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HomeMy WebLinkAbout50096-Z ho�"Xof souTyo`o Town of Southold * * P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46580 Date: 10/14/2025 .THIS CERTIFIES that the building ALTERATION- Location of Property: 43900 Route 25 Peconic, NY 11958 Sec/Block/Lot: 75.-6-5 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 11/15/2023 Pursuant to which Building Permit No. 50096 and dated: 12/06/2023 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: "As built" interior structural alterations to existing single-family dwelling as applied for. The certificate is issued 'to: Zachary Ostroski, Bridget Ostroski Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50096 10/14/2025 PLUMBERS CERTIFICATION: 464J Signature �SUFFe TOWN OF SOUTHOLD Gy BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy�• �o� lti' 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#: 60096 Date: 12/6/2023 Permission is hereby granted to: Ostroski, Zachary 43900 Route 25 Peconic, NY 11958 To: legalize "as built" interior structural alterations to existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 43900 Route 25, Peconic SCTM #473889 Sec/Block/Lot# 75.-6-5 Pursuant to application dated 11/15/2023 and approved by the Building Inspector. To expire on 6/6/2025. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $500.00 CO-ALTERATION TO DWELLING $100.00 Total: $600.00 Building Inspector i i �O��pF SO!/r�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Southold,NY 1 1 97 1-0959 Jamesh -southoldtownny.gov �4UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Zach Ostroski Address: 43900 Route 25 city:Peconic st: New York zip: 11958 Building Permit#: 50096 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: HOMEOWNER Electrician: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 14 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 3 4'LED F1 Exit Fixtures Sump Pump Other Equipment: 1 microwave, 1 dishwasher, Notes: ALTERATIONS Inspector Signature: Date: October 14, 2025 43900 rt 25 ���� OF SOUTH°� #. TOWN OF SOUTHOLD BUILDING DEPT. o rm,��' 631-765-1802 INSPECTION " [: ] F UNDATION.1 ST/ REBAR: [ ] ROUGH PL13G. [: ,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: . 1 6uv-- DATE O 1.2 V INSPECTOR OF S0l/Tyolo . TOWN-OF SOUTHOLD BUILDING DEPT. louffm `' 631-765-1802 0 INSPECTI'ON [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]. FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O- [ ] RENTAL REMARKS: i f� IL � core-►n uy _ .. DATE INSPECTOR INSPECTOR O,.&OF SOUTy� ( CO y (O D e * © G T N F SOUTH OLD BUILDING DEPT. O O U C'ourrn, 631-765-1802 INSPECTION. [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) RI L (FINAL) [ ] CODE VIOLATION ] E C/ [ ] RENTAL REMARKS: A. ` ti. reXf eQ& l - e- pof VA r- e 9. 'renL w` o 5 e lo �j Beavv�- r io.-imq- ) DATE INSPECTORIL 0F SOUlyOlo - -— ----- J # ` TOWN OF SOUTHOLD BUILDING DEPT. 'Coutm,� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0044 - Com pie le, R4? el-11 .. t�121�21G o co✓ISf72yC.17en QG/tnoyiceC >;2.o�vl (. QhS off. AP-c e.55 o As kul- 4L;m e--( -)v a 4l m 4a-�n-e �5 �L all Gres /;/GtS2m /*I R. halnl Sf A-0-a 5 7V !--,v- suy42et. DATE INSPECTOR Ictf So 00c7 A13q( t cS;D # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [)Q ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �LTZD alab L-edco t-Fh r VLQ�� C l fi" r LA-., rlea cocw tojit I 6-4t-x ku'k DATE rt 01- INSPECTOR SOGIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. y o,rm��' 631-765-1802 INSPECTION [ FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 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 [ ] RENTAL REMARKS: DATE INSPECTOR. MELD INSPECTION REPORT DATE COMMENTS AM /o lavy� . � out C on C&ek FOUNDATION(1ST) �y / ------------------------------------ C `� FOUNDATION (2ND) z . H ROUGH FRAMING& PLUMBING H cn� vl v) r INSULATION PER N.Y. H STATE ENERGY CODE •�•.Z {(�,0,2L�nn C/M /G�C N q.S LW A,ki 614%, - VVZZk 4- i A a,d 5 Iva J Ail AdOPS kVA4 rIS1"GK"✓l R- 4"It FINAL A,t 'r s ge-ss /1 aa- fv 13As, �, 1�av�,�5 e�•�s ¢9 h� see�2�oC oe ADDITIONAL COW IENTS ob 11 b a O �rn ael r�. o - i b H r-i _ � O Z x - ty� ' t" H x d b H =o.. TOWN OF SOUTHOLD—BUILDING DEPARTMENT y: Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 hqps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT 12"3 For Office Use Only PERMIT NO. Building Inspector: `•' `- NOV 1 4 2023 Apphcatlons and forms must be filled out in their egtlrety Incomplete 73��y . 9:�?a1. ., , applications;will not be accepted Where the Applicant not the owner;an Owner's Authorization form(Page 2)shalLbe completed Date:11-11-23 OWNER ),OF PROPERTY Name Zachary Ostrosklr SCTM#1000 075 06 005 Project Address:43900 Route 25 - Peconic NY 11958 Phone#:631 992-0680 __. _., ...__:.. Email:^zostroski@gmail.com Mailing Address:43900 Route 25 - Peconic NY 11958 CONTACT PERSON Name Timothy,Cloughen Mailing Address 3 Manorview Way Manorvil,le NY 11949 Pho 1.ne#:631-255 7845 , Email:tm.cloughen,@gmali.com DESIGN PROFESSIONAL'INFORMATION Name:Jeff A. Zahn Architect A.I.A. Mailing Address:215 Roanoke Ave - Riverhead NY 11901 Phone#:631 727 0644 Email:jazcad@msn com CONTRACTOR INFORMATION Name: Mailing Address: Phone#: Email: DESCRIPTION OF;PROPOSED CONSTRUCTION; ❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Maintain existing interior Alteration 464 sf $ Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes ®No \ 1 9 PROPERTY INFORMATION Ex 11 isting use of property:Residential Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? Dyes �No IF YES, PROVIDE A COPY. B Check,Box After Reading The owner/contractor/design;professional�s responsible for all drainage and storm water issues as provided by ; Chapter 236 of tlfe Town Code`:`APPLICATION IS HEREBY MADE to the ildmg Department for the issuance of a Building Permif..... nt'to the Building Zone' Ordinance 6khe Town'of Southold,Soffolk County,New York and other applicable Laws,'Ordinances orRegulations for the construction of buildings, additions,alterations or for removal or demobtionas herein described;The applicant agrees to comply wifh,all applicable laws,_ordinances,bwlding to,de,, housing code.and regulatwns and to admit authorized inspectors on premises and m buildmg(s)fornecessary mspections False'statements made herein are punighable as a Class A`.m�sdemeanor pursuant to`Section 210 45'of the New York State Penal Law: Application Submitted By(print name):Zachary Ostroski ❑Authorized Agent BOwner Signature of Applicant Date CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF ) Qualified in Suffolk County Commission Expires April 14,2—ta being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Owner (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 �. before me this � � ��/ I q 4 ay of Nbk1 I`�"'A , 20A �� C YI Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 9SUFFp�kc BUILDING DEPARTMENT- Electrical Inspector ss�' �Gy� TOWN OF SOUTHOLD o '` Town Hall Annex- 54375 Main Road - PO Box 1179 v' r" Southold New York 11971-0959 ®�,, p� Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: ma,;k. COVVL Elec. Phone No: (� WgD ❑I request an email copy of Certificate of Compliance Elec. Address.: 1A16q0pWLt 2b1?0-,cm(-1j NN t JOB SITE INFORMATION (All Information Required) Name: Address: 3q 2 Cross Street: �-a l Phone No.: 3 OUgO BIdg.Permit (V email: Zos V0r=W o Tax Map District: 1000 Section: Block: Lo : BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): on Square Footage: Circle All That Apply: J h5? 7 Is job ready.for inspection?: YES NO Rough In &1 1 ElFinal Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# [-]New Service0 Fire ReconnectOFlood ReconnectOService ReconnectQUnderground QOverhead # Underground Laterals 1 2 H Frame 0 Pole Work done on Service? FJY N Additional Information: PAYMENT DUE WITH APPLICATION (V Fq 1 �� ?�4 Innoo y"4 /� ��� PERMIT# Address: Switches �C Outlets GFI's Surface Sconces HH's UC Lts Fridge HW POOL Fans Mini Fr. W/D PanelPump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments 4�9SUFFat/( OG BUILDING DEPARTMENT- Electrical Inspector y TOWN OF SOUTHOLD y a Town Hall Annex- 54375 Main Road - PO Box 1179 i Southold, New York 11971-0959 'yfj0 a0�' Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: —pwnp—k- Elec..email: Mtxi Elec. Phone No: W2p 01 request an email copy of Certificate of Compliance Elec. Address.: 3 U 25% ;G t JOB SITE-INFORMATION (All Information Required) Name: Address: 2 Cross Street: Phone No.: Bldg.Permit#: email: ZOS-1cV0G Tax Map District: ' 1000 Section: Block: Lo : BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YES NO -❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service[]Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 FJ2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 2,< r�� I J�/-�� YZ CIA (o BEARINGS SHOWN HEREON ARE BASED .SYMBOL LEGEND ON LIBER 12924 PAGE 222 )] MONUMENT FND MANHOLE TEST HOLE Q I.P. /I.B.FND EM"A°-INLET TREE " I.P. /.LB. SET ®°B°-INLET a SHRUB .T00-0 SPOT ELEVATIONS :®YARD INLET • BOLLARD UTILITY POLE J)YARD INLET A WETLAND FLAG >-- .GUY WIRE ®ELECTRIC METER CANT. CANTILEVER .UTILITY POLE W/LIGHT ® GAS METER FE.FENCE ( LIGHT POLE ® WATER METER MAS.MASONRY SIGN N GAS VALVE PLAT.PLATFORM -0 PVC FENCE(PVC) w+ W.W.WINDOW WELL -0 `STOCKADE FENCE(STK) WATER VALVE B/W BAY WINDOW -X- CHAIN LINK FENCE(CLF)O/H OVERHANG C/E'CELLAR ENTRANCE . -"- WIRE FENCE R/O ROOF OVER FIRE HYDRANT D.C.DEPRESSED CURB Z A/C UNIT ® CROSS CUT G.O.L.GENERALLY ON LINE A STAKE OA :ON LINE MAIN ROAD --D.C. CONC. CURB --D.C. OH -Gam-0 OH --OH' --OH ---OH -OH -OH -OH OH OH --OH <.e OH OH �' ASPHALT �- I ASPHALT FND 1 I N56041'40"E 96.00' f -t m 8R9 l)t` f 2:0' 20' <, N MAINTAIN EXISTING INTERIOR ALTERATIONS 464 SF . .} !•"tip_.:;.. I � 2.4• I Q [ , I ZCZC 9x f 1< l. 713 58DG C3 l .ti 4,ti(i a STORY RESIDENCE N C ` CONC. 0 3800E ` I -866 ±53.0P L31 I I l N (.. TAX LOT 6 N ! Cq COD L , � ._W..1' �I`ll �'� ( �� �•�rr \( �! ! G FINDMON O S56041'90"W s 95 DOf;..,, LAND N/F OF APOLONIA STAN RIVICZ Z. LOT AREA GRAPHIC SCALE ,4,246t S.F. I 0.33t AC: 20 0 10 20 i Fo GUArANTEED O: TITLE NUMBER: 797-05338—LLS—S ZACHARY J. OSTROSKI AND BRIDGET A. OSTROSKI IN FEET UNCOL.N :LAND SERVICES. LLC FIRST AMERICAN' TITLE INSURANCE COMPANY 1 inch 20 ft. FINANCE OF.:AMERICA MORTGAGE LLC, ISAOA s. '��•8� °� :SSURVEY OF PROPERTY a n d s u ry e i n SITUATE o Y PECONIC, TOWN :OF SOUTHOLD mjslandsurvey.com P.631 -957-2400 SUFFOLK COUNTY, NEW YORK s DR.:MC CREW.:AL SCALE: 1 20 TAX MAP N0. DATE SURVEYED:07/02/2021 . JOB No.S21-2024 DOOM-075.00=06.00-005.00E ((1))UKMnH==W MHON OR ADWLON TO TFOS WR.V YAP ODUID10 A HCOM LVID SURIEVOR•e STA.6 A VOAM OF'SEMON 7309.818-01MON 2.Of FEN TWX STATE EDUG M tAW.(3)ONIY'BONOWA SURYC!IMPS VAH THE SURVEYORS EMBOSSED RSIL AIM OWNE TRUE APO'WWTY'.T ODPW DP TM WRVElOR•e ORO3YE WORK AND OPDID (3)COWDOATM ON TRS BOUNDARY SURVEY YAP TUMMY TNAY THE YAP WS P;MPAF1 D N ADOGRO NCE EPH THE MOM.M W0 CODE OF PRACDLE FOR LAND SWWEY9.ADOPTD Of THE NEV YORT SAE ASSMAIM OF P W/AU UVW SURVEYORS.DID.THE<EITWTMMON A YNRTED TO PFR90N3 FOR YDRM THE OOUNOWf SURVEY NM 6 PREPARD.'70 tM TTHE CW@ANY,TO THE OD+FIUaIOtTAt.ACTING/,AND 10 71E LENWFm 1H6TfIlTIION TLSIID ON 1T,8 BOUNDARY EURPEY YAP.(4)1NE CDHDTMTmD6 IQ787N IDLE NOT TTLU6FERAELE.(3)VIE LOCATM�'{R®OlOROUHW INNPIWlEIEMS OR EGRMCNAUENTS Alle NOT AUWY3 W+OTM AND ORE EaNsr BE FAAnw7m.s AAn RPeocRMurm A�wVomlrs oa DAWWAWWOOB.EOST OR ARE SOM.THE IYPAOVOFOUB OR D CROAOIYFMB ATE'NOT COVCRm Ef TM SURVEY.(0)THE O"M(OR'OA@6DN3)SHOWN NOEON FROM THE 3RBNRWMS TO DIE PRDPFRR'LODE ATE PoR A SMM.MP03E NO USE Arm TM YORE ARE NOT PREMED TO OWN THE ERECTION OF,FEMCM RTADAID VTNL4..F0019.PADS RAM"AREA%ADOMOKS TO SU¢DN AM ANY MER TYPE OF C016TRUCTRYU(n PRWM COFOM NONWEMS WME NOT SET AS PART OF TNLS SURVEY.(S)INS SURVEY HAT POOORMFS IETH A S'WWA FOCUS 30 RDWRO TOTAL WAY" ($)TM DRTTENCE OF RIGHTS OF IOC!AHD/OR E nMTS OF RMM IF ANY NOT 31INP AM NOT SWANT®. (10)SUM 6 5U3JM7 TO ANY.MATE OF FACTS.WHEN AN DIP-TO-ME TRLE UMNATON WAY D6170g i MAIN "I" AIN XISTING INT RIOR NJ F—11—lf— A /L-b%IJ ll LI V fl A.O.A. 216 ROOANOKE AWENUE ROWEG,ME QD9 MY I�gal - � ATIONS ORAPP OVED AS NOTED 031.727`0M4S oA B.P e q& 0 FEE vl7fffilob W. NOTIFY BUILDING DEPARTMENT AT SK RE ID C 0 S Ti S E - E 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: A A. C? 1. FOUNDATION-TWO REQUIRED " FOR POURED CONCRETE vI Ix i 2. ROUGH-FRAMING&PLUMBING ' 3. INSULATION - MA0 U T 2 5 IN ROAD 4 4. FINAL-CONSTRUCTION MUST r` BE COMPLETE FOR C.O. ` 0 3900 D C CQNC. CURB _—�-�—D.C. _ -v —a+ —OM —ON —ON' �� ail—_ �, ALL CONSTRUCTION SHALL MEET THE oN ---oN —o++ oN orI --oN _ _ ` I ASPHALT REQUIREMENTS OF THE CODES OF NEW J4 FND 1ASPH4IT I N56,41'40"E 95.00' I "� — x MDN .— — -- -r— I YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS C�� DRV — 2.0' 2.01 2.°' I I COMPLY WITH ALL CODES OF �' �I 336.00'+ B: I I - I NEW YORK STATE&TOWN CODES I I I o I I AS REQU RED AND CONDITIONS OF o ! i I � o I I OLD TO PECONIC NY 1195 - 11-10-23155UED FOR PERMIT o I I SOUTHOLD T PIANNING BOARD w lV I N I i SOUTHO ON�'N TRUSTEES � I N.Y.S. 'G ! 14 1 MAINTAIN EXISTING I I I SO OLD HPC S D Additional INLTER T I i I Certification ALTETATIONS I I 64 SF I I I 2,=a ,' 1 a i OCCUPANCY' OR May Be Required. I I � N I x 3.5ON= 13.513DG ao I -- .2 . I USE IS UNLAWFU �NITROUT CERTIFICATE 1= ' STORY " I ®F OCCUPANCY RESIDENCE _ 00 a � I I CONC. � � y � � 9000 - � � I I L 8DG-T . o I I I 35.9 i I 6.2• I w I I I t53.0• I o I IAL �. 0M m Quirl'�.0 I i I � I I lt'�SPEC I w l a TAX LOT 5 N 1 4 / � � ' WAVEL z . = DRIVEWAY FND MON +. ..�� .� S56°41'40"lf t1.1.5- 95.00' a � LAND N/F OF APOLONIA STANKIF.WICZ W J I w � � o o zt � w w C cn c\1 'LOT PLAN z 0 � �:D T-71 201-011 � o � J � Q ry w z Uj � o w w w U) a � o0 a • a a plOo�JCC�� #0 2 3- 040 CAD FgLF-o 2 3- 040 [3RDA n �GJJC #o T1 TABLE 3.1 FASTENER SCHEDULE FOR STUCTURAL MEMBERS FRAMING NOTES: JOINT PISCRiPT10N NUMBER AND TYPE OF NAIL SPACING FASTENER SIMPSON LSTA 30-18GA. ROOF FRAMING 1. ALL FRAMING LUMBER TO BE GRADE STAMPED DOUGLAS FIR- LARCH STRUCTURAL 2X8 RR 9 16"O.C. RIDGE STRAPS AT EA. Raftrr to Top Platy-(Tor•nailyd) 38d prr raft-r GRADE NO.2 OR BETTER. RAFTER. Criling Joist to Top Plate(Tor-nail,d) 3 8d prr joist 2. ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE CGA TREATED LUMBER. ceiling Joist to Parallel Raftrr(Face-nailed) 4-16d each lap 3. ALL SHEATHING TO BE AP.A.RATED,EXPOSURE 1,1/2" MIN.THICKNESS. PERIMETER TYP.ROOFING OR ceiling Jo!5t Laps,ovrr Partitions(Faer-nail-d) 4-16d each lap PANELS AT EDGE OF ROOF& WALL CORNERS TO BE NAILED 9 4"O.C. ALONG EDGES ,� � � J[FF A ZAHH9 Collar Tie to Raftrr(Farr-nail-a) 4-8d per tie & 6"O.C.IN FIELD W/ SOLID BLKG. UNDER ALL SEAMS. 1" MIN,AIR SPACE 2"x4"COLLAR TIES AT 16'' / AIRC 0 O 17C 11 Blocking to Raftrr(Tor-nallyd) I 2-Sol I each end 4. USE SOLID BLOCKING OR X- BRACING BETWEEN ALL JOISTS 9 E'-0" MAX. SPACING. ABOVE INSUL. O.C.1/3'' DOWN BETWEEN Rim Board to Raftrr(End-nail a) 2-ik>d I each end 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS & PARALLEL PARTITIONS. RIDGE AND CEILING JOISTS. WALL FRAMING 6. ALL FLUSH WD.CONNECTIONS TO BE FASTENED W/ RATED GALV. METAL 216 RGZ1k\u0KE AWFNUM CONNECTORS BY SIMPSON OR (EQUAL.) 10WF=G3G;F=AnD 9 M-f 119m Top Plate to Top Plate(Face-na!h d) 2-16d � per tcot Top Plate at lntrrs-ct1on3(Tor-nailed) 4-1rd joint-each side Stud to Stud(Face-nailed) 16d 24"o.o, H-ader to H-adrr(Face-nailed) 2-1h11 I 1cD"O.C.alon'q edoe5 GLAZING NOTES: - J LAG BOLT NAILER W/ (2) L+-+ + + Raftrr to Top Plate(Tor-nailed) 2-16d prr 2x4 Stud 5/8"0 x 4 1/2'' BOLTS 9 32''O.C. NJ�Lri1�o 3-16d prr 2x6 Stud 4-16d p7r2xbstud WINDOWS / SL.GL. DOORS AS MANUF. BY MARVIN,INTEGRITY W/ INSUL. GLASS,IMPACT RESISTANT& DESIGN PRESSURE RATED _ TECO EA. R.R.TO 2"x8" NAILER ,Ep Bottom Platr to Floor Joist,Dandjoi5t,Endjoist or Bllocktng(Face-nalled) 2-16d 12 prr foot AS REQ'D BY CODE OR USE: STRUCTURAL PANELS FOR STORM FLOOR FRAMING PROTECTION- PROVIDE PRECUT, PREDRILLED PLYWOOD,7/16"THICK. TYP. EXT. � E,N� A. Joist to Sill,Top Plat-or Gird-r(Tor-nailed) 4-8d prr joist INCLUDE ATTACHMENT HARDWARE:2 1/2" NO.8 WD. WALL (2"x4"IN - R Bridging toJoiSt(Tor-naird) 2-ad each end SCREWS 9 16''D.C.F/ SPANS UP TO 6 FEET, AND 9 ATTIC SPACES) A �R Blocking to Joist(Tor-nailed) 2- d each rind 12"O.C.F/ SPANS BETWEEN 6 &8 FEET. 7� Rocking to Sill or To Plate(Tor-nailyd) 316d rash block BUILDER TO VERIFY&CONFORM TO ALL REQUIREMENTS.REVIEW Ledger Strip to B-am(Face-nailyd) 316d each joist OPTIONS WITH OWNER. �" r Joist on Lrdgrr to Dram;Tor naiP d) 3-3d prr joist Band Joist to Joist(End-nand) 3-16d prr joist OPTION: PROV.Vx4" PICTURE-FRAME TRIM (ALUM.CLAD)TO ATTACH STRUCT x ' . Band Joist to Sill or Top I'latr(Toe-nailed) 2-16d i 1 prr joist PANELS. PREDRILL HOLES F/ HARDWARE, PROV. PLASTIC INSERTS TO PROTECT ROOF SHEATHING FROM WEATHER,ETC. (VERIFY DETAILS) �- MAINTAIN 1"CLEAR Structural Pan 6"-15 8d rag-/6"field FOR VENTILATION Diagonal Board shrathing CLIMATIC&GEOGRAPHIC DESIGN CRITERIA: 1"x6"or 1"x8" 2 8d prr Support 1"x10"or wider 38d I prr Support NOTCH RR F/ ems• n n CEILING SHEATHING SHEATHING TA OST �6'(, MI v E° Gypsum Wallboard 5,1 eoolrr5 7"rdgr/10"field - - - - - - - - -i�� 2- SIMPSON"H2"CONNECTORS 11-10-23155UED FOR i'ERMiT WALL SHEATHING AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME 0) 16"O.C. (ONE EACH SIDE) Structural Pan-15 8d 6"rdgr/12"field CONSTRUCTION MANUAL FOR ONE AND TWO-FAMILY DWELLINGS. (2001 EDITION) - - - - - Fibrrboard Panr15 2"x6"C.J. :I 7/16" 6d 3"rag /6"field R-30 UNSUL. 25/32" 8d 3"rag-/6"field GROUND SNOW LOAD 20 PSF TYP. ROOF TIES Gypsum Wallboard 5d cool r5 7"rdgr/10"firld SIMPSON"H7" Hardboard 811 6"rdgr/12"fr ld WIND SPEED : SOUTHOLD 130 MPH (3 SECOND GUST) CONNECTORS Particleboard PanrI5 861 6"rdgr/12"field WIND EXPOSURE CATEGORY B ( SUBURBAN, SEMI-WOODED) UON Diagonal Board 51h-athlno 1"x6"or 1"x8" 2-8d prr Support SEISMIC DESIGN CATEGORY C 1"x10"or wider 38d prr Support WEATHERING AREA SEVERE FLOOR SHEATHING Structural Panr15 ICE SHIELD YES 1"or IF5s 5,1 6'rdgr/12"field FROST LINE DEPTH 3'-0" great-r than 1" 10d 6"rdgr/12"fr Id Diagonal Board Sheathing TERMITE AREA MODERATE TO HEAVY 1"x6"or 1"x8" 2-8d prr support 1"x10"or wider 2-8d prr support DECAY AREA SLIGHT TO MODERATE ROOF SHEATHINGI _F WINTER DESIGN TEMP II Gok,.5t1.,min.12 ga.Shank w/a min.3/>"dia.head.fastener Shall penetrate through the roofing materials and a Asphalt roof Shinglr5 rr%of 3/4"into roof Sheathing and Shall roofing manufacturer and provide no less than 4 fa5tener5 per Strip DOUBLE PLATE ShIngB. 1. Nailingre uirement5 are based on wall 5rneathm naued 6"on center at the anel cd ,.It wall Sheath r i5 nailed 3"on center at the nel ed e to CODE REFERENCE NOTES: q g P' �- g Pa g obtain higher Shear capac.ties,nailing rea{uirement5 for Structural members 5ha'I be doubled,or alternate connectors,Such a5 5hear plates 5ha11 be used to maintan the load path. 2. Nailing requi ement5 are based on wall 5hieathing nailed 6"on center at the pare)edge.If wall Sheathing 15 nailed 3"on center at the panel edge to obtain higher 5hear capaatie5,nailing regquircrncm5 for 5tructura!members Shall be doubled,or alternate connectors,Such a5 5hear plates Sha''be used to maintain the load path. _ CG 830E Glazing at hazardous locations Shall have glazing protection in conformance with r30E.In general,glazing in all NOT U SEP HEADER doors and fixed Side panels,Glazing5 1e55 than 60''above surfaces of tubs 5hower5,etc.Glazing within 24"arc of doors in cloned position with 5i115 1e55 than 60''above floor.Glazing5 over 9 5quare feet and 1e55 than 15"above flni5hed floor.Glazing near stairways/landings. See complete text of R305.4.Glazing for 5pecific5 on locations and o z FULL HEIGHT NOTE: ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF exceptions. STUD THE TOWN 01=TOWN OF SOUTHOLD BUILDING DEPARTMENT AND THE FOLLOWING: THIS APPLICATION/ PROJECT WILL CONFORM TO THE 2020 RESIDENTIAL CODE OF NEW YORK R308.6 Skylights and Sloped glazing Shall comply with this Section and have fully tempered glazing. JACK STUD HEADER TO STUD: STATE R309 Garage opening protection and Separation required to be a5 noted and in conformance with R309.Garage BY SIMPSON LSTA21 floor 5urface5 Shall be Sloped to facilitate the movement of liquids to drain toward the main vehicle entry doorway. 1 1/4' X 18 GAUGE CONNECTOR W/ 16-10D ENGINEERED STRUCTURAL COMPONENTS AS PER ASCE 7-10 TYP. FLOOR STEEL COILED STRAP FASTENERS R310.1.1 All emergency escape and rescue openings Shall have a minimum net clear opening of 5.7 5quare feet.24" JOIST NO.C515 BY SIMPSON CODE COMPLIANCE: minimum clear opening height,20''minimum clear opening width,44''max Still height. UNDER JOIST (12"END THESE PLANS HAVE BEEN PREF/ABED UNDER THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. ALL LENGTH)16'' O.G. WINDOW SILL DETAILS AND INFORMATION HEREEIN 15 CERTIFIED BY THE LISTED DESIGN PROFESSIONAL AND IN FINAL, INSTALLED STAIRWAYS,HANDRAILS,GUARDS SHALL BE INSTALLED IN FULL CONFORMANCE WITH THIER PLATE COMPLIANCE.WITH THE FOLLOWIMG: RESPECTIVE CODE SECTIONS. ARCHITECT IS NOT RESPONSIBLE FOR THESE INSTALLATIONS. 0i, U) BOX BEAM MATCH FJ SIMPSON"HDU5" UPLIFT _I 1. 2020 INTERNATIONAL RIESIDENTiAL CODE FOR ONE AND TWO FAMILY HOUSES R314 Stairways Shall not e e be 155 than 36 inch5 in clear width at all pointse above the prmitted handrail height and CONNECTOR W/5/8" DIA. 2. 2020 NYS UNIFORM CODE SUPPLEMENT TYPICAL AT CORNERS W Q below the required headroom height.Handrails shall not project more than 4.5 inche5 on either 5ldeof the Stairway 3. 2020 IECG OF BUILDING AND AT O f- 4. ENGINEERED STRUCTURAL COMPONENTS PER ASCE 7-10 and the minimum clear width of the Stairway at and below the handrail height, including treads and landings, Shall not ENDS OF SHEARWALLS W 5. WOOD FRAME CONSTRUlGT10N MANUAL 201E EDITION FOR ONE AND TWO STORY FAMILY be 1e55 than 31.5 1nche5 where a handrail i5 in5talled on One Side and 27 inche5 where handrails are .provided on both W UJ Sides.The maximum riser height Shall be 5.25' and the minimum tread depth Shall be 9 in conformance with R314.2. DWELLINGS Minimum headroom 6'-8'. All 5tair5 Shall be provided with illumination in accordance with Section R30,54.Enclosed B OM PLATE O �j THERE SHALL BE NO DEVIATION IfN CONSTRUCTION PRACTICE FROM THE REQUIREMENTS OF THESE acce55ible Space under 5tair5 Shall have walls,under Stair Surface and any 50ffit5 protected on the enclosed Side L W `a with 1/2-inch gypsum board. W ;141 DOCUMENTS. CC) (/) R315.1 Handrails having a minimum and maximum heights of 34 inche5 and 38 inche5, respectively,measured vertically CC\2 W MATERIALS SHOWN AND SPECIFFIED ON THESE PLANS HAVE BEEN CHOSEN BASED ON PERFORMANCE DATA ►- H from the nosing of the treads shall be provided on at least one Side of Stairways. All required handrails Shall be AND MANUFACTURERS RECOMMiiENDATIONS.AND SUBSTITUTIONS WILL BECOME THE BURDEN AND O continuous the full length of the stairs with two or more risers from a point directly above the top riser of a flight � O W •--+ REASONABILITY OF THE CONTRACTOR TO VALIDATE THE COMPLIANCE WITH CODES AND TESTING Z to a point directly above the lowest riser of the flight. Ends shall be returned or Shall terminate in newel posts,or PROCEDURES, INCLUDING THE PRODUCTION OF ANSI TEST RESULTS,AAMA TEST RESULTS,ETC. Safety terminals.Handrails adjacent to a wall Shall have a 5pce of not 1e55 than 1.5 inche5 (38mm)between the wall and the handrail.The handgrip portion of handrails Shall have a circular cr055 Section of 1-1/4 inche5 minimum to 2-5/5 E" O inche5 maximum.Edge radius of 1/5". O W GENERAL NOTES: J R316.1 Guards are to be a minimum of 36 inche5 (914mm) in height.Open 5ide5 of 5tair5 with a total rise of more O O than 30 inche5 above the floor or grade below Shall have guards (each Side) not 1e55 than 34 inche5 in height measured vertically from the nosing of the treads. (Second Story guards are recommended to be, higher.) ¢ .� a LLJ 1. All electric work Shall comply withi the National Electrice,Code. Electrician Shall obtain fire underwriters certificate E_ _ R317.1 Single and multiple-Station Smoke alarms Shall be installed in each Sleeping room,outside of each Separate O for all electric ,vork and shall Submit;to owner. Provide all outlets and junction boxes required for all appliances, Slee pumps,equipment,etc.Contractor 53hall review Service requirements,all lighting,outlets,fixtures, phone jacks,T.V. ping area in the immediate vicinity of the bedroom,on each additional Story of the dwelling, including basements. E- cable jacks,etc.with owner a5 requlired for the full installation and satisfaction of owners requirements and code The alarm devices Shall be interconnected in Such a manner that the activation of one alarm will activate all of the compliance and Shall provide Same. Nrchrroct 6 not re5pon5ible for electrical de5ign5 for this project in any capacity. alarms in the individual unit.The alarm Shall be clearly audible in all bedrooms over backround noise levels with all TY(P.FND.TIES: intervening doors closed. All Smoke alarms Shall be listed and in5talled in accordance with the provi5ion5 of this code SIf:MP50N"HDU5" W 2. All plumbing work shall comply with the National Plumbing Code and all local codes.Contractor shall review with the CONNECTOR W/ 2 5/8" TYP.FND.TIES: F, and the household firewarning equipment provi5ion5 of NFPA72. ( ) owner the requirements for plumbinc2 in5tallation5 including but not limited to fixtures,trim,acce55orie5,etc.and SIMPSON"HDU5"CONNECTOR � DUA.7HRU BOLTS. requirements for water Service anal domestic hot water. Architect 15 not re5pon5ible for any plumbing 5y515em5 in TYPICAL AT CORNERS W/ (2)5/8" PIA.THRU BOLTS. any capacity.Contractor Shall rovicde 5anitar S 5tem in accordance with the owners approved Site Ian and Shall R319.1.2 Wall and ceiling fini5he5 not including trim, door,and window frames Shall have a flame-Spread cla55ificatiorl ( (� p p y y pp p OF: BUILDING AND AT (TYPICAL AT CORNERS OF of not greater than 200. Wall and ceiling fini5he5 Shall have aSmoke-developed index of not greater than 450. coordinate all inspections required fPor approval of Same. And Surveys indicating final tank locations shall be by ENDS OF SHEARWALLS BUILDING AND AT ENDS OF R322. A vapor retarder Shall be in5talled on the warm-in-winter Side of insulation. ) owners surveyor.Contractor Shall pl>rovide Surveyor with information a5 required. SHEARWALLS) 3. All HY.A.C.work Shall comply witfn Article 10 of the N.Y.S. Uniform Fire Prevention and Building Code and Energy R1001.1 Masonry chimneys Shall be constructed, anchored,Supported,and reinforced a5 required in this chapter and the applicable provi5ion5 of Chapters 3,4,and 6 with applicable clearances to combu5tible5 and firestopping. cZ I� Code.Contractor Shall review all mecchanical Systems with owner for type of System to be provided (I.E.oil,gas,or o o z o z d electric hot water or air,etc.) inclu&ng air conditioning requirements. Architect i5 not re5pon5ib1e for heating or air R807.1 Attic acce55. An attic acce55 opening Shall be provided to attic areas that exceed 30 Square feet and have EXISTING EXISTING conditioning 5y!5tern5 in any capacity. o 4. Owner Shall obtain any and all regjuired permits prior to allowing contractors to proceed with any of the work. a vertical height of 30 inche5 or greater.The rough-framed openinh Shall not be 1e55 than 22 inche5 by 30 inche5 and FLOOR JOIST FLOOR JOIST including 5. All Site workShall be located in a hallway or other readily aece55ible location. A 30-inch minimum unobstructed headroom in the � �� #/`0 2 3 04 O uding Sanitary 5W5terrl, utilities,ea5ement5.5etback5,elevations,drainage, retaining walls,etc. - o Shall be in accordance with a Site plan prepared by the owners Surveyor.The Architect i5 not re5pon5ible for Site attic Space Shall be provided at some point above the access opening. See Section M1305.1.3 for access pG��0 1 1/4"X 18 GAUGE 1 1/4"X 18 GAUGE requirements where mechanical i ere mecanca equpment i5 located in attic. designs of any type in any capacity. STEEL COILED STRAP � STEEL COILED STRA 6. All work Shall be performed by 1iceen5ed contractors whom are experienced with the type of work being performed. WRAPPED UNDER SILL WRAPPED UNDER SILL All contractors Shall maintain Ilabilit;y insurance and workers compensation insurance in connection with all work being ROCE.1 Combustible insulation Shall be Separated a minimum of 3 inche5 from rece55ed lighting fixtures, fan motors, AND OVER EACH STUD AND OVER EACH STUD �Q� �0f�[ ° 2 3- 04 O and other heat-producing devices or Separated in accordance with the conditions Stipulated in the fixtures listing. ° performed in project. }i W/ 12'' MIN.C515 BY W/ 12'' MIN.C518 BY 7. All materials,5y5tem5,equipmernt, fixtures,etc.Shall be in5talled in Strict compliance with the manufacturers DESIGN LOADS:ng installed in the building thermal envelope Shall meet the requirements of Section N1101.3. SIMPSON SIMPSON written 5pecifica5io115 and in5tallatiron instructions, including all clearances for Service,etc. 8. All contractors Shall warrant thelir work in writing to the owner for a minimum period of two years. 9. The Architect Shall not have control or charge of and Shall not be responsible for construction means,methods, R-30 W/ APOR �I R-30 W/VAPOR r techniques,5equence5,or procedurff5, or for Safety programs in connection with the work or for acts or Omi55ion5 LiVE DEAD BARRI :S , .o d E . z BARRIORS `-o-'�to dJ _z of the contractor,5ubcontractor5 car any person performing any of the work,or for the failure of any of them to carry out the work in accordance wiith the intent of the contract documents in that Said re5pon5ibilty i5 the Sole 20 10 ROOF: SNOW LOAD: FO JATION J�- - GRADE FOUNDATION GRADE A re5pon5ibility of the contractor. PER:12PiTCHWALL 10.All exterior doors, roofing 5hingle;5,trim,Siding,etc.Shall be reviewed and approved by owner. 40 10 DECKS/ PORCHES a 11.All interior fini5he5 including but ncot limited to wa115,flooring, tile,etc.Shall be reviewed with and approved by 40 10 PICTH FINAL GRADE PICTH FINAL GRADE owner. AWAY FROM WALL TYP. AWAY FROM WALL TYP. 12.All rni5cellaneou5 interior items imcluding but not limited to doors,trim,fireplaces. closet Shelving, kitchen 30 10 SLEEPING ROOMS cabinets,Shelving. hardware,etc.5h�all be reviewed with and approved by owner. 13.Where existing wa115,po5t5 etc.pare removed it i5 the re5pon5ibility of the contractor to provide temporary 20 10 ATTIC WiTH STORAGE Support,Shoring,bracing,etc. a5 regluired. 10 10 ATTIC WITHOUT STORAGE i 10, 36'-2 1/2" 3G'-2 1/2" 6-91/2" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NJ LEGENP EX.WIND EX. WIND EX. WIND ELECTRICAL LEGEND F(C: T WER/ N i�F� Q L�QG�Na LQo�aG°ao I I W D IL57INJK ARCC H9 ECC��1 IIIIIIIIIIIIIIIIIIIIIIIIIIII GFI GROUND FAULT I I I I i I I I I I I I I I I I I I i I I I 1 `r INTERUFOR 215 �30L�Vn'DKE AVENUE I I I I EPI I L- — — — — — — [—Col CAR31N MONOXIDE I I F 16'-7° ROWERMEAD631.727.0344 — — — — — — — 9 �� ���09 I I I I I I I I I I I I ( I I I I I I I 5 SMOKE DETECTOR I I I I I I I I -,�� I I I ( y6'l NEq (4)TX8 I I I I I I i t O MASTER BATH KITCHEN � BL .,KINf�I ( I I `<� I I i I EE�WEEw EXLOIST I I ( F ) SMOKE DETECTORBEDROOM NG I I y Xo ATJP OFI3 StL CCIL. I I I I I I w `" OO ANC CONE-FOrINJ I WALL LEGENDEX.8"REINFORCED CONC.Ii I I I I O'I I ( 24' POCKETFOUNDATION WALL$ EXIST. (o1'-8"X 8"CONG. FOO-rING b�cq �'�I I I I I I I I C I EX.WALL TO 5 1 3/4 x 7 1/4 ML_ _ I REMAIN - 48" SLIDER 48" SLIDER O , N I L 71 _ I L _ A2 I _ A2 , N N NNN N COVEREDc" I I 7TI I NEW WALL°� IL I CL CL �'f (4)2X6 POST DN TO PORCH N I EX. I 68 N x I I I i I I I I I I I I I l I I I I I I I I I I I I I UNEXACATED I I COL. BELOW w N l l l - - - I I I I I I I I I II I I o � DN. I II I ! ti I I I i I I I I I I I CO I 2"x6"FJ I I w O I 916"O.C. I FAMILY �3Isu I° I I I I I I I I I I I I I I N G I I 1 I I I I I I I BEDROOM 1 ROOM 11-10-23 iSSUED FOR PERMIT UNFINSHED I I I I I I I I BASEMENTSTAIRS I i t i I I I I I I I I I I I I I I I I I I I l i I NYSBC PER I II H I I I I I I I I I I I I ( I I I I I I I � `-�FA �' I l I I I I I ► I I I I I I I I i I ( I I I I I - - - - LC�' T 14'-11 1/2" up N — — -- - — — —L J— — — — - - - - — — - - — — - - — — — I a -- 5;2� IN r7771 FEX. WIND ❑ EX.WIND I I - - - - - - - - - � 36'-2 1/2" 5'-91/2" lei NEW (4) 2X6- 36'-2 1/2" 8'-91/2" POST FROM I EXIST. A ABOVE PLYWOOD A2 SUB FILOOR A A2 clBASEMENT 1 ST FLoo z. FIRST FLOOR � 11 1 II 11 1 II 1/4 = 11 -O 1/4 = 1 -O --- I �- EX.2x 8, FJ EX. 2x 8 FJ NEW (4) 2X8 BLOCKING PERT-'\IiDICULAR BETWEEN EX. JOIST NEW 4" 'STL COLUMN 30"X 30" x 12" CONC FOOTING _ _ _ _ gT--_ I T.O. WALL 2ND J tr - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - a: a e . — — — — — — — FLOOR z _ I EX. ROOF ► I _ _ A U p° w w _ T.O. CEILING ATTIC #4 REBAP,, EACH 16 - 2 1/4 0 z w z z WAY \ O Q Q Q R 22 INSUL. .-. c SECTION AT i=057 o z 3/4" = 1 �_O�� ��-� BEDROOM � O O ~' � --� u- F- 12'-9° of CLOS. 13 -8 ti�2� EX. 2X4 STUD WALL C� 16" � � J — ATTIC O.C. ATTIC SECOND FLOOR � U EX. R15 INSUL T 8' - 8" 1—?1- E24 � � F- LJ EX. 1/2''GYP. BD. V) (n _ E- O NEW (4) 2X6- POST FROM - 8 FJ 9 16"O.C. EX.v 8 F 0 16''O.C. _ _ TOP OF WALL � O ABOVE 8' - 0" W o u_ cf) o HALL CsR 22 INSUL. i o z z o o z EXIST. PLYWOOD _ Q X BEDROOM 3 O Os BEDROOM 4 X EX. LOWER SUB FLOOR ML F3USH HDR4 EX.2X4 STUD WALL C� 16" O.C. z d EX.R15 INSUL w ROOF w CO EX.1/2"EXTERIOR PLYWD. EX. SHIPLAF SIDING NEW (4)2X8 BLOCKING i � � � i Lu PERPENDICULAR I � KITCHEN � � � EX. FAMILY BETWEEN EX.JOIST B i EX 1/2"GYP ROOM . . BD. Lu 0 15T FLOOR. A2 i w Q J CL. CL. ccLl - EX.2x 8 FJ — ' _ _ FIRST FLOOR EX.2x8 FJ Co) 16'' O.C. EX.2x8 FJ 9 16"O.C. 0' - 0" NEW 4" STL COLUMN I EX. FND STAIRS PER I L WALL R 22 INSUL. I EXISTING (5)2X10 GIRDER GRADE NYSBC EPDXY 12"#4 REBAR 9TO REMAIN _2' - 0" a 12''O.C. MIN 4" ATTIC :�:=j ATTIC EMBEDMENTA UNFINISHED BASMENT PROJECT #0 2 3- 040 24"X 50"x 12'' EX.8"CMU WALL RO REMAIN CONC FOOTING I I �All NEW COL. II a D EX, ROOF I CAD F[IL IE.- 2 3 04 0 BASEMENT t- - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - — = - - - J e — — #4 REBAR EACH /� SECOND FLOOR WAY / ` C� 2 SECTION AT Y�I,�LL• � SECTIO GN