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HomeMy WebLinkAbout49070-Z o�S�yFF01�p` Town of Southold 10/4/2023 y` P.O.Box 1179 H x 53095 Main Rd Southold,New York 11971 ?Ol tj CERTIFICATE OF OCCUPANCY No: 44643 Date: 10/4/2023 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1255 Woodcliff Dr,Mattituck SCTM#: 473889 Sec/Block/Lot: 107.-6-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/20/2023 pursuant to which Building Permit No. 49070 dated 3/30/2023 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: accessory garage as applied for. The certificate is issued to Hinden,Peri of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49070 10/2/2023 PLUMBERS CERTIFICATION DATED QP t riz ignature TOWN OF SOUTHOLD �o �y BUILDING DEPARTMENT x 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#: 49070 Date: 3/30/2023 Permission is hereby granted to: Hinden, Peri 1255 Woodcliff Dr Mattituck, NY 11952 To: construct accessory garage as applied for. \ At premises located at: 1255 Woodcliff Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 107.-6-18 Pursuant to application dated 1/20/2023 and approved by the Building Inspector. To expire on 9/28/2024. Fees: ACCESSORY $445.60 CO-ACCESSORY BUILDING $50.00 Total: $495.60 Building Inspector � j SO!/l�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(-town.southold.ny.us Southold,NY 11971-0959 COUMV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Peri Hinden Address: 1255 Woodcliff Dr city:Mattituck st: NY zip: 11952 Building Permit#: 49070 Section: 107 Block: 6 Lot: 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Custom Lighting of Suffolk License No: 38893ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 18 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency StrobeHeat Detectors Disconnect Switches 3 4'LED 1 Q Exit Fixtures Sump Pump Other Equipment: 100A Panel 24 Circuit/ 8 Used Notes: AS BUILT NO VISUAL DEFECTS " Garage Inspector Signature: Date: October 2, 2023 S.Devlin-Cert Electrical Compliance Form TOWN OF SORTHOLD BUILDING DEPT. y'o 631-765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ENTAL REMARKS: v l o ItG- VIZ I �akb4kf DATE y Y INSPECTOR OF SOUTyolo * TOWN OF SOUTHOLD BUILDING DEPT. `y^ourm,��'' 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] 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: ae vW 4Cl Iv Yips' -6A in S � � vz DATE INSPECTOR 1O110 hoSO# # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING6� [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL fJ, REMARKS: vr- 1 09C DATE II 0-11 INSPECTOR FSO �a0 Glyo �o �o f # TOWN OF SOUTHOLD BUILDING DEPT. `ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [}'�J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: OrAbcoh DATE �'�,� ��� INSPECTOR OE50U ��070 1T o� o # # TOWN OF SOUTHOLD BUILDING DEPT. courm1 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ } ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 6eru t' c - paw Q) �,wl P DATE TU a 3 INSPECTOR MOIL /40- / � �O��OE SOUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULTION/CAULKING [ ] FRAMING /STRAPPING [ FINALr- 6"& [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1434 UL V Lo �i • DATE Of INSPECTOR oFsouryo� LI lOF 0 f 25's, pa �'��� # # TOWN OF SOUTHOLD BUIL ING DEPT. `ycou631-765-1802 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 [ ] RENTAL REMARKS: DATE d �i INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS � ro lz FOUNDATION(1ST) O � ------------------------------------ �C FOUNDATION(2ND) 1 z N ' ou./f vyw 1 • �ROUGH FRAMING&PLUMBING �� llz�. . 1 /l�4 r INSULATION PER N.Y. y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS 101,1166 & Z -- vo _ Z .� an x E� y x d b H ��o�oso otK��j y TOWN OF SOUTHOLD—BUILDING DEPARTMENT y x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �y�o• �ao�� Telephone(631) 765-1802 Fax (631) 765-9502 hgps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING P MIT For Office Use Only R I� CGIJAN 2 p 2023 DD PERMIT NO. O Building Inspector: Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted..Where the Applicant is not the owner,an ���®INoIDE T Owner's Authorization form(Page 2)shall be completed. Date: b,C) "a,0- OWNER(S)OF PROPERTY: Name: .Pi r� �_,.. _... n e n -...--.. .. . . SCTM #1000- 10_-1 . .0..- 1-8 Project Address: Phone#: l Email: Mailing Address: — — - e�1� _. °� CONTACT PERSON: Name: t -- -- Mailing Address: _W0 o. c��__. . . _ -. 0-Ir- Phone _.r -. ' -. 1 ► Asa Phone#: _ Email: - ---- - 6= .� o -.G . _. _.._.-_. _1 P-�. . -_tea, L o _CO3-1 -- DESIGN PROFESSIONAL INFORMATION: \ 1 Name: k - T Mailing Address: :w�o 4"�7 Phone#_ 63.,I Email_ �r�,,..��-c�M���a ...L� - �c,�-'00� -CoM. CONTRACTOR INFORMATION: .-, Name: Cq Mailing Address: -- /s3 - Em -- — - -- - - -- - - --- - Phone# ail: --- I_77a32- - -- - - -- - - - - - - -- - -- - -- --- - DESCRIPTION OF PROPOSED CONSTRUCTION VNew Structure ❑Addition ❑Alteration ❑Repair El Demolition Estimated Cost of Project: ❑Other1�k �.C,�,Qd !�[Ar4 _ $ - Coo Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes NNo 1 g PROPERTY INFORMATION. Existing use of property: (� Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®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 providedby 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 demolitiori 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 Law. Application Submitted By(print name) I �,/tp(,Q,� ❑Authorized Agent Owner Signature of Applicant: Date: &A go dva STATE OF NEW YORK) S: COUNTY OF5 6 ) 1�I Eo F-Fw, [�[I'l��t/1 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the �'1�✓ (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 451-I'L-1 day of Q20j�al— Notary Public A E p'r T Debowh Qf owsld Notts POW,State of New York No.01086280392 PROPERTY OWNER AUTHORIZATIOQuwifloInSnefa>bcountr NFi4"roA +r Corntnieslon Expfns 0SI13/20�5 (Where the applicant is not the owner) ''•��r����rrr�� 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 Scott A. Russell 0-°SOF 5T01KMWA\T1E1K SUPERVISOR 0AWA NA\G IENCENT SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971Town of'So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM I ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) III - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Ii 1 APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) 1 NAME: ; Date: rsignaiurei Contact Information: RV%%jeex G,M GA ., C CD Y!:!- . !� 1E-brad 8 Telephone Numbed 516 - � O �- oma « i ,• Property Address / Location of Construction Site: 1� `� V✓c�ocA.c ��-�� n, S.C.T.M. #: 1000 1111 �Y- ' 1 � � � District 107 6- r Section Block Lot iI i TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - — — — — — — — — — — — — — — — — — — — — — — — — — — — _- - - - - - � i X Area of Disturbance is less than I Acre. No S.P.D.E.S. Permit is Required ! II ® - Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required - Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. !i i - Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Flows Through Southold 1! Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department ! Prior to Issuance of a Building Permit. 1 !'I �4 r i ! � Review ,. Date: Jed By: yy�_ { FOR M I, CM('P-TC)C(lrtnhar gn l ci � ece ; veJ DIVE .1w A: AUL 1 3 2023 UILDI ,G DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road - PO Box 1179 ' BM'DING DEPT. Southold, New York 11971-0959 Tleprhone (631) 765-1802 - FAX (631) 765-9502 roQerrCa�southoldtownny.gov seandic7i southoldtownny,4ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Custom Lighting of Suffolk Inc Electrician's Name: Benjamin Doroski License No.: 38893-ME Elec. email: CLOS5170@gmail.com Elec. Phone No: 631-298-4588 El I request an email copy of Certificate of Compliance Elec.Address.: PO Box 1698 Mattituck NY 11952 JOB SITE INFORMATION (All Information Required) Name: Randy Hinden Address: 1255 Woodcliff Drive Mattituck NY 11952 Cross Street: Westview Drive Phone No.: Bldg.Permit#: Gf�(�7� email: T Tax Map District: 1 00 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New Electric'in Bam including lighting, outlets and Sub Panel Square Footage: goo Circle All That Apply: Is job ready for inspection?: El YES NO Rough In ❑ Final Do you need a Ternp 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 M2 0 H Frame Pole Work done on Service? MY FIN Additional Information: PAYMENT DUE WITH APPLICATION /O�av ' ft►d - .' �� JULBUILDIDEPARTMENT-Elecricallnspector � :. � .:. . 2023 TOWN OF SOUTFIOLD C►.; Town Hall Annex-54375 Main Road - PO Box 1179 B ,I31i@TC DEPT. Southold, New York 11971-0959 Toy ° 'ffgilep6ne (631)765-4802 - FAX(631) 765-9502 rogerrO-southoldtownny,,aov– seand(@-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Custom Lighting of Suffolk Inc Electrician's Name: Benjamin Doroski License No.: 38893-ME Elec. email: CLOS5170@gmail.com Elec. Phone No: 631-298-4588 ElI request an email copy of Certificate of Compliance Elec. Address.: PO Box 1698 Mattituck NY 11952 JOB SITE INFORMATION (All Information Required) Name: Randy Hinden Address: 1255 Woddcliff Drive Mattituck NY 11952 Cross Street: Westview Drive Phone No.: Bldg.Permit#: qo"Z) email: Tax Map District:—600 , Section: - Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New Electric in Barn including lighting, outlets and Sub Panel Square Footage: I goo 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 D 1 F12 0 H Frame M Pole Work done on Service? Y ON Additional Information: PAYMENT DUE WITH APPLICATION /)PC 3 PERMIT $4 Address: Switches Outlets G FI's Surface Sconces H H's UC Lts i Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer 4C AH Hood Service Amps Have Usec )pecial: :omments �; SUfFO(�- BUILDING DEPARTMENT- Electrical Inspector =jO�� TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 . rogerr(cDsoutholdtownn ..gov seand(a�southoldtownny.gov 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: SS oa� Cross Street: Phone No.: Bldg.Permit #: LJ qO'7 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: .Circle All That Apply: Is job ready for inspection?- ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect[]Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT # Address: Switches I Outletsf G FI's Surface Sconces I11 H H's ' n UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Am,,�js Have Used Special: j(�(J Ll Comments SURVEY OF PROPERTY SITUATED AT MATTITUCK �,.•�,,;�'["°" ++`'� TOWN OF SOUTHOLD g SUFFOLK COUNTY, NEW YORK S.C.TAX No. 1000-107-06-18 :�• SCALE 1'.20' ., MARCH IS.2007 JLLY]..]Ow AOOm PNNflO Mw4Ma •�� _ d rcnamrtn Jn AC armu+ nm nc , °S;dw +,n,.m�°.` .pcc,JW'C°67�` 't 'l .pd•{ �'i ':y1fiy ED AP BY ZBA _ -- 4 I '1 !-•�% CIE Mm f f \\a ♦\`,`\\, tl �a W ,,. I u I. �I I //�//iijiiri /''�� �'���/� �__��♦ ♦ - fr' �.a x s ytll. 11\V,,''�.�\ \\.♦ +• � .,u 1 // �% I, ,`""•1`•I I 1 f "+:��[!`aj ��"'� '�'^'�-v �— 'F ., \ \ \\ \ I 1 1 m¢.e( i I .P r / ;�f}e ��`� ♦ � .+T __� data Ci. � \ t I 1 I \ / r r i / / I l !/ .d y^ ♦ Y'/ fV'. I r 1 \ + Jo,[•'I I I I I I / r / / / l +/l11 ;+. F H ,., �ar1;.2arilrll(: 1 �.C•'a:,'' P _ ¢���. FlNAIMAP �♦V♦�♦\�\�♦♦ �`�'`9 _ .• REYIEWEO BY ZBA ♦Y`♦�♦��♦♦�\S� �__�`� - SEB DECISION/J,�Ic. ♦M: ♦ •• 3 v 7P-.r ..aaY.nou•a,vm[.em ro rinvu„],onw pmIMG[llYAIpNJ M[]HORN,InA:u _ Q. p�, O]]In0[tlROw t[61 A,L 91L,111 l101at—__—,— __ Ndthffit Taft Corwin UI ''I. Land Surveyor �'s^="=x^' :u[ ,m°" `, 63T`1G'!e:`® mu r, .^Dm`ivm m.'m'u Aa `70J�,, IUD w av NOTES: I,EXPOSE AS SMALL AN AREA OF SOIL FOR AS SHORT A CDMA `jD'taC� I ;2)2'x2 x" TIME AS POSSIBLE. NSTALL vjOQDEN sTAKEs N/D/�A EL R�EYlOye $� � e � IN EA.dPLr 2 KEEP DUST M-N TOLERABLE UMITS BY SPRINKLING OR CA'galYE fi' A T N / OTHER ACCEPTABLE MEANS. LL 3 USE TEMPORARY VEGETATION AND/OR MULCH TO PROTECT J'vy,F� HARE AREAS EASFROM EROSION DURING CONSiRUCRON. 17; ' N \' ANA 4 ALL CUT/RLL AREAS TO HAVE A MIN.OF 6'O'cPTH OF TOP Rj SOIL COVER.AREAS DRESSED:5TH TOP SOIL SHALL RECEIVE: 1 � \ 1�; 12 LBS./1C00 S0.FT.(6-12-12)FERTILIZER. oa 5 LBS OR MORE OF XENTUC'(Y JI FESCUE FOR EVERY JJ 1000 S0,FT. � ) T STRAW VU LCH OF 70R-dO1G COVERAGE 'N. A \ .. (APPROXIMATELY 125 LBS./1000 SO ----- 1-76'ws 5 TRAY!BALES SHOWN ARE TO BE USED AS TEMPCRARY R4,4,� 1< L+�r••- SSEOI.M.ENT BARRIERS STRAW SALES TO BE FIRM.VNO I F1`tANK A. LOA:BARDO .Y.S.OC?ISE NO.T342> SECTION A SECURELY TIED WITH PLASTIC CR'.'ARC BINDING.BALES µ ARE TO BE PLACED TOUCHING AND FIRMLY ANCHORED I TO ME GROUND WITH STEEL DRIFT PINS OR'M.DEN - � - STAKES AS SHOWN w SECTION"A' -I �,,J Iva �� SUBMISSION LOG 6.DISTURBED AREAS ARE TO HE GRACED TO GRAIN _ NO DATE I DESCRIPTION AS INDICATED ON THE PLANS TO SEDOAENT BARRIERS Y' `X Ix 1/I6/23 UPDATED DWG {-.nP>Y DURING AND UPON COMPLETION OF COYSTRULTION ,:. o I 9G 3/2/22 GARAGE RODOMON I PLAN VIEWEROSION SILTATION CONTROL '" `I ��� N/�/CDRREtA / /` `�1 4 R� NNA c0. O / - AGENCY FILE NO. 1 N xFa FO•r` / BLDG DEPT. w A6Is W 91 ! zJe ° CD ly 6 Q A LES TIS U41 S g y�.' 1 e _\ ,` \ \ 0 �1 � I �-�-_SG.E _ ,•l / l:N �' 2am � __ ECG ja � .-r LC V_\ , Ad�TO / [:'°.'0, GOD _ R\ Ll / '1 0�� W fPoUSE j STY :�, \ /a= N iPRN CAR 10' \ 10 _ �_ LLJ w �� 232 ,� di•�� %°� /, / / '�E I 43.13' N j� SITE PLAN a4'4�., EX T.COV WAY 3 ZaT ,- SCALE:1'=20'-0' NOTE: -"CYna•�. P//r aND.ID `_` 1 1.SITE PLAN BASED UPON SURVEY PREPARED BY ' Open NATHAN TAFT CO N LAST DATED MAY 19,2020 2 O„ �_` `•..J PROPERTY FEMA FLW 'K'D ZONE AS PER FEMA MAP N0.36103C0163H GENERAL NOTES CLIMATE & GEOGRAPHIC DESIGN CRITERIA CHART ZONING ANALYSIS H 1.DRAW NGS ARE DAGRAM-O.AS SUCH.CONFUm AND/ON DISCREPANCIES WY DUST, GROUND WIND SPEED �I SEISMIC DESIGN WEAMER'q MOST UNE TERMITE 'DECAY � VANTFR ICE SHIELD iL000 SUFFOLK COUNTY TAX NPP N0.100(1-1117-06-18 ME&GOER/DINIRILiDR MUSE CAREFlIILT PEMEW ME OMWWLS AND t/11 OIR ANY 'SNOW LOAD (VPH) CATEGORY 'EP 'DESIGN TEMP. UNOERLAYMENT HAZARD TOWN OF 50UR10LD ZONING OISIPoCT R40 SUCH CO AND/W DISCREPANCIES TO INE ARCHHECE PNIOR i0 SUBYTFMG LOT AREA'102.174 SG R.(2.346 ACRE) WATERFRONT PARCEL v= Na BD FOR THE PROJECT.WHERE A DNERSIONAL DSCiFPANCY D=%ME Po°MUST .SUGHT/ D YES X i RBIECi ME LARGEST DORBaION NOTED UNTIL CIIAIFNA110.V 8Y IIff AROTBTECT a MADE 25 PS 130 NPH C SEVERE J6' MCA„, 400. - 1 2.WHERE A CWNCT ElOSS IN A MIERLLL SPEC.ME HOST IXPENSNF MIERIAL YLST EVP.'B' R40 DIMENSIONAL REGULATIONS Z4T1 LJQ 3.WHERE A CONNCT MISTS BEl1YELN DEMKNE,n OF THE OMWNGS,THE DETAILS TACE COMPONENT REWIRED PROPOSED AT NEW WAGE PPIONLIY,FOLLDNm BY THE FLOOR PIANS,AND LASTLY.ME SECTIONS 4:ELEVATIONS CODE COMPLIANCE - �N 4.DO NOT SCALE ME ORAWNGS.USE DIMENSIONS NOTED ONLY.CORES OF THE°PAWINGS NININUN LOT AREA ' 40.000 50.R. 102 174 50.R. HAVE THE ABRIN TO SpF OR EIPANO BY 1 S DURING REPRODUCTION ME PROJECT YIISf CDAPLY WITH THE 2020 os,3020 NYSI10 SUPPLEMENT,DF ZOM IECC Q 2030 EC NY5 BUPPIEMENT, 1 P A DNDaMN a YSSTIVG THE DIMp490N W AL PROBAwNY GAY BE DCTERONm THE 2020 WOW FR/AE COISIRUCTION YANWI,W.F.C.Y.2010,NEPA 70 6TAHDAD TIE MTIONAL NEC'TRC COOT.THE ZOxwG ca DE MINI4UM LOT NTDM 150' 154.29' BY BASIC MATHEMATICS.F ME MSSwG DIMENSION CAN NOT BE OEIERUNED BY BASIL �_ FRANK A. LOMBARDO AAMWTXS,CONTACT ME ARCBORT MINIMUM LOT DEISM 175 481.20' �• - 1 ARCHITECT 6 ANY CONTRACTOR SMUTTING A 8D SINAL BE RESPONSIBLE FOR All MT9M%LAWK AND MINIMUM FROM YARD 50' 70' P O.BOx 128 �P EAND .ArPuwcEs REauNm r0 PERFORM Tlc rroRIc DTPlcrm w ME DEFLECTION LIMITS - STRUCTURAL MEMBERS GRADE ELEVATIONS ' \,1" wE6THAN1=T0"'NY,1877-o,z6 4wINUN SIDE YARD 15' 15S' �� a M=u1p1'Yra03kLon n re4o0VPh..- 7 TIO:ORAWNGS A p,,BIGNONS NAVE BEM PREPARE)TO MCIE A REASONABLE PR BBTT OF STRUCTURAL uOIeEA NLOWADE DFFI£GIMN - - ME N"N RE-MMISHNG THE DIME INTERIOR OF ME DTFMG SPICE AILD EXTEROR WHERE RAFTERS HAMNG SLOPES WFATOt THAN 3/If W/NO .L/100 BUILDING HEIGHT YINIYUTA TOTAL SIDE YARDS 35' X NDTm,INE ORMONGS ARE N TXDED SO M BE A CARIE ro ME WOR(CONTRACTED Ti ED CEANO ARLLTOD l0.RAFIDS MAXIMUM LOT COVERAGE 20f. 6.155 FDR BY ME CONO/D10R. °� - (BASED UAW SURVEY 6 IDLING k YDING e.ALL DWEJSMNS ANO CONUIIIONS SAWN AND ASSAIM ON RF DOCUMENTS MUST BE VERIRm w1D0aR WNLi AND PAmn H/Ieo DASD MAY 20°7) '1 AT THE SITE BY THE CONMKTW BEFORE SUBYTBPM A BD IIF COATRICTDR SINAL NOi SO1E RDORS AND FTNSHm PLASTEN COIpC, USED 30.0' MA%INUN BLDG MEl(TR 35'2 I/2 STY 22'(PROPOSm GARAGE) DRAWING TITLE THE DRAWINGS ro OEIERVOff d1R90X5. W ACORMp,ME CONIRIATOR COSI VERIFY INE ABOVE 36.15' FM1FD D60RMiXW B60RE 0ME®NG ANY MiBDAL AVD PRIOR ro AVM WOO BED'M ALL oMrn 6MUQMRAI MDIBER6 U2R0 T TOWN CODE SECTION 280-I5F:WATERFRONT PARCEL ACCESSORY BUILDING CAN BE 1 PDEDRIFn. NO GUNS FW EQP.A CWPEN5ITIW.BRED W XNOAINCE OF ifff VISBAE W ExIF MR WAuS W/'-ER OR SNCCO-H H/EBD LOCATED IN THE FROM YARD BLT MUST MEET FRONT YARD SETBACK REOLIIRELIENT l' SITE PLAN NPum COXDRMIS'ILL BE CGlmoElffo. INV;XSLRI'PANCIES OR ERRORS N THE OONYEN75 130.]5' @ SIDE YARD SERTBACK REQUIREMENT. alar BC RPaDm ro ME ARtl11FLT pOFOA1ElY. n0 NARfE3 N FXTERMR WA115-WINO IIOMS'W/BRITTLE RHIOLES Uzw 1.10.75' 4=32.68'AVERAGE mEVATIW & NOTES PUNS,ELLVARONS,DETALS,OR ONENSONS a PDO�SIBE 111THOIR IFF CONRNT Of ME oMA,aR-LS-RIND LOA06 w/-.I-WISW3 v/ / FROM YARD SETBACK 50'MINIMUM REQUIRED 105 PROVIDED � ARCImEO.SIMOD THE CONIRALTOR FM ro AIOIIR THE ARNITEO FXIS1Wc PRIMARY PE�ENCE SIDE YARD SETBACK 25 MINROO REQUIRED 25'PROVIDED \ WRF/SONABE INE THE COMRALTW SHALL BE NFLO IffSPOdBIF TOR FT ST FIR ELEVATON-3B 84 4AXINUM HEIGHT FOR PITCHED ROOF:T 22'Q.9. D THE C09 OF RECI6IAC ERRORS TMT MY DCNR -AVE ETEVADON HOT-3268-6.15' MAXIMUM BUILDING AREA:7,200 SQ.R. 864 Sp.R.PROVIDED 9.SUBSTITUTION Of DOIPYENT OR MX B OTHER THAN THOSE SON N THE DORMERS SIWL BE MEAN HGT OF ROOF ELEVAIIGN 60.26' -/:• 1 DATE 1/27/Z2 MADE ONLY WON ME IWRITIER APPR&DF A-a OF RECORD, STORM WATER DRAINAGE AVE E vnnW-S26B BUILDING AREAS l-��, 10 THE CONTRM=R a RESPONSIBLE FOR THOROUGHLY RDDEWNO THE ORAW ARD SPECIFICATIONS IJPERMNS ROOF'OF NEW GARAGE=684 SO.R. NO -27.Y DVVC. BY: NO.: - AND BMOMBG FAYINR TOM THE RMODURES FOR PROJECT STIAT-W,REQURD"NS DURNG NP MOUS CWC APRON OF NEW GARAGE;1W SQ R. PROPOSED GARAGE CONPONEM AREA \'\ DWG. BY: FAL CONSTRUCTION AND PROJECT 0.05E-WT. 2- RAINFALL 9]2 50.R. X.17 165.24 N.R.WATER GARAGE M ELEVATION=32' HOUSE 1,480.09 50.R, CHK BY: FAL TOTAL GALLONS 1 N.R.WATER=7A GALLONS - --- (�� 11.THE t�NERA CONLRACMR TH HIS BE B6POISOE FOR COORDwA1NR1 Of ALL pORlt AMO WXl 165.24 X 7.4= 1,222.78 GALLONS -AVE NOT OF HGT V PON --CCB' 'EC AS LUNt YFLiWCS CORN!DS SIRCONOACTORS AS IIF ITRYWBL OWI a 1,222.]8 CALLDNS/2=811.39 GALLONS MEAN MGT 6 ROOF ELEVATION S1.6T POOL 800.00 SOFT. �* 'EC ro RESO.VE ANY OINFUCS THAT BECOME APPARENT' DR}WpL GW2=1,222.78 GALL /2=011.]8 GALLONS -AVE ELEVATION=3268' DWG. NO. �H 12.AL WFSOINa RAISED BY THE VARIOUS CONTRACTORS NRNG BIOONG SHAL BE FORWARDED ro CAPACITY 6 6'N0.RING I R= 187 GALLONS HOT =3699' (21�<22' DECK.PATNI.SHEDS 3,28].00 SOFT. •(/l \Y, q- 1 O O AWMECI WE W'EM PRIOR ro SMISSON OF B0i Al OUESTRIS XIL THEN BE ASAIRPD AND LINEAR R REm-611.19/187=365 R NEW GAME 864.00 SOFT. Da BVED ro ALL BIDDERS. ro ENSURE A COWETRNE BO RMCIM,QUESTIONS MUST BE N USE; y GRYNELLS 6'DA EA X 4'OEEP= 568 GALLONS EACH `I 119E KF4REN FON FDR RECOR0. TOTAL 16,427.09 SO.Fr. R(j \ T PAGE NO. 6,427.09 SQ.R./102,174 S0.FT.X 100-629f. •�' SURVEY OF PROPERTY SITUATE 3 O�F LEY c.M°"• N� EC. AR• LEY �, GOH MATTITU C K pE ERINE E' EAR �g1 .2 TOWN OF SOUTHOLD L)���� � • SUFFOLK COUNTY, NEW YORK nn � ��� Cv`- y I� FENGE°5 H o O I S.C. TAX No. 1000- 107-06- 18�� ' 65. SCALE 1 =20 MARCH 15, 2007 JULY 24, 2007 ADDED PROPOSED ADDITIONS NOVEMBER 26, 2007 ADDED PROPOSED DOCK APRIL 8, 2008 ADDED SEPTIC SYSTEM ELEVATIONFE- APRIL 7, 2008 REVISED NOTES E DECEMBER 10, 2008 FINAL SURVEY ON ADDITIONS DECEMBER 31 , 2008 CORRECTED SEPTIC TANK DIMENSION MAY 19, 2020 FINAL SURVEY SOLAR COLLECTOR JULY 5, 2023 AS—BUILT SURVEY FOR SOLAR COLLECTOR & GARAGE AREA = 102,174 sq. ft. xte, 2.346 ac. 0 8 N FEtICE \ C.d OIF REIA CERTIFIED TO: N Ag/J. CORREjA ,5 \ 4$0 'ztr' 0 CONTINENTAL ABSTRACT Corp. 14101, 1490 R ARIANNE aE°� \ x'�' � FIRST TITLE TITLE INSURANCE COMPANY OF NEW YORK MARY AN � PERI HINDEN RANDALL HINDEN �' SOL" COQ"fR t^ 3e• m �10E P05F 8�L A' ° CNRY B�Ck pGE WALL GVSW h m y00 0 s 00 OFLAFLNG yO NoG? So. Ac / a (� O I '1Vc m oJA OCP ` 1 I WOOD �IIIt GRAVEL ?0• r�'��••-G �IG FAG �-- � A 4 J � .�000 p0cK ,L � , o B FIXED � rnc�c ,� m•.. -, ?B•3• �!•/ OVERHEAD WIRES MOH 3��9 z � o a — — — . . � oma- cv�iZ� Zv4; FUG GUY WIRE w00DAD pOCK MEF P \ j JIL o No. 5 C PooC g Wx oo &o 10.o ;� �•Ffra ss N�++ � 1� a�ey� WATfR \ 1 $�� W VNE \ IL V�N No.g � o. ' � h �� \W � �QP C�Ppot ? �� ' PORCH s1 � \If o 00AL a>?z�"FtAGF A 7 ��1 No. 28,3' � 37 f � _ v ST FEMC N 80.4' 3° 7'20" �/ N. � � ~ POv . RAI IIC W,1� FENCE 0.5'N. �RAMf BRAG£ etc • :.d • .•. ��I/4\Ha, '<) 243.53' N° "'0N e: :, /Ir r• N d � •�4G(gN 74'44'40,., °4 N B�oC 4 40„ / / d o/' .. ASPf v�'.• ,e' K CURB d• .. T ORI Ay v ASSpCjAT4.4 10 jNL' CONC B� HUGE ROW 0 AE CURB v° aC/F Wq� v 4 O v— ll') / O O I I 4 RNcc N Qg�,f 240.00, o z ; to SEPTIC SYSTEM TIE DISTANCES N a COVER HOUSE CORNER "A" HOUSE CORNER"B" O N PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED SEPTIC TANK �� BY THE {„ /� APPROVED MID ADOPTED OUTLET COVER 20' 53' FOR a� H SSE'I .EW YORK STATE LAND . �� CESSPOOL COVER 1 50' 63.5' �� �P:•�tPFT Co'%. CESSPOOL COVER 2 40' 70' % • oz 046 �if0� 'A NO 5 �� —M.. N.Y.S. Lic. No. 50457 ToUOS �S A ADDITION THIISUIAVOLAT10N OF SECTION 7209 OF THE NEW YORK ST ATENathan Tof t ClOr in III EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING yor THE LAND SURVEYOR'S INKED SEAL Land SurvE/ EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title —SurveysSubdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. ir OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF y` Jamesport, New York 11947 Jornesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 27-060 A� CERTIFICATE OF LIABILITY INSURANCE °ATE'M012023"' 01/20/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Debra Simicich NAME: Roy H Reeve Agency,Inc. ac Nr o Ext: (631)298-4700 IX No: (631)298-3850 PO Box 54 E-MAIL dsimicich@royreeve.com ADDRESS: 13400 Main Road INSURER(S)AFFORDING COVERAGE NAIC# Mattituck NY 11952 INSURERA: Evanston Insurance Company INSURED INSURER B: Georgie Contracting Plus LLC INSURER C: 1555 Westphalia Road INSURER D: INSURER E: Mattituck NY 11952 INSURER F: COVERAGES CERTIFICATE NUMBER: CL2312018411 REVISION NUMBER: THIS IS TO CERTIFY THATTHE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR AULJL bUOR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DDIYYYY MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1'000'000 CLAIMS-MADE X OCCUR PREMISES Ea occurrence $ 100,000 MED EXP(Any one person) $ 5,000 A TKSAD-P 01/07/2023 01/07/2024 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY F-] PRO- F—]LOC PRODUCTS-COMP/OPAGG $ 1,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PEROTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVEE-1NIA E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E:L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) JAN 2 5 2023 L CERTIFICA THOLD CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN TOWN OF SOUTHOLD ACCORDANCE WITH THE POLICY PROVISIONS. 54375 ROUTE 25 AUTHORIZED REPRESENTATIVE P.O.BOX 1179 SOUTHOLD NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD La L) YORK Workers'Compensation OF INSURANCE COVERAG STATE 2 5 Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFkSWAN 2023 d�191)d1910y(�� PART 1.To be completed by NYS Disability and Paid Family Leave benefits carrier or licensed insurance agent of tha MAXPOCD 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured GEORGIE CONTRACTING PLUS LLC (301)237-3743 1555 WESTPHALIA ROAD MATTITUCK,NY 11952 1c.Federal Employer Identification Number of Insured or Social Security Work Location of Insured(Only required if coverage is specifically Number limited to certain locations in New York State,i.e.,Wrap-Up Policy) 812678212 2.Nameand Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) HARTFORD LIFE AND ACCIDENT INSURANCE COMPANY Town of Southold 54375 Route 25 PO Box 1179 3b.Policy Number of Entity Listed in Box 1a Southold,NY 11971 LNY775062 3c.Policy effective period 10/01/2022 to 09/30/2023 4.Policy provides the following benefits: ❑x A.Both disability and Paid Family Leave benefits. ❑ B.Disability benefits only. ❑ C.Paid Family Leave benefits only. 5.Policy covers: ❑X A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave benefits insurance coverage as described above. Date Signed 01-20-2023 By (Signature of Insurance carrier's authorized representative or NYS licensed Insurance agent of that Insurance carrier) Telephone Number 212 553-8074 Name and Title: ELIZABETH TELLO—ASSISTANT DIRECTOR,STATUTORY SERVICES IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 4B,4C or 513 is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law.It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board,Plans Acceptance Unit,PO Box 5200,Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers' Compensation Board(Only if Box 4B,4C or 5B have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and Paid Family Leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-21) IIIIIl111°!!�!�!��!°°11111111111°11111 N YS I F JAN 2 5 2023 New York State Insurance Fund 8U1WIr4G L)Fp PO Box 66699,Albany,NY 12206 70Wh1®FsnoTm6 r) nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE D D AAAAAA 812678212 ROY H REEVE AGENCY INC 13400 MAIN RD 0 PO BOX 54 MATTITUCK NY 11952 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER GEORGIE CONTRACTING PLUS LLC TOWN OF SOUTHOLD 1555 WESTPHALIA ROAD 54375 ROUTE 25 MATTITUCK NY 11952 P.O. BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12400521-7 735336 10/05/2022 TO 10/05/2023 1/20/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2400 521-7, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES .NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND T4 �V DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:772121428 U-26.3 Suffolk County Dept,of Labor,Licensing&Consumer Affairs HOME IMPRO\,EVENT LICENSE Name JAN 2 5 2023 JORGEA RAMIREZ This cerifies Business Name d9 lwilyGoEn LU :hat tl-e "OWN,OFRnimgAtr Dearer is duly licensed GEORGIE CONTRACTING PLUS LLC Dy the County of suffolk License Number:H-57766 Rosalie Drago Issued: 11/30/2016 Connn-:ssiorer Expires: 11/1/2024 ad, Suffolk County Dept.of Labor,Licensing&Consumer Affairs HOME IMPROVEMENT LICENSE Name JORGE A RAPAIREZ Business Name This certifies;hat the Dearer is duly licensed GEORGIE CONTRACTING PLUS LLC Dy the County of suffolk License Number:H-57766 Rosalie Drago Issued: . 11/30/2016 Comn,:sslorer Expires: 11/1/2024 r A APPRO ED AS NOTED DATE: 3 B.P.# LOAd FEE: BY: ELECTRICAL NOTIFY BUILDING DEPARTMENT AT INSPECTION REQUIRED 765-1802 8 AM TO 4 FM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE .2. ROUGH - FRAMING Q, PLUMBING 3. INSULATION 4. FINAL - CON;- P'.,.TION MUST DO NOT PRO6;9E0INITN, , BE COMPLETE FRAMING UNTIL SU ,.VK-- ALL CONSTRUCT';,! ' f-;ALL MEET THE FOUNDATION LOCATION REQUIREMENTS OF THE CODES OF NEW HAS BEEN APPROVED. YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF All exterior lighting NEW YORK STATE & TOWN CODES g AS REQUIRED AND CONDITIONS OF installed,replaced or repaired shall conform nay ITI IN n T(11.1.'.!7Q� -- -- - to Chapter 172 "run, ,n Tom M nelN%40ARD of the Town Code. rI; �1STEES i CCUPANCY OR JSE IS UNLAWFUL 41THOUT CERTIFICK" .:)F OCCUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. I .... ^Y. -t,a ♦ « .a. ., n. r ,.. .. > , ♦ o. .....,,.♦>.,..w«.t....,.. :r'...'t ..2..k a.,:,a,xm.a...3.•. ..»,°,. ' NATES, 1. EXPOSE AS SMALL AN AREA OF SOIL FOR AS SHORT A -. INSTAL'- (2) 2"x2"x Ott- WOODEN STAKES TIME AS POSSIBLE. C�F LEY , co �R'E1 A i IN EA. BALE 2. KEEP DUST WITHIN TOLERABLE LIMITS BY SPRINKLING OR ERIC• EA AgUEY ��� ,2� /�, �e►` � r'`�% OTHER ACCEPTABLE MEANS. ET E P INE 3. USE TEMPORARY VEGETATION AND/OR MULCH TO PROTECT-15 BARE AREAS FROM EROSION DURING CONSTRUCTION. 4. ALL CUT/FILL AREAS TO HAVE A MIN. OF 6" DEPTH OF TOP s° ? `•, SOIL COVER. AREAS DRESSED WITH TOP SOIL SHALL RECEIVE: OJ 12 LBS./1000 SQ. FT. (6-12-12) FERTILIZER. X-3- 0 .3 �` �„ L tl��$1� 5 LBS. OR MORE OF KENTUCKY 31 FESCUE FOR EVERY ©� 1000 SQ. FT. ak�N oAI - STRAW MULCH OF 707o-80% COVERAGE r / - �a (APPROXIMATELY 125 LBS./1000 SQ. FT.) ? y 5. STRAW BALES SHOWN ARE TO BE USED AS TEMPORARY 0S:-F cpNc M� SEDIMENT BARRIERS. STRAW BALES TO BE FIRM AND s / ANK A. LOMBARDO SECTION A SECURELY TIED WITH PLASTIC OR WIRE BINDING. BALES �✓ N.Y.S. LICENSE NO_ 15424 i ._ .. t ARE TO BE PLACED TOUCHING AND FIRMLY ANCHORED TO THE GROUND WITH STEEL DRIFT PINS OR WOODENNc� / STAKES AS SHOWN IN SECTION "A"< 6. DISTURBED AREAS ARE TO BE GRADED TO DRAIN "', by ,u SUBMISSION LOG AS INDICATED ON THE PLANS TO SEDIMENT BARRIERS `g5o �- Na• NO. DATE DESCRIPTION DURING AND UPON COMPLETION OF CONSTRUCTION. k "� 1/16/23 UPDATED DWG PLAN VIE EROSION SILTATION CONTROL F E p ��4 / ��0 3/2/22 GARAGE RELOCATION E N/C IF HMANN -0 J. cQRREIA Soul'? °p�f LA CLIA E G'°R MARY ANN RMARIANN �e,o Is06 O.35 w � b / s &c4cc / AGENCY FILE NO. Pn51 BLDG DEPT. o I N 3 p 4 � o / ALS,°AIRY `` B� Fp 3 OC!< W,#u • MftAC F�'Cf 10, W 00 J v o � � �3 No. 2 140. W z du f I z a a W Q { o"d' own"J o oci GENERATOR 85/ / •�lr, e n > vz FLAG / NEW DRIVEWAY e ti AL No. 4 r - LfC7121G / J WppO �K 4 A 2$ ... C1�1�+r , ,EtE� / CD Z fl 3 e.. / .OVERHEAD WIRES. kAOµ U l5 p04E AL C� zox FLAG / Zis,�i' ly0 \ �- �9 ` _ILI a,1 U U W \01 a po / DW1 19" A,o ro.o x-0;9 ss (X1 V " ads / O ,, \r. U Nz NGT N 0 v j x41. ' 4 WAt uNf \ t FLAG ' / 0Al ue z CEss 71'-10, TgNk O 0 r' ffNfO PORC �R C N0° � � No. 6 n / a POpL Q h3` \ 7F1?y W O O x FEMA l p 2� - ( T Z0�AE (EL. 11') At 2ND 1 to FEMA Z o f RU s ) 1 I _ , N �,,'C F o I----- z ONE X / E�WOASr N D st0 cpm N c7 - �� ,< _.- RhOU 36 1 N �) " l ~~ O z / A9 NCE 5 8.3 / oo O",10 w.. 1 1 �g Y ij 0.4'N. �y � � ,/ ,.QO I A� RAIL FENCE ",FENCE / �to'c^ Ln CvyC TOl3 W " N 83'17'20" 0.5'N. cv Nom, 35',9" � z- `'` : ,1 o j i W F ° a ;j• a / Ln siDp R64TS GARAGE o \~` X05,-00 / s; / y`Sf Y I , I Co 4R0 S�ACk• �R E 3F7) o W ."1 M 6" 1 1K- IA �- 1 __'CD »,_ PGE,OF / "Y 243.53' /v 74,4,�� `,� > yA,t DR�►'AY a SITE PLAN I SCALE: 1" = 20'-0" �/ EXIST. DRIVEWAY TIVEWE 3� ;oil. NOTE: REMOVED I 1. SITE PLAN NATHAN TA ACORWINED OI I LAST DATED PREPARED SURVEY MAY19,Y2020 BR'S 0OD-�' 14,SOO 2. PROPERTY FEMA FLOOD ZONE 'X AS PER FEMA O't��70N, MAP NO. 36103CO143H jN0 f CGNG Qt Hof Row °GK Wqu 4LO �...J GENERAL_ NOTES CLIMATE & GEOGRAPHIC DESIGN CRITERIA CHART ZONING ANALYSIS / ~� 1. DRAWINGS ARE DIAGRAMMATIC. AS SUCH, CONFLICTS AND / OR DISCREPANCIES MAY EXIST. GROUND WIND SPEED SEISMIC DESIGN WEATHER'g FROST LINE TERMITE DECAY WINTER ICE SHIELD FLOOD SUFFOLK COUNTY TAX MAP NO. 1000-107-06-18 THE BIDDER / CONTRACTOR MUST CAREFULLY REVIEW THE DRAWINGS AND CALL OUT ANY _- , TOWN OF SOUTHOLD ZONING DISTRICT R40 r fY SUCH CONFl.1CTS AND / OR DISCREPANCIES TO THE ARCHITECT PRIOR TO SUBMITTING SNOW LOAD (MPH) CATEGORY DEPTH DESIGN TEMP. UNDERLAYMENT HAZARD LOT AREA 102,174 SQ. FT. (2.346 ACRE) WATERFRONT PARCEL & Rgft HIS BID FOR THE PROJECT. WHERE A DIMENSIONAL DISCREPANCY EXISTS, THE BID MUST FENCE REFLECT THE LARGEST DIMENSION NOTED UNTIL CLARIFICATION BY THE ARCHITECT IS MADE 25 LO I 130 MPH C SEVERE 36" MOD./ SLIGHT/ II YES X O.2k FEN ,�y MOD. o•sy sFc 2. WHERE A CONVICT EXISTS IN A MATERIAL SPEC, THE MOST EXPENSIVE MATERIAL MUST I EXP. 'B' HEAVY R40 DIMENSIONAL REGULATIONS 3. WHERE A CONVICT EXISTS BETWEEN COMPONENTS OF THE DRAWINGS, THE DETAILS TAKE -" •1.t 00, ".a.:. ";"".`:;°"'``",..k;,:. ;''" `.'`"• PRIORITY, FOLLOWED BY THE FLOOR PLANS, AND LASTLY, THE SECTIONS & ELEVATIONS. CODE COMPLIANCE COMPONENT REQUIRED PROPOSED AT NEW GARAGE 4. DO NOT SCALE THE DRAWINGS. USE DIMENSIONS NOTED ONLY. COPIES OF THE DRAWINGS MINIMUM LOT AREA 40,000 SQ. FT. 102,174 SQ. FT. z HAVE THE ABILITY TO SHRINK OR EXPAND BY 1 % DURING REPRODUCTION. a ' THE PROJECT MLIi,T COMPLY WITH THE 2020 IRC, 2020 NYSUC SUPPLEMENT, THE 2020 IECC & 2020 EC NYS SUPPLEMENT, 5. IF A DIMENSION IS MISSING, THE DIMENSION IN ALL PROBABILITY CAN BE DETERMINED THE 2020 WOOD FRAME CONSTRUCTION MANUAL, W.F.C.M. 2020, NEPA 70 STANDARD "THE NATIONAL ELECTRIC CODE", THE ZONING CODE MINIMUM LOT WIDTH 150' 154.29' ,r BY BASIC MATHEMATICS. IF THE MISSING DIMENSION CAN NOT BE DETERMINED BY BASIC rJ MATHEMATICS, CONTACT THE ARCHITECT. MINIMUM LOT DEPTH 175' 481.20' x �0 FRANK A. L O M B A R D O 6.ANY CONTRACTOR SUBMITTING A BID SHALL BE RESPONSIBLE FOR ALL MATERIALS, LABOR, AND MINIMUM FRONT YARD 50' 70' OJ NC7 SUPERVISION, EQUIPMENT, AND APPLIANCES REQUIRED TO PERFORM THE WORK DEPICTED IN THE ARCHITECT SPECIFICATIONS AND DRAWINGS. DEFLEC f ION LIMITS - STRUCTURAL MEMBERS GRADE ELEVATIONS P.O. BOX 128 MINIMUM SIDE YARD 15 15.5 C� WESTHAMPTON, NY 11977-0128 7.THE DRAWINGS &; SPECIFICATIONS HAVE BEEN PREPARED TO INDICATE A REASONABLE PROXIMITY OF STRUCTURAL MEMBER ALLOWABLE DEFLECTION tel.: 631-357-1438 THE WORK IN RE:-FURBISHING THE ENTIRE INTERIOR OF THE EXISTING SPACE AND EXTERIOR WHERE VING SLOPES GREATER THAN 3/12 W/ NO L/180 BUILDING HEIGHT MINIMUM TOTAL SIDE YARDS 35' X E Mail Fran kLombardo®yahoc.com RAFTERS HA NOTED. THE DRAWINGS ARE INTENDED SO TO BE A GUIDE TO THE WORK CONTRACTED FINISHED CEILNIG ATTACHED TO RAFTERS FOR BY THE CONTRACTOR. __._. (BASED UPON SURVEY OF YOUNG & YOUNG MAXIMUM LOT COVERAGE 20% 6.15% 8.ALL DIMENSIONS AND CONDITIONS SHOWN AND ASSUMED ON THE DOCUMENTS MUST BE VERIFIED INTERIOR WALLS AND PARTITIONS H/180 DATED MAY 2007) AT THE SITE BY THE CONTRACTOR BEFORE SUBMTFIING A BID. THE CONTRACTOR SHALL NOT SCALE FLOORS AND FIOSHED PLASTER CEILINGS L/360 30.8' MAXIMUM BLDG HEIGHT 35' 2 1/2 STY 22' ( PROPOSED GARAGE) THE DRAWINGS TO DETERMINE DIMENSIONS. IN ADDITION, THE CONTRACTOR MUST VERIFY THE ABOVE ---'-< -- 36.15' NOTED INFORMATION BEFORE ORDERING ANE' MATERIAL, AND PRIOR TO ANY WORK BEING ALL OTHER STRLCTURAL MEMBERS L/240 34.45' DRAWING TITLE PERFORMED. NO CLAIMS FOR EXTRA COMPENSATION, BASED ON IGNORANCE OF THE VISIBLE OR _...�__.. - TOWN CODE SECTION 280-15F : WATERFRONT PARCEL ACCESSORY BUILDING CAN BE z IMPLIED CONDITIONS WILL BE CONSIDERED. ANY DISCREPANCIES OR ERRORS IN THE DOCUMENTS EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/iso 30.07' LOCATED IN THE FRONT YARD BUT MUST MEET FRONT YARD SETBACK REQUIREMENT MUST BE REPORTED TO THE ARCHITECT IMMEDIATELY. NO CHANGES IN EXTERIOR WALLS- WIND LOADS W/ BRITTLE FINISHES L/240 130.75; PLANS, ELEVATIONS, DETAILS, OR DIMENSIONS IS PERMISSIBLE WITHOUT THE CONSENT OF THE --- 130.75 / 4 = 32.68 AVERAGE ELEVATION FRONT YARD SETBACK 50' MINIMUM REQUIRED 105' PROVIDED ARCHITECT. SHOULD THE CONTRACTOR FAIL TO NOTIFY THE ARCHITECT EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 EXISTING PRIMARY RESIDENCE: SIDE YARD SETBACK : 25' MINIMUM REQUIRED 25' PROVIDED 8c NOTES s I WITHIN REASONABLE TIME, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR FIRST FLR ELEVATION = 38.84 MAXIMUM HEIGHT FOR PITCHED ROOF : 22' 22' PROVIDED THE COST OF RECTIFYING ERRORS THAT MAY OCCUR. - AVE ELEVATION HGT = 32.68 = 6.15' MAXIMUM BUILDING AREA : 1,200 SQ. FT. 864 SQ. FT. PROVIDED I 9. SUBSTITUTION OF EQUIPMENT OR MATERIALS OTHER THAN THOSE SHOWN IN THE DOCUMENTS SHALL BE MEAN HGT OF ROOF ELEVATION 60.26' MADE ONLY UPON THE WRITTEN APPROVAL OF ARCHITECT OF RECORD. STORM WATER DRAINAGE - AVE ELEVATION = 32.66' BUILDING AREAS lipDATE: 1 1 /2 7/2 2 10,THE CONTRACTOR IS RESPONSIBLE FOR TFOROUGHLY REVIEWING THE DRAWINGS AND SPECIFICATIONS IMPERVIOUS ROOF OF NEW GARAGE = 864 SQ. FT. HGT = 27.7' AND BECOMING FAMILIAR WITH THE PROCEDURES FOR PROJECT START-UP, REQUIREMENTS DURING IMPERVIOUS CONC. APRON OF NEW GARAGE = 108 SQ. FT. PROPOSED GARAGE: COMPONENT AREA PROJECT NO.: CONSTRUCTION AND PROJECT CLOSE-OUT. 2" RAINFALL = 972 SQ. FT. X .17 = 165.24 CU. FT. WATERFLR i 11.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK AND WILL TOTAL GALLONS = 1 CU. FT. WATER = 7.4 GALLONS GARAGE- AVE ELLEVEV ATION HGT = 32.68 = -0.68' ELEVATION = 32 HOUSE 1,480.09 SQ.FT. DWG. BY: FAL u I CALL AS MANY MEETINGS WITH HIS SUBCONTRACTORS AS ARE 165.24 X 7.4= 1,222.78 GALLONS NECESSARY TO RESOLVE ANY CONFLICTS THAT BECOME APPARENT. DRYWELL DW1 = 1,222.78 GALLONS / 2 = 611.39 GALLONS MEAN HGT OF ROOF ELEVATION 53.67' POOL 800.00 SQ.FT. .� CHK BY: FAL DRYWELL DW2 = 1,222.78 GALLONS / 2 = 611.39 GALLONS - AVE ELEVATION = 32.68' , 12,ALL QUESTIONS RAISED BY THE VARIOUS CONTRACTORS DURING BIDDING SHALL BE FORWARDED TO CAPACITY OF 6' DIA. RING / FT = 167 GALLONS HGT = 20.99' (21') < 22' DECK, PATIO, SHEDS 3,283.00 SQ.FT. �e ti41 ! DWG. NO. ARCHITECT ONE WEEK PRIOR TO SUBMISSION OF BIDS. ALL QUESTIONS WILL THEN BE ANSWERED AND �� uz LINEAR FT REQO = 611.39 / 167 = 3.66 FT /'� �S DISTRIBUTED TO ALL BIDDERS. TO ENSURE A COMPETITIVE BID PROCESS, QUESTIONS MUST BE IN NEW GARAGE 864.00 SQ.FT. / d` 'Q I USE : 2 DRYNELLS 6 DIA. EA. X 4 DEEP = 668 GALLONS EACH '�-�u". + MAR 2 4 2023 A 1 O 1 j TYPE WRTfiEN FORM FOR RECORD. TOTAL 6,427.09 SQ.FT. � ��66••,�/ ,J )f 6,427.09 SQ. FT. / 102,174 SQ. FT. X 100 = 6.29% PAGE NO. 1 ., ,<. . .. ... . .. . .. . .. , n , .... - ... .,. < .. .. . . „ a♦ . .., aaa .. ..... ..>,. ... .< ...,....,. >,ria .h.....<y♦.e. .... C. ... >a ..,...e ..,c„aa.., . .. - ,.. ... ,. A A A �.. . ., . , ._.. k A-10 A-10 A-10 i ta n - _______ ________ I � * I i I I " I I Oa 22'-11 Oa O b J I ox J I of o I I = STEP DOWN a _ I I I ® I X I I I FOOTING 45 I I • M C4 EnANY. A. LOIviBARDO I I ro •I `^ N.Y.S. LICENSE NO. 15424 Iii U_ ocI tzo � � I I I I I E • Icc o0 0 I �l » _� I. » I 3 I I 3� z �c I I - - o g I 0 SUBMISSION LOG n- b Oa a NO. DATE DESCRIPTION a g I -Z o`�` I (� _ 3/4" THK X 10" 3/4" THK X 10" o I a G ___ _ __ _ RAFTER ui UT I i N e I • X 10" STEEL PLATE X 10" STEEL PLATE =I - I W12 X 35 - � 3/2/22 GARAGE RELOCATION i STEEL BEAM ABOVE (SEE DETAILS) I - _ _ _ - - -r - ( _ _ 4" SQ. STEEL TUBE 4" SQ. STEEL TUBE I I o g o I ` I ! l COLUMN ABOVE COLUMN ABOVE ( 4" SQ. STEEL O b ' o I o o I ! - " I TUBE COLUMN o J v I I I I I w W1 (EYP. -4) o OUTLINE OF 2'-8" OUTLINE OF 2'-8" o N " " " » I I Oa Ob I • I ! X® ! ( i ! X 2-8 X 1 -2 X 2-8 X 1 -2 I i1 N� I I FOOTING FOR FOOTING FOR I 4" CONCRETE SLAB—! I I l STEEL TUBE COL. STEEL TUBE COL. ( o ON GRADE R I I M . (EL. 32') I ! UNEXCAVATED I I I @D ; X 2 RI GE M �, ! = I PERVIOUS PAVING i I " I I Q NEW THREE CAR I DRIVEWAY (EL 31.67') 1 v t ( I I I 8" THICK CONCRETE 4 CONCRETE SLAB I J 3 ( i NEW CRUSHED STONE FOUNDATION WALL ON GRADE ( SEE DETAILS) J o FRAME GARAGE I AGENCY FILE N O. (864 SQ. FT.) I O b 00 i BLDG DEPT. 3/4" THK X 10" 3/4" THK X 10" - W1 OUTLINE OF STORAGE L----- -- - i X 10" STEEL PLATE X 10" STEEL PLATE � I LOFT ABOVE I PLATE--' !_ ".- - - -- - - = _ _ - - �-- - =� I " 4" SQ. STEEL TUBE 4" SQ. STEEL TUBE s � � —..._......___._...._...._.__...___...___--_..___...._.._.._.___...__...._....__..._. -•....._.... 'I DBL TOP i � _ i ( - l COLUMN ABOVE COLUMN ABOVE I I � SIF i XB3EAM.ABOVE- Oa - TOP OF -- I 03: II I l OUTLINE OF 2'-8" OUTLINE OF 2'-8" '-E B I o 0 o I I, ( B B I I X 2'-8" X 1'-2" X 2'-8" X 1'-2" ( ( 3 B B it Z Oa ( EYP. LED RECESSED--O b I B FOOTING FOR FOOTING FORLu -102,w g 0 I II A-10 -1 I I I J A-�o -102 z m ., I I I X I I I I STEEL TUBE COL. STEEL TUBE COL. I M = 3 Y z I DOWNLIGHT I ( R 10217 I = 03 �w ( W e N I I I I I I tt I ri O -c oc ;� N OVERHEAD - I W 0 cei i (g I I I I I I ( - � `�x I ( GARAGE DR LLJ == cv tz o w I ( I I ( I 3 m N I OPENER =I o o I I i ! I w °° I I (EYP-3) I I I o I---. 0 I I I ( { SHELVING I I N z o I I I ! ( XUV 2" OF WIDE I I 4yz OE bL.r I I I ( I I CONCRETE FOOTING TOP OF WALL I ON€ } — --� - I i N ( ( I 4" BELOW GRADE l I i L - - - - - - - - - - _ - = J I I S S SC 2 I L - ___-- - -- 16'-11 "----------- - _-4, „_ _ _ _� � � _ w. " - 24'-D* 5'-�" .I — q > A A �A-10 A-10 FOUNDATION PLAN GARAGE FLOOR PLAN U ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-0" 0 ' SCALE: 1/4" = V-0" 0 INSTRUCTIONS TO CONTRACTORS ---- ------------------- - : . o ANY CONTRACTOR SUBMITTING A BID SHALL BE RESPONSIBLE FOR ALL MATERIALS, LABOR, AND I ._- _ SUPERVISION, EQUIPMENT, AND APPLIANCES REQUIRED TO PERFORM THE WORK DEPICTED IN THE I ' ZONE - 2 :i Lo 75 SPECIFICATIONS AND DRAWINGS. " o THE DRAWINGS do SPECIFICATIONS HAVE BEEN PREPARED TO INDICATE A REASONABLE PROXIMITY OF l " " THE WORK IN RE-FURBISHING THE ENTIRE INTERIOR OF THE EXISTING SPACE AND EXTERIOR WHERE SO l �T-r•• r- 2 X 4 WD 1/2" PERIMETER EXP. JOINT. Ln NOTED. THE DRAWINGS ARE INTENDEE TO BE A GUIDE TO THE WORK CONTRACTED FOR BY THE CONTRACTOR. I — - y STUD WALL / ON o ALL DIMENSIONS AND CONDITIONS SH)WN AND ASSUMED ON THE DOCUMENTS MUST BE VERIFIED I 7 4" CONCRETE SLAB /1 AT THE SITE BY THE CONTRACTOR BEFORE SUBMITTING A BID. THE CONTRACTOR SHALL NOT SCALE I -{ y 2" X 6" ACQ GRADE WITH 6x6-10/10 WWM. 3 THE DRAWINGS TO DETERMINE DIMENSIONS. IN ADDITION, THE CONTRACTOR MUST VERIFY THE ABOVE I I WD SILL PLATE �- NOTED INFORMATION BEFORE ORDERING ANY MATERIAL, AND PRIOR TO ANY WORK BEING S - -,- _7-» 6 MIL POLYEfH. VAPOR BARRIER. PERFORMED. NO CLAIMS FOR EXTRA COMPENSATION, BASED ON IGNORANCE OF THE VISIBLE OR ZONE - 1 SILL SEAL & IMPUED CONDITIONS WILL BE CONSIDERED. ANY DISCREPANCIES OR ERRORS IN THE DOCUMENTS I TERMITE SHIEL = MIN. 6" GRAVEL MUST BE REPORTED TO THE ARCHITECT IMMEDIATELY. NO CHANGES IN I ZONE - 2 I C ' " OZONE - ; PLANS, ELEVATIONS, DETAILS, OR DIMENSIONS IS PERMISSIBLE WITHOUT THE CONSENT OF THE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO NOTIFY THE ARCHITECT I " WITHIN REASONABLE TIME, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR w GRADE THE COST OF RECTIFYING ERRORS THAT MAY OCCUR. '40--F, z o SUBSTITUTION OF EQUIPMENT OR MATERIALS OTHER THAN THOSE SHOWN IN THE DOCUMENTS SHALL BE o ={I J=1 i 1=III=I I I'�I I I- �: .; wad ' MADE ONLY UPON THE WRITTEN APPROVAL OF ARCHITECT OF RECORD. I w V) — o THE CONTRACTOR IS RESPONSIBLE FOR THOROUGHLY REVIEWING THE DRAWINGS AND SPECIFICATIONS l T { -�w #5 VERT.® — — _ TT-, Z 24" O.C.. III;III=III-1 I I=1 I =l I I-1 I I- AND BECOMING FAMILIAR WITH THE PROCEDURES FOR PROJECT START-UP, REQUIREMENTS DURING I { CONSTRUCTION AND PROJECT CLOSE-OUT. I IVN N U-w -III ;I- 8 POURED CONCRETE o THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK AND WILL I I p I _ FOUNDATION WALL. CALL AS MANY MEETINGS WITH HIS SUBCONTRACTORS AS ARE l o x #5 HORIZO I I—I ` NECESSARY TO RESOLVE ANY CONFU TS THAT BECOME APPARENT. l Fv 18" O.C.. - —III= ++ + ++ C` o ALL QUESTIONS RAISED BY THE VARICUS CONTRACTORS DURING BIDDING SHALL BE FORWARDED TO l L _ o Q I I I—I I 2p-Ops W X I -O DEEP • ARCHITECT ONE WEEK PRIOR TO SUBMISSION OF BIDS. ALL QUESTIONS WILL THEN BE ANSWERED AND -4-lr. m — CONTINUOUS REINFORCED ' DISTRIBUTED TO ALL BIDDERS. TO ENSURE A COMPETITIVE BID PROCESS, QUESTIONS MUST BE IN I wow -III " iI I I-` CONCRETE FOOTING #5"® 4, TYPE WRITTEN FORM FOR RECORD. l I� I I" Ili F'C = 3,000 PSI 24 O.C.. < I ZONE - 2 I Y Ii I I —I11=I I _ l I II—III IIIcc - 1 • I =1 I I=i I I=111 III=1 #4" O.C.. ABBREVIATIONS l I —Ei e d ROOF PRESS I ACT ACOUSTICAL CEILING TILE ZONE - 1 !I ISI I, AFF ABOVE FINISI FLOOR I J 10" CONCRETE : < BD ALUMINUM INTERIOR ZONE (8d NAILS) I ZONE - 2 I I FOUNDATION WALL - AL BLOCKING ROOF RAFTERS ® 16" OC ROOF SHEATHING 5/8" CDX PLYWOOD CMU CONCRETE MASONRY UNIT INTERMEDIATE SUPPORTS (FIELD) 8d NAILS ® 12 OC - CONC CONCRETE ZONE - 2 l I � i lof I.I -1''- CT CERAMIC TILE I I DTL DETAIL PERIMTER EDGE ZONE (8d NAILS) I 0 FRANK A. L O M B A R D O DR DOOR ROOF RAFTERS ® 16" OC ROOF SHEATHING 5/8" CDX PLYWOOD ! 0 3 #4 CONT. EA EACH EDGE - 8d NAILS ® 6" OC Z ARCHITECT EL ELEVATION EQ EQUAL ! 0 P.O. BOX 128 EXIST EXISTING SHINGLES ( ! D ETAI L THRU FOUNDATION WALL D ETAI l_ AT FOUNDATION CORNER WESTHAMPTON, 57 1438 128 EXT EXTERIOR HAND-SPLIT CEDAR ROOF SHINGLES IN CEDAR INSTITUTE I : tel.: 631-357—, o0 FIN FLR FINISH FLOOR USE TYPE 316 STAINLESS STEEL E Mail FrankLombardo®yahoo.com GB GYPSUM BOARD MINIMUM 3/4" INTO / THRU ROOF SHEATHING PER ASTM F1667 SUM HMP HOLLOW METAL SHINGLES I j EYP. SHRINKAGE INTUL INTERIOR ASPHALT ROOF SHINGLES IN ACCORDANCE W/ ASTM D7158 H OR D3161 F „ MAT MATERIAL USE CORROSIVE RESISTANT FASTENERS MIN 12 GA SHANK & 3/8" HEAD MTL METALZONE - 1 1�8 x t�3 JOINT (SJ) r7777.-_.,,..,1,' , MFR MANUFACTURER MINIMUM 3/4" INTO / THRU ROOF SHEATHING PER ASTM F1667 SAWCUT OR DRAWING TITLE PT PAINT ENTERS FLASHINGS - PREMOLDED (CJ) IF NEEDED SIM SIMILAR TILE ALL FLASHING TO BE LEAD COATED COPPER 0.0126" MIN THICKNESS _ r - L _ INSERT t/4 '-0"MIN. LAP PLANS, DETAILS, TEMP TEMPERED PER ASTM 8101 1602 / SQ. FT. T j 1-3 T TPP. TYPICAL ZON - 2_ 8c NOTES WD wooD ZONE - t W.R. WATER RESISTANT W.W. /3 I r a° x_T x—max x X x: x x-�--x xx x-. DATE: 1 1 /27/22 © FRANK A. LOMBARDO ARCHITECT o -'ZONE*-'2 ,A. jj PROJECT NO NO USE,RFPROOWTION,OR OIS 'NAT(AI MAY BE MADE OF ISIS DRAW,OR ��I ��—IV��——I it I-1!I I I ISI I I=III-"III IIIµ 1 I I- I ry I I I" ) �_I I , ITS II US.CCNWIS,DESKVSa SITCHM MWUS,9 CATHIa PROGRAW,4 0 — DWG. BY: FAL SYFIWARE,RF"ORTS,OR OHY INTANOP� E NAIU-S,AS S I FOWH WEN Z I ---WMT PR IRIR IAT TTEN TAT OF FRANK A.LOM"O,R.A.A"TI.CT. o I-III—III—III—I I i—III—III=I I 1—I I 1-1► +I I._ III- 1 I I CHK BY: FAL T'fS DRAW;ND IS d SIM W MARH THE KWERTY Or'its�YK A.1.00WO R.A. _ THE UAd'M OF FRANK A.L W9,IroO RA.ARCH CT,FOR OWCA - - 6 MIL POLYETHELENE DWG. NO. OMM ——— '—III--I 11-1 11=I I I=1 I I=1 I ISI I I- I' DAMa OR OR MAIM x :n TOTE W�a O X - VAPOR BARRIER FEE . Ft3�i T064 DRAB AN THE TRE AKE 4 UC:AT ANY I•ART OF THF.'S'T' " A 1 O 1 �A"<,?A�VU CSWSflT>":C AN A�S'BiAt€� OF Tl�°a t)UtInTCN{N uAtx111Y. 6 MIN CRUSHED STONE , F IT IS UNAOCEPTA�E.IK WENT MUST HOT"Y FRANK A,LOM"t,RDO RA ROOF PLAN IN W"€TNC BY CFRTT'ED MAR,IYTT'.H WO M DAYS OF THE RECFA'T OF NIT (RCA) SUBGRADE DRAYHVDS. THE FEE COMM FDR THESE DRAWS€5 BASED UPON TAS LIWATI(N �"iHAE L3TY*BCH IS THE E.S'Np.'OF TWS AE°'IT:TE!JdT. R'IFR-Cl1HTiT WANT:s A SCALE: 1/4" = V-0" DETAIL — SLAB 0 N GRADE WRIER UM:TATO"O L NNUTY,FRA�:K A I.MP.`10 RA. WL NECOTAT:GIVE BASED UFS A I4mFR FEE BE.3�:H�HAPar"D FOR IFR AMWON L ASWPON OF LFP`TTY, FWN A.LWIARDO RA, ARWIECT HAS NO UAMTY TO PERSONS ---- — OTIR THEN THE CLIENT FOR W10M THESE DRAW Cn WERE PRCAARFD ANYONE PAGE NO. �I OTWR THAN FRAM!,A.LW'ARDO RA,AF^R1___CT'S CJEgT RELIES ON V-- DP.AWINM AT THEIR OM RIX __- _.>, _. . , - -- L. 53.67' v,R'ED ASC TOP OF ROOF EL. 53.67' TOP OF ROOF EL. 53.67' TOP OF ROOF E -° CEDAR SIDING NATURAL FINISH OVERHEAD GARAGE DR AS MANUF BY CLOPAY OR OTHER SELECTED bA FdEw .4d� BY OWNER WHITE FINISH - -AZ .�. AZEK 1 X 10 FRI ZE BD I _._._ DR REINFORCEMENT. ./. • =.�- -% � EK 1 X 10 FRIEZE BD ;" SPRUCE SPACE 16" W17 L ANK A.. LOMBARDO r SPRUCE SPACERS 16" O.C. BEHIN ALL F EI O.C. BEHIND ALL FREIZE BOARD N.Y.S. LICENSE NO. 15424 00 BOARD VVIIGR - - ___ ROUND ALUM. ROUND ALUM. 1 A GUTTER _--._.__ _____- - --- - GUTTER -— _ SUBMISSION LOG NO. DATE DESCRIPTION __. �__ ��-�� _ -��_-__T"M. • -- -�� 12/15/22 UPDATED DRAWINGS 3/2/22 GARAGE RELOCATION ; EXT. LT. STYLE) --� - E SPRUCE SPACERS HOUSE STERS 16" ❑❑ �❑❑ Fli ❑❑ �❑ �---� O.C. BEHIND ALL FREIZE TO BE CONFIRMED IN BOARD ��— j _TT�� CEDAR SIDING FIELD - 2' HIGH CURB _ l _ AZEK WINDOW CASING__ __._.... - - —---- NATURAL FINISH WALL AT END OF GARAGE n 3 1/2" & CRCSSHEA - DRIVEWAY --- -- - CEDAR SIDING 1 "--° --- I 5 1/2" -5_� "^�-_ NATURAL FINISH ' FROST FREE PERVIOUS STONE _- _ TOP 0 GARAGE _______ _ - ___ HOSE BIB DRIVEWAY _ ---'--- TOP 0 GARAGE SLAB L. 32' SLAB L. 32' '_ ^` APRON GRADE APRON --~ GRADE GRADL [111 -- - EL. 31.67' EL 31.67 EL. 3 .67 —— — _— ——————————————— —` — —— _ __� _�__._ __._ — ._. RADE SLOPES .1 1 -.•y, .>� ^r: .-'der.. -v.r•,.. .�zn^: ., - . . "its.-. .» _.... .. TOWARDS WEST ,..�-,�:,•�.;:::. �. A - GENCY _ FILE N I ( " 4 CONCRETE SLAB ON . BLDG DEPT. OUTLINE OF 8 CONCRET ` .•'. ..` ' : ::�• ,• .' •.� ` ••�� :. 4�1.:.:. ---• „ ( UNEXCAVATED I FOUNDATION WALL 6 STONE (RCA) SUBGRADE:,' :. "'`' :: ...`':-- I I DRIVEWAY APRON OUTLINE OF 8 CONCRETE 1 4" CONCRETE SLAB ON + I \...+•,. ,_. :. „ FOUNDATION WALL ^� 1 �.---OUTLINE OF 8 CONCRETE OUTLINE OF 2 X 2.' X 1'-2" I I I_I OUTLINE OF ( ,- „ 6" STONE (RCA) SUBGRADE ( 1 1 ______ _ _:. _ __ _ — 8 CONCRETE _ I �` I ( FOUNDATION WALL DEEP CONCRETE FOOTING FOUNDATION WALL OUTLINE OF 2' X 2' X 1'-2" L - - - _ _ _ _ _ _" _ ____ _ _ _- ____ _ __ __-__-- L L-) 1 ---------------------------------.� _ T ___________ ___________ ►:III_II ___-___-____________________ DEEP STEP DN. CONCRETE FOOTING I OUTLINE OF EXIST. ___ ______ _ __ _ __ OUTLINE OF EXIST. CONC. BLK RETAINING �-`-` I �"_--i---__`_`--`---•-'�"-'`�`"`-� CONC. BLK RETAINING A WALL IN BACKGROUND NORTH ELEVATION STEP DOWN A IN FOREGROUND- . _______________-. .•___._._ ___._.._. -_..__. _ L-_-J " = 1'-0" FOOTING N - 1 ---_ -_ SCALE: 1/4 " EAST ELEVATION (FACING WOODCLIFF DRIVE) WEST ELEVATION ,7 #4 BARS EA. WAY LLJ SCALE: 1/4" _ ,'-o" (FACING MATTITUCK CREEK) AT BOTTOM FOR REAR W SCALE: 1/4" = 1'-0" FOOTING CD > a RIDGE VENT CA 2" X 12" WD RIDGE (SEE DETAIL) RIDGE VENT CA TOP OF ROOF EL. 53.67' TOP OF ROOF EL. 53.67' TOP OF ROOF EL. 53.67' (SEE DETAIL) _ .. .,.. .. ...,_._.... .- 12 2" X 12" WD RIDGE 7.5 12 I HAND-SPLIT CEDAR ROOF I 'd 7.5 +I SHINGLES TO MATCH EXIST (HOUSE ROOF I 2" X " WD COLLAR ( _I (ALTERNATE - ASPHALT SHINGLES IE ® OC �--- BATT INSULATION NSULAT ON ACED 5/8" CDX SOLID SHEATHING U 5'•-1 1/4 " " " CEDAR BREATHER OR 1 X 6 __ WD COLLAR HDRS CONTINUOUS SPACER SLATS ~� 2::2" X 10" WD HEADER — —__.---.._.____. __ _ 2 X 6 ' { 2" X 2" WD RAFTERS __ - ---- TIE ® 4 OC UNDER RAFTERS 2" X 12" WD RAFTERS O I--- ® 16" OC No. 1 ® 16" OC No. 1 RAFTER SUPPORT: DOUG FIR LARCH __ �� i 4 X 4WD POST FROM 4" X 4" WD POST O O STL BEAM To u/s of W2 " " DOUG-FIR LARCH 2" X 10" WD HEADER R UND G TTER EK 1 X 10 FRIEZE BD 2 X 10 WD w AlUM 3" _ -- _ _ ----- -- r SPRUCE SPACERS 16" OPEN STORAGE SHELF JOISTS 16" OC 30# FELT 1 DOUG FIR _IROZE 'I I O.C. BEHIND ALL BOARD _ oc 3/4" PLYWD OVER " " - I "I W12X35 2: 2 X10 Lw ® EA. GUIDE RAIL _ ._.,.. I _.....__ _ ____ __. _____._�- A36 STEEL , - R VBEAM L,i ) a --- - - ------ ------ - -- I -- --------- --- -_ _ - _ ____ ____ _ _ ___ _ ____ _ _ _ _ _ _ _ _ VERSATEX CONT. - -- Ln FLAT FASCIA BOARD F--- -----------p f--,- __ __ _ _ -, -.____ ---- - 2: '2" X 10" W12 X 35 2 X 4 i _ HEADER BETW. EYP BD 3" ALUM. LEADER " " EXT. LT. (CARRIAGE I 2. 2 X 10" I I T _ 12,5�8 4 N HEADER BETW. A36 STEEL WD STUD HOUSE SNL ) GUIDE RAILS Z E I I i GUIDE RAILS BEAM `I ® 16 OC I _. ! I I I wt 12'-4 t 4" i e 2" X 4"®16"STUB OC O�: O -... 2" R1 , AZEK WINDOW CASINGD 3 1/ 3 3 1/2 & CROSSH r ; PAPER- _ I OUTLINE OF GARAGE � ( I ( I 3 1/2" R13 a FACED - -_______. DR IN FOREGROUND I ! PAPER FACED I TOP OF ARAGE ! INSULATION -` -� _'._. S B EL. 32' I TOP OF GARAGE I I ( I I INSULATION _ I - I SLAB EL. 32' I I 1 I I I GRADE v `' 1 1 I I I 1 1 fr ¢. .r. GRAD DE GRA EL 31.67 I " 1T1:i 1=1 SI TTI=�I-1T1=1T1- r ____ -----_-----_ „ ._ • L " 4 CONCRETE SLAB ON 1j=�I I-1 (E i iiI ISI 1-1 ( r. I�I I I-I,I I;III= I �� NE OF „ I I „ t6- 4" CONCRETE SLAB ONOUTL _ ___ _ _ _ _ _ _ _ __ _ _ _ _ _ _ ___ _ _- „ .6 STONE (RCA) SUBGRADE I I -)I I, I I ,:. I+► I I Ii 11=i' II_� OUNIDATION WALLONCRETEOUTLINE OF 2' WIDE' X 1'-2" OUTLINE OF 8" CONCRETEOUTLINE OF 8 CONCRETE 6" POLYETHELENE VAPOR BARRIER _ I 1FOUNDATION WALLSTONE (RCA) SUBGRADE J - -III--I I Imo"I DEEP CONCRETE FOOTING FOUNDATION WALL ( I 6" POLYETHELENE VAPOR BARRIER I � ________-_-___ _----_-__---- --_______ __________________ 5- ____ ___ ____ - ____-_ -----___________�li, _______________________________________ J---J —_------__--__--_--_-------______ __-----__---_—_--_ I ____ I -- I OUTLINE OF 2' WIDE X 1 -2 ,•.._,_•. DEEP CONCRETE FOOTING STEP DOWN �_.._..._ ________ _ ___ ____ _ -____-.-__ _J 1 _ FOOTING 450 -------------------------- ....__----- ------------------ STE FOOTING N 7 #4 BARS EA. WAY BEYOND AT BOTTOM FORFREAROOTING SOUTH ELEVATION A LONGITUNDINAL SECTION B CROSS SECTION SCALE: 1/4" = 1'-0" STEP DOWN° SCALE: 1/4" = 1'-0" — SCALE: 1/4" = 1'-0" FOOTING 45 FRANK A. LOMBARDO ARCHITECT RIDGE VENT CAP P.O. BOX 128 WESTHAMPTON. NY 11977-0128 tel.: 631-357-1438 E Mail : Fran kLombardo®yahoo.com HAND-SPLIT CEDAR ROOF SHINGLES TO MATCH EXIST HOUSE ROOF DRAWING TITLE ELEVATIONS, SECTIONS 30# FELT RIDGE VENT WINDOW SCHEDULE CAULKING II ' E \—FELT FOLDED BACK W1 ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW2442 - WHITE EXTERIOR FINISH, PRIMED WHITE INTERIOR FINISH DATE: 11 /27/22 ROUGH OPENING 2'-6 1/8" X 4'-4 7/8" 2: 2 X 10 WD HEADERS PROJECT NO.: © FRANK A. LOMBARDO ARCHITECT / / NO USE,r? N,CE'%OR DSWRATifA°t MAY BE MADE OF THS NAWNG,OR ITS VAS,cTOPTS. 01'HE INTA CS, CzUW, %r`,AS SO F H ERI �,,•� W2 ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW 2432 DWG. BY: FAL W M: Ra T� °'N�BtOF FRAE D,LO LFA R. A FORTH Nom'" WHITE EXTERIOR FINISH, PRIMED WHITE INTERIOR FINISH W.TNOUT MOR T�'TEN CONS�dT(Tr FR.Wd A.LONBh�'O,R.A.ARCMTECt. t WS DR14W%I5&SHALL RBATT THE PROPERTY OF FRAF.K A.LOMRVW R,A. ROUGH OPENING 2'-6 1/8- X 3'-4 7/8" 2: 2" X 8" WD HEADERS CHK BY FAL OR ERIM -Tip IN I AL IN ' 9TY AIRFLOW THRU GE DWG. NO. BAN.R',°A"„OR ANY CDF�TOUQdTUL DAMAT�S,IS LUTED TO THC ANCT!NT OF THE FEE PAI)FOR THESE DRAB THE RETENTION OR USE OF ANY PART OF THESE DRAW.''M LL CORMU E AN ACCEPTANCE OF THIS LIMITAMN OF M UTY. F IT IS MAMMA &TIE M"T WJS'T NOTT�'-Y FPAt�k4 A.LOM9ARC RA, Ia WPM BY CETITf<IFO MA",YAMN SEI+EN(7)DAYS OF THE REMPT OF TIVSC DRAMM TH!'FTE OIIAWD FOR IMSE ORANCS IS BASE)L�Tkd'W UWTAT114 � 2 Or LIABIUTY T IS TNS E :NCE OF THIS A{T?Tf.MLNT. IF THE CLIENT NAMS A RIDGE CAP VENT DE IL 1 MER UIItTAMON OF I.IfInTTY,FR.<NK A<LMB.kr'*RA, M.1 NEGOTIATE ONE BAS TTPiNd A HiIT&Tt FEE dG CHARiETT FOR THE A'�,',NT0,14 A "TI:'s?!OF NOT TO SCALE 2 MMM, FRANK A.LOMDARCO RA, APMTTrT HAS NO UAIMY TO PMS0% OTTER THAN THE CIENT FOR TSO 71 M4MGS PRTARM. AMC OTHEN THAR F tMK A.MAIM RA,AR:<>MILOrS WONT HIES ON THLT1: PAGE NO. DPAM, AT T DNN R1%. 77"W1 7 2 .. STRAPPING SPEC . DETAIL AT WINDOW HEAD r�� '�� �,� —MTS12 AT CRIPPLE STUDS MTS12 AT CRIPPLE STUDS WITH CROSSHEAD CORNICE 1. EACH CRIPPLE STUD TO DOUBLE TOP PLATES TO TOP PLATES & TO TOP PLATES & CEDAR SIDING 1 AND HEADIER AT WINDOW OPENING HEADER HEADER / 5/8" SHEETROCK fI USE MTS12 TWIST TRAP \A23 ANGLE& LSTA9 EACH 23 ANGLE& LSTA9 EACH # 15 BUILDING PAPER OVER (PAINTED) 1 1 4 16D END SIDE OF 4 16D END SIDE OF " PLYWOOD SHEATHING 2. EACH KING STUD TO DOUBLE TOP PLATES � � � � : ,a Flange - � . , 1842 ADJACENT TO HEADER CONNECTON NAILS EACH HEADER NAILS EACH HEADER ` " '` 1 X 4 PAINTED MDF ;'b' SIDE OF SIDE OF PAINTED WOOD CASING TO �F of WINDOW CASINCr---► �k 1� ww> MATCH EXISTING HOUSE USE SPH4 STUD TO PLATE CONNECTOR HEADER HEADER ` 1 X PAINTED WOOD i '�7 y y 3. EACH JACK; STUD TO HEADER CONNECTION USE 1 LSTA9 FLAT STRAP — - ',•a DOUBLE HUNG WINDOW UNIT EXTENSION JAMB AS 4. EACH KING STUD TO SILL PLATE CONNECTION KING STUD JACK STUD HDUB HOEDOWN — WITH EXTERIOR SCREEN (WHITE) USE 1 SP4 STUD TO PLATE CONNECTOR REQ'D AND LOCATED AS ANK A. LOMBARDO 5. EACH JACK; STUD TO SILL PLATE CONNECTION 516. SHOWN N.Y.S. LICENSE NO. 15424 = USE 1 SP4 STUD TO PLATE CONNECTOR DETAIL: WINDOW HEAD 6. SILL PLATE' TO FOUNDATION ANCHORAGE USE 2 1/2X6 THD W/ BP1/2-3 SUBMISSION LOG � 7. HEADER TO KING STUD CONNECTION PAINTED WOOD CASING TO NO. DATE DESCRIPTION USE 1 A23 CUP ANGLE WITH 4 16D E.N. MATCH EXISTING HOUSE 12/15/22 UPDATED DRAWINGS 8. WINDOW SILL TO JACK STUD CONNECTION 3/2/22 GARAGE RELOCATION 1 USE 1 A,23 CLIP ANGLE A23 ANGLE EACH SIDE HDU8 HOEDOWN CORNICES X PAINTED WOOD 5/8" SHEETROC EXTENSION JAMB AS OF WINDOW SILL (PAINTED) REQ'D AND LOCATED AS SHOWN WINDOW STRAPPING BARN DOOR R15 KRAFT FACED BATT STRAPPING 41°6" INSULATION 103 " PAINTED WOOD SILL WITH BULLNOSE # 15 BUILDING PAPER OVER % �" PLYWOOD CEDAR SIDIIJG DOUBLE HUNG WINDOW UNIT AGENCY FILE N O. SIMPSON STRONG–TIE WITH EXTERIOR SCREEN (WHITE) 1 X 4 PAINTED MDF LTP4 ON PLYWD SHEATHING Poo WINDOW CASING BLDG DEPT. FLR JOISTS ( SEE PLAN) DETAIL: WINDOW JAMB SIMPSON STRONG-TIE 2" X 12" WD RAFTERS LTP4 ON PLYWD SHEATHING �- I DOUBLE HUNG WINDOW UNIT H 516 WITH EXTERIOR SCREEN (WHITE) ~• SHIM AS REQUIRED " PAINTED WOOD SILL WITH 2: 2 X 4 WD BULLNOSE 14 • TOP PLATE DOUBLE WD TOP PL. INTERIOR MOLDING UNDER SILL (Tr'P.) L� • •• SEE MOLDING SCHEDULE kN 0 I SIMPSON STRONG–TIE •I' 10 1 X 4 PAINTED MDF ,i t3LOCKING AS REQUIRED • • PLATE TO RIM JOIST SIMPSON STRONG- wlNDow caslNG k DO NOT INSTALL OVER TIE FRAMING ANCHOR 2" X 4" WD STUDS 2916" 400 Series Tilt—Wash Q PLYWD SHEATHING MODEL H7 OR H2 ® 16" OC Double—Hung WindoV4 # 15 BUILDING PAPER OVER I 5/8" PLYWOOD SHEATHING WOOD APRON TO MATCH H7 i WINDOW CASING I 2 X 4 WD STUD Ir H 2 R15 KRAFT FACED BATT EXT. WALL ® 16" OC INSULATION (PAINTED)SHEETROCK Vertical Section (PAINTED) I .. DETAIL ITERAL TIE @PLATE EXT. WALL STRAPPING 400 Series Tilt—Wash Double—Hung Window CEDAR SIDING DETAIL ALTERNATIVE RAFTER TO STUD STRAPPING METHOD Q VERTICAL SECTION AT WINDOW HEAD C1 U U V ' DETAIL: WINDOW SILL// WD RIDGE BM 2" X 4" WD STUD U U vBEAM & STRAP 2" X 12" WD RAFTER EXT. WALL ® 16" OC g 3 " 3" 38" O �-}— F ° SOLE PLATE 2 3/8" EN o ° 2 ° DISTANCE O 0BFLR "0 4PLYWD SU o SIMPSON STRONG–TIE ° Ln / 3 H3 STRAP 26 1 O NAILS oo J ° W I 0 1 SIMPSON STONG-TIE � ° 0 MSTA36 STRAP .' 2: 2 X 4 WD TOP PL. 33 � • —WD RIM HDRS Mull Cover ;( 14 - 1 O NAIL ° SIMPSON STRONG TIE 02: 2" X 4" WD LSTA STRAP a TOP PLATE WD RAFTER BM 4 - 8d NAILS TO RAFTERS ° 4 - 8d NAILS TO TOP PLATES o 414" t .0 Horizontal Section DETAIL RIDGE / RAFTER CONNECTION DETAIL ROOF RAFTER / WALLS DETAIL EXT. WALL STRAPPING SEPARATE ROUGH OPENING DETAIL 41 7 1— '516" /X `7" LLc FRANK A. LOMBARDO O c Head Head q o ARCHITECT C P.O. BOX 128 s 1516" Q) — WESTHAMPTON. NY 11977-0128 O E tel.: 631-357-1438 Jamb 3516„ 3516" Jamb E Mail Fran kLombardo®verizon.net 0 GE :tlass 3516" C: 14„ Unit Dimension Width 14" DRAWING TITLE � Min. Rauh Opening Widt � + DOOR 8c WINDOW Sill D ETAI LS HORIZONTAL SECTION VERTICAL SECTION I DATE: 11 /27/22 - SFE NAY USPROJECT NO.: © FRANK ,OR LOMBARDO ARCHITECT TILT-WASH DOUBLE HUNG WINDOW DETAILS DWG. BY: FAL I !#7 S�.PROtNK;TI�dO !) tttTAT}i'#I BE OF DRAB,CR — HS VI COKVTPTS,DESS,SYETCHES5 1RgE1S. L19CATIONS.PR XRAHS SorTiWL REPORTS,OR OTHER INTANGIFT DUPEitA^,_ES,AS SET FORTH HJME YA HWI PRW MTPN WN-NT OF FRANK A.LOMBARDO,R.A.AROHTECT. THIS DRAWNG IS A WILL REMAIN TW PROPERTY OF FRANK A LOMA-0 R.A. CHK BY: FAL W UI O'FRANK A.LONRA?OO RA,ARCHiW,FOR EQRO`I'a DWG. NO. Ok'�S�XtS,a1 tiF(�K�N;E kESTA.T`sir,Bt PETt".�3A.INKS,�:a'ERTY DAVAGC,M ARY CMSMf'N€V'DAIMPRS,IS WIT1S TO THE)MOUNT OF THE DR PAD FOR ICON ITUTE AS TE RETENTTLkd THIS USF OF ANY PAIR LI THS � /I IF I T IS ACC PINE,TE AM ACCLTr)ST N TI RFR IK A.L Or u)RA,Y I O E R tS INfi£XX?"rAlff)K 1HE ClkTiT N+TST NOTIFY FRA�KC A tOAA3A°'TO RA, N WRITING BY CERIMED NAIL,NTTT♦:N SM(7)DAYS tr'DTT R'`CWT Or MST: 3 DPAN9?bM DE IU-CHAT M FOR THEX DRAYNGS IS BASKD UPON TIAS LIMITATION OF UI WKN IS TLS E NCE OF Tula'AfIITL nIT.. IF PIE RANT W+NS A R'70 U'.TRATICN TF UABRITY,FRANK A LOMBARDO PUT, W-L NEG"ATE ONE BASED LIM A H11 0 FEE BEINO CHARM FOR TIE 111I ASSUMPTION OF UABI ITY. FRANK A LWWD0 RA, AR-'kTECT HAS Ido LIAPUTY TO PEr"#k8S OTHER THAN THE MOT FOR WHOM VU DRA"OS 10N,PITEPAP . ANY PAGE NO. Z OTH9 THAN FRANK A IOMBAR'cH}RA,ARCMiECT S O'ENT W-ES ON D J DRAkIfiNOS AT VrR OWN fM SST MSTC40 STRAP AT SHEATHING SIDE OF HAND—SPLIT CEDAR ROOF �6` �VVILD ARC�'� SHINGLES TO MATCH EXIST 2" X 6" 2" X 4" DBL TOP PLATE HOUSE ROOF SOLID BLOCKING NAILED ® 3" OC. EA. KING STUD TO DBL TOP PLATE " I 2" X 12" WD RIDGE BEAM 5/8 CDX SOLID SHEATHING CEDAR BREATHER OR 1 X 6 a n ° ° ° ° ° ° ° nSPACER SLATS 3: 2" X 10" i�'I° „ nnnnn oaan 3: 2” X 10" E'bkar � WD HEADERo n o a a a . . a WD HEADER 2" X 12" WD RAFTERS I Ia •I n 1 I ° Ia n "0 Ia ® 16" OC No. 1 P ' o o a o a ----- ° , ; ------� DOUG—FIR LARCH --[HEAD = 1 I -- HEAD JAMB 9" R30 PAPER—FACEDFRANK A. LOMBARDO 5/8" CDX PLYWD ► ; ` , ° , BATT INSULATION 30# FELT V N.Y.S. LICENSE NO. 15424 SHEATHING I ° ° ° i BETWEEN RAFTERS SST MSTC40 STRAP AT - ° i FASTEN SHEATHING TO HEADER OPPOSITE SIDE FI ® ' n W/ 8d NAILS IN 3" GRID PATTERN SHEATHING I a n n ° I AS SHOWN SUBMISSION LOG n ° BEAD BOARD SOFFIT DBL 2" X 4" W NO. DATE DESCRIPTION � i nnn ° ann I BLOCKING ® PANEL 1 ° ° ° I FASTEN TOP PLATE TO HEADER W/ 2" X 4" OUTRIGGER JOINTS. I ° „ ' , a ° I 2 ROWS OF 16d SINKFFR NAILS 12/15/22 UPDATED DRAWINGS ® 3" OC TYP. FLASH INTO GUTTER 3/2/22 GARAGE RELOCATION JAMB�t a n o a o I ° I ROUND ALUM. GUTTER 8d NAILS ® 3" C f IN EACH PANEL DGE 1 n ° ° I AZEK 1 X 10 FASCIA BD kW/ 2 3/4" CORNICE 2" X 4" WD FRAMING & 5/8" COX 2: 2" X 10" a ° ® EA. GUIDE RAIL ° / i AZEK 1 X 10 FRIEZE BD N I ° ° ° ° ° i PLYWD SHEATHING. SECURE W 8d 2" X 6" WD n ° I NAILS ® 3" OC IN AL:. FRAMING. TYP. RAKEBOARD 7�" SPRUCE SPACERS 16" i O.C. BEHIND ALL FROZE ° ° I� eDDITIONAL JACK STUDS. SECURE W/ BOARD I n ° I 8d NAILS ® 6" OC n n a °O 0000ao 11 1 KING, 2 TRIM, 1 END TRIM °° 0 SST STHD14 EMBEDDED 1 ` ` ° I ® AGENCY FILE NO. IN CONCRETE. NAILED I . ° n I JAMB DIRECTLY TO FRAMING I •I n I Imo— BLDG DEPT. s k n k 10 5/8" DIA. X 14" L I 1.• ° ° •I• ! 2: 2" X 10" j OVERHEAD ROLL—UP— — — 1 1t— o ANCHOR BOLTS / 3" L1 •i" 2 X 6 TREATED PLATE I n n I HEADER BETW. GARAGE DOOR TRACK i ® 2" X 6" WD LOOKOUT X 3" X 1/4" S I I• , a a'I; I W ADDITIONAL DBL GUIDE RAILS WASHERS. MIN. / RAFTERS @ 24" OC BOLT EMBEDDME 4T ° ,I. I SILL PLATE n I 1 1/2, TYP. I I° n ° •I• ° I 1 1/2" TYP. ! I � a ° n n n •� I I ' n n ° ° n _ ° 11 I GARAGE SLA3 W GRADE OVERHEAD ROLL—UP ! i p I I p I .. II I a I I GARAGE DOOR P 101 .d 101 ( Q 1 1 4 1 1 I • Q. I Q @16" OCD T JD ® 16" OC a I > 1 WD SUBFLR ! (1/ I 6" R21 BATT INSULATION GABLE END WALL 2" X 4" WD STUD BEYOND fly —1 2" X 1 ® 16" OC N0. 1 G FIR LARCH 3 1/2" R15 BATT INSULATION I Q v STORAGE LOFT ! U O DBL 2" X 4" TOP PLATE I 5/8" GYP BD -- 1/2" PLYWD W/ 2" X 4" CASING FOR HOUNTING ! GARAGE DR HARDWARE Ln 2 DETAIL: GARAGE PORTAL WALLLo O OVERHEAD ROLL—UP N 000000 0 �— 00 0 ( GARAGE DOOR 0 2" X 4" HEAD JAMB 0i 0 —HEAD FLASHING (SET C GARAGE DR TRAC 0 FLASHING INTO SEALTANT) d 04" CONCRETE SLAB ON 0 GARAGE DR 5/4 X 6" TRIM 6" STONE (RCA) SUBGRADE I W/ 1 3/4" CROWN OUTLINE OF CONCRETE STEMWALL 3: 2" X 12" W IRIVEWAY APRON III HEADER OVER GARAGE DR STOP GARAGE DR FITTED W/ WEATHER— STRIPPED SEAL I ; 2" X 4" WD CASING C 5/8" DIA. X 14" LONG 2" X 4" PORTAL FRAME STUDS "'" ``=~`�' = ANCHOR BOLT W/ 3" X 4 a .- ., �• (SEE DETAIL THIS DRAWING) 3" X 1/4" SQUARE WASHER ° ° 4 ° f� "$'� �' '' ' '' - EXTERIOR LIGHT12" PLYWD a . .. CASING OR MOUNTING 4" 1. ARAGE DR CASING TIRM <> '�� ' . f a °Y t _ _ j=i I I I=I 1=III)=-(- il.I ISI I ISI I I i INSULATED GARAGE DR GARAGE DR HARDWARE 5/4 X 4" I - —�I—T�T-�� —�T I —1 I I--�I ( I—I I—I -I I F I I—III EI I E " " ' I,!III—III I I —I I I_I I I—i I I—III—I ° , . I 1 X 4 JAMB _III III III-111_I I I—III—III ; IIII 11-I I I� I I I II I ISI I ISI I I—I I Imo! ° GARAGE DR TRACK & ROLLERS .� GARAGE DR STOP -II� i FITTED W/ WEATHERSTRIPPED SEAL i�i 6" POLYETHELENE VAPOR BARRIER I ( I�) 11=III—III—I Q — 8" CONCRETE FOUNDATION WALL fGARAGE DR STOP I _ :_., .. ' , s III—III -II ' ( =III #5 HORIZO =1 I I®I Q ° ' I I� 24" O.C.. 1 DETAIL: GABLE END WALL & GARAGE HEADER3 DETAIL: GARAGE DOOR JAMB _I-III-- 4 -III —I ( I—I [ I I= FRANK A. LOMBARDO ; I—I I =III= ARCHITECT #5 VERT.® P.O. BOX 128 I- --III_ d I I1- 24" O.C.. WESTHAMPTON. NY 11977-0128 tel.: 631-357-1438 E Mail FrankLombardoOverizon.net !- _ •f ' III—II DRAWING TITLE GARAGE DETAILS ; —III—I I _ 2 X 2 X , -2" ; _ ° DEEP CONCRETE FOOTING �I l 111111 ° . II I IIIA .a _a �° I I I i DATE: 11 /27/22 © FRANK A. LOMBARDID ARCHITECT I 1 III I I—I I i—i � '- — I—I PROJECT NO.: NO USF,REPR(X LCMK OR OMMA70N MAY BE MADE OF THIS DRATA%OR € its VEE 11W..UTs."WS,SKHDU,MODUS,VEDFICATMS,PROMUS, DWG. BY: FAL S"APFREPO M OR OTHER INANGIR E IX11CIN ES,AS SET FORTH HE" VMCfUT PRIOR MTTLN WA OF FRAW A.LOURARV1%R.A.AP",CT. THIS DI01MG IS&9W11 REEF IN THE PR TY IF FRANK A LOMB I 0 R A. CHK BY: FAL I THE UWTY CF FRAW A LOMBAM RA,ARCti'.TECT,FOR ERR 4M DWG. NO. 0!''�OtdS,GR NE(XlGEbt(E RE3AT!'G 44 PI04=S,P(?IX�R1Y DAMAGE.IN AW CNSFOVENTIAT.D4s'P.(F.S IS LUTI-0 TO ME APktPJNT OF THE FTE PA!q FOR NEW WOW' THE RERNTEON W USF(F kNY POT OF MESF DfPAWIGS MILL CONSTITUTE AN AMPTA% O THS UWJAT1rN OF UARLITY. 4 WALL SECTION I'I7 ET(G EWIE,ME VH I SI_ NGTGY FRANK A L(AtBA IO RA A 1 0 4 I1 k�rNG�CCRTI([D 1144,�9Ik4N SEVETt(7)DAYS OF"T}!,'.Fd(11PT OF'TTS FA N'M TUE FLT:'IMAM"FOR TKSE DRA S IS BASED UNAa TITS ENITATM Cr IJARITY W"IS DIE ESS£tdTT OF TI4S AGR IFNT. IF Tit(TIENT gs'4i#Tr A H^;E1 UWTA7A OF UAFTAY,FRAM°A.LCOARED RA, WU N"=`ATC ON I BA "A RG sfm FEE BEING C ARM FOR TIF At"71NAL AI OF LIA.BPtfY. FRAN✓A.L ARDO RA. AF IFCT HAS W UWkITY TO PMSONS —. 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