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HomeMy WebLinkAbout49464-Z to ea Town of Southold 10/5/2024 P.O.Box 1179 .53095 Main Rd Southold,New York 11971 ,xurrr�' CERTIFICATE OF OCCUPANCY No: 45630 Date: 10/5/2024 THIS CERTIFIES that the building ALTERATION Location of Property: 1505 Arshamomaque Ave, Southold SCTM#: 473889 Sec/Block/Lot: 66.-3-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/6/2023 pursuant to which Building Permit No. 49464 dated 7/12/2023 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: interior alterations, including"as built"bathroom alterations on second floor,to existing single family dwelling as applied for. The certificate is issued to Lagrega Andrew T Liv Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49464 9/19/2024 PLUMBERS CERTIFICATION DATED 8/23/2024 George Berry ut or' a Signature 1 �gpFfD(�c TOWN OF SOUTHOLD �o °aye BUILDING DEPARTMENT H x 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#: 49464 Date: 7/12/2023 Permission is hereby granted to: Lagrega Andrew T Liv Trust PO BOX 990083 Boston, MA 02196 To: construct interior alterations and legalize "as built" bathroom alterations on second floor of the existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 1505 Arshamomaque Ave, Southold SCTM #473889 Sec/Block/Lot# 66.-3-9 Pursuant to application dated 6/6/2023 and approved by the Building Inspector. To expire on 1110/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $222.80 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $88.80 Total: $311.60 Building Inspector pF SO(/r�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q (c� sean.devlintown.southold.ny.us Southold,NY 11971-0959 cuff BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Andrew T Lagrega Living Trust Address: 1505 Arshamomaque Ave city:Southold st: NY zip: 11971 Building Permit#: 49464 Section: 66 Block: 3 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: AS BUILT License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 11 Ceiling Fixtures 2 Bath Exhaust Fan 4 Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 5 Smoke Detectors 5 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 49 CO Detectors Sub Panel 100A A/C Blower 2 Range Recpt Gas Ceiling Fan 4 Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 26 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, (2) DW's, Oven, Hood, Smart Toilet, 100A Sub 12 Circuit/ 10 Used - (115Arc (1)120Arc (3)120Comb. (2) 120GFI Breakers Notes: " AS BUILT NO VISUAL DEFECTS " Whole House Recessed Lighting & Smokes, First Floor Renovation Inspector Signature: ~ Date: September 19, 2024 S.Devlin-Cert Electrical Compliance Form Copy Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502to- P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT t 1 TOWN OF SOUTHOLD AUG ? 2024 TOWN JF g�.DGUTRO1 l CERTIFICATION ( t Date: Za 6t� Building Permit No. o i - Owner: An,67 ere (Pl�ase rinct)) W. Plumber: Q%Ame print) JJ� - I I certify that the solder used in the water supply system contains less than 2110 of 1% lead. lumbers Si Sworn to before me this °` 1 d y of 20. Notary Public, 1 County .I VICK1,t!BERRY Notary.Pubyic-'State-of New )"ark No. 01 BE6070081 Qualified:in,.:suffolk'County I C`omHss�ion E-zpires_ . a apE SOUTh°� # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ Ly<0UGH PLBG. [ ] F UNDATION 2ND [X4e'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: 6� p'I/l .01 Vic 1(w 1-vu� /,v DATE INSPECTOR hO�aOF SOUIyo� # TOWN OF SOUTHOLD -BUILDING DEPT. ",oum��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IWULATIOWCAULKING [ ] 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: D(2z &.��40 c. DATE INSPECTOR laFSOUTyo� � # TOW :OF SOUTHOLD BUILDING DEPT. °yCDO 631-765-1802 [NSPECT[ON [. ] 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: T-Zu1_fi Wkg 12 gotfse gq a 7s�' Sloor CeAo ovA 4el I n Na fnlv,)jtl vzo r k e 4- Q �eL4i� a q Al , we ( 1ll 4 01 e/ jo r,4-- DATE / 12, INSPECTOR aDE SOGTyolo 1 l H v 15 c�jj 5 A J//��AA/��✓ U� # # TOWN O.FIOUTHOLD BUILDING DEPT. `y�oo�m N 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: s ta// DATE L INSPECTOR ` pF SOUTyO� 1 / - -- /SOS ���� •� '* * TOWN OF"- OUTHOLD BUILDING DF-PT. coutm,� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ 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: av� j DATE INSPECTOR 9/19/24,9:16 AM ZI IMG_3107.jpg 4 t4 �A F s f, SAS% Alft Mown I : .t j ! i � Il;t�s.r_ f� n . R t C https://mail.google.com/mai I/u/0/#i nbox/FMfcgzQXJGgJMccjBFKhvKXzhdnDZcQf9projector—I&messagePartld=0.2 1/1 9/19/24,9:15 AM IMG_3105 jpg MW MEOW s � C7 �- https://mail.google.com/mail/u/0/#inbox/FMfcgzQXJGgJMccjBFKhvKXzhdnDZcQf.)projector—I&messagePartld=O.l 1/1 N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer March 4, 2024 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971L , Re: Lagrega Andrew T Liv Trust 1505 Arshamomaque Ave MAR 2 6 2024 Southold, N.Y. 11971 District-1000, Section-66. Block-3 Lot-9 Building Permit Number—49464 Inspection—Framing On 1/19/24 and 2/29/24, I inspected and verified the construction at the noted location. The inspection covered the framing for the alteration to the existing house structure. The areas inspected included the basement, first and second floors of the existing house. The framing work included the interior wall and new beams and headers. The inspection results are: Items inspected included lumber type/grade, lumber size, dimensional spacing, framing connections, header sizes, bearing, continuity strapping and integration with the existing structure. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. OF NE 5 S�.M Nicholas J.Mazzaferro, P.E. z W W Z 23'FO o. 10 pR0fiESSI6NP1W FIELD INSPECTION REPORT DATE COMMENTS 61� FOUNDATION (1ST) y FOUNDATION (2ND) z 3 t o<<- + c� •— o + e coedpies ) H ROUGH FRAMING& PLUMBING �- I Lk I • CIA, LVu (AMpIt INSULATION PER N.Y. H STATE ENERGY CODE FINAL o ADDITIONAL COMMENTS 1 t • y c �� 1 D'S�i o ,� -w � Z R• \c)"a e,\esN-60- cou.k— o N H � O 1 z - x x e r� b y 7�g�ffa(,tQh TOWN OF SOUTHOLD—BUILDING DEPARTMENT H x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT i7-1 or Office Use Only 1 PERMIT NO. Building Inspector: JUN — I —' 6 2023 Applications,and forms must be filled out in their entirety.Incomplete T. a ,applications will not be accepted. Where the Applicant is not the owner,an `'v Owner's Authorization,form(Page 2)shall be completed. Date:06/06/23 OWNER(S)OF PROPERTY: Name:Andrew LaGrega SCTM #1000-066-03-09 Project Address:1505 Arshamomaque Ave Southold NY 11971 Phone#:617-733-4411 Email:alagrega@wilderco.com Mailing Address:1505 Arshamomaque Ave Southold NY 11971 CONTACT PERSON: Name:Michelle Sarabia, AMP Architecture Mailing Address: 10200 Main Road Unit 3A Mattituck NY 11952 Phone#:631-603-9092 Email:msarabia@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo,AMP Architecture Mailing Address:10200 Main Road Phone#:631-603-9092 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: OOther Proposed interior kitchen renovation and new flooring proposed renovation or second floor bathroom $ Will the lot be re-graded? ❑Yes El No Will excess fill be removed from premises? ❑Yes ONO i PROPERTY INFORMATION Existing use of prrty: Intended use of property: ` .._...- ._. -. ..-_.. ope .._.____..__. al _ -..--- Zopp,,or u e./ddiistrict in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑YesVNo IF YES, PROVIDE A COPY. ❑ Check 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. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,'Suffolk,.County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for,removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing'code and regulations and to admit authorized inspectors on premises and in buildings)for-necessary inspections.False statements made herein are punishable as a Class•A misdemeanor pursuant to section 210.4s of the New York State Penal Law. Application Submitted B (print na ): Authorized Agent ❑Owner Signature of Applic Date: OUID STATE OF NEW YORK) 1/ COUNTY 061 1� ) HONCbeing duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is then+ M P C (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 day of a441t Notary Public 1Aebora4 Or10w9ki Notary Public,State of New Yofk No.01OR6280-M PR+_O1PRR.AN O,WiNER AUITH,O1RIZ/� 11©;, Q� �msu olkcowlty���� .���` CoMMSSlODrEX}1=0S/13� W ere fAe alp ICarlt 15 rtOt t e owner) ''u,,,,ua�` UZ�rr�2 uS l residing at do hereby authorize AMC to apply on m behalf to the Town of Southold Building Department for approval as described herein. S 23 Owner's Signature Date t A,N _� _ 1.� '> Print Owner's Name pp OSUFFptKc BUILDING DEPARTMENT- Electrical Inspector Off' "G TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 Ol ' iamesh southoldtownny.gov - seand(cD-southoldtownny.4ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN.INFORMATION (Ali Inform •on Required) Date: 7 3//24 Company Name: / �C fiJkl"al /78 f"ed- Ave Electrician's Name: IV , / �IGG, W je License No.: Q -/"45 Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: J -7 bard Ala, Ryc,r heat JOB SITE INFORMATION (All Information Required) 1 Name: a, A 6 v Tfasi Address: / S p So�t/�o/ Cross Street: Phone No.: Bldg.Permit#: 41,7 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 LIL2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION T cu d recta 1 6 S-4 09 PERMIT# Address: Switches wo/' Outlets 2 GFI's �11 _ � Surface Sconces! C Lts Fridge1 Hw .POOL " '. ( D Panel Fans l r- Mini Fr.. � W/ L, _ 'Pump. r � Exhaust Oven Sump Heater 1 Smokes DV1% Generator.. : . TrnsfmrSalt-Gen: Carbon Micro � GrbDis Water Bond Lights Heat Pucks ERV ,:.. HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH , 1 Hood Blower Service Amps Have Used Sub Amps Have Used CC) Comments -I�vC An U � CARPENTRY WOOD FRAMING MATERIAL STANDARDS NOTES $ SFEG 1 F I GATI ONS I. ALL LUMBER SHALL BE DOUOLAS FIR LARCH #2 6 BETTER (Fb = 815) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY TOGETFIER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 2• ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH GOAT. MAINTAIN PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED a � r SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR Q 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHAATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT PROCEDURE TS F HIS DOCUMENT GENERAL PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb",UNLESS (I) 2"xb" HALL BE DEEMED TO CONFORM TO THE REQUIREMEN O T D (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD R LL I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 P5 FORMAT, AS R\x '"" J APPLICABLE BUILDING DEPARTMENT. APPLICABLE AS A DERIVED WORK). 4. AT FLUSH FRAMING USE 16 6AOE METAL JOISTS HAN&ER5 BY "TECO" OR 1. m 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, CLUED LAMINATED TIMBER, Q CV ALL DIMENSIONS,CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, FLOORS, ROOFS, AND WALLS. PREFABRICATED WOOD TRUSSES, GYPSUM,HARDBOARD, AND STRUCTURAL � � 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING g _ O7 4APPRD AS NOTAND AUTHORITIES HAVINGJURISDICTION. b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, RULES SPECIFIED IN LI THROUGH I.B. "''"" •�'"•''!^^era��" ?'�^""^""-"�' OU.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, B.P.# `� [P p � N z O 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED DATOF THE OWNER/BUILDER -f. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY C6 WHIGH PARTICIPATES IN AN ACCREDITATION PROGRAM,SUCH AS THE t. f,Y FEE: BY: 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS g• MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE F: yam, NOTIFY BUILDING DE?ARTMENT AT I SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 6RADEEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR . . . ' WITH THE WORK. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE 2- 'r. - 765-1HO2 8 AM TO ?PM FOR THE � O m ,� INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-41q. FOLLOWING INSPECTIONS: +-J CV ca L17 UNLESS APPROVED BY THE ARCHITEGT/EN&INIEER• 10. ALL EXTERIOR 5HEATHIN& SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET 4 f 1. FOUNDATION - TWO REQUIRED Q O a 1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION KITH FLOOR PLANS ON PAGE 0-005. GENERALLY,SHEATHING IS OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED ! FOR POURED CONCRETE ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 2. ROUGH - FRAMING & PLUMBING BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN .- '4` 3. INSULATION APPLICABLE. 1.3. PREFABRICATED WOOD ]-JOISTS: ASSEMBLIES USING PREFABRICATED c 4. FINAL - CONSTRUCTION!ON MUST 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM U5055 - ` -a" - II. SUB FLOORING, GENERALLY,TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING �„' BE COMPLETE r�. Cl. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILIN6 AS PER FASTENING SCHEDULE ON PACE 6-005 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS z t-`` ALL CONSTRUCT'-,N SHALL MEET THE DOCUMENT, THE 60VERNIN6 BUILDING CODE AND ANY ADDITIONAL 10. OWNER✓BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR SHEATHING TO BE COVERED WITH TYVEK' HOUSE WRAP OR CERTIFICATES,CERT. OF OCCUPANCY OR. COMPLETION AND U.L. APPROVAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE {,` REQUIREMENTS OF THE CODES OF NEW APPROVED EQUAL. EVALUATION REPORT. ' YORK STATE. NOT RESPONSIBLE FOR 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES ¢ r DESIGN OR CONSTRUCTION ERRORS. �J AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. "t - PERMISSION FROM THE ARCHITECT. A5TMUSING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF _. - _ � ' + 14. PROVIDE 'X' GROSS BRACING AT JOISTS,STUDS, AND RAFTERS WHEN SPANS STRUCTURAL TURALD5456 STANDARD SPECIFICATION FOR EVALUATION OF V STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE } � Y * �;� � "' fi:>" ,,- 12. THE ARCHITECT 15 NOT RETAINED FOR: SUPERVISION OF THE WORK AND IS • EXCEED 8'-O" AND AT EVERY 8'-O". GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS '�• i•' `�' ^, RESPONSIBLE FOR DESIGN INTENT ONLY. SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORT. f *„. t`j € COMPLY WITH ALL CODE `D �y� 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE ` " NEW YORK STATE S OF -t-J t � � 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. G-005. 1.5. PREFABRICATED WOOD TRUSSES: A55EMBLIE-5 USING PREFABRICATED '4 WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE 4 � � ` < '�„ �•',.'` ?� • �",: ' � � . AS REQUIRED E & TOWN CODE � - 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL c r, ^. '. lb. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 AS AND CONDITIONS O TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE - RUBBISH, WASTE MATERIALS, TOOLS,ETC., GLEAN 6LA55 AND LEAVE WORK r CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, ,. BROOM GLEAN. I-I. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PACE5 0-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. OR:KMAN'S COMPENSATION AND GENERAL fi / IV 15. THE CONTRACTOR SHALL CARRY W S�U �l�i�Pl i I^ I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GODS. I.b. 6YP5UM: GYPSUM MATERIAL U5ED IN A STRUCTURAL APPLICATION SHALL AN���a BOAR LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB AND ORDINANCES. MEET THE PROVISIONS OF ASTM e36 SPECIFICATION FOR GYPSUM LOCATION Mir erl,T_'� T Ar� FLOOR SHALL NEVER EXCEED A I6' SPAN. WALLBOARD, ASTM G31 SPECIFICATION FOR GYPSUM LATH,OR A5TM C1q v �* �STEES lb. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF SPECIFICATION FOR 6YP5UM SHEATHING BOARD. �� ,, Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING Q THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER AS PER PACE 0-005. 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL SCALE: NTS COMPLETION OF PROJECT. Aft MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF VJ 11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. 0 Q ARCHITEGT/ENOINEER, AND THEIR A&ENTS AND EMPLOYEES FROM AND ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD AGAINST ALL CLAIMS, DAMA&E5, LOSSES AND EXPENSES, INGLUDIN6 TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER Ib STRUCTURAL PANELS: "" ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPING, OR 50AKIN6 UNTIL THE WOOD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL UPANCY 0 CONTRACTOR 15 TO INSTALL HARDWARE THAT I5 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, FLASHING, ANCHOR BOLTS, - INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ETC. FOR LOCATIONS SUCH AS: LEDGER BD.,SILL PLATE,DECK CONSTRUCTION, VOLUNTARY PRODUCT STANDARD I (EN I) F COMMERCE CONSTRUCTION AND ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY !_,�] WHOLE OR U PART BY ANY OR USE RE ACT OR OMISSION ). THE PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR Ga�® 1 ,®® PROJECT LOCATION &SCOPE i�w.1S-UNLA L CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALNOODUATION REPORTS.RAL- USE PANELS, APPLICABLE CODE -PROi�CSED INTERIOR KITCHEN RENOVATION AND NEW FLOORING ZONING DATA WITHOUT CET IC, EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE AGT5 ANY OF THEM MAY A. TRUSS JOIST McMILLIAN I.qE MICROLAM _ BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A B. 6EORGIA PACIFIC 2.OE G-P LAM 1.8.2. ORIENTED-STRAND BOARD (0513), WAFER:BOARD ORIENTED-STRAND FROFOSED RENOVATION OF SECOND FLOOR BATHROOM GENERAL NOTES OF OCCUPA PARTY INDEMNIFIED HEREUNDER. P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET '� A. TRUSS JOIST Me-MILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 ALL TO BE INSTALLED AS PER MANU. SPEC.'S PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT - .�� FASTENING SCHEDULE BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING,PLACING OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 22 I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD STANDARD FOR WOEV EVALUATION STRUCTURAL- USE PANELS OR FRAMING GRAPHICS TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN05, SPECIFICATIONS, APPLICABLE CODE EVALUATION REPORTS. FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWIN65 AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S BEAM CONNECTION PATTERNS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CODE EVALUATION REPORT. 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY ' AUTHORIZATION OF THE ARGHITEGT/ENGINEER. REQUIREMENTS AS SET FORTH IN THE MANUFAGTURER'5 CODE T _ FIREBLOCKING DETAILS AL PLUME31N W° 7E Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL I DATA : A- I ® 1 .00 PROPOSED DEMOLITION PLANS h,RWX N S P I Eo EVALUATION REPORT. NEEDED, UNLESS OTHERWISE SPECIFIED. 4LL DIMENSIONS AND CONDITIONS NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER ST'AN. NOTCHES IN THE F.O (,' ERI Tt$ l„G.I3�. , PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED SHALL MEET THE PRIM 02N5 OF AN STANDARD ECI I CELLULOSIC 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE FIBERBOARD OR ASTM G208 STANDARD SPECIFICATION FOR WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDOE5. GELLULOSIG FIBER INSULATING BOARD. PROJECT / ZONING DATA 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S lb.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN -- -- -- - --- ----------- -- - A- 102 .00 PROPOSED FOUNDATION PLAN 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. SPECIFICATIONS,UNLE55 NOTED OTHERWISE. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF OF THE ACTUAL DEPTH. TAX MAP # 1000-066-03-Oa 9G BORED DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I PLUMBER Cj 22. PROVIDE FIREBLOGKING AS PER NE6^I YORK ACGESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE (PS- 1), THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL ONLEAD C TIFI A ON 7RI REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION ZONING DI5GT R-40 / NG 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. CERTIFICAT ENT E R NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. O(�' UP UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS LOT AREA 0.4 ACRES 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CO FASTENERS AND STANDARDS SPECIFIED ALL FASTENERS AND CONNECTORS SHALL .�® PROPOSED FIRST FLOOR PLAN COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROU&Ff M 2.2.1. COfO - MAIN DWELLING, DECK, SOLDER U )IN CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, #Z-25.784, IggB SUPPLY'S AT GENERAL WIND PROTECTION CONNECTION NOTES: NOTES, AND TABLES ON PAGE 6-003 6 6-004. THE FASTENING SCHEDULE SCREEN, GARAGE 22.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND ¢•M C NN T ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING EXCEED'2110 CONSTRUCTION;SSTD 10-qq AND 2015 SEC, HIGH WIND EDITION WOOD FRAME SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING HEX BOLTS AND SCREWS (INCH SERIES). FEMA FLOOD ZONE AE - EL 6 �� LE D. CONSTRUCTION SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2,2• LAG SGREW5: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS $ MANU. 5PEC.'s). ASME BI82.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). i 104.00 PROPOSED SECOND FLOOR PLAN FLOORS, STUDS AND ROOF FRAMING SHALL BE PRONTO®. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 0 O 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES EEC RI C.)I-2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN > INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, INSPECTIIOt P F��jj BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS '1 WALL w/STEEL SHIMS d A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. 3. METAL PLATES, CONNECTORS,SGREV45, BOLTS AND NAILS EXPOSED SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® LOT COVERAGE DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL EXIST. WALLS b 12" LONG HOOKED BOLTS 0 NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING 51ZE AND -- ---- -- - - -- -- - --- = ®` ®I ,O® DESIGN DETAILS 6i AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. P05TINO 0 G.M.U. WALL SEE PLAN FOR REQUIRED REINFORGIN& (® MIN. Ib CA&E ARE SPECIFIED, MINIMUM ASTM A653,STRUCTURAL OUALITY, SOUTHOLD TOWN CODE STRUCTURAL DESIGN CHARTS dditiorla 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL o WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL \ HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY q LOT rtificati SHEATHING AND SIDING,FRAMING ANCHORS OR CONNECTORS SHALL D IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S DESCRIPTION (FOOTPRINT) AREA CPS PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. _L COVERAGE 1�tay Be Req e , PROJECT: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. --- • U.O.N. WITH TOP GAPS 0 STEEL COLUMNS TO BE MIN.Y4" BENT PLATE W LONG TOTAL LOT AREA 18,417.0 S.F. DWV/ WATER SUPPLY RISER 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING w/6" RISE d w/(2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5• NAILS: NAILS SHALL COMPLY WITH ASTM F 1661 STANDARD RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER 15 SET b" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PACE 65-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. GAS RISER LAGREGA LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF EXISTING MAIN DWELLING 2,Ibq.5 S.F. 11.890 445.E S.F. 2.49� RAFTERS. MECHANICAL CONNECTIONS: 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES RESIDENCE SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE EXISTING WD. DECK 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. MANUFACTURER'S CODE EVALUATION REPORTS. EXISTING FRONT FORGET 50.4 S.F. 0.3Y -I. FLOOR TO FLOOR HOLD-DOWNS TO 13E PROVIDED EVERY 48" AND EVERY 2.2.1. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 0.6.1 lb" WITHIN W OF EXTERIOR CORNERS. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED WOODSGREWs (INCH SERIES). TOTAL AREA OF ALL STRUCTURES 2bb5.5 S.F. 14.5Y BY "SIMPSON' MANUFACTURER. 1505 ARSHAMOMAQUE AVE 5. SILL PLATE TO FOUNDATION ANCHOR:ACE;SILL PLATE SHALL BE ANCHORED CLASS WINDOWS AND DOORS TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN.BOLT DIAMETER 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES I. ALL CLASS TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. MAXIMUM LOT COVERAGE ALLOWED: 20% SOUTHOLD, NY 11971 OF J" AND 3"x3"xA" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL PROVIDED WITHIN b TO 12 INCHES OF: EACH END OF EACH PLATE. ANCHOR LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 1" IN CONCRETE/MASONRY LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON" CLEARANCES ARE PROVIDED. FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' ON CENTER. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 3. ALL SLIDING &LA55 DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED &LASS, PROJECT LOCATION & SCOPE CODES AND REFERENCE STANDARD: 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER UNLE55 OTHERWISE NOTED. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. ZONING DATA STATE BUILDING CODE, 2020 NEW YORE: STATE RESIDENTIAL GODS,2020 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER MANUFACTURER'S SPECIFICATIONS. PLUMBING GENERAL NOTES STATE ENERGY CONSERVATION CONSTRUCTION CODE. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN,WASTE, AND VENT (DWV) ELECTRICAL: 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE SYSTEMS TO NYS PLUMBING CODE AND NY5 DEC REGULATIONS. FALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF 1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY ENER6Y CONSERVATION CONSTRUCTION CODE. SHALL CONFORM WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME ARCHITECT 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. TO 2011 NATIONAL ELECTRIC CODE, NFPA -70 AND 2020 NEW YORK CONSTRUCTION MANUAL BY THE AMERIGAN FOREST $ PAPER ASSOCIATION 6. PROVIDE FLASHING PANS UNDER ALL SLIDING &LA55 DOORS, WINDOWS,OR STATE ENERGY CONSERVATION CONSTRUCTION CODE. PAGE: (AFBPA) AMERIGAN WOOD COUNCIL (Al'O). 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED AND AT BASE OF VERTICAL WASTE PIPES. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. 1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL UPON PLUMBING CODE. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER COMPLETION OF WORK, 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE MECHANICAL. FUEL OAS: FOOT. ■ 8. ALL GLA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 12: G-00100 MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: - GENERALLY,VERIFY OR PROVIDE HARD WIRED i. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/THE - DISH WASHER..........................................2" SMOKE DETECTORS w/BATTERY BACK-UP IN: 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC, NY5 MECHANICAL CODE AND FUEL OAS CODE Cl. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH - KITCHEN SINK.........................................2" INSULATION a FENESTRATION REQUIREMENTS CODE, NFPA 10 AND 2020 NEW YORK STATE ENERGY CONSERVATION ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE - LAVATORY................................................2" A. EACH SLEEPING ROOM DATE: 05/31/23 1 OF 8 CONSTRUCTION CODE. 2. ALL MECHANICAL SYSTEMS, APPLIANCES, $ EQUIPMENT SHALL BE LISTED, CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH -- ---- -- THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE - SHOWER/TUB•.•••.•••••••..............................2" LABELED, d INSTALLED IN ACCORDANCE w/MANUFACTURER'S SPEC.'S d CODE. PROPOSED DESIGN GORE PRESCRIPTIVE VALUE s CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, - TOILET.........................................................3" B. OUTSIDE OR EACH SEPARATE SLEEPING COMPONENT COMPLIES GYPSUM WALL BOARD VALUE CITATION(PER 2020 NYSEGGG) I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT 3. ALL FUEL GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS - LAUNDRY .................................................2" AREA IN THE IMMEDIATE VICINITY OF 1. COMPOUND METHOD. - FLOOR SHALL BE EQUIPPED w/FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL REQUIREMENTS. DRAIN.......................,...................3" THE BEDROOMS (GENERALLY THE HALLWAY) ALTERATIONS INVOLVING LIES SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT 15 EXTINGUISHED. BUILDING ENVELOPE UIRED O �� SHALL NOT BE REQUIRED TO 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALL5 AND GEILIN6, UNLE55 b. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4 G. EVERY LEVEL OF DWELLING 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE THROUGH ROOF. (BASMENT, FIRST FLOOR, d SECOND FLOOR, ETGJ COMPLY WITH THE REQUIREMENTS • __"�"'°�" � OTHERWISE NOTED. WATER RESISTANT (H R.) AT BATHROOMS AND WHERE 4. SUPPLY d RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED TEMPERED &LA55. ExI5TIN6 CAVITIES FOR NEW CONSTRUCTION, r,D AP 4 DEEMED APPLICABLE. COMPLETELY IN51DE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED SHALL BE FILLED WITH PROVIDED THE ENERGY USE OF G'` 1. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN d WALL R-VALUE NEW SPRAY FOAM THE BUILDIN6 15 NOT INCREASED, YES °°'e' TO AN R-VALUE OF AT LEAST (NYS EGG R403.3): 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WIND13ORNE DEBRIS. DRAIN GOOKS A5 REQ'D. H05E BIBS SHALL BE PROVIDED WITH BAGKFLOW INSULATION WHEN EXISTING GEILIN6,WALL,OR i• 3. 5/&", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE C1 PROTECTION. FLOOR CAVITIES EXPOSED � ,5 (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET DUCTS 3"(P $ GREATER, LOCATED IN ATTIC: R-8 MISSILE TEST OF A5TM Elqqb AND ASTM EWb AS MODIFIED BY 2020 NYS BG DURING CONSTRUCTION ARE � '�,`� .A ' IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING DUCTS UNDER 3V0, LOCATED IN ATTIC: R-6 5ECTION 301.2.1.2.1. 6ARACE DOOR&LAZED OPENING PROTECTION SHALL MEET FILLED WITH INSULATION. t' EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL DUCTS 3"(P 4 6R.EAT'ER, OTHER PORTION OF BUILDING: R-6 THE REQUIREMENTS OF AN APPROVED IMPACT-RE515TANT STANDARD OR KITH WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED I ), ;y° i,tr (� PER R503.1.1,EXCEPTION#2 I WITH BACK FLOW PROTECTION. CONCRETE PANELS OF 5/W THICKNESS MINIMUM. DUCT5 UNDER 3"eP, OTHER PORTIONS OF BUILDING: R-4.2 AN51/DASMA 115. $C 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS KITH q• THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL ToneFsroFrrrra�®e�eei�,iv+enxororvL wcr�+r,re9en•rrs vosr�c�c�na+s+�eem TAPED AND RECEIVE-B THREE GOATS DIMPLES, JOINT COMPOUND. ALLOW 24 HOURS HEALTH DEPARTMENT STANDARDS AND REGULATIONS. co uwce w'TM ne�" B+t•C4W0kV�noN caNsnaZTION coos UVNO C+LWrmk 4 IFM1 t f 1� A THICKNESS OF NOT LESS THAN J" AND A SPAN OF NOT MORE THAN 8' SHALL A s 7 , TO DRY BETWEEN GOATS. FINAL COAT TO BE SANDED SMOOTH. BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR , �`0� 5. METAL CORNER BEAD TO BE USED OIL ALL OUTSIDE CORNERS AND AROUND ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE TO CONGEALMENT OF PLUMBING. t. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS ALL OPENINGS. PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE 11. NOTCHING AND BORING OF STUDS,-JOISTS, RAFTERS AS PER BUILDING CODE. R301.2.12. ATTACHMENT HARDWARE SHALL BE PERMANENT NO NOTGHIN6 AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED 6. FASTEN GYPSUM 80ARD AS PER FA°sTENINC SCHEDULE ON PAGE 0-003. GORRO51ON-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED NOR ANY POTENTIAL DAMAGE THEREOF. ON THE BUILDING. OONTI NUOUS BU I�-T=UF GIRDERS, 5 OR MORE SUFFORT� - - _ � I R��L,=00K I N�� FOR �1��fi�O�M V�IOOD �R�M 11�� FASTEN INC SCHEDULE A rICONNEOTION PATTERN SCHEDULE ASSEMBLY REOUIREMENTS: (FOR ENGINEERED LUMBER Do. WOOD I-JOISTS] SEE MANU. SPEC.'s FOR ADDITIONAL INFO.) NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS BE OF 1/6WHEN GIRDERS MADE UP OF JOISTS NAILED (SEE PAGE G-oo5 FOR STRAPPING AND NAILING REQUIREMENTS, �- CONNECTION I/4/4 or A TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER AND ROUGH OPENING FRAMING REQUIREMENTS) Q PATTERN DESCRIPTION THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES ALL AND 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE W � MAX. 32° LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPINe. (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.11) Lu A (2)ROWS loci NAILS m 121,O.G. P` THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE J015T ._I C6 - SUPPORT. NO Two ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPING. FASTENER SPEC. =5�PAO R B (s)Rotas lod NAILS o 12'O.C. p. THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE DESCRIPTION Q +.� N JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE AND QUANTITYG G (2)ROWS 1/2'm BOLT5® 12"O.G.STAGGERED; TWO-PIECE C 11 DBL.• ENDS BUILT uP GIRDER p MAX 3z" PLATE SERVE AS FIRESTOPPIN6. � b7 [El (2)ROWS 1/2• m BOLTS m 16"O.G. TWO-PIECE —_ CE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE ROOF GE I L I NG FRAMING o I - SIDE WITH IOd NAILS, TWO NEAR EACH END OF JOIST SERVES AS FIRESTOPPIN6. r- �; C9 IE (2)ROWS 1/2" m BOLTS o 24"O.C. EACH PIECE, OTHERS STAGGERED WITH A DISTANGE — rj 5. FIRESTOPPINS SHALL BE 2 INCHES OF WOOD BLOCKING RAFTER TO TOP PLATE (TOE-NAIL) SEE PACE G-003 PER RAFTER N Z O BETWEEN I/6 (2)ROWS 5 _ TRUSSLOGK SCREWS• 12"O.c. a 1/4 Or A OF 16 INGHE5 BETWEEN NAILS IN A HORIZONTAL I OR OF NONCOM-BUSTIBLE FILL. cu F SCREWED ON(I)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE C-003 PER JOIST V G (2)ROWS 5-5/5'TRISSLOGK SCREWS• Ib'oG. SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE — O � N SCREWED ON(U SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANGE OF 32" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PACE G-003 EACH LAP O JOISTS SERVE AS FIRESTOPPIN6. � O m � C9 (2)ROWS 5-5/6'TR155LOGK 50REW5® 24"0.0. BETWEEN NAILS IN A HORIZONTAL LINE. H SCREWED ON(1)SIDE OF MEMBER -1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND 4-+ N THREE-PIECE CEILING JOIST LAPS OVER PARTITIONS(FACE-NAIL) 9-I6d COMMON EACH LAP O J (2)ROWS 5"TRUSSLOGK 50REW5 d1 12"O.G. THI,E UP GIRDER MAX_ 52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS O cu 50REWEr ON BOTH 51DE OF MEMBER P NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. 4 SERVE AS FIRE5TOPPING. K (2)Rows 5'7Ru55LOGK SCREWS do 16'O.C. PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 0-003 PER TIE Q a O THE HEADER SERVES A5 FIRE-STOPPING. SCREWED ON BOTH SIDE OF MEMBER 3 OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 8. E�__IL5101PZVED Rows 5"TRUSSLOGK SCREWS el 24'o.G. BETWEEN 1/6 THAN 52'' BETWEEN NAILS IN A HORIZONTAL LINE. BLOCKING TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END ON BOTH SIDE OF MEMBER d I/4 OF A / 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL - - BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO ARE TO BE ASSEMLE FOUR-PIEGE CI NOTE: DERS D AS il STRINGER TO SERVE AS FIRESTOPPING. RIM BOARD TO RAFTER (END-NAIL) 2-I I.BEAMS s HEADERS NOT NOTED w!rH coNNEGT1oN PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED - 6 bd COMMON EACH END PLAN SHALL USE CONNECTION PATTERN A.WHEN 5"OR SMALLER FOR THE THREE-PIEGE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR 4 GONNEGTION PATTERN 'B'WHEN 10"OR LARGER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL WALL FRAMING 2.WHEN SG B MEMBER _REAING OR NAILING FROM BOTH SIDES OF ME - FOUR-PIEGE ANCHORING: 2 I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH orrsET FASTENERS 1/2"FROM ONE SIDE TO THE O--HER BUILT-UP GIRDER P GIRDERS ARE TO BE SEGURELY ANCHORED TO FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF MASONRY PIERS, NAILED TO WOOD POSTS OR THE VERTICAL OPENING IS SEALED BY PLASTER ON THE GEILIN6 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON ' PER FOOT BOLTED TO STEEL GOLUMN5. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE r l LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-Ibd COMMON JOISTS - EA. SIDE v AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL NAILING PATTERNS FORI D LOADED B AMA (I e . I��U� B AMA) PLATFORM FRAME CONSTRUCTION SHRINKAGE OF THE INTERIOR FINISH. PLASTER GEILIN6 ON W NONCOMBUSTIBLEIBLE LATH, STUD TO STUD (FACE-NAIL) ATH,EXTENDING TO CHIMNEY PAGES, WILL SERVE 2-I6d COMMON 24" O.G. m -LOCATIONS REQUIll FIRESTOPPIN6 PlC16.- AS FIRESTOP 4-1W WOOD FIRESTOPPIN6 FIRE5TOFPIN6 HEADER TO HEADER (FACE-NAIL) Ibd COMMON Ib" O.G. ALONG EDGES INFIRE- FIRE- sroPPIN6 sroPPIN6 FIRE- F SOLE TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOP PINS MULTIPLE-PIECE MEMBERS rm NAILED' 130LTED' � 1 ° BOTTOM PLATE TO FLOOR JOIST, BAND JOIST,VERTICAL r , ENDJO15T, or BLOCKING (FACE-NAIL) 2-Ibd COMMON ',2 PER FOOT V --2 ROWS Ill BROWS It'd 2 ROWSJY - 2 ROWS ' 2 1111 FIRESTOI'5APPLIEN FLOOR FRAMING COMMON COMMON BOLTS s 24 BOLTS BOLTS O 12.O.G.° O 12'O.G.° O.G.STA66ERED� O 12'O.G. •b'O.G. COVERING IS APPLIED TWO ROWS 12'O.G. THREE ROV5 12"O.G. TO UNDERSIDE OF LOCATION I LOCATION 2 LOCATION 3 �olsrs LOCATION 4 C/ J J015T TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-ad COMMON PER JOIST am n,BEAM SELECTION w/ STL�. NAILING ° ° ° `J J A5 NOTED IN NOTES 7 4 a ° ° ° ° ° ° ° ° 5 NO�O��nB'E ALTERNATE 0 0 0 o FIRESTOPPIN6 LOCATION Q OF ORDER BRIDGING TO JOIST(TOE-NAIL) 2-ad COMMON EACH END I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM ED6C-S SOLE WOOD FIRE-STOPPING FIRE5TOPPIN6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.STAGGERED TWO ROWS b"O.G. LOCATION 5 LOCATION 6 Rmm FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE FULL BLOCKING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. Oo Oo Oo 0° Oo �01111 S.STA66M EACH ROW OF FASTENERS BY 12'. O O n n 2"SPACE NOT BLOCKING TO SILL or 3-I6d COMMON EACH BLOCK TOP PLATE TOE-NA TO E I ( IL) B F LLED \' NONCOMBUSTIBLE NGO BLE FIRESTOPPINHS 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILINS 15 FROM EACH SIDE. !'I''III I'I pill'',�iji'f 111 "IAPPROx.I INCH THICK5.POW-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 f—t A\ \ LEDGER STRIP TO BEAM (FACE-NAIL) 3-Ibd COMMON ,]iACH JOIST Borth SIDE of THE MEMBER R X JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-ad COMMON PER JOIST 6.VALUES FOP.NAILING CONNECT b'IONS MAY BE DOUBLES FOR O.G.OR TRIPLED FOR 4"0,--.IL41L SPACING. LOCATION 7 STD NAILING FOR TOP LOADED MULTIPLE-Pi BEAMS: BAND JOIST TO JOIST (END-NAIL) 3-Ibd COMMON PER JOIST T.2 ROWS OF I6d DEPTHS- LOCATION COMMON NAILS 02'O.G)FOR DEP 12'OR LESS FIRESTOPPINI6 LOCATION 4 \ \\ 8 b.5 ROWS OF Ibd COMMON NAILS 02"O.GJ FOR DEPTI-15 OF 14',16"t W. LOCATION IO BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON ' IL PER FOOT ROOF SHEATHING �O STRUTION DETAILS WIND LOAD PATH (ON E�T1ON DETA I LS STRUCTURAL PANELS: INTERIOR ZONE ad COMMON b" EDGE / 12" FIELD PERIMETER EDGE ZONE B ad COMMON 6" EDGE / 6" FIELD NOT TO SCALE GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. UP TO q" RAKE OVERHANG CEILING SHEATHING KING STUDS GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD RAFTE WALL SHEATHING WOOD JOIST -0 WOOD JO I CRIPPLE STUD_- STRUCTURAL PANELS ad COMMON fl b" EDGE / 12" FIELD BLOCK I NG — JOIST HANGER HEADER GYPSUM WALLBOARD 5d COOLERS 7° EDGE / 10" FIELD 00, TOP PLATE W G I RDERMEADER -0 FLOOR SHEATHING (SUBFLOOR) JACK STUDS - -- -- WOOD GIRDER WOOD JOIST WALL STUD STRUCTURAL PANELS:" ad COMMON b' EDGE / 12' FIELD ui I" or LESS: GREATER THAN I : 10d COMMON b" EDGE / 12" FIELD H - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. w ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR 2 ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER G7F NAILS SHALL BE PERMITTED TO BE REDUCED To I-IbD NAIL PER FOOT. B - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACIH LAG R EGA SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REOUIREMENTS SHALL BE USED. RESIDENCE WALL STUD - 0 WALL STUD 0 SIGNAGE FOR TRUSS TYPE, PRE-ENGINEERED BOTTOM PLATE BOTTOM PLATE 0 WOOD, AND/OR TIMBER CONSTRUCTION SUB FLOOR - - THE FOLLOWING SIGNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 1505 ARSHAMOMAQUE AVE BATHTUB DOUBLE JOIST I " TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE SOUTHOLD, NY 11971 DOUBLE JOIST —0 � � I I I�l� O TOP RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE AUTHORITY HAVING JURISDICTION: DRAWING TITLE: TOP PLATE FRAMING GRAPHICS SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS LENGTH FOR WIND - EXPOSURES 640 - FOR WIND - EXPOSURES 540 - CONSTRUCTION TYPE DESIGNATION SHALL BEAM CONNECTION PATTERNS BE "I", "II", "III", "IV", OR "V" TO INDICATE ALL OTHER GASES ONE STORY SLAB ON GRADE THE CONSTRUCTION CLASSIFICATION OF FIREBLOCKING DETAILS DOUBLE JOIST FOR NON-BEARING WALLS BUILDING MINIMUM 5PLIGE''2�'` BUILDING MINIMUM SPLICE',°I" THE STRUCTURE UNDER SECTION 602 OF FASTENING SCHEDULE DOUBLE JOIST FOR UNDER A BATHTUB DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT) LENGTH (FT.) THE NYS BC. -_2'-0"/2'-b" I2'-0" 3'-0" DESIGNATION FOR STRUCTURAL PAGE: J/ l I ND RESISTANT �ONSTRUGT I ON GONNEGTOR5 6" DIAMETER COMPONENTS THAT ARE OF TRU55 TYPE, Ib'-o" 4'-0" PRE-ENGINEERED WOOD, OR TIMBER G-002mOo CONSTRUCTION AS FOLLOWS: ~` - "F" = FLOOR FRAMING, INCLUDING CONNECTION LOCATION: PART NUMBER: NOTES: 20'-0" 4'-0"/5'-O" 20'-0" 5'-0" RIDGE-TO-RAFTERS CS20 9 21 APPLY TO EACH PAIR OF RAFTERS GIRDERS $ BEAMS 24'-011 4'-0"1 24'-0" 6'-0" - "R" = ROOF FRAMING RAFTER-TO-WALL H7 APPLY TO EACH RAFTER - "FR" = FLOOR 4 ROOF FRAMING DATE: 05/31/23 2 OF 8 2a'-O" 5'-0"/b'-3" 25'-0" 7'-O" RAFTER-TO-PLATE H8 or H25 APPLY TO EACH RAFTER 52'-0" b1-0111 52'-0.. 7111 1 11/b-9 I I -O 1 11 PLAT_-TO-WALL STUD G520 CaAPPLY TO EACH WALL STUD I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE D GONNEGTION USING 2-I6d NAILS PER FOOT. FOR SHORTER SPLICE 2ND. FLOOR WALL-TO-UST. FLOOR WALL EFTA or G520 36" LENGTk5,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" 8'-0"/IO'-0" 40'-0" II'-0" ,�� APPLY TO EACH WALL STUD PROVIDE AN EQUIVALENT NUMBER OF NAILS r 2. TABULATED SPLICE LENGTHS A55UME A BUILDING LOCATED 50'-O" IO'-0"/I2'-6" 50.-0.. I3'-O° "w C HEADER-TO-JACK STUD C520 © 12" APPLY TO EACH JACK STUD IN EXPOSURE e [� t;. r oA CRIPPLE: STUD-TO-HEADER H5 APPLY TO EACH GRIPPLE STUD STROKE 5 TABULATED SPLICE LENGTHS ARE BASED ON& FOOT WALL bO'-O" I2'-O"/I5'-O° bO'-O" Ib'-O" HEIOHT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT LATERAI- LOADS SHALL BE MULTIPLIED BY H/8; ;t. SHEAR WALL HOLDDOW'� ANCHOR SSTBI6 APPLY TO EACH SIDEWALL END FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70'-O° 14'-011 70'-0° 19'-O" N NOTED MIN SPLICE LENGTH BY THE FOLLOWING FACTOR A (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): WRAP UNDER DOUBLE SILL PLATE ao'-O" I9>'-0" 50'-0.. 22'-011 I ST. FLOOR-UNDER-SILL PLATE C520 (USE WITH S" SQUARE WASHERS) WALL - 1.125 -- l0' WALL - 1.25 _ 11'WALL - 1.3�5 REFLECTIVE REFLECTIVE 12'WALL - 1.5 THIS COLUMN w/MULTIPLIER FOR 0'-O" WALL RED PANTONE WHITE 1 USE THE FOLLOWINS OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. 4. TOP PLATES SHALL BE A MINIMUM Or STUD GRADE MATERIAL FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OENDRL EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) DEMOLITION NOTE:- o NEW FOUNDATION WALL PROVIDE SHORING AND SUFFORT TO ALL AFFECTED Lu NEW WOOD FRAME (L.G. UJI STL. WHEN APPLICABLE`.) STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT —' c`i / NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL OF ANY DEMOLITION OR CONSTRUC =' N TION. Q : WOOD FRAME: (L.G. STL.. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O POST FOR 6" WALLS), U.O.N. — } 0 NEW 2-HR FIRE RATED :�+ _ WOOD FRAME (L.G. STL.. 00 N z O WHEN APPLICABLE) a •� � p O O � N Om �, t0 c cm O Lo Q O W EXIST. FIREPLACE t , T U •- Q� � -i-J M U EXIST. LIVING FIRST FLOOR OUTLINE ROOM 444.6 SOFT. Q EXIST. anW REMOVE RAILING UP Q EXIST. HALF- WALL EXIST. WOOD DECK 445.6 SOFT. EXIST. DN EXIST. GL. 147 SQ.FT. EXIST. LAUNDRY CL. 22.4 50.FT. EXIST. EXIST. DINING N ROOM 260.1 SOFT. EXIST. EXIST. DN BEDROOM 191.8 50PT. EXIST. REMOVE BOTH COLUMNS BATH 3'f.4 SOFT. REMOVE 4 REPLACE ALL KITCHEN GAB. w EXIST. �® EXIST. GL. O (=) BATHROOM#2 ) g 145 50.FT. 39.9 SOFT. U EXIST. GARAGE EXIST. �------- ---, 240.45Q.FT. i I BEDROOM 0 �-———— —— I 266.6 SOFT. n 4'-10" I ti.i I I EXIST. Q BEDROOM \i 6-" , 145.9 SOFT. EXIST. I DETACH 4 RESET BEDROOM ALL KITCHENPROJECT: �o APPLIANCES . . . 21b.4 SOFT. m I REPLACE ALL LA G R E G A WIDEN CLOSET ENTRANCE TO EXIST. �o SHOWER TRIMS "1'W X,'HGT KITCHEN - RESIDENCE 31 f.9 SQ.FT. I EXIST. I I 1-1.2 SOFT. ^\ 10'-4" — ; 1505 ARSHAMOMAQUE AVE EXIST. Dw J ; (EB�ATHROOM#I -_�, SOUTHOLD, NY 11971 145 SOFT. c� I REF. I 9-r.9 Sa.Fr. III/I 1 jl REPLACE VANITY ET. DRAWING TITLE: I - _ n PROPOSED DEMOLITION PLANS - REMOVE FOR NEW ��\ I OPENING • �\� / III �� �� 1 • RELOG. -- 00- EXIST. DOOR PAGE: DN n MIL i EXIST. A-101000 1t 1 ra 1 D 1 BATHROOM I )ll 126.6 SQ.FT. REMOVE 4 REPLACE ALL 1 71 II BATH FIXTURES DATE: 05/31/23 3 OF 8 I ��_��I II 'RG OSED FIRST FLOOR DEMOLITION PLAN PROPOSED SEG OND FLOOR DEMOLITION T I ON PLAN SCALE: � c►�- �j y°� 1/4" = 1'-0" SCALE: 1/4" = I'-oil L SNr�50L E� : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.6. STL. �- �� EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Lw STL. WHEN APPLICABLE) J C6 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V :�' cm WOOD FRAME (L.G. STL. © POST FOR 4" WALLS cm WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALLS), U.O.N. - NEW 2-HR FIRE RATED � �; C9 WOOD FRAME (L.G. STL. Z '- WHEN APPLICABLE) a C CV O� ,- - — — — — — — — — — c0 V) / O x0 4 / O m Z Lo FOUNDATION FLAN NOTES / / / i W H I I : 0 O ca PAD FOOTING / / OILS OI IS"x18"xl2" DEEP P. GONG. PAD FOOTING AS PER / / DETAIL I-A/401. 2 STACKED COLUMN: / // ' O LOCATE INDICATED 5.5" STEEL COLUMN BENEATH POST ON FLOOR ABOVE. —0 U •— I 4-J m X lu I + U c it o l EXIST. X UP Q •r—n V J I I m I Q� EXIST. (5) 2"XIO" HDR HVAC L w I — IST FL. I OIL I- _ � I I l i l I _ — PANEL EXIST. BASEMENT UNHEATED a UNFINISHED - Z Ibl 1.2 SOFT. I GRADE GARAGE I I , z I I I m l d' 0 a i, I I I Q PROJECT: x I LEAK I i LAG R EGA l i ,,., — _ - - —S,-STEM � I RESIDENCE - - - - - - - - - - - - - - - - - - - - - - - - - - J — — __ _ — J 1505 ARSHAMOMAQUE AVE SOUTHOLD, NY 11971 I I I DRAWING TITLE: PROPOSED FOUNDATION PLAN i I I I I I I I I I PAGE: I I I A-102 . 00 / DATE: 05/31/23 4 OF 8 D'4�Cfi�f PROPOSED FOUNDATION FLAN — HABITABLE Si=,4GE; 161�.2 S.E. Gfiz055 AR SCALE: 1/4" = 1'-0" �OF ,,A� GENERAL 5)�50L <EY : _ EXISTING TO BE DEMOLISHED NEN TIAL HrzI6HT WOOD FRRAME (L.G. STL. EXISTING TO REMAIN WHEN APPLIGAREMAIN0 0 NE WOOD FRAME (L.G. r`� NEW FOUNDATION WALL cc STL. WHEN APPLICABLE) LJJ W NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V � El POST FOR 4" WALLS WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR (9" WALLS), U.O.N. O NEW 2-HR FIRE RATED � � WOOD FRAME (L.G. STL. i z WHEN APPLICABLE) a •� � Y d. O O (v0 EXIST. FIREPLACE 0 0 O 4- fV _c: 0 m Z C4 cV +� FLOOR PLAN NOTES � cc � a2: o DOOR NOTE: O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATF:U' (OR EQUAL). 3.NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALL5,U.O.N. 5. INSTALL AS PER MANU SPEC.'S 6.PROVIDE (2) 2"xIO" HDR.,U.O.N. T. SEE PAGE 0-005 FOR ALL OTHER FRAMING EXIST. LIVING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.D.N. ROOM OSTAIR 4 RAILING NOTE:. 444.6 5017' 2 I. ALL NEW STAIRS SHALL. HAVE MAX. 5-1/4" Ri 4 MIN. 10" Tr - RISERS SHALL BE CLOSED REFINISH EXIST. STAIRS 4 2. GREATEST RI5ER HEIGHT IN A FLIGHT OF STAIRS SHALL EXIST. NOT EXCEED THE SMALLEST BY MORE THAN Ur' ADD NEW RAILING �, 3. HEADROOM IN STAIRWAY5 SHALL BE AT LEAST V-5". 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 36" MIN. 2 4 4.2. BELOW HANDRAIL.,RAIL ON ONE SIDE: 31.5" MIN. 4.5. BELOW HANDRAIL., RAILS ON BOTH SIDES: 2l" MIN. 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN EXIST. ONE SIDE OF EACH FLI(SHT OF STAIRS CONTAINING FOUR OR MORE RISERS, AND WHERE SHOWN ON PLANS. WOOD DECK 6. GUARDRAILS SHALL BE: PROVIDED FOR OPEN-SIDED 445.E SQ.FT. A WALKING SURFACES LOCATED MORE THAN 50" ABOVE W Q FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. •` ^ V J -7. 42" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" 4' SPHERE;36" HIGH HANDRAIL 4 SPINDLE 5FACING NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE. 5. GRIPPABLE RAIL AS PI=R CODE. 9. RAILING TO BE WOOD. NEW EXHAUST FAN SHALL BE INSTALLED WHERE O VENTILATION 15 NOT MET BY MEANS OF NATURAL EXIST. CIRCULATION THROUGH WINDOWS OR DOORS TO LAUNDRY OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION 5Q 22.a .1 . 405.5.2.5; INSTALL AS PER MANU. SPE05 T. EXIST, EXIST. DINING DN NEW WOOD FLOOR: ROOM O4 I. NEW J" PLYWOOD %15FLOOR BENEATH (GLUE 4 SCREW); 260.1 SOFT. SCREW PERIMETER OF C-HEATHING 6" O.G. 4 12" O.G. INTERIOR. 2.NEW 5" PRE WD. FINISHED FLOOR AS PER H.G. SELECTION 4 3.SAND EXISTING FLOOR AND RE5TAIN. EXIST. DN O RESERVE _ PROP. (3) L-75" x W' 2.OE FLUSHED MICROLLAM LVL W%(2) #" STEEL FLITCH EXIST, O NEW CARPET FLOORING_ PLATES BATHROOM I. NEW CARPET FLOORING A5 PER H.O. SELECTION 3-f.4 SQ.FT. NEW TILE FLOOR: OI. NEW TILE FINISH(H.O. TO SELECT) UPON - 7- 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON p EXIST. 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON 4.NEW " PLYW 14.5 SQ.FT. OOD 5UBFLOOR BENEATH(GLUE 4 SCREN); UPPERS EXIST. SCREW PERIMETER OF :SHEATHING 6" O.G. 4 12" O.G. INTERIOR. rQ GARAGE 20 TYPICAL BATHROOM NOTE: 2404 sQFT m PROP. (3) I.'(5" x Ib" 5 I. WALL OARD 6 � - B 2.OE FLUSHED I.I. INSTALL MOISTURE= ALL BATHROOMS RESISTANT GYPSUM B EXIST BOARD IN O . MIGROLLAM LVL W/ DRAIN _ (2) " STEEL FLITCH 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND PIPE '^ S ® DETACH 4 RESET 2. SHOWB SURROUNDS S 4--7 ® ALL KITCHEN N 2.1. NEW TILE FINISH (14.0. TO SELECT) UPON PROP. ICE APPLIANCES Z 2.2. CONCRETE MUD-SET (SLOPE I/5" PER FOOT w EXIST. MAKER - O U 2 BEDROOM m PROP. ALL NEW GAB. 2 TOWARDS DRAIN) UPON WIDEN CLOSET ENTRANCE TO 215.4 50.FT. 2.5. WATER PROOF MEMBRANE TO COVER SHOWER 4 CEILING � �'W x'1'HGT PROP. 12' - O O UPPER GAB.. V FLOOR, WRAP DRAIN 4 ATLEA5T 15" UP WALL5 PANTRY 3. SHOWER NICHE 5.1 NEW NICHE 36"W x 12"H x 4"D AT A HEIGHT OF 3' r FROM SHOWER PAN RELOG. BELL EXIST. 4 LIGHT KITCHEN SWITCH 31-I.9 SOFT. � w H O p 10'-4" p EXIST. PROF.---_ - O BUILD GL.SQ0 D RELOG. ® I WI j- 145 .FT. ' PROJECT: EXIST. REF. DOOR MOD. Cam. LAG R EGA 6.3 SQ.FT. t(1 24x6� P.D. RESIDENCE 0 I b 6-2" Z-0,1 1505 ARSHAMOMAQUE AVE EXIST. SOUTHOLD, NY 11971 DN ej in MODIFIED o BATHROOM DRAWING TITLE: 126.6 50.1--T. O O PROP. 36" O m PROPOSED FIRST FLOOR PLAN IN CENTER MAKEUP VANITY 4'-I" 4'-O" PROP. 5HOWER NICHE 36"W x 12"H x 4"D PAGE: 0 PROP. ELECTRIC MAT s ®3 ■RADIANT FLOORS 00 DATE: 05/31/23 5 OF 8 ol FROFOSED FIRST FLOOR PLAN 105a.' f S.F. HABITABLE Si�AGE; 1,8Cf4.�7 S.F. OROSS ARF- SCALE: I/4" = I'-o" -��� 'r C� r w:. GENERAL 5Y1� 50L <EY : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. a Q EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.G. F-=� NEW FOUNDATION WALL Lu W f( 5TL. WHEN APPLICABLE) J MIN. (2) 2"x4" STRUCTURAL NEW I-HR FIRE RATED ® Q N WOOD FRAME (L.G. STL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL C O O = � POST FOR 6" WALLS), U.O.N. _ _ (.0NEW 2-HR FIRE RATED 4-J _ WOOD FRAME (L.G. 5TL. L- O N Z O WHEN APPLICABLE) CL C73 � X N 0 +O - ' 0m zC9 FLOOR PLAN NOTES Q O a o O DOOR NOTE: Oj I. INSTALL NEW INTERIOR DOOR5 WHEN GALLED 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 DOOR PROPOSED;SEE DESIGNATIONS d DOOR SCHEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS,U.O.N. 5. INSTALL AS PER MANU 5PEC.'s 6.PROVIDE (2) 2"xIO" HDR.,U.O.N. "1. SEE PAGE 0-005 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. r , OSTAIR d RAILING NOTE: FIRST FLOOR OUTLINE v I. ALL NE-W STAIRS SHALL HAVE MAX. &-1/4" Ri d MIN. 10" Tr - RISERS SHALL BE CLOSED 2. GREATEST R15ER HEIGHT IN A FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN i". 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST ■ 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 4.1. BETWEEN CLEAR HEIGHT d HANDRAILS: 36" MIN. + 4.2. BELOW HANDRAIL,RAIL ON ONE SIDE: 315" MIN. 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2-I" MIN. 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN U ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR OR MORE RISERS, AND WHERE SHOWN ON PLANS. 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED EXIST. HALF- WALL WALKING SURFACES LOCATED MORE THAN 50" ABOVE FINISHED FLOOR OR GRADE, # WHERE SHOWN ON PLANS. • -1. 42" HIGH GUARDRAIL b SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" 40 SPHERE;56" HIGH HANDRAIL 8 SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE. 4 EXIST. Q 5. GRIPPABLE RAIL AS PER CODE. DN q. RAILING TO BE WOOD. NEW EXHAUST FAN SHALL BE INSTALLED WHERE O VENTILATION 15 NOT MET BY MEAN5 OF NATURAL CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION EXIST. 403.3.2.3; INSTALL AS PER MANU. SPECS GL. 14.'7 SQ.FT. NEW WOOD FLOOR: O4 1. NEW J" PLYWOOD 5UBFLOOR BENEATH (GLUE S SCREW); SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. INTERIOR. 2.NEW 5" PRE ND. FINISHED FLOOR AS PER H.O. SELECTION 3.SAND EXISTING FLOOR AND RE5TAIN. O RESERVE EXIST. BEDROOM O NEW CARPET FLOORING: 141.8 SQ.FT. I. NEW CARPET FLOORING AS PER H.O. SELECTION \ NEW TILE FLOOR: `EXIST. CARPET, O 1. NEW TILE FINISH (H.O. TO SELECT) UPON TO REMAIN EXIST. CARPET 2.ONE LAYER THIN5ET(LEVELED PROPERLY) UPON TO REMAIN 3.NEW " DUROCK CEMENTBOARD (OR EQUA UPON L) 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); SCREW PERIMETER OF SHEATHING 6" O.G. E 12" O.G. INTERIOR. EXIST. LOS) BATHROOM# TYPICAL BATHROOM NOTE: 5clA SOFT. 4 O I. WALL BOARD EXIST. WORK I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN ALL BATHROOMS BEDROOM PONE) O 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 266b SOFT. TUB SURROUNDS 2. SHOWER FLOORS F- 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 2.2. CONCRETE MUD-SET(SLOPE 1/5" PER FOOT EXIST. W TOWARDS DRAIN) UPON BEDROOM 2.5. WATER PROOF MEMBRANE TO COVER 5HOWER PROP. ALL NEW EXIST. 145A SOFT. 0 FLOOR, WRAP DRAIN 3 A.TLEAST 15" UP WALLS SHOWER TRIMS CL. V 3. SHOWER NICHE TO SOFT. 5.1 NEW NICHE 36"W x 12"H x •4"D AT A HEIGHT OF 3' FROM SHOWER PAN EXIST, 6 GL. 112 SOFT. W (� a Lj O � O PROJECT: 0 0 EXIST. m BATHROOMLAGREGA #I 41,.9SO.T. RESIDENCE 0 PROP.IN CENTER MAKEUP VANITY SPRAY FOAM 1505 ARSHAMOMAQUE AVE PROP. INSULATION TO FILL SOUTHOLD, NY 11971 IN EXISTING CAVITY DRAWING TITLE: PROPOSED SECOND FLOOR PLAN PAGE: A_:j 0 A 4. 00 DATE: 05/31/23 6 OF 8 PROPOSED SECOND FLOOR PLAN �5 PG O 15.�1 S.E. HAB 1 TABLE Si�AGE• I O 13.7 S.E. GROSS AREA SCALE: I/4" = I'-o° tv .�° �- IX T OF 1,� A55REV I AT i ONS BD. BOARD 1 1 NSUL. INSULATION Q BFE BASE FLOOD ELEVATION INT. INTERIOR 0 g" uj BLDG. BUILDING OIK KIPS (1000 LBS) I J cu BM BEAM MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS (y) FLOOR NOTED ON PTLEANAS _(y 5�� 0211 B.O. BOTTOM OF MAX. MAXIMUM Q L0 NEW 5TL. GAP PL. 'A', '5', I/41I -- OR 'G' (PER BEAM GONFIE3a FLOOR WOOD BEAM J BOT. BOTTOM -- - MEGH. MECHANICAL _ ED TO COL. SEE GAP A5 NOTED ON PLAN O r-- WELD B.O.W. BOTTOM OF WALL MIN. MINIMUM �, } Cp0 PL. DETAII_5 3-11 O.D. SOH. 40 HOT �� 0 z NEW 3-1/2" O.D. 50H 40 G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF IQB�s O �_ N p HOT DIP GALV. 5TL. COL. DIP GALV. 5TL. COL. NEW BASE PLATE 'A' •C6 , -0 (ASTM AI23) AS PER (A5TM AI:25) AS PER WELDED TO COL.;51=E PLAN WELDED TO PL. COL. COLUMN NYC, BG NEW YORK CITY BUILDING GODS � � � X � CV BASE E DETAILS FOR FOUND. PLAN BY 51M5 - - BOLT11' STEEL (OR EQUAL) !n CONT. CONTINUOUS O.G. ON CENTER O p O +-+ EXIST. P. GONG. SLAB �� 8"XB°X3/8° THK. - PROVIDE GOLD JOINT (PATCH AS REQ'D) STL. BASE PL. DBL. DOUBLE �OGG. OCCUPANCY c N O cu GONG. SEAMS (TYPJ DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Q To- AT O. O OO O (4) I/2" GALV. THREADED RODS - EMBEDDED INTO FOOTING MIN. DIM. I DIMENSION P. GONG. POURED CONCRETE 4" w/ OVERSIZED WASHER AND D.J. PLATE DECK JOISTS PL. END NUT SETUP EA. EACH �I PLYWD. PLYWOOD W EXIST. GRAVEL - m - ELEV. —� ELEVATION P.T. PRESSURE TREATED L BASE NEW(2) #5 HOR. REBAR UPON (2) #5 BASE PLATE 'B EQUIP.' EQUIPMENT REQUIRED - - — HOR. REBAR (4 TOTAL) I REQ D NEW 18"xl8 EXIST. EXISTING "xl2" —0 DEEP P. GONG. PAD RI RISER FTC. (MIN. 4,000 PSI) EXIST. FILL I EXT.- -- EXTERIOR IIRM. ROOM U •— 2 STEEL COLUMN CAP BASE PLATE DETAILS F.A.I. FRESH AIR INTAKE I R.R. ROOF RAFTER W ?�-401.00 SCALE: 3" = 1'-0" FAR FLOOR AREA RATIO STL. STEEL ...�J m F.A.V. FRESH AIR VENT S.V. SMART VENT FF FINISHED FLOOR TBD BE DETERMINED FF ELEV. lI FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLA55 U I F.J. FLOOR JOISTS THK. THICK STEEL GOLUMI`L OOT I�/�,./ DETAIL L FOUND. FOUNDATION T.O.W. TOP OF WALL r^ A-401.00 = FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION I Tr TREAD 1 v J SCALE: 3/4 I -O FR. FRAME TYP. TYPICAL FRPR. A FIREPROOF I U.O.N. UNLESS OTHERWISE NOTED 1 FTC. _ I FOOTING VERT. VERTICAL - -- GYP. BD GYPSUM BOARD V.I.F. VERIFY IN FIELD HOLD DOWN w/ WITH PROVIDE SEAM SPLICE HDR - HEADER WD. WOOD I CENTERED ABOVE COL. �HNGR HANGER OI ZR ZONING RESOLUTION WHEN NOTED ON PLANS _ —7 (4) 3/8" H.D.G. LAG HOR. HORIZONTAL BOLTS (PREDRILLED) - - -0 i � � �- - - - — TABLE R5OI.-i T_ I CLIMATIC a GEOGRAPHIC DESIGN CRITERIA O O ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS — - - - - GROUND SNOW LOAD 25 LBS 3/8 THK. PLO II� ALLOWABLE� 3/8 THK. H.D. STRUCTURAL MEMBER BASIC WIND SPEED 130 MPH I/ GALV. FL. DEFLECTION 4 RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B L/I80 GAP PLATE 'A' K/ NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DE51ON CATEGORY B FOR CONNECTION OF STL. COL. TO (2) I-3/4" WIDE INTERIOR WALLS d PARTITIONS H/I80 WEATHERING SEVERE LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER FLOORS d PLASTERED CEILINGS L/360 FROST LINE DEPTH ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY EXTERIOR WALLS W/ PLA5TER OR STUCCO FIN15H H/360 ICE BARRIER REQUIRED YES g PROVIDE BEAM SPLICE 8"CENTERED ABOVE COL. (4) 3/8" H.D.G. LAG EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 0 WHEN NOTED ON PLANS BOLTS (PREDRILLED) — EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 w ui � 1 5TRUC TURAL DESIGN LOADS o O --- O USE LIVE LOAD DEAD LOAD PROJECT: EXTERIOR BALCONIES 40 psf 15 psf 3/8" THK. FL. / „ �4'I 3/8" THK. H.D. LAGREGA GAL . FL. DECKS 40 psf 15 psf RESIDENCE GAP PLATE 'B' PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN FOR CONNECTION OF STL. COL. TO (3) 1-5/4" WIDE ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42") 10 psf 15 psf LVL LUMBER OR (5) .2" WIDE OR (4) 2" WIDE ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf 1505 ARSHAMOMAQUE AVE DIMENSIONAL LUMBER OR 5.25 WIDE PSL ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf SOUTHOLD, NY 11971 PROVIDE BEAM SPLICE 8 ii SLEEPING ROOMS 30 psf 15 psf CENTERED ABOVE COL. " srAlRs 4o sf 15 psf DRAWING TITLE: (4) 3/8 H.D.G. LAG p p DESIGN DETAILS WHEN NOTED ON PLANS BOLTS (PREDRILLED) GUARDRAILS AND HANDRAILS 200 psf 15 psf STRUCTURAL DESIGN CHARTS —(� 12 psf FOR ATTIC _I I 211 ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR OATH. � ► -- —_ — -A I / O 'FALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH PAGE: A50E 7-16 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER 5TRU6TURE5) AM A-401m00 3/8" THK. PL. I / I Y4�' 5/5" THK. H.D. /4 GALV. FL. GAP PLATE 'G' DATE: 05/31/23 7 OF 8 FOR CONNECTION OF STL COL. TO (5) 1-5/4" WIDE LVL LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE DIMENSIONAL LUMBER OR 5.25" WIDE PSL, AS WELL AS (2) 1-5/4" WIDE LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER C it A-40 1.00 STEEL COLUMN GAF BASE PLATE DETAILS SCALE: 5 = I -0" OV 7413 �C) a Q 0 W W co J (y) N m c Lr) O � � } O O C N z O 0- •ca L0 c X D N O 'O O +-+ Om a-' Ln c CV O cu Q � a2o W 4'_J U •- � D 4-J m U c- L- 0) Q-------------------------------------- •- -- ---------------------------------------- Q� 0 v U J� EXIST. FRESH AIR VENT Q THROUGH ROOF I Q I EXIST. BATHROOM #2 I EXIST. BATHROOM #1 ( NO WORK DONE) -- ---- 1 I EXIST. BATHROOM #1 EXIST. BATHROOM #2 2--1---L I I--T-----r 1 i 1 i ( NO WORK DONE) NOTE: � 1 I ALL FLUM13INS WORK O NOTE: „I REFL.I REFL.I I EXIST.I I SHALL CONFORM TO ALL PLUMBING d tL 2 I I I I PROVIDE "ABESGO O �r'1- REFL. p� EXIST. LOCAL PLUMBING CODE I- FUEL SAS WORK 0 1 LAV.1 L—.I I I L�`V'I I I FP200 FR EXPANDING I q� LAV. LAV. I q� LAV. Q SHALL CONFORM EXIST. I j I I EXIST. I FOAM" (oR EQUAL) AT 0 EXIST. I 1 ! EXIST. I TO LOCAL w W.G.I EXIST. I W.G.I I ALL PENETRATIONS IN z W.G. I I� I I� 44 N.C. I I� w FUEL 6A5 GORE d I FIRE RATED WALL5 AND O v I I v 0 I I ( TUB EXIST. I I FLOORS/GEILIN65. W - 31 I �I I� I �I I� �I I v I EXIST. EGEND I5HOWER I I PRODUCT CONFORMS TO N zl :U zi :v zI :0 TUB z1 :v zl EXIST. OT WA R I I I I ASTM E 814,ASTM E &4, m - I cr - I cv NI I. m m - iv - I I. 5HOWER �------I H PIPING PENETRATIONS: iV I .� iv I _ �I ;N 1 .� n SUPPLY 1. PROVIDE "ABE500 --- AND UL 14"19 �I I- �I I I� �I I- FP200 FR G.O. I -- - - =-----7------=---- --- --- GOLD WATER EXPANDING FOAM" ._.._I._.._.._.. _.._.._..1.._.._..L.._._..I.._.._._..J - -EXIST. EXIST. BATH 2" SUPPLY (OR EQUAL) AT ALL _____ __ I : PENETRATIONS AT MASTER BATH __ __ _ --- r--T--- r EXIST. , NOTE: EXIST. MASTER BATH 1 1 EXIST. WALLS AND ___ 1 I 1 EXIST. BATH EXIST. PROVIDE "ABESGO FP200 EXIST. FLOORS/CEILINGS. KITCHEN I EXIST. ALL PLUMBING WORK I KITCHEN LIVING ROOM I LAUNDRY SHALL CONFORM TO I LAUNDRY FR EXPANDING FOAM" (OR EXIST. EXIST. 2•PRODUCT CONFORMS p 1 12" 12 1 I I I 1 12" 1 LOCAL PLUMBING CODE 1 I EXIST. GL. EQUAL) AT ALL KITCHEN LAUNDRY TO ASTM E V4, ASTM I I I GL• REFL. REFL. I PENETRATIONS IN FIRE E 54,AND UL 14-79 ti- 2„1 REPL. I REFL. I I I EXIST. i I I p LAY. LAV. p I F 1 LAV. ( LAV. I I I I LAV. I I I EXIST. 1 I I LAV. RATED WALLS AND O EXIST. GL. GLEAN OUT j EXIST. FLOORS/CEILINGS. IL FIREPLACE AS REQ p 1 Q4 1 Q4 I 1 Q4 K.S. PRODUCT CONFORMS TO F R I I I i 2' 12' I (EXIST. j K.S. I RELOG. I I I I A5TM E SI4, ASTM E &4, U1 EXIST. (2) I I 1 ; I EXIST. I O4 u W.G. I �n W,C• Q :Q 4 AND UL 1479 w EXIST. I REFL. I I I I EXIST. F.A.I. TO p! I I 1 1 I EXIST. ~I I I I W.G. Q� j Q4 u I I I I W� REMAIN � v I =� I �� I p4 REFL. 1 I � 1 �� � I Oa I :� = I �� RANGE �� Tq�KSNE � I TUB I RELOG. I EXIST. Ex1sr. - 31 I0 31 �v 1x TUB � I� RELOG. 1 ' �I �v v 1 I EXIST. TI Iv - KI Iv 2 RELOG. i I- " I- " I (SHOWER (SHOWER 1 I- " EXIST. WASHERU =i =I _ zl ;O zl .� I =I _ =I .� _ I EXIST. Ex1sT. I O W.G. I I DW m iv l IN N 1 In NI 1_ �I j_ SHOWER I iv 1 In © ryl I_ SHOWER cvl 1" WASHER N I� - 0 QI :cV I �I :n 2 2 G.O. -I I -I I m--1 J�- \I L - -L --- =-------'----------I L : _ - _�--------- 1- 1------------� L.._..5._-_..T._.._..J.._.._..__ -.._i._.._.._.._.._...J.-..L--_-- -_.._.._L._..-..-..-..-.�-_,.-..-..- .-..-..-..-..-.._..-..� - EXIST. j j j H HOUSE MAINDRAIN G.O. I j j j 0 I TO STREET rWATER MAIN TO EXIST. z i i i L - - 3 z PROJECT: SEPTIC x I w Q 5Y5TEM N I � w m m LAG R EGA Nx EXIST. RESIDENCE tu BOILER w JEXIST. BOILER 1505 ARSHAMOMAQUE AVE SOUTHOLD, NY 11971 FLUME I NO RISER - 17RA I N / NASTE / VENT FLUME3 1 NC RISER - SUPPLY OAS RISER - SUFFLY DRAWING TITLE: 50ALE: NTS SCALE: NTS SCALE: NTS PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: �jLolmoo DATE: 05/31/23 8 OF 8 e�,��R�D Ape. r