIFIED \\ KITCHEN EW 2 2"x8" FLUSH BM. w/SIMPSON EXIST. DINING I LU528-2 HANGERS NEW(5) 2"x4" POST EXIST. GREAT ROOM _ TO DROPPED BM. EXIST. LIVING ROOM ROOM NEW (2) I.75"XIb" LVL J �1 NEW (2) I.;r_"XI6" LVL IX rQ w o EXIST. -. z N GARAGEIw m EXIST. 2"xa" F.J. ® 16" O.G. W/O — — In O NEW(2) I.77 —X16" LVL m Lu j p EXIST. REF. -- -- w NEW(5) 2"x4" w S GL. NEW (2) 2"x8" HDR 3_O , POST TO W. w EXIST. 2"x8" F.J. ® ib" O.G. w DROPPED BM. PROVIDE SIMPSON LU526 I I-� yt w HANGER ® FLUSH BM. EXIST. 2"x5" N m F.J. ® 16" O.G. m O 1 w F- -J fn t� W a Z 0 NEW 3 1.'f5"x11.875" 6.P. 2.OE LVL HDR Q = 2 U EXIST. w O m BATHROOM N w 0 z oa O oz < m EXIST. O REV. N g = cs 'BATHROOM FROFCSEI7 FIRST FLOOR STRUGTURAL PLAN - 0- O 50ALE: 1/4" = 1'-O" 0 iu' � it N N Li j N AS-BUILT NUI T I PROJECT: II � II I i MORDEN RENOVATION I A-501 I I 801 MAPLE LANE II II II II II ° = II II I SOUTHOLD, N.Y. 11971 I I 00 I I I I I I ® ® I I I I NEW(2) OEXIST. I I II II I I II I I 2"x4" POST i BATHROOM u, U v 5-BUI TO RIDGE I DRAWING TITLE: r I I I I II II II II II ry II NEW (2)II PROPOSED STRUCTURAL PLAN 2I'x4" 115T EXIST. I I I I N I I i t I I N I ITO RIDGE 11 NEW(2) BEDROOM MODIFIED X, X 2"x4"POST GL. II _ II U1; XIST. 2" 10" RIDC 3 II II TO RIDGE II II � o II II II � o II II I m II II II m II II MODIFIED I I PAGE: III III ® ® II II II ® ® III III g, GGL. � I I I NEW T HDR BLOCKK INGNO TO RIDGE;E; AS-BUILT I II I I I I I II II PRVID STANDARD HD S-102mOO I STUDS PER PAGE 6-005 a l II I N II I II II II EXIST. 2"x5" o R.R. ® I6" O.G I DATE: 03/25/22 12 OF 13 EXIST. EDROOM I I O — I � EXISTI —J I i I D AR z FROFOSE:U SECOND FLOOD' STRUCTURAL PLAN �A � 74 50ALE: I = �TF � N /4 IO E`N� 4 SITE LAYOUT NOTES: i~'ROJEGT / ZONING DAT,4T��� .._._.! I. TH15 IS AN ARCHITECT'S SITE PLAN 4 IS SUBJECT TO VERIFICATION BY A LICENSED TAX MAP # _ - ... s I— i SURVEYOR. THE INFORMATI ON Z Lu REPRESENTED ON TH15 SITE PLAN IS TO THE ZONING DISTRICT R-40 CONFORMING 2 OWLEI GE. `, .. - - - -- - •'mow' S BEST OF KN , ui ARCH I TEGT r LOT AREA I 1.6 ACRES b �'3' � � - ss" W e-1 2. SURVEY INFORMATION WA5 OBTAINED -_ -- - _ .e FROM A SURVEY DATED 5EPTEMBER 1-1, �, \ �� I -- - - �i it =`y `�- >r' Q ►� W 2013 AND PREPARED BY: CERTIFICATE OF OCCUPANCY - I i FAMILY DWELLING -- �1 Z-8052; II/22/77 Z NATHAN TAFT GORWIN III , CERTIFICATE OF OCCUPANCY - I Z 1586 MAIN ROAD - - FAMILY DWELLING W/ ATTACHED Z-2-145-M;12/12/2000 J JAME5PORT N.Y. IIc i GARAGE ill '1-50-85; II/14/TI NO I 1= Lo TELEPHONE: (651) -121 20q'O SUFFOLK COUNTY-HD APPROVAL -III - BEDROOM COUNT STATED F A(5 E <� : 0 O O - -- Lo w !� V ADMINISTRATIVE APPROVAL � -- - --- --- --- --- ---- - - --- -- --- ----- ---------- SOUTHOLD TOWN TRUSTEES .12/21/20 --- O-OO PROJECT LOCATION & SCOPE z m 51TE PLAN HATCH KEY: HABITABLE SPACE Ex15TINo PROPOSED - I NT�i�I Oil R NOS T I ON TO X 1ST I NCB 51 NFL M I LY RES I DENGE ; SITE PLAN & ZONING DATA _ ti - --_] PROPOSED BUILDING ADDITION NO GHANOE TO EX 1 ST I NO FOOTFR I NT Z BASEMENT AREA 000 S.F. y 625 S.F. - -- - -- ------ - - --- - -- ----- - ----- - - --- W Q J PROPOSED ACCESSORY' STRUCTURE - - GENERAL NOTES — 00 - - .00 FIRST FLOOR AREA , 460 S.F. I 1,550 S.F. ! �' d' O f__-_. -1 PROPOSED 2ND STORY ENERGY TABLE ! z (o - J O SECOND FLOOR AREA 1,515 S.F. 1,315 S.F. r-1 - STRUCTURAL DESIGN CHARTS , z TOTAL BEDROOM COUNT 2 1 3 ------ --L -- ---- -- --- -- - - - i-------- - ------- - I Q z HOEDOWN, ANCHOR BOLT, � J N Lu STRAPPING, & NAILING DETAILS m w � FASTENING SCHEDULE ! J O —OO .00 FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS PROPOSED DEMOLITION PLANS w TOWN CREEK� 7 TOWN CREEK7 F- ,�♦ = J 0 3 `/`� Al 0 1A ---- ----- - +' 3 / PROPOSED FOUNDATION PLAN ------- - ------- ° _ C € xv �A 4 `� "� `� I PROPOSED FIRST FLOOR PLAN �°o - -� I o A- 105.00 ,. o de 52cI°49'o7"W ' A— 104.00 PROPOSED SECOND FLOOR PLAN 57.40' 1 / I -2o ( .00 I PROPOSED EXTERIOR ELEVATIONS EXISTING STEPS ,�0 1 PROPOSED BUILDING SECTIONS i Dw2p I l ! 2 DESIGN DETAILSLu j PROPOSED STRUCTURAL PLANSLu 4 6 Q OL I ® PROPOSED STRUCTURAL PLANS -- - ---- - - r-- I— z EXIST.� 41.4' 1 ~\ BASEMENT EXIST. WOOD i ENTRANCE DECK - --- - -- - --� O m EXISFRAMEORY DWV/ WATER SUPPLY RISER DWELLING W/ - U C ` i w � - ---- --i------ --+ — ?s nn,, GAS RISER FULL BASEMENT 3 74.4' 11� ----i --� -- - --,,--- -a -- EXIST. 1 CAR Z - - --- 1 1, 0, � 0 r -- - - - — -- - - - -- - ------ - ATTACHED 1 - --... \ GARAGE UPON { o l EXIST. I I/2 GONG. SLABO .00 PROPOSED ELECTRICAL PLANS STORY FRAME W/ 2ND STORY I GDRVAWLSPaGE ABovE m I PROJECT: ry L--- -- ---- - - - -' - -------- - - ------ �` 1 --- -- MORDEN RENOVATION I APPR OVED ASMTED __� �i �� DATE:�� 2� ��- �B.P.B.P;# � j _ X FEF`_' -(40 Bti,:�-- �--� S01 MAPLE LANE \ I p r,! r_ 0 NOTIFY BUILDIN3 DEPARTMENT AT SOUTHOLD,,N.Y. 11971 Q % I cn G 765-1802 8 AM 'TO 4 Pt,1 FOR THE: ° c• EXIST. GRAVEL I ALL PLUMBING WASTE 1• FOUNDATION - TWO RECtUIRED DRAWING TITLE: DRIVEWAY r I z ^r NEED -T &�e 4ATER LINES FOR POURED CO=:�E - ` I TESTING BEFORE COVER{NG2 ROUGH - FRAMING & PLUP',.PI"dG PROJECT LOCATION & SCOPE tF1CAT�ON• INSULATION SITE PLAN & ZONING DATA .. . � .-.• • � 4. FINAL - CONSTRJC:10,1 Pe��aT { % / / 2�0�3 i_f.AD CONTENT BEFORE BE COMPLETE FOR C.O. ;,'gCATE OF OCCUPANT CONSTRUCTION SHALL MEET THE / REQUIREMENTS OF THE CODES OF NEW DER USED IN WATER YORK STATE. NOT RESPONSIBLE FOR PAGE: ;-4,)-'SYSTEM CANNIOTDESIGN OR CONSTRUCTION ERRORS. 2/10 OF 1% LOAD. COMPLY WITH ALL CODES OF u 0 1■ 0 ` NEW YORK STATE & TOWN CODES / AS REQUIRED AND CONDITIONS OF DATE: 01/05/21 1 OF 13 \� / BOARD RD ZSOUTHOLD TOVI"V TRUSTEES U�1 C 11r,c� C ► r r-► +,� { •i. to pm UD ARCH I TEOTURAL° 51 TE FLAN 0 SCALE: 1'-0" = 20'-0" c ___ ---- --_-- - GLASS WINDOWS AND DOORS �I �TION CARPENTRY FRAMING MATERIAL STANDARDS � � NOTES � SP�G I F I G�TI ONS wooD � 1 R ARCH #2 d BETTER Fb = 8'75 UNLESS N E I. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. I--. --_-_---..-----„_-.--..----------- _--_-- ---- _-_-_ -._-___ _,____. __-_-_.._. o- I. ALL LUMBER SHALL BE DOUOLAS FI L ( ) THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVE T THE US -- -- -- - - -_- - --- - _-- -_- -_ _____- _,___ _ _ _____ _ U IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER ---- TOGETHER AT ALL TIMES. IT IS AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BOARD li INSUL. I'INSULATION I• 6� PRESCRIBED HEREIN. WHEN IT GAN BE SHOWN, AND THE AUTHORITY HAVING 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER B�' - ___ - _-__- _ _ __ ______ _ ___ _.� - _ ,___ _ =_- _ _ __- ___ ___ ___ Q - SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK CLEARANCES ARE PROVIDED. BFE BASE FLOOD ELEVATION 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING SY AN APPROVED TNT. INTERIOR W Z 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR ti - _ -- __> --- --:--.- -_ --_ -____ __ _- -__ _- _ __ -- - ____- W = N -- ---_ --- = _- -- --_-- - GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE WI HIN IS I OIF FINISHED DOOR SHALLI BET OF NDSULATED TEMPERED GL ASS,D BLDG. 11 BUILDING _ 1[K 1 KIPS (1000 LB5) _. I- 'r-I GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT I I _- _. _-_ _-_ -_- -_-____ I _ --__ ___ _ ____ I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2'l UNLESS (1) 2"xb" (THIS DOCUMENT I5 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD UNLESS OTHERWISE NOTED. -- - - -_ -_ - I -_ --_ _ __ =- W BM 1j BEAM 11 MANU. SPEG.'s ,'MANUFACTURER'S SPEGIFIGATIONS iI Q W �'; MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT A5 I - - - ---_- --- - __-_________---__--_._:-_.-_-_...-_____"__-- __-_-___-_---_-_==-=1-=_-______----- ------- . ------__----- - - ---- ----------- --.-.-------_-_i APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO -- _---_--__- _-_-_-_ __- __ - -__ APPLICABLE AS A DERIVED WORK). 4. ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MAX II MAXIMUM I = Z 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. B.O._ _ __ __--_ -_J BOTTOM OF -:_-_ _=___---__------ -- ---- _ -- - --- - -- - -------- _ - - H 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TEGO" OR _. -----..------r-- ______- - - _-___ -- - _ _ -- -- -- _-jI MANUFACTURERS SPEGIFIGATIONS. ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING - BOT. - I�B07TOM - _ - ---LMEGH.- _ i MECHANICAL -J � Z EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, - ---- --- ----- ----------- ------------ - -._ _ --- "--- ---- - - -__- J STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. ALL WINDOWS TO SE CAULK-D AND SEALED AS PER NEW YORK STATE I' 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, - Jr -- - - _ I J 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL - --- - - _ C III MINIMUM ,' I- � Y ENERGY CONSERVATION CONSTRUCTION CODE. B.O W. BOTTOM OF WALL I MIN. FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING _ ____________ _____ ________ __ _ _ __ __ _ __ __ __ _ _ ____ _ _ _ AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN I.I THROUGH I.B. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLAS5 DOORS, WINDOWS, OR G.J. I CEILING .JOIST 1 N - 1I O b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6 OF AN EXTERIOR SURFACE. AVD88 NORTH AMERIGAN VERTICAL DATUM OF Ig88 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY "- --_"- -" - - - __ , OO U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, COL. COLUMN NYC BG NEW YORK CITY BUILDING CODE II �. ; d' m �� -_____ _ ___ __ _ OF THE OWNER/SUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 1• ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL - -- - - - SCREENS AND HARDWARE NEGE55ARY FOR PROPER FUNCTION OF SUCH UNITS. ------- -- - -- _ --" 5. ANY OMISSIONS OR DISGREPANGIES OF PLANS AND/OR JOB CONDITIONS I =_ - - ---'ll Z -I BEARING -i. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3 /2 BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY [CONT. CONTINUOUS f O.G. "ON CENTER WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE �-_ -- ---__ ____ ___-_ _„ -_. _.____ _ ___- -_ ___ _= l_ -- __ _ _ _.- -- -- ____ _-_ ---__ _-_JI O SHALL BE CLARIFIED WITH THE ARCHITECT'/ENGINEER BEFORE PROCEEDING b. ALL GLAS5 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 - -_`_ --- WITH THE WORK. 8. MIN. HEADER TO BE (2) 2"xIO" UNLE55 OTHE'li NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 1'DBL ]I DOUBLE r" 1i OCCUPANCY ' = O GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR I - __- _ - - - __ _- -----_- -_ ___- ----_.___JL.---__- = -____ =____---- -__ -_-____--._ - -- --- -- ~ cl ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE I DFE - ]!DF-51ON FLOOD ELEVATION I PBFE Z b. NO DEVIATIONS OR GRANGES TO THE 5"fRUGTURAL SYSTEM SHALL BE MADE q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH I _ - - - - -_ PRELIMINARY BASE FLOOD ELEVATION W P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. _-___- --__ -_ - - _- - -- -` Q J UNLESS APPROVED BY THE ARGHITEGT/ENGINEER. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE - --- -- - - =__--- -- - CONTRACTOR TO VERIFY THAT THE CHARACTERI5TO5 OF THE WINDOW MATCH II DIM DIMENSION -- - P. GONG. I POURED CONCRETE _'f 00 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET I---_- -___ __ .__L_ -_ _____-____ -_-__- __ 1. CONTRACTOR TO VERIFY DIMENSIONS O'F FOUNDATION WITH FLOOR PLANS TUBA G UED AMINATED THE CHARACTERI5TIC5 OF THE ANDERSEN WINDOW SPECIFIED. THE I - - - '- '_ __ --,__ _ ___ _-_ -"- __-- - -__=I � IP" C) BEFORE THE START OF FRAMING ON PAGE G-005. GENERALLY, SHEATHING I5 OF 1/2 THICKNESS ON WALL5 AND THE PROVISIONS OF AN51/ALTC A 1110.1 STRUG L L L GHARAGTERISTIGS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, D.J. I�DEGK--JOISTS-_ - _-- - I'LPL_ - �I'I PLATE Z ,H rq ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS � ---- - - -- -- --------- -- -- - - ---- ` -- _- -- __-- _==� FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENT5 WHEN - - -1: r - �J b. DRY WELLS AS REQUIRED BY STATE ANID LOCAL GORES. E VISIONS OF ASTM D5055 REQUIREMENTS. EA EACH PLYWD. I1 PLYWOOD I r-I APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED _ L_- _ _ _ j - O WOOD I-JOISTS SHALL MEET TH PRO i = z q. t'O NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE II. SUB FLOORING, GENERALLY, TO SE OF 3/4" THIGKNE55 AND OF GDX GRADE. STANDARD SPEGIFIGATION FOR ESTABLISHING AND MONITORING 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ELEV. ELEVATION I P.T. PRESSURE TREATED I TEMPERED GLASS. -__ - -_- --- - - --_ - -- - - - --- ---- NAILING AS PER FASTENING SCHEDULE ON PAGE G-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 -_-__.-__ -- - __ __I Q Z ,H 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS, Ir DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT - _ -- - REQ D II REQUIRED W J GERTIFIGATES, GERT. OF OCCUPANCY OR �,OMPLETION AND U.L. APPROVAL E 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. ------- ----- ------ _ - ------- ------- - - ---_ - _- _;___ --_-- _=-_-_ _ --- - ____- - -__.--_ W (fl APPROVED EQUAL.TRINO TO BE COVERED WITH TYVEK HOUSE WRAP OR ERVEALUATIONTREPORT.T FORTH IN THE MANUFACTURERS GOD GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE I EXIST. EXISTING - - Ji R1 11 RISER II 1i _ T4 II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA MISSILE TEST OF A5TM rill AND ASTM E1886 AS MODIFIED BY 2020 NYS BG -=_ ___- - ---- (---- - - - -- - -- -- _- - ___ __-- -- __-_ -- _: _= -<_ --- --__ ___- _ .__ ___, ti = lS) `---------------- - J-- - - AND SHALL NOT BE ALTERED OR BE REPP:ODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET EXT. EXTERIOR RM. 'I ROOM I '' - - . - --__ - ----- -- ----- - --- --- - - - - --__ __ - = II-- -______"_----_.-.--------- ----- PERMI5510N FROM THE ARGRITEGT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR it _ -___._-________-____ -._::_--___I ri O ASTM D5456 STANDARD SPEGIFIGATION FOR EVALUATION OF AN51/DASMA 115. F.A.I. ]FRESH AIR INTAKE .I R R. - - �''ROOF RAFTER ;I 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 L G MPOSITE UMBER PRODUCTS THI5 DOGUMEN THE _ - _-_ - _ _ -__ -__ -_-- - -- -- -_ -- --`-_ _ --'__ - _ __-- -_ =- - -_ -_ 14. PROVIDE X OR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURA O L I ,I - 1 RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY 8'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 AS 12. A5 AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH I FAR I FLOOR AREA RATIO 5TL 11' STEEL J SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. A THIGKNE55 OF NOT LE55 THAN ' AND A SPAN OF NOT MORE THAN 8 SHALL -- --I ---___----- __-- _--_ --_ -- L_,___ __-_-___,_, -_�__ __--. _-___________ ___ _ ___, f - �: W ' RA OBTAIN GERTIFIGATE OF O GGUPANGY. 13. THE CONTRACTOR 5 LL 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND I F.A V FRESH AIR VENT S.V. '!SMART VENT ' G-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE -- -- _ - - _-_ --__ -- __=_ -_ _ - --__-- _--_ --_--- m 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS I FF [FINISHED FLOOR 1,TBD 1!TO BE DETERMINED COMP ETION OF WORK THE CONTRACTOR SHALL REMOVE ALL TIMES. AT THE L G U NG CODE AND ANY ADDITIONAL REQUIREMENTS AS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE -------------- 1 -------------------------- ------- - �- -- -----__-_-_:_____ ____________-_- _ i RUBBISR, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK N APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNIN B ILDI --- --------------- "-- - ---- _ --_---___ =-_- - U NEGE55ARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT �FF ELEV. FIRST FLOOR ELEVATION - �I TEMP GL. IL TEMPERED GLASS ]I W N BROOM GLEAN. CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED - _- - - - -- -- --- - -- --- --- -- ---_--.- -___--___-___- -__r -__ _ _- -___ _ - li 1-1 PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES G-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. f=__- - �_- - -__- _- _ - i -- - -- -_ --_ -----__-- --_ - --- --=-Ji - V --- -- - ------_- -- ' _ ___ __ ___ ___________ _________ __ = J LI THE CONTRACTOR SHALL CARRY MPLY ANS COMPENSATION AND GENERAL I8. AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. L6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FOUND. i T.O.W. II ON THE BUILDING. OOR O 5T5 7 THICK r- LIABILITY INSURANCE. ALL SHALL GOMPL'Y WITH STATE AND LOCAL GORES U J FOUNDATION TOP OF WALL a AND ORDINANCES. - - - - - - -_ __ - -- - --- ---- - --- - - - - - - - - GENERALLY, SEPARATE DOUBLE J015T THE THIGKNE55 OF WALL ABOVE. SUB MEET THE PROV1510N5 OF ASTM C36 SPECIFICATION FOR GYPSUM i - I - - - ---- _- - ,I--- - 1 _ -- - - -_-_ = 1 Q 6 E CONTRACTOR SHOU D FULLY 6UAR'ANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6 SPAN. WALLBOARD, A5TM C3-7 SPECIFICATION FOR GYPSUM LATH, OR A5TM G'711 FRGE JI' - -I . TH L =- I'.=- -- - -- - - - -_- -_- _ _- FR. - - -- FRAME --- -- - - _ -_- - -TREAD =_ _-- -_,'I . . �� OOD R 5 ST T GO STR GT O ELEVATION Tr SPEGIFIGATION FOR GYPSUM SHEATHING BOARD. - ---- II - -- , - - - - ----- ----- ----- -- ---- - - - --- THE SUB-CONTRACTORS FOR A PERIOD Oi- AT LEAST ONE YEAR AFTER _- - ---- - -- ." -- - -- - `-------.I,I Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING PLUMBING �!TYP. TYPICAL ROJEGT _ _ ___ j'.------ -- - -- - GOMPLETION OF P AS PER PAGE G-003. I."1. HARDBOARD: RARDBOARD USED IN A STRUCTURAL APPLICATION SHALL I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) '` ' MEET THE PROVISIONS OF AN51/AHA AI35.4 BASIC HARDBOARD OF SYSTEMS TO NYS PLUMBING CODE AND NYS DEG REGULATIONS. FRPR. Ili FIREPROOF - _ U.O.N. ', UNLESS OTHERWISE NOTED I �`' - .�'� ' ', 1�. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ARD OARD SIDING. ----- __ - - _-_-- - __- -_ _- - 20. P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 H B -_ -- --_-______ _-_ --_- -_-_ _-----_ - -_ _-I __=__T _ _ ,- - - ARCHITECT/ENOINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND I I ~' AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/ AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. [FTC.--_ - !,LFOOTING --- - -- --_ - -- IL VERT. - 1I VERTICAL - - - - _ �• TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 STRUCTURAL PANELS. ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF -- ' -- -- - - - ---- - - - - - - - __ - --- -- __---- ---- -- -- ------ --- ------- THE WORK PROVIDED THAT ANY SUCH CLAIM DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION GYP. BD. GYPSUM BOARD I V.I.F. III VERIFY IN FIELD 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. AL50, FOR HARDWARE USED WITH P.T. LUMBER, I.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL AND AT BASE OF VERTICAL WASTE PIPES. ' --- -_ --- R 'THAN THE WORK GONTRAGTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. I HOLD DOWN - -----_..__ 1 -- I;WITH r- INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHE MANUFACTURER SUCH A5: HANGERS NAILS 5GREW5 FLASHING ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER _- - _ _" --- _ --- - - - - -- ''l _ ___ '_------ - -------__ -- -_-_ -__-I ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) I5 CAUSED IN ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY FOOT. ,HDR- II HEADER __ _ - - - -III WD. 1 WOOD 1 WHOLE OR IN PART BY ANY NEGLIGENT ACTT OR OM155ION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR ! _ .- __-- ____ -____ _--__-_______ ____ _____- 1=_ ____ ___ _1 __ , - __ _ ___ - -�I - I _ -- L-- - - I - - CONTRACTOR, ANY SUBGONTRAGTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: I HNGR ]I HANGER III ZR II ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHO5E ACTS ANY OF THEM MAY _ __ _ ---_, _,__-___--_____-_--____-__ _ -___-_-_-_-__-______J'-__=_____-___JI_ _-_--__--_- -_---__--___-__--_-_ __..---- ----I E3 21. LVLA(LTARUM S JO S McMILRL ANSI qE MIGROLAMEITHER OF THE FOLLOWING: EVALUATION REPORTS. - KITCHEN 51NK......................................2" HOR. _]I HORIZONTAL - _ -- -- PARTY INDEMNIFIED HEREUNDER. - - ---__ ---=_ -_- __- - ---- - _-- --__- __ ]__ _ ---__,�_- -___- --_ _- -__ -_- E LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A B TRU55 A PACIFIC LIA 6-P LAM 1.8.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND LAVATORY...............................................2 , PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET - SHOWER/TUB..........................................2" I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING I A. TRU55 J015T McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY - TOILET........................................................3" ,- - --- ---- --- --- -----___-- -_---_--____-__---- __- ---__._.____-__--__- -----.___-__- -- ----- ------ I TBUT NOT LIMITED TO FORM-WORK, BLOULLY P FRAMING, NAILING, PLACING STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR - FLOOR DRAIN..........................................5" I NSULA71 ON $ FENESTRATION REQU 1 REMENTS I I O BE SURE THEY ARE IN ACCORDANCELW TH THE PRAWI 5,rSPEC�N ATIONSR 22L1-JOST FLOOR SYSTEMS SHALL BEPNN ACCORDANCE WITH THE WOOD APPLICABLE GODE�VALUAT)ION REPORTSGE VOLUNTARY PRODUCT LAUNDRY .............................................2' - - - APPLICABLE GORES AND GOOD PRAGTIGf_. DEVIATIONS FROM THE DRAWINGS - --- ----- -- -- ^=- --- _-- __ _ -- -_ -- ==- FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, b. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" I i j AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN i II AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL THROUGH ROOF. AUTHORIZATION OF THE ARCHITECT/ENGINEER. PROPOSED DESIGN CODE PRESCRIPTIVE VALUE COMPLIES CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY I COMPONENT VALUE CITATION (PER 2020 NYSEGGG) I Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS !I 23. NOTGRES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVEALUf ATIONTREPORT.T FORTH IN THE MANUFACTURER'S CODE DRAI�G10GK5 AS REQ Do HOE B B15 SHALL �SPROV DED WIBTH BAGKIFLOW ,-_,-__________-_" _________ ,____ - ___ NEEDED, UNLE55 OTHERWISE SPECIFIED. AI_L DIMENSIONS AND CONDITIONS - -- - -- - -- ---- - - -- _____-=_:__- -_- -�1 NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTFR SPAN. NOTCHES IN THE PROTECTION. r G PERTAINING ARE TO BE FIELD VERIFIED. MAX.U-VALUE a o.32 OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS FENESTRATION U-VALUE U VALUE 0.25 MAX.AIR LEAKAGE = 0.3o GFM/SF YES I; I I AIR LEAKAGE = 0.30 GFM/SF I. I RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AIg4.1 CELLULOSIC 5. NA5TE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED , - PER R402.4.3 6 TABLE R402.1.4-CLIMATE ZONE 4 I 20. CONTRACTOR TO REMOVE 8 RELOCATE AS REQUIRED ALL EXISTING WORK I EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM G208 STANDARD SPEGIFIGATION FOR WITH BACK FLOW PROTECTION. -__----_- I _ __=_ _-__ -___ 11 --____ _.___-- --___----____ ___- -------- WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. - - - -- -' -`"" _ -- -- - --- - - - - IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE GELLULOSIG FIBER INSULATING BOARD. CEILING R-VALUE R-49 DENSE PACK CELLULOSE I,MIN.R-VALUE = 4q 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INGRES TO THE TOP OR BOTTOM EDGES. 1 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN HEALTH DEPARTMENT STANDARDS AND REGULATIONSGOMPLY WITH LOCAL INSULATION PER TABLE R402.12 -CLIMATE ZONE 4 YES I I I 1 SPECIFICATIONS, UNLE55 NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE GTH E OUTER THIRDS OF I I =_ _ ------ - - ----- -_--_-- °- --_ =__--___-._ -° - - - - - -- - - STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 'll MIN.R-VALUE =3o I MIDDLE ONE-THIRD OF THE STUD LEN . NOTCHES IN TH DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I 10. APPROVAL AND INSPECTION I5 REQUIRED BY LOCAL JURISDICTION PRIOR ! 'FULL HEIGHT OF UNCoMPREssED INSULATION TO l I I 22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THi A.C,7UAL DEPTR. BORED GEILIN6 R-VALUE I EXTEND OVER T4E WALL TOP PLATE AT EAVES; (P5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL TO CONGEALMENT OF PLUMBING. I R-30 BATT INSULATION CEILING AREA SHALL BE LIMITED TO 500 S.F. OR YES 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAIN'.ST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STi:D DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLIGASLE CODE EVALUATION 1(wlTHour ATTIC SPADES) 120%OF TOTAL INSULATED GEILIN6 AREA, UNAUTRORIZED USE UNDER FEDERAL LAW BY THE ARGRITEGTURAL WORKS NO NOTCHING AND BORING Ol STRUCTURAL MEMBERS SHALL BE PERMITTED I WHICHEVER IS LE55. NOTCHES AND HOLES SHALL NOT OGGUR IN THE SAME GROSS-SECTION. OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO TIE EDGE OF THE STUD. REPORTS. II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING GORE. - PER R4022.2 i TABLE R402.1.2 -CLIMATE ZONE 4 I ---1 , -- __ -- ===______ _ --_ ----____-_-__--_____=__ �_=-_-- I COPYRIGHT PROTECTION AGT OF IggO (AY^1GPA), WRIGR RAS SEVERE PENALTIES. ___-_ _ --____-__ --___-__. , NTIAL DAMAGE NOR ANY POTE THEREOF. 2.2. FASTENERS AND CONNECTORS• AL N RS ND GON � 25. FOR NEW WALL5, A PERFORATED 5HEARWALL SY.>TEM IS USED. THE FRAME WALL R-VALUE I MIN. TABLE E = 20(CAVITY) ]I YES I . I I CONTRACTORS ATTENTION IS DIRECTED TO T' i J CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 TRROUGR M 2.2."1. R-21 GATT INSULATION PER TABLE R4O2.L2 -CLIMATE ZONE 4 I � I GORES AND REFERENCE STANDARD: _ _ HE APi�IGABLE DETAILS, S NEGTORS SHALL EXTERIOR l2 xb°)WOOD-- -- - -- - - I,- - - _ _- - __ -_-- __= L -_'_ NOTES, AND TABLES ON PAGE G 003 I$ G 004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/A5ME B 18.2.1 SQUARE AND 1 f2 I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING iI MIN.R-vALUE = i3(CAVITY)AT INTERIOR OF WALL ! STATE BUILDING GORE, 2020 NEW PORK STATE RESIDENTIAL CODE, 2020 HEX BOLTS AND SCREWS (INCH SERIES). SEMENr WALL R-VALUE R=IS GATT INSULATION® INTERIOR ,i PER TABLE R4o2.12 -cuMATE ZONE 4,NOTE(c) II YES II w SPEGIFIGATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING FOUNDATION, CONCRETE, AND MASONRY NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK O J TION WITH THE PER A 1. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION A5 IT - -- _- _ __ -_- _- _---- - _ =__ -_ _--_ -__-_ - -; --- --___ 5GHEDULE). HOLDOWN5 OPERATE IN G N UNG FOR TED 2.2.2. LAG 5GREW5: LAG 5GREW5 OR LAG BOLTS SHALL COMPLY WITH ANSI/ APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE 1'MIN R-VALUE - Iq i I STATE ENERGY CONSERVATION CONSTRUCTION CODE. FLOOR R-VALUE R-so BATT INSULATION YES I 2 SHEARWALL SYSTEM (INSTALL AS PER APPLIGASLE DETAILS d MANU. 5PEG.'s). A5ME 5195.2.1 SQUARE AND HEX BOLTS AND 5GREW5 (INCH 5ERIE5). 5UB-CONTRACTORS IN SUCH A MANNER To A55URE THAT THE CONDITIONS OF 1 _ i PER TABLE R402.1.2 -CLIMATE ZONE 4 1 II O 1 1 I 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. -_ _-- __ -_= I===_- __ -1 U - - -- _-°__ - - WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 2.2.3. TRU55 METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES COMPLIANCE 5TATEMENT: w I i I CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ,ASSOCIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501L TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN (AF41i AMERIGAN WOOD COUNCIL (AWG). WOOD P05TING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4(RE]. _ _ -__ TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/SQ. FT„ U.O.N. 1 -� , 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW PORK STATE WALL w/ STEEL SHIMS 8 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. I I PLUMBING GORE. SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS w EXIST. WALLS $ 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING 51ZE AND OTHERWISE NOTED _-_ -__-- -_.-_ _- __ _ ___ _ -_-__- -__ _ _- __ __-. _--- --- --- -- --- Q 4. ALL MECHANICAL WORK SHALL GONF0IZM TO THE 2020 NEW YORK STATE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6 GAGE ARE SPECIFIED, MINIMUM A5T•M A655, STRUCTURAL QUALITY, __ ___ O 1 MECHANICAL CODE AND 2020 NEW YORK. STATE FUEL GAS GORE. WIDE 3 COURSES OF 50LID BRICK MASONRY CENTERED ® POSTING,U.O.NJ. MERE DTHE STEEL S NTS OF S ED. OTHER MG BUILDING GODS AND ANY 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. TABLE R3OI .� CLIMATIC � GEOGRAPHIC DESIGN CRITERIA ] HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201-7 NATIONAL ELECTRIC IN A 5HEARINALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ---___ -__-- -_-_--_---- :--.___-_-_-----_-__-- - -__-___-____" PROJECT: CODE, NFPA ?O AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) d ANCHOR BOLTS, GORE EVALUATION REPORTS. UNTIL 1a TIER OF FRAMING 15 IN PLACE. CONSTRUCTION GORE. f GROUND SNOW LOAD 25 LBG 1 U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG _ __- ____=__--____-__ -_-_ -- - -___--__ ---- _ _ _ _ w 6" R15E $ w 2 s "O BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5• NAILS. NAILS SHALL COMPLY WITH ASTM F 166'7 STANDARD 'T. FOOTIN55 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. ALLOWABLE - n� p p' SET b" DIST.,U.O.N)/ADDITIONAL INFO. I5 FOUND ON PAGE G-005. SPEGIFIGATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED I STRUCTURAL MEMBER - - - - DEFLECTION r SASIG WIND SPEED - - - 150 MPH I y 01�D E 1 V GENERAL WIND PROTECTION CONNECTION NO 5: ---- __ -- __-- ---- - - - -� - __-- _._-______ I A' `//� 2.2.6. PNEUMATIC NAILS AND STAPLES. PNEUMATIC NAILS AND STAPLES SOLID WITH CONCRETE. R E I tl O V ATI O N I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT L/150 I EXPOSURE CATEGORY B CONSTRUCTION;55TDNO-q�AND 2018R BCp�HIGHSWIND EDI�TIO�WOODLFRAME GYPSUM WALL BOARD AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE q. ANCHOR BOLTS SHALL BE I'N ACCORDANCE WITH PAGE G-003. j �' -__._______--___- ___________- ___- ____-_ TWEEN FOOTINGS FOUNDATION WALLS COMPOUND METHOD. MANUFACTURERS GEO EVALUA�ON REPOR SRNING BUILDING GORE W/ NO P NISHED GEIL�G ATTAGHEDRTO RAFTERS ill 1 SEISMIC DESIGN CATEGORY B -- _____ _____-__ GONSTRUONT�NUOUS LOAD PATH BE 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTR AT 28 - - -- -- -- ---- ------ - -- ---_--_-- - - - - ------ - - --�I- - - --- --- - ---- 'I FLOORS, STUDS AND ROOF FRAMING aRALL BE PROVIDED. 2. ALL 6YP5UM BOARD SHALL BE 1/2 ON WALL5 AND CEILING, UNLESS WOODSGREWS (INCH SERIES). --------- -- H/I80 ,I p �A^ /� 2. APPROVED CONNECTORS ANCHORS A.ND OTHER FASTENING DEVICES NOT - - ,I SEVERE HO1 MAPLE LANE OTHERWISE NOTED. WATER RESISTANT (W.RJ AT BATHROOMS AND WHERE 2.2.�. 5GREW5: 5GREW5 SH GO P T 5 5 B DAYS OF 4,000 P.5.1., U.O.N. "I INTERIOR WALLS PARTITIONS __-.. _ _______-___._____ .__-_._ DEEMED APPLICABLE. WEATRERING I INGLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL 11. GONG. SLABS TO REST ON MIN. OF b FINE GRAVEL OR SAND WITH FLOORS 8 PLASTERED GEILING5 I L/360 i II „ SOUTHOLD N.Y. 11.971 BE USED IN ACCORDANCE WITR MANUFACTURER'S RECOMMENDATIONS. 3. 5/&", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALL5 MECHANICAL CONNECTIONS: FROST LINE DEPTH 3-O 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER ----- -------- -------- �� ---------- I I I ---------------------i; ------------- -- -------- - - - - ---- - ---- -- ------ -- - - --- ---- 3. METAL PLATES, CONNECTORS, SGREN5, BOLTS AND NAILS EXP05ED - -- - - --- --- - -- ------- ".""-- - - --._ -- (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. ALL OTHER STRUCTURAL MEMBERS I! L/240 I: I! DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON' MAY BE I _- -__ TERMITE MODERATE TO HEAVY EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 5UB5TITUTED WITH AN APPROVED EQUAL PRODUCT. 15. BRICK VENEER To BE ANCHORED WITH CORROSION RESISTANT TIES - I II; --_--- -----"----- -- -- ---"--il---- - -----_ -� DRAWING TITLE: CONCRETE PANELS OF 5/8 THICKNESS MINIMUM. (1) WALL TIE PER (5) 50. FT. I - ------ - _.. - - --- ,; -- - - ------------ -- AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED EXTERIOR WALLS VJ/ PLASTER OR STUCCO FINISH H/360 - _ Ji I ICE BARRIER REQUIRED I YES GENERAL NOTES "4. WHERE WINDOWS AND DOORS INTERRUPT WS OR GONNEGTORSPSHALL BE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, I - -- --- ---- -- --- -- --- --- --- - ---- - ---- - SHEATRING AND SIDING, FRAMING AN HOR 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGE5 SHALL BE BY SIMPSON MANUFACTURER. EXTERIOR WALL5 - WIND LOADS W/ BRITTLE FINISHES ; L/24o ENERGY TABLE TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS MAX. 32'-O' O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. i' PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS,HEADER STUDS INDICATED IN 'SIMPSON PRODUCT LITERATURE. THERE MAY BE SEVERAL 15. APPLY (U GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. L/120 ,1 AND AT LEAST ONE STUD AT EAGR SIDE OF OPENING. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE-FINISHES 'I! J STRUCTURAL DESIGN CHARTS TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY - -- -- - - - 5. RIDGE STRAPS SHALL BE ATTACHED 'TO EACH PAIR OF OPPOSING FROM FOOTING TO 2" ABOVE FINISR GRADE. - _.- -- --- ----- --------- -- -_-- - __ - - - -- - - -" _.- ALL OPENINGS. LOADING VALUES ARE LE55 THAN WHAT I5 SPECIFIED BY 51MPSON RAFTERS EXCEPT WHERE COLLAR TIES OF I xb OR 2 CH LUMBER IS ______ LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF I6. NO CONCRETE 0R MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES --- ---- - -----"---_ - -- _---"- _- ----- -,I 6. FASTEN GYPSUM BOARD AS PER FASTENING 5GHEDULE ON PAGE G-003. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED OF 40'F AND FALLING, UNLE55 APPROVED BY ARCHITEOVENGINEER. NO RAFTERS. CONCRETE SHALL BE PLACED'ON FROZEN SURFACES. I 5TRUGTURf�L I7ESION LOADS 'I PAGE: .I 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER - - - i 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 1 _ _ _ _ _ 7. FLOOR TO FLOOR HOLD-DOWNS TO B1E PROVIDED EVERY 48" AND EVERY 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER USE LIVE LOAD _ _ - - I6" WITHIN 4' OF EXTERIOR CORNERS. ELECTRICAL: P N E H M ARGHI'EGT/ ENGINEER. II IIDEAD LOAD'( G GT 5 _ __ ___ __ __ __ __ _ _ --_- -_ - -- ---- --- -- -- - - _-_-_--_---_.-._ - - - __-_---_ --_ __.� --- -- __--__-_-_- - I. ALL NEWLY INSTALLED ELECTRICAL WORK OR A PLIA G S 5 ALL GONFOR DD _ G D CONCRETE UNLE55 SPECIFIED BY I _ -________ _. I___- ___ __ ___II SPECIFICATIONS OF THE PRODUCT BEING INSTALLED I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND TO 201-7 NATIONAL ELECTRIC CODE, NFPA ?O AND 2020 NEW YORK STATE 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED ENERGY CONSERVATION CONSTRUCTION CODE. WHERE EVER APPLIGASLE. 1' EXTERIOR BALCONIES- - _ - 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER OF j" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON , ARGRITEGTS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY MIN. to D�PHPROJEGT N6 6" O� EACH SIDE OF OTHE �OUNDAT N WALLE A DECKS 40 psf 1 15 psf PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR COMPLETION OF WORK. 8. ALL CONNECTORS SPECIFIED A5 A "SIMPSON" TOP MOUNTED BEAM - --- ---- - ------------------ -------------------------- ---------- --- DATE: 01 05 21 PROVIDE TWO #4 DEFORMED iBAR5 CONTINUOUS IN THE FOOTING. ALL 4 THICK ----- ---- 2 OF 13 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7 IN CONGRETF_/MA50NRY BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. PA55ANGER VEHICLE GARAGES - - 50 psf I'1 AS PER PLAN FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA -i2: HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED AND AT SPACING NOT EXCEEDING 4' ON CENTER. - GENERALLY,VERIFY OR PROVIDE HARD WIRED - - p-- --1�-- ---_p----I SMOKE DETECTORS w/ BATTERY BACK-UP IN: 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 sf 15 5f I AS IN SOLID $ SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6 WIDE x 8 1 INSULATION A. EACH SLEEPING ROOM ATTICS WITH STORAGE-(MAX-CLEAR HOT > 42 ) I -- 20_psf I-- 15 psf- 1 I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOiL FACED DEEP k 3'-O" BELOW GRADE. �Ij I �FIBERGLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. B. OUTSIDE OF EACH SEPARATE SLEEPING - - II FOIL TO BE PLACED TOWARD WARM SIDE:. AREA IN THE IMMEDIATE VICINITY OF ROOMS OTHER THAN 5LEEPING ROOMS 40 psf i1 15 psf I �,r�;`OD A,!�r, THE BEDROOMS (GENERALLY THE HALLWAY) 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION I.___.-__-_-_ r -�. _WALLS FROM 6 BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY C. EVERY LEVEL OF DWELLING I � � f i �. �+, f, -5LEEPING ROOMS--- -- - - - - - -30 -Sf - --II 15 psf v nC "�\��� : ,,°(�y - ---- p I CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE (BA5MENT, FIRST FLOOR, d SECOND FLOOR, ETC.) -� 1z r f' kV_ "'� l -I i - I P STRIPS- ------ -- - --- 40---sf- IS psf „...is .:~a . ;. ' ii` ��, ' FOUNDATION WATERPROOFING. p 5. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: �I_---_____psf I - q" R-30 FOR FLAT _---- ---- - -- ------ -- -11, -I �. FILINGS -- - I p I �, i 5 GUARDRAILS AND HANDRAILS 200 sf I 15 sf I - . s �L MEGRANIGAL, FUEL GAS: ---___--_----- -lj,,,1- - 8.25' R-30G FOR VAULTED AND CATHEDRAL GEILING5 II C137�(� , y - 5.5" R-15 FOR 2"x4" WALL CONSTRUCTION � 12 psf FOR ATTIC 4 - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION 1. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/ THE ROOF LOADING (LIVE = GROUND SNOW LOAD) I 25 psf 15 psf FOR LATH. I,I �OF Nv` - 5.25" R-21 FOR FLOORS NYS MECHANICAL CODE AND FUEL GAS GORE -- - - "ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH A50E -1-10 (MINIMUM DE51ON LOADS FOR BUILDINGS AND OTHER STRUCTURES) NAIL. 1�10/�DTRA NOVal 11�lDOl�l/D®OR HEADER T`I'F I SAL NA I � NO/57RAFF I NO R OU REiMENTS FOR I ---- _— _ ___ _-=FASTEuiNO scHF_r�)uLE= A__._ UFL I FTC SHEAR, $ LATERAL ERAL N ND RES STAl C,,E NOTE: THI5 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS NOTATION: (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, LLj Z O A - NUMBER OF 8d NAILS ® EA. END OF STRAPPING (2015 WFGM, TABLE 3.'7,P. 18a) I. I 1 ri $ - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.238, P. 2aUALL STRAPPING TO BE (Y4"x 20 GAUGE -- "SIMPSON" EQUIVALENT - G520 (COILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS) r'i G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(200 WFGM, TABLE 3.23G,P. 2a2; ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE j (SCHEDULE A5 PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) Q W -f�_1�--•�1 -- ALTERNATE A5 PER TABLE 3.23D,P. 2a3) USE I Od NAILS I F STRAPPING I S OVER PLYWOOD• TYP. FOR ALL '_ I {; I - D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. 51DE ---------- A �—D (2015 WFGM, TABLE 3.7,P. 18a) 1 FASTENER SPEC. I FASTENER Z E - NUMBER OF JACK STUDS ® EA. END OF HEADER (2018 WFGM,TABLE 3.22F, P. 288) - - DESCRIPTION O ND OF SILL(S)L5 ® EA. SIDE CONNECTION A _ _ AND QUANTITY, SPACING J Z �G F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TOE L O I �l L I O OR I J . - - - - - - ------- ------ - ----- -- -' -- - - ----- (DOE5 NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.5, P. 1111) F- In ROOF CEILING FRAMING M 0) O B __ ry I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd -- \ - �; E _-- -_- --- -'-- ---- ---- ---- - -- -- --- ---,1 ....-••.•."""...---'" COMMON NAIL w/o PREBORED HOLES. ---- -- - _- - -- - - -__ -- -_- ---- -.I'_ -_— - --- _ -r - -- -- - -- -------- O O O FASTENING SCHEDULE B __� -- 2" 2.WOOD IS ASSUMED TO BE D,F, 2 E BTR. IN DRY USE I,I RAFTER TO TOP PLATE (TOE-NAIL)---- --- -- ----- - - - - - - PER RAFTER a Ln SEE PAGE G-o03 `I 11 AT RAFTER TO RIDGE . - f - - - - ------- �- d° m I F ROJGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS - '"" R.R. ry SERVICE "I CEILING J0I5T TO TOP PLATE (TOE-NAIL) - - �I SEE PAGE 0-003 �I PER JOIST Z - (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) CONNECTION: \ 3.SHOULD TFIE WOOD IN USE PRESENT A SPLIT POTENTIAL _"__-_____-____- _.___--___--___ _--_____.-___________-_i�________-____- O , (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL = p FOR STRAP - 3 8 d COMMON • . • . • • • . + HOLES,SET NEW MEMBER. CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) �; SEE PAGE G-003 EACH LAP _ _ ___ _ 1 NOTATION A B G l D l' E F G NAILS @ EA. END OF STRAP. I' --- ------- -- -- ----i Z .,'. 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED CEILIN5 JOI5T LAPS OVER PARTITIONS (FAGS-NAIL)• • • a-Ibd COMMON EACH LAP Q J _- II ROUGH � I �,. - - FOR ROOF SLOPES UND1=R 5:12 WITH ? • • 5.SEE SECTION 6 FOR ANY REGZ'T TO CLINCH THE NAILS(TO -- -- - - - - -- - ._I 00 O I 2 I ( f I _=I I - ROOF SPANS OF 24 OR GREATER, G.J. G.TIES • I OPNG - ' � "••• 4 NAILS ® - I COLLAR TIE TO RAFTER (PAGE-NAIL)-_-_------I SEE PAGE G-003 Ir PER TIE --------_ > litO O - -- �'-- - -I - - - - 1 -- -- ry TIGHTLY BOND THE END OF THE NAIL TO A a0° ANGLE,SEE ------ - --- --- - -- - Z (� � 1 I GRAPHIC BELOW) I, 4'-0" 4 1 2 2 2 2 SECTION 12.4-PLACEMENT OF NAILS E SPIKES f TABLE ------ - -- ----- - ----- -- - - - — -'--- -- - C) USE d COMMON N I L --- ----------- EA. END OF STRAP FOR ROOF b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END J O - SLOPES OF 5:12 AND GREATER. GR 4-1. RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END Z PROVIDE (2) 2 xIO HDR (MIN.) U.O.N. QUIRES SILL PLATES OF 2"x6' MIN. --- ------ -- ---------- ------------- I�----------------------- (B) - RE (MIN) — GONNEGTION BI B2 - t AT RAFTER TO TOP PLATE TO STUD -- -- - -- -- - ---- WALL FRAM INCB- - ---------- ---- -- - --1' W c� 80 7 2 5 - --4 - 4 4 - s` FOR STRAP - S d COMMON NAILS ® - --- - ----- - ------- --- --------------: r - -- -- - - -- �2". TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-Ibd COMMON ' PER FOOT 0 O • EA. END OF STRAP: • j! TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-Ibd COMMON JOISTS - EA. SIDE WHEN IN TOWN OF ISLIP OR NAILING • _ • • NOTE GEOMETRY EXCEEDS THAT PERMITTED IN • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.C. - I MAX. NAILING GRID ABOVE UTILIZE HEADER TO HEADER (FACE-NAIL) Ibd COMMON -�I W ' SIMPSON # H2A (OR EQUAL) RAFTER TIE -� ,•` i Ib" O.G. ALONG EDGES • FOR TOENAILING - 3 S d COMMON NAILS TOP or BOTTOM PLATE TO STUD (END-NAIL) I� 2-Ibd COMMON j PER STUD U • -BOTTOM PLATE TO FLOOR JOIST, I! - -- -- ---'I' -- -- - ---- - W USE SAME CONNECTION --- "� " FOR G.J. TO R.R. - oI IF> d COMMON NAILS ---- - REOUIREMENTS FOR -_..""•-..... -- - - --- - -- _- - -O - -BAND JOIST, 2 I6d GOMM ',2 ~ V _-=- ----- - - ----=- --- -- - PER FOOT RAISED G.J.'e (WHEN AT G.J. TO G.J. CONNECTION: ENDJO15T, or BLOCKING (FACE-NAIL) I - - - I, - ( U J ON APPLICABLE) FOR EA. PLATE TO STUD ABOVE 8 OR BELOW _ -_ .__ _ _ _ � . _ _16_d COMMON NAILS 'I FLOOR FRAMING Q FOR G.J. TO C.I.J.. - Q 16 COMMON NAILS '� GONNEGTION GI G2 ---- - ---- -- ------- -----, or --- JOIST TO SILL TOP PLATE OIRDER (TO_ 4- NAIL) Bd COMMON PER JOUST • I , I BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON il- - -- ---- --- --- ( EACH END ix I' ------ - -- -- --------- --------------------- -- ,1----EACH END - ----- 2�� ° BLOCKING TO JOIST (TOE-NAIL) 2-Sd COMMON • AT STUD TO FLOOR ASSEMBLY ------- - -- --- a!'--- - -- - -- - -- BLOCKING TO SILL or TOP PLATE (TOE-NAIL) 3-I6d COMMON EACH BLOCK i I ._-~'"-'" G2 �--- •-••••-•-•: TO STUD GONNEGTION: I ----- ---- -- ----------------- I---- - - - -- I ( FOR STRAP - 5 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON° it EACH JOIST NAILS ® EA. END OF STRAP ---- -- -- ---- - --------------- -------j---- --- - --------- ° 1 JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-6d COMMON PER JOUST i FOR EA. PLATE TO STUD ABOVE 4 OR I BELOW - 2 16 d COMMON NAILS -..._• I - ---- ----------- -- -- --- -�I 3-Ibd COMMON BAND PER JOUST ° '....-......__.___�" BAND JOIST TO JOIST (END-NAIL) I-------- ----------� - ------------ -----'I I � I BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) j 2-I6d COMMON ' PER FOOT ROOF SHEATHING I STRUCTURAL PANELS: INTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD GONNEGTION DI D2 BLOGKIN5 !I PERIMETER EnGE ZONE 8d COMMON 6" EDGE / b" FIELD m EA.BAY GABLE ENDWALL RAKE OR RAKE TRU55 w/ 8d COMMON- - 4" O.G. UP TO a" RAKE OVERHANG j AT S�UD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO _ _ PLATES) GONNEGTIOtD2 - GYPSUM WALLBOARD 5d COOLERS '7 EDGE / 10 FIELD FOR STRAP - 3 8 d COMMON NAILS ® EA. •,_ • END OF STRAP (WRAP STRAP UNDER SILL FL.) D I ° I, WALL SHEATH I NO I- -------- -- ------ --_ - ad COMMON = --- --- -- -. .- __----- ° FOR Er\. PLATE TO STUD ABOVE d OR BELOW - ------------.___--- -------- -- -- ------- --f ---- ! __2 16_ d COMMON NAILS j' j STRUCTURAL PANELS b" EDGE / 12" FIELD 'II ALTERNATE CONFIGURATION - ABOVE STUD TO ___ - STRAP w/(3) I GYPSUM-WALLBOARD -- 5d COOLERS r 7" EDGE ✓ 10" FIELD FLOOR CONNECTION W/ # LPT4 SIMPSON (OR A ---- --- ---- - ----- - - - - --- -- - - - -- 1 .". --- --- -- -- --- - - -- - - - --- 1 z r...",•, 8d NAILS• EA.END - -- -- - --- - ------ ------- ----- -- � STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES "--" y OF EA.STRAP TO ---FLOOR SHEATHING (SUBFLOOR) 0 ALTERNATE USE I - - - --- --------- -- -- -- --------- - STRUCTURAL PANELS: I' -- -- - -- F--- - - --- -- - --- II lI > GONNEGTION E I or LESS: 8d COMMON b" EDGE / 12' FIELD I ".._ GREATER THAN I - — -= IOd-COMMON ---= - 6 EDGE / 12 FIELD III ---- - - -- I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. H AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING 5GHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 1'5 REDUCED. Q PLATE(5) GONNEGTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER I' SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR \ SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I&D NAIL PER FOOT. FOR STRAP - 3 S d COMMON NAILS ® EA. - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE: ROOF, INCLUDING 4' ON EACH END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE M O R D E N •-"••...,`."".,,,� USED. FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - RENOVATION _2_ _II C_ d COMMON NAILS 801 MAPLE LANE SOUTHOLD, N.Y. 11971 S�L I �i I NO OF TO� PLATE GABLE ENDWALL BRAG I NO/STRAPP I NO DRAWING TITLE: SPLICE FOR RAKES 12"OR HOLDOWN ANCHOR BOLT TOEN6 HTE - - - - :_ - - BLOCKING 2 r LINO PROVIDE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS �I', BAYS BACK e BLOCKING m 12' O.G. STRAPPING FOR WIND - EXPOSURES BAG - FOR WIND - EXPOSURES BAG - 4'-0" O.G. TO AGHEIVE RAKE O.H. & NAILING DETAILS ALL OTHER GASES ONE STORY SLA B ON GRADE _ _ - RDOF FASTENING SCHEDULE l l BUILDING MINIMUM SPLICE'",` 1 I BUILDING MINIMUM SPLIGE'�'` II DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) --- TYP. STA - PAGE: 2-O /2-6 12-O 3-0 8d NAI 12-O I' OF ATTIC w I b-O 3-O'/3-a I6-oil - 4'-0" %,O)k 0 30", 00"4, 0 - I I i (r 20'-0" 5'-O" BLOCKING 2 B 24--0" 6'-O" BACK® 4'-0" . . 4-o /5-o - j DATE: 01./05/21 3 OF 13 24'-O" I � �' " " 28-O 5-O /6-3 28-O -i-O I � II SECOND FLOOR I.TABULATED SPLICE LENSTHS ASSUME TOP PLATE-TO-TOP PLATE 11 a1-OI . : : u li it : " : n ' n ----- -- --- - - 36-oil 36-O CONNECT LS PER FOOT.FOP,SHORTER, BLOCKING 2 BAYS • LPROV E1 AN EQUIVALENT NUMMBER O MAIL SPACINry SHALL F NAILDUGED IN ORDER TO 40-O 8-O /10-O 40-O -- ---_-- - ! BACK® 4'-O" O.G. C 2.TABULATED SPLICE LEN5TH5 ASSUME A BUILDING LOCATED 5o'-O" l 10'-O"/12'-6" 50'-O" 13'-O" ✓ ^"•- "+. IN EXPOSURE B K - - - - - 8 � A�EA/END � F,, ' p - - - TYP. , a r d NAILS . E � 4y• ,t .�,� 5.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60 O" I2'-O"/I5'-O" 60'-O" 16'-0" OF EA. STRAPHr: eJ LAITERAL OARS SHALL L HE15H PLIED BY HABULATED UNIT "1------- ---- -- ------ ------ ---.__ y�{ r ,� I ' a FOR ALTERNATIVE WALL HEISHTS MULTIPLY THE ABOVE - 70'-O" 14'-O" 10'-O' - - - la'-O" - - - FIRST FLOOR NOTED MIN.SPLICE LENSTH BY THE FOLLOWINS FACTOR(ADDITIO 50-O I6-O 80 O' " 3 7 A - 22-o ' �'� '•, 10'WALL�125 ROUND UP TO THE NEAREST FOOT): ,I : u it : " II'WALL- L515 BLOCKING 2 BAYS 12,WALL- 1.5 THI5 COLUMN w/MULTIPLIER BACK® 4-Ci O.G. FOR 10'-0" WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL - - - - F I REE3LOGK I NO FOR FLATFORM NOOr fi) 1�C Q 0' MISCELLANEOUS FRAMINO OR P CS GONTI NUOUS BUILT-Ufi O I RDERS, 3 OR MORE SUFFORTS (THAT EXCEED FRAMING STANDARDS, T IS REQ'D FOR FRAMER TO HAVE A I 1'� Q. U WORKINCSK D ALL RELEVANT PORTIONS FOOD RE5 DENTIALGCODE�IL BOOK i CONNECTION PATTERN SCHEDULE III ACOUNCIL (FOR ENOINEERE LUMBER [ie. WOOD I-J C. S OISTS] SEE MANU. SPE ' FOR ADDITIONAL INFO.) - - _- _ - - - BETWEEN 1/b ASSEMBLY REQUIREMENTS: D W Z 0 5T5 NAILED DESCRIPTION a I/4 of A NHEN THREE OR ERS MADE UP MORESUPPORTS, JOIINTS ARE TO BE -\y• I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES LLJ = N CONNECTION TOGETHER SIDE BY 51DE ARE CONTINUOUS OVER 1, J r�-I BLOCK I NC UNDER LOAD BEARI NO WALL I�- _ � - � . ; , r �• - MAX.521, LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. W NON-LOAD B�=ARINO WALL OFFSET FROM SUPPORT q (2)ROWS IOd NAILS m 12 O.C. P I Q W THE SPAN LENGTH FROM AN INTERMEDIATE _ = r-- - 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST ' STUD5 STUD B ilr(3)Rows Iod NAILS a I2 oc. JI SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPIN6 H Z p THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE ' 5UBFLOOR (2)ROW5 1/2" m BOLTS o 12"O.G.STAGGERED; JOINTED ON THE SAME 51DE OF THE SUPPORT. q II . I 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE O Z _- -- - - -- PLATE SERVE AS FIRE5TOPPIN6 --� t 5UBFLOOR G DBL.•ENDS TWO-PIECE BUILT UP GIRDER P MAX. 32' �— —� SOLE PLATE -- NAILING: I I .:J D (2)ROWS I/2" m BOLTS m Ib'O.C. I 1 > 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE - -- SOLE PLATE -- lI SIDE WITH IOd NAILS, TWO NEAR EACH END OF " I''I II` TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE I �, I, � 6) Q - _"` - - �. JOIST SERVES AS FIRESTOPPING. - EACH PIECE OTHERS l ''\ LL O O E (2)ROWS I/2' m BOLTS a 24"O.G. I a -- - - -- - --- . . It `( STAGGERED WITH A DISTANCE BETWEEN I/b _- �j 5. FIRE5TOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING �(SGREWED ON(I)OlKS "SIDE 50FOGMEMBER WS m 12"o.c--11 a I/4 OF A BE NAILED FROM EACH �NE60R GIRD RS ARENAILS IN A HORIZONTAL ! '' j - - I °_ _ i' OR OF NONCOM-BU5TIBLE FILL. '� m O.C. SIDE w/ IOd NAILS TWO �AR EACH END OF EACH it I II l� -\1I ipil {� Z e -- (2)ROWS 3-3/8"TRUSSLOGK SCREWS a Ib" . - i- - 1 � I j 1'II b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE 0 SCREWED ON(1)SIDE OF MEMBER ll I 8 .� - l' AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN - - (2)ROWS 3 3/8 TRUsSLOGK SCREWS• 24'O.G. i = Q BETWEEN NAILS IN A HORIZONTAL LINE. SCREWED ON(U SIDE OF MEMBER I P JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32 JOISTS SERVE A5 FIRESTOPPIN6. F— � 1 = _ - -- - `- - THREE-PIECE THREE-PIECE GIRDER - -- �, f -'"T. .. I -- III 7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND Q W H MAXIMUM OFFSET J SC ROWS 5" BOTH SIDE SCREWS a 12"O.G. BUILT UP GIRDER MAX.32 S ARE TO BE NAILED W 20d h ,I I I {I I �� I I ," 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOI5T5 J JOIST NAILS ON EA. 51DE w/ TWO NEAR EA. END OF EA. 1 ! I I, _ _ SERVE AS FIRESTOPPING. 00 JOIST DEPTH, d f SCREWED ON BOTH SIDE OF MEMBER P - .I: I J 1 __ MATCHED NON-LOAD BEARING FIRE5TOPPIN6 AND K- SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND W THE _ __-I,I _� II, I,., '�-1 3 > d' O (2)ROWS 5"TRU55LOGK SCREWS a Ib"O.G. I 4 BLOCKING - -_-- I OTHERS STAGGERED W A DISTANCE OF NOT MORE U —! ! 1' I 8. THE HEADER SERVES AS FIRE-STOPPING. Z O (� (5CIl D ON BOTH SIDE O MMEEMBER o.c. BE//4 OF 1/b THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE. I III 1 I I '' i „ -- � { ' ' ' I��` � DOUBLE PLATE STUD L _- f !I' I'a , I� 1- If: i'I II q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL rl (� PARTITIONS a 32 O.G. NOTE p FOUR-PIECE GIDER5 ARE TO BE ASSEMLED A5 II 11 __ ';I I' l+ -{p - I BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO z >. GE I L I NC BRAG I NO I j STRINGER TO SERVE AS FIRESTOPPIN6. Q Z GANTI LEVI=RED FLOOR 1.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED -r _6.7 I f Ik CABLE ENDWALL -- 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR n- •J1 N PLAN SHALL USE CONNECTION PATTERN 'A'WHEN b' OR SMALLER FOR THE THREE-PIECE GIRDER. _ I I a CONNECTION PATTERN B'WHEN 10"OR LARGER P I iF FRAMING SHALL SE FIRESTOPPED AT THE BOTTOM WITH LL W C4 ',-STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 _-_ i!".lI �; APPROXIMATELY t-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL Ln w T1 OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO 'I I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH r- = Ln (``I .'' FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF SOLE PLATE 2"x4"CONTINUOUS GABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR I I O J O SUBFLOOR LATERAL BRAGS ® b'O.G. TRUSS I 1 Ill I1'-' THE VERTICAL OPENING I5 SEALED BY PLASTER ON THE CEILING BAND BOLTED TO STEEL COLUMNS. l I AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE JOIST 2) IOd NAILS TRU55 OR 1 LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON l` I I I I `�O �A T T E R I `t S FOR SIDE LOADED 5 A M S (I 0 • FLUSH S E A M�> NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES, WILL SERVE J�t J- �./ J� LOADED -LOCATIONS REQUIRUNG FIRESTOPPIN6- W 10)8d AS FIRESTOPPIN6. NAILS FIRE- WOOD FIRESTOPPIN6 FIRESTOPPIN6 - -- —_ -- -_ — FIRE- - - - it STOPPINe STGPPIN6 FIRE- FIRE- 5O� V FASTENING RECOMMENDATIONS FOR SIDE-LOADED, ,I STOPPIN6 STOPPING W MULTIPLE-_PIECE MEMBERS ED =_ = -,I, F"` J015T " 5d COOLER NAILS a 10" O.G. ' P;, — (� NAILED BLOCKING 2"x4" BLOCK NAILED TO EA.BRACE 2 Rovs Ibd s ROWS[bet 2 ROP6)1, 1 2 ROWsX," 2 ROHSV FIREsroPPlERTICAL NO w/(4) IOd NAILS COMMON COMMON BOLTS•24' BOLTS BOLTS STUD GYPSUM BOARD 20 SO STRAP O 12°OG- •12"O.G. • 12"O.G. •b'O.G. TWO ROWS 12"O.G. THREE ROWS 12"O.G. GOVTo UNDERSIDE N IS SAPPLIEDTr -- - •_ --__ - • O.O.BTA66@2��,; DOUBLE PLATE . BEAM SELECTION To uNDERs1DE of Sd COOLER NAILS• 10' O.G. (10) 8d NAILS GTION w/ STD. NAILING LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 -s JOIST SHALL BE LOGAI ED DIRECTLY NOTE: ENDwALL STUDS AS NOTED IN NOTES -7 $ 8 s NONC-Ot- U BLE ALTERNATE DENOTES ALT. FOR USE OF DRYWALL 5GREW5 FIRESTOPPIN6 OVER STUDS, UNLESS TOP PLATE 15 4" a EDGE/12"a FIELD FULLY BLOCKED SOLE OF 61RDER I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM ED6E5 WOOD FIRESTOPPIN6 �.,• DESIGNED TO CARRY THE LOAD 5GREW5#b - ly4"TYPE W OR 5 F1RE5roPPIN6 LOCATION 6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED TWO ROWS b"O.C. LOCATION 5 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. OVERLAID ROOF B.STAGGER EACH ROW OF FASTENERS BY 12". 2"SPACE NOT ' ATTACHMENT ® VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING,15 FROM EACH SIDE. TO BE FILLED NONCOMBUSTIBLE FIRESTOPPIN6 S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. Y 6.VALUES FOR NAILIN6 CONNECTIONS MAY BE DOUBLED FOR b"O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION -T STD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: 5TRAPPIN6 w/ T.2 ROWS OF Ibd COMMON NAILS(12"O.G)FOR DEPTHS 12"OR LESS FIRE5TOPPIN6 4 8d NAILS LOCATION e, LOCATION 4 a EA.END a R.R. e.S ROWS OF 16d COMMON NAILS(12"0.0)FOR DEPTHS OF 14",16"a 0". (FULL WIDTH LOCATION 10 2"x BLOCKING I o w }� I f I j G O I S T l��T� ON DETAILS � WIND LOAD �ATH GONNE�T ON DETAILS I I 1 I TOP PLATE I DRILL 2'l INTO ROOF DECK FOR STRAPPIi 16 INSTIL. NOT TO SCALE NTERSEGTI ON r7=A I L EXIST.OR NEw NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 'Q IOd —CONTINUOUS LOWER TOE NAILS I NOTED CONT.BLOCKING I I TOP PLATE SPIKED TO R.R.'s j I I I I ALIGN NEw a EX. I I R.R.AS SHONN K I NG PLAN VIEW NOTE: 51MILAR® 'SHED' WOOD JOIST--- WOOD JO J S ROOF,R.R. IN LINE CRIPPLE STUD____ JOIST HANGER HEADER GENERAL REQUIREMENTS FOR OENERAL REaU I REMENT5 FOR --- - — ' w INSTALLATION OF CLINCHED NAILS I N5TALLA71 ON OF TOE-NAILS GIRDER/HEADER WOOD O I RDER JACK STUDS • • ".._-_ l_ ----I--_- _____-- -�_ - - - WOOD JOIST -- - - . --- -- --- MAIN MEMBER W IN 90' ` . JOIST FRAM I NO OVER WOOD O I RDER JOIST FRAM I NO FLUSH WITH G I RDER/HEADER TYP I GAL HEADER CONNEGTI ON I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: 111-2� DIAM.X 5 APPROX. 30° w/THE MAIN MEMBER d STARTED APPROX. }� THE LENGTH OF THE NAIL FROM THE MEMBER END, ®�®� I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A 110° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN E QVATI®(V MEMBER, FOR THI5 APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAi=TER----._--__----------- 3. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL ____ ____ _ BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 JOIST WALL STUD - WALL STUD _ _ --------- ----- - - WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE - - ' BOTTOM( PLATE-_ IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB - i SUB FLOOR - -- 801 MAPLE LANE DOUBLE JOIST _ _ . DOUBLE JOIST_--_-- TOP PLATE SOUTHOLD, N.Y. 11971 GHIM. CHASE 5ECURINO @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS oll FIREBLOCKING DETAILS NOTE: (SIM. a CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARINO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUD5 TO ATTIC FLOOR $ BLK'6 TO R/L SIDES w/STRAPPING TO R/L SIDES) � I I TOP PLATE a o-1 w Q WIND RLS I STAN7 CONSTRUCTION CONNECTORS PAGE: GHIM. CHASE WALL Q - - - _- - -- =rr NOTES: -- - __ - -- '" o CONNECTION LOCATION: PART NUMBER: _OO A moo 3 z Q - -- - - -- - -- - --- -- ------ - -- - - 1 o w R I DOE-TO-RAFTERS G520 21 APPLY TO EACH PAIR OF RAFTERS d— - - - —— - - - ----------- DATE: 01/05/21 4 OF 13 lu RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER RooF o RAFTER-TO-PLATE H8 or H25 APPLY TO EACH RAFTER o ;I FZE „, W APPLY TO EACH WALL STUD To ®L EA.aEVEL Bov� t N Q ° PLATE-TO-Wf4LL STUD G520 © 18 --- --- ---- ----- - -------- ®�Q 2ND. FLOOR WALL-TO-I 5T. FLOOR WALL LFTA or C520 56 APPLY TO EACH WALL STUD THE FIRST FL. w K 4'} — ------------------------- F=LOOR/GL6. - - HEADER-TO-JACK STUD C520 12" - - APPLY TO EACH JACK STUD -- - -; �� CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD 55T816 APPLY TO EACH 51 DEWALL END SHEAR WALL HOLDDOWN ANCHOR IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE 1A Q:sr�-�`J Lj S I E VIEW PLAN VIEW (USE WITH 3" SQUARE WASHERS) -__� OF NE� USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS 70 ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OENER L SYM50L EY : z — GHT _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIWOOD FRAME (L.O. 5TL. LLJ UJ WHEN APPLICABLE) EXISTING TO REMAIN t�• i�, NEW WOOD FRAME (L.O. NEW FOUNDATION WALL W >- STL. WHEN APPLICABLE) � � ' to NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Y -- '- = Z WOOD FRAME (L.O. ST.L. POST FOR 4" WALLS -� H J (MIN. (2) 2"xb" STRUCTURAL -- ~` I-- Lo WHEN APPLICABLE) I I Exisr. (2) 2 xlo F.J. EXIST. DOOR TO POST FOR 6 WALLS), U.O.N. NEW 2-HR FIRE RATED BE REMOVED; - - - - - 0 0 O WOOD FRAME (L.O. STL. DOOR 5 ZE NITH Lo w L REPLACED_ 4 CONTRACTOR TO GUT a OH EXIST. SLAB WHEN APPLICABLE) KIND 1)- T FOR UNEW BATHROOM EXIST. (3) 2"xl0" DROPPED BM. - 1) ppC I PLUMBING. EXACT SIZE d O m -_ O 0 L� DEPTH T.B.D. IN FIELD x - EXIST. 2"xlo" _ N ® Q LLI -- - - J 1 - - X EXIST. m -- u BASEMENT oo O EXIST. COLUMNS d BEAMS N EXIST. WOOD TO BE REMOVED w Z (D r-I O EXIST. 2 STORY DECK EXIST. (5) 2"xIO" DROPPED BM. I Z �- FRAME - — — — DNELL I NO 1 N/ EXIST. (5) 2"xlo" DROPPED BM. - Z N FULL BASEMENT -- - _ LL. w cfl DEMOLITION NOTE: I I EXIST. PVC, VENT Lo m rl EXIST. I GAR PROVIDE 5HORIN5 AND SUPPORT TO ALL AFFECTED I O = LA STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT EXIST. BOILER ATTACHED OF ANY DEMOLITION OR CONSTRUCTION. EXIST. (2) 2"xIO" O ARAOE UPON FLUSH BM. EXIST. 1 1/2 GONG. SLAB STORY FRAME N/ 2ND STORY 4'-O3WIDEX2'-O"HI5H u IL EXIST. 2"xl0" LLI PORTION OF EXISTING F.J. ® Ib" O.G. DNELLINO N/ ABOVE BASEMENT WALL TO BE O O GRAWLSPAGE REMOVED FOR NEW N iv EXIST. O EXIST. AWNING WINDOW p �) UP x - ~ EXIST. WATER GRAWLSPAGE ,0 u' U _ HEATER EXIST. -k 0 LLI tu EXIST. ELECTRIC N ® N N m 1 SAS LINE ry - U PANEL �X j W I k U= � J O EXIST. COL EXIST. U-TRAP X Q 2"x8" w �wI DROPPED BM.FOOTFRINT FOR REFERENCE ONLY J SCALE: NTS Ff-1 - - EXIST. OAS METER y, zl I II I BASEMENT PROPOSED DEMOL 1 T I ON FLAN � SCALE: 1/4" = 1'-0" I I i i I I I i z w I , � I I Oul � I I , I EXIST. DN. Q i EXIST. WOOD j DECK - - j - -- - --- --- PROJECT: MORDEN EXIST. WINDOWS TO BE EXIST. DOOR b RENOVATION REMOVED WINDOWS TO BE ---- --- AS-BUILT EX15TINO (2) SLIDERS TO ALL KITCHEN CABINETS, REMOVED DEMOLITION NOTE: STUDY BE REMOVED AND COUNTERTOPS 6 PROVIDE 5HORINO AND SUPPORT TO ALL AFFECTED EXIST. REPLACED W/3 PANEL APPLIANCES TO BE STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT I SKYL. - SLIDERS REMOVED OF ANY DEMOLITION OR CONSTRUCTION. -- -- I 801 MAPLE LANE SOUTHOLD, N.Y. 11971 ! 3-O _ REMOVE EX15TINO CEILING J015T5 - - UP TO LOCATIONS OF NEW WALLS. ! ( DRAWING TITLE__ REMOVE PORTION of - SEE ALSO PROPOSED FIRST FLOOR WALL FOR NEW SLIDERS PLAN FOR AREA OF NEW KITCHEN I I i PROPOSED DEMOLITION PLANS CATHEDRAL GEILINO - AS-BUNT EXIST. EXIST. MUDROOM - , EXIST. STAIRS TO BE EXI - REMOVED 5T. KITCHEN -- -' r� II I I II i EXIST. GREAT EXIST. DINING u: BEDROOM EXIST. INSULATION d FRAMING -{ ROOM ROOM in i1 EXIGLING REMOVEDAROU5KYLIGHT WINDOW j SKYLIOHT TO BE A5-GBUILT p I II EXIST. I II ROOF STRUCTURE TO REMAIN I I I j PAGE: GARAGE '- - __ _ l r AV S AV IS EXIST. i EXIST I I Jill SKYL. LSKYL. ''I ' Ili --- --- - AS-BUILT DATE: 01/05/21 5 OF 1.3 r - - _ -- _ I-r---_=--- - ---_ -r -- "FoPo cD New wA L! BEDROOM - . =cr ' I I I I I I I I EXIST. I I I �_,�ArIOI� _ PpoPc�ED -= II I I I -z•; - I -- - GL. F_AI,^ 'OR. DihIENSIO l -- i EXIST. DOORS d EXIST. DOOR d WALL5 EXIST. DOOR b WALL5 SKYL. yip CLOSETS TO BE TO BE REMOVED TO BE REMOVED EXIST. WINDOW TO BE O ,X REMOVED REMOVED;EXIST. \ , WASHER d DRYER TO BE !Jj } REMOVED I DEMOLITION NOTE: PROVIDE 5HORINO AND SUPPORT TO ALL AFFECTED __ - _--- _ _ 3 ` STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. - -- - - - - -- -- -- ----- - -- -- - -- - -1 �� ! �. FIRST FLOOR PROPOSED DEMOLITION PLAN SECOND FLOOR PROPOSED DEMOLITION FLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES WITH THE EXCEPTION OF THE SKYLIGHT; INSTALL AS PER MANU. 5PEG.'s. SEE O OENEF,, O DOOR SCHEDULE ' PAGE "G-003" FOR NAILING I$ STRAPPING DETAILS. ALL FINISHES TO MATCH EXISTING d NEW PARTIAL HEIGHT DOOR _._ WMATERIAL WINDOW CHART ! EX15TINO TO BE DEMOL_15HED Z O WOOD FRAME (L.G. STL. -- _- -... i W i i TAG DESCRIPTION _ _ tf1 NOTES L. _ T = = _ - __-v-_. . _w uj WHEN APPLICABLE) ', ------ CLEAR 04 EGRESS EXISTING TO REMAIN N ( ROUGH OPENING i WINDOW DIMEN51ON NEW FOUNDATION WALL i WIDTH HEIGHT 0 I < TAG TYPE MODEL # I' OPENING a ui W NEW WOOD FRAME (L.G. I \ ' i 3 : -_._ _ ___. _.-_ i'-- -- _ -__---',WIDTH READ: 20' >. - - - ._. -- - - —'I - - --- - - - ry l^IIDTH HEIGHT ; WIDTH HEIGHT HEIGHT REQ'D:24" Z STL. WHEN APPLICABLE:) I EXTERIOR -- - --- I -- OPEN REGYD: 5.� S.F. H- II NEW I-HR FIRE RATED MIN. (2) 2 x4 STRUCTURAL L _. _ _.___-_____.___ ._. _----.I_____--._..._-_------...... -- _ ___.-_. ___. __. A CASEMENT 025 4'-O 11 I 3'-0 " ;, 4'-0" II 2'-II 9" J Z POST FOR 4" WALLS - -______.. __._ __._. ._._ _ __ - _ - - -___ ___ _-_ I. _ _ _ }- WOOD FRAME (L.G. STL. --- OI SINGLE 2'-8" 6'-8" • ___ it --- -, I T(MIN. (2) 2"xb" STRUCTURALLo " - CASEMENT GW33 7-I it 3-Q 1 7-O - - -2-I I —I= - J WHEN APPLICABLE) =__ ,_- .= ;', B - _ I - -- - G CASEMENT G125 =1. -QI'.... .: ..., II 0 O 0 _ -- --- - J -_ -_ - j> - --_ _ - --- WOOD FRAMEE LRG. STDL.. POST FOR 6 WALLS , U.O.N. 02 -( 3 PANEL 3-O 6-8 • - ! _. II.____ ._.., ._ __—.' ._ IL-- !I �MPERED a O O - _ I I II I = - .-.. - _- _ II �1-4 ,1 :2'-0 1 O II 21 4 ,1 GLASS L:n � 1 WHEN APPLICABLE) ---- - - II cF �] 03 �I SINGLE 3-O 6-8 l • � D CASEMENT GX13 2-8 i 3-Q 2-7 2-I I I _ � I E INTERIOR - BASEMENT SKYLIGHT F II L � � _ ., I � I EXISTING Z I - tE I iE i 1 II 1 11 - f r - AWNING �I A41 4- 2-O 4-0 2-O -- W 04 SINGLE 2-6 6-8 • 05 II SINGLE '-bl, I 61-8" + 00 2 EXIST. WOOD - Z O --- b,-8„ 45 MIN. RATED DECK SELF CLOSING J O : 06 SINGLE 2-8 EXIST. 2 STORY -- - - FRAME 07 DOUBLE 2-O 6-8 FOUNDATION PLAN NOTES Z }; 4 a Z DWELLING W/ - 6-8 O8 • NEW SUMP PUMP: WALL FRAMING J N FULL BASEME N'T SINGLE 2'-0" i O 1) PROVIDE NEW SUMP PUMP BY "ZOELLER;MODEL #Ma8" O 1) PROVIDE 1.25"x3.625" METAL FRAMED WALL LL W C� OR EQUIVALENT. 1611 O.G. Lo cr- [q EXIST. I GAR INTERIOR - FIRST FLOOR 2) INSTALL AS PER MANUFACTURER SPECS. FOR 2) INSTALL MIN. R-15 BATT INSULATION 1` O LA INSTALLATION BELOW EXISTING SLAB. 3) 1" GYPSUM WALL FINISH BOARD;MGM O a GARAGE UPON __.._._ Oq ^ ^, _ _"^.- SINGLE 2'-6 6'-8' 45 MI GLOS G 3) CONNECT ALL NEW PIPING TO EXISTING WASTE SYSTEM. BOARD AT BATHROOM WALLS; " GONG. J ATTACHED -- -- -_ - BOARD AT SHOWER WALLS -- =-- -- - - WINDOW NOTE: EXIST. I I/2 GONG. SLAB STORY FRAME W/ 2ND STORY 10 SINGLE 2-O 6-8 O I. ALL NEW WINDOWS 3 DOORS SHALL BE ANDERSEN - -_ - 400 SERIES CASEMENT, DOUBLEHUNG, OR GLIDING I (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR LLj DWELLING W/ ABOVE2-4 f ) SUBSTITUTIONS, 5EE NOTE #q IN "GLASS WINDOWS b-8 GRAWLSPAGE II DOUBLE AND DOORS" ON PAGE 0-002 IF CASEMENT I 12� SINGLE WINDOWS - ALL GSMNT WNDWS SHALL HAVE 2 O 6-8 • STRAIGHT ARM HINGE WHEN uj 2.IF T WDOUBBLE HUNG - ALL DEL. HUNG WNDWS TO BE V 3.ALL GLAZING WITHIN 15" OF FF TO BE TEMP. GL. V J 17V111 IN000T 'RINT FOR NO C/I `�J� I 4.5EE PAGE 6-003 FOR FRAMING ELEMENTS AROUND REFEREEWINDOWS (IYP. FOR ALL) U.O.N. � a li 5GALE: NT5 NATURAL LIGHT 4 VENTILATIONmw— (HABITABLE SPACE) FLOOR AF'.EA 400 S.F. % REQ. S.F. PROV. O LIGHTING;MIN. 8% OF FLOOR AREA 52.0 S.F. 34.5 S.F. VENTILATION,-MIN. 16.0 S.F. 26.0 S.F. D 4% OF FLOOR AREA O 3T'-1111 BUILD NEW WALL AT EDGE OF EXISTING X -- - - X - - HVAG DUCTS 24'-�2" 4'-6Y2" 1'-2' /r--Ic " : : O I l i - FNEN I 'I 3 tNEW BATHROOM x� 60 S.F. 5Y2"J - PROV. NEW O DROPPED �I " - I G MIN. 'i O GE LIN FROM FINISHED FLOOR = In NEW GREAT N I I ROOM 3 400 S.F. F i PROV. NEW GAS b z 3'-8" WATER LINES ® REAR w i WALL OF GARAGE; � 13'-?y2" GAPPED FOR FUTURE CONNECTIONS V - - -— -- - l- - --- - -------- -- III t : � I : I . - EXIST. BOILER .. i I 2 N m J PROVIDE NEW GAS Q Q OLA55 - CONNECTION TO EXIST. _ WALLS �, -- - FIREPLACE O lo'-I" m -oil -ONE PROVIDE TYPE "X" EXIST. PROJECT: ONE HOUR RATED BASEMENT N GYPSUM BOARD 3 10RDEN EXIST. 4 04 �' NEW L UP _ WALLS AND CEILING i i WININ AR 05 O O6 EXIST. WATER / ' i EXIST. ELECTRIC WINE CELLAR HEATER / - - RENOVATION O PANEL - 25 S.F. EXIST. EXIST. in EXIST. 3 --- - - 1 GAS LINE GRAWLSPAGE -1 _ EXIST. U-TRAP O ---- E -- - - - -I i ------ -- - --- --- O O BASEMENT - - - - - - ;- i i 801 MAPLE LANE - 4 SOUTHOLD, N.Y. 11971 10'-01, 5'-8" 7'-4Y2" It EXIST. EXIST. 'VV WASTE PIPE GAS METER DRAWING TITLE: PROPOSED FOUNDATION PLAN EXIST. SLAB ON GRADE PAGE: AR A-10-;emoo DATE: 01/05/21 6 OF 13 1 C� � rw� FROPOSED FOUNDATION PLAN 625 S.F. HAE31TASLE SFAGE; 1,460 S.F. GROSS AREA O N :1�A I I " I O� I� I : 11' c �' _ ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES WITH THE EXCEPTION OF THE SKYLIGHT; INSTALL AS PER MANU SPEG.'s. SEE Gt •: V -- -- - ---- ------ ------ --- ----- -- -- PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. ALL FINISHES TO MATCH EXISTING H O - --- - - s -_ _ _ ... __ _.._ . .. ._._....___.. -__._._..- IN _ EXISTING TO SE DEMOLISHED ' W�DPFPPL GABLE)5TL. ` �WINL�OW CHART_.__ _ -._.__ _,. _-- ._. ...__ -- w I EXISTING TO REMAIN I 1 _ ______w.-.._. ._. .... __...__ _. .3 / - : � � i � I - EGRESS W CLEOPENIN NEW FOUNDATION WALL I UGH G Ii WINDOW DIMEN51ON OPENA RO ING ¢ W NE WOOD FRAME L.G. I I I' t^� ( TAG TYPE MODEL # "- ,. I __ WIDTH REQ D: 20" F Z __ _ WIDTH I'HE16HT REO'D:24" WIDTH HEIGHT II HEIGHT MIN. 2 2 x4 STRUCTURAL OPEN REO'D 5.7 5 F. = Z ST G �. - - = 3_O 4-O 2'-I III _I E- L~f) WOOD FRAME (L.G. STL.. - - � - NE R „ , fl II I P05T FOR 4 WALLS � A I CASEMENT G23 4-O FIRE RATED WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL B CASEMENT GW33 I I, I - - POST FOR b" WALL5), U.O.N. —�- -__--- - NEW 2-HR FIRE RATED Ln WOOD FRAME (L.G. STL.. CASEMENT G125 2'-0 2-4 TEMPERED WHEN APPLICABLE) = --G - _ --- - _ ----- __- - - 21-0 21_4 GLAS Z d' m S D CASEMENT GXI3 l 2'-8" 3'-d " 21_� II 2' E SKYLIGHT - ,I ,_ !I - MATCH - Z - - - 1 - EXISTING AWNING A41 4_d 2'-0 j, " 2-I Q I - l 1 - F J1 I77 t .711 $ 4 O O M Wtq EXIST. C) EXIST. 2 STOR DECK Y Z ll FRAME >•." Q. Z �-1 DWELLING V41 u— W cD T FULL BASEMENT Lf) DC c-I EXIST. I GAR O ATTACHED OARAOE UPON EXIST. 1 1/2 GONG. SLAB 5TORY FRAME V41 2ND STORY w DWELL I NO W/ ABOVE O CRAWLSPACE V H . W F_- i U —i r�)WELL I NO FOOTPRINT — FOR REFERENCE ONLY Q ` �, s SCALE: NTS FLOOR PLAN NOTES OSTAIR 8 RAILING NOTE: I. ALL NEW STAIRS SHALL HAVE MAX.1-3/4" RI s MIN. 10" Tr - RISERS SHALL BE CL05ED 2. 42" HIGH GUARDRAIL $ SPINDLE 5PAGIN6 NOT TO ALLOW PASSAGE OF A 4" 4� SPHERE; 36" H161-1 HANDRAIL d SPINDLE 5PAGIN6 NOT TO ALLOW PASSAGE OF A 4" (P SPHERE 3. 6RIPPABLE RAIL AS PER CODE SMOKE DETECTOR 100 DETECTOR NOTES: j O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE: COMBINATION DETECTOR I I HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.INSTALL ALL AS PER MANU. 5PEG.'s 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR ! IN COMPLIANCE WITH LOCAL GORE ! I I I I I NATURAL LIGHT 4 VENTILATION I I -- - -" EX. 3'-2"X2'-a" (HABITABLE SPACE) CASEMENT WINDOW; 6.5 5.F. CLEAR OPENING A5-BUILT FLOOR AREA 122 5.F. STUDY 1 c / EXTEND HALF % REO. S.F. PRO\/. 1 �[ WALL $ WOOD \ HANDRAIL I LIGHTING; MIN. 5% Q 5 5.F. I-i.0 S.F. OF FLOOR AREA j X tji"� EXIST. VENTILATION;MIN. 5KYL. 4A S.F. 'T.O S.F. J -- — - -I 4� OF FLOOR AREA ww 1 0 X NEW '�-soi --- --- — -- '-.- ---� -- OPEN TO BELOW DN. -�-- -I FOR NEW STAIR� _ -- j gM/GO 0 I EXIST. AS-QUILT 1 I Q BATFROOM ;fl GL. EXIST.J ' I I, i Ili iv - I 1 I PROJECT: EXIST. , I BEDROOM MODI FIED 3' O" * 4' I" 3 • NATURAL LIGHT $ VENTILATION �n A' EXIST. I u I cv 5M/CO (HABITABLE SPACE) 2 I Y 1®R D E I tl Q ,t 1 x i/ I I xb -� I I -I - NEW � I FLOOR AREA 165 S.F. RENOVATION 5KYL. MODIFIED O Q % REO. S.F. PROV. EXIST. j d) LIGHTING;MIN. 5% 5KYL. : AS-BUILT OF FLOOR AREA 13.2 S.F. 11.0 S.F. 801 MAPLE LANE - 1 BEDROOM IVENTILATION;MIN. b.b S.F. T.O S.F. 4Sii OF FLOOR AREA SOUTHOLD N.Y. 1. 1971 _ 'I II II I1 DRAWING TITLE: EXIST. EXIST. -------- ---- ---" ------- " - -- PROPOSED SECOND FLOOR PLAN BEDROOM 5KYL. J --' X15 I ! I EX. CASEMENT WINDOW; 6.5 S.F. CLEAR ! x I OPENING_ -- — - — ------- -- - - — -- PAGE: A., A 0 All � m DATE: 01/05/21 8 OF 13 i RCFOSE17 SEO01NI�) FLOOR PLAN t 1,515 S.F. HA E31 TA E3LE SPA l 1,6 15 S.F. OR055 AREA SCALE: I/4" = r-o° �' x 'rj •r+, ra ,y rt 0 F NEB, ' ALL NEW WINDOWS SHALL BE ANDERSEN 400 5ERIE5 WITH THE EXCEPTION OF THE 5KYLIOHT; INSTALL AS PER MANU.5PEG.'s. SEE V -- - - - -- - - - PAGE "0-005" FOR NAILING 8 STRAPPING DETAILS. ALL FINISHES TO MATCH EXISTING , NEWPARTIAL HEIGHT _. _... M_._..__....___.. ._._ __ __..___--__ _....M_= ____�_.______. . . .._ .._._... ....._._. _ __ _ _.__._._.._.._.__._.__. _.._ W EXISTING TO BE DEMOL15HEP F— O Z O CV —j WHEN APPLICABLE) .. � ; .. ,.. .._ . . . ..... .. ._.... � ... . . . .. ... . - _., � — —1 WOOD FRAME (L.G. 5TL. ( 1NM7,cN CHART J it EGRESS W EXISTING TO REMAIN , 1 _ , I -.._. ....-_... _ .._...___N_.w ..... I I ROUH WINDOW DIMENSION w >- CLEAR NEW FOUNDATION WALL OPENINGNEW WOOD FRAME (L.O. YPE MODEL #TAG WDTH REQD: 2 0' 5TL. WHEN APPLICABLE) % ill W. ._._._._._.-._ � HEIGHT REQ'D:24 —- - - =_ - --- HE I5HT Q Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL __ - -- - WIDTHI' II HEIGHT 41DOTH -ll',li OPEN READ: 5.7 S.F. -j J „ - =- -- WOOD FRAME (L.G. 57L. POST FOR 4 WALLS A CASEMENT G23 4 0 3 CJ 2'-II " WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL - .-' In � l - _w: :M-- - - - ��_O J" 2'-II all O O 8 POST FOR b WALLS), U.O.N. B CASEMENT GW33 "1'-1 3'-O �" - I--------1 2-O - - NEW 2-HR FIRE RATED - - G - - CASEMENT - G125 ... . _ f 0t'- '� al' - 2-4 TEMPERED ,II _ -- - GLASS _-' Z '. m WOOD FRAME (L.G. STL. 2-4 WHEN APPLICABLE) D CASEMENT GXI3 2'-8" 3'-O 2'-7 " 2'-II O - MATCH E SKYLIGHT EX ST NG Z -- - - - F AWNING A41 4'-0 2,-0 4'-0 2_O J -- 00- - - - - Z W EXIST. WOOD J 'H O DEGiG EXIST. 2 STORY z >; qt FRAME Q Z Tq CN DWELLING W./ UL w FULL BASEMENT N = � EXIST. I GAR J O ATTACHED O Q GARAGE UPON t- _---- i EXIST. 1 1/2 GONG. SLAB STORY FRAME W/ 2ND STORY DWELLING W/ ABOVE GRAWLSPAGE w F— U i7)1k1ELL I NC F007FRI NT — FOR REFERENCE ONLY � SCALE: NTS w�wW�'c4t or FLOOR FLOOR PLAN NOTES OSTAIR 8 RAILINO NOTE: I. ALL NEW STAIRS SHALL HAVE MAX.-1-5/4" RI d MIN. 10" Tr - RISERS SHALL BE 01-05ED 2. 42" HIGH GUARDRAIL b SPINDLE 5PAGING NOT TO ALLOW PA55AGE OF A 4" 41 SPHERE; 56" HIGH HANDRAIL 4 SPINDLE 5PAGING NOT TO ALLOW PA55AGE OF A 4" 0 SPHERE 5. GRIPPABLE RAIL AS PER CODE SMOKE DETECTOR / Co DETECTOR NOTES: r O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR HARD WIRED TO EACH OTHER W BATTERY BACKUP. I I I 2.INSTALL ALL AS PER MANU. SPEC.'S I •I ' 5.5MOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE I I I I I I I i NATURAL LIGHT VENTILATION EX. 5'-2"X2'-a" - I (HABITABLE 5PAGE) ! CASEMENT WINDOW; 6.5 5.F. CLEAR OPENING AS-BUILT I FLOOR AREA 122 S.F. STUDY EXTEND HALF % REO. S.F. PROV. --1 WALL $ WOOD LIC�HTINC�;MIN. 8% HANDRAIL I OF FLOOR AREA `1•8 S.F. I7.0 S.F. EX15T. VENTILATION;MIN. H X j SKYL. J 4% OF FLOOR AREA `I Q S.F. ?.O S.F. w I O i c- X 1, ! j NEW -301 -i ---1 - - — --- ---- -- ---- - Lu OPEN TO BELOW I DN. FOR NEW STAIR • ----+--- — --- -- --- - -- jI !!! c J 5M/c0 I i 1 , I LiJ i III - l(1 -BUI T'EXIST. 5 I Q BATHROOM r Q - � � I % - -- --- � \ EXIST. 'II � II I � , PROJECT: MODIFIED 3'-O" * 4'-I F BEDROOM GL - x� s ° NATURAL LIGHT l$ VENTILATION -- EXI5T. I SM/GO , (HABITABLE SPACE) I�'10 ®C X - 2Qxb� NEW Ill III FLOOR AREA 165 S.F. RENOVATION SKYL. MODIFIED O GL. % REO. 5.F. PROV. EXIST. Vill LIGHTING;MIN. 8%5KYL. A5-BUILT 13.2 5.F. I"1.0 S.F.OF FLOOR AREA BEDROOM 801 MAPLE LANE VENTILATION;MIN. 6.6 S.F. -1.0 S.F.4% OF FLOOR AREA SOUTHOLD, N.Y. 11971N o I I II i I D WIN � II le E:---------------- --- Ex1sT. \ EXIST. PROPOSED SECOND FLOOR PLAN BEDROOM 5KYL_ EXIS I GL. I- EX. 3'-2"X2'-cl CASEMENT WINDOW; X 6.S OPENNGAR --- -- - PAGE: INPA"N NJL 0 ff IV0 Id F1 Arm DATE: 01./05/21. 8 OF 13 FROi�OSE1 ) SEGON7 FLOOR PLAN 1,515, S.E. HA81TAE3LE SPADE; 1 ,615 S.E. CROSS AREA SCALE: 1/4" = I'-O" A � ., °° M. , i� �0b �0 d. 67 ELEVATION I$ SECTION NOTES EXTERIOR WALL CONSTRUCTION (TYP.): O O W Z O CN O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) - - JTA • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® W T-1 ALL PLYwD 5EAM5) Q '• 2"xb" STUDS ® 16" O.G. w/DBL. TOP PLATE W >. � � Z • MIN. R-21 INSULATION • 5/8" GYPSUM BD. wALL FIN15H O NEW SIDING TO MATCH EXISTING J _jZIC'EILINO; NEw CATHEDRAL IIII— NEw STRUCTURAL PAINTED wHITE FINISH O O COOL R TIES ---- II O PROVIDE NEW TRIM TO MATCH EXISTING AT ALL (TY O NEW WINDOWS $ DOORS. --- --- -- - _— --_-- 0- Lo it INTERIOR WALL CONSTRUCTION (TYPJ: O APPLIES TO ALL HABITABLE SPACES IN BASEMENT 8 O GARAGE ADJACENT TO UNHABITABLE SPACES. a O O EXIST. 5EGOND • 2"x4" STUDS ® I6" O.G. w/DBL. TOP PLATE FLOOR O • MIN. R-15 INSULATION • 5/8" GYPSUM BD. WALL FINISH --- --- aLLI J L 00 HATCHED AREAS INDICATE NEW WORK (TYP) - ----- - J O Z }: CF - - - 'L - -- - _ -- NEW -_ -- L T LANDING i J J eLI`L-I =J Oc W 9 Lo X rl LAOA I TAG Oa AUNRY� NE KITCHEN UNIT BATHROOM I 2 3 W . cr --- -- EXISTING GRAwC5PAGE F— U W 4 NEST PARTIAL ELEVATION (FRONT) �3U I Ll�11�10 SECTION I -I/A-20 I v SCALE: I/4" = I'-O" � ,a SCALE: 1/4" = P-O" a I I zI ZNEW CATHEDRAL CEILING;PAINTED WHITE eJ FIN15H I I --- + I I � , II O - I I I c � °IC m-'a, 7I ui I 0 - BUILIDINO SECTION 2-2/A-20I - t --- -- - -- - SCALE: 1/4" 1'-0" o EAST PARTIAL ELEVATION (REAR) PROJECT: SCALE: 1/4" = 1'-0" MORDEN RENOVATION 801 MAPLE LANE SOUTHOLD, N.Y. 11971 DRAWING TITLE: III PROPOSED EXTERIOR ELEVATIONS it I I I j PROPOSED BUILDING SECTIONS II�, EXIST. FIRST FLOOR PAGE: j ------ _-:--_ -� NEW ! of -- - --- - - DROPPED - ----- -- - GEILIN6 e ;.0; �I - -- - DATE: 01/05/21 9 OF 13 �I - JI I I GREAT i EXIST. X I�I — BASEMENT - ROOM BU I LIB I NO SECTION 3-5/A-20 I SCALE: 1/4" = P-a" x: . `TI NORTH ELEVATION (LEFT SIDE) 50ALE: 1/4" = I'-O" Q . V }' 6y W N J H Lu O u Z J ` HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE Lo SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/ MANU. 5PEG.'s; cr PLANS AND NOT PROJECTING MORE THAN V;2" INTOW O 10 5TAIRAY;SEE HANDRAIL GRIP SIZES ADJACENT PITCHED METAL J015T HANGER BY 'S1MP50N' OR EQUAL � � m F I RST 5EGOND FLOOR O J ' 0� IY2" MIN. SPACE BETWEEN j FLOOR SYSTEM AS � > � QWALL AND HANDRAIL NOTED ON PLAN Z d� (o g/4" PINE RISER NEW STL. GAP PL. 'A' FLOOR WOOD BEAMSTANDARDS FOR ORIF ?ABLE HAND RAIL WELDED TO COL.;SEEA5 NOTED ON PLAN ZQ Z r ;! g/4" PINE TREAD _ __ __ __ GAP PL. OF-TAILS � 5GALE: NTS HOT DIP GALV. STL. COL. � NEW BASE PLATE 'A' W 0J X GROSS SECTION WELDED TO COL.;SEE (ASTM A FOUND. PL123 A LAN BY B' SINS PER Lo TA' O BASE PL. DETAILS FOR ;I MIN. < z HANDRAIL GIRGULAR NON-GIRGULAR BOLTING j STEEL (OR EG2UAL) O� J O I ROUNDED NOSING Q CLEARANCEEXIST. P. CONC. w/Y4" RADIUS w PROVIDE GOLD JOINT (PATCH AS REQ'D)AB r' (NOT INCLUDED IN AT GONG. 5EAM5 (TYPE l TREAD DIMENSION) 4"-6411 V:2 V4„-2„ PERT- 2Y4° MIN. MET)=R MAX. w V EXIST. GRAVEL - - �i V ILII / NEW(2) #5 HOR. BASE REBAR UPON (2) #5 () J uw NEW IS"x18"xl2" _ _,_ HOR. REBAR (4 TOTAL) DEEP P. GONG. PAD EXIST. FILL € __ Q FTC. (MIN. 4,000 P51) ��.•_._,._._�� (5) 2"A Z' 5TRI NOER5 ® w/ R-21 - INSULATION, IF UNDERSIDE 15 FACING STORA5E/NON-HA5ITAL SPACE g GYP. � 5TOR�AOE UNDER 8D. 2 r !- (WHE'N APFL I GALBE) f - STEEL GOLUMN FOOTII�O DETAIL A-301.00 = SCALE: 3/4" I'-O" TREATED 2"xl2" SILL FOR CONTACT w/ GONG. (IF APPLICABLE) F I N I SHED F I R5T FLOOR / OARAOE ' I i I INTERIOR NOOD STAIR DETAIL A-501.00 50ALE: 5/4" = 1'-0" I j j N z j I ui s I uj � I I PROJECT: MITIi ORDEN NEW " SHEETROGK EXIST. 2"xb" WALL E OVATIO STUDS TO REMAIN I NEW INTERIOR WALL w/ NEW R-20 GATT NEW INTERIOR WALL INSULATION FLOOR WOOD BEAM ROOF AS NOTED ON PLAN 801 MAPLE LANE OR k4OOD BEAM NEW LIFEP N AN A VINYL FLOORING AS NOTED O PL NEW 5IMP50N HOLBA BEAM SEAT NE,ti SIMPSON HGLBA BEAM SEAT SOUTHOLD; N.Y. 11971 GONNEGTOR; INSTALL PER MANU. FLOOR SYSTEM AS CONNECTOR; INSTALL PER MANU. FLOOR SYSTEM AS EXIST. SILL PLATE SPECS. 8 PROVIDE FLASHING AT NOTED ON PLAN NEW � THK. SPECS. Q PROVIDE FLASHING AT NOTED ON PLAN TO REMAIN ANY WOOD GONG. CONNECTIONS SUB-FLOOR ANY WOOD/GONG. CONNECTIONS - - - - . I DRAWING TITLE: PROVIDE GOLD JOINT PROVIDE GOLD JOINT j AT GONG. SEAMS (TYP) DESIGN DETAILS NEW 2"xIO" P.J.; I EXIST. FOUNDATION AT GONG. SEAMS (TYPJ _ ►� " NEW R-30 GATT INSULATION I 'I m j m TO REMAIN EXIST. P. GONG. SLAB EXIST. P. GONG. SLAB (PATCH AS REOV) (PATCH AS REQ'D) II 1I II ' II II .II '- EXIST. SLAB TO REMAIN I I I I l l 11 I I I I 11 II II II II II ..` .+j i✓ I I I I I \,„ 'ia...: :.., PA GE: ,..ti' -I I I I I I F�+? f �h...�i: r. a .. Li I I II I I .._............ Li U . _...._ .. ul f AVEL ( ---- OF BASE I -_T } NEW (3) #5 HOR. EXIST. GRBASE I [Y 1 ANEW (5) #5 HOR. EXIST. GRAVEL I __._......__ G ✓` 1 / I .-IT ! REBAR UPON (3) #5 REBAR UPON (3) #5 3".._..__..._ " ' HOR. REBAR (6 TOTAL) �� HOR. REBAR (6 TOTAL) �NEW 24"x24"x18" I ....................NEW IS"x18 xl D A- �541.. ..._. _.. EXIST. FILL DEEP P. GONG. PAD EXIST. FILL P. GONG. PAD FTC. f (MIN. 4,000 PSI) I..._.._.._ FTC. (MIN. 4,000 P51) .- DATE: 01/05/21 10 OF 13 OARAOE F.J. DETAIL. 4 BEAM SEAT FOOT I NO DETAIL BEAM SEAT FOOT I NO DETA I L A-301.00 5GALE: 5/4" = 1'-0" A-301.00 5GALE: 5/4" = 1'-0" A,-301.00 SCALE: 5/4" = 1'-0" c% :N Q� 4C�J '� d' y 0 E A E A L 5"%r I 150L. E**"r • I L M - ---- -------- ----- -------- - - 5TRUGTURAL PLAN NOTES Q O ~ 0) NEW PARTIAL HEIGHT w Z O EXISTING TO BE DEMOLISHED 3 IS"x15"xl8" DEEP P. GONG. PAD FOOTING W N r WOOD FRAME (L.G. STL. O BEAM POCKET (T'(P.) O AS PER NOTED DETAIL (TYPJ J T1 WHEN APPLICABLE) EXISTING TO REMAIN W � TYP. STL. COL.: Q W NEW WOOD FRAME (L..G. NEW FOUNDATION WALL I I O2 SEE NOTED DETAIL AS PER PLAN O 24 x24 x18' DEEP P. GONG. PAD FOOTING 5TL. WHEN APPLICABLE) i % AS PER NOTED DETAIL (TYPJ Z CONNECTIONS NEW I MIN. (2) 2"x4" STRUCTURAL / 18 G. PAD FOOTING SIMPSON HGLBA BEAM SEAT CONNECTOR (TYPJ; "xI5"xl2" DEEP P. GON JO Z ? FIRE RATEDO3 OO J = WOOD FRAME (L.G. ��TL. POST FOR 4" WALLS 2 AS PER NOTED DETAIL (TYPJ PROVIDE FLASHING AT ANY WOOD/GONG. L WHEN APPLICABLE) (MIN. (2) xb STRUCTURAL L POST FOR b" WALLS), U.O.N. 5TRUGTURAL NOTE: O NEW 2-HR FIRE RATED STRUCTURAL DESIGN OF FOOTINGS ASSUMES 0 lO 0 WOOD FRAME (L.G. °STL. A SOIL SEARING CAPACITY OF 2.0 TONS/S.F. co WHEN APPLICABLE) Z _ 0 QW 00 z EXIST. WOOD J T1 0 EXIST. 2 5TORY DECK FRAME. Q Z N DWELLING W/ FULL BA5EMEN7 r u) EXIST. I GAR J O ATTACHED GARAGE UPON EXIST. 1 1/2 GONG. SLAB STORY FRAME W/ 2ND STORY w DWELL I NO W/ ABOVE CRAWLSPAGE I w i i' U J r�)NELL I NO FOOTPRINT - FOR REFS ENOE ONLY Q ,t�.vYufuvrss�::- SCALE: NTS ' .. D N i EXIST. 2"xIO" F.J. ® 16, O.G. I � 39'-a" I 15'-3 24'-5y2" y2 O Q ------- ---- NEw iu= iX9 GL EXIST. (2) VxIO" �u I- _ _ FLUSH BM.NEW Z - -- BATHROOM � Q w NN x m wl O Q�j F® EXIST. 2 xl0 - � " " z O Rr F.J. - �-- X -i X Q I I Q O V.I.F. EXIST. 24x24 x 12" , z = NEW GREAT O ..p DEEP P. v — ROOM I �® GONG. FTC.Lc I' I LL 4-� W NEW 3 EXIST. (5) 2"xl0" DROPPED BM. I g ZOE LVL DROPPED BM. i i -- 3 V JI /9� OUT SILL PLATE 4 EXIST. FOUND. WALL �E - -- - - - - - X ILI, � I (IF REQ'D) ® LOCATION OF BEAM SEAT GONNEGTORS;EPDXY PIN CONNECTORS w Q I 5 INTO EXIST. FOUND.WALL _ O - - --- — z p` 1 x ®~ x_ iV EXIST. 2"xl0" k FLUSH BM. -- F.J. ® 16" O.G. cV- EXIST. (2) 2"xl0' w tu w 3 xp u w EXIST. gN��ly f? 2uQ� IY _ to R \ "L OtL ® s / k �z� in 5 PROJECT: N BASEMENT ry N rp _ - k NEW (2) 1.15"x9.5" G.P. 1 — -NE I x O iv O Q RJ W 2„ ry' w3 �ry mw ® 2 1 -.I X mxe-- �, z; � � sn 0 2.OE LVL DROPPED BM. 2 WANE AR " cV q/R 6 rr O• / �'�J �Ju 2�� �/� C I�� WINE G LLAR ® N m aw EXIST. COL. qN0/MGJ ITI® ®IBA 1�i O EXIST. RENOVATION w w w ill w/ (3J 2"x8" GRAWLSPAGE /, .k 3�Y X p _ ----_`i ( DROPPED BM. 0 0 �• / ; ` ry u { EXIST. --- I w N �. l k` ry --- - I BASEMENT �— I---1- �- -, � -- -- - - 2. ---- ----- - - v� Vps�T ` 8 8JP 801 MAPLE LANE I--p ry / n . U s 5 R,3o, 5 k/p„fi�\\ SOUTHOLD, N.Y. 11971 U � os sf•/@ i M NEBM. w251MP50N H LU 28 2PSON O_ 7• Fx LU528-2 HANGER HANGER DRAWING TITLE: J-u) q /, PROPOSED STRUCTURAL PLAN s/s ry�Jcz gyp/ r / k®�,���5 C EXIST. SLAB ON GRADE Nq<<ws PAGE: 3;0„ 'No w ■ DATE: 01/05/21 11 OF 13 l0zle, DAIt�"� P PROPOSED FOUN7ATION STRUCTURAL PLAN :M``` !; 'Oa SCALE: 114" = I'-O" � �-, OENE AL S`i00'1'-150L <ENr : STRUCTURAL PLAN NOTES � ---- -- ---- -- -- -- - --- - - -- - - --- ------------ =- _-: I" 0) Z 0 NEW PARTIAL HEIGHT _ EXISTING TO BE DEMOLISHED i O I5"xl8"xl8" DEEP P. GONG. PAD FOOTING L! N WOOD FRAME (L.O. 5TL. 4 ` OI BEAM POCKET (TYP.) S AS PER NOTED DETAIL (TYPJ J WHEN APPLICABLE) 11 e� EXISTING TO REMAIN NEW FOUNDATION WALL I I I O TYP. 5TL. COL.: O 24"x24"x18 DEEP P. GONG. PAD FOOTING L1J >. NEW WOOD FRAME (L.O. 2 SEE NOTED DETAIL AS PER PLAN 4 A5 PER NOTED DETAIL (TYP) Z 5TL. WHEN APPLICABLE) MIN. (2) 2"x4" STRUCTURAL IS"xl8"xl2" DEEP P. GONG. PAD FOOTING 5IMP50N HOLBA BEAM SEAT CONNECTOR (TYP.); O Z NEW I-HR FIRE RATED a O3 OO PROVIDE FLASHING AT ANY wOOD/GONG. CONNECTIONS -J J WOOD FRAME (L.O. 5TL. POST FOR 4" WALLS AS PER NOTED DETAIL (TYP) WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 0) 0 - POST FOR b" WALLS), U.O.N. STRUCTURAL NOTE: 0 0 NEW 2-HR FIRE RATED 5TRUGTURAL VE51ON OF FOOTINGS ASSUMES WOOD FRAME (L.O. 5TL. A 501L BEARING CAPACITY OF 2.0 TONS/5.17. WHEN APPLICABLE) Z F- 0 Z � Q LLI J _I 00 — - --7 _Z C) NEW 2 J vi 0 2"x8" HDRS Z �' EXIST. WOOD DECK --- —-- -- ---- Z N J u- w (fl i ti) ri NEW � O � L� n z ------- -- - NEW -------- w 1 MUDROOM 1 Q w dJ BATHROOM % rl J 0 -- - ----/ NEW HD -- - D 2"xe" H R LLJ ----- NEW (5) 2"x&" HDR NEW (2) 2"x8" HD -- --- - -i, V- it — -- - I _ NEW (2) I.77>" 7.5" G.P. 2.OE LVL HDRSuj ISTER(2) 2"x8" TO EXIST. 2"x8" A-201 i- -- F.J.;ENSURE MEMBER SUPPORTS ` J I { -- -}, POST TO RIDGE ABOVE -:- D.. 0 �iH BM. w/SIMPSON +---t- t--r----' I NEW 3 2"x4" POST - —-- -! NEW (2) 2"x8 FLUSH' LU528-2 HANGER �T <�2 Q — --- TO DROPPED BM. I TO EXIST. 2 x8' F.J. -- NEw (2) 2"x8" FLUSH 3 BM. w/SIMPSON : EXIST. DINING NEW (2) 2"x8" FLUSH BM. LU528-2 HANGERS EXIST. GREAT ROOM �: I - BENEATH P05T TO RIDGE AB ROOM MODIFIED R.. m�r.< ... EXIST. LIVING = I O - NEW 2) 2"x8" FLUSH BM. BENEATH SISTER 2'x8 TO EXIST. 2 x8 KITCHEN 1 M F.J. IN LIEU OF NEW FLUSH ° ROOM �IQ MODIFIED CL. DOOR STUD5 ABOVE BEAMS, WHENEVER EXIST. F.J. , W LOCATION ALLOWS Q NEw 2) 2"x8" FLUSH BM. BENEATH x - � + �- MODIFIED GL. DOOR STUDS ABOVE Ili 1- ;-+- I- i -�;• }t-- I� } � — I •N� -i F.J.EXIST. Ib xOG III, � zl x t 3 w EXIST. q pl - z -- OARAOE w :o a - Q I A-2OI x -- - -- - _ wo - - EXIST. ww z0 I GL• NEW 2 '2 x8" HDR 3'— O I EXIST. 2"x&" F.J. ® I6" O.G. y2" —8'-'7y2" PROVIDE 51MP50N LU526 HANGER ® FLUSH BM. EXIST. 2"x8" - F.J. ® I6" O.G. I i � i - NEW (') I.T5'k1rel-15" G.f'. 2.OE LVL HDR ----- - I r i I r ' I EXIST. BATHROOM EXIST. BATHROOM PROPOSED FIRST FLOOR STRUCTURAL PLAN w 5GALE: 1/4" = 1'-0" _. 0 Lu I -- — -- - - -- - - -- -- -- o r lI A5-BUILT PROJECT: STUDY II I 1 i I E N I I RENOVATION 801 MAPLE LANE Oo II II oo � i l m II m I'I II I SOUTHOLD, N.Y. 11971 ® II II II l ® ® ® NEw 2 O _ 1, 2 x4 POST 0 (V ExIST. �,, III 'I a � 'I I � � � .. ..:.. .:....... .. AS-BUILT-==To RIDGE I I DRAWING-TITLE:-- - BATHROOM r II GL PROPOSED STRUCTURAL PLAN x x x x ` iV iV I NEW (2J 'I ----- 2 x4" POST EXIST. MODIFIED j X I X z ITO RIDGE 1 2"x4"EPO(22) 5T BEDROOM GL. w EXIST. 2" 10" RIDGE w ; TO RIDGE r U V _ I . = - PAGE. MODIFIED I I I II F I I NEw (2) 2"x5" HDR w/ l IN 0 J BLOGKINO TO RIDGE; AS-BUILT �' - --- d) 0 I I I d) d) PROVIDE STANDARD HDR � BEDROOM x x x x STUDS PER PAGE 6-003 0 F F EXIST. 2"x8" N X N z R.R. Ib" O.G X X- DATE: 01/05/21 12 OF 13 w 3 w - 3 ! �1 EXIST. x BEDROOM EXI5 GL. FROFOSE17 SECOND FLOOR STRUCTURAL FLAN SCALE: 1/4" = P-O" CL O Q � LLJ H � � Z O J F— Tq a W W F- z o � z J_ O F- Lo R +�4" FRESH AIR VENT w a) O '1 THROUGH ROOF Om Q I 1 Z 1 F- I Q LJJ _ 00 I J O I � Z >: 4 � ZN V- w (D Q j PROVIDE "ABESGO FP200 FR Q w I EXPANDING FOAM" (OR EQUAL) J N I AT ALL PENETRATIONS IN FIRE I RATED WALLS AND I FLOOR5/0EILIN05. PRODUCT I CONFORMS TO A5TM E 514, I - A5TM E 54, AND UL 14-79 LJJ I - -- - - - - 1 I ------- -T--- 1------ 1 FULL r------- LAUNDRY -- I j KITCHEN ! NOTE: V I I I i ALL PLUMBING WORK LLj BATHROOM I I I I G O5ET I I I SHALL CONFORM TO U i 1I ii i I LOCAL PLUMBING CODE V p 1 2"I 1 12" 12" 12" p 1 2"1 GLEAN OUT Q I I 1 I 1 1 3" AS REaV R 1 I I I I 1 EXIST. F.A.I. TO u- 1 ' I I REMAIN W.�i. 15HOWER 14, 1 j 1- I- , 1_ 4" HOUSE 2" S, .. 1 I Y�P,SHER DW 1 MAIN DRAIN � G.O. � � •�. � v N d _ I ~ 4 v I 2111 2111 1 2„ TO SEPTIC - - - - 1 I 1 1 FULL SYSTEM - - - -- - < 12" B 1 BATHROOM I 1 I 1 I I I5HOWER 14, 1 I I S.P. FLUM51 N R 15F-R - Z�RA I N / NASTE / NEAT j 5GALE: NT5 ' I Lu � I I I i � I o - - -- -- -- -- -- -— - --- IL Q i PROJECT: MORDEN RENOVATION NOTE: NOTE: ALL PLUMBING 4 ALL PLUMBING WORK v '� I FUEL GAS WORK O ! SHALL CONFORM LOCAL FLUMBNG ODE p iL -1 TO LOCAL PLUMBING CODE a �01 MAPLE LANE 0 o FUEL GAS SOUTHOLD, N.Y. 11971. N LEGEND w HOT WATER 1..I PROVIDE NCS E"A5E5G0 FP200 FR DRAWING TITLE: - ------ - - - - -- ------ EXPANDING FOAM" (OR EQUAL) - - ------- --- ---- ----- SUPPLY - - - AT ALL PENETRATIONS T kJALLS - GOLD WATER _ AND FLOOR5/GEILIN05. PLUMBING RISER DIAGRAMS - - -- --- -- - --- -- -- -- - — -SUPPLY ! 2.PRODUCT CONFORMS TO A5TM E KITCHEN 814, ASTM E &4, AND UL 14"ia GAS RISER DIAGRAM - -- -- - - - � FULL LAUNDRY PROVIDE "ABE5G0 FP200 FR KITCHEN BATHROOM CLOSET ! EXPANDING FOAM" (OR EQUAL) w AT ALL PENETRATIONS IN FIRE Op RATED WALLS AND p p FLOOR5/GEILIN05. PRODUCT u EXISTING --- ------ 6A5 RANGE d p I CONFORMS TO A5TM E 814, FIREPLACE STOVETOP IL II Q4 1 Q4 A5TM E 84, AND UL 14"fa PAGE: w �- I9" I9<1 1 :� 1 4 O u Q VENT KI jLL � KI j �I I �v W.G. U I v K I I v zl :v1 _v ry xl .v *I 21 21 - - - -- - -- --- -- - a SHOWER REGULATOR - �- I ' _ - -- ----- - -�-_-_� --- ---------� ' - ----_.— ._� m -- - -- - __ .._.. .._.._.._, L � �- - � _.._._—.._. _,._.._• �® .�. Q � DATE: 01/05/21 13 OF 13 1 TO STREET EXISTING OAS SUPPLY I I FULL PROV. NEW OAS LINE 1 I I BATHROOM I IU Q CONNECT TO I WATER MAIN ® REAR WALL OF FIREPLACE BOX 1 EXIST. WATER GARAGE;GAP FOR \\ 1 _ �3 ( 0. 5UPPLY 5Y5TEM - - - - - - - FUTURE CONNECTION TO OA5 U I � MAIN KI -1 :\ 1v PROV. NEW WATER LINE ® REAR WALL OFR n1 I GARAGE;GAP FO1) � %�. W -I 11 I FUTURE CONNECTION Cj i. .. ff-n --- --- - - - - --- -- ---- ---� dt ra` --- - -- --- -- -- -T - 7 I---- �q�„ --- OAS RISER - SUFFLY OF FLUME31 NO RISER - SUFFLY SCALE: N75 5GALE: NT5