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HomeMy WebLinkAbout49156-Z D�OS�FFO(�Gt. Town of Southold 4/11/2024 P.O.Box 1179 0 53095 Main Rd oy�l Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45118 Date: 4/11/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 20692 Route 25,Mattituck SCTM#: 473889 Sec/Block/Lot: 108.-3-8.8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/3/2023 pursuant to which Building Permit No. 49156 dated 4/24/2023 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: additions and alterations, including covered porch,.to existing single family dwelling with unfinished basement as applied for. The certificate is issued to Kirby,Timothy&Chelsey of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49156 8/4/2024 PLUMBERS CERTIFICATION DATED 4/5/2024 Act Ninbing. o 'ze nature °�asuFEoc c TOWN OF SOUTHOLD a �Gy BUILDING DEPARTMENT cox" TOWN CLERK'S OFFICE "o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF'THE WORK AUTHORIZED) Permit#: 49156 Date: 4/24/2023 Permission is hereby granted to: Kirby, Timothy 245 E 72nd St 15A New York, NY 10021 To: Construct additions and alterations to an existing single family dwelling as applied for. At premises located at: 20692 Route 25, Mattituck SCTM #473889 Sec/Block/Lot# 108.-3-8.8 Pursuant to application dated 3/6/2023 and approved by the Building Inspector. To expire on 10/2312024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,262.40 CO-ALTERATION TO DWELLING $50.00 Total:, $1,312.40 Building Inspector Of SOUjyo Town Hall Armex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin@town.southold.ny.us Southold,NY 11971-0959 OOUNV BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Timothy Kirby Address: 20692 Route 25 city:Mattituck st: NY zip: 11952 Building Permit#: 49156 Section: 108 Block: 3 Lot: 8.8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Blue Topaz Electric License No: 48305ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 65 Ceiling Fixtures 26 Bath Exhaust Fan 6 Service 3 ph Hot Water GFCI Recpt 16 Wall Fixtures Smoke Detectors 5 Main Panel 200A A/C Condenser 4 Single Recpt Recessed Fixtures 95 CO Detectors Sub Panel 60A A/C Blower 4 Range Recpt 40A Ceiling Fan Combo Smoke/CO 5 Transfer Switch UC Lights $' Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect Switches 72 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, DW, Hood, Oven, Micro, W/D(2), (9) 15A ARC,(1) 20A ARC, (9) 20A Dual (1) 220GFI Breaker, 200A Panel 40 Circuit/40 Used, 60A Sub 20 Circuit/ 16 Used Notes: Two Story w/ Unfinished Basement Inspector Signature: Date: April 8, 2024 S. Devlin-Cert Electrical Compliance Form v APR 2024 ,4"IN.5 Town Hall Annex ho ne(631)765-1802 54375 Main Road 1 V77MT B ,cl� P. O.Box 1179 co Southold, NY 11971-0959 1 W *k-. ter- BUILDINGDEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 17f 0 Building Permit No. Ll Owner: (Please print Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this day of 20 Notary Public, AS-w) County 'GIL FRANCO NOT;,; _IC.STATE OF NEW YORK F-,c, ,,aaon No.01 FR6352470 Qualified in Nassau County Co—niss:— Expires 12/27/24 .......... Of SOpT�°� # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL 'I � '- ff� REMARKS. sG Gt,L- 4 �J'1 a Ic . DATE ���' a INSPECTOR y , TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm,� 631-765-1802 IINNSPECTION [ UNDATI 1ST [ ] ROUGH PLBG. U 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ENTAL REMARKS: DATE I Y INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ �AOUNDATION 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: ol / �1 � S v_` 4 _ ` l cow- c_ � o r tnS A'h ti• `fi t DATE INSPECTOR j OF SOl/TyOlo # * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION . [ ] PRE C/O [ ] RENTAL REMARKS: �� ✓�v � � r DATE INSPECTOR OF SOUIyo� f # TOWN OF SOUTHOLD BUILDING DEPT. `ycouem��` 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: tz a DATE INSPECTOR SO�Th°� # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPEC . ION [ ] FOUNDATION 1ST ] UGH 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: rN I Vic& Q (rio 94mm./�av . wN AM-L� l DATE YJ Y INSPECTOR ho�aOF 50Ulyolo * # TOWN OF SOUTHOLD BUILDING DEPT. °ycou 631-765-1802 INSPECTION FOUNDATION 1ST [�OUGH PLBG. AAr--� [ ] 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: nn I DATE INSPECTOR how%pF SOUTyO� * # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE nC,/O [ ] RENTAL REMARKS: 1 Moe. n),60 bi-", (/;w 6&mz o�w ✓�v (C R,AkW,) 14A �1-4 CA _ nc l —w�c��vv►v - t CaA4 �W, . S Pry✓'�D 1/S 41✓ OA,x PA-Klll � DATE �J I INSPECTOR u 61 tll 5f SOUIyO L�q Is l �l✓� # # TOWN OF SOUTHOLD BUILDING DEPT. coo 631-765-1802 [NSPECTION [ ] 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: 7ti6� GN 1:2 WS -Hl" BAa aj x2vM;g 0) .14 DATE INSPECTOR FOUNDATION (ISTROUGH FRAMING& FOUNDATION (2ND) I � PLUMBING AVOW traw,I I INSULATION PER N.Y. I�.�a�ll�i/%L'!7ii�Itf//1J►j•����r,(� ► >' ADDITIONAL V N I I"W �.. s, • ' �1 • ;q ufFai �o TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town.Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-095 .o Telephone(631) 765-1802 Fax(631)765-95021s://w��,w.southo townnv.ao Date Received APPLICATION FOR BUILDING PERMIT I II LD For Office Use Only L (U7 I� \V/ I� PERMIT NO. C S lD Building Inspector: MAR u 3 2023 s;must be:fil;4:shia ir,eritirety:_Incomolete 93191LL�1NV D�l'� Applications and-form TOWN OFSOUTHOLD applications will not be:acceoted: pplicant is not the owner,an owner's Au#horiaation form(Pagompleted: Date:�-eb t v30,G OWNER(S):OFPROPER Name: SCTM#1000- 1 0% -- �3 fl.o g b o o g Project Address: '�� ( �,r'� % • U W�\ \ e Phone#: 6\1 � �`3�3 .� � Email -�•� v r Co�1 Mailing Address: Name: Mailing Address: J`k _ o�kA -s _ EmaiPhone#: ,t�! -,�ori� DESIGN:PROFESSIONAUINFORMATION: ... Name: '' Mailing Address: "�p kA'\ Phone#: � � —. 5 �� Email: �e33.� Ak �o�S :l�A h1 �t0, Coinq rCONTRACTORINF.ORMATlO Name: Mailing Address:, • SovO Phone#:���— 'y� -- �� t Email: DESCRIPTIONOF RROPOSEDCONSTRUCTION;` ; ❑New Structure ❑Addition OAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? )9Yes 0No Will excess fill be removed from premises? ❑Yes VI No PROPERTY INFORMATI Existing use of property: Intended use of property:R eg Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes%No IF YES, PROVIDE A COPY. Clack_Box:�4ftep teadin /contractor/de3tgn professional,is responsibie for ail"tlrainageand storm t �_ _.. ,. ..Chapter 236 of the Town Code: AP PUCATION:IS_.HER_EBY,MADE.to the.Bull tltngDe artmentfort Or P.. .. he issuance of a Build �• . wa e,issues as dlnanceofthe.Town o£So uthold,Suffolk Courity,New York and '' _� ''"'' " ._....;..:. . :.- pthera licableaaws " :;.:.: �..::,:".::,:� 1ng:Fer m PP- Ordinances or.Regulations;forahe ca` uisu ent:tothetiui(di gZote;;:, additions,alterations.orforremoyalordemol(tionasheieintlescrl — nserueEion:of bulldt bed.The.appltcant agrees.to eomply;with`all applicable=laws;ordinaeces;tiulldiri code `;; 6oustng code and regulations and tMAdmit authorized(nspeetors on premises and in'bulldtn s • -" gO for necessary fnspectionss`.False°3tafements;inade punlshable.as a Class A intsrlell panor pursuant to Section 21045"of the New.York.state:Penal-Caw:; `' Application Submitted By(print name): UV a��ec p Authorized Agent ❑Owner Signature of Applicant: v v _ Date: 2 al STATE OF NEW YORK) SS: COUNTY OF L3W ) Vk' being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the ���� Q 0Q (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 VIRGIL FRANCO day of Fe—b 20 23 NOTARY PUBLIC,STATE OF NEW YORK ReaistrationNo. 01FR6352470 Qua1ifieNdM4gi i6ounty Commission Expires 12/27/24 PROPERTY OWNER AUTHORRA` IO (Where the applicant is not the owner) residing at to w Z Adlw., do hereby authorize �� �' C:, ) c to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date t Print Owner's Name 2 New York State Department of Environmental Conservation Building 40--SUNY, Stony Brook,.New York 11794 ( 516) 751-7900 Thomas C.Joriing Commissioner /N6 —d4 � Date: Re: Dear Based on the information submitted for you,�Iproposal to: Lit ti 5:L.E'-e c pia�/r k-� •/^3r�laC ,3��A6 . Location. �' S /,���,Q- / lc" Tax Map Number : /Ito .&0 Q' the New 'ork State Department of Environmental Conservation has deter ned that: 7T,neparcel/pro0ect is more than 100 ' from regulated freshwater wetl.mnds. Since Lhe freshwater wetlands present are less than 12.4 acres in area and have not been designated by the State as having unusual local importance, they are not currently regulated by NYSDEC. Therefore, no permit is required under the Freshwater Wetlands Act (Article 24 of the Environmental Conservation Law) . PlPasp ^tp that any additional work, or modification to the proiect .as described, may require authorization by this Department. please contact this ofk4ce if such are contemplated. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, Christine J. ' Co topoulos Deputy Regional Permit Administrator ,f,t.�T•.- .r ,z''SUFFO(4, : BUILDING DEPARTMENT- Electricallnspector COGy:.:- TOWN OF SOUTHOLD a Town Hall Annex - 54375 Main Road - PO Box 1179 ; N Southold, New York 11971-0959 Telephone (631) 765-1802 FAX (631) 765-9502 rogerrC�southoldtownnY qov _ seand(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date. I2 Company Name: Qt ve -1—in,eavi r)eod vie Electrician's Name: L �F st-%1�>E I - License No.: q 8 5c s- �"1 F Elec. email: t<p n��x7-P(eC& hipd, C`a k., Elec. Phone No: T16 e� L(p 3 [KH-request an email copy of Certificate of Compliance Elec. Address.: 153c f-C'U 'Dcty/ A-c-e JOB SITE INFORMATION (All Information Required) Name- Address: `ZQ G Z �i h Cross Street: , Y,Q e 1 Phone No.: Bldg.Permit #: L4 Q; i 5� 6 i email. Tax Map District- 1000 Section: 0 Block: Lot: b� . BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly)- 1 i Square Footage: �O0 Circle All That Apply: Is job ready for inspection?: ❑ YESZjW6 ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES �-P4� Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 D H Frame Pole Work done on Service? Y N- Additional Information. PAYMENT DUE WITH APPLICATION g 1Z� vs l PERMIT P Address Switches Outlets GFI's Surface Sconces H H's UC Lts Fans Fridge I HW Exhaust Oven W/D Smokes DW Mini Micro Generator -arbon =ombo Cooktop Transfer �C AH Hood Service Amps, Have Usec ,pedal: :omments 1 44:= I � S k11W1t MAR 1 � 2023 a Scott A. Russo ,NOFS �S� ��� 5T01KMWA\TJE1K SUPERVISOR MIA NA\GIENI]ENT SOUTHOLD TOWN BALL-P.O.Box 1179 O 53095 Main Road-SOUTHOLD,NEWYORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM (APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE 1N AREA OR LARGER. ) APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: � � >< t� p Date: 03 Ggauui et Contact Information: (E7�1ai1 i Telephone Number) Property Address / Location of Construction Site: a 7 %Kw_ns� AZ\�\. S.C.T.M. 1000 District 0 Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT ®- Area of Disturbance is less than I Acre. No S.P.D.E.S.Permit is Required l' XProject does Not Discharge to Waters of the State. No S.P.D.E.S.Permit is Required! ®- Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S.Permit DIRECTLY From N.Y.S. D.E.C.Prior to Issuance of a Building Permit. ® - Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S_Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. Reviewed By: /� � Date: l-/ 3 FARM - CM('P-Tf1C C1rFnhar 9n14 a3 K\1r61/ -- -- - -- -------- ----------- ------ ------------ --------- - - ------ - --- - -- -- --- - - - ---- -- - ® - �� ► l-- ems-- r" ��_ co,.i4 --- ---- -- z - --�- -----Dley - -- ---- - - -- - - --- --- --- - ---- .cry- — --- -- - - 1 --tom --ki- f--g-,Y-C - -- - - - --- -------- - , -- - - - - - 1 - 6- -� 10 - --- --— ----- ------- - - - -- - - -- - - -- -- - car 2 ; � I 5.76'i 9'20 c ta F r i,.S YYti 5 ei'- ' si'i:7, • _a,. .,s.' r a. {'T., � 1:.:^,..2:Sint\_<: .'„r•'!• �Yf?��Yw4G7.�t,� .�_L','::::;} •i�'�:•.�;`°r':.r`.:�. :>,�„r<� �i.�,..�t�;:�j: : F STORY I I r FRAME" � 30;3 u\ .0W etfNC s. Na-206Y2 ), it, I I � G 147.0' LOT `25ASPHALT ZI w ►� DRIVEWAY I h PRIVATE. ROAD Z � V tJRIt'f�'A Y `�� ✓c1.3 74 DIRT & CRAYeC FE'N�t" f£Ncf 1.3'WtST O-Y'WEST �o tz, a z, x w w 50' RIGNr OF WAY KNOWN AS MANOR HILL LARE ! � 4 .� 526,19:20 1354 P.1' g. DIR• cRAVE't DRIVEWAY ' TASEAfENr OVER 18 RICHr OF WA Y N26'19 W"W 1343.08' rFcr •a►ca�rkwr► as za o sc !as rn ap t ruuattv ate �GSCNKr 444 GJV"W FWCW l40 C1owG [11Atll1j/f 4K ALVNC t.44 F�'SrCY t/v ,roar o►rn a-c. dg ccurrno"X .csn Asp rwr GRAPHIC SCAc£ Q#v camcvaac W&M Kam #�r AX alc OKR�W urcuJWs j INCN = SA FEET SM. J70" a.L ar raver �/1.' KAXWr*49X star r_r- r rr ►[ urxm Pvxr m 50 RICXT OF WAY H86,00'cv"sir MAP OF PROPERTY 2O 8S KNOWN AS MANOR HILL LAN£ SITUATED SET h MA rrfrUCK, TOWNOF s0117HOLD Szs•19'20 P,;s41,'17 t SUFFOLK COUNTY, NEW rORK 7AX MAP DESIGNATION 1000-IOB-03--008.008 £ASMENT 0VER 18 RIGNT of VIA RFFTRCNCC IVO.• 20016 CHRISrOPHER fIENN, 1.5 DATE 10120/2020 N26'19'20"Yl 1343.06' �` SURvcr soai1'IONS ¢' cRTiFi r : . r1Mvrvr JAMS nRBy, fOHIv AnroR£w p ' PICKENS KIRBY & SUSAN RIBA z �� • WZLUAN, 7RUSrit•5 OF rHf POA rRusr tlNDER cr�usE' s CONM Iv V1W10 JOHN J KIRPY, .JR.. F1910 KIRRY LAND L11JA �S LAME MKMOTYYY ABSTRACT SERVICES•, INC: 6 HUNTING HILLS DR. TITLE INOWKY S 34619 PIX HILLS, NY 11746 FIRST AWERICAN rfrL£ INSURANCE' CO. X6.T 1) 858-1675 '�- - ='• ? " filCUS FARGO RANI-,N.A. www.tiffecurve .cam (C)COPYRIGHT LEGALIZING EXISTING BONUS ROOM&STAIRS 699 sq ft i - - - - - - - - - - - - - - - - --= — - — - — - — - — - — - — - — - — - — - — EXISTING ! 1 I 91/2"WAL CL• SLOPE UP I 4—GARAGE WALL w f I BELOW IID I ! I r------ ----- _. e I I M 5-1012"- I I -- - - - - - - 11 r- 1I I I EX.3'-o"X4'-l" I j l l I WINDOW I I +—GAB GEE WALL N I 1 1 I I I I LOW I I ,L----------------I--------------- ----------------- 1 I l L-- --------------! } LINE OF EX.EXTERIOR WALL BLOW ui X. EXISTING \ I I I I I ! I —BATH I I I "WALL • I i t SLOPE UP x SLOPE UP I i I I IIw - -.. - - - -- - - - - -- - I-I - - I \ / I " I I W1 R-19 INSULATION \ / I BELOW FINISHED E I I X I I \ / I 1ST FLOOR DN. I I /EX.2X6 STUDS w I I I R-1 INSULATION N \ / I EXISTING I I THE OUTSIDE WALL I I I - ' I MUDROOM I I I•THE ROOF AND EXISTING I I / \ I BELOW FINISHED OUTSIDE WALLS ARE 1ST FLOOR "DN. "DN I I I I SHEATED W/1/2"CDX BONUS ROOM PLYWOOD EXSTING FLAT M I I I t CEILING I I I i I CLG HT.9'-1012" I I I I I EX.2X8 F.J. I EX.2X10 R.R. ,.� ,,, EX.2X10 R.R. I I , , EX.2X8 F.J. „•_ N• ^ � I I I ^ -77 X, 4 112" I I - - - - - -- w _T-1/2" 6'41/2" \ / I EXISTING EXISTING I I I 1 I I „1 GARAGE i LAUNDRY / a IC11I I I F-----�------- I' w will I I ' I TJ 1/2" �1 EXISTINGLb I I M x.2'-6"x6-8" CL. i IIt 7 I ( DOOR 1 I I , : ;, s I, iw {,vn,ae 1 I . i EX.Z-474,.1 EX.2,4„X4.1.,..- I a WINDOW - WINDOW -- - -- - - - - - - - _ I -- -- — — -- - -- — -- -- -- EXISTING CONDITION OF KIRBY RESIDENCE 20692 MAIN ROAD, *- - _ - - - - - - - _ — _ — _ — _— _ — _ — _ — _ — _ — _ — _ - - - - - _ - - - - _ - ' MATTITUCK, NY 11952 ' SCTM#1000-108-03-008.008 EXISTING 1ST& 2ND FLOOR PLANS I>I FOR BONUS ROOM LEGALIZATION 1. 04/122020 SUBMITTED TO LEGALIZE EXISTING' BONUS ROOM J EXISTING FIRST FLOOR PLAN 2 FIRST FLOOR PLAN (BONUS ROOM) • X' SCALE: 1/4" = 1'-0" EX'y SCALE: 1/4" = 1'-0" iF ED ARC, Drawn by LA R HOFFM T� Project No. 222031 Scale: AS NOTED Date: 1O/25122 LL� APR 13 2023 f '9 013763 y0 NE`N f D �`� - - - - - - - - - - - - - - - - SUBJECT PROPERTY 20692 MATTI MAIN ROAD, , NY 11952 SCTM#1000-108-03-008.008 ��QQD \'\ N6� %� �' � a.,«,,, SFr qR yAR / / `�\.. �\•.\ � s�, I I p Ck O ,!' ; / / � `�• , OR�� �.,( ill. / F EX. P.E. EX. IN GROUND -s-; s / POOL Rna , Srx 1 / EX.WOOD / REMOVE PERGOLA DECK -" 592 r)1 / , ,-Aarn ,<� ;' / 5'>' � iw wow^• f,1R/►w+sre+*��or}R}.�w�i«;� eyr .....,iw.'� �w 1�'t 795 sq ft ' / •t i # i -'*nwrw+w�P .' ,Ir*ra sw.a s a k 0 EX. 0 3 16.3 / DRIVEWAY _ za.9' 33.6' ; PROVED AS NOTED , _ � � r �' , NEW / 3 KEY PLAN00f.17240 W71 H ALL CODES Or-ASPHALT/ ASPHALT 164 DORMERS EX.2 STORY I EX' Y'��{.STATE &TOWN COD tr / M GAR. FRAME NOD WELLING 92 ' Sf 1 SCALE: 1" =500' (� � °i ° ` 39.9 DATE. a a- B.P.#�.L� t S AE:0 ! AND CON-ITI''XN!`, ". 34.2' REMOVE FRONT <v - -= __ .� FEE: ' L BY d'4f .......,� :s.,-Yt,r..,...,.... .. co dC/ 34.4' r STOOP&STEPS 3 I a d �" ;11'fiOLD U / NEW STOOP&OPEN PORCH / NOTIFY BUILDING DEPARTMENT AT x's• 452 sq ft / (L�/ / NEW RETAINING WALL 9 sq o _ 765-1802 8 AM TO 4 PM FOR THE to=016DM'~"'"` `""""`""; NEW FRONT STEPS&WALKWAY FOLLOWING INSPECTIONS: 469 sq ft 1. FOUNDATION-TWQ REQUIRED .� • : •.:, FOR POURED CONCRETE / 4 NE N W OIL&STONE ; / 2. ROUGH-FRAMING,PLUMBING, +E 4 DR DRYWELL DRIVEWAY STRAPPING, ELECTRICAL&CAULKING �*� ' '" 'Me 5 735 sq ft 3. INSULATION i REMOVE PORTION NEW BELGIUM SLO / ' OF EX.DRIVEWAY AT EACH SIDE OF RF / 4. FINAL CONSTRUCTION&ELECTRICAL CL.ECTrZICAL 2,348 sq ft DRIVEWAY Q- S, / SFr o cy/ MUST BE COMPLETE FOR C.O. o MSPECTION RE-&?'Jr=-D ,Ck�RD ; N ALL CONSTRUCTION SHALL MEET THE �� / 1:0�� ,�"/ REQUIREMENTS OF THE CODES OF NEW O YORK STATE. NOT RESPONSIBLE FOR 'LVa"E(EE ;'<%ERT1 �CaT� i, /CO Of! LEAD CONTENT DEE=onc- r; N .\ / �N DESIGN OR CONSTRUCTION ERRORS. CERTIPI LATE,OF 0CCUPt�NCY Z DRYWELL pYK CONSTRUCTION / O�j�O A ' / �®�ti"E /w r w ACCESS GATE / \ \ (C��(6 I� �� \r�\ / , - ��r^ d ) ` � - AT�� l =�. t a:�SUPATT0 C,HA T �i"" CEED �t� Or' : LEAD. s _ // �•` �w o '�� �.• ` , U RINGr ViCOD7- ALL PL "-EMIG`"TASTE �o2Po Af / N \ `� • •'S � / � ��\ � NEW TRENCH DRAIN ••\ / 2S• / ��0 NEW BELGIUM BLOCK ` CURB&APRON KEY SURVEY S P 1 SCALE: 1" =200' CONSTRUCTION � / ACCESS GATE � � \�• 4040�� "� F , 24"DIAM.WATERTIGHT ? ! CONC.COVER m' ) P. - � � � GRADE / w'c / �/ •\ RO ° MIN.PITCH 118"PER FT. HIGH AM.X 1'-0" O io FLOW IN 1, INV.ELEV. 6"DIAM.PIPE BTW ` /' \ \ \• PLAN(TYP.)PER ' / O� / v / MIRIFI FILTER /` CV FABRIC(TYR) o� ,' D.a SOLID SECTIONS AS NECESSARY � PRECAST 4,000 P.S.I. / /co / wo FOR SOIL CONDITION CONC.SOLID RING n_�\ (TOP RING) r ( / 1 Q 3'-0"CLEAN BANKRUN PROPOSED SITE PLAN COLLAR ALL AROUND- ; 0❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 3'0 REMOVE ALL NON- / (� �• �� / S P' SCALE: 1" =40' ❑ ❑ ❑ ❑ RATABLE I, I O ❑ ❑ ❑0 1 APR 13 2023 0❑ El I-] ❑0 MATERIAL(TYP.) 6 rll� �I-rr.l�• r �y . c 4 ❑ ❑ ❑ ❑ PRECAST 4,000 RS-L C r ■ t 1 Q ^ / 000 ❑ ❑ ❑ I—] CONC.STORM ` b / 0❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑0 DRAIN RING(TYP.) ■ ■ . 0❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑0 / SITE DATA ZONING : AGRICULTURAL CONSERVATION AC SCTM#1000-108-03-008.008 WOVEN WIRE FENCE PROPOSED ALTERATIONS LOT AREA:5.1654 ACRES(225,000SF) .. DIAM' KIRBY RESIDENCE z BOTTUM OF DRYWELL (MIN.14 GAUGE ALLOWABLE LOT AREA COVERAGE: 20% h AS NOTED MUST SIT ON GROUND W/MAX.6"MESH EXISTING LOT AREA COVERAGE 7wxcmc SPACIN > 20692 MAIN ROAD, / (INCLUDING SHARED GRAVEL DRIVEWAY ): 143° GROUNDWATER ' MATTITUCK, NY 11952 PROPOSED LOT AREA COVERAGE: 2 16.2.% 36"MIN.LENGTH FENCE POSTS DRIVEN NTOGROUND IN.16 ' SCTM#1000-108-03-008.008 SITE PLAN LEGEND77- I DETAIL of DRYWELL - SLAB TOP (DW} HEIGHT OF FILTER PROP. SITE PLAN, KEY PLAN, SILT EXISTING SURFACE IMPROVEMENT NOT TO SCALE ' =16"MIN. FENCE & DRAINAGE DETAILS PROPOSED SITE IMPROVEMENT O� EX.SITE REMOVED IMPROVEMENT TO BE ��, O W W GENERAL SILT FENCE&6-HIGH CHAIN LINK STORM DRAINAGE REQUIREMENTS PERSPECTIVE VIEW GENERAL NOTE: / PROPOSED SITE PLAN IS BASED ON THE SURVEY 36"MIN.FENCE POST 1. 02/21/2023 FILE TO BUILDING DEPT.—� BY CHRIS HENN,SURVEY SOLUTION ON OCTOBER DRYWELL)'A&B" WOVEN WIRE FENCE(MIN.14 Q 2. 04/12/2023 DOB RESUBMISSION PER COMMENTS 20th,2020.COPIES OF THE ORIGINAL SURVEY 2 1/2 GAUGE W/MAX.6"MESH Iti APPLICATION.ATTACHED ( THE BUILDING PERMIT 5 735 s ft EW OIL&STONE DRIVEWAY 452 s ft NEW STOOP &OPEN SPACING)WITH FILTER CLOTH 3 EXISTING SANITARY SYSTEM TO REMAIN. FLOW ? 4 s ft NEW STEPS &WALKWAYS & 9 Sq ft RETAINING WALL: *.,,---_UNDISTURBED GROUND • COMPACTED SOIL 6,665 S.F. 2/12 = 1,110.8 C. REQ. TO BE RETAINED ( �� � F. EMBED FILTER CLOTH i A MIN.OF 6"IN GROUND, r^ TOTAL ONSITE DRAINAGE REQUIRED 1,110.8 C.F. SECTION VIEW SSgDS / / TOTAL ONSITE DRAINAGE PROVIDED 1,368.5 C.F. 2 CONSTRUCTION SPECIFICATIONS 0 1 , ' DRYWELL"A & B" .SIZE: 1.WOVEN WIRE FENCE TO BE FASTENED SECURELYTO FENCE POSTS WITH WIRE TIES 06' / / OR STAPLES.POSTS SHALL BE STEEL EITHER 7'OR"U"TYPE OR HARDWOOD. awn by LA (1)24" DIAM. "H. EXTENSION PIP 24"'DIAM. CONC. C 2.FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES R HOF�S��RED pp Project No. 222031 TO SPACED EVERY 24"AT TOP AND MID SECTION.FENCE SHALL BE WOVEN WIRE, �� J 2S. 0'-0 IA . 2 6' MAXIMUM MESH OPENING. !V 9,L O Scale: AS NOTED / / "DRYWEL A": 3 DRAIN RING 10'-0"DIAM.X 4'-0"H. = 821.1 C.F. 78 / ( ) � Date: 10/25/22 19,69 Q� 3.WHENTWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- � . O5 "DRYWEL B": (2) DRAIN RING 10'-0"DIAM.X 4'-0" H. =547.4 C.F. LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER FILTER N 130„� / /' MIRAFI 100K STABILINKAT140N,OR APPROVED EQUIVALENT. TOTAL VOLUME RETAINED= 1,368.5 C.F. ' 4.PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENCE,OR APPROVED EQUIVALENT. N �. 10000e NOTE: 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 013763 O� "BULGES"DEVELOP IN THE SILT FENCE. y -STORM DRAINAGE CALCULATION FOR NEW SITE IMPROVEMENT IN BASED ON 2"OF RAIN. ADAPTED FROM DETAILS PROVIDED BY:USDA-NRCS, N�� -NEW DORMERS,OVER EXISTING ROOF SHALL BE CONNECTED TO EXISTING DRYWELLS. NEwvoRK STATE DEPARTMENT OFTRANSPORTATION, SILT FENCE -OVERLAPPED AREAS WERE COUNTED ONCE. NEWYORKSTATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE d CODE COMPLIANCE AND CONSTRUCTION NOTES: 1. WINDOWS AND DOORS PROVIDE EGRESS FROM ALL LIVING SPACES AS REQUIRED BY CODE.ALL SLEEPING ROOMS TO HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE OPENING PER 55. PROVIDE CONTINUOUS RIGID INSULATION PERIMETER INSULATION,MIN.R=10,EXTENDING MIN.24"VERTICAL BELOW GRADEAT FOUNDATION WALLS WHERE SLAB-ON-GRADE FLOOR IS LESS THAN 17'BELOW GRADE SECTION R210.GRADE FLOOR BEDROOMS TO HAVE MINIMUM 5.0 S.F.NET CLEAR OPENING.BEDROOMS ON ALL OTHER FLOORS TO HAVE MINIMUM 5.7 S.F.NET CLEAR OPENING.ALL EGRESS WINDOWS TO GENERAL NOTES: HAVE MINIMUM OPERABLE HEIGHT OF 24"AND OPERABLE WIDTH OF 20".SILL HEIGHT NOT TO EXCEED 44"ABOVE FINISHED FLOOR. (R402.2.10). 56. EXCAVATION:REMOVE ALL VEGETATION,PEAT,ORGANIC TOPSOILS,LOAMY SUBSOILS,TRASH,ROOTS,STUMPS,AND EXISTING FILL FROM THE AREATO BE OCCUPIED BY NEW CONSTRUCTION BEFORE ANY OTHER 1. THESE DRAWINGS HAVE BEEN PREPARED TO CONFORM WITH THE REQUIREMENTS OF THE FOLLOWING 2. SMOKE ALARMS SHALL BE PROVIDED IN EACH SLEEPING ROOM,OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS,AND ON EACH ADDITIONAL STORY OF THE BUILDING OPERATIONS ARE STARTED. CODES: DWELLING,INCLUDING BASEMENTS AND HABITABLE ATTICS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS(R314.3),LOCATED AT OR NEAR THE CEILING.CARBON MONOXIDE ALARMS SHALL BE PROVIDED OUTSIDE OF EACH SEPARATE SLEEPING AREA IV THE IMMEDIATE VICINITY OF THE BEDROOMS(R315.3).COMBINATION SMOKE&CARBON MONOXIDE DETECTORS SHALL BE PERMITTED 57. NO BACKFILL SHALL BE PLACED BEHIND FOUNDATION WALLS UNTIL GRDUND FLOOR SLAB IS IN PLACE AND CONCRETE HAS ATTAINED ITS PROPER STRENGTH OR FOUNDATION WALL IS PROPERLY BRACED. -2020 BUILDING CODE OF NEW YORK STATE(NYSBC) (R315.4).ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE CODE AND APPLICABLE PROVISIONS OF NFPA 72. -2020 RESIDENTIAL CODE OF NEW YORK STATE(NYSRC) 58. ALL BACKFILL NEEDED TO ESTABLISH FINAL GRADES SHALL CONSIST 0=CONTROLLED FILL INSIDE OF BUILDING AREAS AND SELECT FILL OUTSIDE OF BUILDING AREAS.ALL BACKFILL SHALL BE COMPACTED TO 98%OF -2020 EXISTING BUILDING CODE OF NEW YORK STATE(NYSEBC) 3. FOR PROTECTION AGAINST DECAY PROVIDE PRESSURE PRESERVATIVELY TREATED WOOD AT THE FOLLOWING LOCATIONS:WOOD JOISTS WITHIN 18"AND WOOD GIRDERS WITHIN 17'OF EXPOSED MAXIMUM DRY DENSITY AS PER C26-1103.5.BACKFILL SHALL BE PLACED AND COMPACTED IN MAXIMUM SIX-INCH LIFTS TO ACHIEVE 98%STANDARD PROCTOR DENSITY COMPACTION. ( ) GROUND IN CRAWL SPACES;ALL BLOCKING,SILLS,AND PLATES ON CONTACT WITH MASONRY OR CONCRETE;POSTS,POLES AND COLUMNS EMBEDDED IN CONCRETE IN DIRECT CONTACT WITH THE -2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE NYSECCC -2020 FIRE CODE OF NEW YORK STATE(NYSPC) GROUND OR EXPOSED TO THE WEATHER;AND AS REQ'D BY CODE SECTION R317.ANY LUMBER OR WOOD REQUIRED TO BE PRESSURE PRESERVATIVELY TREATED SHALL BEAR THE QUALITY MARK OF AN 59. ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL.PROTECT FOOTING SUBGRADES FROM DISTURBANCE DUE TO CONSTRUCTION ACTIVITIES AND GROUND OR SURFACE WATER.PRECAUTIONS TO INCLUDE -2020 PLUMBING CODE OF NEW YORK STATE(NYSPC) APPROVED INSPECTION AGENCY COMPLYING WITH THE REQUIREMENTS OF THE AMERICAN LUMBER STANDARDS COMMITTEE TREATED WOOD PROGRAM. BUT NOT BE LIMITED TO PERFORMING FINAL EXCAVATION WITH SMOOTH EDGE BUCKETS OR BY HAND. ( ) -2020 MECHANICAL CODE OF NEW YORK STATE NYSMC -2020 FUEL GAS CODE OF NEW YORK STATE(NYSFGC) 4. PROVIDE TERMITE SHIELDS FOR PROTECTION AGAINST TERMITES(R318.1). 60. ALL REINFORCING STEEL SHALL BE HIGH STRENGTH NEW BILLET STEEL CONFORMING TO ASTM A615 GRADE 60. ALL BAR DETAILING AND ACCESSORIES TO BE FURNISHED SHALL CONFORM TO TYPICAL DETAILS IN THE -2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE(NYSPMC) LATEST ACI STANDARD 315 DETAILING MANUAL,EXCEPTAS OTHERWISE SHOWN OR NOTED. -2017 AF&PAWOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFCM) 5. APPROVED NUMBERS OF ADDRESS SHALL BE PROVIDED FOR ALL NEW BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY 61. ALL REINFORCING STEEL SHALL HAVE MINIMUM CONCRETE COVER AS FOLLOWS:1.10 AT FORMED CONCRETE NOT EXPOSED TO THE WEATHER,1"FOR TOP REINFORCEMENTAT SLABS,7'AT FORMED CONCRETE -2020 NFPA70:NATIONAL ELECTRIC CODE(NEC) EXPOSED TO WEATHER OR GROUND,3"AT UNFORMED CONCRETE EXPOSED TO WEATHER OR GROUND. 2. THE CONTRACTOR IS RESPONSIBLE FOR:DIMENSIONS WHICH SHALL BE CONFIRMED AND CORRELATED 6. CONCRETE AND MASONRY FOUNDATION WALLS SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS A MINIMUM OF 4"WHERE MASONRY VENEER IS USED AND A 62.ALL REINFORCING BARS SHALL BE SECURELY HELD IN PROPER POSITION WHILE POURING CONCRETE.ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS,FOUNDATION WALLS,SLABS,AND OTHER AT THE JOB SITE,FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION,COORDINATION OF HIS WORK WITH THAT OF ALL OTHER TRADES,AND THE SATISFACTORY PERFORMANCE OF HIS WORK THE MINIMUM OF 6"ELSEWHERE(R404.1.6). CONCRETE SHALL BE LAP SPLICED,WHERE NECESSARY OR DESIRABLE,BY WIRING TOGETHER IN CONTACT.LENGTH OF ALL LAPS SHALL BE AS SPECIFIED IN ACl 315-83. CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES BETWEEN THE 7. EXTERIOR FOUNDATION WALL SHALL BE WATERPROOFED WITH A MEMBRANE EXTENDING FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE(R406.2). 63. ALL CONCRETE MEMBERS, UNLESS OTHERWISE,SHOWN SHALL HAVE THE MINIMUM AMOUNT OF REINFORCING AS PER AC1 318-83. DRAWINGS,SPECIFICATION,AND FIELD CONDITIONS,AND OBTAIN CLARIFICATION FROM THE ARCHITECT BEFORE COMMENCING ANY WORK, 8. ALL SURFACES OF STEEL COLUMNS SHALL BE GIVEN A SHOP-COAT OF RUST-INHIBITIVE PAINT, EXCEPT FOR CORROSION-RESISTANT STEEL AND STEEL TREATED WITH COATINGS TO PROVIDE CORROSION 64. ALL CONCRETE SLABS SHALL BE FLOAT FINISHED AND,AFTER THE MOISTURE FILM OR SHEEN HAS DISAPPEARED AND THE CONCRETE HAS HARDENED SUFFICIENTLY TO PREVENT WATER AND FINE MATERIALS FROM RESISTANCE(R407.2). BEING WORKED TO THE SURFACE,SHALL BE STEEL TROWELED UNTIL THE SURFACE IS SMOOTH,EVEN,AND FREE OF MARKS AND RIPPLES. 3.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. 9. ALL CRAWL SPACES SHALL BE PROVIDED WITH VENTILATION OPENINGS THROUGH FOUNDATION WALLS,MIN.1 S.F.FOR EACH 150 S.F.OF UNDER-FLOOR AREA,WITH ONE OPENING WITHIN 3-FEET OF EACH 4. THESE DRAWINGSAND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER THE DIRECTION OF THE RE CORNER OF THE SPACE(R408.1). AS AN EXCEPTION,VENTILATION OPENINGS WITH MIN.1 S.F.FOR EACH 1,500 S.F.OF UNDER-FLOOR AREA MAY BE USED IF THE GROUND SURFACE IS COVERED BY A CLASS 1 UPLIFT CONNECTORS: ACONTI LOAD PATH SHALL BE PROVIDED TO TRANSMITTHE UPLIFT FORCES FROM THE ROOF RAFTERS TO THE FOUNDATION(R802.11.1).STRENGTH OF TIE-DOWN CONNECTIONS TO UNDERSIGNED AND TO THE BEST OF HIS KNOWLEDGE,INFORMATION,AND BELIEF MEET THE VAPOR RETARDER MATERIAL.PROVIDE ACCESS OPENING MIN.18"WIDE X 24"HIGH TO UNDER-FLOOR CRAWL SPACE AREA(R408.4).PROVIDE ACCESS PANELS FROM FINISHED SPACE,WEATHER-STRIPPED RESIST WIND UPLIFT FORCES SHALLL B BE E IN N ACCORDANCE WITH TABLE R80211. REQUIREMENTS 2020 NYSECCC. AND INSULATED PER THE IECC. 66. ALL WOOD CONSTRUCTION CONNECTORS,INCLUDING THOSE DESIGNED TO RESIST WIND UPLIFT FORCES,SHALL BE GALVANIZED METAL MANUFACTURED BY SIMPSON OR USP.ALL SPECIFIED FASTENERS SHALL BE 5. ALL WORKMANSHIP AND CONSTRUCTION MATERIALS WILL BE OF GOOD QUALITY,FREE FROM FAULTS WA AN PARTITIONS AT THE CEILING AND FLOOR LEVELS AT ALL INTERCONNECTIONS BETWEEN INSTALLED ACCORDINGTO THE MANUFACTURER'S INSTRUCTIONS AND 2001 WFCM.INSTALLALL SPECIFIED CONNECTORS BEFORE LOADING THE CONNECTION.TAKE WOOD SHRINKAGE INTO CONSIDERATION WHEN 10. PROVIDE VERTICAL AND HORIZONTAL SG)AS REQ'D BY REDS CALL CONCEALED SPACES WITHIN WALLS D INSTALLING CONNECTORS.THE EFFECTS OF WOOD SHRINKAGE ARE INCREASED IN MULTIPLE LUMBER CONNECTIONS,SUCH AS FLOOR-TO-FLOOR INSTALLATIONS,AND MAY REQUIRE POST-INSTALLATION TIGHTENING. AND DEFECTS AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND MANUFACTURER'S CONCEALED VERTICAL AND HORIZONTAL SPACES,CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE STAIR,AND AT OPENINGS AROUND VENTS,PIPES,AND DUCTS AT SPECIFICATIONS. CEILING AND FLOOR LEVEL,TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. 67. CUTTING,DRILLING AND NOTCHING OF STRUCTURAL FLOOR MEMBERS TO BE IN COMPLIANCE WITH SECTION R502.8. DRILLING AND NOTCHING OF STUDS TO BE IN COMPLIANCE WITH SECTION R602.6. 6. IT IS INTENDED THAT THESE DRAWINGS AND SPECIFICATIONS INCLUDE EVERYTHING NECESSARY TO 11. PROVIDE MIN. 1/2"GYPSUM BOARD TO UNDERSIDE OF FLOOR ASSEMBLIES USING DIMENSIONAL LUMBER OR STRUCTURAL COMPOSITE LUMBER LESS THAN 2"X 10'NOMINAL DIMENSION,OVER MIN.80 TIONS WITH BEARING PARTITIONS(R602.3.2).END JOINTS IN TOP PLATES SHALL 68. WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND INTERSECTIONS PERFORM THE ENTIRE WORK PROPERLY.EVERY ITEM NECESSARILY REQUIRED MAY NOT BE SPECIFICALLY S.F.UNFINISHED STORAGE SPACES(R302.13),INCLUDING UNFINISHED BASEMENTS.FIRE PROTECTED FLOOR JOISTS MAY BE SUBSTITUTED IN LIEU OF ATTACHING PROTECTIVE GYPSUM BOARD. BE OFFSET NOT LESS THAN 24".PLATES SHALL NOT BE LESS THAN 7'NOMIVALTHICKNESS AND HAVE AWIDTH NOT LESS THAN THE WIDTH OF THE STUDS. OMISSION OF THE TOP PLATE IS PERMITTED OVER HEADERS MENTIONED OR SHOWN.UNLESS EXPRESSLY STATED OTHERWISE,ALL SYSTEMS AND EQUIPMENT SHALL BE COMPLETE AND OPERABLE. 12. ALL GLAZING IN HAZARDOUS LOCATIONS AS DEFINED IN CODE SECTION R308.4 SHALL HAVE TEMPERED SAFETY GLASS,INCLUDING GLAZING IN DOORS,SIDELITES,SHOWER STALLS AND DOORS, WHERE THE HEADERS ARE ADEQUATELY TIED TO ADJACENT WALL SECTIONS IN ACCORDANCE WITH TABLE R602.3.2. BATHTUB ENCLOSURES,AND WHERE GLAZING EXTENDS TO WITHIN 18"OF FINISHED FLOOR OR 36"OF STAIRS/RAMP AND A WALK-THRU HAZARD EXISTS. 69. ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES SUCH AS ATTICS AND CRAWL SPACES SHALL BE WEATHERSTRIPPEDRND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE 7.THE CONTRACTOR SHALL SECURE AND MAINTAIN SUCH INSURANCE POLICIES AS WILL PROTECT 13, FIREPLACE SHALL HAVE GLASS DOORS AS REQUIRED BY ENERGY CODE.PROVIDE SCREENED COMBUSTION AIR OPENING FROM OUTSIDE-INTAKE FROM GARAGE OR BASEMENT NOT PERMITTED SURROUNDING SURFACES(NYSECCC 402.2.4). HIMSELF,HIS SUBCONTRACTORS,AND THE OWNER FROM CLAIMS FOR BODILY INJURIES, DEATH,OR PROPERTY DAMAGE WHICH MAY ARISE FROM THE OPERATIONS UNDER THIS CONTRACT WHETHER WHICH (R1006.2). FACTORY BUILT FIREPLACES SHALL BE LISTED AND LABELED AND INSTALLED IN ACCORDANCE WITH THE CONDITIONS OF THE LISTING. FACTORY-BUILT FIREPLACES SHALL HAVE HEARTH 70. HVAC PIPING&SUPPLY/RETURN DUCTS SHALL BE INSULATED(NYSECC R403.3.1,R403.4&403.5.3).DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED AND COMPLY WITH THE NYSMC OR NYSRC,AS OPERATIONS BE BY THE CONTRACTOR,SUBCONTRACTOR,OR ANYONE EMPLOYED BY THEM DIRECTLY OR EXTENSION DISTINGUISHABLE FROM SURROUNDING FLOOR AREA(R1004.2).HEARTH AT MASONRY FIREPLACES SHALL BE MIN.4"THICK,AND HEARTH EXTENSION MIN.2"THICK(R1001.9). ALL HEARTHS APPLICABLE(NYSECCC R403.3.2). INDIRECTLY.CONTRACTOR SHALL SUBMIT COPIES OF ALL INSURANCE POLICIES,AT THE REQUEST OF THE SHALL EXTEND MINIMUM 16"IN FRONT AND 8"BEYOND EACH SIDE OF THE FIREPLACE OPENING FOR ALL FIREPLACE OPENINGS LESS THAN 6 S.F.,AND 20"IN FRONT AND 12"BEYOND EACH SIDE OF THE OWNER OR AS REQUIRED BY THE BUILDING DEPARTMENT,INCLUDING WORKERS'COMPENSATION, FIREPLACE OPENING FOR ANY FIREPLACE OPENINGS 6 S.F.OR GREATER. (R1001.10)MAINTAIN MINIMUM 6"CLEARANCE FROM FIREPLACE OPENING TO ANY COMBUSTIBLE MATERIALS INCLUDING MANTLE 71. HEATING&COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITHACCA MANUAL S BASED ON BUILDING LOADS CALCULATED IN ACCORDANCE WITH ACCA MANUAL J OR OTHER APPROVED HEATING AND LIABILITY,PROPERTY DAMAGE,ETC. AND TRIM.COMBUSTIBLE MATERIALS WITHIN 12"OF FIREPLACE OPENING SHALL NOT PROJECT MORE THAN 1/8"FOR EACH V DISTANCE FROM SUCH OPENING(R1001.11). COOLING CALCULATION METHODOLOGIES.NEW OR REPLACEMENT HEATING AND COOLING EQUIPMENT SHALL HAVE AN EFFICIENCY RATING EQUAL TO OR GREATER THAN THE MINIMUM REQUIRED BY FEDERAL LAW FOR 14. PROVIDE MIN.7'CLEARANCE(AIR SPACE)BETWEEN CHIMNEY AND COMBUSTIBLE CONSTRUCTION FOR ANY CHIMNEYS LOCATED IN THE INTERIOR OF THE BUILDING OR WITHIN THE EXTERIOR WALL,1" THE GEOGRAPHIC LOCATION WHERE THE EQUIPMENT IS INSTALLED(NYSECC R403.7).SEE MECHANICAL DRAWINGS. 8. BEFORE SUBMITTING A PROPOSAL,ALL CONTRACTORS AND SUBCONTRACTORS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH THE SCOPE OF THE WORK,THE CONSTRAINTS OF THE SITE AND CLEARANCE REQUIRED FOR CHIMNEYS LOCATED COMPLETELY OUTSIDE THE EXTERIOR WALLS OF BUILDING(R1003.18). PROJECT,AND THE DIFFICULTIES THATATTEND ITS EXECUTION.EACH CONTRACTOR AND 72.ALL NEW WINDOWS WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW IS LESS THAN 24"ABOVE FINISHED FLOORAND GREATER THAN 6 FTABOVE THE FINISHED GRADE OR OTHER SURFACE OUTSIDE,SHALL BE SUBCONTRACTOR IS REQUIRED TO THOROUGHLY ACQUAINT HIMSELF WITH ALL JOB CONDITIONS AND 15. LOT SHALL BE GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS,WITH THE GRADE FALLING AWAY FROM THE FOUNDATION WALLA MINIMUM OF 6"IN THE FIRST 10-FEET PROVIDED WITH WINDOW FALL PROTECTION AS PER ONE OF THE FOLLOWING OPTIONS(NYSRC 312.2)A)FULLY OPENED WINDOWS WILL NOT PROVIDE FOR THE PASSAGE OF A4"SPHERE,B)WINDOW FALL PREVENTION DETERMINE METHODS TO OVERCOME ALL DIFFICULTIES. (R401.3). DEVICES PER ASTM F 2090 OR C)WINDOW OPENING CONTROL DEVICES PER ASTM F 2090,THAT CAN BE RELEASED TO PROVIDE FULL OPENING AS REQUIRED FOR EGRESS IN NYSRC SECTION 310. 73.G.C.TO INSTALL(1)LAYER 5/8"TYPE"X"GYP.BD.AT GARAGE SIDE OF WALLS SEPARATING ATTACHED GARAGE FROM DWELLING UNITAND AT UNDERSIDE OF CEILING/FLOOR STRUCTURE SEPARATING ATTACHED 9. THE SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION 16. WOOD SOLE AND SILL PLATES SHALL BE ANCHORED TO THE FOUNDATION WITH ANCHOR BOLTS SPACED A MAXIMUM OF 39"ON CENTER,AND LOCATED WITHIN 12'OF THE END OF EACH PLATE SECTION (WFCM 2018 TABLE 3.2C).ANCHOR BOLTS SHALL BE MIN.5/8"'DIAMETER,USING 3"SQUARE WASHERS(WFCM 2018 SECTION 3.2.2.3)AND EXTENDING MIN.T'INTO OR CONCRETE FOUNDATION,OR 15"'INTO GARAGE FROM DWELLING UNIT,AS PER NYSRC SECTION 302.E HAS BEEN MADE,AND LATER CLAIMS FOR LABOR,EQUIPMENT,SUCH MATERIAL REQUIRED FOR DIFFICULTIES ENCOUNTERED,WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE,WILL NOT MASONRY BLOCK FOUNDATIONS(WFCM 2018 SECTIONS 3.2.1.7&3.2.2.3). 74. AUTOMATIC HEAT DETECTION TO BE INSTALLED IN ATTACHED GARAGE AS PER NYSRC R314.2.3 BE RECOGNIZED. 17. RETAINING WALLS:CONCRETE OR FOUNDATION WALLS SUPPORTING MORE THAN 48"OF UNBALANCED BACKFILL THAT DO NOT HAVE PERMANENT LATERAL SUPPORT AT THE TOP AND BOTTOM REQUIRE 10. THE CONTRACTOR,UPON ACCEPTANCE OF THE DRAWINGS,ASSUMES FULL RESPONSIBILITY FOR THE ENGINEERING DESIGN(R404.1.1). CONSTRUCTION, MATERIALS AND WORKMANSHIP OF THE WORK DESCRIBED THEREIN,AND HE WILL BE 18. ALL CONCRETE SLAB ON GRADE FLOORS SHALL BE MINIMUM 4"THICK WITH MINIMUM 6X6 W1.4/1.4(10/10)WWM,CONFORMING TO ASTM A185,UNLESS OTHERWISE NOTED.PROVIDE VAPOR BARRIER EXPECTED TO COMPLY WITH THE SPIRIT AS WELL AS THE LETTER IN WHICH THEY WERE WRITTEN. BELOW SLAB(R506.2.3),MIN.6 MIL POLYETHYLENE,AT ALL INTERIOR SLABS.CONCRETE AT SLABS ON GRADE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28-DAYS.ALL EARTH 11. THE CONTRACTOR,SUBCONTRACTOR AND OWNER'S SUBCONTRACTORS SHALL APPLY FOR AND SUPPORTED SLABS SHALL BE SUPPORTED ON UNDISTURBED SOIL OR GRANULAR BACKFILL,COMPACTED TO AT LEAST 98%OF MAXIMUM DRY DENSITY BY ASTM D-1557.ALL UNDERLYING STRUCTURAL OR OBTAIN ALL REQUIRED PERMITS,INSPECTIONS,FINALAPPROVALS,AND CERTIFICATES OF APPROVAL FOR OF MAXIMUM SELECT FILL SHALL ALSO BE COMPACTED TO AT LEAST 98 - THEIR RESPECTIVE WORK,INCLUDING BUT NOT LIMITED TO,NEW YORK BOARD OF FIRE UNDERWRITERS, °� CERTIFICATE OF OCCUPANCY,CERTIFICATE OF PLUMBING INSPECTION.THE BUILDING PERMIT SHALL BE 19. DOUBLE ALL JOISTS UNDER PARALLEL BEARING PARTITIONS(502.4), UNLESS OTHERWISE NOTED.DOUBLE ALL JOISTS,RAFTERS,HEADERS,AND TRIMMERS AROUND OPENINGS,UNDER BATHTUBS, OBTAINED AND PAID FOR BY THE OWNER, INCLUDING ANY SUBSEQUENT ADJUSTMENTS TO THAT FEE ON UNDER PARTITIONS RUNNING PARALLEL TO JOISTS. THE BASIS OF ADJUSTMENTS LEVIED BY THE BUILDING DEPARTMENT. 20. MAXIMUM WOOD STUD SPACING AND SIZE AT ALL EXTERIOR WALLS SHALL CONFORM TO TABLE R602.3(5).PROVIDE THREE STUDS AT ALL CORNERS AND PARTITION INTERSECTIONS.PROVIDE DOUBLE 12. ALL"CLEAR"AND"HOLD"DIMENSIONS ARE NOT TO BE VARIED FROM WITHOUT THE APPROVAL OF THE TOP PLATE,OVERLAPPING AT CORNERS AND INTERSECTIONS WITH BEARING PARTITIONS. OFFSET END JOINTS IN TOP PLATE MIN.24".STUDS IN EXTERIOR OR BEARING PARTITION SHALL BE NOTCHED OR ARCHITECT.DO NOT SCALE DRAWINGS.ALL WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. CUT TO A DEPTH NOT EXCEEDING 25-PERCENT OF ITS WIDTH,40-PERCENT OF WIDTH PERMITTED FOR NONBEARING PARTITIONS(R602.6).ANY STUD MAY BE BORED OR DRILLED,HOLE NO GREATER THAN 40-PERCENT OF STUD WIDTH AND AT LEAST 5/£i"FROM EDGE OF STUD. 13. "ALIGN"SHALL MEAN TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. 21. PROVIDE FLASHING AS REQUIRED TO ENSURE WATERTIGHT AND WEATHERPROOF CONSTRUCTION.GALVANIZED METAL OR ALUM.FLASHING AT ROOF AND BUILDING INTERSECTIONS, ROOF 14."TYPICAL"OR"TYP"SHALL MEAN THE SAME OR REPRESENTATIVE FOR SIMILAR CONDITIONS PENETRATIONS, EAVES, ETC.,AND FABRIC FLASHING AT ALL WINDOWS AND EXTERIOR DOORS. THROUGHOUT, UNLESS OTHERWISE NOTED. 22. PROVIDE TWO LAYERS OF UNDERLAYMENT OR SELF-ADHERING BITUMEN ICE BARRIER AT ALL EAVES,EXTENDING FROM THE EDGE OF THE EAVE TO A POINT MINIMUM 24"INSIDE THE EXTERIOR WALL LINE OF THE BUILDING.ON ROOF SLOPES EQUAL TO OR GREATER THAN 8:12,THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36"MEASURED ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING(R905.1.2). 23. ROOF SLOPES FROM 2:12 TO 4:12 REQUIRE TWO LAYERS OF UNDERLAYMENT,AND ROOF SLOPES GREATER THAN 4:12 REQUIRE ONE LAYER OF UNDERLAYMENT,APPLIED IN ACCORDANCE WITH TABLE R905.1.1(2). 24. CLAY OR CONCRETE TILE ROOF SLOPES FROM 2.5:12 TO 4:12 REQUIRE TWO LAYERS OF UNDERLAYMENT,AND ROOF SLOPES GREATER THAN 4:12 REQUIRE ONE LAYER OF UNDERLAYMENT,APPLIED IN ACCORDANCE WITH TABLE R905.1.1(2). ?5. FASTENERS FOR ASPHALT SHINGLE ROOF SHALL BE IN ACCORDANCE WITH R905.2.5,OF SUFFICIENT LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4"INTO THE ROOF SHEATHING(OR THROUGH THE ROOF SHEATHING IF SHEATHING IS LESS THAN 3/4"THICK).ROOF SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER.ASPHALT SHINGLES SHALL MEET THE CLASSIFICATION REQUIREMENTS OF TABLE R905.1.1(2)FOR THE APPROPRIATE ULTIMATE DESIGN WIND SPEED. r 26. PROVIDE CRICKET AT CHIMNEY WHERE THE DIMENSION OF THE CHIMNEY PARALLEL TO THE RIDGELINE IS 30"OR GREATER AND DOES NOT INTERSECT THE RIDGELINE(R100320). 27. SEAL AND CAULK ALL JOINTS BETWEEN DISSIMILAR MATERIALS.COUNTERFLASH AND CAULK ALL WINDOW AND DOOR FRAMES PRIOR TO INSTALLATION,SILICONE-TYPE SEALANT.ACCEPTABLE 4"V.T.R. 4"V.T.R. EXIST. ROOF MANUFACTURERS:DAR PECORA,TREMCO. x ASSEMBLIES AND THEIR JAMBS AND FRAMING AND OTHER SOURCES OF AIR LEAKAGE THROUGH THE BUILDING THERMAL ^`` 28. ALL JOINTS,SEAMS, PENETRATIONS,OPENINGS BETWEEN DOOR AND WINDOWNEW ALTERED HALL NEW ENVELOPE SHALL BE CAULKED,GASKETED,WEATHERSTRIPPED,WRAPPED,OR OTHERWISE SEALED TO LIMIT UNCONTROLLED AIR MOVEMENT. BATHROOM BATH BATHROOM 29. ALL NON-ENGINEERED FLOOR JOISTS,ROOF RAFTERS,CEILING JOISTS,AND HEADERS TO BE DOUG FIR#2 or BETTER(WESTERN WOOD)WITH THE FOLLOWING MINIMUM VALUES: Fb(SINGLE)=825 PSI, Fv=90 PSI, Fc(PERPENDICULAR)=520 PSI,AND E= 1,200,000.MOISTURE CONTENT NOT TO EXCEED 19-PERCENT. T 30. ALL STUDS TO BE DOUG FIR"STUD"GRADE,WITH THE FOLLOWING MINIMUM VALUES:Fb(SINGLE)=650 PSI,Fv=90 PSI,Fc(PERPENDICULAR)=520 PSI,AND E=1,100,000 PSI.MOISTURE CONTENT NOT I 11-1/4" I I z-1rz" TO EXCEED 19-PERCENT. 1-1/2"I 1_vq 2-1/2-1 2-1/2" 11-1/2" LAV I LAV 31. PROVIDE SOLID BLOCKING AS REQUIRED UNDER ALL HEADERS,BEAMS,ETC. I _ LAv _ LAV I WC WC WC WC 32. ALL SHEATHING ON ROOF TO BE EXTERIOR GRADE CDX PLYWOOD 5/8"THICK,AND EXTERIOR WALLS TO BE EXTERIOR GRADE CDX PLYWOOD 112'THICK. TUB S OWER SHOWIf R EXIST.SECOND FLOOR 33. PROVIDE WOOD OR METAL CROSS-BRACING IN LINES 8'-0"O.C.AT CENTER OF ALL SPANS OVER 8'-O"FOR ALL JOIST FRAMING,OR AS PER MANUFACTURER'S INSTRUCTIONS. t2" 1 1/2" 3" 2" 1/2" 3" 11/2" 2"34. WHERE THE ROOF PITCH IS LESS THAN 3:12,STRUCTURAL MEMBERS THAT SUPPORT RAFTERS AND CEILING JOISTS,SUCH AS RIDGE BEAMS,HIPS,AND VALLEYS,SHALL BE DESIGNEDAS BEAMS(R802.3).35. PROVIDE RAFTER TIES(COLLAR TIES)SPACED NOT MORE THAN 4-FEET ON CENTER. C CO 3"CASTIRON36. ALL HIPS AND VALLEYS SHALL BE NOT LESS THAN 7 NOM.THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER(R802.4.3). T IRON 3"CAST IRON C.O. 37. IN COMBUSTIBLE BUILDINGS,PROVIDE ACCESS TO ANY ATTIC SPACE THAT EXCEEDS 30 S.F.AND HAS AVERTICAL HEIGHT OF 30"OR GREATER(R807.1).MIN.22'X30"ROUGH-FRAMED OPENING,LOCATED ALTERED RELOCATED RELOCATED EXIST. NEW EXIST. IN HALLWAY,WITH MINIMUM 30"HEADROOM ABOVE OPENING AT ATTIC. BATHROOM - - - -- _ _KITCHEN LAUNDRY POWDER ROOM BATHROOM BATHROOM r - - T -' - r -` _ - �- _ r 1_TO BE REMOVED) 38. MAINTAIN MIN.3"CLEARANCE BETWEEN COMBUSTIBLE INSULATION AND RECESSED LIGHTING FIXTURES,FAN MOTORS,AND OTHER HEAT-PRODUCING DEVICES. __ - _" - _ - - - -- - - - _ T -' _I - - _I_ _ _ - VENTILATING AREA SHALL N AN 0 F THE � - � I 1 � I I ' 1-1/4- 1 a- I I I I �' 39. PROVIDE ATTIC VENTILATION AS PER CODE REQUIREMENTS AT ALL ENCLOSED ATTIC AND ENCLOSED RAFTER SPACES.THE TOTAL NET FREE VENT LA EA LL NOT BE LESS THAN 1/15 0 E 2 1/2" I1-1/4" 1'-1/4I 1'1/41 1-1/ I 2 1/2" 1-1/4"j I I 1 ' "1• AREA OF THE SPACE TO BE VENTILATED.REDUCTION TO 1/300 PERMITTED IF 40-50 PERCENT OF THE REQUIRED VENTING IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC,NOT I PREP- i II I ( �pl E 4 ^'1 1-1/1' 1-1/2" MORE THAN 3'BELOW THE HIGHEST RIDGE,WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS.MAINTAIN MIN.V CLEARANCE BETWEEN INSULATION AND ROOF LAV I LAU SINK SINK( SINK I -_ �V I I I ° SHEATHING(R806.1 &R806.2)BY INSTALLING CONTINUOUS AIR BAFFLES. VENTILATION IS NOT REQUIRED, PER R806.3,WHERE THE UNVENTED ATTIC IS IN THE THERMAL ENVELOPE,A CLASS 1 VAPOR DISH- DISH- --- - ' I � - LAV I LAV i RETARDER IS NOT INSTALLED ON THE INSIDE OF THE INSULATION,AND AIR-IMPERMEABLE INSULATION IS APPLIED DIRECTLY TO THE UNDERSIDE OF THE ROOF SHEATHING(R806.5) - WC WC WASHER WAS WCf WC WC 1 F.A.I. WASHER j IWASHER - 40. PROVIDE 1/2 GYP.BD.AT ALL INTERIOR WALLS,TAPE AND SPACKLE,TWO COATS. ; SHOWER SH R TUB SH R PROPOSED ALTERATIONS -12 DRAIN PAN EXIST. FIRST FLOOR KIRBY RESIDENCE 41. BATHTUB AND SHOWER WALLS SHALL HAVE NON-ABSORBENT FINISH EXTENDING MIN.6-FEET ABOVE FLOOR(R307.2). 3- 1 1/2" y- 3• 1 1/2" 2` 1-1/2" -1/2" 20692 MAIN ROAD, 42. PROVIDE CEMENTITIOUS TILE-BACKER BOARD AT ALL WET AREAS INCLUDING TUB AND SHOWER WALLS. __ MATTITUGK, NY 11952 - - I 3'CAST IRON I C.O. I SCTM#1000-108-03-008.008 43. HEATING: ALL SPACES ARE TO BE MECHANICALLY HEATED AS PER CODE REQUIREMENTS.EXTEND EXISTING SYSTEM AS NECESSARY. C.O. 3"CASTIRON C.O. 3'CAST IRON C.O. 44. ELECTRIC: ALL WORK,FIXTURES,AND MATERIALS ARE TO CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE(IBC)AND NATIONAL ELECTRIC CODE(NEC),THE NATIONAL BOARD CODE COMPLIANCE NOTES & OF FIRE UNDERWRITERS,PUBLIC UTILITY COMPANY,AND ALL OTHER AUTHORITIES HAVING JURISDICTION.CONTRACTOR TO PROVIDE U.L.CERTIFICATE UPON COMPLETION OF WORK.CONNECTALL PLUMBING RISER DIAGRAM EQUIPMENT, EXHAUSTS,MOTORS,CIRCULATORS,ETC.PROVIDE AND INSTALL FLEXIBLE DUCT AND ROOF CAP AS REQUIRED FOR ALL EXHAUST FANS. 45. PLUMBING: ALL WORK SHALL MEET OR EXCEED THE LATEST REQUIREMENTS OF ALL NATIONAL,MUNICIPAL,LOCAL,AND OTHER AUTHORITIES HAVING JURISDICTION,INCLUDING THE PLUMBING CODE OF NEW YORK STATE(NYSPC)AND COUNTY HEALTH DEPARTMENT REGULATIONS.ANY WORK NOT SUBJECT TO THE APPROVAL OF THE AUTHORITIES HAVING JURISDICTION SHALL BE GOVERNED BY THE IPC, THE COUNTY HEALTH DEPARTMENT,AND MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.PLUMBING CONTRACTOR TO SECURE ALL PLUMBING PERMITS AND APPROVALS.ALL DRAINAGE PIPING SHALL BE RUN IN PVC PIPE,SIZED AS SHOWN ON DRAWINGS OR AS REQUIRED BY CODE.PROTECT ALL PLUMBING MATERIALS FROM FREEZING.PITCH ALL DRAINS AND BRANCH VENTS MIN.1/4"PER FOOT. NO PIPES,EITHER WASTE,SUPPLY OR VENT SHALL BE EXPOSED EXCEPT AS REQUIRED AT FIXTURE.PROVIDE AND INSTALL PIPING REQUIRED FOR HVAC SYSTEM.ALL FIXTURES HAVE 1/2"SUPPLY DIAMOND 1. 02/21/2023 FILE TO BUILDING DEPT. UNLESS OTHERWISE REQUIRED BY PLUMBING FIXTURE MANUFACTURER. PLUMBER TO VERIFY ALL PLUMBING REQUIREMENTS.PIPING MATERIALS SHALL CONFORM WITH THE IPC.ALL PIPING TO BE PLATE LOCATED SO AS TO MINIMIZE NOISE. PROVIDE AND INSTALL LEAD OR LEAD COATED COPPER PAN,COVERING SIDES AND BOTTOM OF SHOWER ENCLOSURE WITH ALL SEAMS CONTINUOUSLY SOLDERED. COVER np PROVIDE FOR WATERPROOF DRAIN CONNECTION. EXIST. BASEMENT 46. FOUNDATION:ALL FOOTINGS TO BEAR ON VIRGIN SOIL 4,000 PSF.ALL CONCRETE FOOTINGS SHALL HAVE A MIN.COMPRESSIVE STRENGTH OF 3,000 PSI AFTER 28 DAYS,ALL CONCRETE WALLS TO HAVE EXIST. MIN. COMPRESSIVE STRENGTH OF 30DD PSI AFTER 28 DAYS.ALL OPENINGS IN FDN WALL FOR PIPING SHALL BE FILLED SOLID WITH CONCRETE. CLEANOUT& HOUSE TRAP 47. 'LVU REFERS TO LAMINATED VENEER LUMBER AS MANUFACTURED BY GEORGIA PACIFIC,BOISE OR TRUS JOIST CORP.,AND SHALL POSSESS THE FOLLOWING MINIMUM PROPERTIES:Fb(SINGLE)=2,800 I PSI,E=2,000,000,Fv=285 PSI,Fc(PERPENDICULAR)=750 PSI,Fc(PARALLEL)=2,700 PSI. 4"(SEE SITE PLAN&SEPTIC SYSTEM DETAILS FOR 48. WOOD I-JOISTS TO BE AS MANUFACTURED BY GEORGIA PACIFIC,BOISE OR TRUS JOIST CORP.MODEL NUMBERS AS SHOWN ON DRAWINGS. INSTALL IN ACCORDANCE WITH MANUFACTURER'S PIPING MATERIAL SPECIFICATIONS) RECOMMENDATIONS AND INSTRUCTIONS. CONNECTTO EXIST.CLEANOUT& 49. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE"AISC SPECIFICATIONS FOR THE DESIGN,FABRICATION,AND ERECTION OF STRUCTURAL STEEL FOR SANITARY SYSTEM BUILDINGS,"LATEST EDITION. THE STRUCTURAL STEEL SHALL BE ERECTED TO THE TOLERANCES CALLED FOR IN THE AfSC CODES FOR STANDARD PRACTICE UNLESS MORE STRINGENT REQUIREMENTS ARE REQUIRED BY OTHER TRADES. THE GENERAL CONTRACTOR SHALL COORDINATE SUCH TOLERANCES. ,��EtE ARC Drawn by LA 50. ROLLED STRUCTURAL STEEL SHALL BE FORMED FROM STEEL CONFORMING TO ASTM 36,GALVANIZED WHERE USED AS LINTELS OR EXPOSED TO THE WEATHER. �5 R OP, y�j Project No. 222031 l�� P���> q'vti �� Scale: AS NOTED PLUMBINGRISER DIAGRAM (N .TS . ) � � Date: 10/25/22 51. ALL STRUCTURAL STEEL SHOP CONNECTIONS SHALL BE HIGH-STRENGTH BOLTED USING ASTM A-325F AND A-490F,OR WELDED USING AWS E70 SERIES ELECTRODES. NOTES: 1.ALL PLUMBING WORK SHALL MEET OR EXCEED THE LATEST REQUIREMENTS OF ALL NATIONAL,STATE,COUNTY,MUNICIPAL,LOCAL,AND OTHER AUTHORITIES HAVING JURISDICTION,INCLUDING PLUMBING CODE OF NEW YORK * _�� 52. ALL BOLTS AT STRUCTURAL STEEL SHALL BE A325F,DIAMETER OF HOLES SHALL NOT BE GREATER THAN THE BOLT DIAMETER PLUS 1116'.ALL BOLTS SHALL BE TIGHTENED WITH A TORQUE WRENCH OR STATEAND COUNTY HEALTH DEPTARTMENT REGULATIONS.ANY WORK NOT SUBJECTTO THE APPROVAL OF THEAUTHORITIES HAVING JURISDICTION SHALL BE GOVERNED BY THE NATIONAL PLUMBING CODE,THE COUNTY HEALTH WITH IMPACT WRENCH PRESET FOR THE PRESCRIBED TORQUE. DEPARTMENT,BEST PRACTICE,AND MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. !MOM . I Y • • - 2. CONNECTALL SOIL LINES TO APPROVED SANITARY SYSTEM. (J� 3.ALL WASTE DRAINAGE PIPING SHALL BE RUN IN EXTRA HEAVY CAST IRON PIPE,SIZE AS SHOWN ON THE DRAIMNGS,OR AS REQUIRED BY CODE. J` 53. MINIMUM WELDS AT STRUCTURAL STEEL SHALL BE 1/4"FILLET ALL AROUND. 4. PITCH ALL DRAINS AND BRANCH VENTS MINIMUM 1/4"PER FOOT. 9 013763 5. NO PIPES,EITHER WASTE OR SUPPLY,SHALL BE EXPOSED EXCEPTAS REQUIRED AT FIXTURE. 54. PROVIDE THERMAL INSULATION AT ALL PORTIONS OF THE BUILDING THAT ENCLOSE CONDITIONED SPACE IN CONFORMANCE WITH THE INTERNATIONAL ENERGY CONSERVATION CODE-RESIDENTIAL 6. PROVIDE AND INSTALL PROPER INSULATION ON ALL HOTAND COLD WATER AND SANITARY PIPING TO PREVENT CONDENSATION AND/OR FREEZING,AND MINIMIZE NOISE.LOCATE PIPING AS REQUIRED TO MINIMIZE NOISE. Nlc� (UNLESS OTHERWISE NOTED R-VALUE AS SHOWN ON DRAWINGS. 7. PROVIDE AND INSTALLALL PIPING REQUIRED FOR HVAC SYSTEM. I PROVISIONS(NYSECCC-R).INSULATION AT ALL EXTERIOR WALLS,CEILINGS, FLOORS,AND ROOFS TO BE FIBERGLASS BATT INSULATION(U ). 8. ALL FIXTURES TO HAVE 1/2"SUPPLY UNLESS OTHERWISE REQUIRED BY FIXTURE MANUFACTURER.PLUMBER TO VERIFY ALL PLUMBING AND PIPING REQUIREMENTS. PROVIDE INSULATION AT ALL FLOORS OVER UNHEATED BASEMENT OR CRAWL SPACES. 9.ALL SANITARY DRAINAGE,WATER SUPPLY,AND VENTING MATERIALS SHALL CONFORM TO THE PLUMBING CODE OF NEW YORK STATE. NAILING SCHEDULE • (DERIVED FROM TABLE 3.1 OF THE WOOD FRAME CONSTRUCTION MANUAL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA: TABLE R301.2(1) FOR ONE-AND TWO-FAMILY DWELLINGS, 2018 EDITION) WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER AIR GROUND DESIGN DESIGN ICE BARRIER FREEZING MEAN NUMBER OF NUMBER OF BOX SNOW LOAD: PEED TOPOGRAPHIC SPECIALWIND WIND-BORNE CATEGORY. WEATHERING: FROST LINE TERMITE TEMP.: UNDERLAYMENT FLOOD INDEX: ANNUAL JOINT DESCRIPTION : COMMON NAILS NAILS NAIL SPACING : FIG. R301.2(6) PH FIG. EFFECTS REGION DEBRIS ZONE FIG. R301.2(2) FIG. R301.2(4) DEPTH TABLE D101 REQUIRED HAZARDS R403.3(2) TEMP. y PER R311.7.6.,THERE �if9 SHALL BE A LANDING AT L� NOTE' 01.2 5 A THE TOPAND BOTTOM �� PROVIDE STAIRWAY ILLUMINATION AS OF EACH STAIRWAY. REQUIRED PER NYS RESIDENTIAL CODE, ROOF FRAMING 20 LBS./S.F. 130 SEVERE i 15 THE WIDTH OF EACH a DEDT0P ee Q SECTION R303.7&R303.6 LANDING SHALL NOT BE oEororRE - (L� ni�Rwssace oE�a• �CJJ LESS THAN THE D' EIERSRRERE RAFTER TO TOP PLATE(TOE-NAILED) HURRICANE CLIPS-SEE UPLIFT DETAILS STAIRWAY OR DOOR SERVED. EVERY CEILING JOIST TO TOP PLATE(TOE-NAILED) (SEE TABLE 3.4A) (SEE TABLE 3.4A) PER JOIST NOTE: CELLS WITH NO PROVIDED INFORMATION TO BE FILLED IN BY THE LOCAL JURISDICTION. MNIMUM DIMENNSIONDING SHALLEOF 36"MEASURED IN THE CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) (SEE TABLE 3.9A) (SEE TABLE 3.9A) EACH LAP MANUAL J DESIGN CRITERIA DIRECTION OF TRAVEL. -0" CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) (SEE TABLE 3.9A) (SEE TABLE 3.9A) EACH LAP 01 ELEVATION LATITUDE WINTER SUMMER ALTITUDE CORRECTION FACTOR INDOOR DESIGN TEMPERATURE HEATING yaw W" 1-2=OUP K/ QLL� COLLAR TIE TO RAFTER(FACE-NAILED) (SEE TABLE 3.6) (SEE TABLE 3.6) PER TIE HEATING COOLING DESIGN COOLING TEMPERATURE a N m BLOCKING TO RAFTER(TOE-NAILED) 2-8d 2-10d EACH END TEMPERATURE DIFFERENCE wo �JoW,rc �,Jz < LL1NW B a�z zm"mo Ir ,, RIM BOARD TO RAFTER(END-NAILED) 2-16d 3-16d EACH END N1ia �o�QQ000 ,z 'a OZUZLLLL OO°o7. ¢ O=~ WALL FRAMING COOLING TEMPERATURE DIFFERENCE WIND WIND COINCIDENT DAILY RANGE WINTER SUMMER HUMIDITY _ =wo WWoo VELOCITY VELOCITY WET BULB HUMIDITY frnow, m3;�'Tz TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d 1 2-16d 1 PER FOOT HEATING COOLING z6 ir Do z o Oo PER SECTION R302.T.,RCNY, _ TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d 5-16d JOINTS-EACH SIDE _ _ _ _ _ - _ - z mmm N I a z x ENCLOSED ACCESSIBLE SPACE w w m O- UNDER STAIRS SHALL HAVE E.c U,o Z� WALLS,UNDER STAIR SURFACE STUD TO STUD(FACE-NAILED) 2-16d 2-16d 24"O.C. NOTE: CELLS WITH NO PROVIDED INFORMATION TO BE FILLED IN BY THE LOCAL JURISDICTION USING TABLE 1a OR 1b FROM ACCA MANUALJ OR ESTABLISHED CRITERIA DETERMINED BY THE JURISDICTION ON THE E ENCLOSED S DEW/ANY SOFFITS ED HEADER TO HEADER(FACE-NAILED) 16d 16d 16"O.C.ALONG EDGES 12'GYPSUM BOARD. TOP OR BOTTOM PLATE TO STUD(END-NAIL.ED) (SEE TABLE 3.5A) (SEE TABLE 3.5A) PER STUD BOTTOM PLATE TO FLOOR JOIST, BANDJOIST ENDJOIST 2-16d 1,2 2-16d 1,2 PER FOOT OR BLOCKING(FACE-NAILED) STRUCTURAL DESIGN DATA (TABLE R301.5): LIVE LOAD DEAD LOAD OR WE LIGHT, VENTILATION AND HEATING MI /4"-1 114"NOSING (IN LBS. PER SQ. FT.) (IN LBS. PER SQ. FT.) NOTES: _ FLOOR FRAMING - NATURAL LIGHT IS NOT REQUIRED WHERE ARTIFICIAL O JOIST TO SILL,TOP PLATE OR GIRDER(TOE--NAILED) 4-8d 4-10d PER JOIST UNINHABITABLE ATTICS WITHOUT STORAGE 10 LBS/SF 10 LBS/SF LIGHT IS PROVIDED AND AWHOLE HOUSE MECHANICAL A VENTILATION IS INSTALLED PER M1505(R303.1 EXCEPT. 2). BRIDGING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 LBS/SF 10 LBS/SF - NATURAL VENTILATION IS NOT REQUIRED IN BATHROOMS, W.C. COMPARTMENTS AND SIMILAR ROOMS WHERE BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END B' HABITABLE ATTICS&ATTICS SERVED WITH FIXED STAIRS 30 LBS/SF 10 LBS/SF MINIMUM LOCAL EXHAUST IS PROVIDED(R303.3). STAIR DETAIL - A'-A' TYPICAL STAIR SECTION BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d 4-16d EACH BLOCK - HEATING FACILITIES SHALL BE CAPABLE OF MAINTAINING RTS' N.T.S. TEMPERATURE OF NOT LESS THAN 68°ATA POINT T ABOVE LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d 4-16d EACH JOIST BALCONIES(EXTERIOR)&DECKS 40 LBS/SF 10 LBS/SF THE FLOOR AND 2'FROM EXTERIOR WALLS IN HABITABLE ROOMS AT THE DESIGN TEMPERATURE(R303.10). MINIMUM HEADROOM JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d 3-10d PER JOIST GUARDS&HANDRAILS 200 LBS BAND JOIST TO JOIST(END-NAILED) 3 16d 4-16d PER JOIST NATURAL VENTILATION MINIMUM 4%OF OPERABLE PORCHES,BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE GUARD IN-FILL COMPONENTS 50 LBS CALCULATION GLAZING(OR OPENINGS)PER THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d 1 3-16d PER FOOT HABITABLE ROOM REQUIRED GUARDS NOT LESS THAN 36 INCHES IN HEIGHT.OPEN SIDES OF STAIRS OPEN KITCHEN,LIVING& STAIRWAYS SHALL NOT BE LESS THAN WITH ATOTAL RISE OF MORE THAN 30 ROOF SHEATHING PASSENGER VEHICLE GARAGES 50 LBS DINING ROOMS 98 S.F OPNG./1,100 S.F.RM.=8.9% O 36"IN CLEAR WIDTH AT ALL POINTS INCHES ABOVE THE FLOOR OR O ABOVE THE PERMITTED HANDRAIL GRADE BELOW SHALL HAVE GUARDS ir TV ROOM 10 S.F OPNG./129 S.F. RM. =7.7/o NOT LESS THAN IC IN HEIGHT WOOD STRUCTURAL PANELS 8d 1 od 0 o HEIGHTAND BELOW THE REQUIRED _ (SEE TABLE 3.10) ROOMS OTHER THAN SLEEPING ROOMS 40 LBS/SF 15 LBS/SF HEADROOM HEIGHT. MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. BEDROOM#1 33 S.F OPNG./185 S.F. RM. =17.8% = CEILING SHEATHING ALL REQUIRED HANDRAILS SHALL BE SLEEPING ROOMS 30 LBS/SF 15 LBS/SF z TYPE 1 OR TYPE 2AS DEFINED BY BEDROOM#2 24 S.F OPNG./268 S.F. RM. =8.9% SECTION R311.7.8.5,OR PROVIDE GYPSUM WALL BOARD 5d coolers 5d coolers 7"EDGE/10"FIELD � EQUIVALENT GRASPABILITY PORCH/BALCONY/ E. HANDRAIL HEIGHT,MEASURED ABOVE RAISED FLOOR SURFACE STAIRS 40 LBS/SF 15 LBS/SF BEDROOM#3 16 S.F OPNG./199 S.F. RM.=8% STAIR TREAD NOSINGS,SHALL BE WALL SHEATHING 412' 2' 41 NOT LESS THAN 34•AND NOT MORE MAX MIN MAX THAN 38" BEDROOM#4 16 S.F OPNG./132 S.F. RM.=12.1% WOOD STRUCTURAL PANELS 8d 10d (SEE TABLE 3.11) HANDRAILS SHALL NOT PROJECT MORE ¢ BEDROOM#5 16 S.F OPNG./174 S.F. RM.=9.2% THAN 45INCHES ONH HIEN MUM O EAR GYPSUM WALL BOARD 5d coolers 5d coolers 7"EDGE/10"FIELD WIDTH OF THE STAIRWAYATAND BELOW STRUCTURAL DEFLECTION DATA (TABLE R301.7): ALLOWABLE BONUS ROOM 16 S.F OPNG./522 S.F.RM.=3%* THE HANDR )LL HEIGHT,AND NGSINCLUDISHL NG BE FLOOR SHEATHING DEFLECTION LESS THAN 31-5 INCHES WHERE GRADE/FLOOR BELOW BONUS ROOM SHALL BE MECHANICALLY VENTED. r HANDRAIL IS INSTALLED ON ONE SIDE WOOD STRUCTURAL PANELS o AND 27 INCHES WHERE HANDRAILSARE PROVIDED ON BOTH SIDES 1"OR LESS 8d 10d 6"EDGE/12"FIELD RAFTERS W/SLOPES> 3/12&NO FINISHED CEILING ATT.TO RAFTERS U180 EXISTING FLOOR AREAS STAIR ELEVATION - B'-B' GUARD REQUIREMENTS GREATER THAN 1" 10d 16d 6"EDGE/12"FIELD N.TS. N.T.S. INTERIOR WALLS AND PARTITIONS H/180 1ST FLOOR NOTE: THIS SCHEDULE INDICATES MINIMUM REQUIRED BY CODE. THESE DRAWINGS REQUIRE ALL (EXCLUDING GARAGE) 2,525 S.F. SUBFLOORS(STRUCTURAL PANELS)TO BE GLUED AND SCREWED TO JOISTS...) FLOORS AND PLASTER/STUCCO CEILINGS U360 TYPICAL CODE REQUIREMENTS FOR STAIRWAYS, 2ND FLOOR 1,7s8 S.F. HANDRAILS & GUARDRAILS - R311 - R312 1 NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. ALTERNATIVE NAILING SCHEDULES ALL OTHER STRUCTURAL MEMBERS U240 NT SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED.FOR EXAMPLE,IF WALL SHEATHING IS NAILED 3"O.C.AT PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. EXTERIOR WALLS W/PLASTER OR STUCCO FINISH H/360 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT LINTELS SUPPORTING MASONRY VENEER WALLS U600 RIDGE CONNECTION REQUIREMENTS FOR WIND RAFTER/ CEILING JOIST HEEL JOINT CONNECTION REQUIREMENTS TOP AND BOTTOM PLATE TO STUD LATERAL ( DERIVED FROM WFCM TABLE 3.9 & 3.9A-2018 EDITION ) CONNECTIONS FOR WIND LOADS SPECIFIC TO EXPOSURE"B"& 130 MPH FASTEST WINDSPEED (DERIVED FROM WFCM TABLE 3.6-2018 EDITION) ROOF SPAN(FT.) ROOF SPAN(FT.) (DERIVED FROM WFCM TABLE 3.5A(EXPOSURE "B"& "C") -2018 EDITION) ROOF ROOF REQUIRED CAPACITY OF 12 24 36 12 24 36 STUD SPACING(IN.) 12 16 PITCH: SPAN RIDGE CONNECTION(PLF) (FT): RAFTER RAFTER REQUIRED NUMBER OF 16d REQUIRED CAPACITY OF WALL HEIGHT(FT.) 8 10 12 14 16118120 8 10 12 14 16 18 20 SLOPE: SPACING: COMMON NAILS or 40d BOX HEEL JOINT CONNECTION 3:12 12 136 RIDGETENSION NAILS PER HEEL (LBS) THREE SECOND REQUIRED NUMBER OF 16d COMMON NAILS or STRAP JOINT SPLICE 16 182 BAITER GUST WIND 40d BOX NAILS PER STUD TO PLATE 20 227 3:12 12"O.C. 3 5 8 360 720 1080 SPEED: CONNECTION 16"O.C. 4 7 10 480 960 1440 F 24 272 120 MPH 2 2 2 2 2 2 2 2 2 2 2 2 2 228 318 4:12 12"O.C. 3 4 6 270 540 810 32 363 16"O.C. 3 5 8 360 720 1080130 MPH 2 2 2 2 2 2 2 2 2 2 2 2 2 2RIDGE 36 409 OR BEAMARD 5:12 12"O.C. 3 3 5 216 432 648 16"O.C. 3 4 6 288 576 864 4:12 12 1137:12 12"O.C. 3 3 4 154 411 463 617I.E.C.C. ENERGY CODE REQUIREMENTS:16 15o RAFTER AND/OR CEILING JOIST TO TOP PLATE LATERAL ` 20 188 12"O.C. 3 3 5 120 411 360 AND SHEAR CONNECTION REQUIREMENTS 9:12 12"O.C. 3 3 3 120 240 360 `- 24 226 DERIVED FROM WFCM TABLE 3.4A EXPOSURE B -2018 EDITION TO THE BEST OF THE ARCHITECT'S KNOWLEDGE,THIS CONSTRUCTION MEETS AND 28 263 16"O.C. 3 3 4 160 320 480 ( ( ) ) EXCEEDS THE INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE 12:12 12"O.C. 3 3 3 90 180 270 (E.C.C.C.N.YS.)REQUIREMENTS,CONFORMING TO THE REQUIREMENTS OF CHAPTER i wpm 32 301 WALL HEIGHT(FT) 4"INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT,"TABLE 402.1.2 16"O.C. 3 3 3 120 240 360 AND THE REQUIREMENTS OF CHAPTER 11 OF THE R.C.N.Y.S. 36 338 1 1 8 10 ale 5:12 12 88 THREE SECOND RAFTER 1,2.3,4 REQUIRED NUMBER OF 8d COMMON NASSAU/SUFFOLK COUNTY-CLIMATE ZONE#4 xIlLN4 GUST WIND SPACING: NAILS or 10d BOX NAILS(TOENAILED) ' 16 118 ROOF SHEATHING ATTACHMENT REQUIREMENTS for WIND LOADS SPEED: REQUIRED IN EACH RAFTER AND/OR VALUE VALUE 20 147 CJ TO TOP PLATE CONNECTION COMPONENT REQUIRED PROVIDED 24 177 SPECIFIC TO EXPOSURE "B" @ 130 MPH FASTEST WINDSPEED 12,O.C. 2 2 PROPOSED ALTERATIONS (DERIVED FROM WFCM TABLE 3.10-2018 EDITION) 120 MPH KIRBY RESIDENCE 28 206 16"O.C. 3 3 FENESTRATION U=.32(MAX.) U=.32(MAX.) 32 236 EDGE I FIELD 12,O.C. 2 2 SHGC=.40(MAX.) SHGC=.40(MAX.) 20692 MAIN ROAD, 130 MPH � MATTITUCK, NY 11952 36 265 SHEATHING LOCATION: 1 RAFTER SPACING: MAXIMUM NAIL SPACING FOR 8d 16"O.C. 3 3 SKYLIGHT U=.55(MAX.) N/A COMMON NAILS or 10d BOX NAILS: SHGC=.40(MAX.) ' . SCTM#1000-108-03-008.008 6:12 12 81 1 PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 4'PERIMETER EDGE ZONE 12 6 12 2 WHEN C.J.ARE INSTALLED PARALLEL TO RAFTERS,THE SUM OF THE CEILING BELOWATTIC SPACE• R=49(MIN.)" N/A CODE COMPLIANCE NOTES & 16 108 16 6 12 TOENAILS IN THE RAFTER AND THE C.J. SHALL EQUAL OR EXCEED THE CATHEDRAL CEILING ,. Ir TYR CODE REQUIREMENTS FOR 20 135 TABULATED NUMBER OF NAILS REQUIRED. •• R=49(MIN.) R=38 STAIRWAYS, HANDRAILS & 24 162 INTERIOR ZONE 12 6 12 3 TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EXTERIOR WALL + ' R=20(MIN.) R=27 GUARDRAILS 16 6 12 �jt (OR MIN.R-13 CAVITY+ (CAVITY INSULATION @ NEW 28 188 EA.SIDE OF A RAFTER OF C.J.WHEN FASTENED TO A 2X4 TOP PLATE OR 3 R5 CONTINUOUS) WALLS) GABLE ENDWALL RAKE OR RAKE - 6 TOENAILS 1N EA.SIDE WHEN FASTENED TO A2X6 TOP PLATE. R=6.5 32 215 TRUSS WITH UP TO T RAKE O.H. 4 WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 10',THEY SHALL BE (CONTILTINUOUS INSULATION@ I 1. 02/21/2023 FILE TO BUILDING DEPT. 36 242 1 ADJUSTED AS FOLLOWS: FRAME FLOOR R=19(MIN.) N/A 7:12-12:1 12 76 FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT WALL HEIGHT 8' 10' BASEMENT WALL(CAVITY INSULATION) R=13(MIN.) N/A 16 102 REQUIREMENTS SHALL BE USED. TOP PLATE TO RIDGE HEIGHT(FT) ADJUSTMENT FACTOR BASEMENT WALL(CONT.INSULATION) R=10(MIN.) N/A w 20 127 10, 1.00 1.00 24 153 15' 1.15 1.25 1 SLAB P METER(PERIM.INSULATION) R=10(MIN.) N/A (MIN.24-DONM) 28 178 WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS for WIND LOADS 20' 1.40 1.50 ,JAR-38 INSULATION IS ALLOWED WHEN INSTALLED OVER 100%OF THE CEILING AREA& 32 204 EXTENDS UNCOMPRESSED OVER THE TOP OF THE WALL PLATE AT EAVES(R402.2.1). 36 229 SPECIFIC TO EXPOSURE "B"@ 130 MPH FASTEST WINDSPEED '* R-30INSULATION IS ALLOWED WHERE THE ROOF/CEILING ASSEMBLY DOES NOTALLOW (DERIVED FROM WFCM TABLE 3.11 -2018 EDITION) WINDOW & DOOR HEADER SCHEDULE SUFFICIENT SPACE FOR THE REQ.INSULATION.THE REDUCTION OF INSULATION SHALL (UNLESS OTHERWISE NOTED ON DRAWING) BE LIMITED TO 500 S.F.OR 20%OF THE TOTAL INSULATED CEILING AREA,WHICHEVER EDGE I FIELD IS LESS(R402.2.2). 1 SHEATHING LOCATION: STUD SPACING: FLE MAXIMUM NAIL SPACING FOR 8d WIDTH OF HEADER SIZE: D AR Drawn b LA AI COMMON NAILS or 10d BOX NLS: C' y OPENING �5 R HOFFM y�� Project No. 222031 4'PERIMETER EDGE ZONE 12 6 12 INTERIOR(2X4 WALL) EXTERIOR(2X4 WALL) EXTERIOR(2X6 WALL) � A��� �2 ��� Scale: AS NOTED 16 6 12 LESS THAN 3'-0" (2)2X8 (2)2X8 (3)2X6 Date: 10/25/22 INTERIOR ZONE 12 6 12 UP TO 4'-0" �'•'(2)2X10 (2)2X10 (3)2X8 L t 16 6 12 N �guTpF c • 1 UP TO 6-0" (2)1-3/4"X 9-1/4" (2)1-3/4"X 9-1/4" (3)1-3/4"X 7-1/4" II , fl FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNER,THE 4 FOOT PERIMETER EDGE ZONE MICROLAMS MICROLAMS MICROLAMS 013763 y0� ATTACHMENT REQUIREMENTS SHALL BE USED. UP TO 8'4)" (2)1-3/4"X 11-1/4" (2)1-3/4"X 11-114' (3))1-3/4"X 9-114' MICROLAMS MICROLAMS MICROLAMS NE �. UP TO 10'-0" ( 1-3/4"X 14" (2)1-3/4"X 14" (3)1-3/4"X 11-1/4" ICROLAMS MICROLAMS MICROLAMS WOOD ROOF RAFTER RIDGE WHERE RAFTERS 8,STUDS ALIGN: WOOD MEMBER AS RAFTER-TO-STUD CONNECTION: HIP RAFTERS SIMPSON MSTA18 SHOWN ON DRAWINGS •H2ASTRAP(EACH RAFTER)W/12-8d 1-1/2" RIDGE STRAP, MIN. (TYP.) DO NOTALIGN: WHERE RAFTERS&STUDS NAILS(5 @ RAFTER,2 @ PLATE,5 STUD) RIDGE BOARD 14-1Od NAILS(7 @ e STEEL PLATE AS SHOWN ON TOP OF EACH DRAWING(TYP.) RAFTER-TO-PLATE CONNECTION: RAFTER) ° O 7-0" 2'-0" BOLT@2-0"O.C.(MAX) 1/2"DIA.CARRIAGE BOLTS W/ •H2.5T STRAP W/10-8d NAILS(5 EACH o e • WASHER&NUT(TYP.) @ RAFTER&PLATE) p o —o- — — — — — — � - - - 0- - - - - - - - — — — — — — — — — — PLATE-TO-STUD CONNECTION: SIMPSON HRC22 @ 2x p 1/2"DIA.CARRIAGE BOLTS •H2.5T STRAP W/10-8d NAILS(5 EACH HIPS OR p W/WASHER&NUT(rYR) @ PLATE&STUD) SIMPSON HRC1.81 @ 0 0 — - - — - - - — — — - -0- - - - - - - - — LVL HIPS ROOF RAFTERS,HIP, N 16-10d x 1 1/2"into Ridge O OR VALLEY PER DOUBLE TOP PLATE 2-1Od x 1 1/2"into Each FLOOR PLANly 2'0^ Rafter BOLT @ zo^o C.(MAX) WOOD STUD MIN 31/2" I I BEARING(TYR) � I 1 � 1 I I I I I ROOF-TO-WALL CONNECTION 1 /A-1c TYPICAL EXTERIOR WALL STUD STUD-TO-RIM JOIST CONNECTION: •(2)LSTA12 STRAPS(EACH STUD)W/10-8d NAILS (5 @ STUD,5 @ RIM JOIST) RIDGE-TO-HIP RAFTER CONNECTION RIDGE -TO- RAFTER/HIP/VALLEY RIM JOIST -OR- B IA-1C •(2)H8TWISTSTRAPS(EACH STUD)W/101od 1-1/7' CONNECTION (NTS) 10 !A 1c FLITCH PLATE DETAIL (NTS) 13 /A 1c NAILS(5 @ STUD,5 @ PLATE/RIM JOIST) FOR PANEL SPANS 4'-0"AND GREATER: WOOD BEAM 3z•M/ •23/32"APASPAN-RATED 48124 SHEATHING GRADE DOUBLE TOP PLATE PER PLAN -._,�_" N EXTEND FROM MAIN PLYWOOD(OVERLAP 4"AROUND OPENINGS EXTEND FROM MAIN ROOF •2X4 STRONG-BACKS 24"O.C. ) TO END OF RAKE,MIN.2:1 � SECOND COMMON -�-�- ?q^M _ RATIO(TYP) RAFTER � _ TYPICAL EXTERIOR STUD WALL o FIRST COMMON ASSEMBLY: 2X FLOOR JOIST PE RAFTER 1-PREASSEMBLE PLYWOODTO 2X4s:#10X3"(W/ PLAN fl \-- EXTENDED WASHERS)GALVANIZED OR STAINLESS STEEL WOOD RIDGE BEAM SCREWS @ 12"O.C. END RAFTER 2-ATTACH STRUCTURAL PANEL: FASTEN TO BUILDING 0 w/910x3-W WASHERS)GALVANIZED OR STAINLESS SIMPSON JOIST VERGE RAFTER STEEL WOOD SCREWS @ 16-O.C. HANGER PER 'y TABLE BELOW #A88ANGLE CONNECTOR MULTIPLE SECTION BY SIMPSON, -~''� ASSEMBLY WALL-TO WALL CONNE .TI N 2 /A 1 c FASTEN W/ 1/4^THICK BOLTS @ 24"O.C. NAILS PER 0 MANU.SPEC. 1 0 1 11 II II STUD-To-RIM JOIST CONNECTION: I 1 I TYPICAL EXTERIOR WALL STUD fr 11 I i •LSTA12 STRAP(EACH STUD)W/10-8d NAILS 1 I 11 I (5 @ STUD,5@ RIM JOIST) I i i t 1el I -OR- RIM JOIST •H6 TWIST STRAP(EACH STUD)W/8-8d BARGE RAFTER I I NAILS(4 @ STUD,4 @ RIM JOIST) 2X6 LOOKOUTS @ 16"O.C.,NOTCH 1 ri 1 j JOIST TYPE HANGER HDR. FASTENERS JOIST FASTENERS INTO END RAFTERS&INSTALL OVERHANGING FLOOR JOISTS SIMPSON UPLIFT CONNECTOR,. 1 j (NOT TO EXCEED 2'-0") FASTEN TO SECOND COMMON& I j TYPICAL EXTERIOR WALL STUD 2X8 LUS26 (4) 10d NAILS (4) 10d NAILS BARGE RAFTERS JOIST-TO-STUD CONNECTION: 2X10 LUS28 (6) 10d NAILS (4) 10d NAILS 'f -7/8"LVL MIU1.81/11 20 16d NAILS 2 N10 NAILS MST COIL STRAP BETWEEN 11 USE CONNECTORS SIMILAR TO ( ) ( ) GABLE END WALL SHEATHING VERGE RAFTER,TOP PLATES& "ROOF-TO-WALL CONNECTION" 11-7/8"TJI-230/360 MIU2.37/11 (20)16d NAILS (2) N10 NAILS EXTENDS UP TO UNDERSIDE OF WALL STUDS ROOF SHEATHING. VERGE RAFTER STRUCTURAL WOOD PANELS FOR WIND-BORNE FASDETAIL AI RASTHRUSHEATHING,INro DEBRIS PROTECTION OF WINDOWS NTS (2)2X8 LUS28-2 (6) 16d NAILS (4) 16d NAILS END END RAFTER (2)2X10 LUS210-2 (8) 16d NAILS (6) 16d NAILS (NTS) 14 /A•1 c (2) 11-7/8"LVL MIU3.56/11 (20) 16d NAILS (2) N10 NAILS FASCIA BOARD (2) 11-7/8"TJI-230/360 MIU4.75/11 (20) 16d NAILS (2) N10 NAILS I DOUBLE TOP PLATE NOTE: Il BEAM FLUSH CONNECTION CHART RAKE OVERHANGS SHALL CONFORM WITH WFCM 2015,FIGURES 2.1g&2.1h (NTS) 7 /A 1c TYPICAL EXTENDED RAKE DETAIL @ GABLE END WALLS 3/4"raBDLTS(TfP) CANTILEVERED FLOOR-TO-FLOOR CONNECTION 3 /A-1C (NTS) 11 /A•1C o TOP PLATE SEE PLAN r ' SECTION B-B FOR SIZE NOW SIMPSON HANGER @ RAFTER POO CONNECTION TO BEARING RIDGE, BP 12"x 5/8"X 6" TYPICAL EXTERIOR WALL STUD STUD-TO-RIM JOIST CONNECTION: PER SCHEDULE BELOW 1/4' (ADJUST — EACH STUD)W/10-8d NAILS JACK STUD-TO- WIDTH TO •LSTA12 STRAP ( HEADER MATCH 5/16" (5 @ STUD,5 @ RIM JOIST) CONNECTION: BEAM WIDTH) B L B „ RIM JOIST �► -OR- •LSTA21 METAL ; •H8 TWIST STRAP(EACH STUD)W/10-10d 1-1/2' STRAP W/16 10d 1 112" 1 1/2" NAILS(5 @ STUD,5 @ PLATE I RIM JOIST) NAILS(for 11 1/4" fie` header) � :-- - •_ •-- JACK-TO- - ORKING - fs OANCHOR BOLT TO BE Z ~'•' '. FACE NAILSTU •LSTA18 W/14-1Od 0 0 PLACED PRIOR TO POUR O SQ�� 2-16d COMMON NAILS(for 9 1/4" (rYP) z O J NAILS @ 12" header) ° DOUBLE SILL PLATE O.C. o "`' ''•�I Of QNy NOTE:FOR SPANS N '�' ;- Y'= "' w� GREATER THAN 4'-0", 314"0ANCHOR:':': s?• O FOUNDATION OOF��JG 1/� a .< z : `�', RIM JOIST-TO-SILL PLATE CONNECTION: t2 � USE(2) BOLTS- ;.::- ;m w • P 16 O.C. W/7-1 Od NAILS �P 4"DIAMETER STD. '-•':r: e.-•�J °0' Iy. "u"'"" ;=.' •�-" •SSP STRAP( } F METAL STRAPS AT '. ` 4 RIM JOIST 3 SILL PLATE STEEL COLUMN " �•�' '• °J _ r: ( @ @ ) EACH END OF BASE - t' HEADER PLATE :. i :•i fl BP 8"X 8^X 3/4" ELEVATION':` _ :''s` ;:: n CONNECTION: `` RIDGE BEAM PER - .........�.......>•a' ........::'. SIIL-TO FOUNDATION .::: : I FRAMING PLAN TYP. STUD-TO-PLATE/ INSTALLANCHOR BOLTS PER TYPICAL ;` - r ,: ( ) FOUNDATION CONNECTION: L. e s FOUNDATION CO NSTRUCTION NOTES F '. HTT22 w 32 16d ,a �- A- t i e � �• •e� a•'�«ts'as 1c kRAFTER TYPE HANGER RIDGE FASTENERS RAFTER FASTENERS SfNKERS INTO STUDTYPICALAL BEARING PLATE NTS 15 / 2X8 LRU28Z 6 16d NAILS 7 16d NAILS .. ..:••.•••.-•::••• I 2X10 LRU210Z (6) 16d NAILS (7) 16d NAILS ANCHOR BOLT r,.." .. _....,.._. , .. . . . , _ _ . . • • • •-.:-::,: :':•,_:.%::�::.:::._.._•-• u 2x12 LRU212Z (6) 16d NAILS (7) 16d NAILS �• PROPOSED ALTERATIONS WALL TO FOUNDATION CONNECTION 4 /A-1c (2)2x8 LUS28-2z (22) N16 NAILS (18)N16 NAILS (2)2X10 LSSR210-2Z (22) N16 NAILS (18)N16 NAILS KIRBY RESIDENCE 2 2X12 LSSU210-2Z 22 N16 NAILS (18)N16 NAILS 20692 MAIN ROAD, ( ) ( ) L HEADER CONNECTIONS (NTS) 12 /A-1c L U28Z@2X8RAFTE SHANGER: MATTITUCK, NY 11952 RAFTER & BEARING RIDGE EXTERIOR WALL(TYP.) LRU212Z @ 2X12 RAFTERS a SCTM#1000-108-03-008.008 CONNECTION (NTS) 8 /A 1c 6-10d NAILS EACH INTO LEDGER TYPICAL CONSTRUCTION DETAIL TYPICAL EXTERIOR WALL STUD 2X WOOD LEDGER PER PLAN 7-10d NAILS INTO EACH RAFTER I� • W/(2)1/4"LEDGER-LOCK STUD-TO-SILL PLATE CONNECTION: SCREWS THRU LEDGER INTO •SSP STRAP(EACH STUD)W/7-10d NAILS EACH STUD (4 @ STUD,3 @ SILL JOIST) STU1/2 BEARING PLATE RooF R -OR- / 2-AC4(For 4X4 Post)W/12-16d Nails into a oo pF�q pRRSgs 1. 02212023 FILE TO BUILDING DEPT. :_.. •TSP TWIST STRAP(EACH STUD)W/12-1 Od 1-1/2" Beam,8-16d Nails into Post 4.1 IV NAILS(6 @ STUD,6 @ SILL PLATE) (I ( )w/12-16d Nails into 2-AC6 For 6x6 Post a o s DOUBLE SILL PLATE Beam,8-16d Nails into Post .'ti.. 0 • y" :`r; •',: _ MIN.DOUBLE 2X HEADER o o e "•'_ � :;'t:•;'•�'��' • ' � FLOOR JOISTS PER SIIL-TO-FOUNDATION CONNECTION: PLANS(TYP.) • CLG.JOISTS or FOUNDATION "� `:':�';:` t'.-; y::' �: ::i•: INSTALLANCHOR BOLTS PER TYPICAL BLOCKING PER PLAN& FOUNDATION CONSTRUCTION NOTES SECTION DRAWINGS s _ ,. :-.::.'�:, :: ;�'t•::; - 1/2"THREADED ROD REQUIRED FOR STU1/2 _ ' '•`.• •''L•: •-�- _ 'y• `• , (for4x ABU44•' ' ' "•�-�''• 4 post)W/5/8"Embeded Anchor,12-16d Nails- _ �.`t • •• - CNW COUPLER NUT Is into post ABU66(for 6x6 post)W/5/8"Embeded ::;;' Anchor,12-16d Nails into post ••®• ED A r �,.-:• ;-•�:•:�::,••, , .•:?;, ,.; !• .' _ 1/2"ANCHOR BOLT W/MIN.6" �R RC Dawn by LA ""�`"''`"' "'"••'"'"•'�'`•`�'`"•''"�•' EMBEDMENT,63/8"CLEARANCE TO ° EDGE OF CONCRETE �\� �RHOF,cMy1T Project No. 222031 ° WALL TO SILL CONNECTION 5 /A-1c 2X RAFTER-TO-WALL CONNECTION (NTS) 16 /A-1C �`� P 9� �� male. AS NOTED ° P.C.PIER,FOUNDATION OR SLAB Date: 10/25/22 HOLLOW COLUMN SOLID POST :,� oZ?. o• * �A N rrt�u,o� COLUMN UPLIFT CONNECTIONS 9 /A-1C 9 013763 �0 NE`N ,k 1 A•8 1 T-1 1/2" 16-6 1/2" J. 40'-11" 33'-6 1/2" ------------------------------------------------------------- --------- ' r------------- ---------------------------ter- 1 I v l ( I I p l i t I I I I 4 I �• I I ' •. I I I I .• I I I I •• I EX. U N EXCAVTED I I I I x 800 I I I I Iwz I • : I I � � I N I I I -- 1II I I p II----------------------------------------II i L WINDOW------------------------------------------------ I EX.BEAM&POST rV. -- d D. p - - —o- - - - - TO REMAIN I p. p p.. d. --------------------------y--------------J I ---------- ------------------------------------------ . I NEW BEAM UNDER I I I I co I •; i I THE FULL-HT WALL I I p I .p I i '. i � •• � ��g i i EX.Doolh I I i I I �. I � '• I �i� � � :' � i t I I ' I I I ------------------------� ---------------- —I ui X °'� I I a • I I I I I " I �N I I I ' . i— a0 I +-2A/4" 6'-41/2" V-101/2"+ ui W +w w I I UP I 0° I i `n w I I I v ! HSS 4"X4"X1/4"STANDARD WEIGHT/ EXISTING D . .. I I I I I i i i I M z STEEL COLUMN UNFINISHED BASEMENT/ I I .• L+-i- I - - - _ ^O x� I 36"X36"X16"FOOTING(6)#5 BARS BOTH STORAGE L----- --' J o i WAYS TOP&BOTTOM EX.DOOR I I L-----------------� I z 00 I INSTALL 11"XI/4"STL.PLATE VI I I I I I I BOLTED ON ONE SIDE OF EX. I I I EX.12X12 BEAM BEAM A TO REMAIN -O- - - - - - - -O- - - - - - --A--- - - - - - I 'p I I I ', I I : . EX BEAM&POSTS _ _ _ I q I i l o l �— --� — .— .— .— . LE 0-- - O- - ' TO REMAIN0EXISTING EXISTING §Iw (I_w -J ' RELOCATE-►IUNEXCAVTED I ' ; STORAGE _>J �g �•g � Ex.Ducr L u~i Xai w STING F.J. MATCH I I vl' cl` O i I SIX m X r?.X z I I I C, I k�. +W I I I I ( ( -O EXISTING I I I �• I I � � o STORAGE/ NEW BEAM UNDER -NEW BEAMS UNDER THE z UTILITY THE FULL-HT WALL NEW ELEC.FIREPLACE. ui tr .. I Ex CORE DRILL&EPDXY#5 I I I i I I E REBAR @ 12"O.C.WHERE WINDOWS TO BE FILLED UP NEW&EXIST.WALLS ALIGN. I I I I I I I I I I WITH MASONRY(TYP.) (Ty, ) I I (PATCH TO MATCH) P II I I r -- ---------T--- --------- —T---- ----------------------- ---- , OI I I I I I I +N �—REMOVE EXISTING I ; I EX. EX. I p I I I I I ` \ N_.... ' FOUNDATION WILLS i L- --- WINDOW -------------------------- ---' ------- WINDOW -----� - - I I --- -----p------------------------------>------ ----- I I I I I r I +/-12'-0" L-2'-2" -� �- +/-11'-10 3/4" EX.WIN.WELL TO \• •/ I I i I I V-9 1/4" 2'-2"- - I _ ---r---------- ----I t_ ( L----- 1MNDOW EX. ( . ' I TOP OF PIER i I 3'-0"ABOVE FINISHED REMAIN(TYR) I p , 4" B ON GRADE I STOOP ELEVATION(TYP) -- - - _ - v I p .. .. .' ., '.• . + .p. � . .. 6X6-�N2.OXW2 0 OVER I - 'ri I I ----- -----�- __J 15MIL.VAPORBARRIEROVER °� 0 r I i -- ------ --- T �6'COMPACTED(MIN 1/2"CLEAN rn V I I SAND WITH 3500 PSI CONCRETE v? a I I I I I I I zo r----------------------7 I I I I I I !---------------------- ' ' i 4 :• 1 I I I :' I •„ , I I 'D 8" -1'-6"-+ 11'-5" '8"+-2'-2"-+ 25'-2" ----------------- ----- $,• I --------- ----- -----------------------------------r-- p p I I z I---------- TOP OF FOUNDATION - --------------------- ) ) STEPPED FOOTING DETAIL ¢ I TYPICAL FOUNDATION CONSTRUCTION: I � r -� D r 1 I I �1/4"BELOW FINISHED 1ST FLOOR I 4"SLAB ON GRADE I I (NOTE: (SEE DETAIL 5-A.2) i I I I I •(2)2X6 TREATED SILL PLATE @ TOP OF FOUNDATION WALL(DOUGLAS FIR TOP PLATE, 6X6-W2.OXW2.0 OVER THE FINISHED STOOP LEVEL IS 1.5" I • I TREATED BOTTOM PLATE). I I I ) VAPOR BARRIER OVER BELOW FINISHED 1ST F I q 15 MIL.V STEPPED FOOTING DETAIL 4„ , � FLOOR, 6"COMPACTED(MIN 1/2"CLEAN I ;8„r --SFi5'41i2`'S'A 2) y8" '38" 7-6 1/2" —T-3"—+ "' 10'-8" I- 8" I -THE STOOP HAS 1/4"oVEg_t2 27,_0' I 1,0- I •SILL SEALER&TERMITE SHIELD BETWEEN WOOD SILL&TOP OF FOUNDATION WALL. I SAND WITH 3500 PSI CONCRETE ITI" -2"-THICK BLUESTONE OVER CONC. •15"X 5/8"DIA.ANCHOR BOLTS W/3"SQUARE WASHERS,@ 34"O.C. MAX SPACING, 12" I I I I I I I t STOOP) I I MAX FROM CORNERS. _______________ _________ _____ _____________________________ L x I I p OF WALL&(1)#5 VERTICAL REBAR @ ALL CORNERS. PITCH 114" d v •8"P.C. FOUNDATION WALL REINFORCED W/ 1 #5 HORIZONTAL REBAR @ TOP&MIDDLE L ---— I tz I I I •P.C. FOUNDATION WALLS TO KEY INTO 16"WIDE X 8"DEEP P.C. FOOTING.BOTTOM OF I a I I I ( FOOTING TO BE 36"BELOW GRADE. REINFORCE FOOTING W/(2) HORIZONTAL#5 REBAR, i I I I ( 3"FROM BOTTOM. ' I I I I I •CONC.WASH @ TOP OF EXTERIOR SIDE OF FOOTING. •4"DIAM.PERFORATED DRAIN TILE WRAPPED WITH FILTER FABRIC @ OUTSIDE c —_.--------------J I I p ( PERIMETER OF FOOTING, PIPED TO DRYWELL. •4"P.C.STOOP SLAB(PITCHED AS NOTED), OVER 6 MIL POLYETHYLENE VAPOR BARRIER, co NA-8/ I I OVER MIN.6"OF GRAVEL FILL,OVER VIRGIN SOIL. I I NEW RETAINING WALL(SEE I -- DETAIL 7-A.2) �[ 'I 'I I L-------`-- TOP OF WALL I t �� Y • I � I I U I •, a rj'', I (-- 4"SLAB ON GRADE I µ I I #6 BARS @ 12"O.C. I a 6X6-W2.OXW2.00VER I r Q I 15 MIL.VAPOR BARRIER OVER I (Lw BARS) �6"COMPACTED(MIN 1/2"CLEAN IIII #5 @ 18"O.C. I SAND WITH 3500 PSI NCRETE I #7 BARS @ 12"O.C. PROPOSED ALTERATIONS I I #4 @ 24"O.C. (O BARS) 1"-11/2"CRUSHED KIRBY RESIDENCE I I WALL LEGEND 3"MIN.C.C.(TYP) J STONE 20692 MAIN ROAD ___ _ I x' �V ' ' MATTITUCK, NY 11�952 • `------- EXIST.WALL TO BE DEMOLISHED I I 12'-3 1/2" 16'-1J2" 1'-0"+ 4'-9 1/2" 12'-0" J 28'-0" EXIST.WALL TO REMAIN a �. ... h L SELECT SCTM#1000-108-03-008.008 5,_a. 5.�.. PROP.UNIFORM CONC.WALL,OVER VIRGIN SOIL •`';,',<<. (TYP) ': •. COMPACTED BASEMENT & FOUNDATION PLAN, Cr GRANULAR 2 PROP 2X4 DOUG FIR INTERIOR WALL,16"STUDS iv <I BACKFILL , FOUNDATION DETAILS 0 O.C.-1/2"GYP.BOARD BOTH SIDES P 4 1"''F';' PROP.2X6 DOUG FIR EXTERIOR WALL,16"STUDS 0 O.C.-1/2"GYP.BOARD INTERIOR SHEATHING-1/2" BASEMENT & FOUNDATION PLAN CDX PLYWOOD EXTERIOR SHEATHING FILTER FABRIC ® 2"NATURAL STONE VANEER TO BE SELECTED BY `'' �-2 SCALE: 114" = V-0" OWNER/ARCHITECT #7 @ 12"O.C. HOOKED DOWELS 1. 02121 20 2 3 FILE TO BUILDING DEPT. 4"DIA.PVC WEEP O BAR/HOOKED Q 2. 04/122023 DOB RESUBMISSION PER COMMENTS HOLE @ 8'O.C. DOWEL 35"MIN. 2 SPLICE LENGTH SELECT COMPACTED CONCRETE WATERPROOFING 1-#4 EACH STEP KEYED CONCRETE " �•'`- 1'-a'L°'p(TYP.) ENTRY WALL LAB OVER GRANULAR BACKFILL MEMBRANE PER SPECS` #5 BARS(TYP) FOUNDATION WALL ra"(TYP) 2'-0 MIN „ti•u.r -s! ' ' # "O.C. 20"MIN.SPLICE (D BARS) ` DRAINAGE MATAPPLIED . 3"MIN.C.C.(TYP) 6-#6 CONTINUOUS SPLICE :•v::,:• OVER WATERPROOFING. .'.•...`.,..• . f :.:....,... '' .',: :;�'. ' TOP OF FOOTING (Lb BARS) ,.. 'r::. ::.::.....•....,... ";::.:.. :..,':•:::, .:'r::.:'::.:: #4 BARS @12"O.C. CONTINUE OVER TOP OF :'••• e ': . f OUTSIDE CORNER FOOTING(GRAVEL FILL W/ f.•-••••'.'•!-••••'. .••• •�'•. ••••= •.•:.••••'•. REINFORCING TO MATCH *- NOTE 3 + s HORIZONTAL BARS(TYP.)_.:;._. FILTER FABRIC MAY BE USED t::'.::•:t.:.:.:•:t:'..:;.•.:......•.:...:':t;, : • ....:'•: .:.•: i.,. � ..,;_ �.` IN PLACE OF MAT) p00 't �' ':� ai' :•�: i::.t;: ,'.,yr: +.•: . ,. p 000 • Q = ::'�:c.>,:a::' ;:: .:'' b (1)#5BAR "::a::• ;:.:" .. . :....:...< BOTTOM OF FOOTING SLOPE W/MORTAR OR I I • L' NONBIODEGRADABLE m i.• 'V •t.•' f. - - - #4 BARS 18"iO.C.IIIII II II IIII_ •t CANTST RIP@ - .s 'r• z E D T TO - A PROTECT P OF TILE - - P II I_I — III-IIII I I. Drawn•.:� R R a b LA xx t0 C Y BARS R FABRIC #4 B CONT INUOUS �z WI FILTER - TYPI CAL ti :':"•:,.:: .:' :;: FOUNDATION WALL • Wo w1 IIIII-IIIII-IIIII= y \ �RHOcF j Project No. 222031 UNDISTURBED SOIL P. •` P M9 Scale: AS NOTED REBAR PER N 6x6- r- ) -IIIII-IIIII=IIII s "'"' SHEAR KEY �a�c::, a r-a 3 0° �C/ 2 t7 IIIII IIIII FOUNDATION DETAILS • • " :: '� Date: 10/25/22 ` IIII =IIIII=IIIII-IIIII s. L Ta L ,a► -� W646 -IIIII=IIIII=IIIII=y FOUNDATION WALL * ■_ 1'—O� NOTES: _ 4"MIN,DIA.PERFORATED DRAIN PIPE ;!:.:�'.•: •ALL CONCRETE TO HAVE 4,000 PSI COMPRESSIVE STRENGTH @ 28 DAYS N� LEADS TO DRYWELL 2- 4 CON T. NOTE:INVERT OF TILE SHOULD NOT BE # -ALL STEEL REINFORCING BARS TO BE GRADE 60 013763 �O ABOVE SLAB ELEVATION. ` TYPICAL CONCRETE RETAINING WALL NE� TYR FDPI.WATERPROOFING & DRAINAGE CORNER BAR DETAIL 3 CONCRETE STAIR DETAIL STEPPED FOOTING DETAIL TYR CONCRETE SLAB AT FRONT STOOP (NTS) 2 (NTS) NTS 47 (NTS) SCALE: 3/4"=V-0" 6 DETAIL 1 A•8 r----------------------------- I j I EXISTING BONUS ROOM I I I SHALL BE LEGALIZED I I UNDER SEPARATE PERMIT - 23'3 3/4" 1U-4 1/4" I I 16'-101/2" I EXISTING I A I REPLACE EX. NEW(2)3'-2"X4'-9" CL. i I O O WINDOW(TEMPERED DOUBLE HUNG_MODIFY EX.OPENING FOR I �-- - -- � GLASS) EGRESS WINDOW A T--- - --.- ---------------------- _-_-_-_---__-__-_-_-_-----------� ,_ "X2'-6"TEMPERED - -____-- j I CASEMENT WINDOW - - - - - - EXIST.SKYLIGHT— _� •"- x,_�. II; - 1 TO REMAIN(TYP.) I O , EXISTING CL I .1 I � � EXISTING � EXISTING CL. -- - - - I I 4 1/2" —NEW DECORATIVE BEAM— — — — — — O I l i SHOWER NEW1,0:; + -s-- 4 I I BATH a W v - ------- - \ ` �- NEW FULL- X f// ALTERED I i SHOWER rn LINE OF EXTERIOR HEIGHT WALL W BATHROOM - c� ff , WALL BELOW ff ® XTURES SHALL BE RALL THE EPLACED I NEW 4 W.LC• _ S/C NEW II -------------------------------------EX RIDGE TOREMIAN i ,-ram BATH w NT_ __. __ ___ —_$ _ g ---- r --- o EXISTING w a —�-- —I-- I $n w• Q �ja I W CL. x +s uj W 6 co I W �yj I I p)• W �•. LJJ g W N' Cal ml i `7I., / 2'4nX6'8n aW'SC� W JI JI jI I I �- __'W Win S J� TRIMMED OPENING g I uJ EXISTING I-z I w BONUS ROOM �I c� <I I i Z• EX.DOOR EX.DOOR O I K �I � w �z�i I REMOVE EXIST. I , 1 \ NEW DECORATIVE BEAM L z, W' SKYLIGHT X W o — .— .— ,— •— NEW 2 13/4_'X11 114"LVL BEAM NEW(2 1-3/4"X11 114"LVL BEAM i I S/C —T BEDROOM ISTING ��L!u 1 V EX.2X10 R.R. I r / \ -----1- I #3 TE REMAIN EX.2X10 R.R. i \ _ EXISTING TE REMAIN , I I v`� Ip �c, I I j �,t� I ' �� I r—) BEDROOM I REMOVE EXIST.SKYLIGHT&INSTALL-► I o Q o I JP o I CC+, , I \ v _ I �, X O \jL I I I / IQ I �O I I % To REMAIN v #2 EX.2X10 R.R. I (TYP.PA CH TO MLVL RAFTER TO AACHTCH EXISTING i i ��, WI� \ll�� ti1�j �Im i \l�4, 1 _b I TO REMAINUS 1 I z o l EW DORMERS W O I --�- EXISTING o I 1 NEW CRICKET I________I_, rr \ '" zo I gG I r-------- ' w I I ! PITCH 4:12 �- I LU NEW 2X8 RR. .� _ NEW 2X8 R.R. I I NEW 2X8 R.R. NEW 2X8 R.R! 16"O.C. EXIST.SKYLIGHT O�16"O.C. �16"O.C. I\ I / B / — — TO REMAIN(TYP.) 1 __ __ WIN.HDR NEW(2)2X8 BEAM F _ I 1 NEW WALL� FRONT PORCH SCHEDULE(TYP.) UNDER THE WALL W N.HDR hER ffEf(2AM SCHEDULE TYP.) LL------------ ----------- EXISTING v 177 ------------- --------------- ------------- ---^-- --- ----- �--------------— CL. EX.DOOR o> POST TO FOUNDATIO / -----, SEE 1STFLOOR PLAN FOR SIZES J l i E STING I i i-�., L i------ _ ou WIN.HDR PER I -' L we 8 SCHEDULE(TYP.) -�J I NEW WIN.HDR PER I 1 ------ - _ :�. I NEW WIN.HDR PER EX.DOOR , / ? - - -- - - - 3 tO - - - - - NEW 3'2"X4'9" -- NEW 3'-2"X4'-9" -- NEW 3'-2"X4'-9" DOUBLE HUNG DOUBLE HUNG - - - I I SCHEDULE(TYP) SCHEDULE(TYP) 1 ! z EX.ROOF OVERHANG TO DOUBLE HUNG REMAIN UNLESS OTHERWISE EGRESS WINDOW EGRESS WINDOW EGRESS WINDOW NEW 3'-2"X4'-9" / NOTEDI ON THE FLOOR PLANS _ - - -- - DOUBLE HUNG -- -- -- NEW3'-2"X4.9" 19-11 12 + 6'-51/2"� 1 O I O O DOUBLE HUNG -- 13'6" 10'-4 1/2" 6 8„_ + A A EGRESS WINDOW EGRESS WINDOW SEE 1ST FLOOR PLAN 6'-7 1/4" 1V-4 3/4" OO I I FOR POST SIZES 19-11/4" + 12' 4" .. EXTERIOR WINDOWS&DOORS TO BE FABRICATED WITH THE FOLLOWING: •MODIFY THE HEADERS OF EGRESS WINDOWS TO MAINTAIN 2'-0"WINDOWSILL. •RESIZED OR REFRAMED WINDOWS SHALL BE HURRICANE RESISTANT OR PLYWOOD PANELS WILL NEED TO BE SUPPLIED ON SITE FOR THOSE WINDOWS.SEE"STRUCTURAL WOOD PANELS OF WINDOWS"14/A•1c FOR MORE DETAILS. •WOOD WINDOWS W/EXTRUDED ALUMINUM CLADDING,COLOR TO BE DETERMINED •INTERIOR WOOD TO BE FACTORY PRIMED 1 •CLEAR,LOWLE GLASS,INSULATING GLASS W/ARGON •SIMULATED DIVIDED LITES-GRILLE PATTERNS AS INDICATED ON ELEVATIONS A•8 •TEMPERED GLASS WHERE INDICATED OR REQUIRED BY CODE •INSECT SCREENS ATALL OPERABLE UNITS •SATIN NICKEL HARDWARE ON DOORS •HARDWARE FINISH+T.B.D. - ".W.W...., •REFER TO BUILDING ELEVATIONS FOR WINDOW HANDING CONN.4. TRACTOR SHALL VARIFY THE SIZES AND EGRESS DIMENSIONS BY THE SELECTED MANUFACTURER. A. •WINDOWS U FACTOR SHALL BE EQUAL TO OR LESS THAN 0.32&SHGC SHOULD BE EQUAL TO OR LESS THAN 0.40. •SEE WINDOW SIZES OF ATTIC FROM ELEVATIONS. •MANUFACTURER TO PROVIDE SHOP DRAWINGS PRIOR TO FABRICATION i OMODIFICATION TO HEADER AND FRAME IS REQUIRED AT NEW&REFRAMED OPENINGS PROPOSED ALTERATIONS O REPLACE EXISTING WINDOWS EXISTING OPENINGS KI R BY RESIDENCE B VERIFY SIZES INFIELD(TYP.) 20692 MAIN ROAD, MATTITUCK, NY 11952 ' SCTM#1000-108-03-008.008 2 A•8 2ND FLOOR PLAN 2 SECOND FLOOR PLAN 1. 02/21/2023 FILE TO BUILDING I 2 2. 04/12/2023 DOB RESUBMISSION WALL LEGEND EXIST.WALL TO BE DEMOLISHED • EXIST.WALL TO REMAIN - PROP.UNIFORM CONC.WALL,OVER VIRGIN SOIL (TYP) PROP.2X4 DOUG FIR INTERIOR WALL,16"STUDS O.C.-112"GYP.BOARD @ BOTH SIDES(TYP) PROP.2X6 DOUG FIR EXTERIOR WALL,16"STUDS O.C.-1/2"GYP.BOARD INTERIOR SHEATHING-1/2" CDX PLYWOOD EXTERIOR SHEATHING ® tOWNER/ 2"NATURAL STONE VANEER TO BE SELECTED BY ED ARC, Draw ARCHITECT R HOFF�y�� Proje Scale Date: "9 013763 NE`N r — — — — — — — — — — — — — — — — — — — I I I I I I EXISTING BONUS ROOM i SHALL BE LEGALIZED UNDER SEPARATE PERMIT I - I I I I I I I EXISTING I J CL. ( EXISTING EXISTING I CL. It CL. EXISTING `i 1 I i �- BEDROOM S - I I #4 S V I �� I EXISTING LIGHT FIXTURES& Q--.� NEW I ,� RECEPTACLES TO REMAIN Q / BATH I "ram ALTERED 1 f ��. � ; ; , BATHROOM ± , 1 I EXISTING LIGHT FIXTURES 8 1 RECEPTACLES TO REMAIN i I NEW I _ W.I.C. LG NEW BATH EXISTING ICL. I I I % i I EXISTING LIGHT FIXTURES 8 �� S/C RECEPTACLES TO REMAIN I It EXISTING BONUS ROOM EXISTING ' I 1 BEDROOM EXISTING FLAT I ^ ^ #3 + CEILING ---- I / / EXISTING LIGHT FIXTURES&� I j I I \ I \ RECEPTACLES TO REMAIN EXISTING I BEDROOM I I #2 I I EXISTING LIGHT FIXTURES RECEPTACLES TO REMAIN I EXISTING EXISTING LIGHT FIXTURES& I 1 CL. RECEPTACLES TO REMAIN , 1 I � 1 Is f / b-_ -�-d I I EXISTING — CL. Irl — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I I I I I E STING I I 2 2ND FLOOR POWER & LIGHTING PLAN A•5 SCALE:3/16"= 1'-0" EX,SKYLIGHT TO REMAIN ---------_'Dw GFCI � G s GFCI / I CONNECT EX.EXTERIOR LIGHT FIXTURE TO NEW c C SWITCHES(TIP) ^ KITCHEN ! i 1 / 1 ! , dp 1 GFI i ISFq 1 ;$ I I I �PER FYLOC 1 , , ,FIELD LOCATInN IN TVOUTLO 3 / 1 I FIELD ( VERIFY LOCATION IN -/ NEW GLASS SHELF I 1-----� I I I I FIELD --.----- I I , C 1 1 I C I APOVE I ,I f-1�-I I ^ I 1 I ^ I 1 ��i --® DECORATIVE BEAMS(�LIVING ROOM WI PROP 1 1 I 1 ' 1 - WOODENCLOSURE.MIN 6"WIDE(TYP.) 1 II _ , zzo AMp uNe 1 I I j ' + ,. P�ROR I I I ;,— I, FOR OVEN _\V , i I ; TV ROOM PROP. I I I --`--i 3 ��` ---- L—__-- BFCI a -- v (-----� DINING ROOM � 1 = ,� ilGr L----� I( i V i i I QA I i ; PROP. h----- W.I.C. ., -----1 I 1 , BATH I r 5 ALTER�b 1— -- III � I I � I + ' r--� BAT �.R,` /;� d ;G LIGHTING & ELECTRICAL LEGEND 1 i ii I JB I i/ -- i i SYM. DESCRIPTION MAKE/MODEL NOTES _ ),,( �..cJB D ZINSTALLSHIPLAPO ` EXIST.FLAT CEiurlG� / / s/c - ► ! O 4"ROUND LED DOWNLIGHT JUNO LIGHTING F. _ ------------ _ 1 ! JSF SERIES FLAT CLG / -' -e- -� - 1 LTA ERED 1 iVfDlaaC71aF--� 0 I OO © O O! / O� 4"ROUND LED DOWNLIGHT SHOWER JUNO 4RLD TRIM O4"ADJUSTABLE SQUARE FLUSH xi JUNO 440SQ EXISTING DOWNLIGHT Lu RIMARY F ! EXISTING PROP. a 1 PROP, I PROP. ' GARAGE —CL PROP. j I GFCII wl CL. i LIVING ROOM li j 3 - / BATH PLUGMOLD,UNDER CABINET LIGHTING, WIREMOLD WH20GB506TR10R SIMILAR LAUNDRY ------- ._z ss� SURFACE TRACK(OR 2'&4'LONG),WHITE, STEEL,PREWRED PLUGMOLD,TAMPER- i L — 1- v 6 v I INSTALLED IN RECESSED BOTTOMS OF RESISTANT,LENGTH:5 FT.COLOR WHITE. s EXISTING LIGHT FIXTURES 8� f — -i- EXISTING 1 UPPER CABINETS,AT THE LEADING EDGE, OUTLETS(6")O/C:TOTAL OUTLETS.(8)15A, RECEPTACLES TO REMAIN 1 p _; V�-F" LEr PRIMARY FACING DOWN. 125V:SINGLE CIRCUIT,SINGLE OUTLETS. ELECT.AS REO I E LOCATION IN BEDROOM O I s NEW DORMERS WASHER&DRY E I GFCI 1 , #1 JB CEILING JUNCTION BOX FOR CEILING FIXTURE OR FAN FBO. FAN CONTROL FBO. PROPOSED ALTERATIONS 1 I I 1 EXISTING LIGHT FIXTURES& DECORATIVE LIGHT FIXTURE OR FAN ASJIR KI R BY RESIDENCE s L — }, I ; VOurLET RECEPTACLES TO REMAIN ELDV LOCATION IN NOTED 20692 MAIN ROAD, ------------------------ -- - 1� N�N WALL-MOUNTED JUNCTION BOX FOR WALL FIXTURE FBO. • MATTITUCK, NY 11952 17'I EXTERIOR OR INTERIOR SCONCE OR WALL LIGHT. SCTM#1000-108-03-008.008 ---____ GFCI 1- �r'- �� ! - -- -__-__ ----- - I \I IJ DUPLEX NOTED.RECEPTACLE,GFI PROTECTED LEVITON DECORA COLOR PER OWNER POWER & LIGHTING PLANS, LIGHTING & ELEC. LEGEND ROCKER SWITCH,ILLUMINATED WHERE COLOR PER OWNER INDICATED(OR WHERE SERVING A LEVITON DECORA -AZEKT&G v- LOCATION THAT IS NOT VISIBLE FROM THE GROOVE CEILING @ ENTRY PORCH—► LOCATION OF THE SWITCH),DIM AS NOTED. 3 ROCKER SWITCH,3 WAY(OR 4 WAY AS LEVITON DECORA NOTED) COLOR PER OWNER 1. 02/21/2023 FILE TO BUILDING DEPT. Q2. 04/12/2023 DOB RESUBMISSION PER COMMENTS BATHROOM EXHAUST FAN TO EXTERIOR, BROAN ULTRA-SILENT FAN, DUCTED TO EXTERIOR I j e 200 CFM RATING OR EQUAL • COMBINATION SMOKE&CARBON CODE COMPLIANT LINE VOLTAGE IF ANY ADDITIONAL SIC MONOXIDE DETECTOR. SMOKE&CO2 DETECTOR DETECTORS ARE NEEDED. OHEAT DETECTOR. CODE COMPLIANT LINE VOLTAGE HEAT IF ANY ADDITIONAL H DETECTOR DETECTORS ARE NEEDED. ETHERNET DATA WALL JACK,HEIGHT& WHITE W/WHITE LOCATION AS DIRECTED BY OWNER. FRAME ��RED A&C Drawn by LA �5 R Hop Project No. 222031 HEM WALL JACK,HEIGHT&LOCATION WHITE W/WHITE C� P� FM AS DIRECTED BY OWNER FRAME / IV Scale: AS NOTED D ate: 10/25/22 NEW COLUMNS I � ALL ELECTRIC TO BE INSTALLED PER N.E.C. rT� 1ST FLOOR POWER & LIGHTING PLAN NOTES: '9 013763 0� ALL ELECTRIC TO BE INSTALLED ABOVE THE BASE FLOOD ELEVATION. �y A PROVIDE WHOLE HOUSE VENTILATOR IN ATTIC,WITH SIDE-WALL LOWERS FOR ATTIC FAN AND INSULATED LOWERS NE A•5 SCALE:3/16"= 1'-0" IN HALLWAY CEILING.CONTROLS AS DIRECTED BY OWNER. ALL FIXTURES IN INSULATED CAVITIES TO BE IC-RATED NOT LESS THAN 90%OF THE FIXTURES TO BE HIGH EFFICACY LAMPS. EX.ROOF RIDGE INSTALL ICE&WATERSHIELD MEMBRANE NEW 2X4 WALL PROJECTION @GABLE 5/4 X 6 AZEK RAKE TRIM END OF FRONT ELEVATION(TYP.) AT ALL VALLEYS AND EAVES-) MIN.2'-0"@EACH DIRECTION(TYP.) � (TYP) 2"GABLE CROWN(TYP) 5/4 X 4 AZEK RAKE TRIM @ -� 5/4 X 6 AZEK RAKE TRIM(TYP) — - - DORMERS METAL FLASHING AT ALL ROOF/ ! 5/44 X 5 AZEK FLAT CASINGS @ EXIST.CLG.@ BONUS ROOM -- WALL INTERSECTIONS(TYR) DORMERS am 5/4 X 8 AZEK FRIEZE BOARD OVERIf LEI; w 5/4 X 10 AZEK FRIEZE BOARD OVER _-_�o� ._ —-- --ASPHALT C T �s - - tow -- —�2'8"DIA.TEMP. -- -FIXED WINDOW - _ SHINGLE AT THIS 5/4 X 5 AZEK FLAT CASINGS @ -- a '�"- -- _- ROOF PLANE ONLY En -- _------ --------._�. T� _ —... �n=O— _z 8'DIA TEMP. @WINDOWS(TYP.) - - -------- ------ __-____------- DOOR �- ""-T-Y _ _ _ r. --rl ---� NEW ------- ------------- _ - �.---�-��_ ROOF RIDGE_@ NEW DORMERS -�-r-12'\ _/_Ti 18'-1"ABOVE1STFINISHEDFLOOR - - - - - - - - - - - - - - - - = - - - - -- - .�- -, -_ _-*- -� - -w- - _ - - Z - - = 2 - - - - - - - - - - - - - ` - U.O.N.) - NEW CRICKET- . NEW PORCH - — i- 4:12 PITCH - — EX.ATTIC LEVEL-@.13EDROOM WING_ — - - _i - ; - --- \ S 1 T U.O.N.) g�`. - FIXED WINDOW ' \- _ :�FIXED WINDOW 514 X 8 AZEK FRIEZE BOARD OVER Ll 11 (TYP.) � CL)2X8Di DIAGONAL S, -r-'-'I _ __,__..__._.____._,{_.. _ E _.....---_...,.._.__.._. -- POST&BEAM_ SIZE PER PLAN NEW GUTTERS&LEADERS EX 2ND FLOOR ELEVATION PIPED To NEW DRYwELL(TYP) .I I I t l I I I I ----->t _ BOTTOM OF PORCH BEAM — _.......__ I I I I t I I .__...,..,_____.._...._... _...-_._.__..__. --------. I I I I I I I _.............. +T-2 3/4" IF-il • �, ....,.. I y I M rF � ..ye+IFa9ns ePmY->•.w'M• I - I I -x. .,.. - —....-.......--__,......._....,- � _.._.._•—_,._.,,..._.......,..... � L �P2"BLUESTONE CAP „ PATIO - ..._____._... ') �6"fltGtiGtlARDRPJL'PER CODE !� EX. 1ST FLOOR ELEVATION _ "- - - - - - - - --- - - - - - - - - - - - -- - - -- - - -- - - - - - - - - - - - EOF4� s r" � bi — 1 BALUSTER SPACING SHALL-NC} ! # i 0'-0 (DATUM) - - - --- - — - - - - -- �. .__..-._ m yr SPHERE{TYP.) NEW FINISHED PORCH ELEVATION �.. �. - .- .� .� i Iui I- - - - - - - _ - - _ - - - ` ` " mot"�' L - - - - - - - - - I NEW 2"STONE VENEER TO WRAPAROUND PROP,GRADE I I WIN. WIN, rJ I I II - - - - - - - - .- - - - - - - -I -NEW STOOP&PORCH PIERS(TYP.) I I EXISTING I i - - - - - �.. - .� - .� ... .r. GIBE w GRADE I I I � I III L - - - - - - - - - - - - - -'1 L - I I I I I STEP FOOTING @ 1:2 MAX(TYP). � I SEE BASEMENT&FOUNDATION PLAN - L - L - - - -I— - TI FOR SIZE&DEPTH OF FOOTINGS- - - - - - -I T- - - - - - - - - - - - - - - - - -i- - - - - - - - - � - - -I L- - - - - - - -I- - -II-- - - - - - - - - - - - - - - L - - I- - - - - - - - - - - - - - -I - - -I- - - - - - - - - - -1 1- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� ALIGN SOUTH-EAST ELEVATION A'6 SCALE:1/4" = 1'-(" —i— I E L -- EXIST.ASPHALT SHINGLE TO REMAIN (n'P•) NEW FRONT PORCH - (SEE SOUTH EAST ELEVATION - FOR MORE DETAIL) ft ' T� .__a.. .�ws.._,e: PROPOSED ALTERATIONS : `- KIRBY RESIDENCE -� 20692 MAIN ROAD, - __.b___.�_W • MATTITUCK, NY 11952 SCTM#1000-108-03-008.008 EX.WOOD DECK&RAILING - - ELEVATIONS TO REMAIN(TYP.) ""' ""'" 36"HIGH GUARD RAIL PER CODE.BALUSTER PACING SHALL NOT ALLOW PASSAGE OF 4" DIA SPHERE(TYP.) - ALIGN 11111 Hit EXISTGARAGE DOOR EXISTGARl,GE DOOR III TO REMAIN(TYP� O REMAN(TYR) � 1. 02212023 FILE TO BUILDING DEPT. - '"�iK '. I I I ii I I I 41 I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FI - - - - - - 1� Drawn by LA C— t— — — — — — — — — \5� R Ho�F d Project No. 222031 I I i I I � — � � — — — — — — — — — — — -� ��C� P Mq2 �`�� Date: AS 10/25/22D �, I I I I — � i-- - - - - - - -1- -1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - J- ALIGN N� zi'cu ex 013763 2 SOUTH-WEST ELEVATION NE`N A•6 SCALE: 1/4" = V-0" EXIST.CIMNEY TO REMAIN(TYP.) _. _.... -. .. -. METAL FLASHING AT ALL ROOF/ WALL INTERSECTIONS(TYR) r- - . ................ _ _ __......_...__.._ � - EXIST.SKYLIGHT TO --' - ---� - REMAIN(TYP.) -I / SHINGLE TO REMAIN (ryP) i DOOR __........ -._,.....__.--..-...___._.. I LJ - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -. _. _ I l � t � ill EX. ,..-. .WIN. � I r - -J F- ri r) r) r - - i— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — — — — — — — — — — NORTH-WEST ELEVATION A•7 SCALE:114" = V-0" Or pkql -r —.— EXIST.ASP HALT REMAIN -z r----' g MP) —-1 -� METAL FLASHING AT ALL ROOF/ t" NEWFRONTPORCH WALL INTERSECTIONS(TYP,) (SEE S(XUTH-EAST ELEVATION FOR MORE DETAIL) 011- ..��,�e��� .--•--'^_^',.... `_` - � —. ' P � %�t✓ �+1�{,a a a.9t. ll _ PROPOSED ALTERATIONS KI R BY RESIDENCE _.. _. 20692 MAIN ROAD, MATTITUCK, NY 11952 SCTM#1000-108-03-008.008 ® EX.WOOD DECK&RAILING ELEVATIONS TO REMAIN(TYP-) 1 1. 02/21/2023 FILE TO BUILDING DEPT. I ,; •; EX. EX. WIN. DOOR I 1 --------------- I I I I I I I �FtED ARC Drawn by LA R HOFF y�T Project No. 222031 L — J — — — — — — — — — — � I I �,� P� vti �� Scale: AS NOTED L -IL — — — — — — — — —7J v ,` Date: 10/25/22 , � 1 L — — — — — — — — — 1— �— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J t�A ALIGN '9 013763 yO� 2 NORTH-EAST ELEVATION NEB' /q•7 SCALE:1/4" = V-0" TYPICAL EXISTING FLOOR TYPICAL NEW ROOF CONSTRUCTION (a DORMERS CONSTRUCTION: (R-38): - •REFINISH EX. HARDWOOD FLOOR @ LIVING ROOM -ARCHITECTURAL GRADE,ASPHALT ROOFING SHINGLES(GAF TIMBERLINE HD) •LVT FLOORING @ BEDROOMS AND 2ND FLOOR OVER 2'-0" (FINISH COLOR TO BE SELECTED BY OWNER) •FIBER-REINFORCED,30#FELT APPROVED BY ROOFING MANUFACTURER •EX. FLOOR JOIST&CAVITY INSULATION TO REMAIN •CONTINUOUS"ICE&WATER SHIELD"24"UP EACH SIDE OF ALL VALLEYS, @ ICE&WATER SHIELD TYPICAL EXISTING FLOOR ALL ROOF OVERHANGS TO MIN.24"FROM INSIDE SURFACE OF BEARING& MEMBRANE FROM FASCIATO ENTIRE SURFACE OF ALL ROOFS W/3:12 PITCH OR LESS. POINT 2'-0"BEYOND INSIDE CONSTRUCTION @-WET AREAS •5/8"MIN. EXTERIOR GRADE CDX PLYWOOD SHEATHING FACE OF PLATE (INCLUDING LAUNDRY): •WOOD RAFTERS PER PLAN •PORCELAIN TILE FLOORING OVER MUD BASE •METAL HANGERS BY"SIMPSON"@ FLUSH CONNECTIONS TO BEAMS. •ROSIN PAPER OVER •R-38 MIN. CLOSE-CELL SPRAY FOAM INSULATION AT ROOF •3/4"T&G PLYWOOD SUBFLOOR GLUED&SCREWED 1X AZEK RAKES, FASCIA&SOFFIT BOARDS PER ELEVATION INSTALL ICE&WATER SHIEL ( ). FROM FASCIA TO A POINT 2'-0 TO FRAMING AS REQ. •ALUMINUM GUTTERS&LEADERS(COLOR TO MATCH TRIM/SIDING)-CONNECT BEYOND INSIDE FACE OF PLATE •EX- FLOOR JOIST&CAVITY INSULATION TO REMAIN TO DRYWELL(S) ROOFING SHINGLES PER 2X4'LOOKOUTS'ON FLAT LET -EX. GYP.BD-TO REMAIN BUILDING SECTIONS,EXTEND INTO VERGE RAFTER SPRAY-FOAM INSULATION ENTRY PORCH CONSTRUCTION: BEYOND RAKE TRIM PER ALONG ATTIC PERIMETER TO TYPICAL EXISTING EXTERIOR WALL •4"P.C. SLAB W/HAUNCHED EDGE,REINFORCED W/6X6#1010 WWM, OVER MANUFACTURER'S V-0"DEPTH MIN.6"OF WELL COMPACTED GRAVEL FILL,OVER VIRGIN SOIL(SLAB TO PITCH INSTRUCTIONS CONSTRUCTION (R-6.5): 1/4"PER FT.AWAY FROM HOUSE). PREFAB BAFFLES TO MAINTAIN PREFAB BAFFLES TO MAINTAIN •NEW VINYL SIDING, INSTALLED PER MANUFACTURER'S 1 CLEAR SPACE(TYP-) • HAUNCHED SLAB TO KEY INTO&BEAR ON 8"THICK P.C. FOUNDATION WALL 1"CLEAR SPACE(TYP.) INSTRUCTIONS OVER PER"TYPICAL FOUNDATION CONSTRUCTION". 2X BLOCKING BETWEEN •1"PLOYISO RIGID INSULATION(R 6.5) •LIMESTONE FLAG PAVING PORCH&STEPS,SET IN MORTAR BED W/1" COPPER FLASHING&DRIP RAFTERS&CEILING JOISTS •HOUSEWRAP BULLNOSE O.H. @ •EX.STUDS TO REMAIN : . NEE RISERS&EXPOSED:•:,.:.•:.:-; ': . OVERHANG ASPHALT ROOFING LIMESTONE FLAG VENEER R SIDES OF SLAB AND .CAVITY INSULATION TO REMAIN @ 2X6 BARGE RAFTER&BLOCKING SHINGLES PER MANUFACTURER'S FOUNDATION - •EX.GYP. BD. N WALL. INSTRUCTIONS INTERIOR TO BE PAINTED - •CEILING FINI SH S HP PER PLANS. 1XAZEK RAK E BOARD W/1/4"DR P AND RIP OVER- FLASHINGD ER NEW/ALTERED BA TOP OF FASCIA BOARD BATH ROOMS S RUN NING - PORCEL AIN TILE FL OORING OVER MUD BASE W/ WAINSCOTING - RIPPED 2X - TYPICAL PERPENDICULAR TO BUILDING - __ - - - CONTINUOUS SUB- — RADIANT HEATING TUBES NEW EXTERIOR WALL •GREEN BOA RD SHEATHING, ::• .. : -:. ::•.:. = APED&SPACKLE - 1"CONTINUOUS SOFFIT VENT W! : .•. , ,•.•. . .-. : _--' :::. ..::•:_:.=: ..: .::"-.. -' FASCIA T D 3 CONSTRUCTION (R 27): COATS •NEW VINYL SIDING, INSTALLED PER MANUFACTURER'S BLACK INSECT SCREENING 5"X 3-1/2 ALUMINUM •TILE FULL HEIGHT OVER CEMENT BOARD AT INSTRUCTIONS OVER GUTTER 514 X 6AZEK TRIM OVER CLOSE CELL SPRAY INSULATION SHOWER&TUB\—R-38 •HOUSEWRAP TREATED WOOD BLOCKING @ NEW DORMERS TILE&CHAIR RAIL TO 48"AT ALL OTHER WALLS WALL SHEATHING ROOF RAFTERS PER STRUCTURAL • 1/2"MIN. EXTERIOR GRADE PLYWOOD SHEATHING WALL.CLADDING PLAN 1 X 8 AZEK FASCIA W/1/4" ii •200 CFM EXHAUST FAN VENTED TO EXTERIOR •2X6 DOUG-FIR STUDS @ 16"O.C. DRIP t •GRANITE COUNTERTOP W/UNDER-MOUNT •R-27 FLASH&BATT INSULATION-2"THICK CLADDING PER BUILDING R-38 CLOSE CELL SPRAY INSULATION 1/2"AZEK FLAT SOFFIT PAIJEL I` LAVATORY CLOSED CELL SPRAY FOAM @INSIDE OF EXTERIOR COPPER FLASHING EXTENDS 8"UP SECTIONS @ NEW DORMERS SHOWER SHEATHING, R-13 STONE WOOL INSULATION BY"ROXUL"TO WALL 1"CONTINUOUS SOFFIT VENT W/ •LINEAR EDGE DRAIN FILL REST OF CAVITY. 00 BLACK INSECT SCREENING •TILED SOAP/SHAMPOO NICHE W/STONE LEDGE •5/8"OR 1/2"GYP. BD.(MATCH W/EXISTING GYP.BD.)@ CONTINUE ROOFING UNDERLAYMENT � - �, 8"MIN UP WALL(BENEATH HOUSE •SEPARATE VOLUME&TEMP CONTROLS INTERIOR, PAINTED _ WRAP) CONTINUE FLASHING 4"OVER ROOFING 5/4 X AZEK OR FIBER-CENEtT FRIEZE,DEPTHS SHINGLES AS NOTED ON ELEVATIONS. RABBETED BOTTEM �' TYPICAL FOUNDATION CONSTRUCTION: HEMMED EDGE EDGE TO RECEIVE SIDING,FUR OUT PROUD OF •SEE FOUNDATION PLAN. CAL INTERIOR WALL CONSTRUCTION: FACE OF WINDOW HEAD CASINGS, �: •2X4 DOUGLAS FIR STUDS AT 16"O.C. •FIBERGLASS SOUND ATTENUATING BATT INSULATION @ FINISH SIDING OVER WATER,QESISTIVE TYPICAL PORCH COLUMN CONSTRUCTION: NEW BATHROOM&LAUNDRY WALLS. / ROOF SHINGLES BARRIER PER BUILDING ELE/ATIONS& , •6X6 MCA POST FROM PORCH HEADER TO DECK GIRDER. •ALL NEW INTERIOR WALLS TO RECEIVE 1/2"GYP BD.TAPE& SECTIONS -ALL EXTERIOR WOOD TO BE PRESSURE TREATED(TYR) SPACKLE MIN. (2)COATS. . •POST TO CONNECT TO HEADER ABOVE&FOUNDATION •1/2"CEMENTITIOUS BOARD BEHIND TILE AREAS. BELOW W/GALV.STEEL"SIMPSON"CONNECTORS(SEE HOLD DOWN DETAILS). •5/4 AZEK SURROUND @ ALL FOUR SIDES. •PROVIDE CAP FLASHING BETWEEN COLUMN CAPITAL& BOTTOM OF FINISHED HEADER •2"BLUESTONE FLOORING r3'� TYPICAL WALL_ / ROOF FLASHING DETAIL 4 TYPICAL RAKE DETAIL TYPICAL EAVE DETAIL A.g SCALE: 1 1/2"= 1'4' A•$ SCALE: 1-1/2"= V-0" A•8 SCALE: 1-1/2" = T-0" / NOTE: EX. ROOF OVERHANGS TO REMAIN. REFER TO FLOOR PLANS FOR OVERHANG DEPTH OF NEW ROOFS. EXIST RIDGE&R R. �I 3 TO REMAIN a a. NEW R.R.PER PLAN ROOF BUILD-OVER •2X NAILER FASTENED TO EACH RAFTER -r BELOW W1(2)LEDGERLOCK SCREWS 4 •INSTALL RAFTER HANGERS AT UPPER METAL FLASHING ATALL ROOF/WALL _ ,-- - - o--EXISTC.JTOREMAIN—fl RAFTER-TO-NAILER CONNECTION --- INTERSECTIONS -_ —`-- Q--•-EXIST C J TO REMAIN—� ..,, SIMILAR TO 3/A.8 "k RAFTER.TO WALL CONNECTION/ -(� 11 � -'j = INSTALL SHIPLAP @ SIMILAR TO 16/A.1c �^ EXIST FLAT CEILING NEW BEAM PER PLAN �' EXIST DROPPED FLUSH BEAM CONNECTIOW ��' / NEW DECORATIVE BEAM BEAM TO REMAIN 5/4 X 6 AZEK RAKE TRIM(TYP) " SIMILARTO7/A.1c - � �. NEWDECORATIVE NEW R.R.PER PLAN �-__ - --�-r r-' �. F�_- _ BEAM(TYP.) '-� { EX.R.R.TO REMAIN M1�_�- ,- _ �� WAINSCOTINGCLG. t'r —T�� - - - - REMOVE PORTION OF ROOF OVERHANG& i a - -`-* -�, .� _ NEW FULL- C.J.@NEW FRONT PORCH J � A�. �! � �:i�5 U.Ai� EXIST.C.J.TO REMAIN *-] t- -aa-- HEIGHT WALL SEE FLOOR PLANS FOR BEAM SIZES _NEW PORCH BEAM _�.`?�`..-.. —�_.�-�. ,--�--� �-- _�Y_v-���._-_.- t _i'PER PLAN EX 2ND FLOOR ELEVATION I _ --_ _ r �._ �� AZEUTDOTOEAM WRAPPED W/3/4 -- - — - --- - - — - - - - - - - - - - —O PROPOSED ALTERATIONS d KIRBY RESIDENCE 20692 MAIN- - - - - - - - - - - - - - - - - �. - - - _ - - - - - - - - - - - - - - - - - - - - W- I I .. .. ! ' NEW COLUMN INSTALL POST I • ROAD, REMOVE EXIST I i 1 ---''-- ------.-- . -----.--,-_ : -,:_ BOTTOM � BASE&CAP CONNE TORS 1 I MATTI UCK, NY111952 BEAM&COLUMN - - {/�1A_ - - - - - - - - I 4 I �7 / +7'-23/4"OF (REFER DETAIL 6/A•1c) 1 I PROP. YYY SCTMI#1000-108-03-008.008 _ _ _ PORCH BEAM 11 I 36"HIGH GUARD RAIL PER CODE.BALUSTER I I W _ - . .-.. SPACING SHALL NOTALLOW PASSAGE OF 4" W -_ —' I I LIVING ROOM ? I I > DIA SPHERE(TYP) 11 a C SECTION THRU KITCHEN SECTION I THRU LIVING ROOM & ' �- - - ~ ARCHITECTURAL DETAILS WELL COMPACTED FILL&6" r•y — RCA BELOW CONC.STAIR W _ 1 a PROP NONSLIPP BLUESTONE TREADS > ` 1 ELEC. � � o- a., f �` m PIT METAL FLASHING 1 * • - "- 7` FIREPLACE o KITCHEN 1 • Q _ ER FT. - ' SEE DETAIL 4 A.2 FOR A EXIST.RIM JOIST CONC.STAIR DETAIL PI- 1'CH nni EX.1 ST FLOOR ELEVATION — - !#4 NOSING BAR(TYR) —_ __ _ _ _ _ _ _ _ _ _ _ �I'PER FT. - - -- - - -- - - 4 I SEXIST F.J. O REMAIN—fl �—EXIST.F.J.TO REMAINS 0'-0"(DATUM) i 6"MIN.CLR — - _ _ _ _ _ _ _ _ _ _ _ _ I _ _ _ _ 1. 02/21/2023 FILE TO BUILDING DEPT. - °T NEW FINISHED PORCH ELEVATION i b v. —EX.F.J.TO REMAIN X v b. 'S t < - - - --- ---- EXIST.WOOD DECK T STONE VENEER ;:Y,ri ti•;'<? .;, . - '•. - - t:.'•�•mot.*%ti n";�:`%�.. �`�'�`>4S•�.:�;`:",:bn�u�:ijfi`'��. <.�.,a11::...,c :t.,.t�}}1 I .kat,.5>„� ...,<..,. -11/2 �_:,.,:: :.. >,„'z•<•. >,` N}.i,r..^<k:,1. , .< .. .lk:l:Yai..sn`c,.:�.- .,..a METAL FLASHING `;\ ',`V'j I }}.Q: ^„�:l .'_•:j�l�riatiitri`n ,i•d�+.:<2."<:+.z`•�i a�.. • ,\ •/ �•.,\ , GRADE'-",! �_ I I 1 REMOVE EXIST.CONC.SLAB& EXIST.BEAMS TO REMAIN / <' ` < /;',\ -' SEE BASEMENT PLAN FOR BEAM GRADE ;j V • } `,.kL'' ". ;X` `��_:' �< �' NEW / REINFORCEMENT 's'.v..,�Gi..>•..rriY.k>t:•i;`l:•,il 'Gun`': � - '/ ��� D. FOUNDATION WALL "t< _ '~ .(` ,�" POROUS FELL —► e' ,' I 11 I I I / ./ I' ,< {.,\ /,\` UNEX�AVATED AREA `,� TYP-FLITCH PLATE DETAIL SIMILAR T013lA•1c CONGWASH @ TO.FOOTING(TYP) /; \' I 11 MIN.4"DIA.PERFORATED DRAIN I I I I / I // ;TILE W/FILTER FABRIC OVER TOP !� I I I I EX. STORAGE �• f' / j,, (TYP @FOOTING PERIMETER) I 1 I I \y/!%/ ` SEE BASEMENT PLAN FOR SIZE jl j I f D I TING SE EW TYP.B AR NG PLATE DETAIL I I I I I SIMILAR TO 15/A•1 c y - yl - - - - - �- - - -'� _ r�' - - I I - - P - - -'I - - - - - - - ��RED ARC - - - - '- - - - - - - - - - - - - - - - - - - - - -l t ��5 P�a HOF,�M'�% SECTION THRU KITCHEN & LIVING ROOM IT PORCH N� 013763 �8 SCALE:1/21" = 1'-U' NE`N P i f Mew- •-.. SUBJECT PROPERTY 20692 MAIN ROAD, MATTITUCK, NY 11952 / • i F SCTM#1000-108-03-008.008 031 vO,, "t 2, gCygRo ' •~�'. ,� �- 1R; Jd �' • / '`'<. I pr EX. IN I g / GROUND POOL "``• / aa,l„ ,;,, ..,,,.,_,..,,-,.,-_..,..._., ..-.—..m.- A ri J, / STT EX.WOOD REMOVE PERGOLA DECK sq ft 795 ' a EX. 17.3 24.9' ,b 33.6' / / ;EY' PLAN DRIVEWAY / -• SPA SALE 1" =500. ` i�a �:. "e "� r�" _I: . lr W.:�a..�D ���'�'" er , I ih 16.4' NEW I � ASPHALT n DORMERS EX.2 STORY �,, EX. FRAME DWELLING j / L"� JiTH �1�L CODES Ot" 3 0 STATE & TO�fI CODE'S GAR, 39 g N0.20692 / �E�►��O 34.2' - REMOVE FRONT r. STOOP / APPROVED AS NOTED Mr C LIIP��AND CONDITIp / NEW STOOP&OPEN PORCH / Y 452sET q / DATE' '��+ B.P.# ,w UII1Q � n",4 �}+ � t. / NEW RETAINING WALL 9 s / ° " �W� ' 4E69 FnROONTSTEPS&WALKWAY /! / FEE: �a" BY *� Uf�NOI.Q .a'" ,� t NOTIFY BUILDING DEPARTMENT AT / 1 NEW OIL&STONE . / ! 765-1802 8 AM TO 4 PM FOR THE �',D�' '.r; / oR BELL oRlvewAY � FOLLOWING INSPECTIONS: 5735s ft, ! 1. FOUNDATION-TWO REQUIRED � '�.DEC REMOVE PORTION NET EACH II BLo , f AT EACH SIDE OF RF FOR POURED CONCRETE i OF EX.DRIVEWAY DRIVEWAY Q S / 2,348 sq ft SET OF y ti p i 2. ROUGH-FRAMING,PLUMBING, I p 6qC 4? N STRAPPING,ELECTRICAL&CAULKING CLECTt"tC!"�L co W o k CID/ /p .4 3. INSULATION I "Sf"ECTIO"1 RE ° I PLUm,_!rER CErzTimC/_11,TiO14 /� 14 4. FINAL-CONSTRUCTION&ELECTRICAL �aA /` O LEAD CONTENT BEFORE / MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE GEfT� "E �", Q O�C11€�ArCI' g � � p '/^� \ \ � r. I � I w T� PORK STAEQUIRETE. NOT THE CODES OF NEW rs �• '` \ � �Q `., I ,/ �'� "- RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ...O�.Ca " � ' °T E DRYWELL t,lL� �'»' L:.I'9 CANNOT I ,/� S Vf31AL &!T i 1 CONSTRUCTION � \ O H O \,� 1 /- ACCESS GATE 44�(g i I- v 1a / / LrCEZQ m� '/p { •'J` / / ' ` •`` -" .,, NEW TRENCH DRAIN •'o"0".. ■ 'Y �r 1'�• / Fir 1{,J�r;.' � V IP'" P.LL Y`�I�,!2, 9 vi3 6'.�FW�TC / ! ! 200` Q /( / &WATER LUIvS NEED ! \ / \ \ NEW BELGIAP BLOCK '+ ! . - . .�. TESTING C.y.f'OR ��!^ , \ CURB 4APRON COVER NG r2 KEY S_;U RVEY S P SCALE:1° =200' \ CONSTRUCTION / \ / ACCESS GATE \ `� 30 01 / !.t` ! O `` \ IY/�JI/ �.• F \ , 24"DIAM.WATERTIGHT . q / / `/ `•• k /OR/V r \ \ / CONC.COVER(TYP) GRADE '• / ! // \ \ \ \ \ F�` • \ \ m MIN.PITCH 1/8"PER FT. HIGHIAM.X 1'-0" , p tD FLOW IN / / i • ! cn f- 6"DIAM,PIPE BTW I I ELEV. DRYWELLS,PER PLAN(TYR) \ v MIRIFI FILTER FABRIC(TYP.) o� !! \ \ \ a SOLID SECTIONS AS NECESSARY PRECAST 4,000 P.S.I. ' Y9 / /� / ow FOR SOIL CONDITION CONC,SOLID RING (TOP RING) , Z L- II,. ,I y 0❑ ❑ ❑ ❑ ❑ ❑ ❑0 3'-0 CLEAN BANKRUN IF ", PROPOSED SITE PLAN COLLAR ALL AROUND- ( � p II^' ��,; ❑ ❑ ❑ ❑ ❑ ❑ ❑ 3' REMOVE ALL NON- p APR 3 2923 / J� / S1— SCALE: 1" =40' 0❑ ❑ O ❑ 0 DO❑ ❑Q MATERIALOYR) E I= HI R /hoil PRECAST 4,000 P.S.I. / / O/Y I Q // O❑ ❑ ❑ ❑ ❑ C1 CONC.STORM `' / /� / ]❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DRAIN RING(Tl'P.) SITE DATA ! a❑ ❑ ❑ ❑ ❑ ❑ _ P Y I / ZONING: AGRICULTURAL CONSERVATION AC SCTM#1000-108-03-008.008 / /' LOT AREA:5.1654 ACRES(225,000 SF) z DIAM' BOTTUM OF DRYWELL WOVEN WIRE FENCE a / , 4 AS NOTED (MIN.14 GAUGE PROPOSED ALTERATIONS ALLOWABLE LOT AREA COVERAGE: 20% M MUST SIT ON GROUND KI R B Y RESIDENCE / EXISTING LOT AREA COVERAGE (INCLUDING SHARED GRAVEL DRIVEW22� 14. SPACIN :" '-'---"'_-^--iaw,x c roc W1 MAX 6��MESH / PROPOSED LOT AREA COVERAGE: t6.2.'/ GROUNDWATER ) 20692 MAIN ROAD 36"MIN.LENGTH FENCE MATTITUCK, NY 11�952 j POSTS DRIVEN MIN.16" / SITE PLAN LEGEND i SCTM#1000-108-03-008.008 I' INTO GROUND. / DETAIL of DRYWELL - SLAB TOP (DW) EXISTING SURFACE IMPROVEMENT j NOT TO SCALE .� ',. HEIGHT OF FILTER PROP. SITE PLAN KEY PLAN SILT PROPOSED SITE IMPROVEMENT y.� W �' w: =16"MIN, �' FENCE & DRAINAGE DETAILS / / ® EX.SITE IMPROVEMENT TO BE REMOVED W SILT FENCE&6-HIGH CHAIN LINK STORM DRAINAGE REQUIREMENTS PERSPECTIVE VIEW GENERAL NOTE: PROPOSED SITE PLAN IS BASED ON THE SURVEY 36"MIN.FENCE POST ! / , BY CHRIS HENN,SURVEY SOLUTION ON OCTOBER DRYWELL"A&B" /EN WIRE FENCE(MIN.14 —� 1. 02/21111 FILE TO BUILDING DEPT. 20th,2020,COPIES OF THE ORIGINAL SURVEY / I / 2 GAUGE W/MAX,6"MESH ATTACHED WITH THE BUILDING PERMIT S T35 S ft EW OIL&STONE DRIVEWAY 452 s ft NEW STOOP&OPEN Q 2. 04n2r2o23 DOB RESUBMISSION PER COMMENTS APPLICATION. :ING)WITH FILTER CLOTH EXISTING SANITARY SYSTEM TO REMAIN. 4 s fill NEW STEPS &WALKWAYS & 9 s ft RETAINING WALL: FLOW UNDISTURBED GROUND • A , / COMPACTED SOIL (6,665 S.F.)(2112)= 1,110.8 C.F. REQ. TO BE RETAINED EMBED FILTER CLOTH i A MIN.OF 6"IN GROUND- Z TOTAL ONSITE DRAINAGE REQUIRED 1,110.8 C.F. 2 SECTION VIEW TOTAL ONSITE DRAINAGE PROVIDED 1,368.5 C.F. Q CONSTRUCTION SPE CIFICATIONS O / ! " " 1'WFE^tCE TO BE FASTENED SECUREL•YTO FENCE POSTS WITH WIRE TIES DRYWELL A & B SIZE: 5.POSTS SHALL BE STEEL E17HER'r OR"U"TYPE OR HARDWOOD. 2.FIL TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES ,��RED ARC Drawn by LA (1)24"DIAM. TO HO'-pTENASION PIP 24"DIAM. CONC. C -ERY24"ATTOPAND MID SECTi0@ FE"I SHALL BE 2s. ! Q PI MESH OPENING. WOVEN WIRE, �5 R HOF y X Project No. 222031 1 / "DRYWEL A": (3) DRAIN RING 10'1 DIAM.X 4'-0"H. = 821.1 C.F. P` FM I ' S Q / / ++ t �t 3•V;ECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- " q2 C� Scale: AS NOTED 1 59Ds' 4 / // DRYWEL B . (2)DRAIN RING 10-0 DIAM.X 4-0 H. =547.4 C.F. Y SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER FILTER X, 4 I Date: 10/25/22 K)X,STABILINKA T1 40N,OR APPROVED EQUIVALENT.30��� TOTAL VOLUME RETAINED= 1,368.5 C.F. INOTE:. V Vt 4 ATED UNITS SHALL BE GEOFAB,ENVIROFENCE,OR APPROVED EQUIVALENT. SdCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REPROVED WHEN .�'� / S'DEVELOP IN THE SILT FENCE. ' -STORM DRAINAGE CALCULATION FOR NEW SITE IMPROVEMENT IN BASED ON 2"OF RAIN. '9 013763 -'NEW DORMERS,OVER EXISTING ROOF SHALL BE CONNECTED TO EXISTING DRYWELLS. �CEEDF ROM DETAILS PROVIDED BY USA-W -OVERLAPPED AREAS WERE COUNTED ONCE. t'ra V1YORK EPAE DEPARTMENT ROM ENV FTRANSpG:t A-" SILT N��MENTALC ONS�VATION, FENCE _WY✓RK STATE SOIL 8 WATER CONSERVATION CovV;TTEE CODE COMPLIANCE AND CONSTRUCTION NOTES: 1. WINDOWS AND DOORS PROVIDE EGRESS FROM ALL LIVING SPACES AS REQUIRED BY CODE.ALL SLEEPING ROOMS TO HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE OPENING PER 55. PROVIDE CONTINUOUS RIGID INSULATION PERIMETER INSULATION,MIDI. R=10, EXTENDING MIN.24"VERTICAL BELOW GRADE AT FOUNDATION WALLS WHERE SLAB-ON-GRADE FLOOR IS LESS THAN 12"BELOW GRADE SECTION R210.GRADE FLOOR BEDROOMS TO HAVE MINIMUM 5.0 S.F.NET CLEAR OPENING. BEDROOMS ON ALL OTHER FLOORS TO HAVE MINIMUM 5.7 S.F. NET CLEAR OPENING.ALL EGRESS WINDOWS TO (R402.2.10). GENERAL NOTES: HAVE MINIMUM OPERABLE HEIGHT OF 24"AND OPERABLE WIDTH OF 20".SILL HEIGHT NOT TO EXCEED 44"ABOVE FINISHED FLOOR. 56. EXCAVATION: REMOVE ALL VEGETATION, PEAT,ORGANIC TOPSOILS, LOAMY SUBSOILS,TRASH, ROOTS,STUMPS,AND EXISTING FILL FROM THE AREA TO BE OCCUPIED BY NEW CONSTRUCTION BEFORE ANY OTHER 1. THESE DRAWINGS HAVE BEEN PREPARED TO CONFORM WITH THE REQUIREMENTS OF THE FOLLOWING 2. SMOKE ALARMS SHALL BE PROVIDED IN EACH SLEEPING ROOM,OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS,AND ON EACH ADDITIONAL STORY OF THE BUILDING OPERATIONS ARE STARTED. CODES: DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS(R314.3), LOCATED AT OR NEAR THE CEILING.CARBON MONOXIDE ALARMS SHALL BE PROVIDED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS(R315.3).COMBINATION SMOKE&CARBON MONOXIDE DETECTORS SHALL BE PERMITTED 57. NO BACKFILL SHALL BE PLACED BEHIND FOUNDATION WALLS UNTIL GROUND FLOOR SLAB IS IN PLACE AND CONCRETE HAS ATTAINED ITS PROPER STRENGTH OR FOUNDATION WALL IS PROPERLY BRACED. -2020 BUILDING CODE OF NEW YORK STATE(NYSBC) (R315.4).ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE CODE AND APPLICABLE PROVISIONS OF NFPA 72. -2020 RESIDENTIAL CODE OF NEW YORK STATE(NYSRC) 58. ALL BACKFILL NEEDED TO ESTABLISH FINAL GRADES SHALL CONSIST OF CONTROLLED FILL INSIDE OF BUILDING AREAS AND SELECT FILL OUTSIDE OF BUILDING AREAS.ALL BACKFILL SHALL BE COMPACTED TO 98%OF -2020 EXISTING BUILDING CODE OF NEW YORK STATE(NYSEBC) 3. FOR PROTECTION AGAINST DECAY PROVIDE:PRESSURE PRESERVATIVELY TREATED WOOD AT THE FOLLOWING LOCATIONS:WOOD JOISTS WITHIN 18"AND WOOD GIRDERS WITHIN 12"OF EXPOSED MAXIMUM DRY DENSITY AS PER C26-1103.5. BACKFILL SHALL BE PLACED AND COMPACTED IN MAXIMUM SIX-INCH LIFTS ACHIEVE ° -2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE(NYSECCC) GROUND IN CRAWL SPACES;ALL BLOCKING,SILLS,AND PLATES ON CONTACT WITH MASONRY OR CONCRETE; POSTS, POLES AND COLUMNS EMBEDDED IN CONCRETE IN DIRECT CONTACT WITH THE TOACHI E 98/o STANDARD PROCTOR DENSITY COMPACTION. -2020 FIRE CODE OF NEW YORK STATE(NYSFC) GROUND OR EXPOSED TO THE WEATHER;AND AS REQ'D BY CODE SECTION R317.ANY LUMBER OR WOOD REQUIRED TO BE PRESSURE PRESERVATIVELY TREATED SHALL BEAR THE QUALITY MARK OF AN -2020 PLUMBING CODE OF NEW YORK STATE(NYSPC) APPROVED INSPECTION AGENCY COMPLYING WITH THE REQUIREMENTS OF THE AMERICAN LUMBER STANDARDS COMMITTEE TREATED WOOD PROGRAM. BUT ALL FOOTINGS SHALL BE PLACED FINAL UNDISTURBED SOIL. PROTECT FOOTING BUCKETS O ES FROM DISTURBANCE DUE TO CONSTRUCTION ACTIVITIES AND GROUND OR SURFACE WATER.PRECAUTIONS TO INCLUDE -2020 MECHANICAL CODE OF NEW YORK STATE(NYSMC) BUT NOT BE LIMITED TO PERFORMING FINAL EXCAVATION WITH SMOOTH EDGE BUCKETS OR BY HAND. -2020 FUEL GAS CODE OF NEW YORK STATE(NYSFGC) 4. PROVIDE TERMITE SHIELDS FOR PROTECTION AGAINST TERMITES(R318.1). -2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE(NYSPMC) 60. ALL REINFORCING STEEL SHALL BE HIGH STRENGTH NEW BILLET STEED CONFORMING TO ASTM A615 GRADE 60. ALL BAR DETAILING AND ACCESSORIES TO BE FURNISHED SHALL CONFORM TO TYPICAL DETAILS IN THE -2017 AF&PA WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS 5. APPROVED NUMBERS OF ADDRESS SHALL BE PROVIDED FOR ALL NEW BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY 61. ALL REINFORCING STANDARD 315 DETAILING MANUAL, EXCEPTAS OTHERWISE SHOWN OR NOTED. -2020 NFPA 70: NATIONAL ELECTRIC CODE(NEC) (WFCM) 1. ALL REINFORCING STEEL SHALL HAVE MINIMUM CONCRETE COVERAS FOLLOWS: 1.1/2"AT FORMED CONCRETE NOT EXPOSED TO THE WEATHER, 1"FOR TOP REINFORCEMENTATSLRBS,2"AT FORMED CONCRETE (R319.1). EXPOSED TO WEATHER OR GROUND,3"AT UNFORMED CONCRETE EXPOSED TO WEATHER OR GROUND. 2. THE CONTRACTOR IS RESPONSIBLE FOR:DIMENSIONS WHICH SHALL BE CONFIRMEDAND CORRELATED 6. CONCRETE AND MASONRY FOUNDATION WALLS SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS A MINIMUM OF 4"WHERE MASONRY VENEER IS USED AND A 62.ALL REINFORCING BARS SHALL BE SECURELY HELD IN PROPER POSITION WHILE POURING CONCRETE.ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, FOUNDATION WALLS,SLABS,AND OTHER AT THE JOB SITE, FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION,COORDINATION OF HIS MINIMUM OF 6"ELSEWHERE(R404.1.6). CONCRETE SHALL BE LAP SPLICED,WHERE NECESSARY OR DESIRABLE, BY WIRING TOGETHER IN CONTACT. LENGTH OFALL LAPS SHALL BE AS SPECIFIED IN ACI 315-83. WORK WITH THAT OFALL OTHER TRADES,AND THE SATISFACTORY PERFORMANCE OF HIS WORK.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT 7. EXTERIOR FOUNDATION WALL SHALL BE WATERPROOFED WITH AMEMBRANE EXTENDING FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE(R406.2). DRAWINGS,,SPECIFICATION,AND FIELD CONDITIONS,IMMEDIATELY OBTAIN CLARIFICATION FROM THE ARCHITECT 63. ALL CONCRETE MEMBERS, UNLESS OTHERWISE,SHOWN SHALL HAVE THE MINIMUM AMOUNT OF REINFORCING AS PER AC1 318-83. BEFORE COMMENCING ANY WORK. 8. ALL SURFACES OF STEEL COLUMNS SHALL BE GIVEN A SHOP-COPT OF RUST-INHIBITIVE PAINT, EXCEPT FOR CORROSION-RESISTANT STEEL AND STEEL TREATED WITH COATINGS TO PROVIDE CORROSION 64. ALL CONCRETE SLABS SHALL BE FLOAT FINISHED AND,AFTER THE MOISTURE FILM OR SHEEN HAS DISAPPEARED AND THE CONCRETE HAS HARDENED SUFFICIENTLY TO PREVENT WATER AND FINE MATERIALS FROM RESISTANCE(R407.2). BEING WORKED TO THE SURFACE, SHALL BE STEEL TROWELED UNTIL THE SURFACE IS SMOOTH, EVEN,AND FREE OF MARKS AND RIPPLES. 3.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. 9. ALL CRAWL SPACES SHALL BE PROVIDED WITH VENTILATION OPENINGS THROUGH FOUNDATION WALLS, MIN. 1 S.F. FOR EACH 150 S.F.OF UNDER-FLOOR AREA,WITH ONE OPENING WITHIN 3-FEET OF EACH 4. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER THE DIRECTION OF THE CORNER OF THE SPACE(R408.1). AS AN EXCEPTION,VENTILATION OPENINGS WITH MIN. 1 S.F. FOR EACH 1,500 S.F.OF UNDER-FLOOR AREA MAY BE USED IF THE GROUND SURFACE IS COVERED BY A CLASS 1 65. UPLIFT CONNECTORS: A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO TRANSMIT THE UPLIFT FORCES FROM THE ROOF RAFTERS TO THE FOUNDATION(R802.11.1). STRENGTH OF TIE-DOWN CONNECTIONS TO UNDERSIGNED AND TO THE BEST OF HIS KNOWLEDGE, INFORMATION AND BELIEF MEET THE VAPOR RETARDER MATERIAL.PROVIDE ACCESS OPENING MIN. 18"WIDE X 24"HIGH TO UNDER-FLOOR CRAWL SPACE AREA(R408.4).PROVIDE ACCESS PANELS FROM FINISHED SPACE,WEATHER-STRIPPED RESIST WIND UPLIFT FORCES SHALL BE IN ACCORDANCE WITH TABLE R802.11. REQUIREMENTS 2020 NYSECCC. AND INSULATED PER THE IECC. 66. ALL WOOD CONSTRUCTION CONNECTORS, INCLUDING THOSE DESIGNED TO RESIST WIND UPLIFT FORCES,SHALL BE GALVANIZED METAL MANUFACTURED BY SIMPSON OR USP.ALL SPECIFIED FASTENERS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS AND 2001 WFCM. INSTALLALL SPECIFIED CONNECTORS BEFORE LOADING THE CONNECTION.TAKE WOOD SHRINKAGE INTO CONSIDERATION WHEN 5. ALL WORKMANSHIP AND CONSTRUCTION MATERIALS WILL BE OF GOOD QUALITY FREE FROM FAULTS 10. PROVIDE FIRESTOPPING(FIREBLOCKING)AS REQ'D BY R302.11 AT ALL CONCEALED SPACES WITHIN WALLS AND PARTITIONS AT THE CEILING AND FLOOR LEVELS,AT ALL INTERCONNECTIONS BETWEEN AND DEFECTS AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND MANUFACTURER'S CONCEALED VERTICAL AND HORIZONTAL SPACES,CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE STAIR,AND AT OPENINGS AROUND VENTS,PIPES,AND DUCTS AT INSTALLING CONNECTORS.THE EFFECTS OF WOOD SHRINKAGE ARE INCREASED IN MULTIPLE LUMBER CONNECTIONS,SUCH AS FLOOR-TO-FLOOR INSTALLATIONS,AND MAY REQUIRE POST-INSTALLATION TIGHTENING. SPECIFICATIONS. CEILING AND FLOOR LEVEL,TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. 67. CUTTING, DRILLING AND NOTCHING OF STRUCTURAL FLOOR MEMBERS TO BE IN COMPLIANCE WITH SECTION R502.8. DRILLING AND NOTCHING OF STUDS TO BE IN COMPLIANCE WITH SECTION R602.6. 6. IT IS INTENDED THAT THESE DRAWINGS AND SPECIFICATIONS INCLUDE EVERYTHING NECESSARY TO 11. PROVIDE MIN. 1/2"GYPSUM BOARD TO UNDERSIDE OF FLOOR ASSEMBLIES USING DIMENSIONAL LUMBER OR STRUCTURAL COMPOSITE LUMBER LESS THAN 2"X 10"NOMINAL DIMENSION,OVER MIN.80 PERFORM THE ENTIRE WORK PROPERLY. IF EVERY ITEM NECESSARILY REQUIRED MAY NOT BE SPECIFICALLY S.F. UNFINISHED STORAGE SPACES R302.13 INCLUDING UNFINISHED BASEMENTS. FIRE PROTECTED FLOOR JOISTS MAY BE SUBSTITUTED IN LIEU OF ATTACHING PROTECTIVE GYPSUM BOARD. 68. WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND INTERSECTIONS WITH BEARING PARTITIONS(R602.3.2). END JOINTS IN TOP PLATES SHALL C ICALLY ( )' BE OFFSET NOT LESS THAN 24". PLATES SHALL NOT BE LESS THAN 2"NOMINAL THICKNESS AND HAVE A WIDTH NOT LESS THAN THE WIDTH OF THE STUDS. OMISSION OF THE TOP PLATE IS PERMITTED OVER HEADERS MENTIONED E SHOWN. UNLESS EXPRESSLY STATED OTHERWISE,ALL SYSTEMS AND EQUIPMENT SHALL 12. ALL GLAZING IN HAZARDOUS LOCATIONS AS DEFINED IN CODE SECTION R308.4 SHALL HAVE TEMPERED SAFETY GLASS, INCLUDING GLAZING IN DOORS,SIDELITES,SHOWER STALLS AND DOORS, WHERE THE HEADERS ARE ADEQUATELY TIED TO ADJACENT WALL SECTIONS IN ACCORDANCE WITH TABLE R602.3.2. BE COMPLETE AND OPERABLE. BATHTUB ENCLOSURES,AND WHERE GLAZING EXTENDS TO WITHIN 18"OF FINISHED FLOOR OR 36"OF STAIRS/RAMP AND A WALK-THRU HAZARD EXISTS. 7.THE CONTRACTOR SHALL SECURE AND MAINTAIN SUCH INSURANCE POLICIES AS WILL PROTECT 69. ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES SUCH AS ATTICS AND CRAWL SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE HIMSELF,HIS SUBCONTRACTORS,AND THE OWNER FROM CLAIMS FOR BODILY INJURIES, DEATH,OR 13. FIREPLACE SHALL HAVE GLASS DOORS AS REQUIRED BY ENERGY CODE. PROVIDE SCREENED COMBUSTION AIR OPENING FROM OUTSIDE-INTAKE FROM GARAGE OR BASEMENT NOT PERMITTED SURROUNDING SURFACES(NYSECCC 402.2.4). (R1006.2). FACTORY BUILT FIREPLACES SHALL BE LISTED AND LABELED AND INSTALLED IN ACCORDANCE WITH THE CONDITIONS OF THE LISTING. FACTORY-BUILT FIREPLACES SHALL HAVE HEARTH PROPERTY DAMAGE WHICH TRAC O E FROM THE OPERATIONS UNDER THIS CONTRACT WHETHER WHICH 70. HVAC PIPING&SUPPLY/RETURN DUCTS SHALL BE INSULATED(NYSEC�R403.3.1, R403.4&403.5.3). DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED AND COMPLY WITH THE NYSMC OR NYSRC,AS OPERATIONS O T THE CONTRACTOR,SUBCONTRACTOR,INSURANCE NE EMPLOYED BY THEM DIRECTLY E EXTENSION DISTINGUISHABLE FROM SURROUNDING FLOOR AREA(R1004.2).HEARTH AT MASONRY FIREPLACES SHALL BE MIN.4"THICK,AND HEARTH EXTENSION MIN.2"THICK(R1001.9). ALL HEARTHS APPLICABLE(NYSECCC R403.3.2). INDIRECTLY.CONTRACTOR SHALL SUBMIT COPIES OF ALL INSURANCE POLICIES,AT THE REQUEST OF THE SHALL EXTEND MINIMUM 16"IN FRONT AND 8"BEYOND EACH SIDE OF THE FIREPLACE OPENING FOR ALL FIREPLACE OPENINGS LESS THAN 6 S.F.,AND 20"IN FRONT AND 12"BEYOND EACH SIDE OF THE OWNER OR AS REQUIRED BY THE BUILDING DEPARTMENT, INCLUDING WORKERS'COMPENSATION, FIREPLACE OPENING FOR ANY FIREPLACE OPENINGS 6 S.F.OR GREATER. (R1001.10)MAINTAIN MINIMUM 6"CLEARANCE FROM FIREPLACE OPENING TO ANY COMBUSTIBLE MATERIALS INCLUDING MANTLE LIABILITY, PROPERTY DAMAGE, ETC. AND TRIM.COMBUSTIBLE MATERIALS WITHIN 12"OF FIREPLACE OPENING SHALL NOT PROJECT MORE THAN 1/8"FOR EACH 1"DISTANCE FROM SUCH OPENING(R1001.11). 71. HEATING&COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE W17H ACCA MANUAL S BASED ON BUILDING LOADS CALCULATED IN ACCORDANCE WITH ACCA MANUAL J OR OTHERAPPROVED HEATING AND COOLING CALCULATION METHODOLOGIES. NEW OR REPLACEMENT HEATING AND COOLING EQUIPMENT SHALL HAVE AN EFFICIENCY RATING EQUAL TO OR GREATER THAN THE MINIMUM REQUIRED BY FEDERAL LAW FOR 8. BEFORE SUBMITTING A PROPOSAL,ALL CONTRACTORS AND SUBCONTRACTORS SHALL VISIT THE SITE 14. PROVIDE MIN.2"CLEARANCE(AIR SPACE)BETWEEN CHIMNEY AND COMBUSTIBLE CONSTRUCTION FOR ANY CHIMNEYS LOCATED IN THE INTERIOR OF THE BUILDING OR WITHIN THE EXTERIOR WALL, 1" THE GEOGRAPHIC LOCATION WHERE THE EQUIPMENT IS INSTALLED(NYSE:;CC R403.7).SEE MECHANICAL DRAWINGS. AND FAMILIARIZE THEMSELVES WITH THE SCOPE OF THE WORK,THE CONSTRAINTS OF THE SITE AND CLEARANCE REQUIRED FOR CHIMNEYS LOCATED COMPLETELY OUTSIDE THE EXTERIOR WALLS OF BUILDING(R1003.18). PROJECT,AND THE DIFFICULTIES THATATTEND ITS EXECUTION. EACH CONTRACTORAND 72.ALL NEW WINDOWS WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW IS LESS THAN 24"ABOVE FINISHED FLOOR AND GREATER THAN 6 FTABOVE THE FINISHED GRADE OR OTHER SURFACE OUTSIDE,SHALL BE SUBCONTRACTOR IS REQUIRED TO THOROUGHLY ACQUAINT HIMSELF WITH ALL JOB CONDITIONS AND 15. LOT SHALL BE GRADED SO AS TO DRAIN SURFACE WATER AWAYFROM FOUNDATION WALLS,WITH THE GRADE FALLING AWAY FROM THE FOUNDATION WALL A MINIMUM OF 6"IN THE FIRST 10-FEET PROVIDED WITH WINDOW FALL PROTECTION AS PER ONE OF THE FOLLOWING OPTIONS(NYSRC 312.2)A)FULLY OPENED WINDOWS WILL NOT PROVIDE FOR THE PASSAGE OF A 4"SPHERE,B)WINDOW FALL PREVENTION DETERMINE METHODS TO OVERCOME ALL DIFFICULTIES. (R401.3). DEVICES PER ASTM F 2090 OR C)WINDOW OPENING CONTROL DEVICES PER ASTM F 2090,THAT CAN BE RELEASED TO PROVIDE FULL OPENING AS REQUIRED FOR EGRESS IN NYSRC SECTION 310. 73 G.C.TO INSTALL(1)LAYER 5/8"TYPE"X"GYP. BD.AT GARAGE SIDE OF WALLS SEPARATING ATTACHED GARAGE FROM DWELLING UNITAND AT UNDERSIDE OF CEILING/FLOOR STRUCTURE SEPARATING ATTACHED 9. THE SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION .16. WOOD SOLE AND SILL PLATES SHALL BE ANCHORED TO THE FOUNDATION WITH ANCHOR BOLTS SPACED A MAXIMUM OF 39"ON CENTER,AND LOCATED WITHIN 12"OF THE END OF EACH PLATE SECTION HAS BEEN MADE,AND LATER CLAIMS FOR LABOR,EQUIPMENT,OR MATERIAL REQUIRED FOR DIFFICULTIES (WFCM 2018 TABLE 3.2C).ANCHOR BOLTS SHALL BE MIN.5/8"DIAMETER, USING 3"SQUARE WASHERS(WFCM 2018 SECTION 3.2.2.3)AND EXTENDING MIN.7"INTO OR CONCRETE FOUNDATION,OR 15"INTO GARAGE FROM DWELLING UNIT,AS PER NYSRC SECTION 302.E ENCOUNTERED,WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE,WILL NOT MASONRY BLOCK FOUNDATIONS(WFCM 2018 SECTIONS 3.2.1.7&3.2.2.3). 74. AUTOMATIC HEAT DETECTION TO BE INSTALLED IN ATTACHED GARAGE AS PER NYSRC R314.2.3 BE RECOGNIZED. 17. RETAINING WALLS:CONCRETE OR FOUNDATION WALLS SUPPORTING MORE THAN 48"OF UNBALANCED BACKFILL THAT DO NOT HAVE PERMANENT LATERAL SUPPORT AT THE TOP AND BOTTOM REQUIRE 10. THE CONTRACTOR, UPON ACCEPTANCE OF THE DRAWINGS,ASSUMES FULL RESPONSIBILITY FOR THE ENGINEERING DESIGN(R404.1.1). CONSTRUCTION,MATERIALS AND WORKMANSHIP OF THE WORK DESCRIBED THEREIN,AND HE WILL BE EXPECTED TO COMPLY WITH THE SPIRITAS WELLAS THE LETTER IN WHICH THEY WERE WRITTEN. 18. ALL CONCRETE SLAB ON GRADE FLOORS SHALL BE MINIMUM 4"THICK WITH MINIMUM 6X6 W1.4/1.4(10/10)WWM,CONFORMING TO ASTM A185, UNLESS OTHERWISE NOTED. PROVIDE VAPOR BARRIER BELOW SLAB(R506.2.3),MIN.6 MIL POLYETHYLENE,AT ALL INTERIOR SLABS.CONCRETE AT SLABS ON GRADE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28-DAYS.ALL EARTH 11. THE CONTRACTOR,SUBCONTRACTOR AND OWNER'S SUBCONTRACTORS SHALLAPPLY FOR AND SUPPORTED SLABS SHALL BE SUPPORTED ON UNDISTURBED SOIL OR GRANULAR BACKFILL,COMPACTED TO AT LEAST 98%OF MAXIMUM DRY DENSITY BY ASTM D-1557.ALL UNDERLYING STRUCTURAL OR OBTAIN ALL REQUIRED PERMITS, INSPECTIONS, FINALAPPROVALS,AND CERTIFICATES OF APPROVAL FOR SELECT FILL SHALL ALSO BE COMPACTED TO AT LEAST 98%OF MAXIMUM DRY DENSITY BY ASTM D-1557. THEIR RESPECTIVE WORK, INCLUDING BUT NOT LIMITED TO, NEW YORK BOARD OF FIRE UNDERWRITERS, CERTIFICATE OF OCCUPANCY,CERTIFICATE OF PLUMBING INSPECTION.THE BUILDING PERMIT SHALL BE 19. DOUBLE ALL JOISTS UNDER PARALLEL BEARING PARTITIONS(502.4), UNLESS OTHERWISE NOTED. DOUBLE ALL JOISTS, RAFTERS, HEADERS,AND TRIMMERS AROUND OPENINGS, UNDER BATHTUBS, OBTAINED AND PAID FOR BY THE OWNER, INCLUDING ANY SUBSEQUENT ADJUSTMENTS TO THAT FEE ON UNDER PARTITIONS RUNNING PARALLEL TO JOISTS. THE BASIS OF ADJUSTMENTS LEVIED BY THE BUILDING DEPARTMENT. 20. MAXIMUM WOOD STUD SPACING AND SIZE AT ALL EXTERIOR WALLS SHALL CONFORM TO TABLE R602.3(5). PROVIDE THREE STUDS AT ALL CORNERS AND PARTITION INTERSECTIONS. PROVIDE DOUBLE 12. ALL"CLEAR"AND"HOLD"DIMENSIONS ARE NOT TO BE VARIED FROM WITHOUT THE APPROVAL OF THE TOP PLATE,OVERLAPPING AT CORNERS AND INTERSECTIONS WITH BEARING PARTITIONS.OFFSET END JOINTS IN TOP PLATE MIN.24".STUDS IN EXTERIOR OR BEARING PARTITION SHALL BE NOTCHED OR ARCHITECT. DO NOT SCALE DRAWINGS.ALL WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. CUT TO A DEPTH NOT EXCEEDING 25-PERCENT OF ITS WIDTH,40-PERCENT OF WIDTH PERMITTED FOR NONBEARING PARTITIONS(R602.6).ANY STUD MAY BE BORED OR DRILLED, HOLE NO GREATER THAN 40-PERCENT OF STUD WIDTH AND AT LEAST 5/8"FROM EDGE OF STUD. 13. "ALIGN"SHALL MEAN TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. 21. PROVIDE FLASHING AS REQUIRED TO ENSURE WATERTIGHT AND WEATHERPROOF CONSTRUCTION.GALVANIZED METAL OR ALUM. FLASHING AT ROOF AND BUILDING INTERSECTIONS, ROOF 14."TYPICAL"OR"TYP"SHALL MEAN THE SAME OR REPRESENTATIVE FOR SIMILAR CONDITIONS PENETRATIONS, EAVES, ETC.,AND FABRIC FLASHING AT ALL WINDOWS AND EXTERIOR DOORS. THROUGHOUT,UNLESS OTHERWISE NOTED. 22. PROVIDE TWO LAYERS OF UNDERLAYMENT OR SELF-ADHERING BITUMEN ICE BARRIER AT ALL EAVES,EXTENDING FROM THE EDGE OF THE EAVE TO A POINT MINIMUM 24"INSIDE THE EXTERIOR WALL LINE OF THE BUILDING.ON ROOF SLOPES EQUAL TO OR GREATER THAN 8:12,THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36"MEASURED ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING(R905.1.2). 23. ROOF SLOPES FROM 2:12 TO 4:12 REQUIRE TWO LAYERS OF UNDERLAYMENT,AND ROOF SLOPES GREATER THAN 4:12 REQUIRE ONE LAYER OF UNDERLAYMENT,APPLIED IN ACCORDANCE WITH TABLE R905.1.1(2). 24. CLAY OR CONCRETE TILE ROOF SLOPES FROM 2.5:12 TO 4:12 REQUIRE TWO LAYERS OF UNDERLAYMENT,AND ROOF SLOPES GREATER THAN 4:12 REQUIRE ONE LAYER OF UNDERLAYMENT,APPLIED IN ACCORDANCE WITH TABLE R905.1.1(2). 25. FASTENERS FOR ASPHALT SHINGLE ROOF SHALL BE IN ACCORDANCE WITH R905.2.5,OF SUFFICIENT LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4"INTO THE ROOF SHEATHING(OR THROUGH THE ROOF SHEATHING IF SHEATHING IS LESS THAN 3/4"THICK).ROOF SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER.ASPHALT SHINGLES SHALL MEET THE CLASSIFICATION REQUIREMENTS OF TABLE R905.1.1(2)FOR THE APPROPRIATE ULTIMATE DESIGN WIND SPEED. 26. PROVIDE CRICKET AT CHIMNEY WHERE THE DIMENSION OF THE CHIMNEY PARALLEL TO THE RIDGELINE IS 30"OR GREATER AND DOES NOT INTERSECT THE RIDGELINE(R1003.20). 27. SEAL AND CAULK ALL JOINTS BETWEEN DISSIMILAR MATERIALS.COUNTERFLASH AND CAULK ALL WINDOW AND DOOR FRAMES PRIOR TO INSTALLATION,SILICONE-TYPE SEALANT.ACCEPTABLE 4"V.T.R. 4"VTR. EXIST. ROOF ", � �'# r "'','`u `" MANUFACTURERS: DAP,PECORA,TREMCO. ," il: t11_`_''I.I I 1��' :1_., " , ,�,, 28. ALL JOINTS,SEAMS,PENETRATIONS,OPENINGS BETWEEN DOOR AND WINDOW ASSEMBLIES AND THEIR JAMBS AND FRAMING,AND OTHER SOURCES OF AIR LEAKAGE THROUGH THE BUILDING THERMAL 11 e­7770 NEW ALTERED HALL NEW ENVELOPE SHALL BE CAULKED,GASKETED,WEATHERSTRIPPED,WRAPPED,OR OTHERWISE SEALED TO LIMIT UNCONTROLLED AIR MOVEMENT. BATHROOM BATH BATHROOM 29. ALL NON-ENGINEERED FLOOR JOISTS, ROOF RAFTERS,CEILING JOISTS,AND HEADERS TO BE DOUG FIR#2 or BETTER(WESTERN WOOD)WITH THE FOLLOWING MINIMUM VALUES: Fb(SINGLE)=825 PSI, _ _ _ - [ ,.-,: , Ir _, 4 ­'A' � ,. , ,, Fv=90 PSI, Fc(PERPENDICULAR)=520 PSI,AND E= 1,200,000. MOISTURE CONTENT NOT TO EXCEED 19-PERCENT. T - - - --'I - I - - - - -- j _ _ - -I _ 30. ALL STUDS TO BE DOUG FIR"STUD"GRADE,WITH THE FOLLOWING MINIMUM VALUES: Fb(SINGLE)=650 PSI,Fv=90 PSI,Fc(PERPENDICULAR)=520 PSI,AND E=1,100,000 PSI. MOISTURE CONTENT NOT I I I r I I 1 I T _ 1 TO EXCEED 19 PERCENT. t 11 11-1/a^ 2-u2" I I 1 1-1/2" 1 1/4" 2-1/2"1 2-1/2" 1-1/4"I :. I 11/2" I I I I 1 1-1/2" ( .. 31. PROVIDE SOLID BLOCKING AS REQUIRED UNDER ALL HEADERS, BEAMS, ETC. I LAV I LAV C-�: LAV LAV 1 ,. i i r C=- WC WC WC I �,. `i` 11 I. ­ " 32. ALL SHEATHING ON ROOF TO BE EXTERIOR.GRADE CDX PLYWOOD 5/8"THICK,AND EXTERIOR WALLS TO BE EXTERIOR GRADE CDX PLYWOOD 1/2"THICK. sl OWER TUB r J TUB SHOW R , 33. PROVIDE WOOD OR METAL CROSS-BRACING IN LINES 8'-O"O.C.AT CENTER OF ALL SPANS OVER 8'-O"FOR ALL JOIST FRAMING,OR AS PER MANUFACTURER'S INSTRUCTIONS. 7 ' ' iT EXIST. SECOND FLOOR 2" 1 1/2" 3 2„ 1 1/2" 3 1 1/2" 2 a', 34. WHERE THE ROOF PITCH IS LESS THAN 3:12,STRUCTURAL MEMBERS THAT SUPPORT RAFTERS AND CEILING JOISTS,SUCH AS RIDGE BEAMS, HIPS,AND VALLEYS,SHALL BE DESIGNED AS BEAMS(R802.3). ' l J � I,) i l JI. I, t §§� 11 ,I 11 35. PROVIDE RAFTER TIES(COLLAR TIES)SPACED NOT MORE THAN 4-FEET ON CENTER. I I 1. ' 11 C.O. 3"CAST IRON I 36. ALL HIPS AND VALLEYS SHALL BE NOT LESS THAN 2"NOM.THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER(R802.4.3). C.O. 3"CAST IRON 3"CAST IRON C.O. `. ALTERED RELOCATED RELOCATED EXIST. NEW EXIST. 37. IN COMBUSTIBLE BUILDINGS, PROVIDE ACCESS TO ANY ATTIC SPACE THAT EXCEEDS 30 S.F.AND HAS A VERTICAL HEIGHT OF 30"OR GREATER(R807.1).MIN.22"X 30"ROUGH-FRAMED OPENING, LOCATED -`�'�°�� IN HALLWAY,WITH MINIMUM 30"HEADROOM ABOVE OPENING AT ATTIC. BATHROOM _ _ -" - - - _ _KITCHEN LAUNDRY POWDER ROOM BATHROOM BATHROOM _ >- - (TO BE REMOVED) 38. MAINTAIN MIN.3"CLEARANCE BETWEEN COMBUSTIBLE INSULATION AND RECESSED LIGHTING FIXTURES, FAN MOTORS,AND OTHER HEAT-PRODUCING DEVICES. r ____.i---_- -7- ----- _r i I i i ( � I_ , - T i - -I - _ _ _ _I_ _ _ T - _ - - �p'� ", m k 39. PROVIDE ATTIC VENTILATION AS PER CODE_REQUIREMENTS AT ALL ENCLOSED ATTIC AND ENCLOSED RAFTER SPACES.THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE i i I I 1 I ' I I I I " - '.; �, R� 2 1/2" 1-1/4" I 1-1/a" I 1-1/4"I AREA OF THE SPACE TO BE VENTILATED. REDUCTION TO 1/300 PERMITTED IF 40-50 PERCENT OF THE REQUIRED VENTING IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC, NOT I I I=_ __---_� r-1/4'{ r-1/a'{ 2-v2" 1 1-1/a"I I I s • :, `' •�' .r 1 LAV I11/2" =_= (SINK ' SINKI SRNKI -i ---,I I I I I I I ' " t,,t MORE THAN 3'BELOW THE HIGHEST RIDGE,WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS.MAINTAIN MIN. 1"CLEARANCE BETWEEN INSULATION AND ROOF I _ 1-1/2° Y< SHEATHING(R806.1 &R806.2)BY INSTALLING CONTINUOUS AIR BAFFLES. VENTILATION IS NOT REQUIRED, PER R806.3,WHERE THE UNVENTED ATTIC IS IN THE THERMAL ENVELOPE,A CLASS 1 VAPOR w - LAv - LAv 1 LAv - DISH I i- - DISH- i t__- --' -= e RETARDER IS NOT INSTALLED ON THE INSIDE OF THE INSULATION,AND AIR-IMPERMEABLE INSULATION IS APPLIED DIRECTLY TO THE UNDERSIDE OF THE ROOF SHEATHING R806.5 --� WC wC WASHER I _F_ WASHER ' C--a WC WC WC ""�"" �""`°`` - _ ( ) F.A.I. ..SHOWER _ I " WASHER I IWASHER �_ I 1 R _:' TUB I _ --.. __ i i i -1/2' 1-1/2' - 1 �._____.___-'_ DRAIN PAN � � SHOW R TUB SHOW R EXIST. FIRST FLOOR PROPOSED ALTERATIONS 40. PROVIDE 1/2' GYP. BD.AT ALL INTERIOR WALLS,TAPE AND SPACKLE,TWO COATS. _ --- KIRBY RESIDENCE 41. BATHTUB AND SHOWER WALLS SHALL HAVE NON-ABSORBENT FINISH EXTENDING MIN.6-FEET ABOVE FLOOR(R307.2). I l� ` I � 1 3" 1 1/2° 2„ r-I I I-I 1 3" 1 1/2" 2" 20692 MAIN ROAD i �� `� f �� �, � ,-vr' 1 1/2" 11 l� i l� ' MATTITUCK NY 11,952 42. PROVIDE CEMENTITIOUS TILE-BACKER BOARD AT ALL WET AREAS INCLUDING TUB AND SHOWER WALLS. -- i ' L__ . ' 43. HEATING: ALL SPACES ARE TO BE MECHANICALLY HEATED AS PER CODE REQUIREMENTS. EXTEND EXISTING SYSTEM AS NECESSARY. { 3"CAST IRON J J I C.O. 3"CAST IRON C.O.i I I - a I ' SCTM#1 000-1 08-03-008.008 C.O. 3"CAST IRON C.O. 44. ELECTRIC: ALL WORK, FIXTURES,AND MATERIALS ARE TO CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE(IBC)AND NATIONAL ELECTRIC CODE(NEC),THE NATIONAL BOARD CODE COMPLIANCE NOTES & OF FIRE UNDERWRITERS, PUBLIC UTILITY COMPANY,AND ALL OTHER AUTHORITIES HAVING JURISDICTION, CONTRACTOR TO PROVIDE U.L.CERTIFICATE UPON COMPLETION OF WORK.CONNECT ALL r�" PLUMBING RISER DIAGRAM EQUIPMENT, EXHAUSTS, MOTORS,CIRCULATORS, ETC. PROVIDE AND INSTALL FLEXIBLE DUCT AND ROOF CAP AS REQUIRED FOR ALL EXHAUST FANS. 45. PLUMBING: ALL WORK SHALL MEET OR EXCEED THE LATEST REQUIREMENTS OF ALL NATIONAL,MUNICIPAL, LOCAL,AND OTHER AUTHORITIES HAVING JURISDICTION, INCLUDING THE PLUMBING CODE OF NEW YORK STATE(NYSPC)AND COUNTY HEALTH DEPARTMENT REGULATIONS.ANY WORK NOT SUBJECT TO THE APPROVAL OF THE AUTHORITIES HAVING JURISDICTION SHALL BE GOVERNED BY THE fPC, THE COUNTY HEALTH DEPARTMENT,AND MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. PLUMBING CONTRACTOR TO SECURE ALL PLUMBING PERMITS AND APPROVALS.ALL DRAINAGE PIPING SHALL BE RUN IN PVC PIPE, SIZED AS SHOWN ON DRAWINGS OR AS REQUIRED BY CODE.PROTECT ALL PLUMBING MATERIALS FROM FREEZING. PITCH ALL DRAINS AND BRANCH VENTS MIN. 1/4"PER 1. 02/21/2023 FILE TO BUILDING DEPT. FOOT. NO PIPES, EITHER WASTE,SUPPLY OR VENT SHALL BE EXPOSED EXCEPT AS REQUIRED AT FIXTURE. PROVIDE AND INSTALL PIPING REQUIRED FOR HVAC SYSTEM.ALL FIXTURES HAVE 1/2"SUPPLY DIAMOND 11 UNLESS OTHERWISE REQUIRED BY PLUMBING FIXTURE MANUFACTURER. PLUMBER TO VERIFY ALL PLUMBING REQUIREMENTS. PIPING MATERIALS SHALL CONFORM WITH THE IPC.ALL PIPING TO BE PLATE ,Ap LOCATED SO AS TO MINIMIZE NOISE. PROVIDE AND INSTALL LEAD OF.LEAD COATED COPPER PAN, COVERING SIDES AND BOTTOM OF SHOWER ENCLOSURE WITH ALL SEAMS CONTINUOUSLY SOLDERED. COVER PROVIDE FOR WATERPROOF DRAIN CONNECTION. EXIST. BASEMENT 46. FOUNDATION:ALL FOOTINGS TO BEAR ON VIRGIN SOIL 4,000 PSF.ALL CONCRETE FOOTINGS SHALL HAVE A MIN.COMPRESSIVE STRENGTH OF 3,000 PSI AFTER 28 DAYS,ALL CONCRETE WALLS TO HAVE EXIST. 0 MIN.COMPRESSIVE STRENGTH OF 3000 PSI AFTER 28 DAYS.ALL OPENINGS IN FDN WALL FOR PIPING SHALL BE FILLED SOLID WITH CONCRETE. CLEANOUT& HOUSE TRAP 47. 'LVL'REFERS TO LAMINATED VENEER LUMBER AS MANUFACTURED BY GEORGIA PACIFIC, BOISE OR TRUS JOIST CORP.,AND SHALL POSSESS THE FOLLOWING MINIMUM PROPERTIES: Fb(SINGLE)=2,800 PSI, E=2,000,000, Fv=285 PSI, Fc(PERPENDICULAR)=750 PSI, Fc(PARALLEL)=2,700 PSI. C.O. go 1 4"(SEE SITE PLAN&SEPTIC SYSTEM DETAILS FOR 48. WOOD I-JOISTS TO BE AS MANUFACTURED BY GEORGIA PACIFIC,BOISE OR TRUS JOIST CORP. MODEL NUMBERS AS SHOWN ON DRAWINGS. INSTALL IN ACCORDANCE WITH MANUFACTURER'S PIPING MATERIAL SPECIFICATIONS) RECOMMENDATIONS AND INSTRUCTIONS. CONNECT TO d EXIST.CLEANOUT& 49. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE"AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION,AND ERECTION OF STRUCTURAL STEEL FOR SANITARY SYSTEM BUILDINGS,"LATEST EDITION. THE STRUCTURAL STEEL SHALL BE ERECTED TO THE TOLERANCES CALLED FOR IN THE AISC CODES FOR STANDARD PRACTICE UNLESS MORE STRINGENT REQUIREMENTS ARE REQUIRED BY OTHER TRADES. THE GENERAL CONTRACTOR SHALL COORDINATE SUCH TOLERANCES. ��RED ARC Drawn by LA PLUMBING RISER DIAGRAM (N .TS_. ) . R HQFF % Project NA NOTE22031 50. ROLLED STRUCTURAL STEEL SHALL BE FORMED FROM STEEL CONFORMING TO ASTM 36,GALVANIZED WHERE USED AS LINTELS OR EXPOSED TO THE WEATHER. �(�� P� M,ti ��� Scale: AS NOTED Date: 10/25/22 51. ALL STRUCTURAL STEEL SHOP CONNECTIONS SHALL BE HIGH-STRENGTH BOLTED USING ASTM A-325F AND A-490F,OR WELDED USING AWS E70 SERIES ELECTRODES. NOTES: a�1i 1. ALL PLUMBING WORK SHALL MEET OR EXCEED THE LATEST REQUIREMENTS OF ALL NATIONAL,STATE,COUNTY,MUNICIPAL,LOCAL,AND OTHER AUTHORITIES HAVING JURISDICTION,INCLUDING PLUMBING CODE OF NEW YORK * * 52. ALL BOLTS AT STRUCTURAL STEEL SHALL BE A325F, DIAMETER CF HOLES SHALL NOT BE GREATER THAN THE BOLT DIAMETER PLUS 1/16".ALL BOLTS SHALL BE TIGHTENED WITH A TORQUE WRENCH OR STATE AND COUNTY HEALTH DEPTARTMENT REGULATIONS.ANY WORK NOT SUBJECT TO THEAPPROVAL OF THEAUTHORITIES HAVING JURISDICTION SHALL BE GOVERNED BY THE NATIONAL PLUMBING CODE,THE COUNTY HEALTH " WITH IMPACT WRENCH PRESET FOR THE PRESCRIBED TORQUE. DEPARTMENT,BEST PRACTICE,AND MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. i . Y • • , 2. CONNECTALL SOIL LINES TO APPROVED SANITARY SYSTEM. N � -� r `- 53. MINIMUM WELDS AT STRUCTURAL STEEL SHALL BE 1/4"FILLET ALL AROUND. 3. ALL WASTE DRAINAGE PIPING SHALL BE RUN IN EXTRA HEAVY CAST IRON PIPE,SIZE AS SHOWN ON THE DRAWINGS,OR AS REQUIRED BY CODE. J` Q- 4. PITCH ALL DRAINS AND BRANCH VENTS MINIMUM 1/4"PER FOOT 5. NO PIPES,EITHER WASTE OR SUPPLY,SHALL BE EXPOSED EXCEPTAS REQUIRED AT FIXTURE. 013763.Al�O ' 54. PROVIDE THERMAL INSULATION AT ALL PORTIONS OF THE BUILDING THAT ENCLOSE CONDITIONED SPACE IN CONFORMANCE WITH THE INTERNATIONAL ENERGY CONSERVATION CODE-RESIDENTIAL 6. PROVIDE AND INSTALL PROPER INSULATION ON ALL HOT AND COLD WATER AND SANITARY PIPING TO PREVENT CONDENSATION AND/OR FREEZING,AND MINIMIZE NOISE.LOCATE PIPING AS REQUIRED TO MINIMIZE NOISE. NE`N I . PROVISIONS(NYSECCC-R). INSULATION AT ALL EXTERIOR WALLS,CEILINGS, FLOORS,AND ROOFS TO BE FIBERGLASS BATT INSULATION(UNLESS OTHERWISE NOTED), R-VALUE AS SHOWN ON DRAWINGS. �• PROVIDE AND INSTALL ALL PIPING REQUIRED FOR HVAC SYSTEM. S. ALL FIXTURES TO HAVE 1/2"SUPPLY UNLESS OTHERWISE REQUIRED BY FIXTURE MANUFACTURER.PLUMBER TO VERIFY ALL PLUMBING AND PIPING REQUIREMENTS. PROVIDE INSULATION AT ALL FLOORS OVER UNHEATED BASEMENT OR CRAWL SPACES. 9.ALL SANITARY DRAINAGE,WATER SUPPLY,AND VENTING MATERIALS SHALL CONFORM TO THE PLUMBING CODE OF NEW YORK STATE. NAILING SCHEDULE : (DERIVED FROM TABLE 3.1 OF THE WOOD FRAME CONSTRUCTION MANUAL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA: TABLE R301.2(1) FOR ONE-AND TWO-FAMILY DWELLINGS, 2018 EDITION) WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER AIR GROUND DESIGN DESIGN ICE BARRIER FREEZING MEAN NUMBER OF NUMBER OF BOX SNOW LOAD: PEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE CATEGORY: WEATHERING: FROST LINE TERMITE TEMP.: UNDERLAYMENT FLOOD INDEX: ANNUAL JOINT DESCRIPTION : COMMON NAILS NAILS NAIL SPACING : FIG. R301.2(6) PH FIG. EFFECTS REGION DEBRIS ZONE FIG. R301.2(2) FIG. R301.2(4) DEPTH TABLE D101 REQUIRED HAZARDS R403.3(2) TEMP. PER R311.7.6.,THERE � 301.2(5)A SHALL BEA LANDING AT nGf� NOTE: THE TOP AND BOTTOM y�. PROVIDE STAIRWAY ILLUMINATION AS OF EACH STAIRWAY '9� REQUIRED PER NYS RESIDENTIAL CODE, ROOF FRAMING 20 LBS. S.F. 130 SEVERE 15 THE WIDTH OF EACH DA-VIDEPSSHPLL BE anovioeoroPaEVENr SECTION R303.7&R303.6 / 1 LANDING SHALL NOT BE THE SAGE0 C LESS THAN THE D-UERs ERE RAFTER TO TOP PLATE(TOE-NAILED) HLRRICANE CLIPS-SEE UPLIFT DETAILS STAIRWAY OR DOOR SERVED. EVERY LANDING SHALL HAVE A CEILING JOIST TO TOP PLATE(TOE-NAILED) (SEE TABLE 3.4A) (SEE TABLE 3.4A) PER JOIST NOTE: CELLS WITH NO PROVIDED INFORMATION TO BE FILLED IN BY THE LOCAL JURISDICTION. MINIMUM DIMENSION OF 36"MEASURED IN THE CEILING JOIST TO PARALLEL RAFTER(FACE.-NAILED) (SEE TABLE 3.9A) (SEE TABLE 3.9A) EACH LAP DIRECTION OF TRAVEL. MANUAL J DESIGN CRITERIA 3'-0" CEILING JOIST LAPS OVER PARTITIONS(FACIE-NAILED) (SEE TABLE 3.9A) (SEE TABLE 3.9A) EACH LAP o $ ELEVATION LATITUDE WINTER SUMMER ALTITUDE CORRECTION FACTOR INDOOR DESIGN TEMPERATURE HEATING °,Q W W^ COLLAR TIE TO RAFTER FACE-NAILED SEE TABLE 3.6 SEE TABLE 3.6 PER TIE ~= o U ( ) ( ) ( ) HEATING COOLING DESIGN COOLING TEMPERATURE BLOCKING TO RAFTER (TOE-NAILED) 2-8d 2-1 od EACH END TEMPERATURE DIFFERENCE °'° a & 'w W B' Lmz Q LL 0a �¢z 3m�i o 2 wLna nOQzO RIM BOARD TO RAFTER(END-NAILED) 2-16d 3-16d EACH END z W _> zu 0m0oz- o-"Om:g WALL FRAMING COOLING TEMPERATURE DIFFERENCE WIND WIND COINCIDENT DAILY RANGE WINTER SUMMER HUMIDITY _ M W o�¢ �w 2 zm VELOCITY VELOCITY WET BULB HUMIDITY �=o m3,g a mz TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d 2-16d PER FOOT HEATING COOLING z 6 o o z<w o 0 o PER SECTION R302.7.,RCNY, H z 02 rn g -5 TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d 5-16d JOINTS-EACH SIDE _ _ _ _ _ _ _ _ ENCLOSED ACCESSIBLE SPACE ==°-go= UNDER STAIRS SHALL HAVE F I-io m z - WALLS,UNDER STAIR SURFACE STUD TO STUD(FACE-NAILED) 2-16d 2-16d 24"O.C. NOTE: CELLS WITH NO PROVIDED INFORMATION TO BE FILLED IN BY THE LOCAL JURISDICTION USING TABLE 1a OR 1b FROM ACCA MANUAL J OR ESTABLISHED CRITERIA DETERMINED BY THE JURISDICTION OND THE ENCLOSED SDEW/ANY SOFFITS ED HEADER TO HEADER(FACE-NAILED) 16d 16d 16"O.C.ALONG EDGES 1/2"GYPSUM BOARD. TOP OR BOTTOM PLATE TO STUD (END-NAILED) (SEE TABLE 3.5A) (SEE TABLE 3.5A) PER STUD BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST 2-16d 1,2 2-16d 1,2 PER FOOT OR BLOCKING (FACE-NAILED) STRUCTURAL DESIGN DATA (TABLE R301.5): LIVE LOAD DEAD LOAD OR WT. LIGHT, VENTILATION AND HEATING 9"MINIMUM DEP H 4"-11/4"NOSING 11 3'.0 1. (IN LBS. PER SQ. FT.) (IN LBS. PER SQ. FT.) NOTES: _ 1` FLOOR FRAMING - NATURAL LIGHT IS NOT REQUIRED WHERE ARTIFICIAL JOIST TO SILL,TOP PLATE OR GIRDER(TOE.-NAILED) 4-8d 4-10d PER JOIST UNINHABITABLE ATTICS WITHOUT STORAGE 10 LBS/SF 10 LBS/SF LIGHT IS PROVIDED AND A WHOLE HOUSE MECHANICAL _ VENTILATION IS INSTALLED PER M1505 (R303.1 EXCEPT.2). m BRIDGING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 LBS/SF 10 LBS/SF - NATURAL VENTILATION IS NOT REQUIRED IN BATHROOMS, TOE-NAILED 2-Sd 2-10d EACH END W.C.COMPARTMENTS AND SIMILAR ROOMS WHERE B' BLOCKING TO JOIST ( ) MINIMUM LOCAL EXHAUST IS PROVIDED(R303.3). HABITABLE ATTICS &ATTICS SERVED WITH FIXED STAIRS 30 LBS/SF 10 LBS/SFSTAIR DETAIL - A'-A' TYPICAL STAIR SECTION BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d 4-16d EACH BLOCK - HEATING FACILITIES SHALL BE CAPABLE OF MAINTAINING A N'T'g' N.T.g. TEMPERATURE OF NOT LESS THAN 680 AT A POINT T ABOVE LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d 4-16d EACH JOIST BALCONIES (EXTERIOR)&DECKS 40 LBS/SF 10 LBS/SF THE FLOOR AND 2'FROM EXTERIOR WALLS IN HABITABLE JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d 3-10d PER JOIST ROOMS AT THE DESIGN TEMPERATURE (R303.10). MINIMUM HEADROOM GUARDS & HANDRAILS 200 LBS NATURAL VENTILATION MINIMUM 4%OF OPERABLE PORCHES,BALCONIES OR RAISED BAND JOIST TO JOIST(END-NAILED) 3-16d 4-16d PER JOIST FLOOR SURFACES LOCATED MORE CALCULATION GLAZING(OR OPENINGS)PER THAN 30 INCHES ABOVE THE FLOOR PER FOOT GUARD IN-FILL COMPONENTS 50 LBS HABITABLE ROOM REQUIRED OR GRADE BELOW SHALL HAVE BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d 3-16d GUARDS NOT LESS THAN 36 INCHES IN HEIGHT. OPEN SIDES OF STAIRS OPEN KITCHEN, LIVING& STAIRWAYS SHALL NOT BE LESS THAN WITH A TOTAL RISE OF MORE THAN 30 ROOF SHEATHING PASSENGER VEHICLE GARAGES 50 LBS 98 ST OPNG./1,100 S.F. RM. =8.9% 2O 36"]IN CLEAR WIDTH ATALL POINTS INCHES ABOVE THE FLOOR OR DINING ROOMS I GRADE BELOW SHALL HAVE GUARDS 0 ABOVE THE PERMITTED HANDRAIL m HEIGHTAND BELOW THE REQUIRED NOT LESS THAN 34"IN HEIGHT WOOD STRUCTURAL PANELS 8d 10d (SEE TABLE 3.10) ROOMS OTHER THAN SLEEPING ROOMS 40 LBS/SF 15 LBS/SF TV ROOM 10 S. F.F OPNG./129 S. RM. =7.7% °a -3 0"�'"' M HEADROOM HEIGHT. z NOSING OFF THE TIREADS. THE BEDROOM#1 33 ST OPNG./185 S.F. RM.= 17.8% � � � CEILING SHEATHING g ALL REQUIRED HANDRAILS SHALL BE SLEEPING ROOMS 30 LBS/SF 15 LBS/SF z TYPE I OR TYPE 2 AS DEFINED BY BEDROOM#2 24 S.F OPNG./268 S.F. RM. =8.9% g SECTION R311.78.5,OR PROVIDE GYPSUM WALL BOARD 5d coolers 5d coolers T EDGE/10"FIELD m EQUIVALENT GRASPABILITY PORCH/BALCONY/ STAIRS 40 LBS/SF 15 LBS/SF BEDROOM#3 16 S.F OPNG./199 S.F. RM. =8% g HANDRAIL HEIGHT,MEASURED ABOVE RAISED FLOOR SURFACE €o STAIR TREAD NOSINGS,SHALL BE WALL SHEATHING M 4 1/2" '-3" 4 1/2"T, NOT LESS THAN 34"AND NOT MORE z MAX MIN MAX THAN 38" BEDROOM#4 16 S.F OPNG./132 S.F. RM.= 12.1% a WOOD STRUCTURAL PANELS 8d 10d (SEE TABLE 3.11) M HANDRAILS SHALL NOT PROJECT MORE BEDROOM#5 16 S.F OPNG./174 S.F. RM.=9.2% THAN 4.5 INCHES ON EITHER SIDE OF O GYPSUM WALL BOARD 5d coolers 5d coolers o 7"EDGE/10"FIELD WIDTH FT HE AND THEMINIM Y AT D CLEAR FLOOR SHEATHING STRUCTURAL DEFLECTION DATA (TABLE R301.7): ALLOWABLE BONUS ROOM 16 S.F OPNG./522 S.F. RM.=3% VTNHFETHAONDRAIEL HEIGHT STAI ,INCLUDING BE N TREADS AND LANDINGS,SHALL NOT BE GRADE!FLOOR BELOW WOOD STRUCTURAL PANELS DEFLECTION *BONUS ROOM SHALL BE MECHANICALLY VENTED. �X HANDRAIL IS INSTALLED ON ONE SIDE < AND 27 INCHES WHERE HANDRAILSARE PROVIDED ON BOTH SIDES V OR LESS 8d 10d 6"EDGE/12"FIELD RAFTERS W/SLOPES > 3/12 & NO FINISHED CEILING ATT. TO RAFTERS L/180 EXISTING FLOOR AREAS STAIR ELEVATION - B'-B' GUARD REQUIREMENTS GREATER THAN 1" 10d 16d 6"EDGE/12"FIELD N.T.S. N.TS. INTERIOR WALLS AND PARTITIONS H/180 1ST FLOOR NOTE: THIS SCHEDULE INDICATES MINIMUM REQUIRED BY CODE. THESE DRAWINGS REQUIRE ALL (EXCLUDING GARAGE) 2,525 S.F. SUBFLOORS (STRUCTURAL PANELS)TO BE GLUED AND SCREWED TO JOISTS ...) FLOORS AND PLASTER/STUCCO CEILINGS U360 TYPICAL CODE REQUIREMENTS FOR STAIRWAYS, 2ND FLOOR 1,798 S.F. HANDRAILS & GUARDRAILS - R311 - R312 'I NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTERAT THE PANEL EDGE. ALTERNATIVE NAILING SCHEDULES ALL OTHER STRUCTURAL MEMBERS L/240 NTs SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3"O.C.AT PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FCR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. EXTERIOR WALLS W/PLASTER OR STUCCO FINISH H/360 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. LINTELS SUPPORTING MASONRY VENEER WALLS L/600 RIDGE CONNECTION REQUIREMENTS FOR WIND RAFTER / CEILING JOIST HEEL JOINT CONNECTION REQUIREMENTS TOP AND BOTTOM PLATE TO STUD LATERAL SPECIFIC TO EXPOSURE "B" & 130 MPH FASTEST WINDSPEED ( D'ERIVED FROM WFCM TABLE 3.9 & 3.9A- 2018 EDITION ) CONNECTIONS FOR WIND LOADS (DERIVED FROM WFCM TABLE 3.6-2018 EDITION) ROOF SPAN (FT.) ROOF SPAN(FT.) (DERIVED FROM WFCM TABLE 3.5A(EXPOSURE "B" & "C") - 2018 EDITION) ROOF RO OF REQUIRED CAPACITY OF 12 24 36 12 24 36 PITCH : SPAN RIDGE CONNECTION (PLF) STUD SPACING(IN.) 12 16 (FT) : RAFTER RAFTER REQUIRED NUMBER OF 16d REQUIRED CAPACITY OF SLOPE : SPACING : COMMON NAILS or 40d BOX HEEL JOINT CONNECTION WALL HEIGHT(FT) 8 10 12114 16 18 20 8 101121 14 16 18 20 3:12 12 136 SRIDGE TRAP TENSION NAILS PER HEEL (LBS) THREE SECOND REQUIRED NUMBER OF 16d COMMON NAILS or : 16 182 JOINT SPLICE GUST WIND 40d BOX NAILS PER STUD TO PLATE114 RAFTER 20 227 3:12 12"O.C. 3 5 8 360 720 1080 SPEED : CONNECTION r : 24 272 16"O.C. 4 7 10 480 960 1440 . 120 MPH 2 2 2 2 22 2 2 2 2 2 2 22 L, 28 318 4:12 12"O.C. 3 4 6 270 540 810 ry „+g .• 32 363 16"O.C. 3 5 8 360 720 1080 130 MPH 2 2 2 2 2 2 2 2 2 2 2 2 2 2 RIDGE BOARD 5:12 12"O.C. 3 3 5 216 432 648 Ft 36 409 OR 13EAM " 4:12 12 113 16"O.C. 3 4 6 288 576 864 . 7:12 12"O.C. 3 3 4 154 309 463 16 150 RAFTER AND/OR CEILING JOIST TO TOP PLATE LATERAL I.E.C.C. ENERGY CODE REQUIREMENTS: ' 20 188 16"O.C. 3 3 5 206 411 617 AND SHEAR CONNECTION REQUIREMENTS 9:12 12"O.C. 3 3 3 120 240 360 i 24 226 TO THE BEST OF THE ARCHITECT'S KNOWLEDGE,THIS CONSTRUCTION MEETS AND 16"O.C. 3 3 4 160 320 480 (DERIVED FROM WFCM TABLE 3AA(EXPOSURE B) -2018 EDITION) EXCEEDS THE INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE 28 263 (E.C.C.C.N.Y.S.)REQUIREMENTS,CONFORMING TO THE REQUIREMENTS OF CHAPTER ~:r717 12:12 12"O.C. 3 3 3 90 180 270 32 301 WALL HEIGHT(FT) 4"INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT"TABLE 402.1.2 16"O.C. 3 3 3 120 240 360 AND THE REQUIREMENTS OF CHAPTER 11 OF THE R.C.N.YS. ■ a a ix 36 338 8 10 5:12 12 88 THREE SECOND RAFTER 1,z,3,a REQUIRED NUMBER OF 8d COMMON NASSAU/SUFFOLK COUNTY-CLIMATE ZONE#4 n (m ae • e GUST WIND SPACING : NAILS or 10d BOX NAILS (TOENAILED) a 16 118 ROOF SHEATHING ATTACHMENT REQUIREMENTS for WIND LOADS SPEED : REQUIRED IN EACH RAFTER AND/OR VALUE VALUE m 20 147 CJ TO TOP PLATE CONNECTION COMPONENT REQUIRED PROVIDED 24 177 SPECIFIC TO EXPOSURE "B" @ 130 MPH FASTEST WINDSPEED 12"O.C. 2 2 PROPOSED ALTERATIONS DERIVED FROM WFCM TABLE 3.10 - 2018 EDITION 120 MPH KIRBY RESIDENCE 28 20s � ) 16' O.C. 3 3 FENESTRATION U =.32(MAX.) U=.32(MAX.) 32 236 EDGE FIELD 12"O.C. 2 2 SHGC= .40(MAX.) SHGC=.40(MAX.) 20692 MAIN ROAD, 130 MPH � MATTITUCK, NY 11952 36 265 SHEATHING LOCATION : RAFTER SPACING : MAXIMUM NAIL SPACING FOR 8d 16"O.C. 3 3 SKYLIGHT U=.55(MAX.) N/A COMMON NAILS or 10d BOX NAILS : SHGC= .40(MAX.) SCTM#1000-108-03-008.008 6:12 12 81 1 PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 4'PERIMETER EDGE ZONE 12 6 12 2 WHEN C.J.ARE INSTALLED PARALLEL TO RAFTERS,THE SUM OF THE CEILING BELOWATTIC SPACE' R=49(MIN.)* N/A CODE COMPLIANCE NOTES & 16 108 16 6 12 TOENAILS IN THE RAFTER AND THE C.J. SHALL EQUAL OR EXCEED THE .. TYR CODE REQUIREMENTS FOR 20 135 TABULATED NUMBER OF NAILS REQUIRED. CATHEDRAL CEILING•' R=49(MIN.) R=38 STAIRWAYS, HANDRAILS & 24 162 INTERIOR ZONE 12 6 12 3 TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EXTERIOR WALL R=20(MIN.) R=27 GUARDRAILS 16 6 12 EA. SIDE OF A RAFTER OF C.J.WHEN FASTENED TO A 2X4 TOP PLATE OR 3 RO5 CONTINUOUS) WALLS)INSULATION NEW 28 188 GABLE ENDWALL RAKE OR RAKE - 6 TOENAILS IN EA.SIDE WHEN FASTENED TO A 2X6 TOP PLATE. R=6.5 32 215 (CONTINUOUS INSULATION @ TRUSS WITH UP TO V RAKE O.H. 4 WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 10',THEY SHALL BE EXISTINWALLS) 1. 02/21/2023 FILE TO BUILDING DEPT. 36 242 ADJUSTED AS FOLLOWS: FRAME FLOOR R= 19(MIN.) N/A 7:12-12:1 12 76 FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT WALL HEIGHT 8' 10' BASEMENT WALL(CAVITY INSULATION) R= 13(MIN.) N/A 16 102 REQUIREMENTS SHALL BE USED. TOP PLATE TO RIDGE HEIGHT(FT) ADJUSTMENT FACTOR BASEMENT WALL(CONT.INSULATION) R= 10(MIN.) N/A f;s 20 127 10' 1.00 1.00 24 153 10, 1.15 1.00 SLAB PERIMETER(PERIM.INSULATION) R= 10(MIN.) N/A (MIN.24"DOWN) r 28 178 WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS for WIND LOADS .4 .5 R-38 INSULATION IS ALLOWED WHEN INSTALLED OVER 100%OF THE CEILING AREA& 32 204 EXTENDS UNCOMPRESSED OVER THE TOP OF THE WALL PLATE AT EAVES(R402.2.1). 36 229 SPECIFIC TO EXPOSURE "B" @ 130 MPH FASTEST WINDSPEED " R-30 INSULATION IS ALLOWED WHERE THE ROOF/CEILING ASSEMBLY DOES NOT ALLOW (DERIVED FROM WFCM TABLE 3.11 - 2018 EDITION) WINDOW & DOOR HEADER SCHEDULE SUFFICIENT SPACE FOR THE REQ.INSULATION.THE REDUCTION OF INSULATION SHALL (UNLESS OTHERWISE NOTED ON DRAWING) BE LIMITED TO 500 S.F.OR 20%OF THE TOTAL INSULATED CEILING AREA,WHICHEVER EDGE FIELD IS LESS(R402.2.2). MAXIMUM NAIL SPACING FOR 8d WIDTH OF HEADER SIZE: FLED A)� Drawn by LA SHEATHING LOCATION : STUD SPACING : COMMON NAILS or 10d BOX NAILS : OPENING \5� R HOF C'S/�, Project No. 222031 12 6 12 INTERIOR(2X4 WALL) EXTERIOR(2X4 WALL) EXTERIOR(2X6 WALL) �lvG P� FMy,L ,%- Scale: AS NOTED 4'PERIMETER EDGE ZONE Date: 10/25/22 16 6 12 LESS THAN T-0" (2)2X8 (2)2X8 (3)2X6 * _ INTERIOR ZONE 12 6 12 UP TO 4'-0" (2)2X10 (2)2X10 16 6 12 (3)2X8 r � e " (2)1-3/4"X 9-1/4" (2 1-3/4"X 9-1/4" (3 1-3/4"X 7-1/4" N 1 FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNER,THE 4 FOOT PERIMETER EDGE ZONE UP TO 6-0 MICROLAMS MICROLAMS MICROLAMS �'9 013763 `N N ATTACHMENT REQUIREMENTS SHALL BE USED. UP TO 8'-0" (2) 1-3/4"X 11-1/4" (2)1-3/4"X 11-1/4" (3)1-3/4"X 9-1/4" �M)ICROLAMS �M)ICROLAMS MMICROLAMS NE UP TO 10'-0" (MICROLAMS (MICROLAMS (3)MICROLAMS/4 WOOD ROOF RAFTER RIDGE WHERE RAFTERS&STUDS ALIGN: WOOD MEMBER AS RAFTER-TO-STUD CONNECTION: SIMPSON MSTA18 SHOWN ON DRAWINGS WHER •H2ASTRAP(EACH RAFTER W/12-8d 1-1/2" HIP RAFTERS RIDGE STRAP,MIN. (TYP,) DO NO RAFTERS&STUDS NAILS(5 @ RAFTER,2 PLATE,5 STUD RIDGE BOARD 14-10d NAILS(7 @ ° ° STEEL PLATE AS SHOWN ON DO NOT ALIGN: @ ) TOP OF EACH "'-0 RAFTER •H2.5T STRAP W/10-8d NAILS(5 EACH DRAWING(TYR) RAFTER-TO-PLATE CONNECTION: ® ) ° ° BOLT 2'-0" 2" O.0(MAX) 1/2"DIA.CARRIAGE BOLTS W/ @ RAFTER&PLATE) ® 0 ° ° ° —0 - - - - - - ® - - - -N - - - - - - - — WASHER&NUT(TYR) - - PLATE-TO-STUD CONNECTION: SIMPSON HRC22 @ 2x 0 1/2"DIA.CARRIAGE BOLTS •H2.5T STRAP W/10-8d NAILS(5 EACH HIPS OR G W/WASHER&NUT(TYP.) @ PLATE&STUD) SIMPSON HRC1.81 @ ® 0 LVL HIPSHIP,-- — — — — — — — — — — — — —� — — — — — — — — — — — — — — — — — — ROOF RAFTERS/ , HIP, N DOUBLE TOP PLATE 16-1Od x 1 1/2"into Ridge 0 OR VALLEY PER 1'_0' 2-10d x 1 1/2"into Each FLOOR PLAN 2-_0�- Rafter BOLT�2'-0"0 C.(MAX) I I WOOD STUD MIN 3 1/2" I I BEARING(TYR) I I I I ROOF-TO-WALL CONNECTION 1 /A-1c TYPICAL EXTERIOR WALL STUD STUD-TO-RIM JOIST CONNECTION: •(2)LSTA12 STRAPS(EACH STUD)W/10-8d NAILS (5 @ STUD,5 @ RIM JOIST) RIDGE-TO-HIP RAFTER CONNECTION RIDGE -TO- RAFTER/HIP/VALLEY RIM JOIST -OR. 6 /A-1 c 10 /A-1 c •(2)H8 TWIST STRAPS(EACH STUD)W/10-10d 1-1/2" CONNECTION (NTS) FLITCH PLATE DETAIL (NTS) 13 /A-1 c NAILS(5 @ STUD,5 @ PLATE/RIM JOIST) FOR PANEL SPANS 4'-0"AND GREATER: WOOD BEAM 32 M/N _�_ ROOF SHEATHING TO •23132"APA SPAN-RATED 48/24 SHEATHING GRADE DOUBLE TOP PLATE PER PLAN EXTEND FROM MAIN ROOF PLYWOOD(OVERLAP 4"AROUND OPENINGS) TO END OF RAKE,MIN.2:1 •2X4 STRONG-BACKS @ 24"O.C. SECOND COMMON 24"M RATIO(TYP) RAFTER ASSEMBLY: TYPICAL EXTERIOR STUD WALL FIRST COMMON 2X FLOOR JOIST PER RAFTER EXTENDED 1-PREASSEMBLE PLYWOOD TO 2X4s:#10X3"(W/ WASHERS)GALVANIZED OR STAINLESS STEEL WOOD PLAN RIDGE BEAM SCREWS @ 12"O.C. END RAFTER 2-ATTACH STRUCTURAL PANEL: FASTEN TO BUILDING 0 w/#10x3"(w/WASHERS)GALVANIZED OR STAINLESS SIMPSON JOIST VERGE RAFTER I STEEL WOOD SCREWS @ 16"O.C. HANGER PER TABLE BELOW #A88 ANGLE CONNECTOR MULTIPLE SECTION BY SIMPSON, ASSEMBLY WALL-TO-WALL CONNECTION 2 /A-1c FASTEN W/ 1/4"THICK BOLTS @ 24"O.C. NAILS PER 0 MANU.SPEC. Ij I.ji I II Ij II 1 I TYPICAL EXTERIOR WALL STUD STUD-TO-RIM JOIST CONNECTION: i . •LSTA12 STRAP(EACH STUD)W/10-8d NAILS (5 @ STUD,5@ RIM JOIST) I RIM JOIST BARGE RAFTER I lie I I •H6 TWIST STRAP(EACH STUD)W/8-8d I I NAILS(4 @ STUD,4 @ RIM JOIST) 41' 2X6 LOOKOUTS @ 16"O.C.,NOTCH I I I I OVERHANGING FLOOR JOISTS JOIST TYPE HANGER HDR. FASTENERS JOIST FASTENERS INTO END RAFTERS&INSTALL SIMPSON UPLIFT CONNECTOR,, I I TYPICAL EXTERIOR WALL STUD (NOT TO EXCEED 2'-0") O SECOND COMMON& 2X8 LUS26 (4) 10d NAILS (4) 10d NAILS BARGE RAFTERS JOIST-TO-STUD CONNECTION: 2X10 LUS28 (6) 10d NAILS (4) 10d NAILS 11-7/8" LVL MIU1.81/11 20 16d NAILS 2 N10 NAILS MST COIL STRAP BETWEEN USE CONNECTORS SIMILAR TO ( ) ( ) GABLE END WALL SHEATHING VERGE RAFTER,TOP PLATES& "ROOF-TO-WALL CONNECTION" 11-7/8"TJI-230/360 MIU2.37/11 (20) 16dNAILS (2) N10NAILS EXTENDS UP TO UNDERSIDE OF WALLSTUDS DETAIL ROOF SHEATHING. VERGE RAFTER STRUCTURAL WOOD PANELS FOR WIND-BORNE FASTENS THRUSHEATHING,INTO DEBRIS PROTECTION OF WINDOWS (NTS) (2)2X8 LUS28-2 (6) 16d NAILS (4) 16d NAILS END RAFTER 14 /A•1 C (2)2X10 LUS210-2 (8) 16d NAILS (6) 16d NAILS (2) 11-7/8"LVL MIU3.56/11 (20) 16d NAILS (2) N10 NAILS FASCIA BOARD (2) 11-7/8"TJI-230/360 MIU4.75/11 (20) 16d NAILS (2) N10 NAILS DOUBLE TOP PLATE NOTE: BEAM FLUSH CONNECTION CHART RAKE OVERHANGS SHALL CONFORM WITHWFCM2015,FIGURES 2.19&2.1h (NTS) 7 /A-1c TYPICAL EXTENDED RAKE DETAIL @ GABLE END WALLS 3/4"OBOLTS(TYP) CANTILEVERED FLOOR-TO-FLOOR CONNECTION 3 /A-1c 11 /A•1C p (NTS) TOP PLATE SEE PLAN SECTION B-B FOR SIZE •" P+'n SIMPSON HANGER @ RAFTER Po 0 CONNECTION TO BEARING RIDGE, BP 12"X 5/8"X 6" TYPICAL EXTERIOR WALL STUD STUD-TO-RIM JOIST CONNECTION: PER SCHEDULE BELOW 1/4" (ADJUST •LSTA12 STRAP(EACH STUD)W/10-8d NAILS s/1s^ JACK STUD-TO- WIDTH TO @ STUD,5 @ RIM JOIST) HEADER MATCH RIM JOIST - -OR- (5 CLOSTA2ICMOETAL BEAM '� WIDTH) B B e •H8 TWIST STRAP(EACH STUD)W/10-10d 1-1/2" STRAP W/16-10d 1 1/2 1 1/2 '' NAILS(5 @ STUD,5 @ PLATE/RIM JOIST) NAILS(for 11 1/4" N header) . JACK-TO- - OR - ' z 1/4" ; -- /4"0 ANCHOR BOLT TO BE zit O KING STUD: •LSTA18 W/14-10d 0 0 FACE AIL PLA D PRIOR TO POUR !G� N NAILS(for 9 1/4" (TYP) z of 2-16d COMMON DOUBLE SILL PLATE ��6 lyel o o NAILS @ 12" header) a : :; i ' �� r1 O.C. y4 .z Q NOTE:FOR SPANS r v w x (.•,••' F F G GREATER THAN 4'- " 3/a"0 ANCHOR J' ✓ co z G 0 , v �• FOUNDATION :` '•:•:',''.'::;•'�.'.'`;•�•�`,';�•:.�.'':>' ;�. O � z , RIM JOIST-TO-SILL PLATE CONNECTION: O �� USE(2) BOLTS. w w � .m = " '' ' ' •SS STRAP(16"O.C.)W/7-10d NAILS F� METAL STRAPS AT a"DIAMETER STD. RIM JOIST, ILL PLAT STEEL COLUMN` (4 @ R T,3 @ S E) EACH END OF BASE �i: ',;• 't ;a:.: w HEADER PLATE P ELEVATI ON' B 8"X 8" /i X34" SIIL-TO-FOUNDATION CONNECTION: :':.`:... :'. I ...........�......,.4...`;..:.::'; RIDGE BEAM PER INSTALLANCHOR BOLTS PER TYPICAL FRAMING PLAN(TYP.) STUD-TO-PLATE/ FOUNDATION R FOUNDATION ® a CONST UCTION NOTES CONNECTION: f4 •HTT22 w/32-16d 1 RAFTER TYPE HANGER RIDGE FASTENERS RAFTER FASTENERS SINKERS INTO STUD TYPICAL BEARING PL (NTS)ATE DETAILS15 /A-1c �i 2X8 LR 2 Z 1 AI 5/8" U 8 6 6d N LS 16d NAILS S O G' L I t::. ANCHOR BOLT :::.,..••.•'•,',.•.:!:..::�,`•:•::."..'.'•:'..�:•.:, 2X10 LRU210Z (6) 16d NAILS (7) 16d NAILS U „f• ,_., a ,.:•._ ._. . . . 2X12 LRU212Z (6) 16d NAILS (7) 16d NAILS PROPOSED ALTERATIONS WALL TO FOUNDATION CONNECTION 4 /A-1C (2)2X8 LUS28-2Z (22) N16 NAILS (18) N16 NAILS (2)2X10 LSSR210-2Z (22) N16 NAILS (18) N16 NAILS KIRBY RESIDENCE (2)2X12 LSSU210-2Z (22) N16 NAILS (18) N16 NAILS SIMPSON LRUZ RAFTER HANGER: • 20692 MAIN ROAD, HEADER CONNECTIONS (NTS) 12 /A-1c LRU28Z@2X8 RAFTERS MATTITUCK, NY 11952 RAFTER & BEARING RIDGE EXTERIOR WALL(TYP.) LRU212Z @ 2X12 RAFTERS SCTM#1000-108-03 008.008 • 8 /A-1c TYPICAL EXTERIOR WALL STUD CONNECTION (NTS) 6-10d NAILS EACH INTO LEDGER TYPICAL CONSTRUCTION DETAIL 2X WOOD LEDGER PER PLAN o 7-10d NAILS INTO EACH RAFTER W/(2)1/4"LEDGER-LOCK e STUD-TO-SILL PLATE CONNECTION: SCREWS THRU LEDGER INTO •SSP STRAP(EACH STUD)W/7-10d NAILS EACH STUD (4 @ STUD,3 @ SILL JOIST) STU1/2 BEARING PLATE R9OOF -OR- 0 / 2-AC4(For4X4 Post)W/12-16d Nails into 0 pFR Sqs 1. 02/21/2023 FILE TO BUILDING DEPT. •TSP TWIST STRAP(EACH STUD)W/12-10d 1-1/2" Beam,8-16d Nails into Post o o0 o e NAILS(6 @ STUD,6 @ SILL PLATE) I I 2-AC6(For 6x6 Post)w/12-16d Nails into DOUBLE SILL PLATE Beam,8-16d Nails into Post 0 ° MIN.DOUBLE 2X HEADER o 0 0 0 FLOOR JOISTS PER FOUNDATION :`.:':,:•:;:`;%; ; SIIL-TO-FOUNDATION CONNECTION: PLANS(TYP.) CLG.JOISTS or • INSTALLANCHOR BOLTS PER TYPICAL BLOCKING PER PLAN& FOUNDATION CONSTRUCTION NOTES SECTION DRAWINGS 1/2"THREADED ROD REQUIRED FOR STU1/2 '•f ABU44(for 4x4 post)W/5/8"Embeded ,I CNW COUPLER NUT Anchor,12-16d Nails into ost ABU66(for 6x6 post)W/5/8"Embeded Anchor,12-16d Nails into post 1/2"ANCHOR BOLT W/MIN.6" EMBEDMENT,6 3/8"CLEARANCE TO ° '® BRED ARC Drawn by LA EDGE OF CONCRETE 5 P�R HOFFM ��� Project No. 222031 � y WALL TO SILL CONNECTION 5 /A-1c 2X RAFTER-TO-WALL CONNECTION (NTS) 16 /A-1c �`� �� �� Scale: AS NOTED P.C.PIER,FOUNDATION OR SLAB Date: 10/25/22 HOLLOW COLUMN SOLID POST * _� COLUMN UPLIFT CONNECTIONS 9 /A-1c 9 °'3763 ° NE 1 A•8 17'-1 1/2" 16-6 1/2" 40'-11" 33'-6 1/2" ———————————————————————————————————————————————————————————------------ : ¢ :p..7 ' r------------------ . . . - .. ---- I v l I I I p l I I I • : I i I I I I I I I I i EX. UNEXCAVTED i v. W Z co • I I p l i � l I ' , I II I I I -----------------------------------------I WINDOW I I I 'pl I I -- I--------------------------------------- I • I EX.BEAM&POST _ _ r p , . . . :p. . .... .. — —`fOREMAIN —O —. —. — .. . ------------------- I I I I I cl. ———————————————————————————— ——————J p. p p.. p. .. Ir------------------------------------------------------- NEW BEAM UNDER I I , I I E FULL-HT WALL I I I I ' • I � THE F I I • ' I . Sul I I p I I • I I •. I I '. I Ala r------ — --------------------------I MiX I j II I p . . . ;.. I � I +— +- — — — --------------- —� I I—Z I r — "� I I I I I i X OD EX.D Fw-uw N NO l i i i a 0 I 2'-1/4" 6'4 1/2" 1'-10 1/2" X +w i I W I ' Ex. I J�a w i I I I UP I w 00! I HSS 4"X4"X1/4"STANDARD WEIGHT/ v EXISTING I I I I Cl) STEEL COLUMN UNFINISHED BASEMENT/ I : •. I I I I I L� _ I — — Z NI I 36"X36"X16"FOOTING(6)#5 BARS BOTH STORAGE L————— I I 1 F,0 N WAYS TOP&BOTTOM EX.DOOR I I I I v' Q I11 II ______________� Z m I r I , INSTALL 11"X1/4"STL.PLATE I ( I I BOLTED ON ONE SIDE OM EX. JL2X12 BEAM EX.(3)2X12 BEAM -�T— —.�..— .— .— .— .— .— O._ .— .— .— .— •— •-- --- TO REMAIN I �••-- •— '— •— •— •— i i I :4 ( I I i p I �--I--� I _ I - -�.— . — .— .— .— ._O— EX.BEAM — —0-1 — — — — I i I o a�i TO REMAIN —�'— '— I I I I EXISTING I ( I i-----� EXISTING w I I UNEXCAVTED I ' ' I STORAGE >g >I� >IF RELOCATE—I ' I I JI J'g J g w EX.DUCT III I D I I I F•� �*la �Ia co f=----J I alai 01 w DOUBLE LVL TO MATCH vl vl� W i EXISTING F.J.(TYP.) I I I a M x M X M.x 7 z I I I . . I I . I� I i I I +w —o— I I T I ! EXISTING •.—NEW BEAM UNDER NEW BEAMS UNDER THE Z SUORAGrE/ I I I I �, I. THE FULL-HT WALL NEW ELEC.FIREPLACE. "w I EX CORE DRILL&EPDXY#5 I I I ( I WINDOWS TO BE FILLED 13R NEW&EXREBAR XIIST.WALLS ALIGN. I I I I -- NTH MASONRY(TYP.) UP (PATCH TO MATCH) (TYP) ir -------------�_-- ---------- --- ----------------------- ---- I p . - . . I of --- --------L- �s--------- — ------ ------ I I Lu ZI ————————————T I N t REMOVE EXISTING I EX.N FOUNDATION WALLS I p• I EX. I I L— --- WINDOW ————————————————————————— --- ——————— WINDOW -----J I ,M p p.' -----------------------------------L_ ---_�•-----_- L_ , „ I / _--I I I I EX. I I +/ 12'-0" ` 2-2" 11'-9 1/4" 2-2 +/-11'-10 3/4" I ------------ ---------- - T -- ------------ ------WINDOW------� TOP OF PIER I --- REMAIN(TYP.) -- .T- L I 3'-0"ABOVE FINISHED I o 4"SLAB ON GRADE I STOOP ELEVATION(TYP. ------ --- --- I 6X6-W2.0XW2.0 OVER - ---- -- -- ----- --,-----I I r/ _J 15 MIL.VAPOR BARRIER OVER ---- - // 6"COMPACTED(MIN 1/2"CLEAN m U I SAND WITH 3500 PSI CONCRETE a I _____________________ I 1 1 I Izo r— 1 0 I I I I bo I o I _ _ 1 I f 8 -T_6„ I 1 11,_5„ 8„ 2'2„ 25,_2„ - ------ ---- I I s'•t 1 1 I ---------------- 8" I — I r -- 1 —II I D 1 I _________________ L_________ ______ ____________________________________j_ D __ ao D' D �,, p• D, D p D D -bo————————————— ——————————————————————————————————————— D r— I 'D' r-------------- L_' f" I TOPOFFOUNDATIONWALL Q I # 4"SLAB ON GRADE I I 6 114"BELOW FINISHED 1ST FLOOR STEPPED FOOTING DETAIL I I TYPICAL FOUNDATION CONSTRUCTION: •(2)2X6 TREATED SILL PLATE @ TOP OF FOUNDATION WALL(DOUGLAS FIR TOP PLATE, ; I 6X6-W2.OXW2.0 OVER I I I I (NOTE: (SEE DETAIL 5-A.2) 4 15 MIL.VAPOR BARRIER OVER I I I I -THE FINISHED STOOP LEVEL IS 1.5" n 6"COMPACTED MIN 112"CLEAN STEPPED FOOTING DETAIL I I BELOW FINISHED 1ST FLOOR, �_° TREATED BOTTOM PLATE ; D I •SILL SEALER&TERMITE SHIELD BETWEEN WOOD SILL&TOP OF FOUNDATION WALL. SAND WITH 3500 PSI CONCRETE I 8 I-�9TCFiTl415'4 1/2"^'`- q8 4 8' 12'-6 1/2" 2'-3" `' 10'-8" g I THE STOOP HAS 1/4"OVER 12" I ) j i I -2"-THICK BLUESTONE OVER CONC. 2T-0" 1'-0" I •15"X 5/8"DIA.ANCHOR BOLTS W/3"SQUARE WASHERS,@ 34"O.C.MAX SPACING, 12" j PITCH 1/4" --------------- p L— I I STOOP) I •D I MAX FROM CORNERS. k L_______________ _________ I = I �' I i i •8"P P.C. FOUNDATION WALL REINFORCED W/(1)#5 HORIZONTAL REBAR @ TOP&MIDDLE � r w L ---------------- _ ----__ O WALL&(1)#5 VERTICAL REBAR @ALL CORNERS. P.C. FOUNDATION WALLS TO KEY INTO 16' WIDE X 8"DEEP P.C. FOOTING.BOTTOM OF o I I I I FOOTING TO BE 36"BELOW GRADE. REINFORCE FOOTING W/(2)HORIZONTAL#5 REBAR, v I I I I 3"FROM BOTTOM. ` ( ( I I I � I •CONC.WASH @ TOP OF EXTERIOR SIDE OF FOOTING. , u ________ I Lill' •4"DIAM. PERFORATED DRAIN TILE WRAPPED WITH FILTER FABRIC @ OUTSIDE D PERIMETER OF FOOTING, PIPED TO DRYWELL. "' I 4"P.C.STOOP SLAB(PITCHED AS NOTED),OVER 6 MIL POLYETHYLENE VAPOR BARRIER, OVER MIN.6OF GRAVEL FILL,OVER VIRGIN SOIL. � 0 I NEW RETAINING WALL(SEE DETAIL 7-A.2 1 TOP OF WALL(TW) / ® n 1 Ir • ,. o I Iv- 4"SLAB ON GRADE f •, 1 W2.0 a IL VAPOR .R BAR OVER #6 BARS @ 12"O.C. 15 MIL.VAPOR BARRIER OVER 1 j 6"COMPACTED(MIN 1/2"CLEAN (LW BARS) I SAND WITH 3500 PSI ONCRETE I #5 @ 18"O.C. #7 BARS @ 12"O.C. �,,,; (OBARS) KIRBY RESIDENCE 1 I 24"D.C. PROPOSED ALTERATIONS WALL LEGEND 3"MIN.C.C.(TYP) STONE 2 CRUSHED 20692 MAIN ROAD C—--- EXIST.WALL TO BE DEMOLISHED MATTITUCK, NY 11,952 0 EXIST.WALL TO REMAIN ' SCTM#1000-108-03-008.008 5'-0" 5'-5"— 12'-3 1/2" 16'-1/2" 1'-0" 4'-9 1/2" 12'_0" 28'-0" Q PROP.UNIFORM CONC.WALL,OVER VIRGIN SOIL m SELECT (TYP) Of 5 COMPACTED c A u�R BASEMENT& FOUNDATION PLAN, 2 PROP.2X4 DOUG FIR INTERIOR WALL,16"STUDS BACKFILL FOUNDATION DETAILS A•8 O.C.-1/2"GYP.BOARD @ BOTH SIDES(TYP) PROP.2X6 DOUG FIR EXTERIOR WALL,16"STUDS BASEMENT FOUNDATION PLAN O.C.-1/2"GYP.BOARD INTERIOR SHEATHING-1/2" CDX PLYWOOD EXTERIOR SHEATHING A•2 SCALE: 1/4" = 1'-0" ® 2"NATURAL STONE VANEER TO BE SELECTED BY FILTER FABRIC OWNER/ARCHITECT r #7 @ 12"O.C. HOOKED DOWELS 1. 02/21/2023 FILE TO BUILDING DEPT. 4"DIA.PVC WEEP 0 BAR/HOOKED 2, 04/12/2023 DOB RESUBMISSION PER COMMENTS HOLE @ 8'O.C. DOWEL 35"MIN. Q 'r SPLICE LENGTH SELECT COMPACTED CONCRETE - :�:� ::': WATERPROOFING (TYP.) 1—#4 EACH STEP CONCRETE SLAB OVER GRANULAR BACKFILL KEYED r a LAP TYP. #4 9"O.C. • FOUNDATION WALL >;<':':' MEMBRANE PER SPECS — � #5 BARS(TYP.) ra MiN ENTRY WALL 20"MIN.SPLICE (D BARS) DRAINAGE MAT APPLIED �;.::•: OVER WATERPROOFING. :.'... .. _....••...'.. .. s-� •' CONTINUE OVER TOP OF r,......,.,..... • SPLICE ,'.' '' 3"MIN.C.C.(TYP) 6-#6 CONTINUOUS r•,......, .•............. .f ...:. ... .,•.. i.:...... OUTSIDE CORNER :..,:.:.:... TOP OF FOOTING (Lb BARS) FOOTING GRAVEL FILL W/ ' ( :'::.!: :.:'.... :,.e..... :•:,i,:"..::. :,i;':.:::C.!:. : REINFORCING TO MATCH — NOTE 3 :: . . #4 BARS @,2"O.C. R':•:;:': FILTER FABRIC MAY BE USED :t:':.:.::•::.':.:::•:i::.::".•:;:':.:::•:'::r,: •:':::.:': ::.. .:.'.:.. .;.,. .. - HORIZONTAL BARS(TYP.) • .:i,: IN PLACE OF MAT) 00 p p — •" :.:: :.r: R SLOPE W/MORTAR OR O 000 w = r' :...:. :..� . '• .'r 1• :..':'.•:: NON BIODEGRADABLE 1-a • —I .Y.::. ': ,f.':•'•:.'.:.:::: (1)#5 BAR ?,:'.c;; ;.;": .:, BOTTOM OF FOOTING CANT STRIP W. IIIII— I — - _II II_I II I_ 'r` #�\ i� 4 BAR S 8" Z @ 1 0 C. PROTECT cv RO ECT TOP F I O 0 TILE — —IIII—III— _I _ II —III .. ... .:'::.::�• WlFILTER FABRIC ,., .....,..•. .�:...".,..... ..: fe:•'Z TYPICAL .� •;: I D ;.• �•.. ININF I III I I-IIIII=IIIII_'::. .;.,�. ":;.•.'':. : :' . #4 BARS CONTINUOUS RE AR�y Drawn by LA •••••(Y••. FOUNDATION WALL !, �_ — — :+ R HOFp Project No. 222031 +:'• N UNDISTURBED SOIL(TYP.) ��— =IIIII=IIIII=IIII ' '', 3'A r• �O\� P� ''vti Scale: AS NOTED IIIII IIIII REBAR PER ` 6x6— — '•_ SHEAR KEY .� IIII -IIIII-IIIII=IIIII 9 ,o. -� Date: 10/25/22 FOUNDATION DETAILS • � IIIII IIIII I I I I i w646 II I II—IIIII—IIIII= FOUNDATION WALL -� 1'8"MIN 6"(rvPJ 4"MIN.DIA.PERFORATED DRAIN PIPE —O ""'(�P> NOTES: ® , �Y' • • LEADS TO DRYWELL. 2—#4 CON T. �+'` ,•� ' ALL CONCRETE TO HAVE 4,000 PSI COMPRESSIVE STRENGTH @ 28 DAYS N� NOTE:INVERT OF TILE SHOULD NOT BE L STEEL REINFORCING BARS TO BE GRADE 60 013763 �O ABOVE SLAB ELEVATION. . TYPICAL CONCRETE RETAINING WALL NEB ' TYP. FDN.WATERPROOFING&DRAINAGE CORNER BAR DETAIL =3CONCRETE STAIR DETAIL 4 STEPPED FOOTING DETAIL TYP. CONCRETE SLAB AT FRONT STOOP DETAIL 7 (NITS) 727 (NTS) NTS C� �j(NTS) v SCALE: 3/4"=1'-0" NTS V-11 1/4" 6-3 1/2" 2T-3 114" EQ. EQ� REMOVE EXIST PERGOLA NEW V-0"X T-4" WIN HDR PER NOTE:-.---- JINDOWSILL PICTURE WINDOW SCHEPULE(TYP)I @ KITCHEN COUNTER AREA -------------------------------------------------------------------- ------ EXT bffA-M- t5TREffA—IN. —0— N T cj DW NEW UPPER 0 J c,- CABINETS 0) < I- _12'-11 3/ 1011- 2- W Lu 9 cl� CL N I , , I L io W REPLACE AND RELOCATE F EXIST WINDOWS W/(2) o. - Z-6"XT-4" WINDOWS REPLACE EX. .< -7" KITCHEN WINDOW lea BELOWIFINISHED b ALIGN 0 A P R 1STFLOOR 0 L) W (0 -81, 4--l" T-6" T-8 3/4" co v - W m 2 RELOCATED EXISTING NEW(2)Z-6"XT-8" EX.WALLABOVE SLIDING DOOR co t TEMP.GL.SHOWER ENCLOSURES (�) - DOUBLE HUNG WINDOW PER CODE(TYP) EX.BEAM TO I - I F 1::!11`1'1:10 R _Lz- 'F�_EMAN_ '_ -— 1 4'-0"X 6-4- f -b7dOR HDR PER - — I QIZZ Z� 1 4-/12" 4) 1 1 — I G__ z EX.FLUSH BEAM DOUBLE DOOR --V-8" 19'-3 3/4" SCHEDULE(TYP) T-4" 4'-0" T-6., W -2'-O'T �F. 0 TI REM IN _J p T-5 3/4"1 x in- ------------ ----- ---------------------- 1 SHOWER I W z k > qbx EX.DOOR --------------------- -- --- ------ _J i i 36"RVF W 3: L------------------------------------ b I I - W�� co W BELOWFINIS D D ELEC. i C0 a I co -0 - , ZF 0 0 Cl) I ST FLOOR RANGE +Lj��- 9 5 z _J EX. ui TV < CL z W LWU DN. LINE OF FLAT CEILING ABOVE (n PROP. - C�, ----------------- -------------------- ----------- -- ----- --------------4- BUFFET 6-4 1/4" 13'J" CL. ROP. -NEW BUILT IN EES z TV ROOM 4 1/2" 4 1/2" 17-1 3/4" 4z, 0 G EL_ PROP. Cl I W RELOCATE EXIST -DINING ROOM---- FIREPLACE TO 0 OPEN TO TV ROOM 0 REMOVE EX.HEARTH/ PROP. W.1.C. EX. 4 1/2� p PATCH FLOOR TO MATCH 813ATH DN E3AT 3, L! N\EW20"-DEEP NEW 2X6 C.J. -*-HEARTH L UPPER GLASS @ 16"O.C. I I C ----------------------- ------ CABINET r6 EX.RIDGE TO REMIAN .1 k----------------------- - W - - - - - - - - - - - - - - - - - - - - - - - I------- Q W 0 - - - - - - - - - - - - - - - - - - - - - ------- ­7' T, z m, STONE VENEER @ FIREPLACE WALLS, 3/4"" 00 W MARBLE SADDLE X EXTEND THE WALL OF THE FIREPLACE TO @ BATHROO S C14 THE CLG/ROOF ABOVE M zt 2 (TYP.) EX, C0 R< EX.DDOR TO BE DN. _W 0 B 0 �: Z k 0 0 0 REPLACED W/ W 0 0 ALTERED z W 0 Cl) REMOVE C_ BEL FPSC af 2E W W MUDROOM LOW DUCT < _V-2 1/2" -----ui W 1 2" 7D ; REMOVE KNEE WALL RAILING < BELOW FINISHED V AND INSTALL36"-HIGH GUARD NEW(2)2x8 E EX INSTALL TV OVER NEW SEE- /E HDR RELOC I ST FLOOR DN,\ 55%76K \,f� BELOW FINISHED 61, 6" THROUGH ELEC.FIREPLACE LINE OF FLAT CEILING ABOI RAIL PER CODE.BALUSTER NEW T-O"X 6-8" CT 1ST FLOOR Z-O" V-0" V-3",- (MATCH THE BOTTOM HEIGH'I OF SPACING SHALL NOT ALLOW I - FIREPLACE TO BE SELECTED BY RE -POLE" HELF @ ALL I -LION NEW DORMER&EX.CEILING. PASSAGE OF 4"DIA.SPHE TRI�MED OPENING CLOSSETS(TYP.) OWNERJEI�ALT�ARTI :!t �Nn� ------ ---------- -------r T-----------/-\--------- DIMENSIONS TO BE VILF) _C� co NO VENTING REQ. co LL 01 EXISTING 0 U) z - - - - - - - - EXISTING 'PRO'P'.' op. PROP. PRIMARY . 11�. �. I SEE 2ND FLOOR GARAGE ui CL. 19. 4'-0"X 6-13" 130 BATH LIVING ROOM . . . . . . . . DOUBLE DOOR PLAN FOR DETAILS uJ 0 EX F J TO EX FJ TO PRO W L-------- W LAUNDRY < REMOVE EX. EXISTING W W 0 W It:, NOTE: D C P CABINETS@ LIVING PRIMARY '16 N E co ROOM(T�P.) r� GC SHALL VLF TYPE X UPPER x BEDROOM 1! p 5/8"GYP.BID. CABINET 1 04 4X,4 POST je� _b - R< FINISHED : 1ST FLOOR Z I EX� #1 4 1/2"-- t4R —6'-4 1/2" z 6X6 POST 6X6POST UP 6(6POST 0 C14 ERI 0 r t WIN.HDR PER 0 NEW T-0"XV-8 DOOR HDR P SCHEDULE(TYP) ;?"TEMPERED FIXED WIN. W SCHEDULE(TYP _2111 X < 91-13"XV-8" I N -51, 0 EW 3'-0I'X14' 3-PAN-EL TEMPERED SLIDING DOOR 'DOUB_E HUN 31 WINDOW REMOVE EX. IDDLE PANEL OPERABLE) COLUMN ui A x KIP FACE WIN.HDR PER 0 SCHEDULE(TYP) \1 NEW 2);LX12. W ....... RE_( PORCHE PORCH BEAM L 3 - - - - - - - - 0 NEW3'-2"X5'-O" A L) --------------- ------------ -------------------------- NEW 3'-2"X5!-0" NEW(2)3'-2"X5'-0" TEMPERED N W DOUBLE HUNG WINDOW DOUBLE HUNG WINDOW DOUBLE HUNG WINDOW WIN.HDR PER _m. 0 N LJJ c? SCHEDULE(TYR) 01 b F IT REMOVE EX.ROOF Lu X.> OVERHANG N z C',- L'i I ----- ------------------------------ NEW3!_2T'X5'-0" NEW(2)3'-2"X5'-0" NEW3'-2"X5'-0" ui cl) z DOUBLE HUNG WINDOW DOUBLE HUNG WINDOWS DOUBLE HUNG W1 r- 10 NDOW C,> 0 ;-ifr < , r- W Lu. REMOVE EXIST X. 2F 0 Z10 ----------------------11 1,zu, I \+�' BELOW FINISHED -STEPS&STOOP T-7 im< 1� lam: 13:10 W 1 ST FLOOR ------------------- 777, W1 0 AANDSCAPED .3:L) ZLW NEW 2X8 R R NEW2X8R INSTALL36-HIGH GUARD RAIL PER CODE. AREA Iwo Z CL ---------------------- 0 @�16� @ 16"O.C. BALUSTER SPAC ING SHALL NOTALLOW to PASSAGE OF4"DIA.SPHERE(TYR) -3/4"X 9- /4" -------- J, ------- LVL BEAf V-2" 13'-V`� V-2" 12'-9 1/4" 12'-4 3/4" Z� J 4X6 POST ABOVE 6X6 PRESSURE TREATED DN. N. \—STRUCTURAL COLUA IN W/ DECORATIVE ENCLOSURE(TYP.) 6-9 1/2" 11-3 .1 11'-2 1/4" __6-103/4" 4-2 3/4" 3'-4 1/2" 12'-4 3/4" 13'-6" —6'-6" 6-9 1/2" 11'-2 1/2"— 11'-2" 5�-10" 9 NEW RETAINING WALL(SEE BASEMENT PLAN FOR DETAIL) Z-1 T 9 6 9 F, PROPOSED ALTERATIONS KIRBY RESIDENCE. 20692 MAIN ROAD, MATTITUCK, NY 11952 6-0" 5'-5"- 28'-4" V-0" —4-9 1/2" 17-0" 28'-2" 33'-10" SCTM#1000-108-03-008.008 +/-108'-1 1/2" EXISTING EXISTING DWELLING 1 ST FLOOR PLAN & WALL LEGEND FIRSTFLOOR PLAN 1. 02/21/2023 FILE TO BUILDING DEPT 2 2. 04/12/2023 DOB RESUBMISSION PER COMMENTS �A-3 ) SCALE: 1/4" = V-0" A WALLLEGEND EXIST WALL TO BE DEMOLISHED EXIST WALL TO R EMAI N PROP.UNIFORM CONC.WALL,OVER VIRGIN SOIL (TYP) PROP.2X4 DOUG FIR INTERIOR WALL,16"STUDS O.C.-1/2"GYP.BOARD @ 130TH SIDES(TYP) PROP.2X6 DOUG FIR EXTERIOR WALL,16"STUDS 0,C.-1/2"GYP.BOARD INT-ERIOR SHEATHING-1/2" ED Ap Drawn by LA EZn2:22= CDX PLYWOOD EXTERIOR-S-HEATHING F, HOpt�j Project No. 222031 2"NATURAL STONE VANEER TO BE SELECTED BY Scale: AS NOTED QWNER/ARCHITECT Date: 10/25/22 7­ T �_R I U, 71i' T �M 4 Lu r I v-8. �EAM 3 7AL T 0 -0 -N-1 Fr-3" op. . . _.NPR .9. L W- D" 013753 0 ............ i i 1 �I�`5X(7. 44 rr war r aw I r I s r; i - ' �,ov R- . I �.► ..w. ra.� : f-II AT -WPM ,I UR&WING No: / RAY DO ER, ARCHITECT . ARCHITECTURAL DESIGN ' t�1 ' INTERIOR DESIGN DATE: -• . . _ :.- . " ► 4801\ PLANNING$DE1IELOPMENT RESIDENTIAL-COMM RCM-INDUSTRIAL QN : RE I w t - ►:.,�+� P4 95 RICHM+CEND AVENUE CIS S. ANMITYVILLE, NEW YORK,11701 ' 4 DA ITEC O M r Iis��yss1-�71s - EMAI L;'R._ RCH T aYAH O.GO A 8 F_— _T ---------------------------------------------- EXISTING BONUS ROOM SHALL BE LEGALIZED UNDER SEPARATE PERMITI —23'-3 3/4" 10'-4 1/4" V-3/4" 16'-10 1/2" 9'-1 1/4"— REPLACE EX, NEW(2)3'-2"X4'-9" WINDOW(TEMPERED DOUBLE HUNG EXIiTING GLASS) -- — — — — — EGRESS-WINDOW — — — — — — — — — — — — — — — — — CL. MODIFY EX.OPENING FOR L ---------------------------------------------------------------------- 2'-5"X2'-5"TEMPERED IF CASEMENT WINDOW EXIST.SKYLIGHT---o- TO REMAIN(TYR) EXISTING EXISTING ffI'll.-__� " -1, --- I 0 0 --C L- --- ---- 0 EXISTIN6 BEDROOM 1/2" 4 1/2" 5 1/2" 0 -51 _ _. _ _ _ _. _ 4 1/2" —T-O" -01, NEW DECORATIVE BEAM 0 #4 1! 4'-5" 5,-6" -y I ;I C? 9 0 SHOWER SHOWER NEW F-.Z W BATH m:�� --------------- 2 ALTERED C�W I L - --------------------- NEW FULL- k a� BATHROOM LINE OF EXTERIOR HEIGHTWALL Li ALL THE FIXTURES WALL BELOW SHALL BE REPLACED 9 E: NEW I m V"' I W.I.C. , NEW I % m BATH Lu 0 of 0 W EXISTING 10 1 0 LU CL x C L� W W L W 0 <I <1 IL 3: W LLJ Lu W 0 0 co Cal ra 4. apl� C= x 0 0 _J I _J' :;= :,!t.< Z-4"X 6'-8" z >J _>'I _>�I zo Lu TRIMMED OPENING > 0 0 0 0 x Lu EX DOOR EX DOOR F- z 1?1 _R� EXISTING < BONUS ROOM W C0 ce) 0� �i '31: REMOVE EXIST W SKYLIGHT 0 1 EXISTING W LLJ Z' W. BEDROOM NEW DECORATIVE BEAM EW.Q 1-�A"Xl 1 114"LVL BEAM Z' z BEAM .1"LEW(2 1 J__�/4"Xl 1 1/4"LVL 10 W, x1z Lu 0 EXISTING --------7-1 BEDROOM EX.2X1O R.R. ------ TRI R. !2 �fE Ft��t EX 2X10 R R TE RE AIN x ui < REMOVE EXIST.SKYLIGHT&INSTALL---� X10 0 X X'0 WO `*� AIN > 0 T_ARE_i� _N TOIRE�M N ca co LVL RAFTER TO MATCH EXISTING I . I 3:W z (TYR)PATCH TO MATCH Ld 10 EXISTING/ z 0 �EW DORMERS z 0 �\<i W FNEWCRICKET -------- --------- C L./ PITCH 4:12 NEW2X8RR NEW 2M Z�N EW 2X8 R.R. NEW 2X8 R.R. EXIST.SKYLIGHT @ 16"D.C. CC 94 16"1 O.Cj @ 16"O.C. TO REMAIN(TYR) WIN.HDR ER— NE (2) X8 BE�Jm UNDER THE WALL UN ER HE W'A NEW WALL @ WN HDR 0r7_7 -NEW(2)2X8 BEAM-. FRONTPORCH SCHEDULE(TYR) SCHEDULE YR) L EXISTING ---------- - -------- ------------- CL- EX.DOOR ------------------------------ ------- ------------ POST TO FOUNDATION(TYR) _J X I I L SEE I ST FLOOR PLAN :OR SIZES 0 J ±W WIN.HDR PER < 2i r------- SCHEDULE(TYR) W Cif _�:r- E, J 0�: 20 00 4- E STING p h NOW Q�_ tz T_ 3:x N EW 3'-2"X4'-9" NEW 3'-2"X4'-9" NEW 3'-2"X4'-9" NEW WIN.HDR PER NEW VON.HDR W W. DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG PER EX.DOOR zxi EX.ROOF OVERHANG TO EGRESS WINDOW EGRESS WINDOW EGRESS WINDOW SCHEDULE(TYR) SCHEDULE(TYR) W REMAIN UNLESS OTHERWISE k, NOTED ON THE FLOOR PLANS L NEWT-Z'�4'4' NEW 3'-2"X4'-g" _19'-11 1/2" 13'-6" —6'-5112" 10'-4 1/2" 10'-4 3/4"' DOUBLE HUNG DOUBLE HUNG SEE I ST FLOOR PLAN EGRESS WINDOW EGRESS WINDOW FOR POST SIZES N 12'-0" 10'-1 1/4"— 12'- 4" ------- ------- Ej EJ pq Xi EXTERIOR WINDOWS&DOORS TO BE FABRICATED WITH THE FOLLOWING: % MODIFY THE HEADERS OF EGRESS WINDOWS TO MAINTAIN 2'-0"WINDOW SILL. RESIZED OR REFRAMED WINDOWS SHALL BE HURRICANE RESISTANT OR PLYWOOD PANELS WILL NEED TO BE SUPPLIED ON SITE FOR THOSE WINDOWS.SEE"3TRUCTURAL WOOD PANELS OF 'k WINDOWS"14/A-1c FOR MORE DETAILS. WOOD WINDOWS W1 EXTRUDED ALUMINUM CLADDING,COLOR TO BE DETERMINED INTERIOR WOOD TO BE FACTORY PRIMED CLEAR,LOW-E GLASS,INSULATING GLASS W/ARGON SIMULATED DIVIDED LITES-GRILLE PATTERNS AS INDICATEC ON ELEVATIONS TEMPERED GLASS WHERE INDICATED OR REQUIRED BY CODE I NSECT SCREENS AT ALL OPERABLE UNITS 7-­'770. 7 WIN" 01-Tr�:­'7-7­ SATIN NICKEL HARDWARE ON DOORS HARDWARE FINISH+T.B.D. A REFER To BUILDING ELEVATIONS FOR WINDOW HANDING CONTRACTOR SHALL VARIFY THE SIZES AND EGRESS DIMENSIONS BY THE SELECTED MANUFACTURER. 0 0 LWINDOWS U FACTOR$HALL BE EQUAL TO OR LESS THAN 0.32&SHGC SHOULD BE EQUAL TO OR ESS THAN 0.40, SEE WINDOW SIZES OF ATTIC FROM ELEVATIONS. MANUFACTURER TO PROVIDE SHOP DRAWINGS PRIOR TO FABRICATION PROPOSED ALTERATIONS MODIFICATION TO HEADER AND FRAME IS REQUIRED AT NEW&REFRAMED OPENINGS KIRBY RESIDENCE REPLACE EXISTING WINDOWS @ EXISTING OPENINGS 20692 MAIN ROAD, VERIFY SIZES INFIELD(TYR) MATTITUCK, NY 11952 a SCTM#1000-108-03-008,008 2ND FLOOR PLAN Y-2 K�2 SECOND FLOOR PLAN 1. 02/21/2023 FILE TO BUILDING DEPT 2 2. 04/12/2023 DOB RESUBMISSION PER COMMENTS ��-4 SCALE: 1/4" = V-0" WALLLEGEND EXIST WALL TO BE DEMOLISHED EXIST WALL TO REMAIN PROP.UNIFORM CONC.WALL,OVER VIRGIN SOIL (TYR) PROP.2X4 DOUG FIR INTERIOR WALL,16"STUDS 97,77" - 00.C.-1/2"GYP.BOARD @ BOTH SIDES(TYR) 17-77-77" PROP.2X6 DOUG FIR EXTERIOR WALL,16"STUDS O.C.-1/2"GYP.BOARD INTERIOR SHEATHING-1/2" ��F_D ARC Drawn by LA CDX PLYWOOD EXTERIOR SHEATHING H 0 PA, Project No. 222031 2"NATURAL STONE VANEER TO BE SELECTED BY Scale: AS NOTED OWNER/ARCHITECT Date: 10/25/22 (P M < I(D 0 0 u') W ALTERED 0 oo ,loo EXISTING 0 0 0 0 I ri, R �W2 8�R @ 1 6 0 C 7HDR R— UL F E YPI :EX DOOR OR 013 IN A t a414�1 a 3W a • u inY�. un . daa. Wld4 uN . , a4 .. 4. >. .n .0 a, r I .aW - _. i e ! 4 __ ..._.. _ 1 1 ...,...r..._r_ 7.1 40 wo H . . _-_. .•--�?l�/C1,,� ..:cam:.�'Q'CJ�'l� .... ........ ., „ • � �I* � _ GE. t �1 ••'� ' Avr r r mn,IM► C I oval ; . � _ �� • - -- ., , .J�'�;,`.., ..Jam' ... ._�'.... i ,-,► Ram 1KA7 rl7r ' f t RAY DONER, ARCHITECT DRAWING NO: ARCHITECTURAL DESIGN a ' INTERIOR DESIGN DATE: oll "� —► - '�` � • PLANNING 8y DFuELOPMENT RES ID MERCIAL-INDUSTRIAL ENTIAL- O 95 RI H ]REVISIONS,, C M C MR?ND AVENUE S. ,%M,ITYLf1LLEr NEW YO -1718 M ;�RDARCH1TECT Y_A HOIL O COImam '' � .._. .w -.u•uwx...L.._ai:..._wJ� . L A .uW n ww.uJ�uu "- - , Pw14.J•Pi,rc ,R ., -�f1na.D t' +.S1 a`{ew _ ' /add-/off - o - vdg , eds r — — — — — — — — — — — — — — — — — — — I I I _ I I EXISTING BONUS ROOM SHALL BE LEGALIZED UNDER SEPARATE PERMIT I I I I i I I I I EXISTING CL. I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I r-- I ' EXISTING i---i EXITING 1 CL. } I I t 1 CL. EXISTING BEDROOM s Fn� �°-�� •/, NEW I I1 RECEP AC ES TO REMAIN EX STING LIGHT FIXTURES g� C� / i BATH { \ ALTERED \ j I BATHROOM EXISTING LIGHT FIXTURES& It J RECEPTACLES TO REMAIN I 1 NEW 1 W.I.C. , NEW I _ _________ I 1 1 1 SLOPE U P I -------------'1 01 - II ® BATH EXISTING I GFI,i 1 l S/C i CL. I 11 ` 1 JI I I I ; I I EXISTING LIGHT FIXTURES 8\ I S/O RECEPTACLES TO REMAIN I 1 EXISTING I S/C I 1 BONUS ROOM I ; I I i � EXISTING I BED EXISTING FLAT I ,� S/C ; #BEDROOM CEILING ———— I / / EXISTING LIGHT FIXTURES&� 1 1 CLG HT,V-10 1/2" \ / I \ RECEPTACLES TO REMAIN EXISTING BEDROOM I I / 1 #2 1 , EXISTING LIGHT FIXTURES& RECEPTACLES TO REMAIN EXISTING 1 1 EXISTING LIGHT FIXTURES& t 1 CI-• RECEPTACLES TO REMAIN It 1 \J� // \�, It i EXISTING - ------'- 1 I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CL. I I I I I I I I I E STING I I I I I 2 2ND FLOOR POWER & LIGHTING PLAN A•5 SCALE:3116"= V-ID" EX.SKYLIGHT TO REMAIN -_-___-___I DW I a� a :sws GFCI / FLT--__--y,----_---,,,4._ GFCI i CONNECT EX.EXTERIOR I LIGHT FIXTURE TO NEW C C SWITCHES(TTY-)---- j ^KITCHEN 1 GFiCI �FCI 77 :REF CUTLET 1 :VERIFY LOCATIONIN TVOUTL 3, I Ir______I, I 1 :FIELD I VERIFY LOCA'1'N--______---- -''----- ----------,--- '.IN NEW GLASS SHELF I� I C I I I C I, FIELD S ; ABOVE /\ DECORATIVE BEAMS LIVING ROOM W/ I 11 I 1 I I I _ 'v 1 WOOD ENCLOSURE MIN.6"WIDE(TVP.) , jI _ j 220 AMP LINE 1 ; PROP. 1 I 1 PROP. I I I I FOR OVEN I , TV ROOM I 1 \ CL. 4� � g' ��j{f} � ; t � —I� }�� 6Iq ���EyI �I��'I- il,� �Iy I ° �� /7[� � GFCI: § .3 1- I ; I �•�\\ 1I 1 1 II : .� 3 i V I ; _-_I I I j C§ 9 I I��NING ROOM SI 1g6 I 331 i:, I i; 5 ! } l ii :: 1 A � ' f s I l i , P i Ili 31 , I I I / I GF........ 4 [ 1 4 1 ?ii yg I i 1 I �.'.�,I•ALTERd -------- �i i S € ° j 6 e } II i I 1 PROP.( i----- I 1 1 # ( s J BATH It ,---� I BB T,1 p- LIGHTING & ELECTRICAL LEGEND 0i '. .• ..i ..,':.�. SYM. DESCRIPTION MAKE/MODEL NOTES ��- � �g IEIXISjT.F�,L({jEA TI�C�tEIILING � � 4"ROUND LED DOWNLIGHT JUNO LIGHTING --------------- ----- JSF SERIES ALTERED iA 9A .. ' E [� A. � � � .,;,-, x' '• (WEE 4"ROUND LED DOWNLIGHT SHOWER TRIM JUNO4RLD 'mill r I s i 6/G V DOWNLIGHBLESQUAREFLUSH JUNO440SQ EXISTING EXISTING PROP. s r PROP. i PROP. 1 RIMARY 41 1 '� PROP' 1 I cFCI i w i a '- PLUGMOLD,UNDER CABINET LIGHTING, WIIEELMPREW RED GB506TR\OR SIMILAR 1 I,,ARAGE _ 1 I � I CL. i LIVING ROOM i ' BATH , LAUNDRY; ' — J.- J 0 O 8 1 --_-_ ,-----, SURFACE TRACK OR 2'&4'LONG),WHITE, ®.• .�,k; EXISTING LIGHT FIXTURES&\ k — �- -1 � V j EXISTING I INSTALLED IN RECESSED BOTTOMS OF RESISTANT,LENGTH:5 FT.COLOR:WHITE. • ° ,)t; RECEPTACLES TO REMAIN �j/ I -j D TV OUTLET , PRIMARY UPPER CABINETS,AT THE LEADING EDGE, OUTLETS(6")O/C:TOTAL OUTLETS:(8)15A, ELECT AS RED 406 I I VERIFY LOCATION IN I FACING DOWN. 125V:SINGLE CIRCUIT,SINGLE OUTLETS. WASHER&DRYT I GFCI 3 A FIELD NEW DORMERS , BEDROOM 1 I I I JB CEILING JUNCTION BOX FOR CEILING FIXTURE OR FAN FBO. FAN CONTROL FBO. PROPOSED ALTERATIONS al U — 1 1 #1 hVOUTLEr EXISTING LIGHT FIXTURES& t ' ERIFY LOCATION IN RECEPTACLES TO REMAIN DECORATIVE LIGHT FIXTURE OR FAN AS 1 MELD KIRBY RESIDENCE \ / I NOTED. \ -- -- - WALL FIXTURE FBO ____ ____ 20692 MAIN ROAD, i 1 WALL-MOUNTED JUNCTION BOX FOR • ' I � � EXTERIOR OR INTERIOR SCONCE OR � MATTITUCK, NY 11952 WALL LIGHT. SCTM#1000-108-03-008.008 \ I I I ! DUPLEX RECEPTACLE,GFI PROTECTED LEVITON DECORA COLOR PER OWNER POWER & LpIGHTING PLANS I I ! I I } AS NOTED. ROCKER SWITCH,ILLUMINATED WHERE r1 LIGHTING a ELEC. LEGEND: INDICATED(OR WHERE SERVING LEVITON DECORA COLOR PER OWNER I ! ---AZEK T&G V. I LOCATION C ON THAT IS NOT VISIBLE FROM THE j I j (l I ! :GROOVE CEILING E I LOCATION OF THE SWITCH),DIM AS NOTED. ENTRY PORCH � ! s ROCKER SWITCH,3 WAY(OR 4 WAY AS LEVITON DECORA COLOR PER OWNER NOTED) 1. 02/21/2023 FILE TO BUILDING DEPT. 2. 04/12/2023 DOB RESUBMISSION PER COMMENTS > � � � II I irli i iIIG � I e BATHROOM EXHAUST FAN TO EXTERIOR, BROAN ULTRA-SILENT FAN, DUCTED TO EXTERIOR 200 CFM RATING OR EQUAL • COMBINATION SMOKE&CARBON CODE COMPLIANT LINE VOLTAGE IF ANY ADDITIONAL S/C MONOXIDE DETECTOR. SMOKE&CO2 DETECTOR DETECTORSARE NEEDED. OHEAT DETECTOR. CODE COMPLIANT LINE VOLTAGE HEAT IFANYADDITIONAL H DETECTOR DETECTORSARE NEEDED. ETHERNET DATA WALL JACK,HEIGHT& WHITE W/WHITE LOCATION AS DIRECTED BY OWNER. FRAME ,RED qRc Drawn by LA HDMI WALL JACK,HEIGHT �5 R HOF,� >1 Project No, 222031 AS DIRECTED BY OWNER.&LOCATION R:MEW/WHITE � P� My2 ��� Scale: AS NOTED Date: 10/25/22 ❑� Li NEW COLUMNS 1ST FLOOR POWER & LIGHTING PLAN NOTES: � �- ALL ELECTRIC TO BE INSTALLED PER N.E.C. 9 013763 �O ALL ELECTRIC TO BE INSTALLED ABOVE THE BASE FLOOD ELEVATION. C� A PROVIDE WHOLE HOUSE VENTILATOR IN ATTIC,WITH SIDE-WALL LOUVERS FOR ATTIC FAN AND INSULATED LOUVERS N SCALE:3/16"= 1'-CI" IN HALLWAY CEILING.CONTROLS AS DIRECTED BY OWNER. -ALL FIXTURES IN INSULATED CAVITIES TO BE IC-RATED NOT LESS THAN 90%OF THE FIXTURES TO BE HIGH EFFICACY LAMPS. I � EX. ROOF RIDGE NEW 2X4 WALL PROJECTION @ GABLE INSTALL ICE&WATERSHIELD MEMBRANE 5/4 X 6 AZEK RAKE TRIM END OF FRONT ELEVATION(TYP.) ATALL VALLEYS AND EAVES (TYP) MIN.2'-0"@ EACH DIRECTION(TYP,) _r 2"GABLE CROWN(TYP) 5/4 X 4 AZEK RAKE TRIM @ 5/4 X 6 AZEK RAKE TRIM(TYP) I DORMERS I METAL FLASHING ATALL ROOF/ 5/4 X 5 AZEK FLAT CASINGS @ _ EXIST.CLG.@ BONUS ROOM --- WALL INTERSECTIONS(TYP.) I DORMERS 5/4 X 8 AZEK FRIEZE BOARD OVER — o_,- "� r. N CIO W— _.. - 5/4X 10 AZEK FRIEZE BOARD OVER -o�§, NEW ASPHALT J �=F 2'-8"DIA.TEMP. I --FIXED WINDOW— SHINGLEATTHIS ¢w — Z¢— — ROOF PLANE ONLY —FIXED WINDOW 5/4 X 5 AZEK FLAT CASINGS @ _ o 2'-a"DIA.TEMP. DOOR @WINDOWS(TYP.) NEW — - DORMERS ROOF RIDGE @ NEW DORMERS 18'-1'ABOVE 1ST FIINISHEDFLOOR - - - - - - - - - - - - — - - - - - - - — - - - - - - - -- - - -- - - - — - - - - - - - - — - - - - - _ - / 2'. TY 2" TY 2" — _ '— .... ,- -- � —� U.O.N.) U.O.N,) U.O.N.): U.O.N.) �+�-- NEW CRICKET NEW PORCH .. EX.ATTIC LEVEL @ BEDROOM WING- — - - — _••-- 4:12 PITCH _ J 8"(TYP. I 8„(TYP. — 1,_9��x2,_p„•__ 5/4 X 8 AZEK FRIEZE BOARD OVER _ U.O.N.) — u.O.N.) FIXED WINDOW FIXED WINDOW — `. _ (TYP.) _._ (2)2X8 DIAGONAL TRUSS t _ POST&BEAM SIZE PER PLAN EX.2ND FLOOR ELEVATION PIPED TO NEW DRYWELL TYP s ( ------ BOTTOM OF PORCH BEAMHH� I I I I - N I ti...I I = •-- •.--- _._,.,. I I __.._.___.._.__.__..__._ I i 1 I I I ,n� I' r _ - �J _ _,.... o� ..-.�.�. �,z., ._,. ,a.._...,... . _.... 2��BLUESTONE CAP& —:...,. , PATIO(TYP.) UARD•RA1tp EX. 1ST FLOOR ELEVATION "-""-"�'•-""- —BAL-NSTER-SPAC4NG SHALNJ 0'-0" DATUM - - - - — - - - - — - - — - - — - - — - - — - - — - - — - �a.,...W:_ - _ ... _.__ _ __ - _ „. L SAfzE OF 4"D ( ) SPHERE(TYP.) NEW FINISHED PORCH ELEVATION _ _ _ _ _ _ _ _ - -- _ _ _ _ I I III I I EX. x. _ _ _ 4 I /� — —� — — — — — —, — — — — � I I �� NEW 2"STONE VENEER TO WRAPAROUND LPROP.GRADE I I �N WIN. , M� I I I _ _ I NEW STOOP&PORCH PIERS(TYP.) r_JO I I II - EXISTING - - - - _ - - .I � — i — — — _ - - - - - - - - � .� I --. EXISTING GRADE --- L— — m GRADE I II SEE BASEMENT&FOUNDATION PLAN I I I I STEP FOOTING @ 1:2 MAX(TYP), I I I I L_ — — — —(— — TI FOR SIZE&DEPTH OF FOOTINGS— — — — — — —) T_ — I — _ _ _ _ _ _ — — — — — — I — —I— — — — — — — — — — — L- - -, L- — — — — — — -I - -IL — — — — — — — — — — — — — — -I - - I— - - - — — — — — — — —I - - -I- - - — — — — — — — —, Ll_ L I L — — , I L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — `I �— — ALIGN SOUTH-EAST ELEVATION A-6 SCALE: 1/4" = 1'-0" too �. ."rM" 7r ., EXIST.ASPHALT SHINGLE TO REMAIN (TYP) i` n NEW FRONT PORCH -W (SEE SOUTH-EAST ELEVATION It FOR MORE DETAIL) 19 PROPOSED ALTERATIONS KIRBY RESIDENCE 20692 MAIN ROAD, __. .. . •_„ _._:_e_ .:_..:v,.•. ..._.. M CK, NY 11952 ATTITU SCTM#1000-108-03-008.008 EX.WOOD DECK&RAILING -- -� I- ELEVATIONS TO REMAIN(TYP.) -__u•. ` 36"HIGH GUARD RAIL PER CODE.BALUSTER --,_--___ PACING SHALL NOT ALLOW PASSAGE OF 4" i DIA.SPHERE(TYP.) ALIGN EXIST GARAGE DOOR EXIST GARAGE DOOR i TO REMAIN(TYP.) TO REMAIN(TYP.) 1. 02/21/2023 FILE TO BUILDING DEPT. i I 9 y� 'IV 4111 I II I I I I I I I IL— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — G-- -I I- -a rl - - - - - - 1� ARC Drawn by LA — `�� R HOFF h/� Project No. 222031 �r — — — — _- ��C� P 4f, F\_ Date:Scale: AS ONO 2D I I r — r — — — — — — — — — — - - _J — �- 1- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ALIGN Nita: o y' "9 013763 yO�" ,. 2 SOUTH-WEST ELEVATION NEB • A'V SCALE: 1/4" = 1'-0" EXIST.CIMNEYTO " REMAIN(TYR) — k �— METAL FLASHING ATALL ROOF/ _ __ .....- WALL INTERSECTIONS(TYR) I I It It sIf 11 M — — — It EXIST.SKYLIGHT TO REMAIN(TYR) M1 EXIST ASPHALT / SHINGLE TO REMAIN (TYR) It DOOR — — _.. — �! ma_ EX.WIN. I � I r � � r L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —L— ri r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L-- — — — — — — — — — — — — — — — — — — — I— T-� NORTH-WEST ELEVATION /Q►•7 SCALE: 114" = V-0" a EXIST.ASPHALT SHINGLE TO REMAIN (TYR) :1 — — — -- — lrs 't• t. NEW FRONT PORCH METAL FLASHING AT ALL ROOF/ (SEE SOUTH-EAST ELEVATION WALL INTERSECTIONS(TYP.) FOR MORE DETAIL) r#— PROPOSED ALTERATIONS _ KIRBY RESIDENCE 20692 MAIN ROAD, MATTITLICK, NY 11952 SCTM#1000-108-03-008.008 ® ® EX.WOOD DECK&RAILING ELEVATIONS TO REMAIN(TYP.) ! 1. 02/21/2023 FILE TO BUILDING DEPT. • EX. EX. IN. DOOR I I I I I I ri ��RED ARC Drawn by LA HOPP y/J` Project No. 222031 L_ — — — — — — — — �2 �� Scale: AS NOTED � Date: 10/25/22 L — — — — — — — —�— —L— �— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —� ALIGN 2 NORTH-EAST ELEVATION 0137613 yQ ` NEB A•7 SCALE: 1/4" = V-0" „¢. 1 TYPICAL EXISTING FLOOR TYPICAL NEW ROOF CONSTRUCTION (&- DORMERS CONSTRUCTION: (R-38): •REFINISH EX. HARDWOOD FLOOR @ LIVING ROOM •ARCHITECTURAL GRADE,ASPHALT ROOFING SHINGLES(GAF TIMBERLINE HD) •LVT FLOORING @ BEDROOMS AND 2ND FLOOR OVER 7_0" (FINISH COLOR TO BE SELECTED BY OWNER) •FIBER-REINFORCED, 30#FELTAPPROVED BY ROOFING MANUFACTURER •EX. FLOOR JOIST&CAVITY INSULATION TO REMAIN •CONTINUOUS"ICE&WATER SHIELD"24"UP EACH SIDE OF ALL VALLEYS, @ ICE&WATER SHIELD TYPICAL EXISTING FLOOR ALL ROOF OVERHANGS TO MIN.24"FROM INSIDE SURFACE OF BEARING& MEMBRANE FROM FASCIATO ENTIRE SURFACE OF ALL ROOFS W/3:12 PITCH OR LESS. POINT 2'-0"BEYOND INSIDE CONSTRUCTION 0-) WET AREAS •5/8"MIN. EXTERIOR GRADE CDX PLYWOOD SHEATHING FACE of PLATE (INCLUDING LAUNDRY): •WOOD RAFTERS PER PLAN •PORCELAIN TILE FLOORING OVER MUD BASE • METAL HANGERS BY"SIMPSON"@ FLUSH CONNECTIONS TO BEAMS. •ROSIN PAPER OVER •R-38 MIN. CLOSE-CELL SPRAY FOAM INSULATION AT ROOF INSTALL ICE&WATER SHIELD •3/4"T&G PLYWOOD SUBFLOOR GLUED&SCREWED • 1X AZEK RAKES, FASCIA&SOFFIT BOARDS(PER ELEVATION). FROM FASCIA TOA POINT 2'-0" TO FRAMING AS REQ. •ALUMINUM GUTTERS&LEADERS(COLOR TO MATCH TRIM/SIDING)-CONNECT BEYOND INSIDE FACE OF PLATE •EX. FLOOR JOIST&CAVITY INSULATION TO REMAIN TO DRYWELL(S) 6. ROOFING SHINGLES PER 2X4'LOOKOUTS'ON FLAT LET •EX. GYP. BD,TO REMAIN BUILDING SECTIONS,EXTEND INTO VERGE RAFTER SPRAY-FOAM INSULATION ENTRY PORCH CONSTRUCTION: BEYOND RAKE TRIM PER ALONG ATTIC PERIMETER TO TYPICAL EXISTING EXTERIOR WALL •4"P.C. SLAB W/HAUNCHED EDGE, REINFORCED W/6X6#1010 WWM, OVER MANUFACTURER'S 1'-0"DEPTH CONSTRUCTION (R-6.5): MIN.6"OF WELL COMPACTED GRAVEL FILL, OVER VIRGIN SOIL(SLAB TO PITCH INSTRUCTIONS PREFAB BAFFLES TO MAINTAIN 1/4"P FT AWAY FROM HOUSE). PREFAB BAFFLES TO MAINTAIN :: ` •NEW VINYL SIDING, INSTALLED PER MANUFACTURER'S 1"CLEAR SPACE(TYP.) 1"CLEAR SPACE(TYP.) INSTRUCTIONS OVER KEY INTO&BEAR ON 8"THICK P.C. FOUNDATION WALL PER PER • HAUNCHED SLAB TO OS 2X BLOCKING BETWEEN •1"PLOYISO RIGID INSULATION(R-6.5) •LIMESTONEPAVING @ PORCH&STEP ET IN MORTAR BED,W/1" AL FOUNDATION CONSTRUCTION". COPPER FLASHING&DRIP RAFTERS&CEILING JOISTS • HOUSEWRAP O.H. FLAG G P S •EX.STUDS TO REMAIN BULLNOSE O H 77 OVERHANG ASPHALT ROOFING •LIMESTONE FLAG VENEER @ RISERS&EXPOSED SIDES OF SLAB AND •EX.CAVITY INSULATION TO REMAIN 2X6 BARGE RAFTER&BLOCKING INSTRUCTIONS SHINGLES PER MANUFACTURER'S ,@ FOUNDATION WALL. •EX.GYP. BD INTERIOR TO BE PAINTED CEILING FINISH PER PLANS.AN 1XAZEK RAKE BOARD W/1/4"DRIP FLASHING AND DRIP OVER ` EW/ALTERED BATHROOMS TOP OF FASCIA BOARD ` . :. •PORCELAIN TILE FLOORING OVER MUD BASE W/ WAINSCOTING RUNNINGRIPPED 2X TYPICAL PERPENDICULAR TO BUILDING YPIC L NEW EXTERIOR WALL CONTINUOUS SUB- RADIANT HEATING TUBES 1"CONTINUOUS SOFFIT VENT W/ FASCIA •GREEN BOARD SHEATHING,TAPED&SPACKLED, 3 CONSTRUCTION (R-27): BLACK INSECT SCREENING , COATS •NEW VINYL SIDING, INSTALLED PER MANUFACTURER'S 5"X 3-1/2"ALUMINUM •TILE FULL HEIGHT OVER CEMENT BOARD AT INSTRUCTIONS OVER 5/4 X 6 AZEK TRIM OVER GUTTER R-38 CLOSE CELL SPRAY INSULATION SHOWER&TUB •HOUSEWRAP TREATED WOOD BLOCKING '-- @NEW DORMERS •TILE&CHAIR RAIL TO 48"AT ALL OTHER WALLS WALL SHEATHING ROOF RAFTERS PER STRUCTURAL ... . �-- ' • 1/2' MIN. EXTERIOR GRADE PLYWOOD SHEATHING WALL CLADDING PLAN 1 X 8 AZEK FASCIA W/114" �- �_ •200 CFM EXHAUST FAN VENTED TO EXTERIOR •2X6 DOUG-FIR STUDS @ 16"O.C. DRIP •GRANITE COUNTERTOP W/UNDER-MOUNT •R-27 FLASH&BATT INSULATION-2"THICK CLADDING PER BUILDING R-38 CLOSE CELL SPRAY INSULATION 1/2"AZEK FLAT SOFFIT PANEL LAVATORY CLOSED CELL SPRAY FOAM @ INSIDE OF EXTERIOR COPPER FLASHING EXTENDS 8"UP SECTIONS @ NEW DORMERS \ SHOWER SHEATHING, R-13 STONE WOOL INSULATION BY"ROXUL"TO WALL 1"CONTINUOUS SOFFIT VENT W/ "" •LINEAR EDGE DRAIN FILL REST OF CAVITY. CONTINUE ROOFING UNDERLAYMENT BLACK INSECT SCREEIING •TILED SOAP/SHAMPOO NICHE W/STONE LEDGE •5/8"OR 1/2"GYP. BD. (MATCH W/EXISTING GYP. BD.) @ 8"IMIN UP WALL(BENEATH HOUSE �' •SEPARATE VOLUME&TEMP CONTROLS INTERIOR, PAINTED WRAP) CONTINUE FLASHING 4"OVER ROOFING T5/4 X AZEK OR FIBER-CEMENT FRIEZE, DEPTHS SHINGLES AS NOTED ON ELEVATIDNS. RABBETED BOTTEM f TYPICAL FOUNDATION CONSTRUCTION: HEMMED EDGE EDGE TO RECEIVE SIDING, FUR OUT PROUD OF •SEE FOUNDATION PLAN. TYPICAL INTERIOR WALL CONSTRUCTION: FACE OF WINDOW HEAD CASINGS, •2X4 DOUGLAS FIR STUDS AT 16"O.C. •FIBERGLASS SOUND ATTENUATING BATT INSULATION @ FINISH SIDING OVER V�ATER RESISTIVE — , �- TYPICAL PORCH COLUMN CONSTRUCTION: NEW BATHROOM&LAUNDRY WALLS. ROOF SHINGLES TBARRIER PER BUILDING ELEVATIONS& •6X6 MCA POST FROM PORCH HEADER TO DECK GIRDER. •ALL NEW INTERIOR WALLS TO RECEIVE 1/2"GYP BD.TAPE& SECTIONS ? =.� •ALL EXTERIOR WOOD TO BE PRESSURE TREATED(TYP.) SPACKLE MIN. (2)COATS. _ - •POST TO CONNECT TO HEADER ABOVE&FOUNDATION • 1/2"CEMEN'TITIOUS BOARD BEHIND TILE AREAS. BELOW W/GALV STEEL"SIMPSON"CONNECTORS (SEE HOLD > DOWN DETAILS). •5/4 AZEK SURROUND @ ALL FOUR SIDES. •PROVIDE CAP FLASHING BETWEEN COLUMN CAPITAL& BOTTOM OF FINISHED HEADER •2"BLUESTONE FLOORING 3 TYPICAL WALLL / ROOF FLASHING DETAIL 4 TYPICAL RAKE DETAIL 5 TYPICAL EAVE DETAIL A-8 SCALE: 1 1/2"= V-0" A•$ SCALE: 1-1/2" = 1'-01, A•8 SCALE: 1-1/2" = V-0" NOTE: EX. ROOF OVERHANGS TO REMAIN. REFER TO FLOOR PLANS FOR OVERHANG DEPTH OF NEW ROOFS. • � fir.' EXIST.RIDGE&R.R. TO REMAIN s t: + f NE"R.R.PER PLAN ?' ROOF BUILD-OVER •2X NAILER FASTENED TO EACH RAFTER BELOW W/(2)LEDGERLOCK SCREWS ` •INSTALL RAFTER HANGERS AT UPPER METAL FLASHING AT ALL ROOF/WALL a EXIST.C.J.TO REMAIN—C� RAFTER-TO-NAILER CONNECTION --- INTERSECTIONS a---EXIST C.J.TO REMAIN—� SIMILART03/A.8T'l ^ r--) RAFTER TO WALL CONNECTION/ ``'>� INSTALL SHIPLAP @ SIMILAR TO 16/A.1c EXIST.FLAT CEILING NEW BEAM PER PLAN e /� / / - NEW DECORATIVE BEAM EXIST.DROPPED FLUSH BEAM CONNECTION/ �' _ BEAM TO REMAIN 5/4 X 6 AZEK RAKE TRIM(TYP) SIMILAR TO 7/A.1c NEW DECORATIVE F,; �' / NEW R.R.PER PLAN BEAM(TYPJ WAINSCOTING CLG. EX.R.R.TO REMAIN L REMOVE PORTION OF ROOF OVERHANG& NEW FULL- I � ' • , _ ® y d '' EXIST.C.J.TO REMAIN C.J.@ NEW FRONT PORCH ' I ■/ • • • • - HEIGHTWALL I •`. '"il.l ,. SEE FLOOR PLANS FOR BEAM SIZES NEW PORCH BEAM II PER PLAN EX.2ND FLOOR ELEVATION i Y - — - __ _ AZEK(TYP.) PROPOSED- KIR ALTERATIONS BY RESIDENCE I - - - - - - - — - - - - - - - - - - — - - — - - — - - — - - - - - "'— 20692 MAIN ROAD, REMOVE EXIST. I- I BOTTOM OF PORCH BEAM NEW COLUMNS-INSTALL POST I • NY I I I co +7'-- 2 3/4" - - - - - - - - (REFER DETAIL 6/A 1c)ORS • ' MAM#1000C1 g 03 008100s2 BEAM&COLUMN I b YYYBASE&CAP • PROP. i i w ' I 36"HIGH GUARD RAIL PER CODE.BALUSTER I I LIVING ROOM _ f SPACING SHALL NOTALLOW PASSAGE OF 4" W LL DIA.SPHERE(TYP) , as CASECTION THRU KITCHEN, SECTION 00 0 THRU LIVING ROOM & WELL COMPACTED FILL&6" v~i m n ARCHITECTURAL DETAILS RCA BELOW CONC.STAIR W ELEC. NON-SLIPP BLUESTONE TREADS Q PITCH METAL FLASHING KITCHEN - FIREPLACE o PER FT. in SEE DETAIL 4-A.2 FOR EXIST.RIM JOIST - - _ CONC.STAIR DETAIL PITCH T EX. S FLOOR #4 NOSING 1 R ELEVATION _BAR(TYP.) ER FT — - _ __ 1 02/21/2023 FILE TO BUILDING DEPT EXIST F.J.TO REMAIN—fl �—EXIST.F.J.TOEM —RAINc- O'-0"(DATUM) i 6"MIN.CLR v a, a EX.F.J.TO REMAIN Q � EXIST WOOD DECK NEW FINISHED PORCH ELEVATION 2"STONE VENEER "•11 f •t. -i METAL FLASHING -1 1/2" D/�/y� II iI IiI I I REMOVE EXIST.CONC.SLAB& EXIST BEAMS TO REMAIN�GRAE GRADE SEE BASEMENT PLAN FOR v FOUNDATION WALL REINFORCEMENT z POROUS FILL < UNEX AVATEDAREA TYP.FLITCH PLATE DETAIL CONC.WASH @ T.O.FOOTING(TYP SIMILAR TO 13/A•1C BM y • MIN.4"DIA.PERFORATED DRAIN TILE W/FILTER FABRIC OVER TOP v/ I II I EX. STORAGE (TYP @ FOOTING PERIMETER) / l i l I ( Y/ < I SEE BASEMENT PLAN FOR SIZE \� OF NEW POST&FOOTING / - - - - I_ - - - -_I / I \. SIMILAR TO 15/A•1c . p SEE TYP.BEARING PLATE DETAIL . — Ll dVIi O � Drawn by LA I I I I 5IR IHOpp 'y/>1 Project No. 222031 �-r__t_ L — — — - Scale: AS NOTED Date: 10/25/22 • kc— SECTION THRU KITCHEN & LIVING ROOM SECTION THRU FRONT PORCH N�� -v 013763 1p -8 SCALE: 114" = V-0" -A 8 SCALE: 1/4" = 1'-0" NE`Ny • �