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Home My WebLink About47612-Z sr�7. �O�S�FFOLy Town of Southold 7/21/2024 0 P.O.Box 1179 T 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45377 Date: 7/21/2024 THIS CERTIFIES that the building ALTERATION Location of Property: 1910 The Long Way,East Marion SCTM#: 473889 Sec/Block/Lot: 30.-2-128 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/17/2022 pursuant to which Building Permit No. 47612 dated 3/28/2022 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 for finished basement, including recreation room,wetbar and bathroom,to existing single family dwelling as applied for. The certificate is issued to Galanakis,Emmanuel&Minardo,Marie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47612 1/9/2024 PLUMBERS CERTIFICATION DATED 1/9/2024 ed Hazza go 0 A rikelf Signature ®�SUFFoiK�o TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47612 Date: 3/28/2022 Permission is hereby granted to: Galanakis, Emmanuel 69 78th St Brooklyn, NY 11209 To: Construct underpinning to heighten existing basement level and construct interior alterations to finish basement as applied for. At premises located at: 1910 The Long Way, East Marion SCTM #473889 Sec/Block/Lot# 30.-2-128 Pursuant to application dated 2/17/2022 and approved by the Building Inspector. To expire on 9/27/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $712.80 CO-ALTERATION TO DWELLING $50.00 Total: $762.80 Building Inspector FQ1,t�, TOWN OF SOUTHOLD hay BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "o • SOUTHOLD, NY y��ls a BUILDING PERMIT 41 (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47612 Date: 3/28/2022 Permission is hereby granted to: Galanakis, Emmanuel 69 78th St Brooklyn, NY '11209 To: Construct underpinning to heighten existing basement level and construct interior alterations to finish basement as applied for. * 6/9/2022 AMEND Permit: for change in construction method and foundation wall detail as per plans provided. At premises located at: 1910 The Long Way, East Marion SCTM #473889 Sec/Block/Lot# 30.-2-128 Pursuant to application dated 2/17/2022 and approved by the Building Inspector. To expire on 9127/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $712.80 CO-ALTERATION TO DWELLING $50.00 Total: $762.80 Building Inspector o�SufFaccoG TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 47612 Date: 3/28/2022 Permission is hereby granted to: Galanakis, Emmanuel 69 78th St Brooklyn, NY 11209 To: Construct underpinning to heighten existing basement level and construct interior alterations to finish basement as applied for. * 6/9/2022 AMEND Permit: for change in construction method and foundation wall detail, as per plans provided. 7�- _meniP—er=�it: for layout changes per plans provided. At premises located at: 1910 The Long Way, East Marion SCTM #473889 Sec/Block/Lot# 30.-2-128 Pursuant to application dated 2/17/2022 and approved by the Building Inspector. To expire on 9127/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION, $712.80 CO-ALTERATION TO DWELLING $50.00 Total: $762.80 Building Inspector Of SO�r�ol . � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlinl-town.southold.ny.us Southold,NY 11971-0959 QI�COw N '�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Emmanuel Galanakis Address: 1910 The Long Way city:East Marion st: NY zip: 11939 Building Permit#: 47612 Section: 30 Block: 2 Lot: 128 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Modern Electric License No: 34283ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor 1st Floor Pool New X Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 17 Ceiling Fixtures 1 Bath Exhaust Fan 1 Service 3 ph Hot Water 30A GFCI Recpt 5 Wall Fixtures Smoke Detectors 3 Main Panel )VC Condenser Single Recpt Recessed Fixtures 22 CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 0 4'LED Exit Fixtures Ejector Pump Ed Other Equipment: LED Mirror, Mini Fridge Notes: Finished Basement Inspector Signature: Date: January 9, 2024 S. Devlin-Cert Electrical Compliance Form s f a 0 C Town Hall Annex �� OG.fi Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Southold, NY 11971-0959 BUILDING-DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: q `� Building Permit No. .L Owner: (Please print) Plumber: .5 ��`(� )ye Z (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. Sworn to before me this day o r i 9ER�p AELIVE9 NOTARY PU 1,Q STATE QF NEW YORK SUFFOLK COUNTY LIC.#01DE6334906 COMM.EXP.12/28/2027Notary IA69)/Xclounty Public, AN `1 0 ?024 OF SO(/TyOI * TOWN OF SOUTHOLD BUILDING DEPT. cou 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) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] P E C/O [ ] RENTAL REMARKS: 6X&Aal 01 CD DATE INSPECTOR pF SOUlyolo * # TOWN OF SOUTHOLD BUILDING DEPT. `ycouur+��' 631-765-1802 INSPEC 'ON [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ Y1610UNDATION 2ND [ ] INSULATION/CAULKING ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE ARKS: av, tAlad \,Zmw� /la-, -a 0 vv� �n . alp Li , DATE INSPECTOR SOOIyo� `p` S - * # TOWN OF SOUTHOLD BUILDING DEP coum, 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) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: wmaev-!�79�a46 AWF ke-Aed fn)-er e!^A A 4�t /I. O -- e a a,4 ho Ov�- DATE INSPECTOR oe souryO� ( � 2, # # TOWN OF SOUTHOLD BUILDING DEPT. couto, 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) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0 V o"V�104 r Lv Ag DATE / /I / 1_g INSPECTOR OF SOUjyO� # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ]- FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING [STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE /O [ ] RENTAL REMARKS: �--- G DATE l INSPECTOR OF SOUTyOIo # # TOWN OF.SOUTHOLD BUILDING DEPT. cou 631-765-1802 qGWOVINSPECTION [ ] FOUNDATION 1ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND. [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL we . [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: DATE911INSPECTOR i - i �r i t i t i r tr" 4- I t 1 I 4 r �i a r� y t M E �r A a } 16 10 f y ik . i t Ai t OF SOUTyO� • TOWN OF SOUTHOLD BUILDING DEPT. 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) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 4-� - QlJ\ JC'1 1 n V V DATE INSPECTOR N V r I a crc,r- ��►� LVA Y pF SOUly06 i # # TOWN OF SOUTHOLD BUILDING DEPT. 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) [4,_] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O ( ] RENTAL REMARKS: �n 44 4 i DATE INSPECTOR a JAN 1 0 ?4 Fl. t• IY } .w L �k Allot <•;, dam' � _, SI 4 r � r w 1 .:y :4 i tyr` i C7rL6�,, _ CLOW 4RD 2,(6 • rn � ~awn_ tr�� ec n:rnm jTl m(^ } N VJ 7 LO i`) m • K� t�5 J AN "'N ��;: s �' � .�. w w � . . � ... �,; - � � � � �'. F a7 r FIELD INSPECTION REPORT ATE OMMENTS'FOUNDATION(IST) . � y ------------------------------------ C FOUNDATION (2ND) COD z 3 AILec �- , H ROUGH FRAMING& �u GP PLUMBING y 1 r INSULATION PER N.Y. H STATE ENERGY CODE y FINAL ADDITIONAL COMMEIrs 7w rA 1 M5� RJ L2, SO •a & - eepvt.541LvcAW6t i At, s;fQ bi. Y' IV N � H O H x d b H SOfNt Cal �� TOWN OF SOUTHOLD—BUILDING DEPARTMENT N Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �y�o• ��o� Telephone (631) 765-1802 Fax(631) 765-9502 hitps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D F `' E H E PERMIT NO. Building Inspector: FEB 1 7 2022 Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPT. pP Y p TOWN OF SOUTHOLD applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:1/11/22 OWNER(S)OF PROPERTY: Name:Manny Galanakis SCTM#1000-30-2-128 Project Address: 1910 The LOng_Way, East.Marion, NY Phone#:917-270-8683 Email:emmanuel.galanakis@hotmail.com Mailing Address: CONTACT PERSON: Name:Jessica Magee (AMP Architecture) _...... Mailing JAddress:1075 Franklinville-Road,Laurel,NY Phone#:516-214-0160 Email:jmagee@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name: CllhOrly Mailing_Address: 1075 Franklinville Road, Laurel, NY Phone#:516-214-0160 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: E Other Renovation $ [Will the lot be re-graded? ®Yes ONO Will excess fill be removed from premises? BYes ❑No 1 6�o�5�FFDtKcpuy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT N Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 oy�ol Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownnygov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ® ECEPUE PERMIT NO. Building Inspector: MAR 2 7 2022 Applications and forms must be filled out in their entirety. Incomplete TOWN OFSOUTH6LD applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:1/11/22 OWNER(S)OF PROPERTY: Name:Manny Galanakis SCTM#1000-30-2-128 Project Address:1910 The Long Way,_East Marion,NY �__ Phone#:917-270-8683 Email:emmanuel.galanakis@hotmail.com Mailing Address:1910 The Lonq Way, East Marion,. CONTACT PERSON: Name:Jessica Magee AMP Architecture Mailing Address:1075 Franklinville Road, Laurel,NY s Phone#:516-214-0160 Email JMa ee am ar g @ p _ chitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony POrtillo Mailing Address: 1075 Franklinville Road Laurel NY Phone#:516-214-0160 Email:aportillo@amparchitect.comm CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: E Other Renovation $ Will the lot be re-graded? ®Yes El No Will excess fill be removed from premises? RYes ONO 1 i� PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 NC this property? OYes BNo IF YES, PROVIDE A COPY. as rovlded by R Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues p Bulld4ng zone t! chapter 236 of the Town Code. APPLICATION IS HEREBY MALE to the Building Department for the issuance of a Building Permit pursuant to the Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, g buildin code, additions,alterations or for removal or demolition as herein described.The applicant agrees to comp ly with all applicable laws,ordinances, housing code and regulations and to admit authorized Inspectors an premises and in buildingis►for necessary inspections.False statements made herein are 7 punishable as a Class A misdemeanor pursuant to Section 210.45 of the Now York State Penal Law. * Application Submitted By(print name):AMP Architecture ❑Authorized Agent ❑Owner ` Signature of Appllcan Date: ) f 1 112 2- STATE OF NEW YORK) SS: COUNTY OF Suffolk ) AMP Architecture being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the agent (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 bell f,and that the work will be performed in the manner set forth in the application file ther ' h. BARBARA H. 6ANbY( Sworn before me this Notary Public, State Of New York No. 01 TA6086001 day of 20 7Q Qualified In Suffolk County Commission Expires n�rim Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) �I ease sei° Cat*n p .e�- of i 9 i I, L1 residing at j do hereby authorize AMP ARCHITECTURE 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 2 122 OS�FFptOr BUILDING DEPARTMENT- Electrical Inspector, TOWN OF SOUTHOLD o = ; Town Hall Annex - 54375 Main Road - PO Box 1179 ^+ Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger r(aDsoutholdtownny gov — seand(aDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORM A ION (Al inform tion Required) Date: 3 Company Name: $w G Electrician's Name: License No.: ZjElec. email: Elec. Phone No: D I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: I—ad, a, I S Address: 6) p Cross Street: Phone No.: Bldg.Permit#: 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?: ❑ YES ❑ 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 2 R H Frame Pole Work done on Service? F1Y nN Additional Information: PAYMENT DUE WITH APPLICATION I �/� !kr M v a ry a PERMIT 9 Address: Switches 1 Outlets G FI's t Surface Sconces H H's4"',O00000000 ( 1 r UC Lts Fans Fridge HW Exhaust 1 Oven WAD Smokes DW Mini I Carbon 1 Micro Generator p ^ Combo UI Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments C r -�- � q- G 3/28/22, 11:20 AM Amp Architect Mail-1910 The Long Way East Marion AM P Jessica Magee<jmagee@amparchitect.com> 1910 The Long Way East Marion Nunemaker,Amanda<Amanda.N u nemaker@town.southold.ny.us> Fri, Jan 28, 2022 at 1:18 PM To: Jessica Magee<jmagee@amparchitect.com> Hi Jess, I have reviewed the plans for the Galanakis residence and the following needs to be addressed: 1.The island in the basement must be removed,wet bar areas are only allowed to have a sink and small refrigerator without overhead cabinetry 2.The 3'wide opening from the recreation room to the storage area must be opened up wider(5-6'). The storage area is finished area so I have to ensure a door can't be placed here to allow that area to become an additional room 3. Need owner's authorization Thank you @ Amanda%unemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 MAN 2 ' 2022 TowIV OF SCVTHOLD https://mail.google.com/mail/u/O/?ik=7f5O9O763a&view=pt&search=all&permmsgid=msg-f%3Al 723223419917315532&simpl=msg-f%3A17232234199... 111 A M P Arch i t e c t u re Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build December 12, 2022 Re: Galanakis Residence 1910 The Long Way East Marion NY To Whom It May Concern, Enclosed please find 4 copies of amended plans for the Galanakis residence. L Please contact our office if you have any questions. Thank you, Jess Magee J DEC 12 2022 TOWAOOF° Lj $��TyO Page 1 of 1 S 13°36'40"E 80.00' — — — — — 51TE PLAN HATCH KEY: I ® PROPOSED BUILDING ADDITION Q V �� _ PROPOSED ACCESSORY 5TRUCTURE % R E N W Z cv Lu t— PROPOSED 2ND STORY I d- W ml If) � }; � z I _ I—' L T : P A S S <E� : APPROVED TOTED o 0 0 DATE1-- B. # D- Lo = PROJECT LOCATION & SCOPE FEE: B z 0° NOTIFY BUILDING D ARTMENT AT — EXGA\/ATE CELLAR 21-011, UNDERPIN THE EXISTING FOUNDATION � SITE PLAN & ZONING DATA 765-1802 8AM T 4 M FOR THE I I LLOW COLUMNS I. FOUNDATION ING FE TI REQUIRED Q J so' REAR SETBAGiG - RENOVATE CELLAR NI TH THE ADDITION OF A FULL E3ATHROOM � N ETE J 00 NET BAD ,QQ GENERAL NOTES 2. ROUGH - FRAMING PLUMBING ENERGY TABLE 3. INSULATION i ? p I I 4 BE CO FINAL - CONST I J OON MUST J O 1 P Q E�T DATA : STRUCTURAL DESIGN CHARTS z � 4 ALL MEET THE Z —®®�•®® STRAPPING, & NAILING DETAILS REQUIREMENTS O TH CODESOFNEW LL W RESPONSIBLE F I I GRAPHICS DESIGN RK STATE. NO OR Lo cr r-I FRAMING ESI 1 G \. s.\,.\. \\� � ..�. S R TI .:\ ,�.:: ROBS. I` LO O TAX MAP # 1000-30-2-128 1 �61 QQ,Q 1 EXISTING CELLAR PLAN I I O I �p ZONING DISTRICT R-40 NC W LOT AREA 0.6 ACRES ` I I I I Gofo - HOUSE z-7671; 5/27/la7-r ( A- 101 .01 PROP. CELLAR EXCAVATION PLANW CofO - ADDITION Z-20522; 2/06/laa2 FOUNDATION DETAILS I I I U .JUJ CofO - DECK Z-352a3; II/1'7/2011 GofO - POOLZ-35a71• a 25 2012 Q '/ / �t- 1 Q� ,Q 1 PROPOSED CELLAR PLAN I I aw. FEMA FLOOD ZONE X HABITABLE SPACE EX15TINO PROPOSED ®.�.® i ,Q DESIGN DETAILS BASEMENT AREA O S.F. a20 S.F. - I I TOTAL BEDROOM COUNT 3 3 I 1 P- 1 O 1 ,QQ PLUMBING RISER DIAGRAMS ca I I z 0 a \.:. W oa DESCRIPTION (FOOTPRINT) AREA % LOT 0 COVERAGE p 0 z0 36.0' 0 TOTAL LOT AREA 25,84a.0 S.F. 0 Q 24' O ( EXISTING HOME 1,561.0 S.F. 6.0% w -i I EXIST. z Q d) IN-GROUND POOL I EXISTING GARAGE 421.0 S.F. I.-7Y w o J EXISTING POOL 645.0 S.F. 2.5% � z TOTAL AREA OF ALL STRUCTURES 2636.0 S.F. 10.2% � o. ~ v w Lu "MAXIMUM LOT COVERAGE ALLOWED - 203b u p � oz z 0 o N 24.0' Q N 0 zw ( Q EXIST. �' I v a- I WOOD DECK I w N 1 6.7 I Lu CN 0 I - PROJECT: m I EXIST. ISTORY - I a O WD. FR. HOUSE w A z G LANAKIS 0 RENOVATION I I 12.2' 77 EXI T. ADD. ' 1910 THE LONG WAY r. EAST MARION NY 11939 2 -7' r�� - DRAWING TITLE: EX15 . 2 GAR I 1 I 612 RAGE , [ PROJECT LOCATION &SCOPE SITE PLAN & ZONING DATA 61 E 15T. 5EFTIG g I PAGE: I � ` G-00 :10 0 :1 6. Lu E. d ! DATE: 06/06/22 1 0 F S w . r— ¢/\ SITE LAYOUT NOTES: I. THIS IS AN ARCHITECT'S SITE PLAN 4 IS'Cp / ." m SUBJECT TO VERIFICATION BY A LICENSED <<ee, �; 43'J'i v� gd ,. DAc / = SURVEYOR. THE INFORMATION -. ,:'v'r.n. ;x.'. r= / / O REPRESENTED ON THIS SITE PLAN 15 TO THE ARCHITECTS BEST OF KNOWLEDGE. is - `� `..^�x' ,fit' ,�s<,�A R -.�,,e A�.v� a� •e. '&' >�. - ''� 2. SURVEY INFORMATION WAS OBTAINED , JI �p FROM A SURVEY DATED JAN. 15, 1a81 AND LOGAT I ON MAP Q �`��it 0 PREPARED BY: t, ALDEN W. YOUNG SCALE: NT5 4 DN A _t� 9 I 400 05TRANDER AVE. to � RIVERHEAD NY I1a01 �U�J � �j 7�)1 � PLAN I "qj. 3740 p J 1 T PLAN 631--I27-2303 BUILDIN,-,DEPT �oF TOWN OF SOt 1THOLD SCALE: 1" = 15'-0" 0ENE ,,�\L 5�"1�50L <E) : U EX15TINO TO BE DEMOL15HED NEW PARTIAL HEIGHT F— WOOD FRAME (L.5. 5TL. EX15TINO TO REMAIN WHEN APPLICABLE) LLu N —� NEW FOUNDATION WALL NEW WOOD FRAME (L.O. T J W rl 5TL. WHEN APPLICABLE) / Q W >- NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.S. 5TL. P05T FOR 4" WALLS WHEN APPLICABLE (MIN. (2) 2"xb" STRUCTURAL O r Z POST FOR 6 WALLS), U.O.N. I ' LO `S NEW 2-HR FIRE RATED 0') 0 WOOD FRAME (L.5. 5TL. 0 O O WHEN APPLICABLE) Lo it O Z Z W J J Off Z U Z � O W Z N Li- w CD Lo r _ Li') x-I O w tY + w 1— U = J U J Q I H.H. WASTE PIPE FLOOR ------- 6 I EXIST. WATER HEATER TO I I REMOVE I--�-------------� �� I BE REMOVEDdREPLACED I - I r 5`1" GLS. II I I I cV ( H5HT. CLO. ca HCHT. O I VERIFY EXCAVATION AROUND EXIST. 6A5 L I Q I 5'4 TO CHIMNEY FOUND. WITH ENGINEER 8 S.G. 2'-8"— DUCT FURNACE/ 417 TO I x 0-_ . - — — — — — — — — — — — — — — — — — AIR HANDLER DUCT I I w w 00 I � Q Qoo Fe-1 - - Z F -1 CHIMNEY FOUND. m O Ti —0 I UP L EXIST. COLUMNS AND 1 w J I FOOTINC75 WILL BE I Z - N 5'-011 REPLACED AS PER I N F- T'-I" PAGE A-101 (TYf') w p �- W � Z I Z i OZ EXIST. CELLAR SLAB 5'4" TO I p a 2_g TO BE REMOVED d EXCAVATED. I x DUCT w w EX15TINO STRUCTURE d MEGHANIGAL5 —� I TO REMAIN (SEE PAGE A-101) f I� Z I AREA BETWEEN DEMO. LINE AND m I I I u) O 6HGHTG I EXIST. FOUND. NOT TO BE EXCAVATED. N I Z w I = J SEE PLANS AND DETAIL #4 A-101 �I�-J i V g .4 B I62" TO BEAM VERT. --- — ---------------PI��----------- ----- ------ ---- I � —7 -------- Q �r THRML I� I N EXPN. I r w -------------- ry 2-8" TANK I Q ABOVE E.P. p 'CID - ABOVE- - — — — — — — — I OIL TANK PROJECT: N Ll GALANAKIS 14'-0" 20'-4" 10'-8" RENOVATION 1910 THE LONG WAY EAST MARION, NY, 11939 DRAWING TITLE: EXIST11�lC GEL.LAi� PLANNEXISTING CELLAR PLAN 50ALE: 1/4" = I'-O" PAGE: A-100001 DATE: 06/06/22 4 O F 8 gF_D ARC 0 'p,,. 037A0� OQ- G-.7 I ` ERAL= 5��50L < Nr Q � U EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT LLJ WOOD FRAME (L.G. 5TL. O W = N EXISTING TO REMAIN WHEN APPLICABLE) J W e�-I NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q Lu >- STL. WHEN APPLICABLE) /_ W Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 0 = Z ElPOST FOR 4" WALLS WOOD FRAME (L.G. 5TL. WHEN APPL I GABLE) (MIN. (2) 2"xb" STRUCTURAL J P05T FOR 6" WALLS), U.O.N. O O NEW 2-HR FIRE RATED O WOOD FRAME (L.G. 5TL. (L Lo Ix WHEN APPLICABLE) >- d• m Z O F- FOUNDATION PLAN NOTES Q uj TYP. 5TL. COL.: •J 00 O SEE NOTED DETAIL AS PER PLAN (TYP) r Z C) I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J 18 xl8 xl2 DEEP P. GONG. PAD FOOTING O AS PER NOTED DETAIL (TYP) ZQZ � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - T-I Ib"x24" DEEP P. GONG. FOUNDATION UNDERPINNING III I I I ( I I J N III I :.'• I O3 A5 PER NOTED DETAILS 8 NOTES (TYP). LENGTH OF L0 m r-I EACH PINNING 30" UNLESS OTHERWISE NOTED IN PLAN O lA NEW REINFORCED P. GONG. SLAB (SEE DETAILS) III I I L - - J 1 Q �4 I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON 6 I +:' I I I I 6 J O 2. 4" (MIN) GRAVEL BASE UPON 3. b MIL POLY VAPOR BARRIER -�TEMPORARY SHORING (TYP.) �� I VERIFY EXCAVATION AROUND EXIST. LLJ O SEQUENCE EXCAVATION AND COLUMN REPLACEMENT AS CHIMNEY FOUND. WITH ENGINEER d G.G. NECESSARY. USE SHORING 8 CRIBBING AS DETAILED (SEE EXISTING EXT.WALL N A - J I O DETAIL "3 A-101"). VERIFY LOCATIONS WITH ENGINEER B G.G. S I , WINDOW REPLACEMENT uj O6 EXISTING W W STRUCTURE INDO TO BE REMOVED. ExIsr R _ _ OPENING TO BE ENLARGED TO FIT PROPOSED WINDOW. STcTU I L I 2 V (SEE PROPOSED PLAN 4 WINDOW SCHEDULE) B I I- CHIMNEY FOUND. **WORK SEQUENCE TO BE DETERMINED BY ENGINEER d G.G. GRADE 2 4'-10" q'-4" 1111 Lo-J A-101 DEMOLITION NOTE: C 2_ 5'- " 5'-10, 5'-O" -4'-0 - - J l0'-10" I I I ��> PROVIDE SHORING AND SUPPORT TO ALL AFFECTED •_� STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT EXISTING FOUNDATION WALL I I I I I OF ANY DEMOLITION OR CONSTRUCTION. �9 A-101 � `fl � I •, I '�, tV 3 I I I A r A-10 -11 TEMPORARY SHORING/DEMO SEQUENCING NOTES: '� I I 4 N L 1. INSTALL TEMP. POSTS $ 61RDER PER DEMOLITION PLAN $ PER DETAILS. 4 NEw s/a^m HooKID ANCHOR 2.REMOVE EXIST. GIRDER. BOLTS•54"04 wi 5.5WARE j I I I 11 3.INSTALL NEW 61RDER PER PROPOSED PLANS;SECURE WAS I noNuT EXISTING EXIST. FLOOR JOISTS TO NEW GIRDER. •4 HOOKED VERT.REB 2'-e Fo�rl i 1 III I I I I 5 4.REMOVE TEMP. POSTS 8 GIRDERS. P CONC. � 4•GRAVEL BASE AB TO 04 FOR.GONT.REBAR o . CELLAR.5L TOP I ' I I P51) I II I I I J I BE 2PROPLOWER THAN EXIST. BOTTOM OF WALL(2 TOTAu �.r' `+ I I -I- -J I `+ FOUNDATION UNDERPINNING SEQUENCING NOTES: . �I.: I I 6 I I I 4"P.GONG.SLAB f I I I. EXCAVATE TO SPECIFIED DEPTH 4 WIDTH TO b"xb"-IOxIO Wl^I.M.BETWEEN II• ' - ( _ u� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ UNDERMINE PORTIONS OF FOUNDATION WALL AT GENrER IRPER SLAB - Jca AREAS INDICATED "A" AS PER PLANS AND DETAILS. SECURED IN PLACE DURING POUR II. -4"V.I.f. 11 b MIL POLY I I I O INGS AS PER PLANS NS AND F° 2.POUR "A UNDERPINN L I II I MOISTURE RETARDER -.J - 5.ALLOW "A" UNDERPINNINGS PROPER TIME TO GORE 4"GRAVEL BASE I-- - - - - - - - - Q BEFORE CONTINUING SEOUENC:E. •1j.,. _ASPHALT DAMP I I U 4.EXCAVATE TO SPECIFIED DEPTH 8 WIDTH TO "I�... PROOFING To EXTERIOR _ - - - - - - J x Lu UNDERMINE PORTIONS OF FOUNDATION WALL AT °II' I ( I I I �- Wp AREAS INDICATED B AS PER PLANS AND DETAILS. 5. POUR "B" UNDERPINNINGS AS PER PLANS AND °"• '' O p DETAILS. coNc.CONT.FTC. O 6.ALLOW B" UNDERPINNINGS PROPER TIME TO CURE I IN. P51) Q O (5)•g NOR.CONT.REBAR '-4' PROVIDE 5"(MIN)GONG.COVER BEFORE CONTINUING SEQUENCE. I ( I I I I I z 0 OF ALL REBAR WITHIN P.GONG. 4.EXCAVATE TO SPECIFIED DEPTH b WIDTH TO FOUND.WALLS a P.GONG.FT6'S. O O UNDERMINE PORTIONS OF FOUNDATION WALL AT /X� PRov. N o0 Q AREAS INDICATED "G" AS PER PLANS AND DETAILS. I 1-111 CLEA L�COMPACT FILL5. POUR "G" UNDERPINNINGS A5 PER PLANS AND I) DETAILS. Z Q 6.ALLOW "G" UNDERPINNINGS PROPER TIME TO CURE. V w 0 J U- SOIL BEARING CAPACITY NOTE: STRUCTURAL DESIGN OF FOOTINGS ASSUMES A 501EOUND, T I ONXGYT I ON DT I�. 0 z BEARING CAPACITY OF I.STONS/S.F. O d - O .O w SCALE: 1/2" 1'-0" �- o POURED CONCRETE AND STEEL REINFORCEMENT NOTES: F•••Z 0 Z O w 2 w 1. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT N O FOUNDATIONS BY AN ANGLE OF 45" PROJECTED OUTWARD AND FROFOSED OEL.L AR EXCAVATION PLAN z w DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS O SCALE: I/4° I'-O" 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION SHALL BE DEWATERED. THE POUR SITE SHALL REMAIN DRY FOR ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER ENCOUNTERED N 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS N 4. ALL FOUNDATION WORK SHALL BE 4000 P51 POURED CONCRETE AT p cfl 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED PROJECT: CARBON STEEL ASTMA615 GRADE 60. MM FOR 5LA55 DO NOT NEED TO BE EPDXY COATED EXIST. F.J. 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS PER PLAN GALANAKIS SHALL BE STAGGERED EXISTING EXT.WALL R E N D VAT I O N -1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN J PLACE AT TIME OF POURING 8 MAINTAIN REQUIRED CLEARANCES, c COVERAGES, AND PLUMBNE:55 EXISTING FLOOR STRUCTURE 5. CEMENT SHALL CONFORM TO ASTM 0-55 FOR STANDARD WE16HT CONCRETE 1910 TH E LO N G WAY GRADE ' GONGETE - GOLD W EAST MARION, NY, 11939EATHER POURING d CONCRETE MIXTURE I I I I I I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF / DRAWING TITLE: CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE EXISTING FOUNDATION WALL / EXIST.FOUNDATION HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE ( I I ( (((/// WALL BEAM TO BE SECURED 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS I I I I I EXISTING BEAM TOODCIRIBBING'A5 PER PROP. CELLAR EXCAVATION PLAN 5. ALL COLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL Q FOUNDATION DETAILS CONFORM TO AGI 306. 'Z N MAX 5:1 HEIGHT-TO-WIDTH RATIO 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / I I I OF CRIBBING STACK;CONTACT SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO NEW 6"xb" SHORING ARCHITECT IF THIS TEMPERATURES WITHIN 10° F OF CONCRETE. EXISTING coma SLAB RESARa CRIBBING STACK RATIO SHALL BE EXCEEDED DUE TO BE REMOVED > THAT 5TA M ED 5UGH EXISTING FOOTING THAT IT GAN BE R TIED A TO TO EXIST. CLEAR HEIGHT 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. - - - - • ADJACENT ROPER AND PAGE: REMOVE AS REO'D. _ _ _ _ _ _ _ I I I MAINTAIN PROPER SPACING 6. THE USE OF HEAT BLANKETS OR ELECTRIC, BLANKETS ARE ------ I2�• ' EXISTING FOOTING PERMITTED WHEN NECESSARY. ( I I OVERLAP CORNERS 4" TO �•,;°• .., A 10J. 01 ( N.4,0 uNDERPI NI _ ____________ -- =tea =a== ---- ASSURE SLOW CRUSH TYPE (MIN. N0.V PSI) ------ ---- - - - ------- I II '7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55° F OR HIGHER 4"P.CONC.5LAe .`�::' Q L S-0„ nP. - -'�-O FAILURE AND SHALL BE WITHIN 10" F' OF CONCRETE TEMP ERATURE. b"xb•-Ioxlo kgAM.BEn BEN *' FiL BASEOF CENTER i UPPER b Of SLAB :;� ' IQ I ( I =_____ " ---- --------- ---- -___-___= GRIBB NG STACK 8. CONCRETE: SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. sEcuRED IN PLACE DURING PouR +:: ___ ___________ ___ II A G A � SOLID MEMBERS . . .,,,�.: (6J�FOR REBAR I �/ • q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE ,«`' I I I I =_____ _ = ----=_____ _ _ ____________ _`-------------- _�� __________ _ ____________ II y DATE: 06/06/22 5 OF 8 PERMITTED TO BE ADDED 1-0 CONCRETE MIXTURE AS PER AGI 506 ^• I (ASTM C4114/0454M, TYPES G AND E). b IL POLY MIOISTUREE�YELIBASE "V" .� m ' 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CRO55 SECTIONAL (b)M5 H02.REBAR (V PROVIDE 5"(MIN)GONG. AREAS EXCEED ONE SQUARE INCH. I I I ( ( I I I I I I I III III I I I I I I I PROVIDE 5"(MIN)GONG.COVER OF ALL REBAR WITHIN P.GONG. OF ALL REBAR WITHIN P.GONG. FOUND.WALLS<P.GONG.FT65. -PROV.GLEAN' �`' �•''✓"1•��, 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED COMPACT FI FOUND.WALLS d P.GONG.CONC.. COMPACT FILL �' TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS I I I G I I I I I I I I I ICI I I III III I I I III J y REACHED A COMPRESSIVE STRENGTH OF 500 P51. x EXCAVATE 12" MIN. BELOW EXIST. GRADE 12. PLACEMENT TEMPERATURES SHALL CONFORM TO ACI 506 $ TAMP SOIL PRIOR TO PLACING CRIBBING STACKS. ENSURE 501L 15 LEVEL $ °' PRIOR TO CRIBBING PLACEMENT FOUNDATION UNDERF I NN I NO DETAIL. 2 FOUNDAT 1 ON UNDERF I NN I NO SIDE DETAIL. Oil I BB I NO DETAIL. +�4T� O3140 A-101.01 SCALE: 1/2" = 1'-0" A-101.01 A-101 SCALE: 1/2" = 1'-0" .01 of SCALE: 5/4" = 1'-0" NE`N O I `FERAL Q U NEW PARTIAL HEIGHT F- _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.O. STL. W Z N EXISTING TO REMAIN WHEN APPLICABLE) J s H r-I NEW WOOD FRAME (L.C3. NEW FOUNDATION WALL Y W I W ``} Q STL. WHEN APPLICABLE) m Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL J y = Z WOOD FRAME (L.O. STL. POST FOR 4 WALLS O J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL �.:. . Lo NEW 2-HR FIRE RATED POST FOR b" WALLS), U.O.N. 0 O WOOD FRAME (L.O. 5TL. C LO m WHEN APPLICABLE) Z O FLOOR PLAN NOTES Q uj W _J ODOOR NOTE: J OQ I. INSTALL NEW INTERIOR DOORS WHEN GALLED > d• OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). Z CD 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED J T1 OUT ON PLANS BY 'THERMATRU' (OR EQUAL). r'I 5.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU SPEC.'S 5.PROVIDE (2) 2"x5" HDR., U.O.N. Z I IOHT5 N 5. 5EE PAGE G--005 FOR ALL EOTHER FRAMING V- W (D ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. Ln IIx T-1 p- LA OSTAIR 4 RAILING NOTE: 00 J O I. ALL NEW STAIRS SHALL HAVE MAX. 1-5/4" RI 4 MIN. 10" Tr - RISERS SHALL BE CLOSED 2. 42" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO ALLOW PA55AOE OF A 4" 0 SPHERE; 56" HIGH HANDRAIL 4 SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE W 5. ORIPPABLE RAIL AS PER CODE D ' H SMOKE DETECTOR / GO DETECTOR NOTES: U O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT W SMOKE /CARBON MONOXIDE COMBINATION DETECTOR HARD WIRED TO EACH OTHER w/BATTERY BACKUP. = U 2.INSTALL ALL AS PER MANU. 5PEG.'s U J 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE Q OWINDOW NOTE: `I I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDER5EN i 400 SERIES CASEMENT, DOUBLEHUNG, OR OLIDINO (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS ' AND DOOR5" ON PAGE 0-002 IF CASEMENT 5 OHT ARM HIN E WHE 1TRAIDWS SHALL HAVE 45'-0" 2.IF DOUBLE HUNG - ALL DEL. HUNG WNDW5 TO BE TILT WASH 5.ALL OLAZINO WITHIN 15" OF FF TO BE TEMP. OL. 4.SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND = - - O 1^l.H. 71 WINDOWS (TYP. FOR ALL) U.O.N.;(2) 2"x5" HDR. U.O.N. NEW EGRESS WINDOW 27''by2" EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING - - - - - - _- - - CODE,SECTION R3I0.2.1;THE FOLLOWING MEANS OF L I d) 1 EGRESS SHALL BE FOLLOWED: A 1 NET BAR p I q ! (NO CABINETRY ! pd 2'-8" z NET CLEAR OPENINO........... 5.1 S.F. ABOVE) ! I NEW r NET CLEAR HEIGHT............... 24" MINIMUM 0 , q t O STORAGE d > NET CLEAR WIDTH................. 20" MINIMUM ! 1 1 SPACE ! V NEW EXHAUST FAN SHALL BE INSTALLED WHERE Lu _ -NEW GH. 105 S.F. r X O5 VENTILATION 15 NOT MET BY MEANS OF NATURAL A 2 ROOM g 0 0 p CIRCULATION THROUGH WINDOWS OR DOORS TO 4 10 "fb S.F. - OUTDOOR SPACES A5 PER NY5 MECH. CODE SECTION - �3 -�_A-�I 405.5.2.5; INSTALL AS PER MANU. 5FE05 OAS _ `I-� 5-5 O SILL TO BE t5'-6" 2'-3" f SM/CO FURNACE/ , ^ z A O W PLUMBING FIXTURES TO COMPLY WITH PG 405 A.F.F. 4 ALLOW FOR - - - - - - - - - - - - - - - - - - - _ AIR HANDLER / m / I 4'` =O ALL NE o BASE CABINET BELOW ` m a ui J z Q O NEW FLOOR: 24'-1" UNDERPINNING AT THIS _ W I. NEW FINISHED FLOOR PER H.O. SELECTION q'b" SPAN OF EXISTING `F_2„ 4'-8 " -�O 4'-II" Y2 CHIMNEY FOUND. .. FOUNDATION ONLY. b O w z SEE DETAIL #I A-101 A-4ol E I I I r $ O Z NEW MEGH. ROOM (i ) I ® 1. 5 _ CNI oa O I. EXIST. WATER HEATER TO REMAIN IN THIS I IO-2 6 q-�2 6 u. Wp LOCATION 2.V.I.F. F.A.I. -HROUG W H ALL 3 p m 5.FLUE THROUGH ND. FR. CHASE THROUGH ROOF I A-401 2 p I W 4.MAINTAIN 50 x50 CLEARANCE IN FRONT OF NEW EGRESS WINDOW O O N O in MECHANICAL UNITS AS PER NYS MG 506.1 cV 5. MAINTAIN ALL APPLICABLE VENTING 2I-3" NEW ! U 5 m GLEARANGE5 REQUIRED PER NY5 MG 804. -'r NEW HALF-WALL AT EDGE RECREATIONAL17 I a a 6.DISCONNECT, REROUTE, 4 RECONNECT 2, 8„ OF PROPOSED EXCAVATION. = SPACE > EQUIPMENT TO EXI5TING PIPING AS REG'D TO J 2'b" FROM EXIST. FOUND. 2 II s I c•I ACCOMMODATE NEW ROOM ENCLOSURE WALL (TYP) NEW�i ?63 S.F. II SEE DETAIL #4 A-I01 r O O I STORAGE o TYPICAL MECHANICAL ROOM NOTES: N = N o I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY i.� = SPACE in - N w� A � � I _�t 68 S.F. Lu "DUROGK" (OR EQUAL) W -' - Q Q 2. FOR VV. FR. CLO. AND/OR WALLS - PROVIDE (1) LAYER OF 5/5" TYPE "X" GYP. BD. UL U505 (OMIT ON 4 IO T GONG. WAL-5) 5. WHEN NEW, NSTALL FURNACE/BOILER AS PER MANU. p = SPEC.'s AND AS PER NYS MECH. AND FUEL 5A5 CODE 8_8„ 0 - m 4. WHEN EXI57.,MECH. EQUIP. SHALL BE VERIFIED THAT I 2,_ 5,_q„ 1;1 ( ' b NEW MECH. r ellE. GALANAKIS IT CONFORMS TO NY5 MECH. AND FUEL 6A5 CODE ,,, , ct) ROOM 5. COMB. AIR VOLUME AS PER MANU. 5PEC.'s - PROVIDE - - - - - - - - " ''' I 44 S.F. FRESH AIR INTAKE FROM EXTERIOR OIL TANK 6" RENOVATION 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL 13'-2" I'-10" WASTE EMERGENCY SHUT OFF SWITCH VERT• PIPE -1. FOR OAS SERVICE, PROVIDE OAS SHUT OFF SWITCH WATER PIPE 4 THRML EXPN. TANK 5. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER I ABOVE (PROVIDE OFCI OUTLET) CLEARANCE-5 AS PER CODE 14-0 Ll 20-4 10-8 FIRE RATED DOOR: � �� " ,� �� 1910 THE LONG WAY 2¢X0 5/4" HR.SELF-CLOSING STEEL DR. EAST MAR I O N, NY, 11939 EGRE55 WIN70W WELL: to PROVIDE NEWEORE55 WINDOW WELL 4 COVER BY DRAWING TITLE: IROCKWELL;ELITE SERIES" bb"W.X72"H, ITEM #664412. OR EQUIVALENT. INSTALL AS PER MAN. SPECS. PROPOSED CELLAR PLAN II FRAME COLUMNS SQUARE 6"t AND FINISH (T*'P) FROi`05' F-r�) CELLAR FLAN PAGE: C120 S.F. HA81TAE3LE SFAGE; 1,552 S.F. OROSS AREA SCALE: 1/4" = I'-o" A-102m0l ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. **5EE DOOR 50HEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER** ATE: 6 OF 8 \.. \ \. \\ \ \ \ \\ \\\ mma \, \ \. \ \. Ili \ \. :,,. ..\ s wn�l`.,,,,,aa.a*`n� � 1 :. \'\ WINDOW DIMENSION CLEAR \•\y 'TAG OPENINO TYPE MODEL # \ „��. \\, �`�"`;•:�"r'��:�� WIDTH REQ D: 20 N \.,.:... , .. HEIGHT REOV:24" I.E? \ \ (sue \ WIDTH HEIGHT OPEN REQ'D: 5.-T S.F. \;: A (2) GLIDER C44 " ,`�:. G7:' 3-I I 5-I I [� �5 �( M. p X \\ , 3746b yQ ForN�� t LLJ Z 0 LLJ = CV `} Q W 7—UNDERSIDEOr CEILING UNDERSIDE OF CEILING UNDERSIDE OF CEILINO W x TOP TRACK CONNECTED TO C) ❑ STRUCTURE AS REWIRED. _j TOP TRACK CONNECTED TO TOP TRACK CONNECTED TO STRUCTURE AS REQUIRED. STRUCTURE AS REaUIRED. 0 -FOUNDATION WALL AS EXIST. FLOOR 0 o o NOTED IN PLANS SYSTEM Lo x (1) LAYER OF 5/8' GYP. ED. NEW 5TL. CAP PL. 'A' FLOOR WOOD BEAM ED. ON BOTH 51DF-5 OF NEW 0 Ll ON ONE SIDE OF NEW METAL WELDED TO COL.;SEE AS NOTED ON PLAN Y METAL STUDS UP TO CAP PL. DETAILS FIN15HEL? r-,F-ILIN(5 CEILING NEW 5-1/2" O.D. SCH 40 II`_ NEW BASE PLATE 'A' HOT DIP r7ALV. 5TL. COL. z W (ASTM A125) AS PER WELDED TO COL.;SEE _j NEW METAL STUDS 4 BASE FL. DETAILS FOR FOUND. PLAN BY SIMS NEW METAL STUDS 00 BOLTING STEEL (OR EQUAL) BRIDGING AS SCHEDULED; > C) BRIDGING AS SCHEDULED; BY 00 BY or�' 4" P. GONG. SLAB Z (D 0 PROVIDE COLD JOINT 6"xb"-IOx1O W.W.M. BETWEEN SAFE. R-13A PLACE DURIN67POUR z >: 4 Bly, or�' SECURED IN 5" CREASED THERMAFIBER ❑ NEW METAL STUDS $ AT CONC. SEAMS (TYF) CENTER 4 UPPER OF SLAB C) (1) LAYER OF 5/e�" 5'-rP. BD. BRIDGING AS SCHEDULED; Z vq 5/4" THK. FRT PL-(ND ON BOTH 51DF-5 Or 4 cr _j CV u_ BLOCKING; EXACT LOCATION METAL STUDS UP TO w CD REOID To BE VERIFIED IN FINISHED CEILING Lo cr X-4 -R-15 BATT INSULATION r- Lo FIELD. BOTTOM TRACK CONNECTED 4" GRAVEL BASE NEW (2) #5 HOR. vq J BOTTOM TRACK CONNECTED REBAR UPON (2) #5 TO STRUCTURE AS REQUIRED. TO STRUCTURE AS REQUIRED. BASE AS SELECTED 5,r O.C. HOR. REBAR (4 TOTAL) NFV4 IV'xI5"xI2 To NEN p ZBA OR 5'.xI H DEEP P. CONC. PAD W =5PA'51ZED FILL BOTTOM TRACK CONNECTED FTO. (MIN. 4,000 PSI) BASE AS SELECTED 5r O.C. TO STRUCTURE AS REQUIRED.BASE AS SELECTED BYO.C. ❑ NEW REINFORCED 4" SLAB NEW REINFORCED 4" SLAB C.) AS PER DETAIL AS PER DETAIL w 0 _J1 NEW INSULATED NON-RATED PARTITION 2 NEW NON-RATED INTERIOR PARTITION NEW NON-RATED FURRING PARTITION 5/6" FIRECODE 'O' CIN BOTH 51DE5 OF 15 &A. 5 5/5" METAL 5/6" 61^15 ON BOTH 51DF5 OF 16 CiA. 5 5/6" METAL STUDS a 5/6" 6N15 ON ONE 51DF OF IS &A. 2-1/2" METAL STUDS a 16"oo STUDS a 24"or, K/BRIDGING a 4'-O"oc.;TO BOTTOM OF DECK 16'oc. K/5RID6IN6 a 4'-O"oc;UP TO 6" ABOVE FINISHED K/BRID6IN6 o 41-011oc.;EXTEND 6N5 To FINISHED CEILING. ABOVE . &e-' TO SEAL AND ENSURE I-HR FIRE RATING AT WALL. CEILIN5. STUDS To BE DiETPioH (Irr,#-ERoi-jI OR EQUIVALENT). STUDS TO BE DIETRICH PRO STUD, (Ico#-ERor7i OR EQUIVALENT) STUDS To BE DIETRICH 'PRO ST1JD' (I0C#-ER0I'7I OR 6.C. 70 FINISH AS PER FINISH SCHEDULE. PROVIDE M05TURE PROVIDE M05TURE RESISTANT 61^8 AT WET AREAS. EQUIVALENT). RESISTANT OVO AT WET AREAS. r5_-� TEFL OOLUMN FOOT INO DE7AIL IA-401.01 SCALE: 5/4" = 1'-0" NALL 5C.,HEDULE SCALE: 1-1/2" = I'-O'l ca z (4) 518l' H.D.O. LAG 0 BOLTS (FREDRILLED) > .7- ri W LLI 0 X Li a t T_ 00 >- < cr 0 0 < 0 a V4 4- z 0 518" THK. PL) 0 Y11 5/95" THK. H.D. M 4 OAL\/. FL. I Lu z 11/4 0 LU Lu HEADER AS GAP PLATE 'A' SECURE HANDRAIL TO WALL ON AT LEAST ONE SPECIFIED u- ON 51DE OF STAIR IN ACCORDANCE v41 MANU. SPEO.'s; w Z cr PLANS AND NOT PROJECTING11ORE THAN 41' 22" INTO FOR CONNECTION OF 5TL. COL. TO (2) 1-5/4" HIDE 0 Z 0 PITCHED METAL STAIRWAY;SEE HANDRAIL &RIP SIZES ADJACENT L\/L LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER, FL JOIST HANGER By W ir_w SIMP50N' OR EQUAL !L a a FIRST FINISHEDFLOOR z 12 0 z =) LLI LL (n 0 z '01 0 (4) 515" H.D.O. LAG a. V2" MIN. SPACE BETWEEN BOLTS (PREDRILLED) w T-11 HALL AND HANDRAIL 3/4" FINE RISERO N Lu 5/4" PINE TREAD STANDARDS FOR ORIFFABLE HAND RAIL L SCALE: N75 PROJECT: c1l. x OR055 SECTION / 0 MIN.7" < HANDRAIL — GALANAKIS I" ROUNDED NOSING p CLEARANCE CIRCULAR NON-CIRCULAR H/y4" RADIUS < 51a" THK. PL. tu 51a" THK. H.D. (NOT INCLUDED IN A Y4 OAL\/. PL. TREAD DIMENSION) RENOVATION 11 4 (01V4'. 0/2 OV2 1=�Rl_ // CAP FLA7F_ S' MIN. METER MAX t FOR CONNECTION OF STL. COL. TO (5) 1-5/4" HIDE 1910 THE LONG WAY T_ X L\/L LUMBER OR (5) 2" WIDE OR (4) 2"x HIDE DIMENSIONAL LUMBER OR 5.25" HIDE PSL EAST MARION, NY, 11939 DRAWING TITLE: DESIGN DETAILS (5) INSULATION, IF UNDERSIDE 15 FACING 01 5TORA0E/NON-HA51TAL SPACE 570RAOU UNDER GYP. am. PAGE: /4 _ 5_1/2" O.D. 50H. 40 HOT DIP OAL\/. 5TL. COL. A-401. 01 ,- (AeTM A125) AS PER, PLAN WELDED TO PL. TREATED 2"xI2" SILL FOR CONTACT 5"x5"x5/5" THK.. DATE: 06/06/22 7 OF ll,#CONC. (IF APPLICABLE) BASEMENT0 5TL. BASE PL. — % 0 (4) 1/2" HOOKED ANCHOR BOLTS EMBEDDED INTO FOOTING MIN. 4" kq/ OVERSIZED WASHER AND END NUT SETUP NJ. 4C 5,45E PLATE 'A' (S IN7ERIOR A00F,> STAIR DETAIL yT F .17 A-401.01 SCALE: 5/4" = 1'-0" STEEL COLUMN CAF BASE FLA7F_ DF-7AILS OFN SCALE: 5" = 1'-0" 0E I ERAL 5'%,rME30L <E I � Q Q � EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT O WOOD FRAME (L.G. STL. W = N Z I EXISTING TO REMAIN WHEN APPLICABLE) NEW W FOUNDATION ALL / Q W NEW WOOD FRAME: (L.6. W }. 5TL. WHEN APPLICABLE'.) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL 0 = Z WOOD FRAME (L.G. STL. POST FOR 4" WALLS J WHEN APPLICABLE.) (MIN. (2) 2"x&" STRUCTURAL LO Y POST FOR 6" WALLS), U.O.N. d) O NEW 2-HR FIRE RATED W Q 0 W 0 WOOD FRAME'. (L.6. STL. a WHEN APPLICABLE:) Z O � O FLOOR PLAN NOTES Q W J ODOOR NOTE: 00 I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON PLANS BY '-ELD-WEN' (OR EQUAL). Z CD 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED ri OUT ON PLANS BY 'THERMATRU' (OR EQUAL). r'I O) 5.DOOR TYPE TO SELECT 1 4.INSTALL AS PER MANU 5PEG.'s 5.PROVIDE (2) 2"x5" HDR.,U.O.N. Z N 4.PROVIDE (2) 2"AO" ® SLIDER 4 51DELI6HT5 it -J , 5. SEE PACE 6-005 FOR ALL OTHER FRAMING Li- ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. u) O STAIR $ RAILIN6 NOTE: 2 I. ALL NEW STAIRS SHALL HAVE MAX.-T-5/4" RI Tq J O d MIN. 10" Tr - RISERS SHALL BE CLOSED 2. 42" H16H GUARDRAIL 4 SPINDLE 5PAGIN6 NOT TO ALLOW PA55A6E OF A 4" 41 SPHERE; 56„ HIGH HANDRAIL $ SPINDLE 5PAGIN6 NOT ujTO ALLOW PA55A6E OF A 4" 0 SPHERE 5. CRIPPABLE RAIL AS PER CODE OSMOKE DETECTOR / GO DETECTOR NOTES: 5 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR HARD WIRED TO EACH OTHER w/BATTERY BACKUP. = J 2.INSTALL ALL AS PER MANU. SPEC.'s J 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE Q OWINDOW NOTE: 4 1. ALL NEW WINDOWS $ DOOR5 SHALL BE ANDERSEN 400 SERIES CASEMENT,DOUBLEHUN6,OR CLIDINC (A5 NOTED); INSTALL AS PER MANU. 5PEC.'S. FOR * SUBSTITUTIONS,5EE NOTE #a IN "6LA55 WINDOWS AND DOORS" ON PAGE 6-002 IF CASEMENT _ WINDOWS - ALL 05MNT WNDWS SHALL HAVE `}5 5TRAI&HT ARM HINGE WHEN 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE TILT WASH 5.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 6L. 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N.;(2) 2"x8" HDR. U.O.N. ' NEW EGRESS WINDOW � 20'-oy2 5'-a" 12'-5y2" EGRESS NOTE: I a IN COMPLIANCE WITH NEW YORK STATE BUILDING - - - - CODE,SECTION R510.2.1;THE FOLLOWING MEANS OF - E6RE55 SHALL BE FOLLOWED: -�i IWINE I WET BAR O1 Z a u� cv , r O NET CLEAR OPENINO........... 5.77 S.F. 3 FRIDGE , , v w Lu NET CLEAR HEIGHT............... 24'u MINIMUM I q L NW H. wNET CLEAR WIDTH................. 20 MINIMUM p � - S2'-II" 2'-6" 2'-II" 12 ROO I I I X56 SF p w pao ONEW EXHAUST FAN SHALL BE INSTALLED WHERE w w w 0 w VENTILATION IS NOT MET BY MEANS OF NATURAL 6 ' 8 LL" o Z O CIRCULATION THROUGH WINDOWS OR DOORS TO 4 10 - ld� - 0 a 2 H OUTDOOR SPACES AS PER NYS MECH. CODE SECTION a C U Q 405.52.5; INSTALL A5 PER MANU. 5FE05 GA5 iv I a O -i " r �• 2 FURNACE/ Z A Q O SILL TO BE t3-6 2'-3 O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 A.F.F. d ALLOW FOR >- - - _ _ - _ _ SM/GO _ - - A-4ol_ - - - AIR HANDLER - =O `� BASE CABINET BELOW I - m Q a O I, 8„ JwN � O NEW FLOOR: 4'-Sy2"a 3-�" w UNDERPINNING AT THIS ,4'_2" 4'-Sy2" 4'--1" CHIMNEY FOUND. - Lu 0 3 Z I. NEW FINISHED FLOOR PER H.O. SELECTION a'6" SPAN OF EXISTING O O w (5 O O w FOUNDATION ONLY. 6 Z 2 � a SEE DETAIL #1 A-101 A-4ol (14 R1 ® 7 TIE I II INEN a Z N O NEW MECH. ROOM: (IS) Tr ® I ry O Z O w 3 H - I- 00 O I. EXIST. WATER HEATER TO REMAIN IN THIS 2 T� I .5 Y w w w Q O �. w w LOCATION �A a'-10" I rn Q Z Q O u- 2.V.I.F. F.A.I. THROUGH WALL 'a v 1"' NEW 5 Z O M O Z in 5.FLUE THROUGH WD. FR. CHASE THROUGH ROOF NEW EGRESS WINDOW A-4oi -T a w E u- 2 °� g 4.MAINTAIN 50"x5O" CLEARANCE IN FRONT OF = BATHROOM ' n � N a MECHANICAL UNITS AS PER NYS MG 506.1 m ��- 6 Z w Z 0- Z 5. MAINTAIN ALL APPLICABLE VENTING " i 2-5 - NEW HALF-WALL AT EDGE !/ NEW _ I/ \) O a Q a a a CLEARANCES REQUIRED PER NYS MG 804. ° OF PROPOSED EXCAVATIOV. _ 1. RECREATIONAL m U >> O W ei N M 6.DISCONNECT,REROUTE, 6 RECONNECT 21g" EQUIPMENT TO EXISTING PIPING AS REQ'D TO � 2�SI"-LFt�M�EXIST. FOUND. � II � �� SPACE 6 cv i ® -T-II ACCOMMODATE NEW ROOM ENCLOSURE - " a SEE DETAIL #4 A-101 r O p TYPICAL MECHANICAL ROOM NOTES: w = =ry 12 , LLj N N I. FOR WD. FR. FLOOR- PROVIDE 1/2" GONG. BD. BY v A "DUROGK" (OR EQUAL) W 2. FOR HD. FR. CLC. AND/OR WALL5 - PROVIDE (1) ' - _ I q I I - O o v i o LAYER OF 5/5" TYPE "X" GYP. BD. UL U505 (OMIT ON 4 10 " �2 Sy2 -'I A-4ol GONG. WALL5) - , _ - PROJECT: 5. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. O 0 _ m 1 J 5PEG.'s AND AS PER NYS MECH. AND FUEL GA5 CODE = 8'-8" iv $ cV cV I 8 NEW MECH. E r 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT i 2'- " 5'-a" 12'-2" _- ROOM G A LA N A K I S IT CONFORMS TO NYS MECH. AND FUEL GA5 CODE .D 83 S.F. 5. COMB. AIR VOLUMINTAKE AS PER MANIJ.EXTERIOR SPEG.'s - PROVIDE RENOVATION FRESH AIR INTAKE FROM EXTERIOR - - - - OIL TANK 6" 6. MAINTAIN OR PROVIDE FURNAGE/BOILER ELECTRICAL 13-2 WASTE EMERGENCY SHUT OFF 5WITGH ART PIPE WATER PIPE d THRML EXPN. TANK "1. FOR OAS SERVICE,PROVIDE GA5 SHUT OFF 5WITGH ABOVE (PROVIDE 6FGI OUTLET) 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER CLEARANCES AS PER CODE Ll FIRE RATED DOOR: 14'-0" 20'-4" 10'_8, 1910 THE LONG WAY 0 2¢Xba 5�4" HR. SELF-CLOSING STEEL DR. EAST MARION, NY, 11939 Io EGRESS WINDOW WELL: DRAWING TITLE: PROVIDE NEW EGRESS WINDOW WELL 4 COVER BY "ROGKWELL;ELITE SERIES" 66"HX72"H, ITEM #6644-72. OR EQUIVALENT. INSTALL AS PER MAN. SPECS. PROPOSED CELLAR PLAN II FRAME COLUMNS SQUARE 6"t AND FINISH (TYP) NEW EJECTOR PUMP DRAIN W W I2 ASTE ATER. FROF05E ) CELLAR AR PLAN • A PAGE: BE INSTALLED BY LICENSED PLUMBER PER MANUNUF. 4 STATE REQ. 7-71 S.F. HABITABLE SPACE; 1,552 S.F. OROSS AREA SCALE: 1/4" = P-o" A-102m03 ALL N EW WINDOWS SHALL BE ANL>ERSEN•, INSTALL A5 PER MANU. SPEG.'s. SEE PAGE "0-005" FOR NAILING STRAPPING DETAILS. *' SEE DOOR SCHEDULE FOR ALL GLASS DOOR5 FROM SAME MANUFACTURER" DATE: 12/02/22 6 OF 8 WINDOW 0HART EGRESS ROUGH OPENING WINDOW DIMEN51ON CLEAR TAG TYPE MODEL # OPENING WIDTH REQ'D: 20 HEIGHT REQ'D:24" \� A WIDTH HEIGHT WIDTH HE16H'T OPEN REQ'D: 24E A C O A (2) GLIDER G44 4-O 4-O 3-I I 3-I I 1z V'� ©374 O 9TF OF N�s�-� 513°36'40"E 80.00' _ _ _ — — — SITE PLAN HATCH KEY: - - - ��ilT1� PROPOSED BUILDING ADDITION < O IVA u E= PROPOSED ACCESSORY STRUCTURE r W Z_ O / t.l t- PROP05ED 2ND STORY �W c_vI Im t Q W '; O � z L Y FADE <ENT"O' : 0 0 0 � cc PROJECT LOCATION &SCOPE 0 m - EXGA\/ATE CELLAR 2'-0' , UNDERF I N THE EX I ST I NC FOUNDATION SITE PLAN & ZONING DATA p COLUMNS z 50' REAR SETBAGK J - _ I - RENOVATE CELLAR WITH THE ADDITION OF A FULL BATHROOM � 0_002 QQ GENERAL NOTES Q J m NET B?�R le 0 ENERGY TABLE z 0) I I I — — STRUCTURAL DESIGN CHARTS Z � 0 FROJECCT DATA : QZTA �_®®�•®® STRAPPING, & NAILING DETAILS cr W c - FRAMING GRAPHICS Lo IY r-I PROJECT / ZONING DATA ti Ln TAX MAP # 1000-50-2-128 EXISTING CELLAR PLAN �0 ZONING DISTRICT R-40 NO W LOT AREA O.6 ACRES tr I I I I Cofo - HOUSE z-1677, 5/2vla-r7 = PROP. CELLAR EXCAVATION PLAN W GofO - ADDITION Z-20522; 2/06/laa2 FOUNDATION DETAILS U I I I I — II/17/2011 C) —.1 GofO - DECK Z-552a3; 0 CofO - POOL Z-55a71; a/25/2012 6 Q� PROPOSED CELLAR PLAN Q FEMA FLOOD ZONE X HABITABLE SPACE EXISTING PROPOSED I �-�Q � DESIGN DETAILS --1 BASEMENT AREA 0 S.F. 777 S.F. TOTAL BEDROOM COUNT 5 5 I PLUMBING RISER DIAGRAMS I� �I z � 0 w 0 I 1 LOT COVERAGE LL. o z r -- - -- --- -- - - - - O 0 Q f I I DESCRIPTION (FOOTPRINT) AREA a 0 J COVERAGE 0 I � o � z 4 a 1 TOTAL LOT AREA &4 25 ' II— , a.0 S.F. 00 a o 24 O I _ — EXISTING HOME 1,561.0 S.F. 6.03o Z a w uj r I EXIST. z z z IN-GROUND POOL I C.) Z I EXISTING GARAGE 427.0 S.F. 1.7% W EXISTING POOL 645.0 S.F. 2.5% L z N 0 z 0 o _� APPROVED AS t�0 EDa an { v i TOTAL AREA OF ALL STRUCTURES 2656.0 S.F. 10.29b �' a ir W W W W Q E Q w i I *`MAXIMUM LOT COVERAGE ALLOWED - 209b DATE' a' ?Jg,p, ��-- o = 00 { - IN I z O oz FEE .�BY `� 2 z ,� z a. r ° N 24.0' I NOTIFY BUILDING DEPARTMENTA7 631-765.1802 8AM TO 4PM FOR TH _�__ E � aQ as EXIST. �' #I FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED w N WOOD DECK I I i FOR POURED CONCRETE 2. ROUGH•FRAMING&PLUMBING � i�� 46.1 I 3. INSULATION a 0 0 � I+ FINAL-CONSTRUCTION M o a' UST BE COMPLETE FOR C.O. i EXIST. ISTORY ALL CONSTRUCTION SHALL MEET THE PROJECT: FR. HOUSE ~ I REQUIREMENTS OF THE CODES OF NEW m I - I � YORK STATE. NOT RESPONSIBLE FOR O WD. w DESIGN OR CON G A LA N A K I S 0 RENOVATION tu I I 1 15.3' Iq.2' N --- I EXI T. ADD. I 1910 THE LONG WAY I I .K � `. �1 EAST MARION, NY, 11939 2 .7' - = - DRAWING TITLE: / �' PROJECT LOCATION & SCOPE EX15 G RAGE R F ' A SITE PLAN & ZONING DATA � ` I EXIST SEPTIC -- �� PAGE: tj o% ®® ■ ® lu w , Lu YT I DATE: 102 22 2 Q / / 1 OF8 SITE LAYOUT NOTES: - -- - Y i I. THIS IS AN ARGHITECT'5 51TE PLAN 4 15 'O� SUBJECT TO VERIFICATION BY A LICENSED �[� SURVEYOR. THE INFORMATION L � ARC' O REPRESENTED ON THIS SITE PLAN IS TO THE ARCHITECT'S BEST OF KNOWLEDGE. DEC 2 o - n > d 2. SURVEY INFORMATION WAS OBTAINED 1 �1j� < FROM A SURVEY DATED JAN. 13, 1a81 AND LOCATION MAP BUIWINGvEpr PREPARED BY: T09�9at C�C�EM+1f rs L=8 Opp SCALE: NTS ALDEN W. YOUNG "ea �7AU Q I Q 6 RIVER HEAD, NY 111101 �4' SITE PLAN 631-727-2505 ^ "` I SCALE: 1" = 15'-0" 0E N ERAL 5*",rI I50L <E**�r : 0_ U EXISTING TO BE DEMOLISHED � NEW PARTIAL HEIGHT W Z O WOOD FRAME (L.G. 5TL. 0) EXISTING TO REMAIN 04 WHEN APPLICABLE) J L -{ WOOD FRAME (L.E3. NEW FOUNDATION WALL LLI NEW F-------I a W �; 5TL. WHEN APPLICABLE) _ Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL c-) Z WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL F- .. Lfl Y F05T FOR (9" WALLS), U.O.N. w b') O NEW 2-HR FIRE RATED O WOOD FRAME (L.G. 5TL. 0_ U) w WHEN APPLICABLE) m Z O FF-- ... FLOOR PLAN NOTES Z D: Q W J ODOOR NOTE: J 00 I. INSTALL NEW INTERIOR DOORS WHEN GALLED > '�* O OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). Z O (fl 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED J TA VA OUT ON PLANS BY 'THERMATRU' (OR EQUAL). TA O 3.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU SPEG.'s Z }' VA 3.PROVIDE (2) 2"xa" HDR.,U.O.N. Q Z 4.PROVIDE (2) 2"AO" ® SLIDER d SIDELIGHTS LLL W 5. SEE PAGE 0-005 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. I` Ln OSTAIR 4 RAILING NOTE: I. ALL NEW STAIRS SHALL HAVE MAX. 1-3/4" Ri $ MIN. 10" Tr - RISERS SHALL BE CLOSED 2. 42" 1-11614 GUARDRAIL d SPINDLE 5PAGIN6 NOT TO ALLOW PASSAGE OF A 4" O SPHERE; 56" HIGH HANDRAIL $ SPINDLE 5PAGING NOT W TO ALLOW PASSAGE OF A 4" 0 SPHERE 3. GRIPPABLE RAIL AS PER CODE SMOKE DETECTOR / GO DETECTOR NOTES: O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT WLu " SMOKE /CARBON MONOXIDE COMBINATION DETECTOR () HARD WIRED TO EACH OTHER w/BATTERY BACKUP. = I J 2.INSTALL ALL AS PER MANU. SPEC.'S 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE WINDOW NOTE: O I. ALL NEW WINDOWS $ DOORS SHALL BE ANDERSEN 400 SERIES CASEMENT,DOUBLEHUNG,OR GLIDING (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE #q IN "6LAS5 WINDOWS 9f-L. AND DOORS" ON PAGE 6-002 IF CASEMENT WINDOWS - ALL GSMNT WNDWS SHALL HAVE to 45'-0" , STRAIGHT ARM HINGE WHEN 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE TILT WASH 3.ALL GLAZING WITHIN Ia" OF FF TO BE TEMP. GL. Tj 4.SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N.;(2) 2"xa" HDR. U.O.N. cV 20'-Oy2" NEW EGRESS WINDOW EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING - - - - CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF I - EGRE55 SHALL BE FOLLOWED: W ry (WINE WET BAR O I 2_8 ZO NET CLEAR OPENIN6........... 5.1 S.F. �FRIDGE� , , I ( I Q w NET CLEAR HEIGHT............... 24" MINIMUM W I q ry d - 12NEW MEGH. I > W NET CLEAR WIDTH................. 20" MINIMUM IK = ! O Room a W NEW EXHAUST FAN SHALL BE INSTALLED WHERE w A w 0 O VENTILATION IS NOT MET BY MEANS OF NATURAL t b a OOZ CIRCULATION THROUGH WINDOWS OR DOORS TO 4 10 OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION m O V 403.3.2.3; INSTALL AS PER MANU. SPECS 3 i- OAS cV Q O SILL TO BE t3'-6" 2_3 r 2 FURNACE/ �'� = O Q O NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 A.F.F. d ALLOW FOR _ _ _ _ - _ SM/GO_ _ - _ A-4ol- - AIR HANDLER O BASE CABINET BELOW 00 Q 0 II � � ALL NE H U) O NEW FLOOR: 4-By2 g UNDERPINNING AT THIS 2'-q" 2'-b"-I 5'-O" w O 3 a 4'-2" 4'-ay2" � 4'--I' CHIMNEY FOUND. LL I. NEW FINISHED FLOOR PER H.O. SELECTION q'b" SPAN OF EXISTING p p w Z = O FOUNDATION ONLY. 6 -- _ LINEN SEE DETAIL #I A-101 I °"�UP (14 Ri ® -1 Nz-H I II dJ O Z O Lu O NEW MECH. ROOM: 6 (13) Tr ® I " I n I IL c Lei.F I I iv N w O pQ ui I. EXIST. WATER HEATER TO REMAIN IN THIS 2 w - LOCATION q'-10" -�r� b'-7" N 0 Z 0 O 2.V.I.F. F.A.I. THROUGH WALL I 3 3.FLUE THROUGH PO. FR. CHASE THROUGH ROOF A-40I I NEW 5 w u- 2 Z NEW EORE55 WINDOW BATHROOM N 0 ca 4.MAINTAIN 39"x30 CLEARANCE IN FRONT OF = MECHANICAL UNITS AS PER NYS MG 306.1 I I 5�S.F. b O Z w Z 2 s � 5. MAINTAIN ALL APPLICABLE VENTING 2�-3��f NEW HALF-WALL AT EDGE m NEW _ O a ¢ a a CLEARANCES REQUIRED PER NYS MG a04. -cV b.DISCONNECT,REROUTE, 6 RECONNECT 2, 8„ OF PROPOSED EXCAVATION.,; RECREATIONAL EQUIPMENT TO EXISTING PIPING AS REQ'D TO 2'b" FROM EXIST. FOUND. I I SPACE 6 tV O _ p e I N w WALL (TYP.) �- 'i'-II" N N ACCOMMODATE NEW ROOM ENCLOSURE tu SEE DETAIL #4 A-lol TYPICAL MECHANICAL ROOM NOTES: - O p 1. FOR NO. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY � =�y I Cl: O w O "DUROCK" (OR EQUAL) O A - = I i O e I 2. FOR ND. FR. GL G. AND/OR WALLS - PROVIDE (U w O, LAYER OF 5/b" TYPE "X" GYP. BD. UL U305 (OMIT ON 4 10 i 'I`-2-5y2„ I q A-401 s GONG. WALLS) _ I _ PROJECT: 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. O p _ m cq d SPEG.'s AND AS PER NY5 MECH. AND FUEL GAS CODE NEW MECH. r 4. WHEN EXIST.,MECH. EQUIP. SHALL BE VERIFIED THAT i I 2'- " 5'-q" 12'-2" r I ROOM E. G A LA N A K I S IT CONFORMS TO NYS MECH. AND FUEL GAS CODE Q 5. COMB. AIR VOLUME AS PER MANU. SPEC.'S - PROVIDE FRESH AIR INTAKE FROM EXTERIOR L I OIL TANK 6" RENOVATION b. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL 13'-2" WASTE EMERGENCY SHUT OFF SWITCH ART• PIPE -i. FOR GAS SERVICE, PROVIDE GAS SHUT OFF SWITCH WATER PIPE d THRML EXPN. TANK 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER ABOVE (PROVIDE 61=6I OUTLET) CLEARANCES AS PER CODE � 14'-0" 20'-4" � 10'_8„ 1910 THE LONG WAY FIRE RATED DOOR: O 2¢Xbgk 5/4" HR.5ELF_GLO5IN6 STEEL DR. EAST MARION, NY, 11939 EGRESS WINDOW WELL: 10 PROVIDE NEW EGRESS WINDOW WELL 8 COVER BY DRAWING TITLE: "ROGKWELL;ELITE SERIES" bb"W.X-12"H, ITEM #664412. OR EQUIVALENT. INSTALL AS PER MAN. SPECS. PROPOSED CELLAR PLAN II FRAME COLUMNS SQUARE b"t AND FINISH (TYP.) NEW EJECTOR PUMP TO DRAIN WASTE WATER. TO tn I �I 12 BE INSTALLED BY LICENSED PLUMBER PER MANUF. �,�ff 8 STATE REQ. PAGE: - -7-7 S.F. HABITABLE SFAC E; 1,552 S.F. OROSS AREA SCALE: 1/4" = P-O" A-102m02 ALL NEW WIN ,DOHS SHALL BE ANDER3EN• INSTALL AS PER MANU. SPEC.'s. SEE PAGE "5-003" FOR NAILING S STRAPPING DETAILS. **SEE DOOR SCHEDULE FOR ALL GLA55 DOORS FROM SAME MANUFACTURER** DATE: 12/02/22 6 OF 8 WINDOW CHART EGRESS ROUGH OPENING WINDOW DIMENSION CLEAR TAG TYPE MODEL # OPENING WIDTH REOV: 20" kEIGHT REOV:24" WIDTH HEIGHT WIDTH HEIGHT OPEN REQ'D: 5.-I S.F. -- A (2) GLIDER G44� 4'-0" 4' 3'-114 0w 74 g �0� 51303640"E 80.00' r — _ — — — — — 51TE PLAN HATCH KEY: son vI PROPOSED BUILDING ADDITION a ~ 0-) :r. 0 _ ® PROPOSED ACCESSORY STRUCTURE W z N J r-I PROPOSED 2ND STORY cv m Q WLA (,5a3 z-.. . O Z J Lo Y FADE <E� : It 0)O O O o- Lo It I I PROJECT LOCATION &SCOPE z m — EXGA\/ATE CELLAR 2�—O", UNDERFIN THE EXISTING FOUNDATION SITE PLAN & ZONING DATA = p COLUMNS z w Sp' REAR SETBACK .J.I I _ _ I — RENOVATE G�LL�R WITH THE ADDITION O� � BULL BATHROOM GENERAL NOTES Q — � WET 8R ENERGY TABLE z � STRUCTURAL DESIGN CHARTS � O PROTECT DATA : z z 4 —OO�J•00 STRAPPING, & NAILING DETAILS m J N wwco FRAMING GRAPHICS Lo r-I PROJECT / ZONING DATA ti _ Lo r0•I � O TAX MAP # 1000-50-2-128 EXISTING CELLAR PLAN ZONING DISTRICT R-40 NO W LOT AREA Ob ACRE5 w I I I Cofo - �+ousE z-7677; 5/27/Ig77 — O •O PROP. CELLAR EXCAVATION PLAN v , w CofO - ADDITION z-20522; 2/06/Igg2 FOUNDATION DETAILS I I I I = U CofO - DECK Z-55215; II/1-7/2011 C -� CofO - POOL z-55q-t1; 1/25/2012 A- 1 Q� .05 PROPOSED CELLAR PLAN Q FEMA FLOOD ZONE X \ r HABITABLE SPACE EXISTING PROPOSED Y a —�Q � ,Q� DESIGN DETAILS BASEMENT AREA O S.F. 777 S.F. TOTAL BEDROOM COUNT 5 5 \ I F- 1 Q 1 .00 PLUMBING RISER DIAGRAMS I� I z o 1 Q {f W I1 I a W W LOT COVERAGEin o z m >- 0 DESCRIPTION (FOOTPRINT) AREA COVERAGE Q o -� a 36.0' I Z a o 24' TOTAL LOT AREA 25 84g.0 S.F. o o ~ EXIST. I EXISTING HOME 1,561.0 S.F. 6.0% W fn IN-GROUND POOL z EXISTING GARAGE 42'1.0 S.F. 1.1% w a z EXISTING POOL 648.0 S.F. 2.5% w Z s o � I� vI I 21 I m2No TOTAL AREA OF ALL STRUCTURES 2656.0 S.F. 10.2% Oda O� wOO 1 Q **MAXIMUM LOT COVERAGE ALLOWED - 20% uW—. "' U. w w I aza8E r an iS , `n w g U- g z o o N 24.0 cn0 � °a � g zWz (Lz O � O I n aQn. aa I� � EXIST. `� I WOOD DECK W T1 N M f { -7 8--� 04 N N N w (DO N N 0 o (0 N 1 I PROJECT: m I EXIST. ISTORY - I � o WD. FR. HOUSE z GAL N z A AKIS 0 RENOVATION 1 I I 6.2' 15.3 12.2' I I 1910 THE LONG WAY EXI T. ADD. EAST MARION, NY, 11939 20.7' I I I 3 r DRAWING TITLE: EX15 . 2 CAR I I I i I� I� OARAGE I I I . ' 9 PROJECT LOCATION &SCOPE I 1 L J I APR 14 2QZ3 � z � IST. SEPTIC ' ..�� SITE PLAN & ZONING DATA >a \ PAGE: G-001m03 W PRpNT S tu •. a ., 1(1 / _- 1 DATE: 12/02/22 1 OF 8 SITE LAYOUT NOTES: s.. I. THI5 15 AN ARCHITECTS SITE PLAN 8 IS " '\0� SUBJECT TO VERIFICATION BY A LICENSED FLrGD At? SURVEYOR. THE INFORMATION / O REPRESENTED ON THIS SITE PLAN IS TO THE �� Or1 _ M. ARCHITECTS BEST OF KNOWLEDGE. r �\ I 0 2. SURVEY INFORMATION HAS OBTAINED LOCATION M �' .Q FROM A SURVEY DATED JAN. 15, Ig81 AND s 1Q:��3 PREPARED BY: L_ O O \ 50ALE: NTS 82 6q� ALDEN H. YOUNG �T ©37,) yo RIVERHEAD, NY IIg01� SITE PLAN I.J 651-127-2505 SCALE: 1" = 15'-0" 513°36'40"� 80.00' _ _ _ _ -. ---- — SITE PLAN HATCH KEY: O ® Q PROPOSED BUILDING ADDITION Lu ® PROPOSED AGGE55ORY STRUCTURE W Z O uu vv N t: PROPOSED 2ND STORY c_vI Im Q w �: � Z O ; u7Z -� OCCUPANCY � �� . a. Lo CY OR I APPROVED AS�`OTED VSE IS UNLA�UFUL O-00 I .00 PROJECT LOCATION & SCOPE Z d' m DATE: -a aaB.p. WITHOUT CERTIFICATE t - EXCA\/ATE CELLAR 21-0��, UNDERFI N THE EXI STI NO FOUNDATION SITE PLAN & ZONING DATA = 0 FEE. BY: OF OCCUPANCY Ix COLUMNS Q W I NOTIFY BUILDING DEPARTMENT AT So' REAR SETBAGiG - RENOVATE CELLAR WITH THE ADDITION OF A FULL E3ATHROOM � ; 00 _ _ _ 765-1802 8 AM TO 4 PM FOR THE ,®® GENERAL NOTES � d. O FOLLOWING INSPECTIONS: 1^IET ENERGY TABLE z 0) W 1. FOUNDATION TWO REQUIRED M ri O I t FOR POURED CONCRETE STRUCTURAL DESIGN CHARTS z � C) 2. ROUGH = FRAMING & PLUMBING COMPLY WITH ALL CODES QF �� ; Q Z 4 3. INSUFINAL NEW YORK STATE & TOWN CODES O-0O5>®® STRAPPING, & NAILING DETAILS m -� N 4. FINAL - CONSTRUCTION MUST AS REQUIR AND CONDITIONS OF w � I I BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE \ FRAMING GRAPHICS SOUTHOLD TOIhN Z � Lo REQUIREMENTS OF THE CODES OF NEW BA I�twJE. �tt�iNO1� Al ~ STATE. YORK NOT RESPONSIBLE FOR SOUTHOLDTOt'VNP r ��\� O Q PLANNING EO!',RO TAX N!AP # .O o O I DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD MAIN TRUSTEES - tJ EXISTING CELLAR PLAN N.Y,S.DEC ZONING D15TRICT R-40 NG W f, LOT AREA O,6 ACRES tY "�' ---•-____._. GofO - HOUSE Z-7677; 5/27/lclt ( .�0 PROP. CELLAR EXCAVATION PLAN W i FOUNDATION DETAILS 'LUMBER CERTIFICATION Gofo - ADDITION z-2os22; 2/o6/1aa2 = J ON LEAD CONTENT BEFORE J Cofo - DECK Z-352a3; 11/17/2011 CERTIFICATE OF OCCUPANCY Q Gofo - POOL Z-35g71; q/25/2012 A— 02 ,QQ PROPOSED CELLAR PLAN SOLDER USED IN WATER EXCEAi SUPED SYSTEM CANNOT FEMA FLOOD ZONE x EED 2110 OF 1° LEAD. \\ I HABITABLE SPACE EX15TINO PROPOSED DESIGN DETAILS BASEMENT AREA 0 S.P. a20 S.F. . TOTAL BEDROOM COUNT 3 3 PLUMBING RISER DIAGRAMS I I I I I I \ea II DESCRIPTION (FOOTPRINT) AREA COVERAGE 36.0' TOTAL LOT AREA 25,54a.0 S.F. 24' EXIST. 11 EXISTING HOME 1,561.0 S.F. 6.0 IN-GROUND POOL I EXISTING GARAGE 427.0 S.F. 1.7% I EXISTING POOL 648.0 S.F. 2.5% v I d TOTAL AREA OF ALL STRUCTURES 2636.0 S.F. 10.2% w � i I '"'"MAXIMUM LOT COVERAGE ALLOWED - 20% N uj QI _ i0 z o N 24.0' a w o ( � EXIST. "—' ( WOOD DECK 46.7 Q PROJECT: m l EXIST. I STORY - Q O ND. FR. HOUSE w G A LA N A z KIS 0 I I RENOVATION tu 1�.3' 6.2' 12.2' I I i # & '% f- ,I' ai D. �e: HE LONG WAY EXI T. i 'k a »°+�' #r.§§ P�` 4't'v ~`° �'.' }. �+<�' :t .'E• e 'ia %:'b'" : aa 'r•'ay��{,'. {v,.y .}>t .am �m ':$ awe '..ae.v. �.,§:. ..`as a„E •� '� 1 EAST MARION NY 1 Ike- x w. " • w,'S -' e gin.,; :,a�• 'is�' x�=.,a:."`` � 3.: �.,� °;�;. 'Y ,'. y,^.•. «_. .,k X",f3 eo yry,� era &'%Z.... i.., ow'1., rD'• pa _.,a $E X A ,d.h>' �; ,. _ '$`' •%KP F�.^ :��, i,�n s'[+d'� e�� h:/� :i"" >pe" 9?>E R c 1 ''g 4 F «. k4"u : Ei;;� 8,''4, •,$s.'R. Y" lF< .�. �� <� :,>!g': $'". DRAWING TITLE: ^" E 2 r, yp ' LOCATION &SCOPE RAGE PROJECT LO A E 4 �:".,: SITE PLAN & ZONING DATA . " F , a � ��,.; ,�.• .A4• \ .>EtE �a :>k•:; w,,s.., / f u�u t'Y E IST. SEPTIC �' a> Y• f Ana :'@ t a` �'�F $� t` x�g a' f. ( ..'. .sir, +y,� •; ''a`. i• I > �+' � �3> ��` '>!,>: da?. <�� :t� ,fw;s""I, �� ;�:,. .P• 3 ':�" ;�'.�, .�.;.: °� E r....`i .,,a�,, ;pn� a. t tV GE: _00 4 b: W i( att 1 m "r e 2 x. a a` we Y� s a4. I 9 Y « h , > �>,.� ":. ....,t.. e. ,..:.n -.. .....�.e a. '^G.„ '•,a'}`Oi .. ''\'off=�Yv :,.T� �,3s �'"!'s "� '�S. } e� "E`` ,sa'A5 ai Y. r? £ > £rc x 3 e ' 8 6^, s., :.�'..r, t �sx < 0: s a. ILIR C, g X .k — S 7' '�a"� 4�:a r :i" '�'i :`gip - t r �. �� 'a - ."r;' �; fit• ;#;«'�3�.y,�r ,,i �} OF 8 f S s, .x. n `# m: 5;,.. '.� ate.\ `F�� "'.4, s i�,.. :�. ,u�N' 111 't a s �p� �:<'� ��, .�,�� _�: .� ^� �+>...':� ,,.,5r� a `? � e. '�: £�: �. .'�r , :Fa<� \.�.' >q �� `.�" �':' � �r. .>x DATE: 02 09 22 >n sA ..$„' ��:�" `s, � ::`.<�:� � ''� ...< r > ji �> a , v 2' > r y. r I 'f `p� :#� ...t .,^C �. f: n� y Z r l' 3, 6"•r .A " i SITE LAYOUT NOTES: 'x<: �..t. e I : , \ ti xa . I. THIS IS AN ARGHITEGTS SITE PLAN 8 IS D L A' ..<_ ' `$'' SUBJECTTO VERIFICATION Y I d� 11 N' C B A LICENSED s, - ``'"'L x � r. \: >, \, ' ^.a v :>> fY' s; SURVEYOR E NFO MATION `�.zz >'TH I R ..., «" \ 3: �r .,a. , \. REPRESENTED ON THIS SITE PLAN IS TO THE k. �t o `� 3= �. Z T` > : ARCHITECT'S BEST OF KNOWLEDGE. � � _ ✓, .. a ;. , ...a,. <,.� :sr,,:- „ 1d y{;.'".:a' ,. .� ... °�'; r,i. ":lat': e f! Y ly I � 2. SURVEY INFORMATION WAS OBTAINED " : :- 11 �`� � \ ` r PREPARED BY: DATED JAN. 13, 1981 AND � � l ��FROM A LOCATION MAP �. �, 0-" L_g 30 00' 50ALE: NT5 � 2.69, ALDEN W. YOUNG F 400 05TRANDER AVE. G PLAN I RIVERHEAD, NY I IQOI SITE TE PL /l I�l 631-727-2303 l"t � -- SCALE: I" NOTES � SPE_G I F I GATE ONS CARPENTRY FOUNDATION, CONCRETE, AND MASONRY GLASS WINDOWS AND DCORS ABBRE Y I AT I O NS I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 8 BETTER (Fb = 875) UNLESS I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT 1. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER OTHERWISE NOTED. APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE Q V TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRAGTOR'5 RESPONSIBILITY TO READ ALL NOTES, SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS O BD. BOARD INSUL. INSULATION I- 2. GLA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER 0 cn SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN THE FIR57 AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. CLEARANCES ARE PROVIDED. BFE BASE FLOOD ELEVATION ENT. INTERIOR W Z O 8 MIN. FOUNDATION EXPOSURE. W CV 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, LJND15TURBED SOIL 3. ALL SLIDING GLASS DDOR5, SKYLIGHTS, AN ANY GLA55 UNIT INSTALLED _I T-I GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO WITHIN 15" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, BLDG. BUILDING K KIPS (1000 LBS) e-I I. NO WORK To START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEALANSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. UNLESS OTHER W WISE NOTED. BM BEAM MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATIONS Q W �. APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHT5 WITH THE EXISTING STRUCTURE. 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS 4. ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH m z 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TE00" OR OTHERWISE NOTED MANUFACTURER'S 5PECIFGATION5. B.O. BOTTOM OF -11 MAX. MAXIMUM ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GE EQUAL. NERAL CONTRACTOR. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW PORK STATE BOT. BOTTOM MECH. MEGHANIGAL -� = z 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWING5, U.O.N. ENERGY CONSERVATION CAULKED AND CODE. J I- J 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN B.O.W. BOTTOM OF WALL MIN. MINIMUM F- Lo Y FLOORS, ROOFS, AND WALLS. 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS AND AUTHORITIES HAVING JURISDICTION. UNTIL 151 TIER OF FRAMING IS IN PLACE. b. PROVIDE FLASHING PANS UNDER ALL 5LIDIN6 GLA55 DOORS, WINDOWS, OR W 0) O 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, P05T5, AND BATH TUBS, G.J. CEILING JOIST NAVD88 � NORTH AMERIGAN VERTICAL DATUM OF laa& 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN b OF AN EXTERIOR SURFACE. U.O.N. 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. m OF THE OWNER/BUILDER 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL COL. COLUMN NYC, BC NEW PORK CITY BUILDING GODS 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2 BEARING 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. CONT. CONTINUOUS O.G. ON CENTER Z 5. ANY OMISSIONS OR DISGREPANGIE:S OF PLANS AND/OR JOB CONDITIONS11 SOLID WITH CONCRETE. SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 5. MIN. HEADER TO BE (2) 2"xIO" UNLESS OTHERWISE NOTED. 6. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS WITH THE WORK. q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 0-005. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. DBL. DOUBLE OGG. OCCUPANCY q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH DFE DESIGN FLOOD ELEVATION �PB-FE PRELIMINARY BASE FLOOD ELEVATION Q W 6. NO DEVIATIONS OR CHANGES TO HE STRUCTURAL SYSTEM SHALL BE MADE P.T. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 UNLESS APPROVED BY THE ARGHITECT/ENGINEER. DAY5 OF 4,000 P.S.I., U.O.N. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE .J l0. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH DIM. DIMENSION P. GONG. POURED CONCRETE ..I CLO 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE G-o03. GENERALLY, SHEATHING I5 OF 1/2" THICKNESS ON WALLS AND 11. GONG. SLAB5 TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE BEFORE THE START OF FRAMING ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, D.J. DECK JOISTS PL. PLATE Z FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS J 'ri a. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. REQUIREMENTS. IEA. EACH PLYWD. PLYWOOD �!c ri p q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ELEV. ELEVATION P.T. 1 PRESSURE TREATED Z 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 5-005 AND GLUED, U.O.N. (1) WALL TIE PER (5) 50. FT. TEMPERED GLASS. EQUIPMENT ,11 Q Z ri EQUIP. REQ'D REQUIRED m J CV CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 11• EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. W W (D APPROVED EQUAL. MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE EXIST. EXISTING Rl RISER Lo Ix r-1 II. THESE SET OF DRAWINGS ARE THE: PROPERTY OF ANTHONY PORTILLO, RA MISSILE TEST OF A5TM Elgclb AND A5TM EI886 AS MODIFIED BY 202o NY5 Br- AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET EXT. EXTERIOR RM. ROOM O Q UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. FROM FOOTING TO 2 ABOVE FINISH GRADE. PERMISSION FROM THE ARCHITECT. THE REQUIREMENTS OF AN APPROVED IMPACT-RE515TANT STANDARD OR -ri _J O AN51/DASMA 115. F.A.I. FRESH AIR INTAKE ROOF RAFTER R.R. 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' CRO55 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS 16. NO CONCRETE OR MASONRY WORK I5 TO BE PERFORMED IN TEMPERATURES RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY 5'-0". OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENGINEER. NO 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH FAR FLOOR AREA RATIO STL. STEEL A THICKNESS OF NOT LESS THAN " AND A SPAN OF NOT MORE THAN 8' SHALL CONCRETE SHALL BE PLACED ON FROZEN SURFACES. BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND F.A.V. FRESH AIR VENT S.V. - I SMART VENT W 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE :. G-005. 11. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ATTACHED TO THE FRAMNG SURROUNDING THE OPENING. PANELS SHALL BE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL ARCHITECT/ ENGINEER. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FF FINISHED FLOOR TBD TO BE DETERMINED �, TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE F- RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK NECESSARY. le). PROVIDE BITUMINOUS JOINTS BETWEEN SLAB5 AND FOUNDATION WALLS AND R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS W BROOM GLEAN. WHERE EVER APPLICABLE. CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 5-005. ON THE BUILDING. F.J. FLOOR JOISTS THK. THICK = J LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A F J AND ORDINANCES. 16. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. MIN. 10" DEEP PROJECTING 6" ON EACH 51DE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. CONCRETE 5LA55 TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD Q THE SUB-GONTRAGTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER ... COMPLETION OF PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED PLUMBING FR. FRAME 11 TYP. ] TYPICAL :....: : .: AS PER PAGE 0-005. AS IN SOLID 8 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. lb" WIDE x 8" I. CONTRACTOR SHALL IN5TALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) _ 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, DEEP B 3'-0" BELOW GRADE. SYSTEMS TO NYE, PLUMBING ODE AND NYS DEC REGULATIONS. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN AGAINST ALL CLAIMS, DAMAGES, L055E5 AND EXPENSES, INCLUDING ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. FTC. FOOTING VERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER gin. THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD NON LOAD BEARING INTERIOR METAL STUD FRAMING. 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, AND AT BASE OF VERTICAL WASTE PIPES. INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER I. GENERAL: THE INSTALLATION REQUIRED FOR THE VARIOUS DRYWALL DOWN W/ WITH ITSELF INCLUDING THE LOSS OR USE 'RESULTING THEREFROM). (B) IS CAUSED MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, SYSTEMS SHALL BE IN ACCORDANCE WITH U56 "SYSTEMS FOLDER 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT Ila" PER ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, SA/cI23-IggO", AETM 0754 FOR METAL SUPPORT INSTALLATION, AND A5TM G FOOT. WHOLE OR IN PART BY ANY NEGLIGENT UL T OR OMISSION ). THE B HDR HEADER ND. CONTRACTOR, ANY SUBCONTRACTOR., ANYONE DIRECTLY OR INDIRECTLY WOOD ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. 540 FOR GYPSUM BOARD APPLICATION AND FINISHING. EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: 2. PARTITION FRAMING: ERECT FRAMING PLUMB AND TRUE WITHIN 1/8" IN 12'-0". 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: HNGR HANGER ZR - � ZONING RESOLUTION BE LIABLE REGARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A - DISH WASHER.........................................2" DEGREES AND DOUBLED OVER TO FORM 3/Ib PARTY INDEMNIFIED HEREUNDER. "A. TRUSS JOIST MGMILLIAN 1.01E MICROLAM 3. STUDS AND RUNNERS: SCREW TYPE, ROLL FORMED, CHANNEL SHAPED - KITCHEN SINK........................................2" HOR. HORIZONTAL IF I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING B. GEORGIA PACIFIC 2.OE G-P LAM - LAVATORY..............................................2" SECTIONS, A5TM G 645, WITH FLANGE EDGES OF STUDS BENT BACK CIOP5L (PARALLEL STRAND LUMBER) DENOTES: MINIMUM LIP (RETURN), 20 GAUGE - 5HOWER/TUB.........................................2" CK-HORK, FRAMING, NAILINO, PLACING A. TRUSS J0157 MGMILLIAN 2.OE PARALLAM - TOILET.......................................................3" OFTCONCRETE, ETC,.NOT LIMITED ARETO BE CAREFULLY SUPERVISED GALVANIZED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEG.'s AND BOTTOM I CUTOUTSTH TTOM RUNNERS AND CALL A LESSOR ES REQUIRED FOR A COMPLETE P - LAUNDRY ................................................2" TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, INSTALLATION AS RECOMMENDED BY THE MANUFACTURER. ALL ACCESSORIES - FLOOR DRAB,..........................................3" I � S I I A 7 I O I � FENESTRATION E�I E S TRAT I O 1� I E G U I RE�E 75 APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL TI IN ACCORDANCE WITH THE WOOD SHALL HAVE A GALVANIZED COATING. TOP RUNNER TRACK FOR PARTITIONS I `ti l�J� I `l I �t I I lam( I �l AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, EXTENDING TO STRUCTURE ABOVE SHALL BE DEEP LEG TYPE. 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" AUTHORIZATION OF THE ARGHITEGT/E:NGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S THROUGH ROOF. CODE EVALUATION REPORT. 4. FURRING CHANNELS: 7/8" DEEP, 25 GAUGE ROLL FORMED GALVANIZED HAT Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS SHAPED SECTIONS. -T. PROVIDE FROST-PROOF HOSE 5I55 WITH EASILY ACCESSIBLE DRAIN B PROPOSED DESIGN CODE PRESCRIPTI\/E VALUE NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF 50LIP SAWN RAFTERS SHALL DRAIN COCKS AS REO'D.HOSE BIB5 SHALL BE PROVIDED WITH BACKFLOW COMPONENT ES I ES PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 5. FURRING CHANNEL CLIPS: HEAVY GAUGE GALVANIZED WIRE CLIPS BY THE PROTECTION. VALUE CITATION (PER 2020 NYSECCC) OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL MANUFACTURER OF THE FURRING CHANNELS USED. 20. CONTRACTOR TO REMOVE 8 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT 6. ALL PARTITIONS SHALL BE ALIGNED ACCURATELY ACCORDING TO a. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED WITH BACK FLOW PROTECTION. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE PARTITION LAYOUT. FLOOR AND GEILING RUNNERS SHALL BE ATTACHED 161 O.G. U-VALUE = 0.25 MAX. U-VALUE = 0.52 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 7 STUDS SHALL BE POSITIONED VERTICALLY IN THE RUNNERS, SPACED NO q• THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL FENESTRATION U-VALUE AIR LEAKAGE = 0.50 GFM/SF MAX. AIR LEAKAGE = 0.50 GFM/SF YES SPECIFICATIONS, UNLE55 NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE GREATER THAN Ib" O.G. OR AS OTHERWISE NOTED. ANCHOR ALL STUDS HEALTH DEPARTMENT STANDARDS AND REGULATIONS. PER R402.4.3 8 TABLE R402.1.4 - CLIMATE ZONE 4 LOCATED ADJACENT To DOOR FRAMES PARTITION INTERSECTIONS AND MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR 22. PROVIDE FIREBLOGKING AS PER NEW YORK AGGE551BIL1TY STANDARDS. CORNERS TO RUNNER FLANGES WITH 5CREW5 OR OTHER POSITIVE ENGAGEMENT TO CONGEALMENT OF PLUMBING. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED PERIMETER BASEMENT MIN. R-VALUE = 13 (CAVITY) HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE THROUOH EACH STUD FLA O A D RUNNER FLANOE. USE FULL LENOTH SPLICING OF STUD 5 SHALL NOT STUDS STEEL 5TUP WALL R-13 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/8 BETWEEN FLOOR AND TO THE EDGE OF THE STUD. II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRo55-SECTION. PERMITTED. COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. NO NOTCHING AND BORING O� STRUCTURAL MEMBERS SHALL BE PERMITTED a. ISOLATE STUD SYSTEM FROM TRANSFER OF STRUCTURAL LOADING TO NOR ANY POTENTIAL DAMAGE THEREOF. COMPLIANCE STATEMENT: 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE SYSTEM BY USE OF DEEP LEG TOP RUNNERS. TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFE5510NA.1. JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN CONTRACTORS ATTENTION IS DIRECTED To THE APPLICABLE DETAILS, GORES AND REFERENCE STANDARD:_ COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE). I. ALL NEW WORK PERFORMED SHALL_ CONFORM TO THE 2020 NEW YORK NOTES, AND TABLES ON PAGE 0-005 b 0-004. THE FASTENING SCHEDULE q. ALL DOOR OPENINGS SHALL BE DOUBLE STUDDED TO COMPLY WITH N STATE BUILDING GORE, 2020 NEW YORK STATE RE51DF-NTIAL CODE, 2020 SPECIFIES THE REO'D NAILING FOR THE SHEATHING(ANY NAILING "GYPSUM CONSTRUCTION HANDBOOK" PUBLISHED BY USG. DOUBLE STUDS OP NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING SHALL BE SECURELY ANCHORED TO THE JAMB AND HEAD ANCHOR CLIPS OF ELECTRICAL: w STATE ENERGY CONSERVATION CONSTRUCTION CODE. SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED EACH DOOR FRAME BY SCREW ATTACHMENT, I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS k MANU. SPEG.'s). TO 201'7 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE 10. INSTALL SUPPLEMENTARY FRAMING, BLOCKING AND BRACING FOR 0 2 R:. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. SUPPORT AND ATTACHMENT OF WALL MOUNTED CABINETS, FIXTURES, EOUIPMENT, ENERGY CONSERVATION CONSTRUCTION CODE. WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME AND 51MILAR WORK. COORDINATE THE LOCATION OF FRAMING, BLOCKING AND CONSTRUCTION MANUAL BY THE AMEIRICAN FOREST $ PAPER ASSOCIATION 26. COLUMN BEARING AS FOLLOWS: 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON (AF4PA) AMERIGAN WOOD COUNCIL ('AWL). WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, BRACING IN WALL AND PARTITIONS FOR WALL MOUNTED EQUIPMENT AND COMPLETION OF WORK. TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. FURNITURE FURNISHED BY TENANT. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/ STEEL SHIMS $ A MIN. 3/4" OF NON-SHRINK GROUT. 11. GYPSUM BOARD APPLICATION AND FINISHING: COMPLY WITH USG 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: PLUMBING CODE. SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG F-XPAN51ON BOLTS ® "SYSTEMS FOLDER 5A/1123" AND A5TM 0840. - GENERALLY, VERIFY OR PROVIDE HARD WIRED w EXIST. WALLS 8 12" LONG HOOKED BOLTS a NEW FOUND. WALLS). FOR ANY SMOKE DETECTORS w/BATTERY BACK-UP IN: Q 4. ALL MECHANICAL WORK SHALL CONFORM To THE 2020 NEW YORK STATE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" 12. INSTALL EXPOSED GYPSUM BOARD WITH FACE SIDE OUT. DO NOT INSTALL p MECHANICAL CODE AND 2020 NEW PORK STATE FUEL GAS CODE. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED a POSTING, U.O.N.). IMPERFECT, DAMAGED OR DAMP BOARDS. A. EACH SLEEPING ROOM TABLE R50I .-7 HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE CLIMATIC OEOORAPHIG DESION CRITERIA 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ 13. LOCATE EITHER EDGE OR END JOINTS ON SUPPORTS. POSITION BOARDS 50 B. OUTSIDE OF EACH SEPARATE SLEEPING ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: GORE, NFPA 70 AND 2020 NEW YORKW : STATE ENERGY CONSERVATION STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, THAT LIKE EDGES ABUT, TAPERED EDGES AGAINST TAPERED EDGES AND AREA IN THE IMMEDIATE VICINITY OF MILL-GUT OR FIELD OUT ENDS AGAINST MILL-GUT OR FIELD GUT END5. DO NOT CONSTRUCTION CODE. U.O.N. WITH TOP GAPS a STEEL COLUMNS TO BE MIN. V4" BENT PLATE &" LONG PLACE TAPERED EDGES AGAINST GUT EDGES OR ENDS. STAGGER VERTICAL THE BEDROOMS (GENERALLY THE HALLWAY) GROUND SNOW LOAD 25 LBS '` c GENERAL WIND PROTECTION CONNECTION NOTES: w/6" RISE 8 w/ (2) s/4"m BOLTS THROUGH CENTER LINE OF VERTICAL LEGS JOINTS OVER DIFFERENT STUDS ON OPPOSITE 51DE5 OF PARTITIONS. G. EVERY LEVEL OF DWELLING ALLOWABLE GALANAKIJ SET 6" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-005. 14. SCREW ATTACH GYPSUM BOARD TO SUPPORTING MEMBERS. SPACE (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC.) STRUCTURAL MEMBER DEFLECTION BASIC, WIND SPEED 150 MPH RENOVATION_ADAPTED FROM STANDARD FOR HURRICANE RE SISTANT RESIDENTIAL FASTENERS IN GYPSUM BOARDS IN ACCORDANCE WITH REFERENCED RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B CONSTRUCTION;55TD 10-qq AND 2018 SEC HIGH WIND EDITION WOOD FRAME STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. L/150 CONSTRUCTION MECHANICAL CONNECTIONS: W/ NO FINISHED GEILING ATTACHED TO RAFTERS I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALL5, 15. SOUND INSULATION: FILL ALL VOIDS IN PARTITIONS AND WALLS INDICATED SEISMIC DESIGN CATEGORY B FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 1. ALL MECHANICAL CONNECTIONS SPECIFIED A5 'SIMPSON" MAY BE USING BATT OR BLANKETS IN AS LONG LENGTHS AS POSSIBLE. ALL INSULATION MECHANICAL, FUEL GAS: SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. SHALL BE SECURELY HELD IN PLACE BY FRICTION, OR BY TYING TO PREVENT INTERIOR WALLS 4 PARTITIONS H/I80 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT SAGGING AND EVENTUAL GAPS. OUT AND PACK INSULATION CAREFULLY I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/THE WEATHERING SEVERE 1910 THE LONG WAY INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED AROUND ALL OBSTRUCTIONS TO PROVIDE COMPLETE AND CONTINUOUS SEAL. NY5 MECHANICAL CODE AND FUEL GAS GORE FLOORS 4 PLASTERED CEILINGS L/360 BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. BY SIMPSON MANUFACTURER. FR05T LINE DEPTH 5'-0" EAST MARION, NY, 11939 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXP05ED 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES GYP5UM WALL BOARD ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORRO5ION IN COASTAL INDICATED IN SIMPSON PRODUCT LITERATURE. THERE MAY BE SEVERAL I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT AREAS SHALL BE 5TAINLE55 STEEL OR HOT DIPPED GALVANIZED. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY DRAWING TITLE: „ COMPOUND METHOD. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 LOADING VALUES ARE LE55 THAN WHAT IS SPECIFIED BY 'SIMPSON" ICE BARRIER REQUIRED YES GENERAL NOTES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED WALLS AND CEILING, UNLESS AT BATHROOMS AND WHERE EXTERIOR WALL5 - WIND LOADS W/ BRITTLE FINISHES L/240 OTHERWISE NOTED. WATER RESISTANT 2. ALL GYPSUM BOARD SHALL BE I/2" ON PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS DEEMED APPLICABLE ENERGY TABLE . AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILING AND WALLS RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER IS b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SPECIFICATIONS OF THE PRODUCT BEING INSTALLED IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING RAFTERS EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY CONCRETE PANELS OF 5/8 THICKNESS MINIMUM. STRUCTURAL DESIGN LOADS PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. ARCHITECT 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS G-002m00 16" WITHIN 4' OF EXTERIOR CORNERS. HANGER SHALL BE ALLOWED TO BE 5UB5TITUTED WITH A TOP MOUNTED TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. USE LIVE LOAD DEAD LOAD BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED ALL OPENINGS. EXTERIOR BALCONIES 40 psf IS psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE G-005. DECKS 40 psf 15 psf PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN GONCRETE/MASONRY INSULATION DATE: 02/09/22 2 OF S FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED PASSANGER VEHICLE GARAGES 50 psf AS PER PLAN AND AT SPACING NOT EXCEEDING 4' ON CENTER. FIBERGLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. FOIL TO BE PLACED TOWARD WARM SIDE. ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 4211) 10 psf 15 psf 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf IS psf SITE WORK CONTRACTOR OR OWNER. GARS SHOULD BE TAKEN NOT TO DAMAGE I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR FOUNDATION WATERPROOFING, ROOMS OTHER THAN SLEEPING ROOMS 40 psf IS psf 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: D RECEIVE CLARIFICATION FROM ARGHITEGT/ENGINEER PRIOR TO PROCEEDING. W6 - q R-30 FOR FLAT CEILINGS SLEEPING ROOMS 30 psf IS p C 5f 5 - 8.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS y0 - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION STAIRS 40 psf 15 psf \ 3. EXCAVATE AND BACK FILL FOR HORK INDICATED ON DRAWINGS. - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING _ 5.25" R-21 FOR FLOORS mot. I+ y SITE. STOCKPILE ALL EXCAVATED MATERIALS. GUARDRAILS AND HANDRAILS 200 psf IS psf $ ''�1`� c 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE R0075, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL T-4AT 15 UNSUITABLE ROOF LOADING (LIVE GROUND SNOW LOAD) 25 psf 12 psf FOR ATTIC N `• :'lti;, .rx:�-r" �;- FOR BACK FILL MATERIAL SHALL BE: REMOVED FROM SITE. P 15 psf FOR LATH. }, 0 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASCE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER 5TRUGTUREW d O Q � W Z O J r-I W Q W >: Cr- Z O Z J I F- J I (3) O n- LA Ix }- O H ci QW J J 00 Z � (D e-I � 0 Q Z e-I V- w (D I� LA SCREWS EACH SIDE O AS REQUIRED SCREWS AS REQUIRED JAMB,SIZE AND SCREW - 6AU6E AS REQUIRED ATTACHMENT CLIP TRACK FLANGE AT LAP JOINT — — u W �12 MIN. TRACK PIECE,SIZE AND 6AU6E AS REQUIRED,SCREWS TO JAMB TRACK d BOXED HEADER AS REQUIRED STUD,SIZE AND 6AU6E AS REQUIRED SCREWS AS REQUIRED V W FINISH F- _ = J STUD - I-I/2"x 1-I/2"x Ibga.,CLIP ANGLE U J SCREWS A5 REQUIRED FASTENED K/(4)#10-16 SCREWS AS SHOWN: ANGLE LENGTH SHALL NOT BE Q 50REN5 AS REQUIRED LE55 THAN STUD DEPTH,MINUS 1/2" SUPPORT CLIP W/ 5GREN5 AS REQUIRED 77777777777 . .. , BOXED HEADER,SIZE FINISH AND GAUGE AS 6AU6 I-I/2"x Ibga.,U-CHANNEL E I Np,51ZE REQUIRED BRIDGING SPACING AS REQUIRED REQUIRED .. Lam._... TYPICAL STUD,SIZE AND 6AU6E AS REQUIRED k k � CRIPPLE STUD INFILL STUD INFILL STUD { CRIPPLE STUD k k k CRIPPLE STUD k k HEADER TRACKS INFILL STUD k k k HEADER TRACKS f TRACK PIECE 50RENS AS BOX HEADER TRACK PIECE REQUIRED / HEADER TRACKS BOTTOM CHORD OF TRU55 JAMB / { JAMB TYPICAL TRACK SIZE AND JAMB TRACK PIECE GAUGE AS REQUIRED ANGLE CLIP TRACK PIECE CRIPPLE STUD STUD,SIZE AND CRIPPLE STUD SILL STUD PIECE,SIZE AND 6AU6E AS 5ILL SCREWS AS 6AU6E AS REQUIRED REQUIRED REQUIRED k f k k INFILL STUD NON-LOAD BEARING WALL, _ GOPEFLAN6E5 OF SIZE AND GAUGE AS REQUIRED INFILL STUD CRO55 SGRE BOTH A5 REQUIRED ADDITIONAL NDHORA6E STUD AS REQUIRED ON SIDES ADDITIONAL ADDITIONAL m JAMB ANGHORA6E ANCHORAGE 4- + JAMB a JAMB 5CREWS AS REQUIRED N BASE TRACK H Z Lu BASE TRACK F- O >U W LU F- Q 0 PROJECT: GALANAKIS CRIPPLE STUDS,SIZE AND CRIPPLE STUDS,SIZE AND BOX HEADER,51ZE AND RENOVATION GAUGE AS REQUIRED 6AU6E AS PER PLANS GAUGE AS PER PLANS NOTE: WEB STIFFENER A5 REQ'D. ALSO PROVIDE WEB ® EACH END INSTALL STIFFENER a EVERY ON OUTSIDE AS SHOV4N CLIP ANGLE W/SCREWS,51ZE TOP TRACK.SIZE AND TOP TRACK,SIZE OR ON INSIDE OF GIRDER JOIST CONNECTION 1910 THE LONG WAY AND 6AU6E AS REQUIRED 6AU6E AS REQUIRED AND 6AUOE AS 'SQUIRED EAST MARION NY 11939 (I) # SUPPORT CLIP, 10-16 SCREW HEADER,SIZE JAMB,SIZE AND 16" O.G. GAUGE SCREWS AS REO'D. AND 6AU6E AS 6AU&E AS REQUIRED JAMB,51ZE AND THRU RIM TRACK REQUIRED JAMS,SIZE AND 6AU6E AS REQUIRED INTO JOIST FLANGE DRAWING TITLE: INSTALL STUDS GAUGE A5 REQUIRED GIRDER PER PLAN W/ 3-1/2" MIN. WITH SAMEDIMEN51ON JAMB,SIZE AND STRAPPING, & NAILING DETAILS FOR 5RID61N6 ALIGNMENT 6AU6E AS REQUIRED SILL,SIZE SILL,SIZE BEARING ON EACH END AND GAUGE AND GAUGE AS FRAMING GRAPHICS AS REQUIRED REQUIRED TYPICAL STI)D5,SIZE AND 6AU6E A5 REQUIRED \\ PER PLAN TYPICAL STUDS,SIZE � � RIM TRACK TYPICAL WALL STUD,SIZE AND GAUGE AS REQUIRED I �\ AND 6AU6E AS REQUIRED BASE TRACK,SIZE AND PAGE: OM TRACK,SIZE AND GAUGE AS REQUIRED v •, p SCREN(5)ON EACH SIDE B0�6AUCE AS REQUIRED BLOCKING AS REQUIRED OF STUD AS REQUIRED \/ GONG. / G.M.U. WALL G-003mOO JOIST PER PLAN DATE: 02/09/22 3 OF 8 (5ENERAL 5),00I " I50L <E : Q U EXISTING TO BE DEMOL-15HF-D NEW PARTIAL HEIGHT Z — HOOD FRAME (L.G. STL. W N WHEN APPL I GABLE) _j Tq � W Tq� EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION HALL Q W >_ STL. WHEN APPLIGABLE) / O Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" 5TRUGTURAL z HOOD FRAME (L.O. STL.. POST FOR 4" HALLS F- J HHEN APPLICABLE) (MIN. (2) 2"x6" 57RUGTURAL Lo POST FOR 6" HALLS), U.O.N. 0 NEW 2-HR FIRE RATED a- C) o WOOD FRAME (L.G. STL.. cr WHEN APPLICABLE) ZiWe m O 2 Q Z � Q W _j J 00 Z ci � O QZ %�i U- wcfl I IIX LO TA O W w D CU Lu ~ U It Q �3 1 W H t ' WA5EE _ I PIPE I FLOOR II I DRAIN 6 EX15T. WATER HEATER TO BE REMOVED$REPLACED 5`7 GL6. j HGHT. I I r I I I 6'I" GLG. ' F HOHT. VERIFY EXCAVATION AROUND EX15T. AS L� 5'4" TO CHIMNEY FOUND. WITH ENGINEER B 6.G. FURNACE/ DUCT— — — — — — — — — — — — — — — — — . AIR HANDLER 411" TO DUCT � I r — — I F— 7 O CHIMNEY FOUND. m — F �I0 _ UP II) i L� L EXIST. COLUMNS AND I FOOTIN65 WILL BE dJ N (I ) r i " REPLACED101 AS PER PAGE -1'-I" EXIST. CELLAR SLAB I 5'4" TO in TO BE REMOVED 8 EXCAVATED DUCT EXISTING STRUCTURE d MECHANIGALS II TO REMAIN (SEE PA6E A-101) I Z Lu AF _7 mF N I 0 H6HT. L�(I—J I U � I � iy 62" TO VERT. PqATER BEAM PE 4 0�THRML I �tLu r EXPN. I . r 0 TANK E ABOVE OIL TANK PROJECT: GALANAKIS Ll RENOVATION 14'-0" 20'-4" 1910 THE LONG WAY EAST MARION, NY, 11939 DRAWING TITLE: EX I ST I NO CELLAR FLAN EXISTING CELLAR PLAN SCALE: 114" = I'-O" PAGE: A-1 OOmOO DATE: 02/09/22 4 OF 8 K• A OE NE Ahs,L 5"*r I " I50L <E*4"r � U NEW PARTIAL HEIGHT Q ~ EXISTING TO BE DEMOLISHED W Z O WOOD FRAME (L.G. 5TL. LLJ 04 O EXISTING TO REMAIN WHEN APPLICABLE) J Tq W NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q W >- ' 5TL. WHEN APPLICABLE) Z NEW I-HR FIRE RATED ® _ >- MIN. (2) 2"x4" STRUCTURAL POST FOR 4" WALLS WOOD FRAME (L.G. STL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL I- s Ln Y P05T FOR b" WALLS), U.O.N. O NEW 2-HR FIRE RATED O O O WOOD FRAME (L.G. 5TL. Lo m WHEN APPLICABLE) Z O = p B A G B A G B A G B A G B A G B A Z FOUNDATION PLAN NOTES - - Q W TYP. 5TL. COL.: N I - - - - - - - - - - - - - - - - J 00 O SEE NOTED DETAIL AS PER PLAN (TYP) ,f� 1 G > O B 3 5 1 ( I 'J H OIS"xi5"x12" DEEP P. GONG. PAD FOOTING I I - AS PER NOTED DETAIL (TYP) - Z � 4 Ib"x24" DEEP P. GONG. FOUNDATION UNDERPINNING B Q Z ' °- cilll i I � I I � Lu CD J cV O AS PER NOTED DETAILS $ NOTES (TYP). LENGTH OF I II I I I 1 I LD cr r"1 EACH PINNING 50" UNLESS OTHERWISE NOTED IN PLAN II - NEW REINFORCED P. GONG. SLAB (SEE DETAILS) A ~ a b " m 1 Lf- � � I I � � O4 I. NEW 4" THK. P. CONC. SLAB w/b"xb"-I0/10 W.W.M. UPON A - - 2. 4" (MIN) GRAVEL BASE UPON 3. b MIL POLY VAPOR BARRIER G TEMPORARY 5HORIN0 TYP. VERIFY EXCAVATION AROUND EXIST. I I W O5 SEQUENCE EXCAVATION AND COLUMN REPLACEMENT AS B I I LC EY FOUND. WITH ENGINEER a 6.0. 1 - Lu NECESSARY. USE SHORING d GRI55IN6 AS DE-TAILED (SEE 2 Lu DETAIL "3 A-101"). VERIFY LOCATIONS WITH ENGINEER $ G.G. - _ WINDOW F2EPLAGEME1yT A-101 - - bO EXISTING WINDOW TO BE REMOVED. 55 IIOPENING TO BE ENLAROEM TO FIT PROPOSED WINDOW. II(SEE PROPOSED PLAN 8 WINDOW SCHEDULE) I I I F**WORK SEQUENCE TO BE DETERMINED BY ENGINEER 8 6.C. CHIMNEY FOUND. A4' a'-4"� I - L � A DEMOLITION NOTE: 5'-O" �I' 4'-OL - - J 10'-101, PROVIDE SHORING AND SUPPORT TO ALL AFFECTED N STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT I G a 1 OF ANY DEMOLITION OR CONSTRUCTION. B 3 A-lol 1 1- 1- TEMPORARY SHORING/DEMO 5EG2UENGING NOTES: I. INSTALL TEMP. POSTS 4 GIRDER PER DEMOLITION PLAN d PER DETAILS. G 5 >-o< 1 I g 2.REMOVE EXIST. 61R:DER. 1 3.INSTALL NEW GIRDER PER PROPOSED PLANS;SECURE 3 EXIST. FLOOR JOISTS TO NEW GIRDER. I I II I I I I- 7 I 5 F A 4.REMOVE TEMP. POSTS 8 GIRDERS. II I 1 I I tV A I III I L� I PROP. CELLAR SLAB TO L BE 2' LOWER THAN EXIST. FOUNDATION UNDERPINNING SEQUENGIN6 NOTES: I 1 II I I 8 -1- J C I I. EXCAVATE TO SPECIFIED DEPTH 8 WIDTH TO UNDERMINE PORTIONS OF FOUNDATION WALL AT o AREAS INDICATED "A" AS PER PLANS AND DETAILS. rn 2.POUR "A" UNDERPINNIN65 AS PER PLANS AND B I I 3 L DETAILS. 4 fiB 3.ALLOW "A" UNDERPINNINGS PROPER TIME TO CURE BEFORE CONTINUING SEOUE:NGE. 4 fi - - - - - - - - 4.EXCAVATE TO SPECIFIED DEPTH 8 WIDTH TO UNDERMINE PORTIONS OF FOUNDATION WALL A- AREAS AREAS INDICATED B AS PER PLANS AND DETAILS. m I A B G II A B G A B II G A I m A S. POUR B UNDERPINNIN65 AS PER PLANS AND 1 - - - - - .�-2-2 .K-2-22-2"�• 2-2'�!�-2-2 - - - - - - DETAILS. b.ALLOW "B" UNDERPINNIN65 PROPER TIME TO CURE A BEFORE CONTINUING SEGUE:NGE. B G A B IG B G A I B I G 4.EXCAVATE TO SPECIFIED DEPTH 8 WIDTH TO UNDERMINE: PORTIONS OF FOUNDATION WALL AT AREAS INDICATED "C" AS PER PLANS AND DETAILS. 5. POUR "G" UNDERPINNIN65 A5 PER PLANS AND DETAILS. b.ALLOW "C" UNDERPINNIN65 PROPER TIME TO CURE. SOIL BEARING CAPACITY NOTE: STRUCTURAL DESIGN OF FOOTINGS ASSUMES A 501L BEARING CAPACITY OF 15TONS/S.F. N POURED CONCRETE AND STEEL REINFORCEMENT NOTES: z Z W I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT FROFOSEI� CELLAR EXCAVATION FLAN FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND 0 O DOWNWARD FROM THE BOTTOM OF EX15TINO ADJACENT FOOTINGS V SCALE: I/4" = I'-O" 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION SHALL BE DEWATERED. THE POUR SITE SHALL REMAIN DRY FOR m ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER ENCOUNTERED w 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS Q 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED PROJECT: CARBON STEEL A5TMA615 GRADE 60. WWM FOR SLABS DO NOT NEED TO BE EPDXY COATED EXIST. F.J. b. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS �EXISTINSEXT.KALL PER PLAN ALANAKIS SHALL BE STAGGEREDRENOVATION -1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN PLACE AT TIME OF POURING 8 MAINTAIN RE:OUIRED CLEARANCES, G COVERAGES, AND PLUMBNESS EXISTING FLOOR STRUCTURE 5. CEMENT VENT SCRETE ALL CONFORM TO ASTM 0-55 FOR STANDARD WE16HT 1910 THE LONG WAY £ EAST MARION, NY, 11939 GONGETE - GOLD WEATHER POURING $ CONCRETE MIXTURE I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF / DRAWING TITLE: CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE EXI5TIN6 FOUNDATION WALL I I I I I I / EXIST.FOUNDATION HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE !!Z- WALL BEAM TO BE SECURED 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS EX15TINO BEAM TO GRI55IN6 AS PER PROP. CELLAR EXCAVATION PLAN COVE 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL Q I I I I I I FOUNDATION DETAILS CONFORM TO AGI 506. MAX 3:1 HEIGHT-TO-WIDTH RATIO 4. IN NO CASE SHALL CONCRETE BE PLACED Of FROZEN GROUND Q OF GRI55IN6 STACK;CONTACT SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO I ( I I NEW 6"xb" SHORING ARCHITECT IF THIS TEMPERATURES WITHIN IO° F OF CONCRETE. EXIST a GRIBBIN6 STACK RATIO SHALL BE EXCEEDED DUE ( I I I TOO BE RE GONG.SLAB MOVED 1 TH REAATT I STAGGERED SUCH T CAN BE TIED TO TO EXIST. CLEAR HEIGHT 5. IN NO CASE SHALL CONCRETE BE PLACED OT` ICE OR SNOW. - -MO-- - - - - EXI5TINO FOOTN6 AO..IACENT REBAR AND PAGE: REMOVE AS REOV. - - - - - - - I I MAINTAIN PROPER 5PACIN6 b. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE A-10loOO PERMITTED WHEN NECESSARY. EXISTING FooTIN6 I I I I I OVERLAP CORNERS 4" TO P.GONG.UNDERPI wN _____________ _ -- _--- ASSURE SLOW CRL15H TYPE 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° FOR HIGHER 4•P.GONG.SLAG n <: .';' (MIN.4,000 P51) 1 ___ __________ _---____ 3'-O" FAILURE AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. bkb"-IOxlo w.WM.B£rrEEN * 4 s o" FILL BASE OF CENTER!UPPER;of SLAB R. (Q I I I _____________ __-- _-- _-- GRIBBIN6 STACK SECURED IN PLACE DURING POUR ': ' ' iv =_____ =s===---------- - - ____________ _`-_�____________ _ ----------- _ ____________ ____-___= SOLID WITH Wxb" 8. CONCRETE SHALL BE AIF. ENTRAINED FOR GOLD WEATHER POURING. ?; •.� •'... O a E3 MEMBERS 11. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES AREEXIST, QRADE rbI i HOR IA i DATE• 02/09/22 5 PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 ° (ASTM G4114/C4114M, TYPES G AND E). b IL POLY MOISTUREAR DER 1 4" R�ATV£LIBASE 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT OR055 SECTIONAL I I I I I , III I I I I AREAS EXCEED ONE SQUARE INCH. PROVIDE s"(MIN)GONG. PROVIDE 5"(MIN)CONC.COVER OF ALL REBAR WITHIN P.GONG. .a*F+ }ry •:'�yW, P�tOV.GLEAN FOUND.WALLS!P.GONG.FT65. -PROV.GLEAN OF ALL REBAR WITHIN P.CONG. •..,., 11. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED COMPACT FI _COMPACT FILL G �y TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS I FOUND.WALLS!P.GONG.Fr6'S. REACHED A COMPRESSIVE STRENGTH OF 800 PSI. ( I I EXCAVATE 12" MIN. BELOW EXIST. GRADE TAMP SOIL PRIOR TO PLACING 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306 GRIB# BIN6 STACKS. ENSURE SOIL IS LEVEL !x �'�' '�'� ` 4,t"'�''•, C'' ". PRIOR TO GRIBBIN6 PLACEMENT :� �• . _ :I � ' FOUNDATION UN�)ERF I NN I NO DE7A I L FOUNDA71 ON UN ERF I NN I NO SCE DETAIL ORI BB I NO DE7A I L SCALE: 1/2 _ A-101.00 = 1,_G„ A-101.00 SCALE: I/2" = I'-O" A-101.00 SCALE: 3/4" - I'-O" �� Nf' r EXISTING TO BE DE D MOLISHED NEW PARTIAL HEIGHT W N WOO FRAME (L.G. 5TL. WHEN APPLICABLE) J { ri EXISTING TO REMAIN % F- TA NEW WOOD FRAME (L.G. h-• NEW FOUNDATION WALL / Q W }; STL. WHEN APPLICABLE) / Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Z WOOD FRAME (L.G. 5TL. POST FOR 4" WALL5 J J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL I4- . LD POST FOR b" WALLS), U.O.N. IIM (7) O NEW 2-HR FIRE RATED O WOOD FRAME (L.G. 5TL. (L LA Ir WHEN APPLICABLE) Z .- -,* m O � O FLOOR PLAN NOTES Q W J ODOOR NOTE: J 00 I. INSTALL NEW INTERIOR DOORS WHEN GALLED > d' O OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). Z m (� 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED Tq OUT ON PLANS BY 'THERMATRU' (oR EQUAL). Y O 3.DOOR TYPE To SELECT 4.INSTALL AS PER MANU 5PEC.'5 3.PROVIDE (2) 2"x5" HDR., U.O.N. Z N 4.PROVIDE (2) 2"xlO" ® SLIDER 4 SIDELIGHTS 5. SEE PAGE 6-003 FOR ALL OTHER FRAMING 1 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. Lo Ixl OSTAIR 4 RAILING NOTE: 2 I. ALL NEW STAIRS SHALL HAVE MAX. 1-3/4" RI 4 MIN. 10" Tr - RISERS SHALL BE CLOSED 2. 42" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO ALLOW PA55AGE OF A 4" (P SPHERE; 36" HIGH HANDRAIL 4 SPINDLE SPACING NOT W TO ALLOW PASSAGE OF A 4" 0 SPHERE 3. GRIPPABLE RAIL AS PER CODE H ` SMOKE DETECTOR / GO DETECTOR NOTES: V O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT w SMOKE /CARBON MONOXIDE COMBINATION DETECTOR HARD WIRED TO EACH OTHER w/BATTERY BACKUP. = J 2.INSTALL ALL AS PER MANU. 5PEC.'s C) J 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL GORE Q OWINDOW NOTE: `1 I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 400 SERIES CASEMENT, DOUBLEHUNG, OR GLIDING (AS NOTED); INSTALL A5 PER MANU. SPEC.'S. FOR 5UBSTITUTION5, 5EE NOTE #a IN "GLASS WINDOWS a AND DOORS" ON PAGE G-002 IF CASEMENT WINDOWS - ALL 05MNT WNDW5 SHALL HAVE m 5TRAIGHT ARM HINGE WHEN 2.IF DOUBLE HUNG - ALL DEL. HUNG WNDW5 TO BE in 31_n�211 Y TILT WA5H 5.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. 4.SEE PAGE 5-003 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N.;(2) 2"x8" HDR. U.O.N. �' WET BAR 27_by211 I I 11 4/2" EGRESS NOTE: NEW EGRESS WINDOW IN COMPLIANCE WITH NEW YORK STATE BUILDING (NO CABINETRY ABOVE) CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF EGRESS SHALL BE FOLLOWED: :t l a I INEN r NET CLEAR OPENINO........... 5.7 S.F. STORAGE NET CLEAR Hrzl&HT............... 24" MINIMUM i a I 2'-3" I SPACE d NET CLEAR WIDTH................ 20" MINIMUM IU = r NEW EXHAUST FAN SHALL BE INSTALLED WHERE w E O VENTILATION 15 NOT MET BY MEANS OF NATURAL 2 - - CIRCULATION THROUGH WINDOW5 OR DOORS TO 4 10 A 401 - OUTDOOR SPACES AS PER NYS MECH. CODE SECTION 405.5.2.5; INSTALL AS PER MANU. SPE05 L'J �, GAS SILL TO BE t3'-b" SM/Go [n FURNACE/ NEW MECH. A.F.F. # ALLOW AIR HANDLER ROOM FOR O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 BASE CABINET BELOW - -- - - - - - - - - - - - II a' OII cr i - - - - - - - - - - - - - - - - - - m 4 NEW FLOOR: e i, 7-. 7 4'-8y2"-� r 4'-II" CHIMNEY FOUND. E 1. NEW FINISHED FLOOR PER H.O. SELECTION 5 p THROOM T-I I ® tT. 5" I II ( ) I �NEW MEGH. ROOM: UP (I ) T 9-g1�2 b , 1. EXIST. WATER HEATER TO REMAIN IN THIS 6 LOCATION r 3 - 2.V.I.F. F.A.I. THROUGH WALL Z 2 3.FLUE THROUGH PC. FR. CHASE THROUGH ROOF I A-401 O I � W 4.MAINTAIN 30"x30' CLEARANCE IN FRONT OF NEW E5RE55 WINDOW O O MECHANICAL UNITS A5 PER NYS MG 506.1 5. MAINTAIN ALL APPLICABLE VENTING to NEW V CLEARANCES REQUIRED PER NY5 MG 804. d RECREATIONAL 6.DISCONNECT, REROUTE, 4 RECONNECT I 11 I SPACE m EQUIPMENT TO EXISTING PIPING AS REG D TO u�1� I ?63 S.F. f.(Ejn� ACCOMMODATE NEW ROOM ENCLOSURE 3 I O O I STORAGE O TYPICAL MECHANICAL ROOM NOTES: N o SPACE 1. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY be,S.F. Q "DUROCK" (OR EQUAL) lu p W 2. FOR WD. FR. CLG. AND/OR ALL5 - PROVIDE (1) LAYER OF 5/8" TYPE "X" GYP. BD. UL U505 (OMIT ON 4 10 GONG. WALLS) PROJECT: 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. O p _ in 5PEC.'s AND AS PER NYS MECH. AND FUEL GAS CODE cry g r 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT - I I NEW MECH. E.F. GALANAKIS a-n IT CONFORMS To NY5 MECH. AND FUEL GAS CODE = -Q v, _ ROOM 5. COME. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE � - 44 S.F. RENOVATION FRESH AIR INTAKE FROM EXTERIOR - - - - - - - OIL TANK b 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL 13'-2" I'-10" WASTE EMERGENCY SHUT OFF SWITCH VERT• PIPE -I. FOR GAS SERVICE, PROVIDE GAS SHUT OFF SWITCH WATER PIPE 4 THRML EXPN. TANK 5. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER ABOVE (PROVIDE GFGI OUTLET) CLEARANCES AS PER GODS FIRE RATED DOOR: 14'-0" 20'-411 ,� 101_nC/ll �. 1910 THE LONG WAY O 2¢X6A 5/4" HR. SELF-GLo51NG STEEL DR. EAST MARION, NY, 11939 EGRESS WINDOW WELL: 10 PROVIDE NEW EGRESS WINDOW WELL 4 COVER BY DRAWING TITLE: "ROCKWELL;ELITE SERIES" bb"W.X72"H, ITEM #664412. OR EQUIVALENT. INSTALL AS PER MAN. SPECS. PROPOSED CELLAR PLAN RFRAME COLUMNS SQUARE b"t AND FINISH (TYP.) FROPOSEED CELLAR PLAN PAGE: � 20 S.F. HA5I7A5LE SFAGE; 1,552 S.F. CROSS AREA SCALE: I/411 = II-oll A-10211. 00 ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "G-005" FOR NAILING 4 STRAPPING DETAILS. **SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER** DATE: 02/09/22 6 OF 8 .\. \ \\ ll \\.\ EGRESS WINDOW DIMENSION CLEAR TAG TYPE MODEL # \\ \\,\,,, OPENING c.` __ ... ... ' t WIDTH REaV: 20 \. .; .\\..,..,.\\>.:.\_' HEIGHT REO'D:24" Q WIDTH HEIGHT n•s � ��., OPEN REQ'D: 5.-I S.F. �.`�. ,1 [� C?A DOUBLE HUNG TW2852 5I-4gI-IF �TE B DOUBLE HUNG TW3046 4 oa, o,C � C a 0 W N UNDERSIDE OF CEILING UNDERSIDE OF CEILING UNDERSIDE OF CEILING Q LLJ Z TOP TRACK CONNECTED TO Q 2 ❑ 57RUGTURE AS REQUIRED. _ TOP TRACK CONNECTED TO TOP TRACK CONNECTED TO � STRUCTURE AS REQUIRED. STRUCTURE AS REQUIRED. r. FOUNDATION WALL AS O ~NOTED IN PLANS EXIST. FLOOR SYSTEM o o SYSTEM (I) LAYER OF 5/5" GYP. (1) LAYER OF 5/&" GYP. BD. NEW STL. GAP PL. 'A' FLOOR WOOD BEAM Z q* m BD. ON BOTH SIDES OF NEW ❑ ;: ON ONE 51DE OF NEW METAL WELDED TO COL.;SEE AS NOTED ON PLAN O METAL STUDS UP TO STUDS UP TO FINISHED GAP PL. DETAILS = FINISHED CEILING CEILING NEW 3-1/2" O.D. SGH 40 Z HOT DIP 6ALV. 5TL. COL. NEW BASE PLATE 'A' w WELDED TO COL.;SEE (ASTM AI23) AS PER Q J NEW METAL STUDS 4 BASE PL. DETAILS FOR FOUND. PLAN BY SIMS NEW METAL STUDS 00 J BRIDGING AS SCHEDULED; BRIDGING AS SCHEDULED; BOLTING STEEL (OR EQUAL) BY GG ❑ BY or_. 41t P.'GONG. SLAB Z 3 GREASED THERMAF I BERTq NEW METAL STUDS PROVIDE GOLD JOINT 6 xb -IOXIO W.W.M. BETWEEN J SAFB. R-13 BRIDGING AS SCHEDULED; AT GONG. SEAMS (71' CENTERO 8 UPPER OF SLAB (I) LAYER OF 5/8" GYP. BD. BY or, SECURED IN PLACE DURING POUR ¢ Z �; 4 i 5/4" THK. FRT PLYWD ON BOTH SIDES OF NEW • {N �1 �I. .I�" LL J N BLOCKING, EXACT LOCATION METAL STUDS UP TO REQ'D TO BE VERIFIED IN FINISHED CEILING C.� ..': ' . .4 LL W C4 u FIELD. ❑ R-15 BATT INSULATION ° r- J ° / .L Lo d BOTTOM TRACK CONNECTED 4" GRAVEL BASE NEW (2) , HOR J O BOTTOM TRACK CONNECTED3 TO STRUCTURE AS REQUIRED. TO STRUCTURE AS REQUIRED. REBAR UPON (2) #5 BASE AS SELECTED BY G.G. NEW IS"xl8"x12" HOR. REBAR(4 TOTAL) DEEP P. GONG. PAD BASE AS SELECTED BY G.G. BOTTOM TRACK CONNECTED FT6. (MIN. 4,000 PSI) E�IL91Pf1ILED FILL LJJ BASE A5 SELECTED BY G.G. ❑ TO STRUCTURE AS REQUIRED. NEW REINFORCED 4" SLAB NEW REINFORCED 4" SLAB U F,�:::�_AS PER DETAIL A AS PER DETAIL W f— U _ J NEW INSULATED NON-RATED PARTITION 2 NEW NON-RATED INTERIOR PARTITION 3 NEW NON-RATED FURRING PARTITION 5/8" FIREGODE 'C' ON BOTH SIDES OF IS 6A. 3 5/8" METAL 5/5" 6WB ON BOTH 51DE5 OF IS &A. 3 5/5" METAL 5TUD5 ® 5/5" 6W0 ON ONE SIDE OF 15 6A. 2-1/2" METAL 5TUD5 ® I6"oc Q 5TUD5 ® 24"oa W/BRIDGING ® 4'-O"oc;TO BOTTOM OF DECK 16"oc W/BRIDGING ® 4'-O"oo;UP TO 6" ABOVE FINISHED W/BRIDGING ® 4'-O"oc;EXTEND 6W5 To FINISHED CEILING. ABOVE . 6G TO SEAL AND ENSURE I-HR FIRE RATING AT WALL. GEILIN6. 5TUD5 TO BE DIETRICH (IGG#-EROI-II OR EQUIVALENT). STUDS TO BE DIETRICH 'PRO STUD' (IGG#-EROI?I OR EQUIVALENT) 5TUD5 TO BE DIETRICH 'PRO 5TUD' (IGG#-EROI'11 OR G.G. TO FINISH AS PER FIN15H SCHEDULE. PROVIDE M05TURE PROVIDE M05TURE RE515TANT 61^15 AT WET AREAS. '? EQUIVALENT). RESISTANT 61^6 AT WET AREAS. L(. STEEL OOLUMN FOOT I NO DETAIL k ' SCALE: 5/4" = I'-a" ' NALL SO+ El� )ULE SCALE: 1-1/2" = 1'-0" _ 8 (4) 3/8" H.D.G. LAO BOLTS (PREDRILLED) 3/8" THK. PL. Y4 11 3/8" THK. H.D. I�4 GAL\/. PL. HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE OAP PLATE 'A' SPECIFIED ON SIDE OF STAIR IN ACCORDANCE W/ MANU. SPEG.'5; PLANS AND NOT PROJECTING MORE THAN 4142" INTO FOR CONNECTION OF 5TL. COL. TO (2) 1-3/4" WIDE PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT L\/L LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER JOIST HANGER BY 151MP50N'OR EQUAL FIRST F(NISHED FLOOR z 811 (4) 3/8" H.D.G. LAG v V2" MIN. SPACE BETWEEN \ BOLTS (PREDRILLED) � WALL AND HANDRAIL 5/4" PINE RISER - Lu 5/4" PINE TREAD STANDARDS FOR O RI PPABLE HAND RAIL = o SCALE: NITS PROJECT: = X _ O GRO55 SECTION a �Q - o MIN HANDRAIL I" ROUNDED NOSING o CLEARANCE CIRCULAR NON-C I RGULAR - - - - - - - - - - - - - - GALANAKIS W/Y4" RADIUS Q (NOT INCLUDED IN lu l 3/8 THK. PL. �411 3/8" THK. H.D. RENOVATION 0/2 GALV. PL.TREAD DIMENSION) 4'�-6y4" ly4 _2 PERI- 2Y4" GAP PLATE 'B' MIN. METER MAX. FOR CONNECTION OF 5TL. COL. TO (5) 1-5/4" WIDE 1910 THE LONG WAY ~ L\/L LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE DIMENSIONAL LUMBER OR 5.25" WIDE P5L EAST MARION, NY, 11939 DRAWING TITLE: m DESIGN DETAILS (3) 2"xl2" 5TRINOER5 ® IN/R-21 INSULATION, IF UNDERSIDE IS FAGIN6 5TORA6E/NON-HABITAL SPACE 5TORAOE UNDER Y2° GYP. BD. Y4 PAGE: \ 3-1/2" O.D. SOH. 40 HOT A4 0 :lm00 DIP GALV. 5TL. COL. (A5TM AI23) AS PER PLAN WELDED TO PL. TREATED 2"xl2" SILL FOR CONTACT 8"X5"X3/&" THK. DATE: 02/09/22 7 OF 8 W/GONG. (IF APPLCABLE) 5TL. BASE PL. BASEMENT OO O (4) 1/2" HOOKED ANCHOR BOLTS EMBEDDED INTO FOOTING MIN. 4" w/ OVERSIZED WASHER AND END NUT SETUP ¢ Q•�+,4 `',, 441 �� A BASE PLATE 'A' INTERIOR V100D STAIR DETAIL 0 A-401.00 _ STEEL OOLUMN CAP I$ BASE PLATE DETAILS SCALE: r 7' SCALE: 5/4 - I -O SCALE: 3" = 1'-0" Q U � O W .; Z O LLI N Q W >: cc c Z OJ Z J = F- J O O O 00 a- Lo cr- Z O H � Z � Q p W J J 00 Z Q Z r-1 u— 0 Lo Ix r-I r- D Lo �-I - O w U W F— U cr- Q ; 4" FRESH AIR VENT J I L THROUGH ROOF L p � O 3"I PROVIDE "ABE5CO FP200 FR v EXPANDING FOAM" (OR EQUAL v j AT ALL PENETRATIONS IN FIRE Q 1 RATED WALLS AND Q 1 FLOORS/CEILINGS. PRODUCT 1 CONFORMS TO ASTM E 814, i A5TM E &4, AND UL 14"79 I - FULL BATH KITCHEN LAUNDR FULL BATH NOTE: FULL BATH KITCHEN LAUNDRY FULL BATH ECEND ALL PLUMBING WORK I SHALL CONFORM TO p II HOT W A TER _ ---- 2 LOCAL PLUMBING CODE ____-- SUPPLYO YI O —flir 12 1 2111 O IL p� GOLDWATE CLEAN OUT R IL 12 I I 2 12� AS I SUPPLY 1 I I I S I I I EXIST. F.A.I. TO �_ I I 1 1 O I 1 1 3 I I REMAIN I '3 I o� v I = I I� I j� 0 I O� PROVIDE "ABESCO FF200 FR z� �U � !V W.G. =i 10 ry =i j v K I •v W.G. \j �I iU EXPANDING FOAM" (OR EQUAL I— " AT ALL PENETRATIONS IN FIRE I TUB I DW wAASHe� I TUB 1 �I TUB �I I I RATED WALLS AND FLOORS/CEILINGS. PRODUCT I I �I DW wAsf+ER 1 —I I— I TUB G.O. 2 3 I 3 2 G.O. -- ----- — -- ———————————— CONFORMS TO ASTM E V4, _.._ _.._.._.. .. ,_.. �.._.._..—•---._.._.._.._. _. .._.._ _.._. _.. A5TM E 84,AND UL 14'19 I I I • 4 =1 �U PROP. 1 ! Lu 4" HOUSE TI jU PROP. I I c�V �ry BASEMENT PROP. l j I g PROP. PROP. BASEMENT 1 MECH. GL. —a O WET BAR BATHROOM 2 i MAIN DRAIN G.O. J lQ 1 j I I- BATHROOM -L I I I TO STREET U 1 WET BAR I I i I i I j rWATER MAIN __ I 1 TO SEPTIC II b4 2"rNEW 12 NEW SYSTEM w �4b NEW ry� I- b4 NEW Y v j K.S. I 1 I I I v S' _I b4 � b4 NOTE: LL ALL PLUMBING WORK Q I NEW I_ WAG I NEW W.G. vSHALL LOCAL PLUMB CONFORM CODE To 14" 1 SHOWER I I SHOWER I PROJECT: S.P. GALANAKIS RENOVATION 1910 THE LONG WAY FLUM51NO RISER - DRAIN AASFE VENT FLUME31NO RISER - SUFFLY EAST MARION, NY, 11939 SCALE: NTS SCALE: NT5 DRAWING TITLE: PLUMBING RISER DIAGRAMS PAGE: P-101000 DATE: 02/09/22 8 OF 8 r rwxp�. y 0�740�' �OF IN