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HomeMy WebLinkAbout51850-Z a°f SOyryo�o Town of Southold * * P.O. Box 1179 �o4 53095 Main Rd UNTY Southold, New York 11971 �DH CERTIFICATE OF OCCUPANCY No: 46684 Date: 11/13/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ALTERATION Location of Property: 1150 Bavview Ave Greenvort, NY 11944 Sec/Block/Lot: 52.-5-48.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 03/13/2025 Pursuant to which Building Permit No. 51850 and dated: 04/21/2025 Was issued, and confonns to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Interior alterations to include a finished basement to an existing single-family dwelling as applied for. The certificate is issued to: Steven Florio , Alicia Starkey Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51850 11/05/2025 PLUMBERS CERTIFICATION: Auth riz d Si nature ofSO&Tyo TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51850 Date: 04/21/2025 Permission is hereby granted to: Steven Florio 465 11th St Brooklyn, NY 11215 To: Construct interior alterations to an existing single-family dwelling as applied for to include a partial finished basement and gas fireplace per manufacturers specifications. Premises Located at: 1150 Bayview Ave,Greenport, NY 11944 SCTM#52.-5-48.1 Pursuant to application dated 03/13/2025 and approved by the Building Inspector. To expire on 04/21/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $657.00, CO Single Family Dwelling-Addition /Alteration $100.00 1 Total $757.00 Building Inspector pF SO!/lyQl Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �Q c41+JNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Steven Florio Address: 1150 Bayview Ave City: Greenport St: NY Zip: 11944 Building Permit#: 51850 Section: 52 Block: 5 Lot: 48.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: AMP Hampton Electric License No: 41321 ME SITE DETAILS Office Use Only Indoor �I Basement rv—� Service Solar r Outdoor 177 1st Floor F Pool F Spa F Renovation I✓ 2nd Floor Hot Tub r Generator r Survey Iff] Attic Garage Battery Storage INVENTORY Service 1 ph 1- Heat Duplec Recpt 7 Ceiling Fixtures Bath Exhaust Fan Service 3 ph (- Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 15 CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 6 4'LED Exit Fixtures Other Equipment: (4)115ARC Faults (2)120Combo Braekers Notes: Finished Basement Inspector Signature: X Date: November 5, 2025 Sean Devlin Electrical Inspector sean.devlin(aD-town.southold.ny.us 1150BayviewAve Basement - oFsouryo�o --- # # TOWN OF SOUTHOLD BUILDING DE"PT. coumv, ' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] 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: --fin 6Le-j <P17A G?Anc � CL DATE INSPECTOR 1 OF SOUIyo`o TOWN OF SOUTHOLD BUILDING DEPT. couffm 631-765-1802 INSPECON [ ] FOUNDATION 1 ST'/ REBAR ROUGH PLBG. [ ] F NDATION 2ND L .] '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: DATE Ct vZ INSPECTO SOUT,�Olo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECT.ION [ ] FOUNDATION 1 ST/ REBAR [ ] OUG 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 C/O [ ] RENTAL REMARKS.''�� o l� DATE INSPECTOR OE SOUTyOIo /fo 50 / / �✓�!/(f . * # F UTHOLD BUILDING DEP TOWN O SO . 10 ,� 631-765-1802 INSPECTION , [ ] FOUNDATION 1 ST/ REBAR [ ] 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:, q;34,95-j4o--Z17- DATE 5 5" INSPECTOR ' FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (lSl') ------------------------------------- ---- ------ FOUNDATION (2ND) ------ 77 7 7 ?k/ASeV ............ ..... ROUGH FRAMING & -------------- PLUMBrNG ------ --------- ...... Tx Ll N.1 K, o')X- w- i I k, dDW INSULATION PER N, Y. STATE ENERGY CODE ........ FINAL -------------- ADDITIONAL COMMENTS 7A --n -4771�7- ��L c ....... ...... ...... ------------- ........... ......- ------- ............... ............ O�gUFFOIK�OG TOWN OF SOUTHOLD—BUILDING DEPARTMENT s� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 H' a oy�ol �aa Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.aov f Date Received APPLICATION FOR BUILDING PERMIT, For Office Use Only It PERMIT NO. 5 1 135© Building Inspector: Applications and forms must be filled out in their entirety.Inc ompletei!spff�g✓®e ant Owner's Authorization form(Page 2)shall be comappcaions will not be accepted. Where the Applpleted.icant not the owner;an � rpy f�19 Date:03/11/25 OWNERS)OF PROPERTY: Name:Steven and Alicia Florio SCTM#1000-52-05-48.1 Project Address:1150 Bayview Avenue,_ Southold NY 11971 Phone#:908-403-8156 Email: Y@ aliciastarke _ mac.com Mailing Address:1150 Bayview Avenue Southold NY 11971 CONTACT PERSON: Name:Brooke Epperson Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $20,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION Existing use of property:Single Family Residential Intended use of property:Single Family Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes BNo IF YES, PROVIDE A COPY. ®Chec Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.'APPUCATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The apppcant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS'6f the New York State Penal law., Application Submitted By(pri ame):AM P Architecture BAuthorized Agent []Owner Signature of Applicant: Date: dal II 12cJ. STATE OF NEW YORK) SS: COUNTY OF':�,J \\C- 1 Js '+- being duly sworn,deposes and says that(s)he is the applicant a (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 belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ,y J —day of 1"1 QrGl,-) .20 25 —DG�-AJ�Lt (rj��,4w 1) DARCEE AUFENANGER �,KotWry Public NOTARY PUBLIC,STATE OF NEW YORK Registration No.01A00019644 Qualified in Suffolk County ERTY OWNER AUTHORIZATION Commission Expires January 9,20ARhere the applicant is not the owner) 1 I, Sf cucv� r�or,;o residing at 1150 BayVIeW Avenue Southold AMP Architecture do hereby authorize to apply on i my behalf to the Town o uthold Building Department for approval as described herein. I 3//o1as 77 Owner's Signature Date i fe_V0_n F(oria Print Owner's Name 2 r' (C `` �} SEA - 5 t S�FFOL,� UILAMEPAR MENT- Electrical Inspector r o' TOWN OF SOUTHOLD l-AT9'-not � q x1- 54375 Main Road - PO Box 1179 � Southold, New York 11971-0959 Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: K4> VAA& V' J e LB76TI , L Electrician's Name: J I�5> K VLT Uvt License No.: MV- l3Z t Elec. email: MPLM40ptWt(1A,; oc Elec. Phone No: 65( g17 3 03 V.I request an email copy of Certificate of Compliance Elec. Address.: IS WNW M.CfJJW AC Kum STt z3Z NAN► PTaN W5 JOB SITE INFORMATION (All Information Required) Name: STUVfi An6 P'r(A C 11t Address: ( 1.50 0&V 4U6 Gil au PUa- Cross Street: C0(/0 2D Phone No.: S 16 641 90 68- Bldg.Permit#: YQ S 1$so email: ,'FL0124V AAr.c,-, ui✓'s Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: ;O Circle All That Apply: Is job ready for inspection?: ❑ YES V71 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 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �d ���o r�,��1 o�a�► E BUrLDWCC311PATIVIENT- Electrical Inspector U JRWN OF SOUTHOLD V nt 54375 Main Road - PO Box 1179 O Southold, New York 11971-0959 O Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: L lv\4> VkA 410� LB C-M Electrician's Name: d A-M� K 6or LAIt I License No.: AAf-4(1 3 z, I Elec. email: AKP VL6WI84cpt-ont (1), oe�r Elec. Phone No: 65( g�7 3 05--Al request an email copy of Certificate of Compliance Elec. Address.: I-S WESI— 91A6t,-l1 A,<- Kt V gl—t; -Z:3-?, LA1.5 JOB SITE INFORMATION (All.Information Required) Name: -STUVI55, A f [A C lei- 0A CO Address: [ ISO 194-0 VltV 4U6 iistz-eoi poa4- Cross Street: Co(/06M I fit Phone No.: S 16 6�J 90 68- Bldg.Permit #: Fw S1,6SO email: -w r1k6'() aJAA-c1-,W n. Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): RAa-:P AAf�J T- I"/ rl Square Footage: F--1 TO Circle All That Apply: Is job ready for inspection?- ❑ YES F7 NO Rough In ❑ Final 14214 Do you need a Temp Certificate?: ❑ YESF—] NO issued On Temp Information: (All information required) Service SizeF-11 PhF—]3 Ph Size: A # Meters Old Meter# ONew ServiceF-1 Fire ReconnectoFlood Reconnect Elservice Reconnect Ounderground ElOverhead # Underground Laterals 0 1 2 F] H Frame F] Pole Work done on Service? F]Y F-]N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches Outlets G F I's Surface Sconces H H's I UC Lts. Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Water Bond Carbdn-- Micro G.rb.Dis Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments � �� �o�d APPROVED AS NOTED DATE:bra L a5 B•P# 1 O COMPLY WITH ALL CODES OF $ NEW YORK STATE&TOWN CODES FEE 7 57.b O BY AS REQ IRED AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT SOUTHOLDTOWNZBA 631-765-1802 8AM TO 4PM FOR THE SOUTHOLD TOWN PLANNING BOARD FOLLOWING INSPECTIONS: V $OUTHOLD TOWN TRUSTS FOUNDATION-TWO REQUIRED NXS.DEC FOR POURED CONCRETE SOUTHOLD HPC ROUGH-FRAMING&PLUMBING SCHD INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE ELECTRICAL REQUIREMENTS OF THE CODES OF NEW INSPECTION REQUIRED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS *smoke, afA rar.Eon monoxides de-kcf s area re w rA per 20 ZO Ides iCl n- " a l Cede- O NYS TRUSS PLACARDING REQUIRED l ,&ec . t231L\ / R315 . Slower door and ductwork testing required. Must provide Manuals D,J and S as per NYS Energy Code i 51TE PLAN HATCH KEY: PROPOSED BUILDING ADDITION " ® PROPOSED ACCESSORY STRUCTURE 1 Q r H I• 5: PROP05ED 2ND STORY w uj I` W J f0 M < ;+-' (V C Lr) O Z O EXIST. 5' HIGH CHAIN " L Z `- LINK FENCE ON Y LINE CIL - ,r� f ° s' V PROPERTco r- O c x N 00 m Z EL..=6.�' -- _-- ___- -..EL.=6.0' t d . �.r tV O II O Q ca W.� a: O O I : OEXIST. 20'x24' F EXIST. IN-GROUND I EXIST. 4'x4' SUEJEGT FROFERT1' n1 — II SWIMMING I PATIO POOL w/ POOL GONG. PAD SAFETY FOR POOL J EQUIPMENT COVER 70 EXIST. 5' EXIST. GLEAN HIGH CHAIN OUT 4 SEPTIC p� LINK FENCE +� LINE PROP. I { EXIST. BILCO WINDOW i 35' � � ;'t • ENTRANCE ; WELL REAR I YARD SETBACK f� 12.5 { 'F F U c EXIST. 5' HIOH CHAIN p = EXIST. ND. i N DECK I LINK FENCE ON EL.=b.S' i EXIST. PROPERTY LINE -------1116T iOUTDOOR LOCATION MAF � 15' SIDE 27.6' 12.2' SHOWER UPON YARD r E EXIST. DECK SCALE: NTS SETBACK EXIST. I STRY WD. i=RAMS 12.5 ; 4 DWELLING (4 BEDROOMS) EXIST. L.P. FUEL I N I EXIST. 4 HIGHO FAQE <E : TANKS 4 N � PICKET FENCE UNDERGROUND ----I------ I F•F• EL. = 12.0 �y I FUEL LINE v = GARAGE EL. = a.4 N I I I 10' SIDE O-QQ ,QQ PROJECT LOCATION &SCOPE 21.3 It YARD — PROFOSEED INTERIOR 5ASEMEN7 KENO\/ATION AND W NE SITE PLAN & ZONING DATA 21.8' m m 13.q' 15.4' SETBACK F I REFLAGE W/ FLUE THROUGH ROOF EXIST. 4' HIOIH EL.=8.8' I PICKET FENCE I TEST EXIST. AM. HOLE DEC EXIST. WATER EXIST. GENERAL NOTES EL.=bl.3' i EXIST. =OO .00 5UPPLY LING COVERED ENERGY TABLE PORCH EXIST. OVERHEADO T STRUCTURAL DESIGN CHARTS ELECTRICAIL EXIST. O-OOP OO WIRES I HOLDOWN ANCHOR BOLT I ASPHALT w STRAPPING & NAILING DETAILS T DRIVEWAY PROJECT ZONING DATA FASTENING SCHEDULE 55' FRONT TAX MAP# 1000-52-✓-4b.1 w o SE BACK ZONING 05TRICT R-40 / NG _ O � .00 PROPOSED DEMOLITION PLANS 0 i 3 LOT AREA 0.5 AGRES OCofO - MMAIN DWELLING #Z-46'74; JUN. 20, Iq"12 z O ofO -ACDDITION #Z-32410; JUN. Iq, 200� — 02 .00 PROPOSED FOUNDATION PLAN G O o v Z I I CofO -AIDDITION / ALTERATION #40I5b; JAN. q, 2019 w 403.8�0 EL.=-I.5 EL.=b.O' l!1 R-2I-2100 SUFFOLK: COUNTY HD APPROVAL 4 BEDROOM 0 06/25/21 — I O�•00 PROPOSED FIRST FLOOR PLAN 100.00 EXIST. N3-7030'00°W FLOOR A4REA5 PER SOUTHOLD TOWN CODE, SECTION 2,50-4 I I WATER EXISTING EXISTING CONDITIONED GROSS METER EDGE OF PAVEMENT SPACE AREA w I FIR57 FLOOR AREA 1,154 S.F. 1,654 S.F. A-20 ,QQ PROPOSED EXTERIOR ELEVATIONS a ---- ------------ ---- -------------------- EX1:57. WATER MAIN E3AY Elul A E N U AREA TOTALS 1,134 S.F. 1,654 S.F. PROJECT: I PROP05ED PROPOSED CONDITIONED GROSS FLO R 10 I SPACE AREA jQ ,QQ BUILDING SECTIONS BA5EMEWr AREA a14 S.F. — O S.F. DESIGN DETAILS FIRST FLOOR AREA 1,154 S.F. 1054 S.F. RESIDENCE AREA TOTALS 1,1145 S.F. 1,654 S.F. SITE FLAN1150 BAYVIEW AVE. SOUTHOLD, NY 11971 SCALE: I" = IS'-O" DRAWING TITLE: PROJECT LOCATION & SCOPE SITE PLAN & ZONING DATA PAGE: v G-00imOO DATE: 03/06/25 1 OF 8 SITE LAYOUT NOTES: I. TH15 15 AN ARCHITECT'S SITE PLAN 4 15 SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED MAY b, 202I AND PREPARED BY: KENNETH M WOYCHUK LAND SURVEYING KENNETH M. WOYCHUK t N.Y. STATE LAND SURVEYOR LIG #0509552 � P.O. BOX 155 AGUEBOGUE, NY 11151 TELEPHONE: (651) 211a-15ab I CARPENTRY WOOD FRAMING MATERIAL STANDARDS \ / NOTES Si�EGI IGATIONS I. ALL LUMBER SHALL BE DOUOLAS FIR LARCH 02 a BETTER (Fb = 575) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE A55RE Y I ATI ONJ OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT SINDED PRESCRIBED HEREIN. WHEN IT CAN BE 5HOWN, AND THE AUTHORITY HAVING TOGETHER AT ALL TIMES. IT IS Also HE CONTRACTOR'S RE5PONSIBILITY TO READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED TABLE R301 .� BD. BOARD IN5UL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR 61REA7ER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE ALLOWABLE DEFLE:CTION OF STRUCTURAL MEMBERS BFE BASE FLOOD ELEVATION INT. INTERIOR Q 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT Q GENERAL PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD BLDG. BUILDING K KIP5 (I000 LB5) W I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HE16HT5 WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT, AS ALLOWABLE LIJ APPLICABLE BUILDING DEPARTMENT. APPLICABLE AS A DERIVED WORK). STRUCTURAL MEMBERR BM BEAM MANU. 5PEC.'s MANUFACTURER'S SPECIFICATIONS 4. AT FLUSH FRAMING USE 16 CAGE METAL JOISTS HAN6ER5 BY "TEGO" OR DEFLECTION -� � 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. I. IDENTIFICATION: ALL SOLID-5AWN LUMBER, GLUED LAMINATED TIMBER, B.O. BOTTOM OF MAX. MAXIMUM ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMIATION OF EXISTING PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, RAFTERS HAVING SLOPES, GREATER THEN 5/12 Q N STRUCTURE/SITE SHALL BE FIELD VERIFIED BY Or CONTRACTOR. 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, 6YP5UM, HARDBOARD, AND STRUCTURAL L/I80 BOT. MEGHANIGAL FLOORS, ROOFS, AND WALL5. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR ORADIN5 W/ NO FINISHED GEILIN6 A%TTACHED TO RAFTERS BOTTOM MEGH. 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, ANID LOCAL CODES RULES SPECIFIED IN 1.1 THROUGH 1.5. B.O.W. BOTTOM OF WALL MIN. MINIMUM AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, INTERIOR WALLS 4 PARTITIC7N5 H/I80 - _ 0 U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURP05E5, G.J. CEILING J015T NAVP55 NORTH AMERIGAN VERTICAL DATUM OF Ia88 +� 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE FRE5PON5IBILITY INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED LO p N Z OF THE OWNER/BUILDER '7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 5-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION ACENGY FLOORS 6 PLASTERED GE:ILINSS L/360 COL. COLUMN NYC BG NEW PORK CITY BUILDING CODE a - WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE •co ^ L) d 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OAR JOB CONDITIONS 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. 6AMERICAN RADEMARK LUMBER HALL INCLUDE AN EASILY D 5 COMMITTEE�N U15UHABLENT. THE MARK OR ALL OTHER STRUCTURAL MEMBERS L/240 CONT. CONTINUOUS O.G. 1 ON CENTER p x p N SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING p a--� WITH THE WORK. cl. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE 6RADING AGENCY WHICH COMPLIES WITH THE EXTERIOR WALLS W/ PLASiTER OR STUCCO FINISH H/360 DEL. DOUBLE OGG. OCCUPANCY O m •4- Cfl P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-99. O 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DFE DESIGN FLOOD ELEVATION O.H. OVERHANG J N -J Lo UNLESS APPROVED BY THE ARCHITECVENCINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FA5TENIN6 SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET EXTERIOR WALL5 - WIND LOADS W/ BRITTLE FINISHES L/240 ON PAGE 6-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A 1 50.1 5TRU07URAL GLUED LAMINATED DIM. DIMENSION PBFE PRELIMINARY BASE FLOOD ELEVATION Q `- a '1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND 15 OF GDX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 D.J. DECK JOISTS P. GONG. POURED CONCRETE APPLICABLE. I.B. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODE5. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A57M D5055 EA. EACH PL. PLATE 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR E5TABLISHIN& AND MONITORING n 1 Q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING AS PER FASTENING SCHEDULE ON PACE 0-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS ELEV. ELEVATION PLYWD. PLYWOOD v/ DOCUMENT, THE 60VERNIN6 BUILDING CODE AND ANY ADDITIONAL STRUCTURAL DESIGN LOADS 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE EQUIP. EQUIPMENT �.T. PRESSURE TREATED CERTIFICATES, GERT. OF OCCUPANCY OR COMPLETION FIND U.L. APPROVAL APPROVED EQUAL. EVALUATION REPORT. 11. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HE16H75 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: 51N6LE MEMBERS OR ASSEMBLIES USE' LIVE LOAD DEAD LOAD EXIST. EXISTING REQ'D REQUIRED AND SHALL NOT BE ALTERED OR BE REPRODUCED WITH60UT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. U51N6 STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF EXT. EXTERIOR RI RISER PERMISSION FROM THE ARCHITECT. A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF EXTERIOR BALCONIES 40 psf IS psf r , 14. PROVIDE 'X' OR055 SRACIN6 AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMP051TE LUMBER PRODUCTS, THIS DOCUMEN, THE F.A.I. FRESH AIR INTAKE RM. ROOM v ■ GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 EXCEED 8'-O" AND AT EVERY 8'-O". DECKS 40 psf 15 psf r IWl RESPONSIBLE FOR DESIGN INTENT ONLY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. FAR FLOOR AREA RATIO R.R. ROOF RAFTER 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE 1 , 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCGCUPANCY. 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51N6 PREFABRICATED PA55EN6ER VEHICLE 6AIRA6E5 50 psf AS PER PLAN F.A.V. FRESH AIR VENT STL. STEEL T WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONAOLY GLEAN AT ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS UNINHABITABLE ATTICS WITHOUT STORAGE ■ TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE (MAX CLEAR HGT < 42") 10 psf IS psf FF � FINISHED FLOOR S.V. SMART VENT RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, UNINHABITABLE ATTICS H4ITH 5TORAGE 20 psf 15 psf FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED BROOM GLEAN. 17. PROVIDE ALL NAILING 'S AND 5TRAPPIN6 ADDRE55ED ON PACE5 6-003. OR THE MANUFACTURER CODE EVALUATION REPORT. (MAX CLEAR HOT > 42")'S r , 15. THE CONTRACTOR SHALL CARRY WORKMAN COMPENSATION AND GENERAL I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. 6 A YP5UM: 6YP5UM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL HABITABLE ATTICS CS LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM C36 SPECIFICATION FOR GYPSUM TTICS SERVED BY FIXED STAIRS 30 psf 15 psf FLOOR JOISTS TEMP GL.� TEMPERED OLA55 v L- WALLBOARD, ASTM C37 SPECIFICATION FOR GYPSUM LATH, OR ASTM C79 FOUND. FOUNDATION THK. THICK AND ORDINANCES. FLOOR SHALL NEVER EXCEED A 16" SPAN. SPECIFICATION FOR GYPSUM 5HEATHIN6 BOARD. ROOMS OTHER THAN SLEIEPINO ROOMS 40 psf 15 psf < 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF la. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL ■' n THE SUB-GONTRACTOR5 FOR A PERIOD OF AT LEAST OINE YEAR AFTER AS PER PAGE 6-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL SLEEPING ROOMS 30 sf 15 sf v COMPLETION OF PROJECT. MEET THE PROVISIONS OF AN51/AHA A135.4 BASIC HARDBOARD OF p p FR. FRAME Tr TREAD n, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD 51DIN6. STAIRS 40 psf 15 psf FRPR. FIREPROOF �TYP. TYPICAL VJ IT THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARHLESS THE OWNER, ACCORDANCE w/ AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD Q ARCH ITEOVEN&I NEER, AND THEIR A6ENT5 AND EMPLOYEES FROM AND TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: ASAIN5T ALL CLAIMS, DAMA6E5, LOSSES AND EXPENSE-5, INGLUDIN6 METAL BY REPEATED BRU5HIN6, DIPPING, OR SOAKING UNTIL THE WOOD GUARDRAILS AND HANDRAILS 200 psf 15 psf FTC. FOOTING U.O.N. UNLE55 OTHERWISE NOTED ATTORNEYS FEES ARISING OUT OF OR RE5ULTINO FROM' THE PERFORMANCE OF ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL GYP. BD. GYPSUM BOARD VERT. VERTICAL THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, ILOSS OR EXPENSE (A) CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE: OR DEATH OR TO MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHIN6, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 pelf H.D. HOLD DOWN V.I.F. VERIFY IN FIELD INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (0)THER THAN THE WORK ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY p p ITSELF INGLUDIN(S THE L055 OR USE RESULTING THEREFI;ZOM). (B) 15 CAUSED IN ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR HDR HEADER w/ WITH WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE 11 CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLIY OR INDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH HNOR HANGER WD. WOOD EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE AkrT5 ANY OF THEM MAY A. WEYERHAEU5ER TRUS JOIST 2.0E MIGROLLAM LVL ASGE 7-16 (MINIMUM DES,heN LOADS FOR BUILDINGS AND OTHER 5TRUCTURE5) BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAU)SED IN PART BY A B. 6EOR61A PACIFIC 2.OE 6-P LAM LVL 1.8.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND HOR. HORIZONTAL ZR ZONING RESOLUTION PARTY INDEMNIFIED HEREUNDER. PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET A. WEYERHAEUSER TRU5 JOIST 2.2E PARALLAM P5L THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 ALL TO BE INSTALLED AS PER MANU. 5PEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT S � I G I NC O TOi� i�LAT BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLAGINC STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAKINOS, SPECIFICATIONS, FRAMING MATERIAL STANDARDS SECTION, THE &OVERNING BUILDING CODE, APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS: FROM THE DRAWINGS AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL TOP PLATE CEOGRAPHIG DESIGN CRITERIA AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT IWRITTEN CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY }- TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS AUTHORIZATION OF THE ARGHITECT/ENOINEER. REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE I LEND H 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID 5AWN RAFTERS SHALL EVALUATION REPORT. FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES BsG - GROUND SNOW LOAD 25 L55 Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRANIN55 NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE ALL OTHER GASES ONE STORY SLAB ON GRADE NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS BASIC WIND SPEED 150 MPH PERTAINING ARE TO BE FIELD VERIFIED. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AM4.1 CELLULOSIC BUILDING MINIMUM 5PLICE'A},4 BUILDING MINIMUM 5PLI0E',2°'4 EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. I )RED HOLES ARE LIMITED FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR 20. CONTRACTOR TO REMOVE 8 RELOCATE AS REQUIRED ALL EXISTING WORK IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER I PTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. DIMENSION (FT) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT) EXPOSURE CATEGORY B WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKtA4AN LIKE MANNER. HOLE SHALL NOT BE OL05ER THAN 2 INCHES TO Th: TOP OR BOTTOM EDOE5. 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN SEISMIC DE51ON CATE60RY B 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 12'-0" 21-011/2'-6" 12'-0 " 3'-0 " SPECIFICATIONS, UNLE55 NOTED OTHERWISE. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED 025- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL „ WEATHERING SEVERE 22. PROVIDE FIREBLOCKINC AS PER NEW YORK ACCE551BILITY STANDARDS. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL 5-=- DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION I6-O 3-O„/3,-q I6-O„ 4-O OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. FROST LINE DEPTH 3'-O" 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED IA5AIN5T ANY NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. 20'-O" 4'-O"/5'-O" 20'-0" 5'-O" UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL COPYRIGHT PROTECTION ACT OF IcigO (AWCPA), WHICH HAS SEVERE PENALTIES. 25. FOR NEW WALL5, A PERFORATED 5HEARWALL 5Y5TEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. 24'-0" 4'-0"/5'-0" 24'-0" b'-O" TERMITE MODERATE TO HEAVY CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, GENERAL WIND PROTECTION CONNECTION NOTES: NOTES, AND TABLES ON PAGE 6-003 E G-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 SQUARE AND - - - ICE 11 BARRIER REQUIRED YES ADAPTED FROM STANDARD FOR HURRICANE RESISTANT FRESIDENTIAL SPECIFIES THE REQ D NAILING FOR THE 5HEATHIN6 (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). 215,-O 28-O 7 O CONSTRUCTION;55TD 10-q9 AND 2018 5BG HIGH WIND EDPITION WOOD FRAME SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 12 CONSTRUCTION SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAO 5CREW5: LAG SCREWS OR LAO BOLTS SHALL COMPLY WITH ANSI/ 32'-O" b'-O"/`7'-b" 32'-O" 8'-O" w I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUMIDATION WALL5, 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEC.'s). ASME 5I8.2.1 SQUARE AND HEX BOLTS AND 50REWS (INCH SERIES). FLOORS, STUDS AND ROOF FRAMING SHALL BE PROWIDED. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. - - „ 2.2.5. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 36-O 7 O%8 a 36-O a O O 26. COLUMN BEARING A5 FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DE51&N I•TABULATED SPLICE 16d NAI5 ASSUME TOP OR SHORTER PLATE V 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT CONNECTION U51N6 2-Ibd NIAILSi PER FOOT.FOR SHORTER SPLICE INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END &RAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, LEN6TH5,THE NAIL 5PACINC SHALL BE REDUCED IN ORDER TO 40'-0" 8'-O"/10'-O" 40'-0" I I'-O" BE USED IN ACCORDANCE WITH MANUFACTURER'S REIGOMMENDATION5. TREATED WOOD $ FLASHIN6. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS PROVIDE AN EQUIVALENT NUMBBER OF NAILS WALL w/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. 3. METAL PLATES, CONNECTORS, 5GREW5, BOLTS AND NAILS EXPOSED SECURE w/(2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® 2.TABULATED SPLICE LEN6THSi ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-6" 50'-O" 13'-O" DIRECTLY TO THE WEATHER OR SUBJECT TO SALT G(ORROSION IN COASTAL EXIST. WALL5 $ 12" LONG HOOKED BOLTS 0 NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND IN EXPOSURE B AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" 6A&E ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, 5.TABULATED SPLICE LENOTHSi ARE BASED ON 5 FOOT WALL 60'-0" 12'-0"/15'-O" 60'-0" I(0'-0" H WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® P05TIN6,U.O.N.). GRADE 53 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL HEI&HT5 FOR OTHER WALL HEIOHT5,H,HE TABULATED UNIT 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE 60VERNIN6 BUILDING CODE AND ANY LATERAL LOADS SHALL BE MUILTIPLIED BY H/a; ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS FOR ALTERNATIVE WALL HT£I6HT5 MULTIPLY HE ABOVE 70-O 14-O 70-O 19-O SHEATHING AND SIDING, FRAMING ANCHORS OR GONtlNEGTORS SHALL BE IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ NOTED MIN.SPLICE LEN6TH1 BY THE FOLLOWING FACTOR PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE 5TIUD5, HEADER STUDS STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) 6 ANCHOR BOLTS, CODE EVALUATION REPORTS. (ADDITIONALLY,ROUND UP'TO THE NEAREST FOOT). „ „ „ PROJECT: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG 80-0 I6-O 80-O 2271 -O 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR, OF OPPOSING w/6" RISE d w/ (2) s/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LE65 2.2.5• NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD q' WALL- 1.125 SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. IO'WALL- 1.25 FLO R I 0 RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR ;2N4" LUMBER 15 SET b DI5T.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PACE 6-003. II'WALL- 1.315 HIS COLUMN W MULTIPLIER LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATT'rACH TO EACH PAIR OF 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC, NAILS AND STAPLES 12'HALL- 1.5 FOR 10'-0"KALE RAFTERS. GYPSUM WALL BOARD SHALL MEET THE REQUIREMENTS OF THE C70VF-RNINO BUILDING CODE 4.TOP PLATES SHALL BE A MIMIIMUM OF 571JD CRAVE MATERIAL RESIDENCE 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. COMPOUND METHOD. MANUFACTURER'S CODE EVALUATION REPORTS. 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6,UNLESS 2.2.7. SCREWS: 5GREW5 SHALL COMPLY WITH ANSI/ASME B 18.6.1 S I ONAGE FOR TRUSS TYPE, PRE-ENO I NEERED 16" WITHIN 4' OF EXTERIOR CORNERS. OTHERWI5E NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE WOOD50REW5 (INCH SERIES). WOOD, AND/OR TIMBER GONSTRUGTION }�� I /� '�I ¢ 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATrE SHALL BE ANCHORED DEEMED APPLICABLE. 6LA55 WINDOWS AND DOORS ( I�l UJ�l T I O I V 4 N STfi� T I Oil fi� QU I i� M �1T5 THE FOLLOWING 516NASE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHE TO BAYVIEW AVE. TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER 3. 5/8", ONE HOUR RATED, TYPE -X' GYPSUM BOARD ON GEILIN6 AND WALLS I. ALL 6LA55 TO BE INSULATED LOW-E,UNLE55 OTHERWISE 51-ECIFIED. TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE SOUTHOLD, NY 11971 OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE (WHERE APPLICABLE) AT HEAT PRODUCIN6 EQUIPMENT TO EXTEND THREE FEET 2. 6LA55 DOORS AND WINDOW5 SHALL NOT BE INSTALLED UNTIL PROPER RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF 1EACH PLATE. ANCHOR IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING CLEARANCES ARE PROVIDED. A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRETE/MASONRY EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL PROPOSED DESIGN CODE PRESCRIPTIVE VALUE $ AUTHORITY HAVING JURISDICTION: FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED YWITHIN 12" OR CORNERS CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. 3. ALL SLIDING 6LA55 DOORS,SKYLIGHTS, AND ANY &LA55 UNIT INSTALLED GOMPONE:NT COMPLIES DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' ON CENTER. WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, V�`�-VE CITATION (PER 2020 NYSEGGG) 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND ED6E5 SHALL BE GENERAL NOTES UNLE55 OTHERN15E NOTED. TAPED AND RECEIVE THREE COAT5 OF JOINT COMPOUND. ALLOW 24 HOURS CONSTRUCTION TYPE DESIGNATION SHALL TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. - MAX. U-VALUE = 0.52 ENERGY TABLE 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH U-VALUE - 0.25 BE 1 II III 111V11, OR V TO INDICATE CODES AND REFERENCE STANDARD: FENESTRATION U-V;ALUE MAX. AIR LEAKAGE = 0.50 GFM/5F YESSTRUCTURAL DESIGN CHARTS E I. ALL NEW WORK PERFORMED SHALL CONFORM TO TH 2020 NEW YORK 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND MANUFACTURERS SPECIFICATIONS. AIR LEAKAGE = 0.30 GFM/SF PER R402.4.5 d TABLE R402.1.4 - CLIMATE ZONE 4 THE CONSTRUCTION CLASSIFICATION OF STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 ALL OPENINGS. 5. ALL WINDOWS TO BE CAULKED AND SEALED A5 PER NEW YORK STATE THE STRUCTURE UNDER SECTION (502 OF NEW YORK STATE PROPERTY MAINTENANCE GODS, AND) 2020 NEW YORK ENERGY CONSERVATION CONSTRUCTION CODE. THE NY5 BG. STATE ENERGY CONSERVATION CONSTRUCTION GORE. b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PACE &-003. MIN. R-VALUE - 13 (CAVITY) AT INTERIOR OF WALL BASEMENT WALL R.-VALUE R=15 BATT INSULATION ® INTERIOR PER TABLE R402.1.2 - CLIMATE ZONE 4, NOTE (c) YES 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMIIN&, CONNECTIONS OF ELECTRICAL: b. PROVIDE FLASHIN6 PANS UNDER ALL 5LIDIN6 CLASS DOORS,WINDOWS, OR WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. PAGE: CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 P'APER ASSOCIATION TO 2017 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL COMPLIANCE STATEMENT: 6" DIAMETER DESIGNATION FOR STRUCTURAL (AFr€PA) AMERIGAN WOOD COUNCIL (ANC). ENERGY CONSERVATION CONSTRUCTION CODE. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. TO THE BEST OF M1'f KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPONENTS THAT ARE OF TRUSS TYPE, PRE-ENGINEERED WOOD, OR TIMBER �®® . 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020) NEW YORK STATE 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLIANCE WITH TrHE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION GORE USING CHAPTER 4 [RE]. . ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS CONSTRUCTION A5 FOLLOWS: OO PLUMBING GODS. COMPLETION OF WORK. 8SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. - "F" = FLOOR FRAMING, INCLUDING 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2C:;)20 NEW PORK STATE 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: MECHANICAL GORE AND 2020 NEW PORK STATE FUEL (OAS CODE. - GENERALLY, VERIFY OR PROVIDE HARD WIRED 01. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH :,. GIRDERS 8 BEAMS SMOKE DETECTORS w/ BATTERY BACK-UP IN: ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE - R = ROOF FRAMING DATE: 03 06 25 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 N�4TIONAL ELECTRIC CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH - "FR" = FLOOR 4 ROOF FRAMING 2 OF 8 GODS, NFPA 70 AND 2020 NEW YORK STATE ENERGY CCONSERVATION A. EACH 5LEEPIN6 ROOM THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE CONSTRUCTION CODE. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, B. OUTSIDE OF EACH SEPARATE 5LEEPIN6 ROUGH OPENIN6, U-FACTOR, L16HT AREA, VENT AREA, AND EGRESS AREA IN THE IMMEDIATE VICINITY OF REQUIREMENTS. MECHANICAL, FUEL 6A5: THE BEDROOMS (GENERALLY THE HALLWAY) 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE I. MECHANICAL AND FUEL 6A5 SYSTEMS SHALL COMPLY w/THE TEMPERED 6LA55. NY5 MECHANICAL CODE AND FUEL OAS CODE G. EVERY LEVEL OF DWELLING (BASEMENT, FIRST FLOOR, d SECOND FLOOR, ETC) 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WIN)BORNE DEBRIS. 2. ALL MECHANICAL SYSTEMS, APPLIANCES, d EQUIPMENIT SHALL BE LISTED, INSULATION GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE LABELED, E INSTALLED IN ACCORDANCE w/ MANUFAGTUFRER'5 SPEC.'S b CODE. I. ALL EXTERIOR WALL5 AND ROOFS SHALL BE INSULATED WITH FOIL FACED M1551LE TEST Cr ASTM E1946 AND A5TM E1886 AS MODIFIED BY 2020 NY5 BG ( FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SECTION 301.2.1.2.1. 6ARA6E DOOR GLAZED OPENING PROTECTION SHALL MEET �' � -.n•.. C'Fy�v 3. ALL FUEL 6A5 SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS FOIL TO BE PLACED TOWARD WARM SIDE. THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR �� STROKE SHALL BE EQUIPPED w/FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL AN51/DASMA 115. H•� SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGT I5 EXTINOUI5HED. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION / \ )^rj 4• � �� *�4 WALLS FROM b" BELOW ORADE TO 24" BELOW GRADE IF DESIRED BY 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH 4. SUPPLY 4 RETURN DUCTS OR PORTIONS THEREOF NOT' LOCATED CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE A THICKNESS OF NOT LE55 THAN " AND A SPAN OF NOT MORE THAN 8 SHALL � "�! COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE �5HALL BE INSULATED FOUNDATION WATERPROOFING. BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND TO AN R-VALUE OF AT LEAST 04Y5 EGG R403.3): ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED A5 REFLECTIVE REFLECTIVE , �, +0� 4� DUCTS 3 0 d GREATER, LOCATED IN ATTIC: R-8 - 9" R-50 FOR FLAT GEILIN65 PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE RED PANTONE WHITE L n DUCTS UNDER VO, LOCATED IN ATTIC: R-6 - 8.25" R-500 FOR VAULTED AND CATHEDRAL GEILIN65 R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT DUCTS 3110 4 GREATER, OTHER PORTION OF BUILDINdb: R-6 - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED --" DUCTS UNDER 5"(P, OTHER PORTIONS OF BUILDING: R-4.2 - 5.25" R-21 FOR 2"x6" WALL CONSTRUCTION ON THE BUILDING. - 5 25" R-21 FOR FLOORS I i MISCELLANEOUS FRAM I NO ORAPH I C5 CONTINUOUS BUILT—UP C I RDERS 3 OR MORE SUPPORTS (THAT EXCEED FRAMING 57ANDARD5, IT 15 REOV FOR FRAMER TO HAVE A F I REBLOGK I NC FOR PLATFORM NOOD FRAM I NC WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [ANC] DETAIL BOOK CONNECTION PATTERN SCHEDULE (FOR ENOINEERED LUMBER [le. WOOD I-JOISTS] SEE MANU. 5PEC.'s FOR ADDITIONAL INFO.) 0- AND ALL RELEVANdT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 ASSEMBLY REQUIREfMENTS: CONNECTION a 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED PATTERN ME50RIFTION TOGETHER 51ME BY 51ME ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE SERVES Lu NON-LOAD BEARINO WALL OFFSET FROM SUPPORT A (2)mows IOd NAILS® 12"O.C. MAX.52" LOCATED BETWEEN ,ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. J co THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST M STUDS STUD B (3)ROWS IOd NAILS® 12"O.C. SUPPORT. NO TWO AkDJOININ0 JOI5T5, OR MORE SERVES A5 FIRE5LOPPING. Q 1..+ (V P THAN ONE THIRD THEE TOTAL NUMBER, ARE TO BE 5U5FL0OR (2)ROw5 1/2" m BOLTS• 12"O.C.STA66ERED; JOINTED ON THE 5AIME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE 0� j b7 SU$FLOOR �' DBL.m ENDS TWO-PIECE PLATE SERVE AS FIRESTOPPING. SOLE PLA —""--- BUILT UP 61RDER P MAX.52" 0 " O NAILING: 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE D (2)ROwS I/2" m BOLTS• 161 O.G. —_ � SOLE PLATY JOIST SERVES AS FIRESTOPPING. �z TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE �; (o E (2)ROWS 1/211 m BOLTS• 24"O.C. 51DE WITH IOd NAILS, TWO NEAR EACH END OF OL N z O BETWEEN 1/6 EACH PIECE, OTHER:5 5TAGGERED WITH A P15TANCE 5 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING 1 (2)ROWS 5-5/6'TRUSSLOGK SCREWS• 12"O.C. a 1/4 of A OF 16 INCHES BETWI=EN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. F SCREWED ON(1)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH r— U 6 CD (2)ROWS 5-5/6'TRUSSLOGK SCREWS m 16"O.G. r SIDE W/ IOd NAILS, Ti WO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE x0 N SCREWED ON(I)SIDE OF MEMBER JOIST, OTHERS STAC.5GERED W/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN 0 O (D H (2)Rows 5-5/6'TRUSSLOGK SCREWS a 24"O.C. BETWEEN NAILS IN Ak HORIZONTAL LINE. JOISTS SERVE AS FIRE5TOPPIN6. -0 O m a--� r— JOIST SCREWED ON(1)SIDE OF MEMBER N -J L0 MAXIMUM OFFSET 1 (2)ROWS 5"TRUS5LOCK SCREw5 m 12'O.G. THREE-PIECE -I. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE AND c cc J BUILT UP GIRDER MAX.52" THREE-PIECE GIRDE:R5 ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS O �- G O JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER MATCHED SIZE OF BLOCKING (2)Rows 51 TRUSSLocK SCREWS 0 I6•O.C. NAILS ON EA. SIDE w/ TWO4 NEAR EA. END OF EA. SERVE AS FIRESTOPPING. UNDER NON-LOAD BEARING FIRE5TOPPING AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING IN-TERMIDIATE JOINTS, AND w/ THE PARTITIONS ® 52" O.G. BLOCKING STUD OTHERS STAGGERED W/ A DISTANCE OF NOT MORE 3 5. THE HEADER SERVES AS FIRE-STOPPING. (2)ROHS 5"TRU55LOCK SGREwS m 24"O.C. BETWEEN 1/6 DOUBLE PLATE L SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 52" BETWEEN PNAILS IN A HORIZONTAL LINE. q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL n 1 FOUR-PIECE GIVERS ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO W GENERAL REOUIREMENTS FOR GENERAL REOUIREMENTS FOR 1.NOTE: AMS 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED) w/ 20d NAILS A5 SPECIFIED STRINGER TO SERVE AS FIRESTOPPING. PLAN SHALL USE CONNECTION PATTERN'A'WHEN 6"OR SMALLER FOR THE THREE-PIECGE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS 4 CONNECTION PATTERN S'WHEN 10' OR AR'SER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH p GIRDERS ARE TO BEE: SECURELY ANCHORED TO I FIRE5TOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF MAIN MEMBER MASONRY PIERS, NAILED TO WOOD POSTS OR THE VERTICAL OPENING 15 5EALED BY PLASTER ON THE CEILING r , BOLTED TO STEEL COLUMNNS5. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE v LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED n , AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL V f I //��' L� l� G G I 1� �/�G I G J,� PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON W NAIL NO I_ ATTERNS FOR 51 DE LOADED BEAI " IS (Ic . FLUSH I BEAMS) -LOCATIONS REQUIRUNG FIRESTOPPING- AS FIREE:USTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE 1 � � AS FIRESTOPPING. PING FIRE- FIRE- FIRE- FIRE- WOOD PIRESTOPPING FIRE5TOPPING T I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF STOPPING STOP SOLE y MEMBERS DIAM.X E APPROX. 50° W/ THE MAIN MEMBER 4 STARTED APPROX. FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING Y5 THE LENGTH OF THE NAIL FROM THE MEMBER END, MULTIPLE-PIECE MEMBERS c I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER NAILED BOLTED' A MIN. OF (5) NAIL DIAM.'s AT A q0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN 2 ROVIS I6a 5 ROWS I6a 2 Rows15• 2 ROWS)" 2 Rex-11 ^ i N'M VERTICAL MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST COMMON COMMON BOLTS•4+' BOLTS BOLTS FIRESroPPING WHEN GO�TO UN E APPLIED SIX TIMES THE DIAM. OF THE NAIL 0 12"OZ.• 0 12"O.c.• O� gT 0 12"O.G. 0 6"O.G. TO UNDERSIDE OF Q TWO ROWS 12 O.G. THREE-_ROWS 12 O.G. JOISTS I I LOCATION I LOCATION 2 LOCATION 5 3. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL BEAM SELECTION w/ STD. LINO ° ° ° ° ° ° ° ° LOCATION 4 I BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST AS NOTED IN NOTES � s ALTERNATE W R WHEN FASTENED TO A 2"x4" TOP PLATE O 5 TOE NAILS ° ° ° ° NONCOMBUSTIBLE Q IN EA. SIDE WHEN FASTENED TO A 2"x6" TOP PLATE. ° SOLE FIRESTOPPING LOCATION IOR I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDGES WOOD FIRESTOPPING _ FIRE5roPP1NG 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A9 THE BOLT AND SHOULD BE LOCATED 2" k TWO ROWS 24"O.G.STAGGERED TWO FFtOWS b"O.G. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL I INTERIOR STUD DETAIL CH I M. CHASE SEGURI NO 19 STD. SIDE WALL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O O O 0 0 O C O 5.STAGGER EACH ROW OF FASTENERS BY 12'. O 0° OO 0 OO O O O O 2"SPACE NOT 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLED MN ® NONCOMBUSTIBLE FIRESTOFPING 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRE5TOPPIN6 \ APPROX.I INCH THICK BOTH SIDE OF THE MEMBEll NOTE: (SIM. ® CHASE WITHIN PLANE b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6'O.G.OR TRIPLED FOR 4"O.C.NAIL 5PA01NG. LOCATION '7 OF ROOF 51, w/STUDS TO ATTIC, FLOOR d STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: BLK'G TO FIRE STOPPING R/L 51VES w/STRAPPING TO "1• ROWS OF Ibd COMMON NAILS(12"O.C.)FOR DEPTHS 12"OR LESS LOCATION 5 LOCATION q R/L SIDES) 6.5 ROWS OF 16d COMMON NAILS(12"O.G)FOR DEPTHS OF 14",16"4 16". LOCATION 10 Oo I TOP PLATE ® o N HIM. CHASE WALL GONSTRUGT 1 ON DETAILS N I ND D G LOA PATH GONNET 1 ON DETAILS G TOP PLATE NOT TO SCALE INTERSECTION DETAILlu UPPER TOP PATE LAPS TOP PLATE LOWER ROOF 0 Z 0 RE01D BLOCKING -�Q O K I NO STUDS TO ALIGN Wd STRAPPING d z o EA. LIEVEL ABOVE w N w IY THE FIRST FL. ® z W Z ® O WooD JOI FLooR/GLG. CRIPPLE STUD WOOD JO I S JO 1ST HANG E HEADER Z BLOCKING BIRDER/HEADS o JACK 5TUID5 WOOD JOIST SIDE \1IEW PLAN \/IEW m WOOD O I RDER W F— a 0000 0 NA L I NC/STRAi= NC NDON/DOOR HEADER JOIST FRAMINO FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION JOIST FRAMING OVER WOOD C IRDER PROJECT: TION:A - NUU 'i f L0 R I 0 A NUVMBER OF Sd NAILS ® EA. END OF STRAPPING (2018 WFGM,TABLE 3. , P. ISq);WHEN STRAPPING I^I G G REEQUIRES OVER 14 NAILS,USE SIMP50N 0516 STRAPPING (OR EQUAL). Y ` l ND RES I JTANT GONJTRUGT ON GONNEGTORS RESIDENCE B - NUVMBER OF SILL 5TU05-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.25B,P. 2ql) G - NUVMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2018 WFGM,TABLE 5.250,P. 2112; A6LTERNATE AS PER TABLE 5.25D, P. 2q5) CONNECTION LOCATION: PART NUMBER: NOTES: A D D - NUVMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE (22015 WFGM,TABLE 5.1,P. 1bq) RI DOE-TO-RAFTERS C520 © 21" APPLY TO EACH PAIR OF RAFTERS G E (241PLY) - NUMBER OF JACK STUDS a EA. END OF 2-PLY HEADER(2018 WFGM,TABLE 5.22F, P. 288) E (5-PPLY) - NUMBER OF JACK STUDS ® EA. END OF 5-PLY HEADER (2o18 WFGM,TABLE 5.22F,P. 288) RAFTER-TO-WALL H"l APPLY TO EACH RAFTER 1150 BAYVIEW AVE. F - NUVMBER OF 16d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) a EA. SIDE WALL STUD SOUTHOLDF NY 11971 E (DJOE5 NOT APPLY TO DOORS) (2018 WFGM, TABLE 5.5,P. Iql) BOTTOM PLAT RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER FASTENING 5GHEDULE B SUB FLOOR ROUcGH OPENING FRAMING REQUIREMENTS FOR KNIPOW/DOOR OPENINGS DRAWING TITLE: (I1N ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) DOUBLE JOIST PLATE-TO-WALL STUD G520 18" APPLY TO EACH WALL STUD FRAMING GRAPHICS NOTATION 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 @ 36" APPLY TO EACH WALL STUD BEAM CONNECTION PATTERNS ROUCSH B G D (2 PLY (5 PLY F HEADER-TO-JACK STUD 0520 ® 1211 APPLY TO EACH JACK 57UD FIREBLOCKING DETAILS OPEPNING HDt:U HDW 2'-0" 2 I I 2 I I 2 CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 55TB16 APPLY TO EACH SIDEWALL END 4'-0" 3 I 2 3 I I 3 DOUBLE JOIST FOR NON-BEARING WALLS PAGE: * - PROVIDE (2) 2°xIO" HDR (MIN) U.O.N. 6'-0" 4 1 5 4 1 1 4 IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE (USE W1TH 5" SCUARE WASHERS) G-003m S o 6 2 3 5 I I 5 00 USE THE FOLLOWING OR APPROVED 5IMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. 7 2 4 (0 2 I 6 FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 8 2 5 8 2 I 8 DATE: 03/06/25 3 OF 8 k A- 4R'; � �C � Qf: i4 �� I I 0ENE AL SNr�450L= 'KF-**-r : NEW PARTIAL HEIGHT DEMOLITION NOTE: a _ EXISTING TO BE DEMOLISHED , WOOD FRAME (L.O. STL. PROVIDE SHORING AND SUPPORT TO ALL AFFECTED Q WHEN APPLICABLE) STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT EXISTING TO REMAIN OF ANY DEMOLITION OR CONSTRUCTION. NEW WOOD FRAME (L.G. T NEW FOUNDATION WALL W cz 5TL. WHEN APPLICABLE) J m NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL LN WOOD FRAME (L.G. 5TL. ® POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"x(o" 5TRUOTURAL O '— POST FOR 6" WALL5), U.O.N. — -O } NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. 0 O N z 0 WHEN APPLICABLE) CL 'co L0 ,Y 2 X N O 4- O pO m •Z C0 N O 0 co O Q W 4J - - - U - - - 4-J m EXI5T/ D — — — — r — — — — ------- — — — — — — — — — — — — — — — — — XI5T. ----- — U � / GLEAN OUT I REMOVE PARTIAL Q • — 4 SEPTIC WALL FOR WINDOW EXIST. BILGO / / EXIST. REAR DECK OPENING LINE I I I / / / I I Eyxyl Win W P. PECK r ABOVE / REPLACE ALL' ALL EXIST. WINDHS W TH / 7 77, 7 / r / / / GLIDERS REMOVE AND — — = — I `— — — —_—_ —_ — — — — — — — — — — — — — / REPLACE INTERIOR / / EXIST. OUTDOOR SHOWER I =__= O -- /STAIRS I I — — — — — — — — — — — — — — — — / EXIST. EXIST. REAR DECK REMOVE # / ' -- -- REMOVE a RELOG. EXIST. WINDOWS REPLACE ALL EXIST. WITH GLIDERS \_EX15T. WNV DECK EXIST. ————— ELEC. W.H. I ABOVE WASHER, DRYER # SLOP SINK ————— / — — — / , - - - - - - - - - - - / REMOVE # / III REPLACE ALL REMOVE AND —— —— / EXIST. WINDOWS REPLACE INTERIOR -- I WITH GLIDERS STAIRS EXISTING FIRST FLOOR;NO PROPOSED WORK I L— EXIST. i / I UP w EXIST. O O O O O I I 2 AG E C7 EXISTING (SE;NO GOND. I ( I O PROPOSED RK WO v / I I I I I I EXIST. LIVING ROOM / / Eli � GARAGE / EXIST. BASEMENT SLAB EXIST. EXIST. 1255 5.F. ABOVE I W / / / METER FANEL 7'-1/2" GL& HOT I 0 I I I I I I PROJECT: / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXIST. FURNACE I I F LO R I0 - - - - - - - - - - - - - _ __ ___ ___ _ _ _� RESIDENCE - _ _- EXIST. WATER /r/ �r / /, / CONNECTION 1150 BAYVIEW AVE. - - - - - - - - - - - - - - - UNEXGAVATED I IL - - - - - J SOUTHOLDf NY11971. - - - - - - - - - - - - - - - - - - - - - 7 � Ii- - - - - - - - - - - - - 7�1 - - - - - - - - - - - I DRAWING TITLE: — — — — — — — — — — — PROPOSED DEMOLITION PLANS EXIST. FRONT PORCH — — — — — — — — J \_EX15TI I I I I . WD. / EXISDI ABo� � I I PAGE: A-10 .1m00 - _ - - - - - - - - - - - - - - - - - - - - l I I DATE: 03/06/25 4 0 F S D A/,v-C PROPOSE;) FIRST FLOOR DEMOL I TI ON PLAN PROPOSE,-) BASEMENT I�)EMOL I TI ON PLAN SCALE: 5/16" = I'-O" SCALE: 3/16" = I'-O" s o I i (5ENEf;;?,AL SNT'0'1 /150L <ENr : _ EXI5TIN6 TO BE DEMOLISHED NEW PARTIAL HEIGHT d WOOD FRAME (L.6. STL. Q EX15TINO TO REMAIN WHEN APPLICABLE) NEW FOUNDATION WALL NEW WOOD FRAME (L.6. � J C13 STL. WHEN APPLICABLE) (r) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL LO WOOD FRAME (L.6. 5TL. ® P05T FOR 4 WALL5 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL P05T FOR 6" WALLS), U.O.N. 0 NEW 2-HR FIRE RATED WOOD FRAME (L.6. 5TL. WHEN APPLICABLE) a '� � ,Y i c X N O 4- O O m •Z C9 FOUNDATION PLAN NOTES c NO O cc a O DOOR NOTE: Oj I. INSTALL NEW INTERIOR DOORS WHEN CALLIED OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.NOTE DOES NOT INDICATE EACH NEW DOOER PROPOSED;SEE DESIONATION5 4 DOOR 50rHEDULE. 4.PLACE DOOR5 4" MIN. FROM PERPENDICULAR WALLS,U.O.N. 5. INSTALL AS PER MANU SPEC.'S 6.PROVIDE (2) 2"xl0" HDR.,U.O.N. - - - 1. SEE PAGE 6-003 FOR ALL OTHER FRAMIN40 ELEMENTS AROUND DOORS (TYP. FOR ALL)) U.O.N. - - - r l O STAIR B RAILING NOTE: v I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4F" RI 4 MIN. 10" ' - - - • Tr - RISERS SHALL BE CLOSED - - - 2. 6REATE5T RISER HEIGHT IN A FLIGHT OF' STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE TRIAN W 3. HEADROOM IN STAIRWAYS SHALL BE AT]LEAST 6'-8". 6- 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: - - - - - - - - - - - - - - 4.1. BETWEEN CLEAR HE16HT 4 HANDRAILS: 56" MIN. Fr _ • 4.2. BELOW HANDRAIL, RAIL ON ONE SIIDE: 31.5" MIN. EGRESS 5. HANDRAILS SHALL BEPROVII-ED ON NOT E55 THAN MIN.HANDRAIL, ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR EXIST.- OR MORE RISERS, AND WHERE 5HOWN ON PLANS. GLEAN OUT 6. 6UARDRAIL5 SHALL BE PROVIDED FOR OPEN-SIDED 4 SEPTIC WALKING SURFACES LOCATED MORE THAN 50" ABOVE LINE I • FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. '1. 56" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO z 4 E`o. t ERE,36"' HIGH DECK HANP - - - - ABOVE ABLE RAIL AS PERGODE -1 PROP. GYM AREA 8. 9. RAILING TO BE WOOD. a 15-7 S.F. Rem WINDOW NOTE: I 7 I - O I IZS SHALL BE ANOERSEN A POOP SEMENT, DOUBLE-HUN6OR GLIDING (AS') NOTED). INSTALL AS PER MANU. SPEC.'5. 2.NOTE DOES NOT INDICATE EACH NEW WINDROW PROPOSED; ( ( ' SEE DE516NATION5 4 WINDOW SCHEDULE. I 3 B 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "6LAS35 WINDOWS I 3'-b" 3'-8y2" I 3'-11 2" , AND DOORS ON PAGES TO H 4-�2 - - - -10-I - - - - - - -5=0- - 4.ALL CASEMENT WINDOWS TO HAVE STRAI61-IT ARM HINGE. EXIST. � L- - - - - - - 5. ALL DOUBLE HUNG WINDOWS TO BE TILT NvASH UP 6.IN GENERAL, TEMP. &L. SHALL BE PROVIDED: - 6.1. FOR ALL SKYLI6HT5 4 OPERABLE PANELS OF - - - - - - - - 001 5WIN61N6,5LIDIN6, 4 BIFOLD DOORS 6.2. WITHIN 18" OF F.F. I I I 6.5. WITHIN 24" OF A DOOR Oi 3 B 3 g - - - - - - - - _ 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF A LANDING I I m 6.5. WITHIN TUB/SHOWER ENCLOSURES4'-ly2 002 4 BARN DOOR '7. SEE PAGE 6 003FOR FRAMENERAL ING EEMENTS AROUND Q I I \EXIST. WD. DECK-\ WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM I I EXIST. - I ABOVE (2) 2"x10" HEADER U.O.N. WASHER, DRYER 4 SLOPE SINK - 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER I z I NY5 R312.2 FOR OPERABLE WINDOWS W1THI SILL HEIGHTS I J N �- - - - - - - - - - - - - LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN-72" � -G C _ - ABOVE CRAPE OR THE ADJACENT SURFACE AT THE I _ _ BUILDING EXTERIOR. 3 m p ! - - - - - - - - - - NEW MECH ROOM m F-ORE55 NOTE: 450 S.F. IN COMPLIANCE WITH NEW YORK STATE BUILD>IN6 B UNFINISHED 4 UNHEATED NEW RECREATION AREA CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF i I 7'-O" GL6 H6� z 560 S.F. to EG FINISHED 4 HEATEDRESS SHALL BE FOLLOWED: � I NEVI 7'-O" GL6 H6T 4 NET CLEAR OPENING.. .. . 5.1 S.F. UP NET CLEAR HE16HT............... 24" MINIMUM I 2 NET CLEAR WIDTH................. 20" MINIMUM I 'i 5 V:2'I " m m OBASEMENT WALL FRAMING 4 I. 2x4 P.T. 16" O.G. WALL FRAMING 2. R-15 BATT INSULATION W/ EXIST. I I - - - �- - - - - �e MOISTURE BARRIER AC I I 6 w 3. �" 6YP5UM WALL BOARD FINISH COND. I I RELOG. I 4 - ELEG. ]N.H. = Q p EGRESS WINDOW WELL: I v O "RO KIWELL;ELITE SERIES"66 W.X60"H. OR EQUIVALENT. I �'� 003 I I �6,APAeE5gABOVE INSTALL AS PER MAN. SPECS. EXIST. 004 I EXIST.ELEC. ELEC. 6 i0 - 26'-IjY2" REMOVE 4 RELOCATE EXISTING HOT WATER METER I PANEL O STORAGE TANK; INSTALL AS PER MANUIFAGT. SPECS ONEW FINISH FLOOR: I - - - - - - - - - - - - PROVIDE NEW EPDXY FINISH OVER EXISTING iGONGRETE � _ - - - - - - \ � SLAB. IST. FURNACE 4 DUCTWORK PROP. BUILT-IN ABOVE PROP. PANTRY m z I PROJECT: I 55 SF. 4 - - - - - - - - - � - - - - - - - - - - - I " lir=x < I I FLORIO - - - - - - - - - - - - - - - - - HVAGDUGTTOBE RESIDENCE EXIST. WATER 18'-9° MOVED AS CLOSE TO q CONNECTION PROP. BUILT-IN I I SOUTHWEST WALL AS �- Q � L POSSIBLE I y - UNEXCAVATED� - - - - - - - - J 1150 BAYVIEW AVE. o = - - - - - SOUTHOLD, NY11971 ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "6-005" FOR NAILING STRAPPING DETAILS. 13-Ijy2 5-,y2 - - - - - - - - - - - - DRAWING TITLE: SEE DOOR SCHEDULE FOR ALL 6LA55 DOORS FROM SAME MANUFACTURER FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER * CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS - - - - - - - - - PROPOSED FOUNDATION PLAN WINDOW CHART EGRESS CLEAR ROUGH OPENING WINDOW DIMENSION OPENING EXIST. WD. FLOOR PLAN NOTES: LIGHT VENT1. ADD PROV. PROV. PATIO ABOVE � SPACES 16H HATS TO UNFINISHED AND FINISHED TA6 COUNT TYPE MODEL # WIDTH REOV: 20" AMP PER UNIT PER UNIT 2. HEATING AND COOLING TO BE CONNECTED TO HEIGHT REO'D: 24" (S.F.) (S.F.) EXISTING HVAG SYSTEM PAGE: WIDTH HEIGHT WIDTH HEIGHT OPEN REQ'D: 5.1 S.F. A I GLIDER 044 4'-0" 4'-O" 1-11 V411IF- J I A-102mOO 6.00 10.00 6.00 B 4 GLIDER 032 3'-O" ET-II" V4I'I IV40 2.50 I.10 L - - - - - - - - - - - - - - - - - - - - - - DOOR SCHEDULE DATE: 03/06/25 5 0 F 8 DOOR MATERIAL FIRE RATING TAG DESCRIPTION MANUUFACTURER J Ul NOTES Q Q 45 MIN. RATED WIDTH HEIGHT 1- 4 SELF-CLOSING T� BASEMEN 'ROPOSED FOUNr )ATIOi PLAN 001 BARN DOOR TBD 4'-0" 7'-0" 814 S.F. H �31T �L SPACE; O S.F. C-�fit055 FLOOR i� SCALE: I/4" = I'-o" 002 SINGLE 5WIN6 JEELD-WEN 2'-O" ,?• =_! 003 -IF-SINGLE SWING JEELD-WEN 3'-O" 6 I8" • a INSULATED -] IL 004 DOUBLE SWING JEELD-WEN 3'-0" IF6'-8" • � -� C�00 I _ I EXISTING TO BE DEMOLISHED HOOD FRAME (L.G. 5TL. a EXISTING TO REMAIN WHEN APPLICABLE) 0 W NEW WOOD FRAME (L.G. NEW FOUNDATION WALL CLu co5TL. WHEN APPLICABLE) J M NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL II ate,' C Lo WOOD FRAME (L.G. 5TL. ® P05T FOR 4 HALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. -O o NEW 2-HR FIRE RATED +-� WOOD FRAME (L.G. 5TL. p O CV z 0 WHEN APPL I GABLE) a 'C6 U) X = N O 4-J i Cfl FLOOR FLAN NOTES � 0 m .cm � G Q U) STAIR $ RAILIN NOTE. O 0 O I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI d MIN. 10" 0 d 0 Tr - RISERS SHALL BE CLOSED 2. GREATE5T RISER HEIGHT IN A FLIGHT OF 5TAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAIN I". S. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6-5". 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 4.1. BETWEEN CLEAR HEIGHT # HANDRAILS: 56" MIN. 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 51.5" MIN. 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 21" MIN. 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE 51ME OF EACH FLIGHT OF STAIRS CONITAINING FOUR OR MORE RISERS, AND WHERE SHOWN ON PLANS. 6. GUARDRAILS SHALL BE PROVIDED FOR OF'EN-SIDED WALKING SURFACES LOCATED MORE THAN, 50" ABOVE FINISHED FLOOR OR GRADE, d WHERE SHOWN ON PLANS. -1. 56" HIGH GUARDRAIL d SPINDLE SPACING ]NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE;56" 1-1410H HANDRAIL. 8. GRIPPABLE RAIL AS PER CODE. 01. RAILING TO BE WOOD. O GAS FIREPLACE: 2 I. PROVIDE NEW WOOD FIREPLACE BY STUV kb-le?H" OR _ _ _ EXIST. APPROVED EQUAL / ' N j 2.INSTALL AS PER MANUFACTURER'S SPECIFICATIONS j U c— AND NY STATE CODE 5.REFER TO INSTALLATION MANUAL FOR ALL IREOUIRED EXIST. VENTINO 4.REFER TO IN INAL ALLATION MA T UAL FOR MANTEL INSTALLATION GUIDELINES •r n V NEW FLUE: O I. PROVIDE ZERO-CLEARANCE FLUE THROUGH ROOF (UL# 105 OR UL# 105 HT) - INSTALL AS PER MANUI. 5PEC.'s - EXIST. BILGO ' PROVIDE NEW WD. FR. ENCLOSURE H/ 1/2" CrPX PLYWOOD d SIDING AS NOTED - SPIKED AND STRAPP3=D H/ 1-1/4"x - E�T. REAR DECK 20 GA. COIL STRAP TO EXIST. ROOF 5HEATfHING. 2.PROVIDE "ABE500 FP200 FIR EXPANDING FOAM" (OR EQUAL) AT ALL PENTRATION5 AT FLOORS/WALL5/CEILIN05;PRODUCT CONFOI;RM5 TO A5TM _ E 814,A5TM E 54, AND UL I4-19. (A 5.MECHANICAL FLUE TO EXTEND 5'-0" MIN. ABOOVE ANY D ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". EXIST. OUTDOOR SHOWER / _DN_ AL / A I EXIST. REAR DECK ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS9 PER MANU. SPEC.s. SEE PAGE 67-003 FOR NAILING 4 STRAPPING DETAILS. / SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER EXISTING FIRST FLOOR;NO CONTRACTOR TO VERIFY MANUFACTURER DIMEN51ION WIDTHS FOR ALL MULLED WINDOWS / PROP05ED WORK w WINDOW CHART / r � EGRESS CLEAR LIGHT VENT v ROUGH OPENING WINDOW DIMENSION OPENING ' / TAG COUNT TYPE MODEL # TEMP. PROV. PROV. / / EXPROPOEDRNORK O WIDTH READ: 20 PER UNIT PER UNIT / EXIST. LIVING ROOM / � HEIGHT REOV: 24° FIREPLACE BY 11 / WIDTH HEIGHT WIDTH HEIGHT OPEN RE Q'D: 5.1 S.F. STUN 16-H / A I GLIDER 644 B 4' 0" 41-011 5'-1 1 V4" 6.00 10.00 6.00V4" SLIDE 3'-O 2-II I.�O4 V4 V4 2.50 REQ =F NON-COMBUSTIBLE wo PROJECT: / FLOOR GUARD / 2" MIN. PER % E LO R I 0 / MANUFACTURER � RESIDENCE D/ 1150 BAYVIEW AVE. / / - ---- '/ SOUTHOLD NY 11971 / 25 5/16" MIN. PER MANUFACTURER DRAWING TITLE: PROPOSED FIRST FLOOR PLAN DOOR SCHEDULE EXIST. FRONT PORCH DOOR MATERIAL FIRE RATING PAGE: TAG DESCRIPTION MANUFACTURER p � � 45 MIN. RATED NOTES EXIST. WIDTH HEIGHT � I- Q SELF-CLOSING DIN A-J-03m00 BASEMENT 001 BARN DOOR TBD 4'-O" -1'-0" �� / DATE: 03/06/25 6 OF 8 002 SINGLE SWING JELD-WEN 2'-01, V.I.F. 005 SINGLE SWING JELD-WEN 3'-O" 6'-8" ��� INSULATED 004 � DOUBLE SWING JELD-WEN 3'-0" 6'-8" I • ��� FROPOSEI7 FIRST FLOOR PLAN :,R P. SCALE: 1/4" I' O" 1,1544 S.F. HAE 1TA5LE SPACE; I,C 54 S.P. CROSS FLOOR ARE, y �, i ELEVATION NOTES a I OPROVIDE CONGEALED FLASHING AT ALL ROOF INTERFACES. Lu O NEW FIREPLACE VENT: LJJ INSTALL FIREPLACE VENT AS PER MANU. SPEC.'S IN FUILL _I N CONFORMANCE w/VENTING CLEARANCES REQUIRED P'ER m Q ;4- N NYS MG 804. C L ) SEE ALSO NOTE ® FLOOR PLANS. ROOF VENT HEIGHT: _ r— C O O VENT SHALL EXTEND MIN. V—O" VERTICALLY ABOVE THE POINT OF ROOF PENETRATION 4 MIN. 2'-0" VERTICALLY ABOVE ALL ELEMENTS WITHIN 10'-0" MEASURED O N O HORIZONTALLY,AS PER NY5 RG 6242.7.5.5 O Z i ROOF CRICKET (TYP.): O4 x4" FRAMING ® 16" O.G.;PROVIDE ICE SHIELD LAPPED 15" IN ALL DIRECTIONS d FULLY FLASH. 0 X 2" fV I'-6" 3 O m (4 a--+ c N O c ¢ O a O 0 -- I LLI - - - -_ - -_ • ! j 0 0 -I- � U c El � � � QU) 00 � 0I o SOUTHWEST ELEVATION (FRONT) SCALE: 1/4" = I'-oil z w O U 6i a 0 s-0 PROJECT: 3 ELORIO 4 RESIDENCE 4 2 1150 BAYVIEW AVE. SOUTHOLD, NY 11971 ri II I � �� ICI ��.- I LJ �_�� PROPOSED EXTERIOR ELEVATIONS I PAGE: _LLLL LILLLLU-Li� A901000 DATE: 03/06/25 7 0 F 8 � SOUTHEAST ELEVATION (RIGHT SIDE) ��� - p O, M SGALE: 1/4" = 1'-0" :� A�Q �1 7 i A S• I i BUILDING SECTION NOTES FASTENINO SCHEDULE A O BASEMENT WALL FRAMING NOTE: TH15 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS a 1. 2x4 P.T. 16" O.G. WALL FRAMING (5EE PAGE 5-005 FOR STRAPPING AND NAILING REQUIREMENTS, Q 2. R-15 BATT INSULATION W/ AND ROUGH OPENING FRAMING REQUIREMENTS) � MOISTURE BARRIER ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE LV 3. " GYPSUM WALL BOARD FINISH (SCHEDULE AB PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.0 ui C6 c'7 DESCRIPTION FASTENER SPEC. FASTENER Q AND QUANTITY SPACING cl� C LO ROOF CE I L I NO FRAM I NO ° 0 p f RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER RAFTER 0 C\J . i CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER J015T )( N O 0 0 4- i CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE G-005' EACH LAP _c 0 m GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) 9-16d COMMON EACH LAP Q 0 N EX157. RIDGE A5 PER PLAN f EXIST. G.J. AS PER PLAN _ I COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-005 PER TIE BLOGKIN6 TO RAFTER (TOE-NAIL) 2-bd COMMON EACH END EXIST. G.J. AS PER PLAN RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END WALL FRAM I NO EXIST. LIVING � ROOM TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-Ibd COMMON 1 PER FOOT � 1 EXIST. TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-Ibd COMMON JOISTS - EA EXIST. � XIST ( L) TS . SIDE SUNROOM n 1 KITCHEN GL W \ STUD TO STUD (FACE-NAIL) 2-16d COMMON 24" O.G. +J - \ HEADER TO HEADER (PAGE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD s EXIST. F.J. AS PER PLANS s EXIST. F.J. AS PER PLANS BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-Ibd COMMON i,2 PER FOOT EXIST. F.J. EXIST. D.J. AS PER PLAN ENDJOIST, or BLOCKING (PAGE-NAIL) PROP. EGRESS = .— 4WINDOW WELL O ` 0 1 FLOOR FRAM I NO Q JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-bd COMMON PER J015T `jJ PROP. GYM ` �i in NEW RECREATION m Q `s� Q AREA ` r AREA BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END FINISHED d O PROP. HEATED BLOCKING TO JOIST (TOE-NAIL) 2-6d COMMON EACH END L,L -1 STORAGE ` BLOCKING TO SILL or 3-I6d COMMON EACH BLOCK TOP PLATE (TOE-NAIL) LEDGER STRIP TO BEAM (FACE-NAIL) 5-1bd COMMON EACH JOIST JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-ad COMMON PER JOIST BAND JOIST TO JOIST (END-NAIL) 5-16d COMMON PER JOIST BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON PER FOOT SF-GT)ON I — IAA-5O I ROOF SHEATHINO STRUCTURAL PANELS: 50ALE: 1/4" = 1'-0" INTERIOR ZONE 6d COMMON 6" EDGE / 12" FIELD PERIMETER EDGE ZONE e 5d COMMON 6" EDGE / 6" FIELD &ABLE ENDWALL RAKE OR RAKE TRUSS w/ 6d COMMON 4" O.G. UP TO 9" RAKE OVERHANG CEILINO SHEATHINO GYPSUM WALLBOARD 5d COOLERS -i" EDGE / 10" FIELD WALL SHEATH I NO STRUCTURAL PANELS bd COMMON 6" EDGE / 12" FIELD GYPSUM WALLBOARD 5d COOLERS -1" EDGE / 10" FIELD W FLOOR SHEATH I NO (SUBFLOOR) o U HEADER AS SECURE HANDRAIL To WALL ON AT LEAST ONE SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/ MANU. SPEC.'S; STRUCTURAL PANELS: PLANS AND NOT PROJECTING MORE THAN M's" INTO I" or LE-5 .THAN I": 56 COMMON 6" ED&E 12" FIELD 10c COMMON 6" EDGE / 12" FIELD PITCHED METAL STAIRWAY;SEE HANDRAIL &RIP 51ZE5 ADJACENT JOIST HANGER BY Iw 'SIMPSON' OR EQUAL 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. FIRST F I N I SHED FLOOR FOR EXAMPLE, IF WALL SHEATHIN6 15 NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER \ SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: Z - WHEN WALL SHEATHIN6 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER Or- NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I&D NAIL PER FOOT. IYz" MIN. SPACE BETWEEN \ 8 - FOR ROOF 5HEATHIN6 WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH LO R I 0 N WALL AND HANDRAIL \ USED.OF THE ROOF PEAK, THE 4 PERIMETER EDGE ZONE ATTACHMENT REOUIREMENTS SHALL BE 5/4" PINE RISER \ RESIDENCE i 5/4" PINE TREAD STANDARDS FOR ORIFFABLE HAND RAIL I SG,ALE: NTS 1150 BAYVIEW AVE. a„ t p GROSS SECTION SOUTHOLD, NY 11971 MIN, HANDRAIL I" ROUNDED NOSING p CIRCULAR NON-CIRCULAR w/Y4" RADIUS `fl Q CLEARANCE (NOT INCLUDED IN X DRAWING TITLE: N TREAD DIMENSION) BUILDING SECTIONS 4 -6Y4 --- Iy4 _2 PERI- 2V,4 MIN. MAX. �2 METER DESIGN DETAILS �o 60 v w / PAGE: . mA-3- 01000 (5) 2 xl2 STRINGERS ® w/ R-21 \ INSULATION, IF UNDERSIDE 15 FACING m STORAeF-MON-HABITAL SPACE N \ DATE: 03/06/25 8 0 F 8 570'RA0E UNDER y2" GYP. BD. (WHEN APPL I CALBE) 10" F TREATED 2"xIV SILL FOR CONTACT w/GONG. (IF APPLICABLE) t.. �'�A BASEMENT FLOOR -yid-^M•K_ _ INTERIOR HOOD STAIR DETAIL A-301.00 5GALE: 5/4" = 1'-0"