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HomeMy WebLinkAbout45865-Z =o�c,UFflltKCpGy� Town of Southold 12/10/2021 P.O.Box 1179 o • 53095 Main Rd yyo! � p Southold,New York 11971 a�y CERTIFICATE OF OCCUPANCY No: 42593 Date: 12/9/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1030 Horseshoe Dr., Cutchogue SCTM#: 473889 Sec/Block/Lot: 95.4-18.17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/16/2021 pursuant to which Building Permit No. 45865 dated 3/2/2021 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: alterations and front stoop addition to existing single-family dwelling as applied for. The certificate is issued to AMP Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45865 11/22/2021 PLUMBERS CERTIFICATION DATED 12/8/2021 Ethar omanelli A •ize Sr nature UFrotr�o TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 45865 Date: 3/2/2021 Permission is hereby granted to: Anderson, James 1030 Horseshoe Dr Cutchogue, NY 11935 To: construct alterations to existing single-family dwelling as applied for. At premises located at: 1030 Horseshoe Dr., Cutchogue SCTM #473889 Sec/Block/Lot# 95.-4-18.17 Pursuant to application dated 2/16/2021 and approved by the Building Inspector. To expire on 9/1/2022. i Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $339.20 CO-ALTERATION TO DWELLING $50.00 Total: $389.20 4 �� Building Inspector SOUlyolo Town Hall Annex Telephone(63 1)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA, Sean.devlin(cDtown.southold.nv.us Southold,NY 11971-0959 .cn o�yCOUlm,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: AMP Development LLC Address: 1030 Horseshoe Dr city:Cutchogue st: NY zip: 11935 Building Permit*. 45865 section: 95 Block: 4 Lot: 18.17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: T Best Electric License No: 49446ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 57 Ceiling Fixtures 16 Bath Exhaust Fan 3 Service 3 ph Hot Water Elec GFCI Recpt 6 Wall Fixtures 12 Smoke Detectors 2 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 22 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 1 Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 1 21 Switches 1 32 4'LED Exit Fixtures Pump Other Equipment: Fridge, Gas Oven, DW, Micro, Hood, MD, 200A Panel 42 Circuit/33 Used Notes: Two Story Addion Inspector Signature: ��� �� Date: November 22, 2021 S.Devlin-Cert Electrical Compliance Form SOOlyOlo Town Hall Annex ,yL Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 c-Ulm, E C CE ° °? E BUILDING DEPARTMENT DEC B 2021 D TOWN OF SOUTHOLD 6111LOING DEPT TOWN OF SOU3HOtD CERTIFICATION Date: /� O Building Permit No._ 6-n'-5 /-F Owner: J0A (01-4d lease print Plumber: M APO PI/ (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 CONNIE BUNCH day of 20—[�`—F Notary Public,State of New York No.01BU6185050 Qualified in Suffolk County Commission Expires April 14,2 da3 Notary Public6-49� County D UG 1 6 2021 SV EO(�C' BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ,� y `GDFown Hall Annex- 54375 Main Road - PO Box 1179 H_ 80IOJ Southold, New York 11971-0959 oy • a0� Telephone (631) 765-1802 - FAX (631) 765-9502 _ rogerr(a( -southoldtownny.gov seand(c�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: oZC�a -Company Name: .-7D eS ��_l 6� l _J_ 'Natile;. License No.; ( email.eSreL cTrlc).0.0 Phone No3-- x,33 ❑I request;an email copy of Certificate of-Cb Address ,3 1� .w c 3 JOB.$;ITE I:NFO'RMATION (AII Information Required) ; 'D . 'Add res's Cross Street ] Phone No... Bldg.Permif# t{. S $6 email:: Tax.Map District:, 100.0 Section: C15 Block: Lot:. $. BRIEF DESCRIPTION OF WORK (Please Print Clearly) �'L �Tt' tCc .`- 'R�fl�c� c�..1tc� a,, o�C._T` Check All That Apply: Is job.ready for inspection'?,: . El YES O: : ❑Rough In. _❑Fina.l Do you need a Temp Certificate?: DYES ff O Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect 0 Underground ❑Overhead # Underground Laterals ❑1 ❑2 ❑H Frame❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx Cb�\� ����� pF SOUIyo * # TOWN OF SOUTHOLD BUILDING DEPT 765-1$02 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY]NSPECTION [ ] FIRE RESISTANT CONSTRUCTION° [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: "t -yyry DATE INSPECTOR llV l � �oy�dUF SO4go6 — ©# TOWWOF SOUTHOLD BUILDING DEPT. 765-1802 .. - INSPECT ON [ ] FOUNDATION IST [ ROUGH PLBG. [ ]iFOUNDATION 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 REMARKS: A 6� DATE 3I AINSPECTOR9uk �s SOGl6o6 f TOWN OF SOUTHOLD BUILDING DEPT. *rouxn ''� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [v; FINAL hlr S [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: y 660 bainm box c+ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPTs��. rrouxn �¢ 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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 REMARKS: �wo .4fiAl u/ DATE 'ZA2 INSPECTOR `tw - FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) �y -------------------------------------- FOUNDATION (2ND) z o ciN JvP/ ro CA ROUGH FRAMING& y PLUMBING .1 1 Com' INSULATION PER N.Y: y STATE ENERGY CODE tl N(iLz- ZeA V FINAL ADDITIONAL COMMENTS rcez 0 fl Ce o 2 ins Ljs m � z e o�511FF0(rcD TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ��"oi 4aag Telephone (631) 765-1802 Fax (631) 765-9502 httys://www.southoldtownny.gov f Date Received APPLICATION FOR BUILDING PERMIT _ r. ^� For Office Use Only PERMIT NO. BuildingInspecton �tVV\ 1 6 2021 FES Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an y i Owner's Authorization form(Page 2)shall be completed: Date: OWNER(S)OF PROPERTY: Name: 1n_b —J SCTM# 1000- (�S—LJ_I 8 Project Address: Phone#: Email: -_L. .�1 w -w_�t7 - --- - 1- - - - - MailingAddress: CONTACT PERSON: Name: Mailing Address: Phone#: DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Additigqn ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: Other ?-p—omfM')&) $ __ Will the lot be re-graded? Dyes ONO Will excess fill be removed from premises? Dyes ❑No 1 PROPERTY INFORMATION Existing use of property:-1\1�. 7 w Intended use of property_ U Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to N this property? ❑Yes N�No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal raw. Application Submitted By(print name): Y Authorized Agent ❑Owner Signature of Applicant: ��'� `— Date:21 uP JZ I STATE OF NEW YORK) COUNTY OF Sly ) F✓'CD.rI 921SCC-- �I�evIVIG✓1 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the �T (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 9qo 4ari,'4 Ngbg......... Ic Deborah Orlowski Notary Public,State of New York *i PUBUC j*_ No.01OR6280392 PROPERTY OWNER AUTHORIZATION �;,o� ,r`` Q��edin Suffolk County Cimudmian Expires 0s113204 (Where the applicant is not the owner) I, Arty -yy A residing at I0q'7� --TrmklnulLa-u-ef 'u ( II9LC 0'�-- do hereby authorizeC1anC eS Cq ire In ain to apply on my behalf t0 the Town of Southold Building Department for approval as described herein. 2 � 1 Co�2� OwrfeTs Signature Date lira 4 h�Y �oL ,U-0 Print Owner's Name 2 �rL^ BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD y x Town Hall Annex - 54375 Main Road - PO Box 1179 — — -�-Southold;New York-14-971-0959--- yfj O Telephone (631) 765-1802 - FAX (631)'765-9502 rogerr,c-.southoldtownny.gov - seand(a,southoldtownny.gbv APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: D Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service'Size❑1 PhF—]3 Ph Size: A # Meters Old Meter# F-1 New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect[:]Underground❑Overhead # Underground Laterals D 1 2 R H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switchesorl 1� �Z Outlets �j� i •' 1 II GFI's I' 1 Surface Sconces H H's11'N UC Lts 1 Fans I Fridge I HW �� Exhaust III Oven (^/ W/D '7)A-113/ Smokes 11� DW I�rr Mini `Carbon Micro ,I Generator Combo 1 Cooktop Transfer AC . N AH N Hood I Service Amps-I H/av/e Used Special: "7 3 Comments. .,, j, � 4�gpFFQ(,r��G , Town Hall Annex �Q. .y Telephone(631)765-1802 54375 Main Road o Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 _ f BUILDING DEPARTMENT #I NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION. PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: o� l I(,0 1, Owner: Location of Property: 1(')30 AA(-)rCPShccc_ 'OC • ' OU(Acyl( r3 .� Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize ' (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): pr( (/1lk2 al Capacity(check applicable line): Owner ; Owner representative TrussRegl5.docx Effective 1/1/2015 Operating Business Address:1075 Franklinville Rd,laurel NY 11948 eCNRECIIIRE Brooklyn Office:450 9505t,C9,Brooklyn,NY 11209 Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 July 16,2021 Southold Town Building Department P.O. Box 1179 Southold NY 11971 RE: Portillo Residence 1030 Horseshoe Dr Cutchogue NY, 11935 Hi Sue, Enclosed please find the Building Permit Fee for 1030 Horseshoe Drive,for$389.20. Please contact our office if you have any questions. Thank you, Jessica Magee AMP Architecture,PLLC Administrative Coordinator Office: 516-214-0160 Einail.jmagee@amparcliitect.com GENERAL NEW PARTIAL HEIGHT Q ~ c) EXISTING TO BE DEM01.15HED WOOD FRAME (L.6. STL. Lu LLJ CN WHEN APPLICABLE) J rl EXISTING TO REMAIN W r-I NEW WOOD FRAME (L.G. NEW FOUNDATION WALL ��` �' Q W >_ STL. WHEN APPLICABLE'.) 0: Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Z WOOD FRAME (L.G. 5TL.. P05T FOR 4" WALLS 46'4/2" J i_ >; WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL F— Lo R P05T FOR b" WALL5), U.O.N. 26-21/2° l0'-5" 0) O NEW 2-HR FIRE RATED u a O WHENDAPPLIGABLE)STL.. = q'-by * I' EXIST. >_ m (2) Rt * 5 NEW STEPS U.) ix Q 2 I Tr to ENTRY_ Z NL DIOOTW3046 (EGRESS) 6 _ 4 5 TW26210 TW3046 (E6RE55) O FLOOR PLAN NOTES Qxba 4 5 NEW(2) 2"x5" HD W 2Ti 75"xq.F LVL HDt�_.m NEW(2) 2"x5' HDR Z W 4 5 Q J NEW, (2) Ri ® t 5" �Q I 5 I 5 in 13_ 2„ J 00 ODOOR NOTE: UP (I) r ® t 10" �g �`2'�2� I. INSTALL NEW INTERIOR DOORS WHEN GALLED x fit+ +6� 3b" p O OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). NEW ry ' ':,' U �' N o Z 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED N - MUD ROOM MODIFIED U X J LAUNDRY C.L. O C' �p OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3 - _ �p Q \J 3.DOOR TYPE To SELECT O � � L) @� t0 EXIST. � v � it Q Z rl 4.INSTALL AS PER MANU 5PEC.'s n O BEDROOM x O FRONT ENTRY DOOR EGRESS NOTE: in 113 S.F. iv�p ! cV b-o yy EXIST. J I. W.F. FRONT DOOR HAS MIN. 32" CLEAR OPENING w (D WHEN DOOR 15 OPEN 010° x N 2.IF NOT, THEN REPLACE EXIST. DR. w/NEW 56'x50" 12'-b" tuW DR. (32" CLEAR WIDTH) in =� cy+ -�� N OW 2' E O J O 3. PROVIDE (2) x8 HDR.,U.O.N. 4 5 ' in MODIFIED = LION 3 �ryi W�> • ` zl' 4.JACK AND KING STUDS A5 PER PAGE A-200 N s _ HALLWAY / ,1'�+b' 5M/GO z= O KITCHEN Q 2 STAIR $ RAILING NOTE: A WISP. m ON\SM/GO 12 I. ALL NEW STAIRS SHALL HAVE MAX. 7-3/4" RI d� 5'-by2" TRIPLE POST �z 4 MIN. lo" Tr - RISERS SHALL BE OL05ED 0, x _ _ = _ lu p 40, W 2. 36" HIGH GUARDRAIL 4 SPINDLE SPAGIN6 (2)NEW 1.575"xlb" 6.P. NOT TO ALLOW PASSAGE OFA 4" m SPHERE; ry �- TRIPLE POST 2.OE LVL FLUSH BEAM NEW tV r� EXIST. EXIST. p 36" HIGH HANDRAIL 4 SPINDLE SPAGIN6 NOT PENINSULA ' OIL. +1- — — — — i H R i 2,_3„ L F= TO ALLOW PASSAGE OFA 4" 0 SPHERE � ��u ;p MODIFIED n a® ry V 3. 6RIPPABLE RAIL A5 PER CODE ' -Atu LIVING ROOM SMOKE DETECTOR / GO DETECTOR NOTES: 11-:0 2oi S.F. ALIGN O 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT Itu I 5 = O SMOKE /CARBON MONOXIDE COMBINATION DETECTOR w 0 - 3 w Q HARD WIRED To EACH OTHER W BATTERY BACKUP. 2.INSTALL ALL AS PER MANU. SPEC.'s Ll u 2 t- 3 z 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 4 5 dJ V O IN COMPLIANCE WITH LOCAL CODE EXIST. 2 x8 F.J. O x O ® ® NEW DINING _ \ ® Ib" x iv= a ►`- • ROOM 4 5 0 5M/00 112 S.F. � mn � N ® WINDOW NOTE: dJ - < O I. ALL NEW WINDOWS 4 DOORS SHALL BE x z w U~i ANDERSEN 400 SERIES CASEMENT,DOUBLEHUN6, OR 6LIDIN6 (AS NOTED); INSTALL A5 PER MANU. cV I 5 SPEC.'S. FOR SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS AND DOORS" ON PAGE A-100 4 5 NEW (2) 4 5 NEW (2) tt1 4 5 NEW(2) O4 5 NEW (2) 2.IF CASEMENT WINDOWS - ALL C5MNT WNDPG _' HDR " HDR HDR SHALL HAVE 5TRAI6HT ARM HINGE WHENI. -- 3.IF DOUBLE HUNG - ALL DBL. HUN& WNDW5 TO BE '' \': TILT WA5H TW304 TW30 STOOP � �� TW304 TW3046 (EORE5S) 4.ALL GLAZING WITHIN I5" OF FF TO BE TEMP.6L. b 6-4 NEW b-4 5-5 6-10 : � �� � �� EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING - - CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF tom- E6RE55 SHALL BE FOLLOWED: -H -H NET CLEAR OPENINO........... 5.7 S.F. - NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20 MINIMUM WINDOW /DOOR FRAMING: O SEE PAGE A-200 FOR FRAMING ELEMENTS AROUND DOORS AND Q w WINDOWS (TYP. FOR ALL) U.O.N. W Z FROPOSED FIRST FLOOR FLAN, Z � a 1,108 S.f. HABITABLE SPAGE; 1,108 S.F. CROSS AREA SCALE: 1/4" = P-0" � Q m m J O O it U- Z 0 Z w m U y2" 15'-'jY2" 5'-O" 13'-2" 0 H w V V) V) II'-b T;IJ0210 TW30_46 (E6RE55) DHP3- 46 TW3046 (E&RE55) T 0210 TW3O46 (E6RE55) w _. _. 41 0 :. _..... _ SHOWER 4 5 NEW Z2 2"x10" HDR ! "NEW 2 O 2XV, HDR O 5 24x68 Lii ' Q in 1:) _ MODIFIED ":;...;::: :p\•,m p BEDROOM 40„ o I 5 102 S.F. PROJECT: \v_.. - _ z 3 `gym 3 . L - -_- PORTILLO NEW MASTER ® // fix\ n 5M/GO i _ + RESIDENCE BATHROOM 5M/co sp 64 S.F. = 3 �( 1 MODIFIED2(2x6& MODIFIED • = ALI&N /�ll B 2D8 OOM HALLWAY 5M/co l � G - AR I 10'-2" ALIGN ~w 77 4 W 030 HORSESHOE DRIVE \ 5 I s CUTCHOGUE, NY 11935 F_ 7=7=77777777 �?+ w 1 5 SM/GO p DRAWING TITLE: p` NEY�I WALK-IN m NEW G ;p 164 S.F.I 24X68 +1 ++ BEDROOM 4 5 PROPOSED FIRST FLOOR PLAN fKYLI6HT SKYLIOHT _ � 2Qxb� ab S.F. _ PROPOSED SECOND FLOOR PLAN - - a Q m - NEW m GL. _ _..... ._._..........__ ......._..e-................_........ X17'-IjY _._..... . _....__........._......_. a ._. . w......_ .__......_. ....— .._......_.....;.......... I.5 TON I'-5" 10'-4" — ��� PAGE: Al -- - HANDIR A-103mOl ................. ......... .......... =...... -—- -------��nnzr,_ ........... DATE: 11/18/21 7 OF 11 FROFOSF_U SECOND FLOOR PLAN -130.-1 S.F. HABITABLE SPACE; -150.1 S.F. CROSS AREA SCALE: I/4" = I'-O" �� A PA SITE PLAN HATCH KEY: U PROPOSED BUILDING ADDITIONLLJ_ N PROPOSED ACCESSORY STRUCTURE • y C__.TT Z CN O PROPOSED 2ND STORY yf 4LU ...�� Uj >' JO Z J = H J APPR VIM AS Pi'DTED _ T . – PROJECT LOCATION DA,E. _ B.P.# � � OO I .00 - �----- ---- -- -— --- ON &SCOPE ---– ------- I z d' m INTERIOR RENO\/ATION AND RESTORATION. SITE PLAN & ZONING DATA m O FEE:3 - BY: _ _ j Z NOTIFY BUILDIN'.' ;EGARTMENT AT Q W J FO 1802 8 i0 4 " FOR THE Q-002 .00 ! GENERAL NOTES j 00 o FOLLOWING INSP:�CTiU'vS: � 1. FOUNDATION - TWO REQUIRED �p�2 FOR POURED CON- .-RETE /' �� I ENERGY TABLE J ri emi 2. ROUGH - FRAAdI^du PLUMBING j STRUCTURAL DESIGN CHARTS ! `� O 3. INSULATION T DATA : L Z >'; d' - -- -- - 4. FINAL - CON"I F IJC.. 1I-)N MUST / I ®QQ j,OQ HOLDOWN, ANCHOR BOLT, CV BE COMPLETE 'ECP, t: 2�/' ! � W to ALL CONSTRUCTION SHALL MEET THE C� I _ . ...._ _-. _-_ I STRAPPING, & NAILING DETAILS LO m � REQUIREMENTS OF THE CODES OF NEW 2 I PROJECT / ZONING 1�ATA � _ _ . ._._. ... .. ...._�_r -_-____ . FASTENING SCHEDULE O Q Ln YORK STATE. NOT RESPONSIBLE FOR /� DESIGN OR CONSTRUCTION ERRORS. 1000-q5-4-18.1 ' r-I J O TAX MAP �'I - - - - -- /� I ZONING DISTRICT FRAMING GRAPHICS I ,i Ac NC BEAM CONNECTION PATTERNS COMPLY WITH ALL CODES OF / NEW YORK STATE & TOWN CODES / I o.q ACRES Il FIREBLOCKING DETAILS W I � GofO - ONE-FAMILY DWELLINS Z-g5g6 JULY 18 Iq-7q OT � :�Fa AND CONDITIONS OF I' - -_- I'I� �/ --__- _ _ - - _ A— I Q I .00- - PROPOSED DEMOLITION PLANS U AS R�.QUi � _ , GofO -ADDITION Z-1'1111 JULY :2:2, 1115e, i W U F_- -' J T' ° FEMA FLOOD ZONE X U J �I F �of n�iti�u�r;BOARD �,��, / -i = •--I o >00, r AWN ,TEES g��. I - -- --- - - -- - --� Q A- 1 2 .00 WETLANDS DISTRICT No d ! PROPOSED FOUNDATION PLAN � I DEC D15TFZIGT NO 1 I _ / I SUFFOLK COUNTY HD APPROVAL CISO-03 4 OCCUPANCY OR A- 105 .00 , PROPOSED FIRST FLOOR PLAN USE IS UNLAWFUL I -- PROPOSED PROPOSED SECOND FLOOR PLAN HABITABLE SPACE EXISTING � � WITHOUT CERTIFICATE ' BASEMENT AREA ii O S.F.SFO S.F. F OCCUPANCY I I N FIRST FLOOR AREA 1,1085.F. 1,108 S.F. –2Q I ,QQ PROPOSED EXTERIOR ELEVATIONS I _ - - -- SECOND FLOOR AREA 130.1 S.F. "130.'1 S.F. 1 o I fJ TOTAL BEDROOM COUNT 4 I N RETI',IN STORfJI WPITER RUP�OFF EXIST. I ' A 7 PROPOSED EXTERIOR ELEVATIONS PURSUANT TO CF'r�PTER 236 02 .00 FRAME F E V z' - --I 0 THE TO did CODE. v� LOT 0OVI=fZA0E- ' I I ! ! 90 LOT Ii - - - - - -- - ----------- -- - - I N I DESCRIPTION (FOOTPRINT) AREA /` —5� Q(� DESIGN DETAILS - - GOVERASE l� N-1 fOUCK F I TOTAL LOT AREA - 40,173.0 S.F. EX15T. MAW Q m I O ' POOL X CL M'1'�71CAL I I' 1 )=XISTiN e UiLDINs 1,1080 S.F. EXISTING I.S. POOL I��cJPElr!YVOm t�"� uIRED �I �I I _ ---- -- - ; I j – I 0 .0O DWV/ WATER SUPPLY RISER I39b � I ' '4 1 EXISTING SHED 016.0 S.F. - 0.29b - GAS RISER : 1 ---- - - --- -'I - -- TOTAL AREA OF ALL STRUCTURES _ J 1 - ------- _. - - -__ -----—- -- 1 I 1716.0 S.F. 4.3� I ' RLUl�1f3lI�,►C� I� II **MAXIMUM LOT GOVERASE ALLOWED 2090 ALL PLU '-ING V,1ASTE ! &1t'JATEoR L1,'�ES ,N'E'��D - -- =--J LU 't �TLNG.BEF08E.COVERINO 1 - I z EXI5T. 1 _ GE I 0 1 46.2' w II PLUMBER CERTIFICATION 1 EXISTING ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY FRAME HOUSE OUSE "' I o SOLDER USED IN WATER SUPPL Y SYSTEM CANNOT I PROJECT: EXCEED 2/10 OF 1% LEAD. PORTILLO RESIDENCE Blower door o I and ductwork I 1030 HORSESHOE DRIVE testingrequired. ' I ! I I CUTCHOGUE, NY 11935 � I I I DRAWING TITLE:_ Must provide Manuals 1 _ PROJECT LOCATION &SCOPE EL-40.4' ; ...<.,...,:, , .r . . % - N an cL —+— D J d S all r O In II � , ., � ,a .:.., ;. .. ;� �° ,.�: ..a. .`�- �_,\ �13 ����` e L i .\. .Z t",. \\ .\��\ F 5 108.68 I ���. , .. . L _ 6 _ SITE PLAN & ZONING DATA NYS Ener Code _41. L :1< 4 , Ci s SUBJECT PROPER 1' 2 :• TY Y GE: HORSESHOE DR I � E Alf,f A, ONO 4r, IF 19 Uff I 096. swa .4 T� PLAN � L- �I � r. SCALE: I -O - 20-0 . ..:. ,_. A: X .. . 4 � \. t% I ,a a i D AT . E• 02 2/11/21 10F 11 v^ a SITE LAYOUT NOTES: . ci SITE PLAN � S :.\.. i. THIS 15 ANARCHITECT'S L I \ eery . L E .. SUBJECT TO VERIFICATION BY A IGCNS D L < SURVEYOR. THE INFORMATION 4 . �0. 3 4 je ON THIS S I TE PLAN I S TO THE a�• � :'�\ REPRESENTEDL 'f .� � , ARCHITECTS BEST OF KNOWLEDGE. ;�- e % P+ C 1< � . :fit <, 4s• 1 �y ;r r,. 4 f1` i i 2.SURVEY INFORMATION WAS OBTAINED .v s L D .L._ -r: a FROM A SURVEYDATED OI Iq-Ig7q AND .s < �x < <.+ "d,,, PREPARED BY� , i < Y i w HAROLD F. TRANGHON JR. P.C. r AND SURV Y ``'� '�� _.�•-' � L E OR �,.. NORTH COUNTRY ROAD �` -, C;s'Y°7• ` � 3 uj UU11 WADING RIVER N.Y. II'7g2 LOCATION MAP TELEPHONE: (51(o) q2q-46LI5 5GALE: NTS � -- -___ _ _ ------- - ­- -­­___ - -__ -������� _�T� ONS -_-- __ - _ - _ - _- -_ ��' NOTES I$ 5FEC-11 F I GAT I ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS GLASS WINDOWS AND DOORS i - O I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Flo = 8'75) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL GLASS TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. ___- -- __-_, - ___ _-___ --,--__ _ _ _ _ __ -_ - - - ___ IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS,CONSTRUCTION DOCUMENT BINDER OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. BOARD I INSUL. ��INSULATION !_ d) T06ETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING -- - -_-__ - . --__ -__-_ _- --- ,-- ___ ,�-- 2. G DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER 1 = SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORiG CLEARANCES ARE PROVIDED. _ - -- --- 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED i1- --- -_-------- W Z O BFE , BASE FLOOD ELEVATION INT. INTERIOR 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR -__--_-_---_--- :_,___-- --_______-.-,_--____-,_,,______---____ -------=----------------][-------_ _ __ ___ _ __ _ l - - - - --- - _ ___ _ ___ _ _ _ _ _J W = CV GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. ALL SLIDING GLA55 DOORS, SKYLIGHTS, AND ANY GLA55 UNIT INSTALLED BLDG. 1!BUILDING J - Tq ENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENT5 OF THI5 DOCUMENT WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, ___- - - -" -- - - �K KIPS (1000 LBS) E- Tq - G - --------------------- - -- - I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2-Wo",UNLE55 (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD UNLESS OTHERWISE NOTED. lr - 1 --- _ - - - APPLIGABLE BUILDING DEPARTMENT. I5 NECESSARY TO MATCH FLOOR HEIGHT5 WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS BM BEAM JI MANU. SPECS 'MANUFACTURER'S SPECIFICATIONS Q W APPLICABLE AS A DERIVED WORK). 4. ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH B.O. BOTTOM OF MAX.II 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECO' OR MANUFACTURER'S SPECIFICATIONS. z ------ --- --J MAXIMUM E•" w ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, -- STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS STRUCTURAL COMPOSITE LUMBERALL BOT. --__ BOTTOM - --- - -- --"I MEGH. ---- -- i! --ECHA- - - - - - -- - --- -- - O l MECHANICAL = }Z. 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL ANERGY CONSERVATION CONSTRUCTION GORE. -__- - -- - - - -----_--- - ---------!I---_---- --_-:---_= --_----__-_-_----------------------- ------------------! J - -_=__----- ------ - --- ---- - ---------- - --- - -- --- ---- --- -------- ----- - - - ----- 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES B.O.W. BOTTOM OF WALL I'MIN. MINIMUM F- Ln FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. PROVIDE FLASHING PANS UNDER ALL SLIDING G AS -- ---- -- -_ -- - - ---- - - - - - - - ---- - --- O AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH I.B. L 5 DOORS, WINDOWS, OR - - -- - - _-- _- = - - _--_ - O 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. G.J. JI CEILING .101ST -- J -_- --- - - _ _ $ O O 4. ALL UNNOTED OR NON-VI5IBLE EASEMENTS ARE THE RE-PON5IBILITY -- - - - O Lo X _ - - INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED [ a NE ILDER U.O.N. -I. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL !;COL. I COLUMN I I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, --- - " OF THE OW R/BU --- - - -_ _ --___- _____--_--:-_--- -__ -_ ------- --- -- -. -- ---____--!NYC, BG � NEW YORK CITY BUILDING CODE OF Ig88 I,I � � m -7. ALL BEAMS, 6IRDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE ORADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. - - ___-__=___ _---__ --__=-------------------------­--- ___-__- 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE CONT. CONTINUOUS O.G. �I ON CENTER EER BEFORE PROCEEDING " D. AMERICAN UMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 8. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS _ _--- --- - - - _ -__= - I[----------.,. -- -_- - ==--_- _---_ - _- --_------ -______1i-IO SHALL BE CLARIFIED WITH THE ARCHITLGT/ENGIN 8. MIN. HEADER TO BE (2) 2 xl0 UNLESS OTHERWISE NOTE AME G L - _ - _- - - _�- ----- -_ _ - I:_______ ---- ----- - !�-- ---- - -- m O WITH THE WORK. GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. --- r_- - - - ==--- -__---- - __ DBL DOUBLE 000 OCCUPANCY NS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE q ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IiZEQUxREMENTS OFIA OF THE USDDEPARTMENT OINO AGENCY FCOMMERCEP520-qg - -- DESIGN FLOOD ELEVATION Lu q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH DFE 'H COMPLIES NITH THEI I PBFE I�PRELIMINARY BASE FLOOD ELEVATION J; W Co. NO DEVIAT O P.T. - - -- - ---- __ -_-__ -- I,--- Q UNLESS APPROVED BY THE ARCHITECT/ENGINEER. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE -_.--- - - - -_ __ -- - -_ - _-"- _ ---_--_ _- -- J 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET r-- -- ----- -"- CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH ,DIM. II- --- - - - - ---_-- _----_-- L__-____- __- POURED CONCRETE 1 'J 00 DIMENSION P. GONG. ! DIMENSIONS OF FOUNDATION hiTH FLOOR PLANS 2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTO A I qO.1 STRUCTURAL GLUED LAMINATED THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE - - - _______ _ _ 7. CONTRACTOR TO VERIFY DIM ON PAGE G-003. GENERALLY, SHEAT�IN6 ERWISE NOTED. SEE FLOOR PLANS TIMBERS. CHARACTERISTICS ARE AS FOLLOW5, BUT NOT LIMITED TO: DF-51ON PRESSURE, D.J. - DECK JOISTS j PL. I PLATE Z 0 O BEFORE THE START OF FRAMING ROOF AND IS OF GDX GRADE, UNLES _ ____ "-.--- __--__ _'' ------___-___,.__ __ __ _---_----- ----"--_-_---------------- ] - C4 FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS _ __ 8. DRY WELLS AS REQUIRED BY STATE. AND LOCAL GORES. _ _ APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED - - �I PLYWOOD � r"I O eeaulRr=MENTs. EA. EACH PLYWD. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 = -- -_ # OL�OV�I�I S TAILS TY SAL NA N0/�TRAFF 1 N0 R OU I REMEENTS FOR FASTENING SCHEDULE A CJ ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UF FTS SHEAR, $ LATERAL NI IN� RESSTAIN NOTE: 7H15 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS w Z O SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 6-003 FOR STRAPPING AND NAILING REQUIREMENTS, AND ROUGH OPENING FRAMING REQU I REMENT5) J �N-1 "ALL 57RAPPI N5 TO BE V4"x 20 GAUL E** -- "SIMPSON" EOU I VALENT - C520 (COI LED STRAP) F= � � ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE W *USE IOd NAILS IF 5TRAPPINO 15 OVER PLYWOOD; TYP. FOR ALL jI (SCHEDULE A5 PER AWG 2015 WOOD FRAME GON5TRUGTION MANUAL TABLE 3.1) ! Q W >- - -- - --- -- =-ii- FASTENER SPEC.=-f= -==FASTENER r Z HOEDOWN ' HOEDOWN 'B' GONNEGTION A DESCRIPTION ~ _ _ - - -- - --------------- � -AND G2UANTITY -- SPACING w - - J =_- _- _ MISCELLANEOUS FRAMING GRAPHICS GONTI NUOUS BU 1 LT-Uig C I RD RS, 3 OR MORE SUFFORTS I }�I/� I I,� (THAT EXCEED FRAMING STANDARDS, IT 15 REl FOR FRAMER TO HAVE A F I RE B L O G K I I V 0 FOR F L A TF O RM Y `4O O D WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL LAWC] DETAIL BOOK CONNECTION PATTERN SCHEDULE I'II D- U (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MP�NU. SPEG.'s FOR DDITION�L INFO.) ~ AND ALL RELEVANT PORTIONS OF THE RF-51DF-NTIAL CODE) coNNEGTION BETWEEN 1/6 ASSEMBLY REQUIREMENTS: O Z O -PATTERN - s 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED W = N DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER - = - -- P _- ;": `: I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES BLOGKI1�dG UNDER LOAD BEARING WALL I THREE DR MORE SUPPORTS, JOINTS ARE TO BE _ , � AS FIRE-STOPPING. W MAX.32" }� LOCATED BETWEEN ONE 51XTH AND ONE QUARTER _- Q W NON-LOAD BEARINO WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS o 12' O.G. \ THE SPAN LENGTH FROM AN INTERMEDIATE - - 2. FOR PLATFORM }' II _ I� B SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FI RM FRA E CONSTRUCTION: THE DOUBLE JOIST Z STUDS STUD (3)ROWS IOd NAILS 0 12"o.G. RE5LOPP N5 G - - - - p THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE „ �..• (n SUBFLOOR I - _ I O Z (2)ROWS I/2' m BOLTS 0 12"O.G.STAGGERED; JOINTED ON THE SAME SIDE OF THE SUPPORT, r - ;I ,..� SUBFLOOR G DBL.® ENDS TWo-PIECE PLATE SERVE AS FIRESTOPPING GTION. THE SOLE AND DOUBLE - _ f 1 3. FOR PLATFORM FRAME GONSTRU J = SOLE PLATE u _ -` I BUILT UP GIRDER P MAX.32" r D (2)Rows I/2' m BOLTS 0 I6' o.c. NAILIII`!G_ r Lo TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE n ':: I' 4. FOR PLATFORM RAMS CONSTRUCTION: THE DOUBLE O F SOLE PLATE - SIDE WITH IOd NAILS TWO NEAR EACH END OF -_ 1 =, JOIST SERVES AS FIRESTOPPIN5. E (2)ROWS 1/2" m1 BOLTS o 24"O.G. I r, ! U _ O O BETWEEN Vb EACH PIECE, OTHERS STAGGERED WITH A DISTANCE I, I „ I d LO (2)ROW5 3-3/e TRU55LOGK 501 0 12' O.G. s I/4 of A - -- OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL r - ( I �., 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING F -- - - - - -- 11 J JI i li OR OF NONCOM-BUSTIBLE FILL. m sGREwED ON(1)SIDE of MEMBER - LINE; OR GIRDERS ARE TO BE NAILED FROM EACH 1, 11"I_- _ i' !� 1,✓,_ I,I,I jI Z ROHS SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH r, ---- �I - - 1 j ` i -- -_ --IscREWED ox(U15DES�0 MEMBER WS 0 Ib"o.c. JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32" l �IJ_ - ---8- ,- - --.___-_ 1 1 I b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O H SCREWED ox(U SIDE OF MEMBER P �� 11i-1 l _� - - _I -;III AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O - - JOIST II (2)ROWS 3-3/8"TRUSSLOGK SCREWS 0 24' O.G. I � � — �I JOISTS SERVE AS FIRESTOPPING. � - THREE-PIECE B�TWi=EN NAIL IN A HORIZONTAL LINE. I I ( I i. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND Q W MAXIMUM OFFSET (2)ROWS 5' TRU55LOOK 5GREW5 0 12"O.G. — '. 1 { JOIST DEPTH,d J BUILT UP GIRDER MAX.32" THREE-PIECE ON EA. 51D Ew TWO NEAR EA. IND OF EA. III -_ r I� 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS SCREWED ON$0TH SIDE OF MEMBER (2)ROW5 5' TRU55LOCK SCREWS 0 16"O.G. Q „ I 1 f I I i _ ?`TI-- �.1 SERVE AS FIRESTOPPING. k J UNDER NON-LOAD BEARING K- - I5CREWED ON BOTH SIDE OF MEMBER - PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE I 0 - - TI �� r'4, '1 :" > O 00 MATCHED SIZE OF BLOCKING � I I FIRE5T0 B LOCKING OTHERS STAGGERED w/ A DISTANCE OF NOT MORE I 1 f, 5 b. THE HEADER SERVES AS FIRE-STOPPING. Z O PARTITIONS ® 52' O.G. STUD (2)ROW5 5"TRU55LOCK 5GREW5 0 24"O.G. BETWEEN 1/6 - I fC -- I; 1 ii l ' 1 L SCREWED ON BOTH SIDE OF MEMBER 4 1/4 OF A THAN 52 BETWEEN NAILS IN A HORIZONTAL LINE. 1 �II I -- -{ I�f.�. i" J Tq f -- ---- DOUBLE PLATE - - - -- - 7 ilfl 1 p ! . ,, ' III 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL �"I BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO Z P FOUR-PIECE 0IDER5 ARE TO BE A55EMLED AS D I� V — II - ��_ STRINGER TO SERVE AS FIRESTOPPIN6. � GE I L L NO BRAG I NG NOTE: a - t i _ _ GANTILEV'ERED FLOOR I.BEAMS R HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHDWN, AND NAILED w/ 20d NAILS AS SPECIFIED I ---- - =-_6- i�- i'I ( Q wIt Z r'I GABLE ENDWALL PLAN SHALL USE GoxxecTloN PATTERN 'A'WHEx 8"OR SMALLER - :___ _: _-- �,II IO. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR J N A CONNECTION PATTERN 'B'WHEN 10"OR LAR&ER p - - - THE THREE-PIECE GRD R. I FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH W W (� /-STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANGHORINC3: 2 _:-:__ !- II APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER p GIRDERS ARE TO BE SECURELY ANCHORED TO >.t I;t— - I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH r. LO 50LE PLATE 2"x4" CONTINUOUS &ABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR ! �� 1. FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF 0 5UBFLOOR LATERAL BRACE ® b'O.G. TRUSS BOLTED TO STEEL COLUMNS. ' 111 j :.I 1(, THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING J BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE JOIST 2) 10d NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL }�I/� �` I I I f� $� PLATFORM FRAME CONSTRUCTION 5HRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON I `4 A I L I I `�O F A I T E R I `l S FOR D E LOADED BEAMS (I c . F L U S I I B E A M�> NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE lo)8d -LOCATIONS REQUIRUNS FIRESTOPPING- AS FIRESTOPPINC W NAILS FIRE- WOOD FIRESTOPPINS FIRESTOPPINS -- ---,- ---- - ---_----- -- - -- --- FIRE- 5TOPPING FIRE- FIRE- ; FASTENING RECOMMENDATIONS FOR SIDE-LOADED, TOPP 5TOPPING STOPPING soLE W MULTIPLE-PIECE MEMBERS rm JOIST * 2 Rows I6d s Rows I6d !I BOLTED' f _ J 5d COOLER NAILS 0 10' O.G. - NAILED Y 2"x4' BLOCK NAILED TO EA.BRAGS 2 ROWS A" 2 ROWS)." 2 ROWS A' BLOCKING W/(4) 10d NAILS COMMON COMMON BOLTS•24" ' BOLTS BOLTS 0 12"O.G." • I2"04.0 O.G,STA&SE - 0 12"O.G. -1_- O 6"O.G. COVERING 19 APPLIED AL U —� 20 go. STRAP ---_---------: ---- -- --�----_-- -`- _ --- - - --------- -_ I �, „ FI O UNDERSIDE , STUD - --- - TWO ROWS 2 O.G. THREE ROW5 12 O.G. JOISTS GYPSUM BOARD DOUBLE PLATE * 5d COOLER NAILS® lo"o.G. (10) 8d NAIL BEAM SELECTION w/ STD. NAILING LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 NOTE: ENDWALL STUDS A5 NOTED IN NOTES '7 8 8 S NONCOMBUSTIBLE ALTERNATE JOIST SHALL BE LOCATED DIRECTLY • DENOTES ALT. FOR USE OF DRYWALL 51-PENS FIRESTOPPING LOCATION OVER STUDS, UNLESS T'OF PLATE 15 4"6 EDGE/12"• FIELD FULLY BLOCKED 1.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDGES 50LE WOOD FIRESTOPPING of GIRDER a DESIGNED TO CARRY THE LOAD SCREWS#b - D'a"TYPE W OR 5 FIRESTOPPING 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROW5 24"O.G.5TAGGERED TWO ROWS b"0.0. LOCATION 5 LOCATION Ib FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL r-� INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND MIT. OVERLAID ROOF STAGGER EACH ROW OF FASTENERS BY 12". if Iiri 2'SPACE NOT ATTACHMENT \/ALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. I,,i TO BE FILLED I NONCOMBUSTIBLE FIRE5TOPPIN5 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRE5TOPPING APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b"O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION 7 STD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: 5TRA`PPING wl T.2 ROWS OF Ibd COMMON NAILS(12"O.G)FOR DEPTHS 12"OR LESS FIRESTOPPIN6 4 ad NAILS LOCATION 5 LOCATION 9 m EA.END a 1 6.5 ROWS OF I6d COMMON NAILS 02"O.W FOR DEPTHS OF 14",I6"t Ib'. FULL WIDTH LOCATION 10 2"x BLOCKING Z O U _ I I W i 1 I I �, �ONSTRU�T ON DETAILS � lel I ND LOAD fi�ATf� GONNEGT I ON DETAILS TOP FLA7E I DRILL 2"m INTO ROOF DECK FOR STRAPPINS INSTL. NOT TO SCALE INTERSECTION DETAIL EX15T.ORNEN R.R.BELOW NEW R.R. SET w/ UPPER TOP PLATE LAPS 4 IOd ,-CONTINUOUS LOWER TOE NAILS NOTED CONT.5LOGKING TOP PLATE SPIKED TO R.R.'S I ALI&N NIE.W # EX. R.R.AS:'MOWN _-- - 1 KING STUDS PLAN VIEW II II I 1 NOTE: 51MILAR 0 'SHED' WOOD JOIST WOOD JOIS S ROOF,R.R. 1N LINE CRIPPLE STUD - - - --_-_- - BLOCK I NO cn i I I JOIST HANGER HEADER 1 OENERAL REG U I REMENTS FOR GENERAL REQUIREMENTS FOR --- = OF TOE-NAILS z W INSTALLATION O� -CLINCHED NGHED NAILS INSTALLATION O I RDER/HEADER ' •• o I JACK STUDS WOOD O I RDER - - -!----- --— ---- - - - -- - OOD JOIST - - --- - --- --- - - - - MAIN MEMBER _ - ' W , —j--- I W I I I JOIST FRAM I NO OVER WOOD G 1 RDER JOIST FRAM I NO FLUSH WITH O I RDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEt•! ® AN ANGLE OF PROJECT: DIAM.X B APPROX. 30° w/THE MAIN MEMBER d STARTED APPROX. THE LENGTH OF THE NAIL FROM THE MEMBER END, PORl'I LLO I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A 90° ANGLE 2, THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER, FOR TH15 APPLICATION, SHALL BE AT LEAST RESIDENCE 51X TIMES THE DIAM. OF THE NAIL RAFTER - ----- - - -'- 5. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JC15T WALL STUD - WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE BOTTOM PLATE IN EA. 51DE WHEN FASTENED To A 2"xb" TOP PLATE. BATHTUB -- --- SUB FLOOR 1030 HORSESHOE DRIVE DOUBLE JOIST _ . DOUBLE JOIST TOP PLATE CUTCHOGUE, NY 11935 GH I M. CHASE SEGURI NO @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARI NO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR 4 Ill TO R/L SIDES w/STRAPPING TO R/1. SIDES) � I I PAGE: TOP PLATE ® O J M N lel N.D RE5 STAIN GON57RUGTION G0�11� GTORS CHIM. CHASE WALL z p v - ---- - - - - - ---- --- ---- -- GONNECTI ON LOCATION: PART NUMBER NOTES: u-004mOO -- ----- --------- °� p `' RIDOE—TO—RAFTERS C520 © 21 ' APPLY TO EACH PAIR OF RAFTERS 0.w APPLY TO EACH RAFTER DATE: 02/11/21 4 OF 11 Q z _ - -- - -- ---- ---------------- ——--- � ® R T R—TO— I a ROOF RAFTER-TO-PLATE III H8 or H2.E APPLY TO EACH RAFTER REQ I7 BLOCKING -�p I �W ,I I, PLATE—TO—WALL STUD 1 G520 @ 18" APPLY TO EACH WALL STUD TO ALIGN w/ STRAPPING � �z � - - - ------ ------- ------- --------- � ® EA. LEVEL ABOVE ® _Q � 2ND. FLOOR WALL-TO-IST. FLOOR WALL 'I THE FIRST FL. z W _-. I LFTA or 6520 © 36 APPLY TO EACH WALL STUD FLOOR/GLG. ® _ HEADER-TO-JACK STUD G520 12" APPLY TO EACH JACK STUD �Iii �O ���� <,r: .11���'• �```3 CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD - -- -— - -------— ---— - ------- ----- l g +, , SHEAR WALL HOLDDOWN ANCHOR SSTB16 -- APPLY TO EACH SIDEWALL END IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE !''I �'A 374 'J SIDE \/IEW FLAN \/IEW (USE W 1 TH 3 SQUARE WASHERS) �� USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECO11-1ENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OENERAL ENi000 : d b7 Q H D CN� NEW PARTIAL HEIGHT _ - --- _ W EXISTING TO BE DEMOLISHED , WOOD FRAME (L.O. STL. WHEN APPLICABLE) J ' W EXISTING TO REMAIN Q W >- NEW WOOD FRAME (L.O. NEW FOUNDATION WALL .k Z STL. WHEN APPLICABLE) O Z J = � EXIST. DECK TO BE J NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.O. STL. POST FOR 4" WALLS DEMOLISHED I J (MIN. (2) 2"x6" STRUCTURAL WHEN APPLICABLE) O POST FOR 6 WALLS), U.O.N. EXIST. DECK NEW 2-HR FIRE RATED D WOOD FRAME (L.O. STL. z m O WHEN APPLICABLE') CELLAR EXIST. DOOR TO BE EXIST. WINDOWS TO BE ENTRY 0 W REMOVED REMOVED Ii EXIST. STOOP TO BE I Q EXIST. STOOP DEMOLISHED J J 00 - 1 1777- - -- - _ I I > � O z M (D - - Z J Q LLui N EX15T. LAUNDRY w Ln rl ROOM - - EXIST. fes-- = Ln Q BEDROOM ,J Q EX15T. EXIST. EXIST. GL. GL. EXIST. WALLS TO BE KITCHEN EXIST. WINDOW TO BE REMOVED I�" , " I ALL EXISTING CABINETS, LLJ PLUMBING FIXTURES 4 REMOVED APPLIANCES TO BE REMOVED 'p � EXIST. H HALLWAY !II W z J"to r O - EXIST. EXIST. J II GL. +1 G L EXIST. PORTION OF +, I I EX15T. LIVING WALLS TO BE REMOVED ® ® _ LI ROOM _ EXIST. DINING r, a r - I! ROOM +� -- ® ® EXIST. BEDROOM EXIST. WINDOWS TO BE l~(1 EXIST. WINDOWS TO BE REMOVED LX REMOVED EXIST. PORTION OF WALL ' TO BE REMOVED I I I TEMPORARY SHORINO/DEMO SEOUENGINS NOTES_ I. INSTALL TEMP. POSTS $ GIRDER PER DEMOLITION EXIST. STOOP PLAN 8 PER DETAILS. i 2.REMOVE EXIST. GIRDER. EXIST. BOW WINDOW TO 3.INSTALL NEW GIRDER PER PROPOSED PLAUS;SECURE BE REMOVED EXIST. FLOOR JOISTS TO NEW GIRDER. - - --- EXIST. STOOP TO BE DEMOLISHED 4.REMOVE TEMP. POSTS B GIRDERS. DEMOLITION NOTE: I PROVIDE 5HORINO AND SUPPORT TO ALL AFFEG"FD STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. I I I FLOOR I�)EMOL I T I ON PLAN _ I I SCALE: 1/4" w 0 U Lu EXIST. WINDOW(5) TO BE EXIST, WINDOWS) TO BE EXIST. WINDOW(5) TO BE EXIST. WINDOWS) TO BE REMOVED REMOVED REMOVED REMOVED Li i i EX157. PROJECT: BATHROOM - �I � I I EXIST. WALL TO BE PORTILLO WALL ALL TO BE 1.2 REMOVED REMOVED -- - _ RESIDENCE EXI5-. BATHROOM TO BE EXIST. [Il DEMOLISHED BEDROOM EXIST. \EX15T. WALL TO BE 1 BEDROOM 1030 HORSESHOE DRIVE REMOVED -- - EXIST. CUTCHOGUE, NY 11935 EX15T. HALLWAY BEDI;ZOOM \EX15T. PORTION OF - - - w zp— EXIST. WINDOW(5) TO BE DRAWING TITLE: WALLS TO BE REMOVED REMOVED EXIST. WINDOWS) TO BE -- _ —-- PROPOSED DEMOLITION PLANS REMOVED EXIST. EXIST. CLOSET WALLS TO HALLWAY r BE REMOVED-\ -- - �- EXIST. EX15T. EXIST. EXIST. - m GL. GL. CL. — - PAGE: TEMPORARY SHORING/DEMO SEQUENGINO NOTES: A-:110LA01), %00"4 I. INSTALL TEMP. POSTS 4 GIRDER PER DEMOLITION --- ■ PLAN Q PER DETAILS. (' 2.REMOVE EXIST. GIRDER. B. INSTALL NEW GIRDER PER PROPOSED PLANS;5ECURE ----- -- EXIST. FLOOR JOISTS TO NEW GIRDER. 4.REMOVE TEMP. F05TS a GIRDERS. - DATE: 02/11/21 5 OF 11 DEMOLITION NOTE: PROVIDE SHORING AND SUPPORT TO ALL AIFFEGTED STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. .lID FLOOR DEMOLITION PLAN 'fi'Oi�OS I7 �J' 50ALE: 1/4' = I'-O" ` .O FNab:- ; , 1._.��� OEI ` ERAL 5 I I " 50L= I : -------- - - -------- 0) Z NEW PARTIAL HEIGHT O Lu = N _ EXISTING TO BE DEMOLW ISHED .; WOOD FRAME (L.G. 5TL. - WHEN APPLICABLE) EXISTING TO REMAIN - W Tq NEW WOOD FRAME (L.G. NEW FOUNDATION WALL I I I Q Lu }; 5TL. WHEN APPLICABLE) `1 Z MIN. (2) 2"x4" STRUCTURAL V Z NEW I-HR FIRE RATED � POST FOR 4" WALLS O_ WOOD FRAME (L.G. 5TL. J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL - Lo P05T FOR 6" WALLS), U.O.N. ` 0) Q NEW 2-HR FIRE RATED O O Q WOOD FRAME (L.G. 5TL. 0- Lo m WHEN APPLICABLE) m Z d' 2 p FOUNDATION PLAN NOTES Z m Q W J OFOUND $ POSTS FOR WD. DECK: J I WD. P.T. P05T 4 P. GONG. PIER UPON Z O GRADE BEAM AS PER DECK DETAIL (T`fP) Tq "ri 0 TYPICAL LEDGER BOARD ® EXT. DECK: O I. (I) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS Z 2. SECURED w/(2) 5/5" 4) x 5" LONG H.D. GAL. LAG m N BOLTS ® Ib" O.G. LL W m 5. INSTALL H.D. GALV. JO15T HANGERS BY 'SIMP5OW (OR Lo m r"'1 EQUAL) r- = Ln 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING k O Q BENT OVER TOP EDGE OF LEDGER ED. J O 5. SEE NOTED DETAIL FOR WOOD STAIRS ® GRADE: O3 4" THK. P. GONG. PAD 5" WIDE x REO'D LENGTH UPON b" GRAVEL UNDER 2"x12" P.T. STAIR 5TRINGERS ® Ll! MAX. Ib" O.G.,U.O.N. (MIN. 5 STRINGERS) m H U W ~ U Z J U J m 15 ---------- 2 2"W P.T.D.J. T= � NEW2"x10" F.J.�Q O.G. V.I.P. IV 3 A301 EX15T. MECH. 2 d) �? I xp N ® i EXIST. w BASEMENT -UNFINISHED- I �r O o-- Vi -- - - EXIST. 2"x10" F.J. ® Ib" O.G. � 1 i - 0 w z ------ L a:3 Q I o w mT it - Lij o n (2) 2"xIO" PROJECT' P.T. DRP. I GIRDER A-301 PO RTI LLQ O 3 RESIDENCE rym d PROPOSED FOUNDA71 ON PLAN 1030 HORSESHOE DRIVE O S.F. HAE3I7ABLE SFAGE; -7c[6.8 S.F. OROSS AREA SG�4L1=: I/4" = I'-o" CUTCHOGUE, NY 11935 DRAWING TITLE: PROPOSED FOUNDATION PLAN PAGE: t8pW7 10;A02ff in e 0 0 DATE: 02/11/21 6 OF 11 7 II� _ EXISTING TO BE DEMOL15HEDNEW PARTIAL HEIGHT Z O WOOD FRAME (L.G. 5TL. O � LLJ WHEN APPLICABLE) i _ J TAEXISTING TO REMAIN Lu NEW WD OOFRAME (L.G. NEW W FOUNDATION WALL ( ~ >- Q >- 5TL. WHEN ADPLIGABLE:) Z � { NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL ' I Z �--I WOOD FRAME (L.G. 5TL.. POST FOR W 4" ALLS WHEN APPLICABLE) (MIN. (2) 2"x6" 5TRUCTURAL t'' 46'22" -� Lo J P05T FOR 6 WALLS), U.O.N. - 26'-2y2" 7'-6" l0'-8" it O O NEW D 2) FR FIRE RATED EXIST. LO w WOOFRAME (L.G. 5TL.. WHEN APPLICABLE) O 9'-8y2" �)) RI f JO" ENTRY NEW 5TEP5 CELLAR TW3046 (E6RE55) 4 5 TW26210 TW3046 (EGRESS) Q NLGD 10068-4 _ - ------ - q 5 NEW (:2) :2"x5" HD NEW (2) 1.-75"x9.5" LVL HDR ttl NEW (2) :2 HDR ~ FLOOR PLAN NOTES I Q o 15 4 5 Q Lu J NEW (2) RI ® t 8 ' $ I 5 1 5 m -1 f J DOOR NOTE: UP'(I) Tr t 10" lz O I. INSTALL NEW INTERIOR DOORS WHEN GALLED cV NEWiR,,' 0 Z O OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). MODIFIED �L r, ; N v O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED cv - MUD ROOM u� P _ OUT ON PLANS BY 'THERMATRU' (OR EQUAL). LAUNDRY CL. Y r•I O 3.DOOR TYPE TO SELECT z m EXIST. - - 4.INSTALL AS PER MANU SPEG.'s Z BEDROOM ry Q Z � FRONT ENTRY DOOR EGRESS NOTE: 6'-O" DyI EX15T. EXIST. 113 S.F. 1. V.I.F. FRONT DOOR HAS MIN. 32" CLEAR OPENING \+b °j VbLo Ix T-i GL. 4 5 N LL W W 3 6 �+ N N WHEN DOOR IS OPEN 90° '- � '-6" �Y ' Lo 2.IF NOT,THEN REPLACE EXIST. DR. H/ NEW 36 x80' O w _ t EXIST. cy+� - 3 p O Q .. DR. (32 CLEAR WIDTH) b a 3.PROVIDE (2) 2'x8" HDR., U.O.N. r•I ,J a MODII-IED = HALLWAY ALIGN �' g v W 4.JACK AND KING STUDS AS PER PAGE A-200 KITCHEN Q 1 5 iy+b SM/GO Z p STAIR $ RAILING NOTE: 141 s.F. in �- ~ O I. ALL NEW STAIRS SHALL HAVE MAX. '1-3/4" Rf - m �+ X SM/Go N E MIN. 10" Tr - RISERS SHALL BE CLOSED O r s� p 4-xb$ 5LDR ~ W 2. 36" HIGH GUARDRAIL +f SPINDLE SPACING `t - NOT TO ALLOW PASSAGE OF A 4" (P SPHERE; - O NEW r - EXIST. EXIST. PENINSULA PANTRY �i +1 *' O 36" HIGH HANDRAIL 4 SPINDLE SPACING NOT - cv -® ® _-- _ W s TO ALLOW PASSAGE OFA 4" 0 SPHERE .I�--3'-6" 3'-II" �� 3. GRIPPABLE RAIL AS PER CODE MODIFIED 4-xb� ~ 4 5 = LIVING ROOM 5LDR U _ ALIGN OSMOKE DETECTOR / GO DETECTOR NOTES: � 20l s.F. POST (TYP.) -___. 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR j i 2 x i0 HARD WIRED TO EACH OTHER H/ BATTERY BACKUP. r SM/GO x I� 2.INSTALL ALL AS PER MANU. SPEC.'S % z 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTORO IN COMPLIANCE WITH LOCAL CODE O MODIFIED ---—® ®--. - EXIST. 4 5 - \� DINING ROOM BEDROOM O 120 S.F. WINDOW NOTE - O I. ALL NEW WINDOWS $ DOORS SHALL BE T in r ANDERSEN 400 SERIES CASEMENT,DOUBLEHUNG, X tu OR GLIDING (A5 NOTED); INSTALL AS PER MANU. I 5 „ SPEC.'S. FOR SU55TITUTION5, 5EE NOTE #9 IN a "GLASS WINDOWS AND DOORS" ON PAGE A-100 4 5 NEW (2) 4 5}- NEW (2) n1 4 5 NEW (2) 4 5 NEW (2) 2.IF CASEMENT WINDOW5 - ALL 05MNT WNDW5 2"x8" HDR f 2"x8" HDR j 2"x8" HDR 2"x8" HDR SHALL HAVE STRAIGHT ARM HINGE WHEN _ - -- ------ 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE ---- -TW304 TW304 TILT WASH NEW - --8'-5" TW304 TW3046 (EGRESS) 4.ALL 6LAZIN6 WITHIN Ib" OF FF TO BE TEMP.6L. STOOP. 6'-4" EGRESS NOTE: dJ O IN COMPLIANCE WITH NEW YORK STATE BUILDING +� CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF EGRESS SHALL BE FOLLOWED: !tit NET CLEAR OPENING........... 5.7 S.F. N c j NET CLEAR HEIGHT............... 24" MINIMUM [__:� NET CLEAR WIDTH................. 20" MINIMUM w O5FRAMING: SEE PAGE A-200 ORFRAMING ELEMENTS AROUND DOOR5 AND WINDOWS (TYP. FOR ALL) U.O.N. ` FROFOSED F I RST FLOOR FLAN 1,108 S.F. HAE317AE3LE SFAC E; 1,108 5.F. 0-F,055 BRE— SCALE: I/4" = I'-O" I I � I , � w U _I GX24 (EGRESS) DHP3 46 GX24(EGRESS) TW26210_ TW26210 TW3046 (EGRESS) w � I NEW (2) 2"x10" HDR BENCH - BENCH �i ( NEWin T -- - - - --- -- �, --- - - \452"x8" HDR { O I ui Qf EXIST. 2¢x6 _ _......�.. 1 5 r z = _ BATHROOM PROJECT: � ^^ :�;=" =; `� MODIFIED PORTI LLO SHOWER i i N ISI BEDROOM SHOWER 133 S.F. RESIDENCE ....�_ a MODIFIED 3 z _ 2¢x66 l4 p MODIFIED BEDROOMHALLWAY �'J 3 - �- 244 S.F. 5M/'GO Qm I 5 NSM/GO 2¢x6$ P.D. -- LuQ - SMiCO 1030 HORSESHOE DRIVE IIt CUTCHOGUE, NY 11935 I 5 - -_ - - 5-x6a 5LDR rDRAWING TITLE: NEW WALK-I N _.----.-_ ------------- - --------- — — - — - .- _�__--- ......_ ,, _ e _+1 EXIST. PROPOSED FIRST FLOOR PLAN t �n µ � PROPOSED SECOND FLOOR PLAN - - ---- m cV ................ ...._.__.. __._.,___._..._---_-...__. .—___..__....___._...._... _._._.__.. ..._....� ,.._.. ,.::.- ::..:.-::.:..... ... _ ........._._.......... _...... _::�;;��,�_ .�:::;:�W;�,� mm����.=.�==-��=w:�:��.W:,-��:���---r:.�;�.�,,W��-;=._ AGE. _ _ ......r...............,,,... .. .. .. ........ . _10 Ar ................. ............". ...... N......:.... ... .. :..: . '7- DATE: 02/11/21 7 OF 11 FROFOSEI7 SECONF-,) FLOOR PLAN -730.7 S.F. HA51T�AE3LE SFAC E- -150.'7 S.F. OROSS AREA 50ALE: 1/4" = I'-o" t�� �>A. ci ��'. e` 0 .F, Q -'w s.+»Yam°•'• m w ELEVATION5 NOTES U Q ONEN ROOFING: LU CN I. SEE NOTED SECTION Lu 2. ROOFING TOMATCH EXIST. COLOR d STYLE BY '6AF' J (OR EQUAL) (MIN 50 YR. WAFZRANT() Q r W >. 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'I _,_.....,,......... _.....,....................... _.... uji � .... ........._,._,,,,,, I = ................... ... -___ tJ. J I I U I ! _ E 'II ..........._....................................._,_.------ _.._,,. .... 1. ..... 1 — i - EXISTI NG FIRST FLOOR — � I I _._,_...........m.,...,_,______,,,_„_,,,,,,_.___..._.............„_,, .. - .. e EXISTING AVERAGE GRADE 4 ¢ NEST ELEVATION (FRONT) 5GALE: 1/4” = I'-O" � I I i I I II � I III � I w U i IW— I PROJECT: PORTILLO RESIDENCE ,_.. _ ....... _--____._____..__._. _ 030 HORSESHOE DRIVE ...... CU TCHOGUE, NY 11935 .,__._....,.,_.._ .._,,,,_,,,,,__,._., ...... _ _ __. __ D R AW I N G T I T L E: .,,.,.,..._ .........._,. PROPOSED EXTERIOR ELEVATIONS EVATIONS E l _ _..,.� ___ __ __ _ _______ I I .......... _ AFA ...... .............__.. _77.7_".:-_ ... ,.,. , .. .... .. .. _ .. ... ......_.. Zolu a III ... ........... ........ - - -• -- .... ....,...............__•__.._...,.,..,..............._...,,................._................... r _....._.......... .... ........ ..... .. x III I i I i I i ..�._.._...._.,..._....__................._.,...._,..._.......,,.,.. ........... ._...._._._.._....._._...,...._.._..,.._.,,.__.._._..,................................. t l II DATE: 02/11/21 8 OF 11 SOUTH ELEVATION (RIOHT SIDE) 9%4i ���" 50ALE: I/4" = I'-O" E ELEVATIONS NOTES a V NEW ROOFING: L.Lj 0 O I. SEE NOTE ® SECTION W 2. ROOFING TO MATCH EXIST. COLOR b 57YLE BY 'GAF' ri (OR EQUAL) (MIN 30 YR. KARRANTY) uj NEH SIDING W - Q > OO SEE NOTE ® SECTION Z O z NEW HINDOH(5) J 2 }- O3 AS PER PLAN F- Lo � O4 NEW WOOD FRAME STAIR O O XIST BILGO ENTRANCE x. x. _,,.,,x,,,,xx.,.,, .....x..,,,... .,.u„ �.x..xxxxxx� .x�,,.,. _ xnr...,.� ,�..rr. ..... x..x,..,.,x............ ......,_,._,,,...,..,..,,.xx...,.,xx , ...,.__,x, x.,.x.x,..,.,,,,x,..,,., 00 _ - -- _ _ -- E i E 1 I II - Z to „ _ I _m„ __J I t � x._..x...xx.....�_._ I - I x...xx,...x,,..,x._:.,..... __...,_.__._.. .,,.,.__.,__....,,_..........................__. _.....,.,....., I _ _._ Z E �sxce I •:�-� ........ ................ ..... ...i.............�...,,....,,.,.. I _,�.....,...`.x.11 E a � N LU W __.,.x..._x..................x...._,,......,., e I I', ELL _.x W _,,... . xx.xx.... 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I ................................._,.,..,,.__....,..._.......,•........,.._..................,,.......,_----..._.._......,_._ ..._ ............,..,.....,......----..-- .. .._.....,...... y f . 4 �, - EAST ELEVATION (REAR) ' II I I , II I I II II 'i l I I i I ( i I I , I I � III it I � � I 0 U ui I I Q PROJECT: ___ _ ___ _____ __._______ _ PO RTI LL® __ ___ ._ . ._ � __. _.. ._._ ......_. _ RESIDENCE 1030 HORSESHOE DRIVE CUTCHOGUE, NY 11935 _.............._,_... _. ,_,. _. .,, ,_ ,. ....._____.._...___,.,_,__,,_ . .._ DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS ........... ,,.,,._,,..,,__ PAGE: ...........,............. I 0 In 0 0 � II 1 I 1 .,. ,_. ...... ......... _.......,..........._.._...__,,...._...._.._...,,.. ___....._..,... ___._.,,_„_.._._... ._......._. III II. t DATE: 02/11/21 9 OF 11 4 4 4 NORTH ELEVAT 101 (LEFT SCE) SCALE: 1/4” = 1'-0” to 0- _ U a � ,,, :D C14 Lu Zo J .. a W � z r O fA 2 IM m O O a Lo W �- m Z O 'Z � Q LLJ J J 00 Z � cfl � O aZ ri Lo Tq tiLo � � O W t W ~ U a ik �zw 0-x w � u.iNO m V 4 MIN. 4" BETWEEN EDGES OF Q m (STYLE TO SELECT)SQUARE BALUSTER DECK BOARDS P.T. DECK JOISTS AS (STY NOTED ON PLANS EXIST. 5IMF50N H2.5A RAFTER 5/4" x REaV SHETHINNS TIE (OR EQUAL) HEIGHT P.T. RISER 1ST.SIDING MATERIAL I 5/4"xb" P.T. DECK 5/4"xb" P.T. BUILDING PAPER i HOUSE WRAP BOARDS DECK BOARDS TO FULLY OVERLAP FLASHING 2"x BLOCKING ® EA. EXIST.STUD WALL GAP FOR STRINGER TO MATCH SIZE @;I!! DRAINAGE 5/4"xb"COMPOSITE OF P.T. DECK JOISTS Ii DECKING N.D.N.ON PLAN/ "Z"FLASHING TION/DETAILS) (2) I/2"0 HOT DIPPED GALA. FASTEN 5TRINOER TO BOLTS ® EA. POST w/ OVERSIZED BLOCKING (MIN. b r! ��FLA5HIN6 P.T. D.J. AS -- WASHERS 8 END NUT PREBORED - Z FASTENERS) GOUNTER AS PER PLAN PER PLAN cV INTO BEAM, POST, DECK TIE I P.T.DECK JOIST RIM BOARD A55EMBELY NOSIN (TYPJ JOISTS AS PER PLAN FASTENED w/(7J • P.T. BEAM AS NOTED 2"x12" P.T. S i1RIN&ER5 ® Ib" s/e" L x 5' LONG HEAVY DUN GAL. - Z _ 4" THK. x 8" WIDE x WIDTH I LAM DOLTS• Ib"O.G.INTO MUD SILL i METAL 6ALV.JOIST HANGER ry— SOLID BLOCK 0 12" O.G. O.G. (MIN. 5 ..•TR,NGERS ® RIM BD.;WHEN<,FOUND.WALL FASTEN Y'SIMPSON'(OR EOUAL)A OF STAIR P. GONG. PAD w/(�)sSON x s"LOOM APPROVED (2) SIMPSON DJT14Z (1) 1/2") H.D. OALV. THRU I EA. STAIRvNAY) EA.JOIST " MASONRY ANCHORS 6 Ib"O.G. DECK JOIST TIE ® BOLT w/OVERSIZED WASHER "Z"FLASHINM EA. P05T d END NUT PREBORED INTO 2"xb" P.T. BLOCK IN BETWEEN _ — EXIST.FOUNDATION WALL P05T 4 DECK J015T TIE NOTE_ EA. 5TRIN&ER. FASTENED TO "SIMPSON" ABA44 m Q ALL D)^GKIN& SHELL BE FASTENED ® COLUMN BASE P. GONG. PAD w/ Iq/64 x I w/ CON ED DEGKIW-5 SGREW5 BY 3-1/2" CONCRETE SGREW5 BY-\ "DECK NATE" (GR EQUAL) �y 4"x4" P.T. POST "GALIBURN" (OR EQUAL) - MIN. - ORADE (5) 50REW5 PER BLOCK 0" MIN. II &RADE GRADE w 12"0 'SONOTUBE' FILLEDII - j SOLID w/P. GONG, [ ;.11 (MIN. 4,000 PSI) Lu z v > I I. 2 oEXTERIOR 1�1OOD STAI�' 1DETAIL I j A-301.00 SCALE: 3/4" = P-o" PROJECT: 1D)EV< SUPPORT 17ETA I L LED ER GONNEC T I ON 1�)ETA I L PO RTI LLO IA-50 1.00j RESIDENCE A-301.00 SCALE: 3/4" = I'-O" SCALE: 3/4" = I'-O" 1030 HORSESHOE DRIVE CUTCHOGUE, NY 11935 DRAWING TITLE: DESIGN DETAILS , PAGE: 0■ DATE: 02/11/21 10 OF 11 ED SRC c a ' Q o � J r-I ' H � a Lu >- o (j) z J � � W 0) C) O O 0- Ln w tet m Z O Z � Q w J J 00 z 0 rl Q Z v- wC0 Ill D LO 0 � O w m E- U , w F- U = J U J TL 4" FRESH AIR VENT ' �p I THROUGH ROOF ------------- I NEW MASTER BATH �' MODIFIED BATH 2-'_-i -T-----I I I A PLUMBIN5 WORK NEW MASTER BATH MODIFIED BATH Qr----� I I I O Q 21 I 2 I I 2 1 2"I i i p p� SHALL CONFORM TO LL I I I 1 I PROVIDE "ABESGO FP200 FR LOCAL PLUMBING CODE 1 2 I 12 I EXPANDING FOAM" (OR EQUAL) z 1 AT ALL PENETRATIONS IN FIRE p I I I K w RATED WALLS AND I IK v I Q4 I IK v I LEGEND FLOORS/GEILING5. PRODUCT N =1 '� I :Q W.G. dJ I K I :Q WG• dJ ` 1 v _ I 1= V _ I HOT WATER I I- " I I I- � ISHOWER CONFORMS TO A5TM E 614, ryl 1= SHOWER ivl m iv1 1= SHOWER ivl �� m F------ -I - I -- - - - -- ! ASTM E 84, AND UL 14791 k�-v SUPPLY SHOWER I G.O. 3 2 3 - 2 I =--------- ------ — — -------- ------ — �..—..—..� GOLD WATER - - - - - - -- ------ ----- ---- --- -------- -- - - - -- - ---- -- - SUPPLY EX15TINO BATH MODIFIED LAUNDRY NOTE: I j _ ALL PLUMBING WORK I PROVIDE "ABE5G0 FF200 FR SHALL CONFORM TO 1 i EXPANDING FOAM" (OR EQUAL) EXIST. BATH LAUNDRY I 1 2 LOCAL PLUMBING CODE a i j AT ALL PENETRATIONS IN FIRE RATED WALL5 AND p 2"� 2 1 I I Q 1 I FLOOR5/CEILIN05. PRODUCT I I I GLEAN OUT I CONFORMS TO ASTM E 814, ij I 12" I 3 A5 REQ'D H I p I j A5TM E 84,AND UL 14'79 RI I EXIST. F.A.I. TOIL I j W.�.. I 2 REMAIN I 31 IK U O iK I I Z I U W.G. I I— I- ISHOWER RELOcj �v $I I= m =I I U 1 WA5HER N SHOWER iv l :� iv 1 --- - 3,; ----- 2 - - -- - - \I-► \�- - - O G.O. _ —-- --- _ _ =---------A U 7 7 r,.o. 4" CONNECT TO 1 I -- --- '--- — {-- --+-- - - 4" HOUSE EXIST. WATER 1 I MAIN DRAIN G.O.i SUPPLY SYSTEM I ~ z 4" �- I I O � TO SEPTIC w I TO STREET Q SYSTEM N - ( WATER MAIN PROJECT: I m < . _. _.._..3 - PORTILLO - - - w RESIDENCE 1030 HORSESHOE DRIVE FLUME31 NO RISER - r7)AIN / NASTE / VENT FLUME31 NO RISER - SUFFL`I' CUTCHOGUE, NY 11935 SCALE: NTS SCALE: NT5 DRAWING TITLE: PLUMBING RISER DIAGRAMS PAGE: .031 U 10 u ■ DATE: 02/11/21 11 OF 11 p� A lyC