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g�EEOLR o� Town of Southold 6/27/2023 a c , P.O.Box 1179 y 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44223 Date: 6/27/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 4520 New Suffolk Rd.,New Suffolk SCTM#: 473889 Sec/Block/Lot: 110.-8-28.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/18/2022 pursuant to which Building Permit No. 47451 dated 2/14/2022 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, includingeisting attached garage converted to living space,to existing single-family dwelling as applied for. The certificate is issued to Picchione,Arthur&Gina of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 23-85450 3/15/2023 PLUMBERS CERTIFICATION DATED 6/27/2023 A ie Picchion t ori Signature o�g�FFQ TOWN OF SOUTHOLD aye BUILDING DEPARTMENT H x TOWN CLERK'S OFFICE SOUTHOLD, NY 0 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#: 47451 Date: 2/14/2022 Permission is hereby granted to: Borkowski, Joan PO BOX 122 New Suffolk, NY 11956 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 4520 New Suffolk Rd., New Suffolk SCTM #473889 Sec/Block/Lot# 110.-8-28.1 Pursuant to application dated 1/18/2022 and approved by the Building Inspector. To expire on 8/16/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $358.40 CO-ADDITION TO DWELLING $50.00 Total: $408.40 4- Building Inspector Certificate of Compliance .......................................................................................................................................................................................I............. 9� c CERTIFIED ELECTRICAL INSPECTIONS, INC. >+: 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 •• ..................................................................................... ....................................................................CERTIFIES THAT Wiv Upon the application of Upon premises owned by Gerard Electrical Inc. Picchione Residence 830 Eastwood Drive 4520 New Suffolk Road Cutchogue, NY 11935 New Suffolk, NY 11956 Located at: 4520 New Suffolk Road, New Suffolk, NY 11956 Application Number#: 23-85450 Certificate#: 23-85450 Electrical License#: 40564-ME Section: Block: Lot: Building Permit#: 47451 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement Renovation A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 15th day of March 2023 Name QTY Combo Smoke & Carbon Detector- 15 Amp, 120V 1 Smoke Detector- 15 Amp, 120V 1 GFI Receptacle - 15 Amp, 120 V 1 Switch - 15 Amp, 120V 6 ARC-Fault- 15 Amp, 120 ! 3 Duplex Receptacle - 15 Amp, 120V 12 Incand. Fixture- 15 Amp, 120V 6 ARC-Fault- 20 Amp, 120V 1 Exhaust Fan - 15 Amp, 120V 1 Electrical Inspector: Anthony Giordano 0\111\.\``\\\C�u�L/'/N"gyp APPROVED:of This certificate is not valid unless raised seal is present. Certificate of Compliance ........................................................................................................................................................................................... Lh G t 11 CERTIFIED ELECTRICAL INSPECTIONS, IN 188 PARK AVENUE MAR 2 2 3 3 AMITYVILLE, NY 11701 SUIWINb OEF 1. LD P: (631) 598-5610 TOWN OFqnilT;4 it r ........................................................I...........................................................................I................................I............................... CERTIFIES THAT Upon the application of Upon premises owned by Gerard Electrical Inc. Picchione Residence 830 Eastwood Drive 4520 New Suffolk Road Cutchogue, NY 11935 New Suffolk, NY 11956 Located at: 4520 New Suffolk Road, New Suffolk, NY 11956 Application Number#: 23-85450 Certificate#: 23-85450 Electrical License#: 40564-ME Section: Block: Lot: Building Permit*: 47451 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement Renovation A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in complian'ce'therEiwith on the 15th da of March 2023 Name QTY Combo Smoke & Carbon Detector- 15 Amp, 120V 1 Smoke Detector- 15 Amp, 120V 1 GFI Receptacle - 15 Amp, 120 V 1 Switch - 15 Amp, 120V 6 ARC-Fault- 15 Amp, 120V 3 Duplex Receptacle- 15 Amp, `120V 12 Incand. F. ixture- 15 Amp, 120V 6 ARC-Fault-20 Amp, 120V Exhaust Fan - 15 Amp, 120V Electrical Inspector: Anthony Giordano VJCAL ..............*... Raf]IIIIA This certificate is not valid u nless raised seal is present. o�,�oF so�ryo: Telephoac(631) 765-1802 Town Eia11[annex . Fax(631)765-9502 54375 Main Road t P.O.Box 1179 G �' Southold,NY 11971-0959 BUILDING DEPARTMENT I.'�a TOWN OF SO T HOLD JUN 211 ' 2023 C b>lt T I lF I 9—All O.N Date. Building Permit No. l Owner: :71 V_��\�ch� l r3�- (Please print) 4 Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 10/0 lead. (Plumbers Signature) Sworn to before me this day of��"� , 20�•� CONNIE D.BUNCH Notary Public,State of New York No.01 BU 0� Qualified in Suffffolkolk County Commission Expires April 14,2 . Notary Public, �aoe souryo y LIS 2io I v ,11�S.Vp I -4 * # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 : I=NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I C -- DATE 2 2Z INSPECTOR OF SOUTy� # TOWN OF SOUTHOLD BUILDING DEPT. °ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] =NSULATIOWCAULKINGFRAMING /STRAPPING [ ] FINAL � kT+ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL EMARKS: t &Abl Nrwl� DATE l ZOy?/ INSPECTOR � � I _ ----- --- -- SObTyo� �. # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND INSULATI MAI 11 KI [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE RKS: 0 VV' DATE 10 "-/ INSPECTOR SOUTyo� vll JJJI # # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o 631-765-1802 INSPECTION ' [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ]- FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RO GH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA N [ ] PRE C/O [ ] RENTAL REMARKS: � 'c Qi o✓, pwl 5tio o� •. -t� 0A Peic-,- n Q✓ DATE ANSPECTOR Martin A. Passante Architect Lie. In N.Y., N.J., CT, MA,AZ, IN, IL, KT,VA,WV, DC, PA June 21, 2022 Town of Southold 53095 Route 25 Southold,New York Att: Ms. Amanda Nunemaker,Plans Examiner Re: 4520 New Suffolk Rd,New Suffolk(Structure,Plumbing&Energy Conservation Code) Amanda: Please accept this letter as certification that the structure, plumbing& insulation has been installed as per the approved Construction Documents & In Accordance with the 2020 NY State Residential Building Code, 2020 NY State Plumbing Code & 2020 NY State Energy Conservation Code. A res Check was also submitted with the plans which is required for renovations and or additions (there should be NO need for a blower or duct test) As1�I ase feel free to contact me with ANY questions whatsoever 0000eP �R C A.PASS��y�T�C�. A. ic. mp\' iL4 O� 2311 I /0, E /�jZ tlff OFS���H�CQ 178 Bayview Ave. Northport, N.Y. (631)747-1114 Fax (631)532-1315 John here are the three items u asked for to close out basement permit and rental. t X L ' JUN 2 0 2023 2 i 4 i, t $y JUN 2 0 2023 4 i i 1 1 f J fr 8 Painted spray foam by DELFINO Back steps top slightly larger Banister at bottom of steps. Thank you. Let me know if you need access. Artie P. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. JUN 10 2023 5 D GbMivIENTS FIELD:INSPECTIQN:REP RT ?'ATE::' FOUNDATION.(1ST}; FOUNDAT�ON-(.2 j. .ROUGH F$:A,MING;�• . _ � INSULATION P-Mi N: STATE EN`ERGY.tO.Mlk : so 6. FINAL .. i•ti;",`�:;i_i F.:':�F..: ' .. .' '�•1�i li�y�::}':Wit:' ;..y. , LA 4-4 • t(aW - ,.:: OV `CJ i,•�, ry;: FIELD INSPECTION REPORT DATE COMMENTS It ro FOUNDATION (1ST) ------------------------------------- FOUNDATION (2ND) � z H ROUGH FRAMING& PLUMBING �► dl�- r INSULATION PER N.Y. �y STATE ENERGY CODE c l U401ra M 6JOW -1'W DMArA-6-n o FINAL P1P Y ADDITIONAL COMMENTS on O Z CPA X rn H O z x H x � d 'b H �r �ufxn4�" TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 httl)s://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only �n PERMIT N0. Building Inspector: , D JAN 1 8 2022 Applications and forms,must be filled"out in their.entirety.Incomplete BUILDING DEPT. applications will not be"accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLD Owner's Authorization form(Page 2)shall be completed. Date:1/18/2022 OWNERS)OF PROPERTY: Name:Arthur Picchione SCTM#1000-110-08-28.1 Project Address:4520 New Suffolk Rd. New Suffolk 11968 Phone#:631-774-8426 [Ema-ii-ppicchione@aol.com" MailingAddress:830 eastwood dr. cutchogue ny 11935 CONTACT PERSON:. " Name:Same Mailing Address: Phone#: Email: DESIGN PROFESSIONAI."INFORMATION: " Name:Martin A. Passante Mailing Address:178 Bayview Ave Northport,,"NY 11788 Phone#:631-747-_1.-11"4 Email:martyp@jmparchitects.com. . " CONTRACTOR INFORMATION: Name:Home owner Mailing Address:830 Eastwood dr"cutchogue, ny,11935 Phone-#:631-774.-8426 Email:apicchione@aol.com "DESCRIPTION OF PROPOSED CONSTRUCTION RNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $60000 Will the lot be re-graded? ❑Yes ANo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION 11 Existin11 g use of property:Residential Inten1.ded use of property:Residential. ....... .. ... Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to f1 m this property? ❑Yes RNo IF YES, PROVIDE A COPY ...8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 286 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 building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of•the New York State Penal Law.' , Application Submitted By(print name):arthur picchione ❑Authorized Agent BOWner Signature of Applicant: OL Date: STATE OF NEW YORK) SS: COUNTY OF St,EE& i< ) y" 1 cGh i n nc_., being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Al f 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 h I tly of n i in r , 20_a_ otary NRACEY . DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW630690a PROPERTY OWNER AUTHORIZATION QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2 M.2-L I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 —1 y�s�fFl� � I ING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ,PN a Town Annex- 54375 Main Road - PO Box 1179 VSPT d, New 59 °oF SOelephone (6311) 765-1 02 k FAX (631) 765 -9502 TOw rogerr(i.)southoldtownny.gov — sea nd(cDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1/18/2022 Company Name: Gerarti Electric Electrician's Name: Gerard Riviccio License No.: ME-40564 Elec. email:Gerartielectrical@gmail.com Elec. Phone No: 631-774-8426 ❑1 request an email copy of Certificate of Compliance Elec. Address.: 348w 18th street deer park 11729 JOB SITE INFORMATION (All Information Required) Name: Arthur Picchione Address: 4520 New Suffolk Rd New Suffolk Cross Street: Wicks Rd Phone No.: 631-774-8426 Bldg.Permit#: email:apicchione@aol.com Tax Map District: 1000 Section: 110 Block: 08 Lot:28.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Open wall between kitchen and garage and create living space Square Footage: 1650 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 SizeFv-11 Ph❑3 Ph Size: 11-00 A # Meters 1 Old Meter# [ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑✓Overhead # Underground Laterals 1 2 D H Frame Pole Work done on Service? Y ✓ N Additional Information:Existing service to be upgraded PAYMENT DUE WITH APPLICATION I � � 000 I L D D � y r . BUILDING DEPARTMENT- Electrical Inspector 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 rogerr(cDsoutholdtownny.gov seand(cr�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 3 X23 22 Company Name: Oc n 4m s:�t n Electrician's Name: &e {e.R.u� V% e ri License No.: -4oSty Elec. email: ( e 1,6k I- C LiCCL co Elec. Phone No: (o I y 4 Z(,0 I request an email copy of Certificate of Compliance Elec. Address.: Z LISV3 l S-1— Dpe r Nall V I • JOB SITE INFORMATION (All Information Required) Name: C C,V .a'vi-P Address: X20 S L Cross Street: Phone No.: 3 7 Bldg.Permit#: "7 "—% ©email �(,C,IIU✓� Q`©LoC.0 Tax Map District: 1.90 " Section: II Block: ® '� Lot: OZo BRIEF DESCRIPTION PF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is joky ready for inspection?: YES 11� ® NO ❑✓Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES �O Issued On Temp Information- (All information required) Service Sized Ph❑3 Ph Size: Z®U A # Meters Old Meter# dNew Service❑Fire Reconnect[:]Flood Reconnect❑Service Reconnect[:]Underground(Overhead # Underground Laterals D 1 R2 H Frame R Pole Work done on Service? D Y FIN Additional Information: PAYMENT DUE WITH APPLICATIONOb a , \�\�' SURVEY OF PROPERTY N A T CUTCHOG UE TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. N/0/Ir ROSEANN BURNS 1000-110-08-28.1 SCALE 1'=30' ..E December 9, 2021 1480.569 40 cNo C; END FE. O FE PICKET 0.4'E. On U�OLI.E N (FORMER) PARCEL 1 O 11 O (FORMER) PARCEL N/O/F ANTHONY PALUMBO FE COR 1.3CLF � 'E �+ =x—x—x—x—x WOOD o -4' GATE 1 FRAMED J I 0`-0/ 1 I 11.9 4.7' ,• 28.3 91 1 34.4' w O N o I 1 STORY �. FRAME toSA Z cn HOUSE RAMP 1�y & GARAGE J 6.0' Q FEE .3'E. %,OOD i� GRAVEL DRIVEWAY4. ��11 O W. 20.5' -' 1�M N/O/I" 0.4 JOHN SZMCIAK �p , C. RnO ty 4 GATE ro APRON O o b -� 1O o Q G� CD $ a CER TIFIED TO: ZV' CLF COR CLF COR HEDGE CLF END 0.SE {^+ 1.3!, HEDGE (PRIVIT7 z_J o.5"" G/NA P/CCHIONE 1.3'W 1.27N. CLF HSE COR HEDGE STOCK. FE STOCK. FES HOUSE 3.7 S 0.3'S. ARTHUR P/CCHIONE 1.3'W S86'54'40"W (Actual) END 0/L 174.55' (Actual) STEWART TITLE COMPANY S86'57'10"W (Deed) 173.34' (Deed) N/0/F MICHAEL 11 POWER TRUST N / F NEW�O p 3.ME �Ph��t ■ =MONUMENT �9 WICKS ROAD �N`o`�,� ' ' ���16'ET1SA NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION .Y.S L NO. 051132—0 1 OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. PECONIC SUR RS, P.C. EXCEPT AS PER SECTION 7209—SUBDIWSION 2. ALL CERTIFICATIONS (631) 765-5690 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE WHOSE SIGNATURE APPEARS HEREON.ESSED SEAL OF THE SURVEYOR AREA-21,863 SQ. Fr. 1230 TRAVELER STREET SOUTHOLD, N.Y 11971 21-051 L Martin A. Passante Architect Lic. In N.Y., N.J.,CT, MA,AZ, IN, IL, KT,VA,WV, DC, PA June 16,2021 Town of Southold 53095 Route 25 Southold,New York Att: Ms. Amanda Nunemaker,Plans Examiner Re: 4520 New Suffolk Rd,New Suffolk Amanda: 1 as*� t this letter as certification that the walls will have a min. R-20 Batt Insul and F� �. g-���,e•��min. R-49 Batt Insul. In accordance perscriptive metAod of the 2020 New o `tieiii i�al� uilding code a �kO3 4�0 4F N MP\bm 178 Bayview Ave. Northport, N.Y. (631)747-1114 Fax (631)532-1315 THE DRAWINGS, SPECIFICATIONS AND OTHER ` DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS First Symbols Nailing Schedule General Notes PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S floor Renovation � SERVICE FOR USE SOLELY WITH RESPECT TO THIS a PROJECT AND THE ARCHITECT SHALL BE DEEMED ® ELEVATION MARKER -� FASTENER SCHEDULE FOR STRUCTURAL MEMBERS THE AUTHOR of THESE DOCUMENTS AND SHALL (REFER TO TABLE R602.3(1) OF THE 2020 NY STATE RESIDENTIAL CODE) RETAIN ALL COMMONLAW, STATUTORY AND OTHER ELEVATION MARKER4 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE 01 An .a, (SHEET AND NUMBER LOCATION) DESCRIPTION OF BUILDING ELEMENTS N0.&TYPE SPACING OF PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER Im es OF FASTENER FASTENERS THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. DOCUMENTS SHALL NOT BE USED BY THE OWNER OR Located at SECTION AND DETAIL MARKER �� JOIST TO SILL OR GIRDER, TOE NAIL 3-8d - 2. CONTRACTOR OR VILLAGE PRIOR RTo STARTOBTwoA BUILDING PERMIT FROM THE OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS (SHEET AND NUMBER LOCATION) 1" X 6" SUB(=LOOK OR LESS TO EA. JOIST, FACE NAIL 2-Sd - 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, DETAIL MARKER 2 STAPLES 13/4" CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK PROJECT BY OR FOR OTHERS. 4520 New Suffolk RNew Suffolk, New York (SHEET AND NUMBER LOCATION) � 2" SUBFI_OOR TO JOIST OR GIRDER BLIND AND FACE NAIL 2-16d PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF.4. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE THE ARCHITECT IS NOT RESPONSIBLE FOR Legend Abbreviations SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL I(od 16"O.C. PREVENTION-N.Y. STATE RESIDENTIAL CODE AND BUILDING CODE AND CONSTRUCTION MEANS, METHODS, TECHNIQUES OR ALL RULES AND REGULATIONS OF THE LOCAL JURISDICTION FOR SAFETY PRECAUTIONS IN CONNECTION WITH THE TOP OR SOLE PLATE TO STUD, END NAIL 2-166 5. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXITS WHICH WORK. THE ARCHITECT IS NOT RESPONSIBLE FOR CODE DATA. - SINGLE POLE SWITCH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR ACTS, ERRORS OR OMISSIONS OF THE CONTRACTOR, STUD TO SOLE PLATE, TOE NAIL 3-Sd OR 2-I(od SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO ITS SUBCONTRACTORS OR THEIR AGENTS OR 3 - THREE WAY SWITCH Ac.T. ACOUSTICAL CEILING TILE FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL EMPLOYEES OR ANY OTHER PERSONS PERFORMING AFF. ABOVE FINISH FLOOR pOUBLE STUDS, FACE NAIL IOd ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. ANY OF THE WORK. �4 - FOUR WAY SWITCH BLK BLOCK + 24 O.C. BLK'G BLOCKING 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, NO. 2 ` 2020 RESIDENTIAL GODS OF NY STATE - DUPLEX OUTLET CLG. CEILING DOUBLE TOP PLATES, FACE NAIL Iod OR BETTER . E=1,600,000 AND fb = 825 or GREATER 2020 ENER5Y GONSERYATI ON GODE OE NEW 1'ORK STATE C.T. CERAMIC TILE GFI CONC. CONCRETESOLE PLATE TO JOIST OR BLOCKINGS ATBRACED WALL PANEL 3-16d size FloModulus of Elastic - GROUND FAULT INTERRUPT(42"AFF) CONT. CONTINUOUS 2" x 4" 13EO PSI, E 1000,000 PSI. 8 C.J. CONTROL JOINT DOUBLE TOP PLATES, MINIMUM 24" OFFSET OF END JOINTS, 8-16d 2 x 6 110 PSI, E 1000,000 PSf. TOWN OF SOUTHOLD, NY DN. DOWN FACE NAIL IN LAPPED AREA 2" x 8" 1080 PSI, E 1000,000 PSI. *� ELECTRICAL AF � VEDAS NOTED - INCANDESCENT LIGHT FIXT.(AS PEROWNER) DIA DIAMETER 21I x 10" 990 PSI, E 1,600,000 PSI. l9 ;,P,,•'C'1'Itr�� R1 ��� `; "`���"' DWG. DRAWWz BLOCKINGS BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL 3-Sd 2 x 12 2100 PSI, E 1,600,000 PSI. DATE: B.P.# WP EL. ELEVATION WATER PROOF INCANDESCENT LIGHT FIXT.(AS F.P. FIREPROOF RIM JOIST -O TOP PLATE, _ EXIST. EXISTING TOE NAIL 8d 1. ALL HEADERS SHALL BE (2) 2X6 m 2X4 WALLS 4 (3) 2X6 6 2x6 _ FEE: �`' PER OWNER) FIN. FNISWED) ` �"-T Ga GAUGE TOP PLATES LAPS AT CORNERS AND INTERSECTIONS,FACE NAIL 2-10d WALLS UNLESS NOTED OTHERWISE. NOTIFY BUILDII'�� NEN T AT RECESSED INCANDESCENT LIGHT FIXT.(FLAT G.C. GENERAL CONTRACTOR - 16"O.C. ALONG 8. ALL HEADERS SHALL BEAR o*.N 4"x4" POST 6 2"x4" WALLS OR 4"X("" 765-1802 8 AM TO » Thr F0: - Tf { CLG) GALV. GALVANIZED BUILT UP HEADER 2 PIECES WITH 1/2" SPACER 16d EACH EDGE POST a 2"X6" WALLS UNLESSNOTED OTHERWISE. FOLLOWING INS PEC TIONS. - CLG.MNTD.ll5 CFM.MIN.)EXHAUST FAN)AS GYP.BD. GYPSUM BOARD r� 9. FURNISH AND INSTALL SINGLE STATION SMOKE DETECTING ALARM I. FOUNDATION - 7''r:�0 REOUIrit_L, CONTINUE._. HEADER TWO PIECES 16d HM. HOLLOW METAL DEVICE IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE. IF REQUIRED. FOR POURED PER OWNER 10. ALL WINDOWS SHALL BE WHITE PERMA-SHIELD WITH HIGH PERFORMANCE �. EX HP. HIGH CEILING GISTS TO TOP PLATE, TOE NAIL 3-Sd ?_. ROUGH - FRA,( IPvi. & rLU 1 JT. JOINT GLAZING AS MANUFACTURED BY ANDERSEN WINDOW WALLS OR EQUAL UNLESS NOTED EXTERIOR INCANDESCENT LIGHT FIXT.IAS PER MAX. LAVATORY CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d OTHERWISE. INCLUDE INSECT SCREENS AND JAMB EXTENDERS AS REQUIRED. 3. INSULATION r MAXIMUM 11. ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRIDGING OR 4, FINAL CONST'-, Inti tvjST OWNER) I® MTL. METAL BLOCKING 6 INTERVALS NOT EXCEEDING EIGHT FEET. EC COMPLETE ti 2 78 �ISt 0 Drawings MN. MINIMUM CEILING JOISTS LAPS OVER PARTIONS, FACE NAIL 3-10d ALL CONSTRUCT F r' M.O. MASONRY OPENING 12. ALL FLASHING SHALL BE ALUMINUM. �_L MEET THE N.I.C. NOT IN CONTRACT CEILING JOISTS TO PARALLEL FACE NAIL, FACE NAIL 3-10d 13. ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALLS WITH "HURRICANE REQUIREMENTS OF THE CODES Cl- 'VIEW A-1 Information Sheet ON CENTER CLIPS. c YORK STATE. NOT RESPONSIBLE -OR O.C. OPENING RAFTER TO PLATE, TOE NAIL 2-16d 14. DO NOT SCALE DRAWING.. WRITTEN DIMENSIONS SUPERCEDE SCALED DESIGN OR CONSTRUCTION ERRORS. 40 o A-2 Floor Plans, Elevations & PLgTE DIMENSIONS. PLYWD. PLYWOOD 1" BRACE TO EA. STUD AND PLATE, FACE NAIL 2-Sd 3 15. DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND �82� Details RAD. RADIUS 2 STAPLES 1 i4 SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT I _ REQ'D REQUIRED " X SHEATHING TO EACH BEARINGS, FACE NAIL 2-86 1 6" 3 ,� FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE COMPLY WITH ALL CODOF BTL. STEEL 2 STAPLES 13/4 S S USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT SUSP.CLG. SUSPENDED CEILING 2-8d NEW YORK STATE &x TO1�" CODES T.O.M. TOP OF MASONRY 1 X 8 SHEATHING TO EACH BEARING, FACE NAIL 3 BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE TD S. TOP OF STEEL 3 STAPLES 13/4" ARCHITECT. AS REQUIRED AND --,CN'-- ONS OF TYP. TYPICAL WIDER THAN 1" X 8" SHEATHING TO EACH BEARING,FACE NAIL 3-Sd 16. PATCH AS REQUIRED ALL AREAS WHERE EXISTING HAS BEEN REMOVED � 7 - UN.O. UNLESS NOTED OTHERWISE 4 STAPLES 13/4 AND/OR NEW WORK ABUTS EXISTING. WHERE EXISTING WALLS ARE REMOVED V"" "` Y.C.T. VINYL COMPOSITION TILE OR NEW OPENINGS ARE CALLED FOR IN EXISTING WALLS, PRIOR TO d Wi WITH BUILT UP CORNER STUDS 10 _ „Na EOAIT WD �� NAIL EA REMOVAL OF EXISTING WALLS, CEILING BEAMS, ROOF RAFTERS, ETC., NOTE: L=SPAN LENGTH, +-4=SPAN HEIGHT BUILT UP 'BIRDERS AND BEAMS 2" LUMBER LAYERS loci 32"O.C.TOP AND BOTTOM AND STAG.WS CONTRACTOR SHALL BRACE EXISTING AS REQUIRED UNTIL NEW HEADER AS Cr1I ,� TEES a. SPECIFIED IS INSTALLED. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.1 TIMES 2" PLANK i 1l. ALL EXISTING ELECTRICAL E PLUMBING LINES ARE TO BE ABANDONED E REMOVED N.., THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE 2-166 AT EA. BEARING ALL UTILITIES ARE TO BE NEW NO EXCEPTIONS DETAINING DEFLECTION LIMITS HEREIN. ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTER,TOE NAIL 2-16d 18. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS FACE NAIL 3-16d SHALL BE "TECO CONNECTORS" OR EQUAL AND SHALL BE CAPABLE OF I (REFER TO TABLE R301.5 OF THE 2020 NY STATE RESIDENTIAL CODE) RAFTER TIES TO RAFTER FACE 3-Sd HANDLING LOADS m CONNECTION POINTS. INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS AND EXI5T I NG I USE LIVE LOAD WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND WALL SHEATHING TOFRAMING,AND PARTICLE BOARD WALL SHEATHING TO FRAMING 19RECOMMENDATIONS. OCCUPANCY �� t � �v O[] . DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND UP i it I L0000 DECD ATTICS WITH LIMITED STOTAGE 20 sf DESCRIPTION OF BUILDING MATERIAL DESC. OF FASTENER SPACING OF FASTENER 20ALL OPENINGS. p _ EDGE INT.SUPPORTS . PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD WITH EDGES USE IS UNLAWFUL f6D COMMON NAIL(5UBFLOOR,WALL) SOLID BLOCKED. ATTICS WITHOUT STORAGE 10 psf „ „ 5/16 -I/2 8D COMMONNAIUROOF) 6 12 21. ALL DRYWALL SHALL BE U.S.G. NATIONAL GYPSUM CO. 1/2" THICK, WITHOUT CERTECATI EXISTING DECKS 40 pSFTAPED 19/32"_1" BD COMMON NAIL 6 12 22. ALL DRD ALL SHALL B PRIMED AND PAINTED (2 FINISH COATS). 47�, )RENOVATED - 23. ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE, AS SELECTED BY OF OCCUPANCY M� 0)5TOR1' 57RUCTURE EXTERIOR BALCONIES 60 PSI!` 1-1/511 - I-li4" 101)COMMON NAIL OR 8D PER NAIL 6 12 OWNER. VTN CONY T FIRE ESCAPES 40 par 24. CARPETING SHALL BE S"PLIED AND INSTALLED BY THE OWNER RETAM STORM WATER RUP!OEF / ER ED OTHER WALL SHEATHING Ky G,4RAnE 5P,4CE GUARDRAILS AND HANDRAILS 200 lbs 1/2' 25. OWNER SHALL SELECT ALL COLORS. ptl4�SiSAPST TO CHI��E'TER 28ROOFI6 ,; _ �• '12" REGSU_AR GEL LULOSTIG FIBERBOARD NAIL STAPLE 6GA I SHEATHING 1ALV.PLE 16�.'�NAi ii IL 6D COM LONCs 3 6 26. ALL ELECTRICAL WORK 5+-,ALL BE BOARD OF THE TOWN CGDE, 246 5Q FT I GUARDRAILS IN-FILL COMPONENTS 50 lbs 1 � I/2"GALV.ROOFING NAIL SD COM OF FIRE UNDERWRITER APPROVED. INSTALL AS PER OWNER'S DIRECTION I /2 REGUL,aR CELLULOSTIC FIBERBOARD SHEATHING ANY AND ALL INTERCOM, TELEPHONE, AND/OR TV ANTENNA WIRING IN f NAIL STAPLE 16GA 1/2 LONG 3 6 PLUMBER CERTIFICATION 23.11 PASSENGER VEHICLE GARAGES 50sf , „ WALLS PRIOR TO INSTALLATION OF WALLBOARD. ALL TEMPERATURE ON LEAD CONTENT BEFOI'E 50P SI` ALV.ROOFI 25/32" REGULAR CELLULOSTfC FIBERBOARD SHEATHING I/z ROOFING NAIL 81)COM 3 6 CONTROL WIRING SHALL RUN CONCEALED IN WALLS, FLOORS, AND/OR ROOMS OTHER THAN SLEEPING ROOMS 40 psf NAIL STAPLE 16GA Iii LONG CEILINGS. VERIFY OUTLET, SWITCH AND LIGHTING LOCATIONS WITH CERTIFICATE OF OCCUPA I"Y I 1/2 GALV.ROOFING NAIL 6D COM OWNER PRIOR TO INSTALLATION. 12.4 SLEEPING ROOMS 30 psf 1/2" GYPSUM SHEATHING NAIL STAPLE GALV.Iii",I1i4"9CREllS TYPE W OR 5 4 8 21. ALL ITEMS REMOVED IN T;AE CONSTRUCTION SHALL REMAIN THE OWNERS PROPERTY SOLDER USED IN WATE11 P/4"GALV.ROOFNG NAIL SD CONI 4 8 WITH THE EXCEPTION OF THE DEBRIS WHICH SHALL BE CARTED OFF THE SITE AND SUPPLY SYSTEM CANN'" i J- 'X(' PORTICO LU STAIRS 40 psf 5/8" GYPSUM SHEATHING NAIL STAPLE GALV.15/a",No"SCREWS TYPE W OR 51 LEGALLY DISPOSED OF. a WOOD STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 28. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRESSURE EXCEED 2110 OF 1/o LEA��. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS OF 2 TONS PER SQ. FT. AND SHALL HAVE MINIMUM COVER OF 3'-6" OR AS NOTED. �!I (REFER TO TABLE 8301.5 OF THE 2020 NY STATE RESIDENTIAL CODE) 3/4" AND LESS 6D DEFORMED NAIL OR SD COMMON NAIL 6 12 29. ALL CONCRETE SHALL BE 3,500 PSI CONCRETE AT 28 DAYS. CONCRETE To Blo-wer door � � ALLOWABLE HAVE 5 TO 7�o AIR-ENTRAINMENT, PER 84022 EXISTING STRUCTURAL MEMBER -I/S" - 1" 8D DEFORMED NAIL OR 0 COMMON NAIL 6 and ductwork � DEFLECTION 12 30. CONTRACTOR SHALL EXERCISE GOOD JUDGEMENT TO MINIMIZE DAMAGE TO EXISTING j DRIVEU)Ar c� AREAS (INCLUDING LAWN AND SHRUBS) AREAS DAMAGED DUE TO NEW CONSTRUCTION ' s testing required 1Z 8,41=TERS HAVING SLOPES CxREATER THAN 11�all _ 11/411 8D DEFORMED NAIL OR IOD COMMON NAIL 6 12 SHALL BE RESTORED TO THEIR ORIGINAL CONDITION. GRADING AROUND NEW r 3 ON 12 WITH NO FINISHED CEILING L/180 CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING. A.LPi-IOF;ir-.Pr; k�i47�E &."WATER LIN'S NEED 5 9°3 '20" 14.19 ATTACHED TO RAI=TERS 31. ARCHITECT HAS BEEN RETAINED FOR ON SITE INSPECTIONS AND/OR OBSERVATIONSr, FIRE SAFET r NOTES OF THE CONSTRUCTION. �� 1�� �c INTERIOR WALLS AND PARTITIONS H/180 PROVIDE FIRESTOPPING AT 8'-0" AND AT CIELING JOISTS GREATER THAN 20'-0" 32. EXISTING CONDITIONS INDICATED WERE FROM FIELD MEASUREMENTS PROVIDE SMOKE DETECTORS IN EVERY BEDROOM AND AT EACH HALLWAY 33. BAULASTERS TO BE INSTALLED SO THAT A SPHERE 4" or MORE IN DIA. CAN BE w FLOORS AND PLASTERED CEILINGS 1-/360 PROVIDE FIRE RATED DOOR AT GARAGE,POOL STORAGE AND MECHANICAL ROOM PASSED THRU THEM. AS PER 83162 REVISION / MARK DATE ALL OTHER STRUCTURAL MEMBERS L/240 DesignEXTERIOR WALLS WITH PLASTEROR and Code Information PROJECT H/360 4520 New Suffolk Rd STUCCO FINISH I. BUILDING STRUCTURE HAS BEEN DESIGNED TO THE FOLLOWING BUILDING New Suffolk, New York i /0 �,�� EXTERIOR WALLS - UJIND LOADSa WITH L/240 CODES: 2020 RESIDENTIAL CODE OF NY STATE BRITTLE FINISHES 2.ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE LOCAL BUILDING CODE. A-1 SCALE: 1'= 20'-0" EXTERIOR W,4LL5 - WIND LOADSa W[TH 3.VERIFY EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY ARCHITECT �11 L/120 FLEXIBLE FINISHES OF ANY CONDITIONS WHICH DO NOT COMPLY WITH PLANS AND SPECIFICATIONS. DRAWING TITLE: installed, replaced or STRUCTURAL DRAWINGS MUST BE COORDINATED WITH ARCHITECTURAL DRAWINGS Plumbin Riser Dia BY THE CONTRACTOR. Cover Sheet repaired shall conform g g ■ 4.CONTRACT DOCUMENTS SHALL NOT BE REPRODUCED FOR USE AS SHOP DRAWINGS. to Chapter 172 5.THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED of the Tolvn Code AND STEEL MEMBERS ARE ERECTED,CONNECTIONS ARE COMPLETELY BOLTED AND/OR WELDED AND INSPECTED,THE PLYWOOD DECK ATTACHED TO THE WOOD FRAMING,AND THE CONCRETE FLOORS PLACED AND ATTAINS 15`Yo OF 28-DAY SE E FILE N0, NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, STRENGTH. UNTIL SUCH TIME,TEMPORARY BRACING IS REQUIRED. THE PRE-ENGINEERED WOOD CONSTRUCTION ANND/OR TIMBER „ DESIGN ADEQUACY OF TEMPORARY BRACING AND SHORING 15 THE SOLE Cy®� '���X PSS ®� CONSTRUCTION IN RESIDENTIAL STRUCTURES 6 d1a. RESPONSIBILITY OF THE CONTRACTOR �� �C'A PAGE NO: (IN ACCORDANCE WITH TITLE 19 NYCRR PART 1265) 1 0172 6.FOR LOCATION OF MISCELLANEOUS ITEMS(OPENINGS,BENT PLATES, INSERTS, �> Materials Legend PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY)® NEW RESIDENCE STRUCTURE ETC.) AFFECTING STRUCTURAL WORK,SEE ARCHITECTURAL,MECHANICAL, D NO. ❑ ADDITION TO EXISTING RESIDENTIAL STRUCTURE PLUMBING AND ELECTRICAL DRAWINGS. i 4" VTR 4" VTR E] REHABILITATION TO EXISTING RESIDENTIAL STRUCTURE Reflective T.STRUCTURAL DESIGN LOADS: �� 02311413 ASPHALT SHINGLES EARTH /�� / GLASS POURED CONCRETE ALUMINUM White 2020 RESIDENTIAL CODE OF NY STATE ®� � 1� Roof TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT N.TS. PROPERTY REFERENCE ABOVE WILL UTILIZE ROOF LOADS: ARCHI STUCCO FINISH GRAVEL STEEL BRICK c� FINISHED WOOD Bath 3" Kitchen 3" Master Bath (CHECK EACH APPLICABLE LINE) R ffllective ROOF DEAD LOAD: 25 PSF Re GROUND SNOW LOAD: 45 PSF SLOPE Martin A. Passante ' El TRUSS TYPE CONSTRUCTION(TT) Pantone"18l /I� BATT CONCRETE 3 2 z 2 z 2 3 0 PRE-ENGINEERED WOOD CONSTRUCTION(PW) WIND LOADS: 120 mph �� �� RIGID INSUALATION INSULATION BLOCK ROUGH WOOD 3 SECOND GUST WIND SPEED: 110 MPH LAV. L V. L V. ❑ TIMBER CONSTRUCTION(TC) I = 1.0 Lic. NY,NJ,CT,PA,VA,MD,DE,KT,VW,IL,NV,IN TABLE 8301 .2 1 W e wASNER W . 1J" Stroke EXPOSURE: B IRIN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE) SEISMIC LOADS: C CLIMATIC AND GEOGRAPHIC DESIGN CRITERIAtue (7 . -OT SNo R ❑ FLOOR FRAMING,INCLUDING GIRDERS AND BEAMS(F) SITE = C Fa= 1.48 F 2.0 irst Floo ❑ ROOF FRAMING(R) 1 = 0 Sms = .59 g S m1 = .40g Floor Framing, Including R 6 • Architecture GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM Ice Barrier •T3. 2 211 ® FLOOR FRAMING AND ROOF FRAMING(FR) F Girders and Beams S s= .40 g S 1 = 20 a Planning Winter Flood Air „ SNOW SPECIAL WIND DESIGN Underla ment 4 2 2 4 LOAD SPEED TOPOGRAPHIC WIND 80RNE CATEGORY Frost Line Design Y Hazards Freezing BEARING WALL WITH WOOD SHEAR WALLS WIND EXPOSURE Weathering Depth Termite Tem Required Index 1G O Note: Q (mph) EFFECTS REGION CATEGORY DEBRISZONE p p C.O.I TO EXISTING 4" 4" One(1)Truss-Sign to be Located Either at the Electrical Meter or Next to �• Roof Framing EQUIVALENT LATERAL FORGE PROCEDURE Interior Design 4 the Front Door,No More than 12"From the Latch Side.Truss-Sign to be B.THESE PLANS COMPLY WITH THE RESIDENTIAL CODE OF NEW YORK STATE (2010 EDITION) 178 Bayview Ave., Northport, New York 1176f 140 Vult APPROVED SAN SYS. 4 g 30 PSF NO NO B NO EXEMPT SEVERE 3 FEET MODERATE 15,TABLE DY) VALLEYS t FEMA 1500 Located Not Less Than 42"Nor More Than 60"Above the Adjoining FR Floor and Roof Framing Phone: (631) 747-1114 Fax (631)532-1315 108 Vasd TO HEAVY (NY,KENNEDY) PERIMETERS IF REQ. Walking Surface. E-Mail: martyp@jmparchitects.com THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS ! PROJECT AND THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER Exist. DOCUMENTS SHALL NOT BE USED BY THE OWNER OR _ ®®d CecOTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS cs� PROJECT BY OR FOR OTHERS. THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES OR FOR SAFETY PRECAUTIONS IN CONNECTION WITH THE FWG6ro611 TW2632 TW2632 TW3046 TW3046 WORK. THE ARCHITECT IS NOT RESPONSIBLE FOR REMOVE EX15T. ACTS, ERRORS OR OMISSIONS OF THE CONTRACTOR, 0000 00 - ITS SUBCONTRACTORS OR THEIR AGENTS OR ( II (D l2)"X12"HDR lab 5TEP5 1t 0 EMPLOYEES OR ANY OTHER PERSONS PERFORMING r7ANY OF THE WORK. � - - -� ���'r®®m �1do � BASEMENT 0� rob n LIGHT CALL. f %Q X ��-� ROOM AREA--�I2'i 50.FEET - E X I S T I NCS GIRDER 121 x�a = 9ba6 50.Fr.ALLOW. e M _ X 26 SQ.FT.PROVIDED - `q 8 -oil = 31-611 "' 6 VENTILATION CALL. - M ° !1 X 6 4io OF TOTAL RM.SQ.FTG. - - 3/4" PLYWOOD b Room AREA : lzl 5Q.>Ear - - - ON NEW 2"XS" PLR 121 X.04 = 4h 5Q FT.ALLOW. JOISTS 13 SQ.FT.PROVIDED C) r MARBLE 6 SADDLE-, -�s� 26X68 I . �Q I-_ L J L - - NEW 5TEP5 TO x6 - . � I X 15T FLOOR N - th t TEETER _ Bedroom #2 LIGHT GALG. 8% OF TOTAL RM.5Q.FTG. o �' _ ROOM AREA = 1081 SQ FEET 0 N 5 -m 6 - 108 X 98 = 810 1. 50.FT.ALLOW. x 26 5Q.FT.PROVIDED 0 X SNER/6, VENTILATION GALG. IRYER �, 4a OF TOTAL RM.SQ.FTG. ROOM AREA : 108 50.FEET 108 X.04 : 43 5Q.FT.ALLOW. 31_OII N 13 SQ.Fr.PROVIDED 2"X6"TREATED FLR 11 II TW2632 2 XS TREATED LEDGER SEAM 6'-m"WD SLIDER J015T I6"O.C, u PLATFORM m = ii II 5OLTEp TO STRICTURE 12 O.C. (3n X12 TREATED M N - GIRDER �y ?� 4'-011 (2)"X12"HDR 3rD 6 3rd 6 30ro 1/2" 6 -O D SLIDER r� 2x6° TER6 1=0URED CONCRETE ' (2)"X8" 16 C X ��dr®®m � WRAPPED e 2 Exist, Basenment PIER FOOTING TO 42" ' I n ( L IGHT CALL. n , IN AZAK ►n 0% OF TOTAL RM.5Q.FTG. A-2. SCALE: 1/4'=1'-0' BELOW AIDJ, GRADE �✓ ' X' ' ROOM AREA = 108150.FEET - 5 _ r � 108X.08 = Sb 5Q.FT.ALLOW. 8 26 5Q.FT.PROVIDED 6, vENTILATI4% OF TOTAL GALG. FTG 6 -m ROOM AREA 108 5Q.FEET 108 X.04 = 43 5Q.FT.ALLOW. 13 5Q.FT.PROVIDED (2)"x12"HD? TW3 046 TW3046 1 Pro , sst Floor A-2 SCALE: 1/4"=1'-0' MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS (REFER TO TABLE R301.5 OF THE 2020 Residential Code of NY State) ROOF CONSTRUCTION STRAPPING INSTRUCTIONS : EXISTING ROOF RAFTERS USE LIVE LOAD DEAD LOAD WITH NEW R-38 INSULATION I. All Strapping To 1Be I-1/4" Wide 20 Oa. Steel or FUR RAFTERS AS REQUIRED 'Simpson' Equivalent 0520 (coiled strap) Except UNINHABITABLE ATTICS WITHOUT STORAGE fro psf 10 psf Roof Rafter to Stud Gonnection, Use 'Simpson' H2 UNINHABITABLE ATTICS WITH STOTAGF 2m psf 10 psf Gonnection or Equivalent. HABITABLE ATTICS 4 ATTICS W/ FIXED STAIRS 30 psf 10 psf 2. Install All Strapping Prior to Sheathing, Consult with BALCONIES (EXTERIOR) AND DECKS 40 psf 10 psf _ Local Authority For Strap Inspection if Required. FIRE ESCAPES 40 psf 10 psf 5. Install Strapping For All New Construction 4 GUARDS AND HANDRAILS 200 lbs Any Existing Exterlor Nall / Roof Replacement. 8 GUARDS IN-FILL COMPONENTS 50 Ibs 4. Install Strapping for Each Stud Per Floor One PASSENGER VEHICLE GARAGES 50 psf as per plan REVISION / MARK DATE For Each Rafter as Shown on the Detail. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf PROJECT 5. Install the Hold-Down Connections At Each Building Corner. SLEEPING ROOMS 30 psf fro psf 4520 New Suffolk Rd Solid Framed Gorners are Required as Shown STAIRS 40 psf 10 psf New Suffolk, New York On Detail. ROOF LOADING (LIVE : GROUND SNOW LOAD Ira psf for attic ADJUSTMENTS AS PER TABLE 8301.5 OF THE 30 psf 15 psf for R602.10.7 Ends of Braced Wall Lines With Continuous Sheathing RESIDENTIAL CODE OF NEW YORK STAE) cath ` DRAWING TITLE: Each end of a braced walllinewith continuous sheathing shall have one of the conditions shown in Figure 8602.10.7. SECTION R310 Floor Plans (2020 Residential Code of NY State) - - � „� w ►u. EMERGENCY ESCAPE AND RESCUE OPENINGS ME; Eu ��T. /' 8310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE OPENING. WHERE 12„ PERMACA5T LOAD BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOM, AN EMERGENCY BEARING ESCAPE AND RESCUE OPENING SHALL BE REQUIRED IN EACH SLEEPING 3 Prop. Front Elevation SEAL E FILE N0. ' ROOM. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT OPENS TO A-2 SCALE: 1/4'=T-o" PAWL Cowl. A PUBLIC WAY. NEW ASPHALT ROOF8PACW ®� p pq vrAu- xT Is " EAD NELAT 8310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. SI4INGLES over 30" ���N SS PAGE NO: F�/ES OF B€SACEiI wRLL UIQ E4F6�6RACELY WKL,4.4NM i Em CoNoffm 2 EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL BUILDING FELT atop C 2 OF 2 FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR 1/2" PLYWOOD (s LySti R [E ` CoNtMomySHEAIMM SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES I I BRA=% BRACE WAL UM SHEATHING COMPLYING WITH ASTM F 20eO SHALL BE PERMITTED FOR USE ON �'1 WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE PROPOSED RAFTERS NEW 2"x10" ROOF 0. OPENING. RAFTERS e 16" o.c. R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS. A EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE MINIMUM ° (2) 2" X 4" TOP PLATE INSULATION �jo2311a ® ATDIMENSIONS AS SPECIFIED IN THISSECTION. BAFFLE PETURN 83102.1 MINIMUM OPENING AREA. °o se�n area �t�wacANELEMERGENCY AND ESCAPE RESCUE OPENINGS SHALL A NET CLEAR NEW CUTTER C520 STRAPPING BY: ARCH( ATMOF BAA=WALL LINE avq�.p�ra�t. OPENING OF NOT LESS THAN 5.-1 SQUARE FEET. THE NET CLEAR OPENING AND is DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE ° AND LEADERS SIMPSON STRONG TIE' i Martin A. Passante Earn 3 ENDc 4 NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING OR APPROVED EQUAL AMYOU uIWtas �► Reoum �€m FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS -I 4ao-" c� THAN 24" INCHES AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 NEW 1x8 WOOD FASCIAWmddm*mWPVW„ : 2 t. a $ w INCHES.sburtirg sr I` d EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS I NEW NEARER Lic. NY,NJ,CT,PA,VA,MD,DE,KT,WV,IL,NV,IN SHALL HAVE A NET CLEAR OPENINGS OF NOT LESS THAN 5 ° tris Da 24'fnrtfacea,1 UM Wmaftd VAth SQUARE FEET. ° NEW 2" CONTINUOUS " R31022 WINDOW SILL HEIGHT VENTED VINYL *ebowd WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND SOFFIT , „ IDOfft RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE SIMPSON H2A • Architecture t° I* ��' r�r� bUWed, pWMl dOW9W#0 OMM WW THAN 44 INCHES ABOVE THE FLOOR, WHERE THE SILL HEIGHT IS Burs a-�► 4 " ` to Me tundejanor BELOW GRADE, IT SHALL BE PROVIDED WITH A WINDOW WELL IN /� T • Planning °Y END cOWtS m3 ACCORDANCE WITH SECTION R3IO2.3. AL/,/HURR/CANE STRAP DETAIL 5 SOFFIT DETAIL • Design 4 Interior SCALE: NO SCALE SCALE: NO SCALE 178 Bayview Ave., Northport, New York 117E A-2 A-2 Phone: (631) 747-1114 Fax (631)532-1315 E-Mail: martyp@jmparchitects.com hu �� I - THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS Schedule PROJECT ARE INSTRUMENTS OF THE ARCHITECT'SSymbols G NotesFirst foor Zenovationg SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND THE ARCHITECT SHALL BE DEEMED ® ELEVATION MARKER - FASTENER SCHEDULE FOR STRUCTURAL MEMBERS THE AUTHOR OF THESE DOCUMENTS AND SHALL (REFER TO TABLE R602.3(1)OF THE 2020 NY STATE RESIDENTIAL CODE) RETAIN ALL COMMONLAW, STATUTORY AND OTHER ELEVATION MARKER 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE a RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE (SHEET AND NUMBER LOCATION) DESCRIPTION OF BUILDING ELEMENTS N0.&TYPE SPACING OF PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER OF FASTENER FASTENERS THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. DOCUMENTS SHALL NOT BE USED BY THE OWNER OR Located at SECTION AND DETAIL MARKER JOIST TO SILL OR GIRDER, TOE NAIL 3-5d - 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE 3 OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO (SHEET AND NUMBER LOCATION) TOWN OR VILLAGE PRIOR TO STARTING WORK. THIS PROJECT OR FOR COMPLETION OF THIS V X 6" SUBFLOOR OR LESS TO EA. JOIST, FACE NAIL 2-Sd 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, PROJECT BY OR FOR OTHERS. DETAIL MARKER 2 STAPLES, 1314" CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK 4520 New Suffolk RNew Suffolk, New York (SHEET AND NUMBER LOCATION) mm 2" SUBFLOOR TO JOIST OR GIRDER BLIND AND FACE NAIL 2-1(od PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. 4. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE THE ARCHITECT IS NOT RESPONSIBLE FOR Legend Abbreviations PREVENTION-N.Y. STATE RESIDENTIAL CODE AND BUILDING CODE AND CONSTRUCTION MEANS, METHODS, TECHNIQUES OR SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d 16 O.G. ALL RULES AND REGULATIONS OF THE LOCAL JURISDICTION FOR SAFETY PRECAUTIONS IN CONNECTION WITH THE T TOP OR SOLE PLA-E TO STUD, END NAIL 2-16d 5. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXITS WHICH WORK. THE ARCHITECT IS NOT RESPONSIBLE FOR CODEDATA:/\ . - SINGLE POLE SWITCH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR ACTS, ERRORS OR OMISSIONS OF THE CONTRACTOR, /"'� A 3 STUD TO SOLE PLATE, TOE NAIL 3-13d OR 2-166 SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO ITS SUBCONTRACTORS OR THEIR AGENTS OR - THREE WAY SWITCH A.C.T. ACOUSTICAL CEILING TILE AFF. ABOVE FINISH FLOOR FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL EMPLOYEES OR ANY OTHER PERSONS PERFORMING 4 BLK BLOCK DOUBLE STUDS, FACE NAIL loci 24"OC ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. ANY OF THE WORK. - FOUR WAY SWITCH BLK'G BLOCKING 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, NO. 2 2020 RESIDENTIAL CODE OF NY STATE CLG. CEILING DOUBLE TOP PLATES, FACE NAIL loci OR BETTER . E=1,600,000 AND fb = 825 or GREATER - DUPLEX OUTLET C.T. CERAMIC TILE 1 2020 ENERGY CONSERVATION GORE OF NEW YORK STATE GFI CONI. CONCRETE 50LE PLATE TO JOIST OR BLOCKING, ATBRACED WALL PANEL 3-16d size Flo Modulus of Elasticit i - GROUND FAULT INTERRUPT(42" AFF) CONT. �TN� 2" x 4" 1350 PSI, E 1,600,000 PSI. CJ. CONTROL JONT DOUBLE TOP PLATES MINIMUM 24" OFFSET OF END JOINTS, PN. DOWN FACE NAIL IN LAPPED AREA S-16d 2 x 6 II10 PSI, E 1,600,000 PSI. TOWN OF SOUTHOLD, NY 2" x 8" 1080 Ps1, E 1,600,,ao0 PSI. - INCANDESCENT LIGHT FIXT.(AS PEROWNER) DIA. DIAMETER DWG. DRAWING BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE,TOE NAIL 3-ad 2" x 10" 990 PSI, E 1,600,000 PSI. WP EL. ELEVATION 2" x 12" 900 PSI, E 1,600,000 PSI. - WATER PROOF INCANDESCENT LIGHT FIXT.(AS EXIST. EXISTING RIM JOIST TO TOP PLATE, TOE NAIL ad YYY F.P. FIREPROOF 1. ALL HEADERS SHALL BE (2) 2"X6" 40 2"X4" WALLS 4 (3) 2"X6" 2"x6" PER OWNER) FIN. FNISH(ED) TOP PLATES LAPS AT CORNERS AND O INTERSECTIONS,FACE NAIL 2-10d RECE55ED INCANDESCENT LIGHT FIXT.(FLAT GA GAUGE WALLS UNLESS NOTED OTHERWISE. - G.C. GENERAL CONTRACTOR 16"O.C. ALONG 8. ALL HEADERS SHALL BEAR ON 4"X4" POST 6 2"X4" WALLS OR 4"X6" CLG) GALV. GALVANIZED BUILT UP HEADER 2 PIECES WITH 1/2" SPACER 1(od EACH EDGE POST 6 2"X6" WALLS UNLESS NOTED OTHERWISE. GL. GLASS- CLG.MNTp.lT5 CFM.MIN.)EXHAUST FAN)AS GYP.BD. GYPSUM BOARD 9. FURNISH AND INSTALL SINGLE STATION SMOKE DETECTING ALARM Al ® CONTINUED HEADER TWO PIECES 16d DEVICE IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE. IF REQUIRED. /6 ° PER OWNER .3 EX H.P. HIGH POINT CEILING JOISTS TO TOP PLATE, TOE NAIL 3-Sd HM. HOLLOW METAL 10. ALL WINDOWS SHALL BE WHITE PERMA-SHIELD WITH HIGH PERFORMANCE 0 _ JT. JOINT GEXTERILAZING AS MANUFACTURED BY ANDERSEN WINDOW WALLS OR EQUAL UNLESS NOTED OWNEROR INCANDESCENT LIGHT FIXT.(AS PER LAV. LAVATORY OTHERWISE. INCLUDE INSECT SCREENS AND JAMB EXTENDERS AS REQUIRED. MAX. MAXIMUM CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d 11. ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED Y BRIDGING OR 1�2 / / MN. METAL BLOCKING m INTERVALS NOT EXCEEDING EIGHT FEET. B 8 List o Drawings MIN. MINIMUM CEILING JOISTS LAPS OVER PARTIONS, FACE NAIL 3-loci M.O. MASONRY OPENING 12_ ALL FLASHING SHALL BE ALUMINUM. � N.I.C. NOT IN CONTRACT CEILING JOISTS TO PARALLEL FACE NAIL, FACE NAIL E2- od 13. ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALLS WITH "HURRICANE A-1 - Information Sheet NUMBERR CLIPS. 11 oING RAFTER TO PLATE, TOE NAIL od 14. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE SCALED N ° A-2 - Floor Plans, Elevations & PL. PLATE arli DIMENSIONS. 4 �82�"� Details P�' PLYWOODi 1" BRACE TO EA. STUD AND PLATE, FACE NAIL F2eTAPLES 13/4" 15. DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND REQ'D REQUIRED 2-Sd SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT I _ 1" X 6" SHEATHING TO EACH BEARING, FACE NAIL 3 FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE BTLi4 USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT O7 SUSP.CLG. SUSPENDED CEILING 2-5d TD.M. TOP OF MASONRY V X S" SHEATHING TO EACH BEARING, FACE NAIL BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION To THE 3 STAPLES 1-3/4" ARCHITECT. TAS. TOP OF STEEL 3-Sd TYP. TYPICAL WIDER THAN 1" X S" SHEATHING TO EACH BEARING,FACE NAIL 4 " 16. PATCH AS REQUIRED ALL AREAS WHERE EXISTING HAS BEEN REMOVED UND. UNLESS NOTED OTHERWISE STAPLES 13i 4 AND/OR NEW WORK ABUTS EXISTING. WHERE EXISTING WALLS ARE REMOVED V.C.T. VINYL COMPOSITION TILE OR NEW OPENINGS ARE CALLED FOR IN EXISTING WALLS, PRIOR TO BUILT UP CORNER STUDS loci W/ WITH REMOVAL OF EXISTING WALLS, CEILING BEAMS, ROOF RAFTERS, ETC., WD. WOOD NAIL EA LAYER AS FOL0Jh NOTE: L=SPAN LENGTH, H=SPAN HEIGHT BUILT UP GIRDERS AND BEAMS 2" LUMBER LAYERS loci 32°O.G.TOP AND BOTTOM AND STAG CONTRACTOR SHALL BRACE EXISTING AS REQUIRED UNTIL NEW HEADER AS a. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.1 TIMES 2 NAILS Al E05 AND AT EA$131,ICE SPECIFIED IS INSTALLED. THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE 2" PLANKS 2-16d AT EA. BEARING 11. ALL EXISTING ELECTRICAL E PLUME5ING LINES ARE TO BE ABANDONED 4 REMOVED ALL UTILITIES ARE TO BE NEW NO EXCEPTIONS DETAINING DEFLECTION LIMITS HEREIN. ROOF RAFTERS TO RIDCsE, VALLEY OR HIP RAFTER, TOE NAIL 2-16d 18. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS FACE NAIL 3-16d SHALL BE "TECO CONNECTORS" OR EQUAL AND SHALL BE CAPABLE OF I (REFER TO TABLE R301.5 OF THE 2020 NY STATE RESIDENTIAL CODE) RAFTER TIES TO RAF-rER FACE 3-Sd HANDLING LOADS e CONNECTION POINTS. INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS AND EXISTING WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND WALL SHEATHING TOFRAMING,AND PARTICLE BOARD WALL SHEATHING TO FRAMING RECOMMENDATIONS. USE LIVE LOAD 19. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND I WOOD DECK ATTICS WITH LIMITED STOTAGE 20 psf DESCRIPTION OF BUILDING MATERIAL DESC. OF FASTENER SPACING OF FASTENER ALL OPENINGS. EDGE INT.SUPPORTS 20. PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD WITH EDGES ATTICS WITHOUT STORAGE 10 psf 511(o"-112" by COMMON NAII(SUEFLOORWALL) 6 12 SOLID BLOCKED. 8p COMMON NAIL(ROOF) 21. ALL DRYWALL SHALL BE U_S_G. NATIONAL GYPSUM Co. 1/2" THICK, EXISTING DECKS 40 sf _ �� TAPED AND SPACKLED THREE GOATS. p 19/32 1 BD COMMON NAIL 6 12 22. ALL DRYWALL SHALL BE PRIMED AND PAINTED (2 FINISH COATS). RENOV,4TED 23. ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE, AS SELECTED BY / 41. (01 TORI' S7�uCTu�E EXTERIOR BALCONIES 60 psf 1-1/S" _ 1-1/4" 100 COMMON NAIL OR 8p DEE.NAIL 6 12 OWNER. WIT�I CONI�ERTED FIRE ESCAPES 40 psf OTHER WALL SHEATHING 24. CARPETING SHALL BE SUPPLIa�D AND INSTALLED BY THE OWNER. GUARDRAILS AND HANDRAILS 200 Ibs I, 25. OWNER SHALL SELECT ALL CCLORS. d GARAGE 5PACE 11/2" REGULAR CELLUL06TIC FIBERBOARD SHEATHING 1,"GALV.ROOFING NAIL bD COM 3 6 26. ALL ELECTRICAL WORK SHALL BE BOARD 24 50 FT GUARDRAILS IN-FILL COMPONENTS 50 Ibs NAIL STAPLE 166A Iz LONG , OF FIRE UNDERWRITER APPROVED. INSTALL AS PER OWNER'S DIRECTION I Iv2" REGULAR GELLUL05TIC FIBERBOARD SHEATHING II/z nALV.ROOFING NAIL 81)COM 3 6 ANY AND ALL INTERCOM, TELEPHONE, AND/OR TV ANTENNA WIRING IN NAIL STAPLE IbGA Iii LONG WALLS PRIOR TO INSTALLATION OF WALLBOARD. ALL TEMPERATURE 23_I� PA55ENGER VEHICLE GARAGES 50 psf 111/2'nALV.ROOFING NAIL 20 CCM 3 6 CONTROL WIRING SHALL RUN CONCEALED IN WALLS, FLOORS, AND/OR 25/32 REGULAR CELLULOSTIG FIBERBOARD SHEATHING 11/2" ROOMS OTHER THAN SLEEPING ROOMS 40 psf NAIL STAPLE 16GA lie LONG CEILINGS. VERIFY OUTLET, SWITCH AND LIGHTING LOCATIONS WITH I1/2" GYPSUM SHEATHING Il/?"GALV.ROOFING NAIL bD COM 4 8 OWNER PRIOR TO INSTALLATION. 124 r SLEEPING ROOMS 30 psf NAIL STAPLE GALV.liz,11/4SCREWS TYPE W ORS 1 2-1. ALL ITEMS REMOVED IN THE CONSTRUCTION SHALL REMAIN THE OWNERS PROPERTY 5/8" GYPSUM SHEATHING P/4"GALV.ROOFING NAIL 8D COM 4 8 WITH THE EXCEPTION OF THE DEBRIS WHICH SHALL BE CARTED OFF THE SITE AND Ll STAIRS 40 PSI` NAIL STAPLE GALV.I a,I e 5CREM TYPE W OR S LEGALLY DISPOSED OF. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS WOOD STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 28. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRESSURE OF 2 TONS PER SQ. FT. AND SHALL HAVE MINIMUM COVER OF 3'-6" OR A5 NOTED. <G (REFER TO TABLE R301.5 OF THE 2020 NY STATE RESIDENTIAL CODE) 3/411 AND LESS 0 DEFOI;1ED NAIL OR 8D COMMON NAIL 629. ALL CONCRETE SHALL BE 3,500 PSI CONCRETE AT 28 DAYS. CONCRETE TO ALL12 HAVE 5 TO 1% AIR-ENTRAINMENT, PER 84022 EXI5TING '�� STRUCTURAL MEMBER DEFLECTION CTBION LE /S" - 1" SD DEFORMED NAIL OR 8D COMMON NAIL (0 12 30. CONTRACTOR SHALL EXERCISE GOOD JUDGEMENT TO MINIMIZE DAMAGE TO EXISTING --- --- AREAS (INCLUDING LAWN AND SHRUBS) AREAS DAMAGED DUE TO NEW CONSTRUCTION DRIYEUWr z RAFTERS HAVING SLOPES GREATER THAN 111/8" - 11/411 8D DEFORMED NAIL OR IOD COMMON NAIL (0 12 SHALL BE RESTORED TO THEIR ORIGINAL CONDITION. GRADING AROUND NEW 3 ON 12 WITH NO FINISHED CEILING L/150 CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING. 5 9°3,0'2011 14.19' ATTACHED TO RAFTERS 31. ARCHITECT HAS BEEN RETAINED FOR ON SITE INSPECTIONS AND/OR OBSERVATIONS INTERIOR WALLS AND PARTITIONS H/180 FIRE 5AFET4' NOTES OF THE CONSTRUCTION. PROVIDE FIRESTOPPING AT V-0"AND AT CIELING JOISTS GREATER THAN 20'-0" 32. EXISTING CONDITIONS INDICATED WERE FROM FIELD MEASUREMENTS - PROVIDE SMOKE DETECTOR3 IN EVERY BEDROOM AND AT EACH HALLWAY 33. BAULASTERS TO BE INSTALLED SO THAT A SPHERE 4" or MORE IN DIA. CAN BE s w FLOORS AND PLASTERED CEILINGS L/3(00 PROVIDE FIRE RATED [DOOR AT GARAGE,POOL STORAGE AND MECHANICAL ROOM PASSED THRU THEM. AS PER 83162 REVISION / MARK DATE ALL OTHER STRUCTURAL MEMBERS L/24(d -® Design and Code Informat�■on PROJECT EXTERIOR WALLS WITH PLASTER OR 4520 New Suffolk R H/36(d d STUCCO FINISH 1. BUILDING STRUCTURE HAS BEEN DESIGNED TO THE:FOLLOWING BUILDING New Suffolk, New York Plot Plan EXTERIOR WALLS - WIND LOADS WITH L/240 CODES: 2020 RESIDENTIAL CODE OF NY STATE BRITTLE FINISHES A-1 SCALE: 1"= 20'-C" a 2.ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE LOCAL BUILDING CODE. EXTERIOR WALLS - WIND LOADS WITH L/120 3.VERIFY EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY ARCHITECT FLEXIBLE FINISHES of ANY CONDITIONS WHICH Do NOT COMPLY WITH PLANS AND SPECIFICATIONS. DRAWING TITLE: STRUCTURAL DRAWINGS MUST BE COORDINATED WITH ARCHITECTURAL DRAWINGS Plumbin R i e r D i BY THE CONTRACTOR. : Cover Sheet g s a g . 4.CONTRACT DOCUMENTS SHALL NOT BE REPRODUCED FOR USE AS SHOP DRAWINGS. 5.THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED AND STEEL MEMBERS ARE ERECTED,CONNECTIONS ARE COMPLETELY BOLTED AND/OR WELDED AND INSPECTED,THE PLYWOOD DECK ATTACHED TO THE WOOD FRAMING,AND THE CONCRETE FLOORS PLACED AND ATTAINS 15% OF 28-DAY SE E FILE NO. NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, STRENGTH. UNTIL SUCH TIME,TEMPORARY BRACING IS REQUIRED. THE PRE-ENCINEERED WOOD CONSTRUCTION ANND/OR TIMBER ®� A.PIAS ®� CONSTRUCTION IN RESIDENTIAL STRUCTURES 6 dia. DESIGN ADEQUACY OF TEMPORARY BRACING AND SNORING IS THE SOLE �9 ���� S (IN ACCORDANCE WITH TITLE 19 NYCRR PART 1265) RESPONSIBILITY OF THE CONTRACTOR �� C1� PAGE NO: 1 0172 b.FOR LOCATION OF MISCELLANEOUS ITEMS(OPENINGS,BENT PLATES, INSERTS, PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY) Materials Legend 0 NEW RESIDENCE STRUCTURE ETC.) AFFECTING STRUCTURAL WORK,SEE ARCHITECTURAL,MECHANICAL, D NO. ❑ ADDITION TO EXISTING RESIDENTIAL STRUCTU E PLUMBING AND ELECTRICAL DRAWINGS. 4" VTR 4" VTR ❑ REHABILITATION TO EXISTING RESIDENTIAL STRUCTURE Reflective 1.STRUCTURAL DESIGN LOADS: ��* 02311A It ® 1 ASPHALT SHINGLES EARTH /��� GLASS POURED CONCRETE / ALUMINUM Roof White 2020 RESIDENTIAL CODE OF NY STATE 0� ' TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT N.T.S. PROPERTY REFERENCE ABOVE WILL UTILIZE ROOF LOADS: AR CHII (CHECK EACH APPLICABLE LINE) Reflective ROOF DEAD LOAD: 25 PSF ■ STUCCO FIN15H GRAVEL STEEL BRICK FINISHED WOOD Bath 3 3 Master Bath Kitchen Martin A. ❑ TRUSS TYPE CONSTRUCTION TT Patone"181 GROUND SNOW LOAD: 45 PSF SLOPE P a s s a n to RIGID INSUALATION BATT CONCRETE ROUGH WOOD 3" 2" 2" 2" 2" 2" 3" �c � ��+® PRE-ENGINEERED WOOD CONSTRUCTION(PW) WIND LOADS: 120 mph ��+ �+ INSULATION BLOCK ❑ TIMBER CONSTRUCTION TC W M__ 3 SECOND GUST WIND SPEED: 110 MPH LAV. L V. L V. ( ) , I = 1.0 Lic. NY,NJ,CT,PA,VA,MD,DE,KT,WV,IL,NV,IN wAsl-IFR W 2, Stroke TABLE R301.2 (1) v IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINEEXPOSURE: B ) SEISMIC LOADS: G CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA - sN EJ FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS(F) SITE = C Fa= 1.48 F 2.0 first Floo „ C-1GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM TEU57 r'- ROOF FRAMING(R) F Floor Framing, Including R = 6 Sms -59 9 S ml •409 ! Architecture TS 2 2" Winter Ice Barrier Flood Air „ „ ® FLOOR FRAMING AND ROOF FRAMING(FR) Girders and Beams S s= ,40 g g 1 = ,20 g SNOW SPECIAL WIND DESIGN 4 2 2 4 * Planning Underlayment BEARfNG WALL WITH WOOD SHEAR WALLS LOAD SPEED TOPOGRAPHIC WIND EXPOSURE WIND-BORNE CATEGORY Frost Line Design Hazards Freezing Note: Weathering Depth Termite Tem Required Index IC.O. One 11 Truss-Si ntobeLocatedEitherattheElectricalMeterorNextto R Roof Framing EQUIVALENT LATERAL FORCE PROCEDURE a Interior Design (mph) EFFECTS REGION CATEGORY DEBRIS ZIONE P P COI TO EXISTING 4 4 ) g B.THESE PLANS COMPLY WITH THE RESIDENTIAL CODE OF NEW YORK STATE (2010 EDITION) 178 Bayview Ave. Northport, New York 11768 4" 4�� the Font Door,No More than 12"From the Latch Side.Truss-Sign to be Y P APPROVED SAN.SYS. 30 PEP 140 Vult NO NO B NO EXEMPT SEVERE 3 FEET MODERATE 15,TABLE DI01 VALLEYS t FEMA 1500 Locabd Not Less Than 42"Nor More Than 60"Above the Adjoining FR Floor and Roof Framing Phone: (631) 747-1114 Fax (631)532-1315 108 Vosd TO HEAVY (NY,KENNEDY) PERIMETERS IF REQ. walkngSurface. E-Mail: martyp@jmparchitects.com THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER XISt. DOCUMENTS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO 8 THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR OTHERS. c0 THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES OR FOR SAFETY PRECAUTIONS IN CONNECTION WITH THE FWG6ra611 TW2632 TW2632 TW3ro46 TW3046 WORK. THE ARCHITECT IS NOT RESPONSIBLE FOR �t ACTS, ERRORS OR OMISSIONS OF THE CONTRACTOR, ( „ „ �� �� �R�MOV� �XIS�. ITS SUBCONTRACTORS OR THEIR AGENTS OR °�° 5atlh (2) XI2 HDR I�L ���� 5TEP5 TO EMPLOYEES OR ANY OTHER PERSONS PERFORMING G I ANY OF THE WORK. - - -� Bedroom #I � �AS�M�NT n �r ak�ast I I LIGHT CALL. 8qo OF TOTAL RM.SQ.FTC. � x R00�8 9 b8615SQ.FEET Q FT ALLOW. 0 E X 15 T I NG G I RFDE F X 26 50.11'.PROVIDED — — — — = 8 -oil = 3'-6 �X�(o VENTILATION CALC. �- - - - � `r Sia�' PLYWOOD ° 4% OF TOTAL W.SQ.FTG. ROOM AREA : 121 SQ.FEET ON NEW 2"XS"FLR 121 X.04 = 48 5Q.FT.ALLOW. — — — JOISTS 7 13 50.FT.PROVIDED � a I 6 \ �6� 26X68 kn � -jl �_ _J — co — Neu ST ISS �o L — — X I x 15T FLOOR N -_ '1 N o LIGHT GALL. pi 8% OF TOTAL R'1.SQ.FTG. _ o X ROOM AREA = 108160.FEET 0 CIA108 X.08 = 810 SQ.FT.ALLOW. X 26 SQ.FT.PROVIDED 0 VENTILATION GALG. a 4% OF TOTAL RM.SQ.FTG. TILE FIR ROOM AREA = 108 50.FEET 108 X.04 = 43 SQ.FT.ALLOW. - - - X 13 50.FT.PROVIDED TW2632 IIX61ITRATEDR 2"X811 TREATED LEDGER SEAM 6'-011WD E A JOIST 5OLTED TO 5TRUCTUR 1211 o.c. _ (3)2`X1217PNEATED ° a M cv (2)°X12"14DR I = 31D 6 3® 6TW304ro 2'-8 1/2" -0 L E -4 Bedroom #3 2 Exist. Basenment LIGHT GALG. 8% OF TOTAL R'1.SQ.FTG. A-2 SCALE: 1/4'=1'-0" ROOM AREA = 1081 SQ.FEET - 108 X fob : Sb 5a FT.ALLOW. Q 26 SQ.FT.PROVIDED 6, VENTILATION GALG. 4% OF TOTAL R'1.SQ.FTG. ROOM AREA = 108 SQ FEET 108 X.04 = 43 SQ.FT.ALLOW. 13 SQ.FT.PROVIDED (2)2"X12"HDR T 3046 TW3046 1 Pro , 1st Floor A-2 SCALE: 1/4°=1'-0' MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS (REFER TO TABLE R301.5 OF THE 2020 Residential Code of NY State) ROOF CONSTRUCTION STRAPPING INSTRUCTIONS : EXISTING ROOF RAFTERS USE LIVE LOAD DEAD LOAD WITH NEW R-38 INSULATION I. All Strapping To Be 1-1/4" Wide 20 Ga. Steel or UNINHABITABLE ATTICS WITHOUT STORAGE 10 psF Im per FOR RAFTERS AS REQUIRED 'Simpson' Equivalent 0520 (coiled strap) Except Roof Rafter to Stud Connection, Use 'Simpson' H2 UNINHABITABLE ATTICS WITH STOTAGE 20 psi Im per ........... --.. - -..---- — Connection or Equivalent. HABITABLE ATTICS E ATTICS W/ FIXED STAIRS 30 psf 10 psF - — 2. Install All Strapping Prior to Sheathing, Consult wlth BALCONIES (EXTERIOR) AND DECKS 40 psf Im psi - Local Authority For Strap Inspection if Required. FIRE ESCAPES 40 psi Im psf = — 5. Install Strapping For All New Construction 4 GUARDS AND HANDRAILS 200 lbs Any E:xlisting Exterior Wall / Roof Replacement. GUARDS IN-FILL COMPONENTS 50 lbs --. _ ---------- THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT F SchedulePROJECT ARE INSTRUMENTS OF THE ARCHITECSymbols General NotesFirst Renovation g 'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS ELEVATION MARKER -� FASTENER SCHEDULE FOR STRUCTURAL MEMBERS PROJECT AND THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL ® (REFER TO TABLE R602.3(1)OF THE 2020 NY STATE RESIDENTIAL CODE) RETAIN ALL COMMONLAW, STATUTORY AND OTHER ELEVATION MARKER NO.&TYPE SPACING OF 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE (SHEET AND NUMBER LOCATION) DESCRIPTION OF BUILDING ELEMENTS PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE: HIMSELF WITH ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER OF FASTENER FASTENERS THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. DOCUMENTS SHALL NOT BE USED BY THE OWNER OR SECTION AND DETAIL MARKER JOIST TO °ILL OR GIRDER, TOE NAIL 3-801 - 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO Residence Located at TOWN OR VILLAGE: PRIOR TO STARTING WORK. (SHEET AND NUMBER LOCATION) THIS PROJECT OR FOR COMPLETION OF THIS 1" X 6" SUBFLOOR OR LESS TO EA. JOIST, FACE NAIL 2-Sd 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, 2 STAPLES 13/4" PROJECT BY OR FOR OTHERS. DETAIL MARKER CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK 4520 New Suffolk Rd ) r New Suffolk, New York (SHEET AND NUMBER LOCATION) 2" SU5FL00R TO JOIST OR GIRDER BLIND AND FACE NAIL 2-1601 PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF- 4- ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE: THE ARCHITECT IS NOT RESPONSIBLE FOR Legend Abbreviations SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d 1(o"O.C. PREVENTION-N.Y. STATE RESIDENTIAL CODE AND BUILDING CODE AND CONSTRUCTION MEANS, METHODS, TECHNIQUES OR ALL RULES AND REGULATIONS OF THE LOCAL JURISDICTION I FOR SAFETY PRECAUTIONS IN CONNECTION WITH THE TOP OR SOLE PLATE TO STUD, END NAIL 2-1(od 5. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXITS WHICH WORK. THE ARCHITECT IS NOT RESPONSIBLE FOR CODE DATA. - SINGLE POLE SWITCH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR ACTS, ERRORS OR OMISSIONS OF THE CONTRACTOR, 3STUD TO SALE PLATE, TOE NAIL 3-8d OR 2-1(od SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL To ITS SUBCONTRACTORS OR THEIR AGENTS OR - THREE WAY SWITCH A.C.T. ACOUSTICAL CEILING TILE FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL EMPLOYEES OR ANY OTHER PERSONS PERFORMING AFF. ABOVE FINISH FLOOR DOUBLE STUDS, FACE NAIL loci �� ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. ANY OF THE WORK. $4 - FOUR WAY SWITCH BLK BLOCK 24 O.G. BLK'G BLOCKING 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH,NO. 2 2020 RESIDENTIAL GODS OF NY STATE CLG. CEILING DOUBLE TOP PLATES, FACE NAIL lod OR BETTER . E=1,600,000 AND fb = 825 or GREATER - DUPLEX OUTLET C.T. CERAMIC TILE 2020 ENERGY GONSERVATI O 4 GODE OF NEW YOR< STATE GFI CONC. CONCRETE SOLE PLATE TO J015T OR BLOCKING, ATBRACED WALL PANEL 3-16d size Fb Modulus of Elastic - GROUND FAULT INTERRUPT(4211 AFF) CONT. CONTINUOUS 2" x 4" 1350 PSI, E 1,600,000 PSI. CJ. CONTROL JOINT DOUBLE: TOI PLATES, MINIMUM 24" OFFSET OF END JOINTS, TOWN OF SOUTI-IOLD, Ni" DN. DOWN FACE NAIL N LAPPED AREA 8-16d 2 x (o 11-10 PSI, E 1,600,000 PSI. - INCANDESCENT LIGHT FIXT.(AS PEROWNER) DIA DIAMETER 2" x 8" 1080 PSI, E 1,600,000 PSI. YYY DWG. DRAWING BLOCKING EETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL 3-8d 2" x 10" 9130 PSI, E 1,600,000 PSI. ( EL. ELEVATION 2" x 12" SOO PSI, E 1,600,000 PSI, - WATER PROOF INCANDESCENT LIGHT FIXT.(AS EXIST. EXISTING RIM JOIST TO TOP PLATE, TOE NAIL gd F.P. FIREPROOF PER OWNER) FIN. FINISNIED) 1. ALL HEADERS SHALL BE (2) 211X6" 6 211X4" WALLS 4 C3J 211X6" � 211x6" TOP PLATESLAPS AT CORNERS AND INTERSECTIONS,FACE NAIL 2-I0d JO - RECESSED INCANDESCENT LIGHT FIXT.(FLAT GA GAUGE WALLS UNLESS NOTED OTHERWISE. G.C. GENERAL CONTRACTOR 16"O.C. ALONG 8. ALL HEADERS SHALL BEAR ON 4"X4" POST 6 2"X4" WALLS OR 4"X6" CLG) GALV. GALVANIZED BUILT UP I-EADER 2 PIECES WITH 1/2" SPACER 1601 EACH EDGE POST im 2"X6" WALLS UNLESS NOTED OTHERWISE.GL. GLASS a ,{ - CLG.MNTD.(15 CFM.MIN.)EXHAUST FAN)AS . . GYPSUM BOARD CONTINUED HEADER TWO PIECES 1601 �• FURNISH AND INSTALL SINGLE STATION SMOKE= DETECTING ALARM GYPBD 'V ® DEVICE IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE. IF REQUIRED. 6 PER OWNER HM. HOLLOu1METAL 10. ALL WINDOWS SHALL BE WHITE PERMA-SHIELD WITH HIGH PERFORMANCE y 9' EX HP. HIGH POINT CEILING JOISTS TO TOP PLATE, TOE NAIL 3-Sd EXTERIOR INCANDESCENT LIGHT FIXT.(AS PER JT. JOINT GLAZING AS MANUFACTURED BY ANDERSEN WINDOW WALLS OR EQUAL UNLESS NOTED LAI LAVATORY OTHERWISE- INCLUDE INSECT SCREENS AND JAMB EXTENDERS AS REQUIRED. OWNER) MAX. MAXIMUM CONTINUOUS HEADER TO STUD, TOE NAIL 4-810111. ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRIDGING OR 7 2 8/ List o Drawings NL MINIMUM CEILING JOISTS LAPS OVER PARTIONS, FACE NAIL 3_1001 BLOCKING Q INTERVALS NOT EXCEEDING EIGHT FEET. b M.O. MASONRY OPENING 12, ALL FLASHING SHALL BE ALUMINUM. �§ NIC. NOT IN CONTRACT 13_ ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALLS WITH "HURRICANE � CEILING JOISTS TO PARALLEL FACE NAIL, FAGS NAIL 3-1001 A-1 - Information Sheet NO. NUMBER CLIPS. = O.C. ON CENTER 14. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDEE SCALED ? x A/ A-2 - Floor Plans, Elevations & 11 I'll RAFTER TO PLATE, TOE NAIL 2-1601 DIMENSIONS. /V o PL. PLATE 182�ii Details PLYWD• PLYWOOD I" BRACE: TO EA. STUD AND PLATE, FACE NAIL 2 STAPLES 13/411 15. DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND RAD. RADIUS 2801 SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT 6 REQ'D REQUIRED 1" X 6" SHEATHING TO EACH BEARING, FACE NAIL FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE STL. STEEL 2 STAPLES 13/411 USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT SUSP.CLG, SUSPENDED CEILING 2-8d TDM. TOP OF MASONRY I" X 8" SHEATHING TO EACH BEARING, FACE NAIL 3 STAPLES 13/4" BY AGREEMENT IN WRITIN'3 AND WITH APPROPRIATE COMPENSATION To THE , T.O.S. TOP OF STEEL ARCHITECT, TYP. TYPICAL WIDER THAN P X 8" SHEATHING TO EACH BEARING,FACE NAIL 3-Sd 16. PATCH AS REQUIRED ALL AREAS WHERE EXISTING HAS BEEN REMOVED U.N.O. UNLESS NOTED OTHERWISE 4 STAPLES 13/411 AND/OR NEW WORK ABUTS EXISTING. WHERE EXISTING WALLS ARE REMOVED Y.C.T. VINYL COMPOSITION TILE OR NEW OPENINGS ARE CALLED FOR IN EXISTING WALLS, PRIOR TO W/ WITH BUILT UP CORNER STUDS IOd Woo REMOVAL OF EXISTING WALLS, CEILING BEAMS, ROOF RAFTERS, ETC., wD. NOTE: L=SPAN LENCsTH, H=SPAN HEIGHT BUILT UP GIRDERS AND BEAMS 2" LUMBER LAYERS 1(001 32"OL.TONAIL EA P ANBAS D BOTTOM AND STAG. CONTRACTOR SHALL BRACE EXISTING AS REQUIRED UNTIL NEW HEADER AS a, SPECIFIED IS INSTALLED. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.1 TIMES 2" PLANKS 11. ALL EXISTING ELECTRICAL f PLUMBING LINES ARE TO BE ABANDONED E REMOVED THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE 2-1(od AT EA. BEARING ALL UTILITIES ARE TO BE NEW NO EXCEPTIONS DETAINING DEFLECTION LIMITS HEREIN. ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTER,TOE NAIL 2-1(0d I8. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS FACE NAIL 3-16d SHALL BE "TECO CONNECTORS" OR EQUAL AND SHALL BE CAPABLE OF I (REFER TO TABLE R301.5 OF THE 2020 NY STATE RESIDENTIAL CODE) RAFTER TIES TO RAFTER FACE 3-Sd HANDLING LOADS m CONNECTION POINTS. INSTALLATIONS SHALL BE IN i STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS AND EXISTING I USE: LIVE LOAD WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND WALL SHEATHING TOFRAMING,AND PARTICLE BOARD WALL SHEATHING TO FRAMING 19R DOUBLE DOTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND I WOO DECK ATTICS WITH LIMITED STOTAGE Z0 sf DESCRIPTION OF BUILDING MATERIAL DESC. OF FASTENER SPACING OF FASTENER ALL OPENINGS. p EDGE INT.SUPPORTS 20• PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD WITH EDGES �� 6D COMMON NAIL(S1113FL00R,WALL) SOLID BLOCKED. ATTICS WITHOUT STORAGE 10 psf 5/16 -1/2 SD COMMON NAIL(5U5F) 6 12 21. ALL DRYWALL SHALL BE U.S.G. NATIONAL GYPSUM CO. 1i2" THICK, IX1STING DECKS 4(01 psf 19/32"-1" 8D COMMON NAIL 6 12 22. ALL TAPED ALL SHALSPACKLEEL i E PRIMED AND PAINTED (2 FINISH COATS). 475 T41REE COATS. R NOV,4T D 23_ ALL MOLDINGS AND T-11M SHALL BE STAIN GRADE, AS SELECTED BY <I>STORY STi2UCTUR EXTERIOR BALCONIES 60 psf 1-1/8" - I-1/4" lOD COMMON NAIL OR SD DEF.NAIL 6 12 OWNER. WITH CONv iE'TED FIRE ESCAPES 40 psf OTHER WALL SHEATHING 24• CARPETING SHALL BE SUPPLIED AND INSTALLED BY THE OWNER 25- OWNER SHALL SELECT ALL COLORS. 6,41R,46E 5F,4CE GUARDRAILS AND HANDRAILS 200 lbs 11/2'GALV.ROOFINGS NAIL 6D COM 1/2" REGULAR CELLULOSTIC FIBERBOARD SHEATHING NAIL STAPLE 16GA 11/211LONG 3 6 26. ALL E=LECTRICAL WORK SHALL BE BOARD 246 SQ FT I GUARDRAILS IN-FILL COMPONENTS 50 Ibs OF FIRE UNDERWRITER APPROVED. INSTALL AS PER OWNER'S DIRECTION /z" REGULAR CELLULOSTIC FIBERBOARD SHEATHING 1I%„GALV.ROOFING NAIL 80 COM ANY AND ALL INTERCOM, TELEPHONE, AND/OR TV ANTENNA WIRING IN I NAIL STAPLE 16GA 1/2 LONG 3 6 WALLS PRIOR TO INSTALLATION OF WALLBOARD. ALL TEMPERATURE 25/3211 REGULAR CELLULOSTIC FIBERBOARD SHEATHING PASSENGER VEHICLE GARAGES 5m per 11/2'GALV.ROOFING NAIL 8D COM 3 6 CONTROL WIRING SHALL RUN CONCEALED IN WALLS, FLOORS, AND/OR LE 16G ROOMS OTHER THAN SLEEPING ROOMS 40 psf NAIL STAPLE Ilii"LONG CEILINGS. VERIFY OUTLET, SWITCH AND LIGHTING LOCATIONS WITH ' 1/2" GYPSUM SHEATHING II/2"GALV.ROOFING NAIL 6D COM 4 8 OWNER PRIOR TO INSTALLATION. AUG2 15 2022 12 I 4 SLEEPING ROOMS 30 psf NAIL STAPLE GALV.1�2,I/4 SCREWS TYPE W OR S 21. ALL ITEMS REMOVED IN THE CONSTRUCTION SHALL REMAIN THE OWNERS PROPERTY 5/8" GYPSUM SHEATHING P/4"GALV.ROOFING NAIL 8D COM 4 8 WITH THE EXCEPTION OF THE DEBRIS WHICH SHALL BE CARTED OFF THE SITE AND TO�r, L11 STAIRS 40 psf NAIL STAPLE GALV.I/e,I a SCREWS TYPE W OR S LEGALLY DISPOSED OF, ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS WOOD STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 28. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRESSURE (REFER TO TABLE 8301.5 OF THE 2020 NY STATE RESIDENTIAL CODE) „ OF 2 TONS PER SQ. FT. AND SHALL HAVE MINIMUM COYER OF 3'-6" OR AS NOTED. 3/4 AND LESS 6D DEFORMED NAIL OR 8D COMMON NAIL (0 12 29. ALL CONCRETE SHALL BE 3,500 PSI CONCRETE AT 28 DAYS. CONCRETE TO HAVE 5 TO 1% AIR-ENTRAINMENT, PER 8402.2 EXI5TING 'on STRUCTURAL MEMBER ALLOWABLE -I/S" - 1" SD DEFORMED NAIL OR 8D COMMON NAIL 6 30. CONTRACTOR SHALL EXERCISE GOOD JUDGEMENT TO MINIMIZE DAMAGE TO EXISTING DEFLECTION 12 AREAS (INCLUDING LAW`! AND SHRUBS) AREAS DAMAGED DUE TO NEW CONSTRUCTION VE U)Ar r If RAFTERS HAVING SLOPES GREATER THAN I _ I 12 SHALL BE RESTORED TO THEIR ORIGINAL CONDITION. GRADING AROUND NEW PRI 3 ON 12 WITH NO FINISHED CEILING L/180 1/a 1/4 SD DEFORMED NAIL OR 101)COMMON NAIL 6 CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING- l5 9'30'2011 154,13 ATTACHED TO RAFTERS 31. ARCHITECT HAS BEEN RETAINED FOR ON SITE INSPECTIONS AND/OR OBSERVATIONS FIRE SAFETY NOTES OF THE CONSTRUCTION. INTERIOR WALLS AND PARTITIONS HABO PROVIDE FIRESTOPPING AT V-0" AND AT CIELING JOISTS GREATER THAN 20'-0" 32. EXISTING CONDITIONS INDICATED WERE FROM FIELD MEASUREMENTS PROVIDE SMOKE DETECTORS IN EVERY BEDROOM AND AT EACH HALLWAY 33. BAULASTEERS TO BE INSTALLED SO THAT A SPHERE 4" or MORE IN DIA. CAN BE FLOORS AND PLASTERED CEILINGS 1_1360 PROVIDE FIRE RATED DOOR AT GARAGE,POOL STORAGE AND MECHANICAL ROOM PASSED THRU THEM. AS PER 83162 REVISION / MARK DATE ALL OTHER STRUCTURAL MEMBERS L/240 Design and Code Information PROJECT EXTERIOR WALLS WITH PLASTER OR H/360 . 4520 New Suffolk Rd STUCCO FINISH I. BUILDING STRUCTURE HAS BEEN DESIGNED TO THE FOLLOWING BUILDING New Suffolk, New York 1 p,Ot paw EXTERIOR WALLS - WIND LOADSa WITH L/240 CODES: 2020 RESIDENTIAL CODE OF NY STATE BRITTLE FINISHES µ A-1 a 2.ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE LOCAL BUILDING CODE. SCALE: T= 20'-0" EXTERIOR WALLS - WIND LOADS WITHL/120 3.VERIFY EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY ARCHITECT ;$ FLEXIBLE FINISHES OF ANY CONDITIONS WHICH DO NOT COMPLY WITH PLANS AND SPECIFICATIONS. DRAWING TITLE: STRUCTURAL DRAWINGS MUST BE COORDINATED WITH ARCHITECTURAL DRAWINGS BY THE CONTRACTOR Cover Sheet Plumbing R Diag . 4.CONTRACT DOCUMENTS SHALL NOT BE REPRODUCED FOR USE AS SHOP DRAWINGS. .i 5.THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED 4" VTR 4" VTR AND STEEL MEMBERS ARE ERECTED,CONNECTIONS ARE COMPLETELY BOLTED •, AND/OR WELDED AND INSPECTED,THE PLYWOOD DECK ATTACHED TO THE WOOD Roof N.T,. FRAMING,AND THE CONCRETE FLOORS PLACED AND ATTAINS 15% OF 28-DAY SEE FILE N0. Bath 3" Kitchen 3" Master Bath NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, STRENGTH_ UNTIL SUCH TIME,TEMPORARY BRACING IS REQUIRED. THE 14, PRE-ENGINEERED WOOD CONSTRUCTION ANND/OR TIMBER DE51GN ADEQUACY OF TEMPORARY BRACING AND SHORING IS THE SOLE �� c>�A.PASS ®� CONSTRUCTION IN RESIDENTIAL STRUCTURES 6 dia. PQ �(� PAGE NO: =9 3" 2" 2" 2" 2" 2" 3" (IN ACCORDANCE WITH TITLE 19 NYCRR PART 1265) RESPONSIBILITY OF THE CONTRACTOR. 1 OF 2 L Y. L Y. L Y. PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY) 6.FOR LOCATION OF MISCELLANEOUS ITEMS(OPENINGS,BENT PLATES, INSERTS, ��e> W W Materials Legend - v ® NEW RESIDENCE STRUCTURE ETC.) AFFECTING STRUCTURAL WORK,SEE ARCHITECTURAL,MECHANICAL, D NO. (7tub R ❑ ADDITION TO EXISTING RESIDENTIAL STRUCTU E PLUMBING AND ELECTRICAL DRAWINGS. �� ) / first Floo ❑ REHABILITATION TO EXISTING RESIDENTIAL STRUCTURE Reflective 1.STRUCTURAL DESIGN LOADS: �� ���1� /� ASPHALT SHINGLES EARTH ��//� GLASS POURED CONCRETE ALUMINUM .T.5. 2 White 2020 RESIDENTIAL CODE OF NY STATE ®1r� 1�11��` 1 � 4" 2" 2" 4° TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT ROOF LOADS: PROPERTY REFERENCE ABOVE WILL UTILIZE ARCH( STUCCO FINISH GRAVEL STEEL BRICK FINISHED WOOD C.O.I TO EXISTING 4„ 1C.0. (CHECK EACH APPLICABLE LINE) fdlective ROOF DEAD LOAD: 25 PSF ) APPROVED SAN SYS. 4 ❑ TRUSS TYPE CONSTRUCTION Pantone X181 GROUND SNOW LOAD: 45 PSF SLOPE Martin A. Passante (TT) I CONCRETE ® PRE-ENGINEERED WOOD CONSTRUCTION(PW) WIND LOADS: 120 mph RIGID INSUALATION ) BATT REE ROUGH WOOD Z2 INSULATION BLOCK 2 3 ❑ TIMBER CONSTRUCTION(TC) 3 5E--_,OGOND GUST WIND SPEED: 110 MPH " Stroke Lie. NY,NJ,CT,PA,VA,MD,DE,KT,VW,IL,NV,IN TABLE R301.2 (1) 4„ L V. IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE) � Exl=osuRE: B CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA W45HER W El FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS(F) SEIEMICGLOADS: C Fa= 1.48 F 2.0 ❑ ROOF FRAMING(R) 1 - 0 Sms = •5S 9 S ml = •409 GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM Ice Barrier Floor Framing, Including R = 6 • Architecture ® FLOOR FRAMING AND ROOF FRAMING FR F Girders and Beams SNOW SPECIAL WIND DESIGN Winter Flood Air Basement 2" 4" (FIR) S s= .40 g S 1 = 20 g underla ment • Planning LOAD SPEED TOPOGRAPHIC WIND EXPOSURE WIND-BORNE CATEGORY Frost Line Design Y Hazards Freezing N.T-S- 4 FtMP 4 IG.0. Note: Q BEARING WALL WITH WOOD SHEAR WALLS p Weathering Depth Termite Temp Required Index One(1)Truss-Sign to be Located Either at the Electrical Meter or Next to ■� Roof Framing EQUIVALENT LATERAL FORCE PROCEDURE • Interior Design (mph) EFFECTS REGION CATEGORY DEBRIS ZONE the Front Door,No More than 12"From the Latch Side.Truss Sign to be 8.THESE PLANS COMPLY WITH THE RESIDENTIAL CODE OF NEW YORK STATE (2010 EDITION) 178 Bayview Ave., Northport, New York 11768 30 P-AF 140 Vult NO NO B NO EXEMPT SEVERE 3 FEET MODERATE 15,TABLE DI01 VALLEYS < FEMA1:5:0:0:1 Located Not Less Than 42"Nor More Than 60"Above the Adjoining FR Floor and Roof Framing Phone: (631) 747-1114 Fax (631)532-1315 105 Vasd TO HEAVY (N(,KENNEDY) PERIMETERS IF REQ. Walking Surface. E-Mail: martyp@jmparchitects.com THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL BASEMENT RETAIN ALL COMMONLAW, STATUTORY AND OTHER WINDOW RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER X� DOCUMENTS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO — — — SUMP PUMP THIS PROJECT OR FOR COMPLETION OF THIS � O PROJECT BY OR FOR OTHERS. THE BLE FOR ca D CONSTRUCTION MEANRCHITECT IS OS, METHODS, TECHNIQUES OR Washer Dryer FOR SAFETY PRECAUTIONS IN CONNECTION WITH THE FWG60611 TW2632 TW2632 TW3046 TW3046 WORK. THE ARCHITECT IS NOT RESPONSIBLE FOR EXIST. ACTS, ERRORS OR OMISSIONS OF THE CONTRACTOR, (701, ITS SUBCONTRACTORS OR THEIR AGENTS OR Exis t, 61k 5TEP5 TO EMPLOYEES OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. BASEMENT r Bedroom 1 ®>� z �r ak�a$t ° I I ° LIGHT GALL. \ 8% OF TOTAL .50.FTG. � x ROOM AREA = 12160.FEET - EXISTING G 11R[DR _ I \71T 121 X 25 : 9.686 50.FT.ALLOW. 0 EXISTING 3"X5" BEAM W/%"5%. PLATE = 8'-(d" - ' 3'-6" X 26 SQ.FT.PROVIDED = C T T " O.C. STAGGERED VENTILATION GALL. �- - - - 4�_0�� �� `t 3�a" PLYWOOD 4% OF TOTAL RM.SQ.FTG. j� 6 POURED GONG. `r ROOM AREA = 121 5Q.FEET 11'-a" CE I L INCA HT r - - - - WALL ON 12"X6" ON NEW 2"XS" FLR 121 X.04 = 48 SQ FT.ALLOW. JOBTS _ 13 50.FT.PROVIDED � — P.C. FOOTING F O QJ 6 - \ I I +sem 26X68 L �I] L -1Bedroom NEW 5TEP5 TO 2 Ln -4 _ LIGHT CAALC. a. � 1 '-11" � 16T FLOOR 8 OF TO Roo R = 08 rz 108 X 108 = 8b 5Q.FT.ALLOW. ° 26 SQ.FT.PROVIDEDVENTILATION GALG. z �' X 4% OF TOTAL RM.SQ.FTG. 61 --ten p PROPOSEDI 3518" METAL w N N N n STUDS 9 16 O.C. - 0 ROOM AREA = 108 SQ.FEET X Q z 108 X 04 = 43 5Q.FT.ALLOW. �p R-14 SPRAY CL05ED CELL S M m 13 SQ.FT.PROVIDED O WINDOW WELL 8310.2 "' INSULATION (2") 5a N001 LADDER 4 STEPS 8310.2.1 filL �R WINDOW WELLS WITH A VERTICAL DEPTH X GREATER THAN 44" SHALL BE EQUIPPED WITH TW2632 N 2"A"TREATED FLR2IIX811 TREATED L OC R S AM PERMANENTLY AFFIXED LADDER OR STEPS JOIST 16 uO USABLE WITH THE WINDOW IN THE FULL OPEN BOLTED TO STRUCTURE 1211 O.C. POSITION. RUNGS SHALL HAVE AN INSIDE WIDTH X 1 (3)2"X12"TREATED OF AT LEAST 12" AND SHALL PROJECT AT LEAST a N N 3 FROM THE WALL AND SHALL BE SPACED NOT m I GIRDER MORE THAN IS" O.G. VERTICALLY FOR THE FULL HEIGHT OF THE WINDOW WELL (2)2"X1211HDR " -- -- i N 6 - LIGHT GALL. 2 Exist. Basenment 8% OF TOTAL RM.SQ.FTG. A-2 SCALE: 1/4'=1'-0• ROOM AREA = 108150.FEET 108 X.08 : 8.6 SQ.FT.ALLOW. 6l 26 50.FT.PROVIDED VENTILATION GALC. 4% OF TOTAL W.6a FTG. � ROOM AREA = 108 SQ.FEET 106 X.04 = 43 5Q.FT.ALLOW. 13 SQ.FT.PROVIDED (2)2"X12"H1)R 1 Pro 7$t Floor TW30 6 TW3m46 Prop. A-2 SCALE: 1/4"=1'-0' MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS (REFER TO TABLE R301.5 OF THE 2020 Residential Code of NY State) ROOF CONSTRUCTION STRAPPING INSTRUCTIONS EXISTING ROOF ER USE LIVE LOAD DEAD LOAD WITH NEW INSULATION I. All :strapping To Be 1-1/4" Wide 20 Ca. Steel or UNINHABITABLE ATTICS WITHOUT STORAGE 10 psf 10 psf FUR RAFTERS AS REQUIRED 'Simpson' Equivalent G520 (coiled strap) Except Roof Rafter to Stud Connection, Use 'Simpson' H2 UNINHABITABLE ATTICS WITH STOTAGE 20 psf 10 psf _ Connection or Equivalent. HABITABLE ATTICS d ATTICS W/ FIXED STAIRS 30 psf 10 psf BALCONIES (EXTERIOR) AND DECKS 40 psf 10 sf 2. Install All Strapping Prior to Sheathing, Consult with p p -- — ------- - -- - ------ _ - Local Authority For Strap Inspection if Required. FIRE ESCAPES 40 psf 10 psf __ -- - -- ---------- - ----- --=--- 5. Install Strapping For All New Construction a GUARDS AND HANDRAILS 200 lbs --- Any Existing Exterior Noll / Roof Replacement. -- — ---------- ---------... ---_--_—-._.._.__.._-- - — ---------- - ---------- GUARDS IN-FILL COMPONENTS 50 lbs 4. Install Strapping for Each Stud Per Floor 4 One PASSENGER VEHICLE GARAGES 50 psf as per plan — __.___— REVISION / MARK DATE For Each Rafter as Shown on the Detail. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf 5. Install the Hold-Down Connections At Each Building 4520 New Suffolk Rd Corner. S _ LEEPING ROOMS 30 psf 10 psf - -_- - 4 Solid Framed Gorners are Required as Shown STAIRS 40 psf 10 psf — _..___ 1„ New Suffolk, New York On Detail. 10 sf for -- - ROOF LOADING ALIVE = GROUND SNOW LOAD p attic ADJUSTMENTS AS PER TABLE 8301.5 OF THE 30 psf 15 psf for --- 1"i S O race a 1rleS it Continuous Sheathing RESIDENTIAL CODE OF NEW PORK STAE) cath • DRAWING TITLE: Each'end of a braced wall lfnewith continuous sheathing skull have one of the cohditions.shown In Figure 8602.161. SECTION R310 _ Floor Plans (2020 Residential Code of NY State) ar�,CMUNE EMERGENCY ESCAPE AND RESCUE OPENINGS 8310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOM, AN EMERGENCY PropFront Elevation SEAL FILE N0. ESCAPE AND RESCUE OPENING SHALL BE REQUIRED IN EACH SLEEPING 3 E ROOM. EMERGENCY ESCAPE AND RESCUE OPENING=S SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT Of TO A-2 SCALE: 1/4"=1'-0• REnJRN ° A PUBLIC WAY. NEW ASPHALT ROOF ® q,pq wxiirvoaa�xtPAWL Drom QVd81tLPltELAT A (`l, 3S IN001ABR�E4WAiLLOW 00 or 13 �o ww"L 8310.1.1 OPERATIONAL CONSTRAINTS AND OPENINGS CONTROL DEVICES. SHINGLES over 30 eQ� VIi PAGE NO: ex�tcc rorrro►i� MaoM z ]EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL BUILDING FELT atop 2 OF 2 FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR 1/2" PLYWOOD I � acx�cwsH��s»Ey_. _ SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES .xSWATHED SHEATHING BRACED WALL LIM COMPLYING WITH ASTM F 2090 SHALL BE PERMITTED FOR USE ON q � WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE PROPOSED RAFTERS NEW 2"x10" ROOF � OPENINGS. RAFTERS m Vo" c.a. 83102 EMERGENCY ESCAPE AND RESCUE OPENINGS. �2911A IIID➢ EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE MINIMUM 0 0 (2) 2" X 4" TOP PLATE INSULATION / DIMENSIONS AS SPECIFIED IN THIS SECTION. 0 BAFFLE t%z�rt�r R3102.1 MINIMUM OPI=NING AREA. 4a r uMswnce°wAaiaa Pnaa I EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL A NET CLEAR NEW GUTTER G520 STRAPPING BY: ARCHI xnx AND LEADERS 'SIMPSON STRONG TIE' ATEbDO�'BM'ACEIS wM.ti • +r •-- �tx1E1 OPENING OF NOT LESS THAN 5.l SQUARE FEET. THE NET CLEAR OPENING o � M a rtI � A. Passes me C 3 EMCOMMON4 DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE OR APPROVED EQUAL � "' NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING BRACED WAL LINE R' 3tRElALN7S "" FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS NEW 1"x8" ---_-- ` urnRetparlot THAN 24" INCHES AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 WOOD FASCIA c 0c woad sow INCHES. o 3r for braced"'d Fnaa shoaftd"'M EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS NEW HEADER Lic. NY,NJ,CT,PA,VA,M D,DE,KT,VVV,I L,NV,I N SHALL HAVE A NET CLEAR OPENINGS OF NOT LESS THAN 5 0 Distance M. 2t`�braced"*wsdwa"vodttt wSQUARE FEET. 0 NEW 2" CONTINUOUS '.v0aaa 831022 WINDOW SILL HEIGHT VENTED VINYL 3Y&x brood wei(Ines d h �rssal WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND SOFFIT ftcapacWjloveadloft ofRESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE 51MPS0N H2A • Architecture VML PANEL �bevk � l��® THAN 44 INCHES ABOVE THE FLOOR, WHERE THE SILL HEIGHT IS BELOW GRADE, IT SHALL BE PROVIDED WITH A WINDOW WELL IN /� Planning ACCORDANCE WITH SECTION 831023. 4 /yLT,/HURR/CAIt�E STRAP DETAIL 5 SOFFIT ®E7"AIL • Interior Design A 178 Bayview Ave., Northport, New York 11768 A-2 SCALE: NO SCALE A-2 SCALE: NO SCALE Phone: (631) 747-1114 Fax (631)532-1315 E-Mail: martyp@jmparchitects.com