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HomeMy WebLinkAbout49762-Z i *oe Sol&/ Town of Southold * * P.O. Box 1179 �oA 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46314 Date: 07/10/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2250 Beebe Dr Cutchogue, NY 11935 Sec/Block/Lot: 103.-3-9 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: '08/29/2023 Pursuant to which Building Permit No. 49762 and dated: 09/22/2023 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: Deck addition and door alteration to an existing single-family dwelling as applied for. The certificate is issued to: Thomas Galgano , Kathleen Galgano Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: PLUMBERS CERTIFICATION: Auth ri d S nature i �o�SUF ot,��o TOWN OF SOUTHOLD a BUILDING DEPARTMENT y TOWN CLERK'S OFFICE Wo • SOUTHOLD, NY y�ol 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##: 49762 Date: 9/22/2023 Permission is hereby granted to: Galgano, Thomas 94 Fifth St Garden City, NY 11530 To: Construct a,deck addition and door alteration to an existing single-family dwelling as applied for with approved letters that no permit is necessary from both DEC and Trustees. At premises located at: 2250 Beebe Dr, Cutchogue SCTM #473889 Sec/Block/Lot# 103.-3-9 Pursuant to application dated 8/29/2023 and approved by the Building Inspector. To expire on 3/23/2026. Fees: SINGLE FANULY DWELLING-ADDITION OR ALTERATION $484.80 CO-ADDITION TO DWELLING $50.00 Total: $534.80 Building Inspector �aOF SObTyo # # TOWN OF SOUTHOLD BUILDING DEPT. Como, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/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: • DATE Y INSPECTOR .s_ �,, . . t c_ � N L t s�R �. r ...--�- ,}` J Y ;a � rr f, � �� �.� i � � 3 �� �f'�� * T{ �+ _ � 1, IF ` �i t,�.. �.� •� �it, ta d � ' a �•" L iE1'r t� A S' 14 i •t�._ Vt ryyr� k7 Ilk i u � k GELD INSPECTION REPORT DATE COMMENTS rr�� '� FOUNDATION (IST) - --------------- .--- - — ---- --- on 3 --------- ----------- --------- -- - -- c! FOUNDATION (2ND) ' z 0 -- — — O cn ROUGH FRAMING& PLUMBING --- - -- _ � M INSULATION PER N.Y. - ---- -- -- — STATE ENERGY CODE FINAL ADDITIONAL COMMENTS V! , IV 31 - --- --- ------- ---- - o c� — ----- — ---- . z rn ►o d ro ��gUfFO( -roll TOWN OF SOUTHOLD—BUILDING DEPARTMENT i Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �y�oi �aa Telephone (631) 765-1802 Fax (631) 765-9502,https://www.southoldtownn.gov Date Received APPLICATION FOR BUILDING PERMIT J ���� For Office Use Only T-+ PERMIT NO. 1 / l// Building Inspector: S & AUG 2 g 2023 Applications and forms'must be filled out in their entirety. Incomplete BLTUMING DEFT applications'will not be accepted. Where the Applicant is not the owner,an TO" Owner's Authorization form(Page 2)shall be completed. Date:8/28/23 OWNER(S)OF PROPERTY: ' Name:Thomas Galgano SCTM# 1000-103-3-9 Project Address:2250 Beebe Dr, Cutchogue Phone#:516-770-2131 Emai7-Ltegalgano@aol.com Mailing Address:94 5th St, Garden City NY 11530 CONTACT PERSON: Name:AMP Architecture / Brooke Epperson / Doug Scharadin Mailing Address:PO Box 1521 Mattituck, N.Y._ 11952 Phone#:631-603-9092 Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:gnthony_Portillo Mailing Address:PO BOX , Mattituck, N.Y. 11952 Phone#:631-603-9092 Email:aportiIIo@am parch itect.corn CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION []New Structure MAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes MNo Will excess fill be removed from premises? ❑Yes MNo 1 PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes iRNo IF YES,PROVIDE A COPY. R 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 210.45 of the New York State Penal Law, Application Submitted By(print name):AM P Architecture @'Authorized Agent ❑Owner Signature of Applicant: Date: S/,Zq Is-3 STATE OF NEW YORK) SS: COUNTY OF c�(-.�,1V!Fa[K—Y r A J� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contractVabove named, (S)he is the Alien+ IJ (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform for 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 t�ewit � � r BARBARA H.TANDY Sworn before me this Notary Public,State Of New York t) No. 01 TA6086001 day of 20 a1 Qualified In Suffolk County Commisslon�tplras 0 �•$�•2Oa 7 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, olvi Ur �11c,+rhrci residing at 9 T 5 �� s7�'.( -r32��Es�! C)' f�T �l•S�a do hereby authorize AMP ARCHITECTURE to apply on my behalf MheTow.'q of Southold Building Department for approval as described herein. Owner's Sign u. Date o Print Owner's me 2 t ' Glenn Goldsmith,President �Q�so�f� Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President ;`O� ®lQ P.O.Box 1179 Eric'Sepenoski Southold,New York 11971 Liz Gillooly G' Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 16, 2023 Anthony Portillo AMP Architecture, PLLC P.O. Box 152 Mattituck, NY 11952 RE: THOMAS & KATHLEEN GALGANO , 2250 BEEBE DRIVE, CUTCHOGUE SCTM#: 1000-103-3-9 Dear Mr. Portillo: The Southold Town Board of Trustees reviewed your letter received.in'this office on April 11, 2023, and the site plan prepared by AMP Architecture LLC dated.Apri6 4,:2023, and'determined'that the proposed deck fora single-family residence-is out of the. Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter-111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. SILT FENCING WITH HAYS__ALES REQUIRED TO BE INSTALLED AT 100',FROM, THE.WETLANDS. Please'be advised, however, that no clearing, no removal of-Vegetation, no cut,or fill of land or removal of sod,,no construction, sedimentation,or disturbance,of any kind may take place within.100'landward'from"the:top of the bluff,or seaward of the'tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. Fl 2 It is your-responsibility to ensure that all necessary precautions are taken to,prevent any sedimeritatiori�or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area,which may result from your project. S,ucfi precautions may-include mi6tim; 'n dOZvafiiiu6rk area" between the tidal.wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Glenn Goldsmith, President Board of Trustees GG:dd NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Invlronmont®I Pormlto,Roglon 1 SUNY 0 Stony Brook,60 Circle Road,Stony Brook,NY 11790 P;(631)444-03661 F;(631)444-0360 wwwAmny,gov NO PERMIT NECESSARY 7/6/2023 Tom Galgano 2250 Beebe Drive Cutchogue, NY 11935 Re: Application# 1-4738-04958/00001 Galgano Property 2250 Beebe Drive, Cutchogue, NY 11935 SCTM# 1000-103-3-9 Dear Applicant: The Department of Environmental Conservation (DEC) has completed a review of your proposal to remove the existing paver patio and construct a 7737.7 SF wood deck. All proposed work is located greater than 75 feet from the Tidal Wetlands Boundary as per the plans prepared by Anthony M Portillo, Registered Architect, last revised 6/27/2023. Based on the information you submitted, DEC has determined that this type of work is listed in the Tidal Wetlands Land Use Regulations (6NYCRR Part 661.5) as a use not requiring a permit. Therefore, no permit is required under the Tidal Wetlands Act (Article 25) of the Environmental Conservation Law. Be advised, any additional work or modification to the project as described, may require DEC authorization. Please contact this office if such activities are contemplated. There are no fees associated with proposals that do not require a permit, therefore the check you submitted will be voided. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sin rely, Sherri Aicher Regional Permit Administrator cc: AMP Architecture BMHP File ,) A'IKWy0Hl( nentof f_�-�., UUYUbi4filY �rtYl�n�l7�ta1( ��- Co�rssrrvatlrrt NOTE: WETLANDS DELINEATION PERFORMED BY BARRON ENVIRONMENTAL, MAY 23, 2022 FIRM PANELS: 36103CO164H NOTE: DATE OF SURVEY UPDATE: JUNE 7, 2023 MAP EFFECTIVE DATE: 9/24/2009 FLOOD HAZARD ZONES:X / 0.2 PCT 1_1 -r---_ ANNUAL CHANCE FLOOD HAZARD AND I t 28�� N 77X 1.91 52'50"E FLOOD HAZARD ZONES:AE (EL 6) LOT 54 TM 318.75'P O B / 10 HEDGE XCL .84 a / =6 Oo 0.4D vm X �G 3 3.11 6. 5"1l 2 9.32 10. 6 10.52 r5 m L� J/ 1 4.3 06 ASPHALT X 164.8' 10.46 DRIVEWAY I 4-n I &/ 9.3 0.9 a az0 BLOCK O I � RETAIN. WALL� 8_51 28.3' O I C� I PAVER 1-STORY 1.191HOUSE C 1.97 SLATE III X� No. 2250 jo w 1.94 wooD waxwAY IN X DIRT STEPS � O LJ �I �k1 � -11 � o L 56 LOCK 6.1' 10.93 10.83 I o X AMP \ A. 6,72 x �_ au1N9_3 Ln 3 11.4 x x N tmj ODD 35 1 r9 CHIM. IJ 10.96 37.6' BULKHEAD 3.42 LOT 55 LX 9'78 CONC. 19.9 I d � 67.9' FLAG 2 6.23 PORCH PAVER GARAGE X PATIO &STEPS j 1 CONC. O FLOOD ZO E 2.79 I 4.83 STEPS 28.5�1 O O AE(EL 6) r�C�' . �'�� 39 X 8.09 X L J QpE` J D9-91 OOR 0?1.78 10.75 O �p l 173.2' OUTDOOR \ I O Q O 2.46 SHOWER 10.55x WALKWAY 1 28 3_54 wood STEP X x 10.044 10.72x . . 11.2 O G 1 22_87 66_05 10.2& C11 0 7 \ X X O 1.24 2 24 3_88 x 4-88 =X HEDGE BULKHEAD. / 1.01 X�_ 65 X 4.96 x 6.3.9 in 06 ui S77°49'30"W X420 LOT 56 323.70 I N IHOUSE 0 N 1.62 OctD NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 000.00 E M 0 RY ROAD SURVEY OF AERIAL LAND SURVEYING, D.P.C. NOTE: LOCATIONS AND EXISTENCE OF ANY SUBSURFACE UTILITIES AND/OR STRUCTURES NOT 53 PROBST DRIVE LOT 5 5 READILY VISIBLE, ARE NOT CERTIFIED. THE SHIRLEY, NY 11967 CERTIFICATIONS HEREON ARE NOT TRANSFERABLE. PHONE: 833-787-8393 MAP0� 4 E-MAIL: SURVEYS®AERIALLANDSURVEYING.COM COVE LOT WEBSITE: WWW.AERIALLANDSURVEYING.COM THIS SURVEY IS SUBJECT TO ANY EASEMENT OF RECORD AND ANY OTHER MOOSE C 0 Y E PERTINENT FACTS WHICH A TITLE SEARCH MIGHT DISCLOSE DISTRICT:1000 :009.000 BLOCK:03.00 SECTION:103.00 'UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF ARTICLE 134, FILED ON AUGUST 30, 1960 MAP/FILE NO.: 3230 SECTION 7209. SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW "Copies from the original of this survey map not marked with an original AS MAP N O. 3230 MAP OF: "Moose Cove at East Cutchogue, Town of Southold, of the land surveyors inked seal or his embossed seal shall not be „ considered a valid true copy." 'Certification Indicated hereon signify that SITUATE Suffolk County, New York this survey was prepared In accordance with the existing Code of Practice for Land Surveys adopted by the New York State Association of Profestonal Land Surveyors. Said certifications shall run only to the EAST C U TC H 0 G U E, TITLE NO.: CT22-00428-S cpersonomma for wham the survey to prepared, and a his behalf to the title company, governmental agency and lending Institution. Certifications are not transferable to additional Institutions or subsequent owners.' TOWN OF S 0 U TH 0 LD MAP FILED DATE: AUGUST 30, 1960 SUFFOLK COUNTY, NEW YORK LEGEND: COUNTY TAX MAP ID: 1000-103.00-03.00-009.000 TAX No. 1000-103.00-03.00-009.000 OVERHEAD UTILITY WIRES SITUATED AT: EAST CUTCHOGUE, TOWN OF SOUTHOLD � SCALE 1"=30' UTILITY POLE SUBDIVISION MAP LOT & BLOCK 'S: LOT 55 JUNE 28, 2022 w omas a ano & Kathleen M1 Galgano, husband EM m ELEC. METER an wl a AREA = 32,049 s ft. �o COPYRIGHT 202z SURVERALPYING. HEIL. ° 9 ® PROPANE TANK Chicago In e Insurance om an title AERIAL LAND SURVEYING. D.P.C. JOB NO.: 22-1218C 0.736 ac. ® WATER PUMP U DATE: FEBRUARY 9 2023 NOTE: WETLANDS DELINEATION PERFORMED BY BARRON ENVIRONMENTAL, MAY 23, 2022 FIRM PANELS: 36103CO164H DATE OF SURVEY UPDATE: JUNE 7, 2023 MAP EFFECTIVE DATE: 9 24 2009 SURVEY UPDATE: JULY 2, 2025 FLOOD HAZARD ZONES:X / 0.2 PCT Z ANNUAL CHANCE FLOOD HAZARD AND I 1.2s�/2.04 I N77X512'50"E FLOOD HAZARD ZONES:AE (EL 6) LOT 5 318.75'P.o.B. I I / z HEDGE �9�' % °D SHEo �8 Xc o.s r Z G,3 3..11 6.7151"!12.4' 32 10.26 � 0 , X I 4.34 164.$' ASPHALT go n I A-a/ 0 93 1 09 I '' BLOCK 8, O / O I RETAIN. W � 5 28.3' I I X 8.00 PAVER 1-STORY I 1.191 V 1-86 9 z 7.62 I I HOUSE Zo 1. 7 SLATE I X4.43 No. 2250 �26k `-1 94 WOOD WALKWAY X` I4 DIRT STEPS ODD X74 79 6.72 7.17X RETABLOAIiN. 6.1 1 10.8 I X O�7 AMP \ 4 X X WALL V 1 ODD .35 8 L3 CHIM. ilt 10,96 37.6' BULKHEAD I 67.9' 3 FLAG 2 6.23 LOT 55 SOD PORCH GARAGE X PAVER DECK k _ k STEPS j Q EO(!2 6) E �`� 2.79 I LANDING SAS o Sco TOOP do �_ I 0 83 A STEPS 28.5' L J O e��J�� \ 8.09 X 8 °'.13.6' 10.75 � L J L J 0 �P 2.46 I 173.2' PAVER \ I O G L PAVER 1.38 •54 WOOD WALKWAY ` O G1 X STEP X 1�4 1 .72X c 1 6 05 � 11.27 3 86 X 10. N 10.7 X X� BULKHEAD, II�1.01 X X X HEDGE R X� �- X 4_96 X 6.39 S77a49'30"W X LOT 56 �- 323.70' N 1.177 I HOUSE N 1.62 io OIL NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 0� . E M 0 RY ROAD SURVEY OF AERIAL LAND SURVEYING, D.P.C. NOTE: LOCATIONS AND EXISTENCE OF ANY 53 PROBST DRIVE SUBSURFACE UTILITIES AND/OR STRUCTURES NOT LOT 5 5 READILY VISIBLE, ARE NOT CERTIFIED. THE SHIRLEY, NY 11967 CERTIFICATIONS HEREON ARE NOT TRANSFERABLE. ® 833-787-8393 E fC E �/] PHONE: SURVEYNG.COM MAP OF l�� lei L,C �/ � E-MAIL: SURVEYSOAERIALLANDSURVEYING.COM WEBSITE: WWW.AERIALLANDSURVEYING.COM THIS SURVEY IS SUBJECT TO ANY EASEMENT OF RECORD AND ANY OTHER MOOSE COVE PERTINENT FACTS WHICH A TITLE SEARCH MIGHT DISCLOSE V JUL 1 0 t 91 �� DISTRICT:1 000 LOT:009.000 BLOCK:03.00 SECTION:103.D0 •UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A 2025 1� UCENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF ARTICLE 134, MAP/FILE NO.: 3230 SECTION 7209, SUBDIVISION 2. OF THE NEW YORK STATE EDUCATION LAW FILED ON AUGUST 30, 1960 'Copies from the original of this survey map not marked with an original AS MAP N O. 3230 Building Department MAP OF: "Moose Cove at East Cutchogue, Town of Southold, of the land surveyors Inked seal or his embossed seal shall not be �� considered a valid true copy." 'Certification Indicated hereon signify that SITUATE Town of Southold Suffolk County, New York this survey was prepared In accordance with the existing Code of Practice for Land Surveys adapted by the New York State Association of Profesional Land Surveyors. Said certifications shall run only to the EAST C U TC H 0 G U E TITLE NO.• CT22-00428-S person for whom the survey Is prepared, and o his behalf to the title • company, governmental agency and lending Institution. Certifications are MAP FILED DATE: AUGUST 30, 1960 p not transferable to additional Institutions or subsequent owners.' TOWN V N OF S 0 U TH O L D S U FFO LK COUNTY, NEW YO R K LEGEND: COUNTY TAX MAP ID: 1000-103.00-03.00-009.000 TAX No. 1000-103.00-03.00-009.000 OVERHEAD UTILITY WIRES SITUATED AT: EAST CUTCHOGUE, TOWN OF SOUTHOLD SCALE 1"=30' CO-) UTILITY POLE SUBDIVISION MAP LOT & BLOCK 'S: LOT 55 0 omas a ano Kathleen a ano, husband ""_ AREA = 32,049 sq. ft. EM m ELEC. METER ''' an w1 e * Lti O COPYRIGHT 2022 RALPH HEIL. 0.736 ac. Ica O 1 e Insurance Company title AERIAL LAND SURVEYING, D.P.C. ® PROPANE TANK �- tare w - - JOB NO.: 22-1218D WATER PUMP U DATE: FEBRI 9 2023 'Ro O' d 51TE PLAN HATCH KEY: PROPOSED BUILDING ADDITION °""° WETLANDS AREA J i $ Q J co co FA QE <E)"" : Zi cc PROJECT LOCATION &SCOPE 06 At' IJJI �:6w -» �; �a•.v,g: `� �-• ., "!- ,. ,- .. 4._ � ,, , 4 ,. . SITE PLAN & ZONING DATA ° o ° :''' c4 SPECIAL INSPECTIONS N '-' IUD 14, .,,,•..,�,.a•..- --- r I00.0_' _ -_.._..._. �u „ + „ � ��''� .,. .•��°""�' �,� ' � GENERAL NOTES 'r' --m ,,y . Q� '. { STRUCTURAL DESIGN CHARTS Nt 'I' .'ice .,xp..:;.�-�'M' a.yfd,..tr,' ,t 1 •"`� i&. $ yR, ro. .4 .. �1++ ]I _ nn 11 ,� �. . :. }' t . - - , , + + �, . rn �. ol+ ' ' ' ' ''' ' ` : : :':': _ ._ _ _ }� �. �""a - O O® PROPOSED FOUNDATION PLAN + + + , + , + ++ + + , + + + +', , + , + , + + , + + + , ''j. , , �.-�� . �.,. � ,.: PROPOSED FIRST FLOOR PLAN +-,++++++.++++++++ + , , , , + , + + + + + , + , ��L .� + + , + + + + + : + � ��,.,• q• PROPOSED REAR ELEVATION + + + + + , - .+ , + ++ � �. } � „' . ! ° � DESIGN DETAILS _ °. . '' C++ e ,9� a eel , `..r*� '"'" i U i , , , + + + +' + ,..+ +j �. + + + + , + " ' + + + , , + , , ,' + + + + ++++++++++++++,+++++i+++t+++ + ""�+ , + „ ++ +' 1'+++++'+'+++++, .' ".w' SUBJECT PROPERTY +:+,+:++] ai.- + + + + , + , + , i+++++++*++++++++++'++'+++++++ +++++++++,+++,+ + + ' + + + ++++'+++' *++'++'+ + +++ ++' ++ Mom' >{°a ;. 4= 4 ] .- 1' - - - A " ! • ^ fig_ y+�y +i� EDGE OF WETLAND5 AS DELINEATED BY ,- `j 1++++++++++++++ r l '�' BARRON ENVIRONMENTAL MAY 23 2022 �' v + IL 1-- + + + + + 1 + i + h+-} + - - - - '' ' ' ' ' ' �+ + ,i+++++++'*+'+++++ + + + + + + ++ ' +++'' : ; + = + + + + LOCATION MAF- + + 1 1 50ALE: NITS cl WETLANDS AREA = 7,lOa S.F. FROJE�T 5 0FE : I PROFOSE DEGK AT REAR OF HOUSE WITH SIDE STAIR AND MAIN ' o STAIR 1=AG I NC WATER. DECK TO I NGLUDE STORAC E/OIL REFILL ACCESS UNDERNEATH. m - = I FRO.JEST DATA : FROM WETLANDS 1 PROJECT / ZONINO DATA ITAX MAP # 1000-105-03-OOCI ZONING DISTRICT R-40 NON-GONFORMINO 100' SETBACK 1 LOT AREA 0.756 AGRE5 FROM WETLANDS _ - _---- - � _ - - _ Cofo - DWELLING NO. Z1716; 10/28/10163 1 � FEMA FLOOD ZONES AE (EL.=6') 4 X to {, APPROVED AS NOTED Z WETLANDS DISTRICT - TRUSTEES NON-JURISDICTION LETTER w f 1 PROVIDED DATE: Z9 2-23 B.P. # 7 DECDISTRICT NO PERMIPROVIDEDD LETTER P Q t FEE�J3 •� BY: NOTIFY BUILDING DEPARTMENT AT w EXISTING SHED LOT COVERAGE 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: EXISTING PAVER PATIO TO BE REMOVED i I FOUNDATION-TWO REQUIRED a - - - - - - - I SOUTHOLD TOWN CODE 280-4 280-124 FOR POURED CONCRETE � PROPOSED WOOD DECK ROUGH-FRAMING&PLUMBING DESCRIPTION (FOOTPRINT) AREA % LOT INSULATION PROJECT: / LIMITS OF CLEARING, GRADING 8 GROUND COVERAGE DISTURBANCE TOTAL LOT AREA 32,o4a S.F. FINAL-CONSTRUCTION MUST TOTAL LOT AREA LANDWARDBE COMPLETE FOR C.O.OF 24a40 S.F. TOM GALGANO , EXIST. WETLANDS ALL CONSTRUCTION SHALL MEET THE GONG. i I EXISTING DWELLING 1668.7 S.F. 6.7% OF NEW DECK ADDITION STAIR I REQUIREMENTS OF THE CODES EXISTING OUTDOOR 1 j' EXISTING GONG. STEP $ STOOP 35.8 S.F. 0.1% YORK STATE. NOT RESPONSIBLE FOR SHOWER 51.4 EXISTING MASONRY CHIMNEY EXISTING FRONT GONG. PORCH 74.2 S.F. 0.5% DESIGN OR CONSTRUCTION ERRORS 1 N 1 EXISTING SHED 101.7 5.F. 0.4% 2250 BEEBE DRIVE CP EXISTING OUTDOOR SHOWER 55.5 S.F. 0.1% w Ex1sTIN� I-s7-oRY wD. FR.1 1 DWELLING CUTCHOGUE NY, 11935 w/ BASEMENT EXISTING REAR CONCRETE STAIR 154.0 S.F. D.6% EXIST. GONG. 12 2' F.F. EL.=5.31' (NAVD55) PROPOSED WOOD DECK 8 STAIRS 773.7 S.F. 5.1% STOOP d STEPS 23a 84 TOTAL AREA OF ALL STRUCTURES 2843.a S.F. 11.4% COMPLY WITH ALL CODES OF DRAWING TITLE: 1 5.61 - (ON LAND LANDWARD OF WETLANDS) NEW YORK STATE&TOWN CODES �24.4 I MAXIMUM LOT COVERAGE ALLOWED: 20% ' AS REQUIRED AND CONDITIONS 0~ PROJECT LOCATION &SCOPE IMPERVIOUS SURFACES LE55 THAN 5" FROM GRADE SOUTHOLD TO'N,'l 2M SITE PLAN & ZONING DATA 1 -= -- - EXIST. GONG. EXISTING ASPHALT DRIVEWAY 111-1.5 S.F. 4.5% �IIQ(DTa "'I �"�3GQQ���10 - 21.0 -- I PORCH jO TOTAL LOT COVERAGE INCLUDING No ?CI rq', Neck "OUTHOLDTaj,.ITRUSTEES STRUCTURES <a" FROM GRADE 316I.2 S.F. 15.a% --- O EXISTING ASPHALT �� r IsoUTHOLLDHPC PAGE: 1 DRIVEWAY / ZONING REGULATIONS MAIN DWELLING SCHD SOUTHOLI7 TOWN CODE 250-124 ■ OO'k I 1 u► - - /� I !�p O I EXIST. PROPOSED COMPLIES wI **NO DATE. 08/09/23 1 OF 3 -'- MIN. FRONT YARD 40.0' 37.6' 37.6' -�1 p 517°Oa'30 E (EXISTING) 100.00 MIN. 51DE YARD 15.0' 18.4' 0.4' YES SITE LAYOUT NOTES: MIN. COMBINED I. THIS IS AN ARCHITECTS SITE PLAN IS 35.01 42.8 42.8, YES SIDE YARDS SUBJECT TO VERIFICATION BY A LICENSED Cyr'=•° PJ�''C�`' SURVEYOR. THE INFORMATION ;• 4 !, REPRESENTED ON THI5 SITE PLAN 15 TO THE MIN. REAR YARD 50.0 23a.7 220.4 YES •y \3 J, ARCHITECT'S BEST OF KNOWLEDGE. EXISTING NON-CONFORMING SETBACK; NO PROPOSED WORK WITHIN FRONT YARD 2. 5URVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED JUNE 25, 2022 N\ AND PREPARED BY: (PIV " r AERIAL LAND SURVEYING, D.P.C. 53 PROBST DRIVE • 0� [� � PLAN}�I SHIRLEY, NY I la6-7 G I TE I- A `( TELEPHONE: (555) '751-83a3 50ALE: I" = 20'-O" NOTES 4 SFEG 1 9 GATI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY AE35RE Y I AT I O NS IT 15 THE CONTRACTORS RESPONSIBILITY TO KEEP THI5 CON5TRUGTION DOCUMENT BINDED 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = &75) UNLE55 THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT TOGETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTORS RE5PON515ILITY TO READ ALL NOTE5, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING .5UB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF a 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH COAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR Q 5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL K KIP5 (1000 LBS) GENERAL S. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD,AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT BLDG. BUILDING Q I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb",UNLESS (I) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/5Q. FT.,U.O.N. LLJ APPLICABLE BUILDING DEPARTMENT. �BM BEAM MANU. SPEG.'s MANUFACTURER'S SPEGIFICATION5 J co IS NECESSARY TO MATCH FLOOR HEIGHTS W EXISTING STRUCTURE.THE EXISTIN STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS B.O. BOTTOM OF MAX. MAXIMUM '� (h 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TEGO" OR OTHERWISE NOTED ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING a..r STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER,GLUED LAMINATED TIMBER, N BOT. BOTTOM MEGH. MEGHANIGAL <Q p � PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS,U.O.N. a)3. ALL WORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL GORES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN65 IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM O AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS _ _ RULES SPECIFIED IN 1.1 THROUGH I.B. UNTIL 151 TIER OF FRAMING 15 IN PLACE. G.J. 1 CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ig88 +� O 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, i C9 U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, '1. FOOTINGS TO BE POURED OCNGRETE OF SIZE SHOWN ON DRAWINGS. Z OF THE OWNERJBUILDER COL. COLUMN NYG BG NEW PORK CITY BUILDING CODE 1 a C N Oi INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 5. ANY OM155IONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS L SEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES,ETC. TO BE FILLED .p � -Y WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. CONT. [CONTINUOUS O.G. ON CENTER T U � SHALL BE CLARIFIED WITH THE ARGHITEGT/ENGINEER BEFORE PROGEEDIN6 5. MIN. HEADER TO BE (2) 2"xI0" UNLESS OTHERWI5E NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE p X N WITH THE WORK. -- p GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 0-003. DBL. DOUBLE OGG. f OCCUPANCY p O m - C9 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE q• ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING A&ENGY WHICH COMPLIES WITH THE -� O P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION c N O c UNLESS APPROVED BY THE ARGHITEGT/ENGINEER. DAYS OF 4,000 P.5.1., U.O.N. - - p DIM. DIMENSION Q a O 'T. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS O ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 12. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET P. GONG. POURED CONCRETE BEFORE THE START OF FRAMING ON PAGE 6-003. GENERALLY, SHEATHING IS OF I/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED II. CONC. SLABS TO REST ON MN. OF 6" FINE GRAVEL OR SAND WITH D.J. DECK JOISTS PL. PLATE ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER b. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENT5 WHEN APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS ngHERE SLAB ABUTS FRAMING. EA. EACH PLYWD. PLYWOOD q. DO NOT SCALE DRAWINGS,WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD 1-J0I5T5 SHALL MEET THE PROVISIONS OF A5TM V5055 ELEV. ELEVATION P.T. PRESSURE TREATED (WI 1 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 0-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (5) SQ. FT. CERTIFICATES,CERT. OF OCCUPANCY OR COMPLETION AND UL. APPROVAL DOCUMENT, THE 60VERNIN6 BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT REQ'D REQUIRED 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXIST. EXISTING II. THESE SET OF DRAWING5 ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. R1 RISER AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT !,-KITTEN PERMISSION FROM THE ARCHITECT. 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR � RM. ROOM T UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. USIN6 STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FNISH &RAVE. U 'X' 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 A5TM V5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE 1 R.R. ROOF RAFTER RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE GROSS BRACING AT JOISTS, 5TUD5,AND RAFTERS WHEN SPAN5 STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES 8 FAR STEEL U EXCEED '-O" AND AT EVERY 8'-O". GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENT5 AS OF 40°F AND FALLING, UNLE55 APPROVED BY ARGHITECT/ENGINEER. NO FLOOR AREA RATIO STL. 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFAGTURER'5 CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. m 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE F.A.V. FRESH AIR VENT S.V. SMART VENT W 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 0-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 1-I. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ■ TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ENGINEER. FF l�FINISHED FLOOR TBD TO BE DETERMINED RUBBISH, WASTE MATERIALS, TOOLS,ETC., GLEAN GLASS AND LEAVE WORK I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE A5 GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS - BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. I -- h 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL I'1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S GORE EVALUATION REPORT. F.J. FLOOR JOISTS THK. THICK U LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES Iq. UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A 0 I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T A5 PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. GENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, A5TM 03-1 SPECIFICATION FOR GYPSUM LATH, OR A5TM C"7q CONCRETE SLABS To HAVE bx6 10/10 WELDED WIRE REINFORCING. FRGE -� FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD THE SUB-GONTRAGTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. <<1 COMPLETION OF PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME TYP. TYPICAL �J AS PER PAGE 0-003. 1:7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 1611 WIDE x W I't. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF AN51/AHA A135.4 BASIC HARDBOARD OF DEEP 4 5'-0" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED ARCHITEOVENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T.' SPEGIFIE5 PRE55URE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. Q AGAINST ALL CLAIMS, DAMAGES,LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTINO EVERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD. GYPSUM BOARD V.I.F. i VERIFY IN FIELD 15 ATTRIBUTABLE TO BODILY INJURY,SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR I5 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN W/ WITH ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS, 5CREW5, FLASHING,ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (P5 1) CONSTRUCTION AND _ WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD.,SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOV, U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER WOOD CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR _ EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE HNGR HANGER ZR ZONING RESOLUTION BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A 21• LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. PARTY INDEMNIFIED HEREUNDER. A. WEYERHAEUSER TRUS JOIST 2.OE MIGROLLAM LVL HOR. HORIZONTAL B. 6EORCIA PACIFIC 2.OE G-P LAM LVL lb.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND 0. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK,FRAMING, NAILING, PLACING A. WEYERHAEU5ER TRU5 JOIST 2.2E PARALLAM PSL THE PROVI510N5 OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE 60VERNING BUILDING CODE, AUTHORIZATION OF THE ARGHITEOVENGINEER. AND ANY ADDITIONAL REQUIREMENT5 SET FORTH IN THE MANUFACTURER'S 1,8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF 50LID SAWN RAFTERS SHALL EVALUATION REPORT. PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.&A. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AIg4.1 CELLULOSIC WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGE5. SPECIFICATIONS,UNLESS NOTED OTHERWISE. lb.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIR.EMENT5 OF U.S. 22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (1`15- 1),THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. COPYRIGHT PROTECTION ACT OF I lqO (AWCPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 25. FOR NEW WALL5, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 0-005 4 0-004. THE FASTENING SCHEDULE 22.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/A5ME B 15.2.1 SQUARE AND N CONSTRUCTION;55TTD 10-qq AND 2015 566 HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE SHEATHING(ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). H CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FA5TENING Z I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2-2. LAG 5GREW5: LA6 SCREWS OR LA6 BOLTS SHALL COMPLY WITH AN51/ 2 FLOORS, STUD5 AND ROOF FRAMING SHALL BE PROVIDED. 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). ASME 515.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. O 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT cU INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 2.2.5. TRU55 METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN w WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END &RAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 DIRECTLY THE WEATHER SUBJECT TO SALT CORROSION COASTAL WALL w/STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. SECURE w/(2) I/2" 0ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® CLIMATIC OEOORAPHIC DE51ON CRITERIA TAE3LE R501.1 w EXIST. WALLS 4 12 LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL GONNEGTORS WHERE METAL PLATE OR STRAPPING SIZE AND I- 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORGIN6 (® MIN. I6" &AGE ARE SPECIFIED, MINIMUM ASTM A6531 STRUCTURAL QUALITY, ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS SHEATHING AND 51DIN6, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). &BADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL GROUND SNOW LOAD 25 LBS PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENT5 OF THE GOVERNING BUILDING CODE AND ANY AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S ALLOWABLE PROJECT: STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. BASIC WIND SPEED 150 MPH STRUCTURAL MEMBER DEFLECTION 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER IS w/6" R15E 4 w/(2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 22.5. NAIL5IGA NAILS SHALL DRIVEN FASTENERS: NAILS !SPIKE AND STAPLES.ARD EXPOSURE CATEGORY B TOM GALGARlO LOCATED IN UPPER THIRD OF ATTIC SPACE AID ATTACH TO EACH FAIR OF SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. FOR RAFTERS HAVING 5LOPE5 GREATER THEN 5/12 RAFTERS L/180 22.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES SEISMIC DESIGN CATEGORY B W/ NO FiN15HED CEILING ATTACHED TO RAFTERS DECK ADDITION MECHANICAL CONNECTIONS: SHALL MEET THE REQUIREMENTS OF THE &OVERNIN6 BUILDING CODE 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE INTERIOR WALLS 4 PARTITIONS 1. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE WEATHERING SEVERE H/180 '1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. MANUFACTURER'S GORE EVALUATION REPORTS. 16" WITHIN 4' OF EXTERIOR CORNERS. � :: FLOORS 4 PLASTERED CEILINGS L/360 22.-1. SCREWS: SCREWS SHALL COMPLY WITH AN5I/A5ME B 0.6.1 FROST LINE DEPTH 3-O 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED 8 WOODSGREWS (INCH SERIES). . SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED BY "SIMPSON" MANUFACTURER. ALL OTHER STRUCTURAL MEMBERS L/240 2250 BEEBE DRIVE TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER TERMITE MODERATE TO HEAVY OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES CUTCHOGUE, NY, 1.1935 PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL ICE BARRIER REQUIREDS EXTERIOR WALLS W/PLASTER OR STUCCO FINISH H/360 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF "1" IN CONCRETE/MASONRY LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY _ FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "51MP50N" EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' ON CENTER. 4. ALL MECHANICAL PROCEDURES CONNECTIONS SHALL A HOT DIPPED GALVANIZED y, IA I L I �, IO/STRAFE I NO La N I ND0N/�00R HEADER EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 GENERAL NOTES CODES AND REFERENCE STANDARD: 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER I� I� I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. STRUCTURAL DESIGN CHARTS STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER NOTATION: -- STATE ENERGY CONSERVATION CONSTRUCTION CODE. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED A - NUMBER OF Sd NAILS® EA. END OF STRAPPING(2018 WFGM,TABLE 3.-7,P. ISq);WHEN STRAPPING STi�UGTUR�tL DES I C N LOADS OVER 14 NAILS,USE 51MF50N C516 5TRAPPING (OR EQUAL). 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 7• VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY ' B - NUMBER OF SILL STUD5-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.238,P.2qU WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME ARCHITECT G - NUMBER OF FULL HEIGHT KING STUDS ® EA. 51ME OF HEADER(2015 WFGM,TABLE 5.250,P. 2q2; CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION ALTERNATE AS PER TABLE 3.23D,P. 2q3) USE LIVE LOAD DEAD LOAD PAGE: (AF4PA) AMERIGAN WOOD COUNCIL (ANC). .5. ALL CONNECTORS SPECIFIED AS A "51MP50N" TOP MOUNTED BEAM A D D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE HANGER SHALL BE ALLOWED TO BE 5U55TITUTED WITH A TOP MOUNTED (2015 WFGM,TABLE 3.1,P. Oct) EXTERIOR BALCONIES 40 psf 15 psf 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE BEAM HANGER ONLY ALONG WITH SPECIFICATIONS L15TED ABOVE. E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM,TABLE 3.22F,P. 288) PLUMBING GORE. G F -NUMBER OF 16d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) 0 EA. SIDE s 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE B (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 5,5,P. 141) DECKS 40 psf 15 psf %2 0 0 to!2" 0 0 MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. E PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC FASTEN I NO 5GHEDULE B CODE, NFPA-10 AND 2020 NEW YORK STATE ENERGY CONSERVATION F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42"9 10 psf 15 psf DATE: 08/09/23 2 OF 3 CONSTRUCTION GODS. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) � ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf SITE WORK NOTATION 1. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR ROUGH '�` B G D E F G ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf 2. VERIFY ALL 61VEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, OPNG SLEEPING ROOMS 30 psf 15 psf RECEIVE CLARIFICATION FROM ARCHITEGT/ENGINEER PRIOR TO PROCEEDING. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. STAIRS 40 psf 15 psf STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING ,� °✓�: `e SITE. STOCKPILE ALL EXCAVATED MATERIALS. GUARDRAILS AND HANDRAILS 200 psf 15 psf `' '°`'`h:'.: ;'• ` e 4 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS,TREE PROVIDE (2) 2 xl0 HDR (MIN.) U.O.N. 6 ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE (B) - REQUIRES SILL PLATES OF 2"xb" (MIN.) 12 psf FOR ATTIC FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 sf 8-0 12 2 5 4 4 4 p 15 psf FOR CATH. �, ^y 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. 10'-O" 14 2 4 5 5 5 a< ® � dP�*ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH FF 12'-0" 16 2 5 6 b b ASGE •7-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) OENERAL SNr�50L E I : 3 EXISTING TO BE DEMOLISHED � � NEW PARTIAL HEIGHT 8'-a" 8'-q" 8'-9" 8'-�i" 2'-9" - F `--`--`--1 WOOD FRAME (L.O. STL. WHEN APPLICABLE) �r - ------ --,� Q I EXISTING TO REMAIN _ _ _ _ IB IG I - IG IB SHIFT LOCATION OF DECK SUPPORT �,�/ _ I AS REO.b TO POUR ENTIRE PAD I'-y2° _q" 8'_OS/2° W NEW FOUNDATION WALL --- 1 I I - W j cc NEW WOOD FRAME (L.G. r _1 I 1 r -I FTC. WITHOUT DISTURBANCE TO 5TL. WHEN APPLICABLE) _ �� -� --- I EXIST.GONG. STAIR RETAINING WALL; m t� L r J F L_J L--J L-_J -2 L 7'J CONTACT ARCHITECT IF THIS NEW DN Q u4 NEW 525"x,125" T.J. SERVICE d VQ I (5) RI ® t 7.�5 Q a--' tV NEW I-HR FIRE RATED ® MIN. (2) 2"x4'I STRUCTURAL I� �0- LEVEL 2 WOLM. PSL DROPPED BM. �� GANTILEVERIN6 GREATER THAN 9" (4) Tr ® 14" •� Ln WOOD FRAME (L.G. STL. POST FOR 4 WALLS - 6) (MIN. (2) 2 x6 STRUCTURAL a- LC� x -w x _w p l PAST INDICATED POST. � WHEN APPLICABLE) - __ POST FOR 6"11WALLS), U.O.N. IQ -iz IB IB jz QI 0 NEW 2-HR FIRE RATED L z 4N tu z Q� O 5 +-� WOOD FRAME (L.G. STL. - 0.1 "1'-0" PROP. WOOD DECK r- p r � -110 S.F. O O CV z � WHEN APPLICABLE) L --- --- --- -- --- a- N L-J L-J L_J L-J h •� r 4NEA41 E EXIST. WINDOWS w/ CC IA F 62 NEW(2) 2"xl2" P.T. DROPPED BM. F �jz IA G X CV `LOOK PLAN NOTES O O'4 = 04 EN 60"x 10" GLASS O 4-J i o _ 0 NEW DNOUT5WIN6 DOORS;FINISH O O (D p IIQ �w 5 0 0 p) (4) RI a -7.b° H EXISTING WINDOWS � O m ate-+ � OFOUND 8 POSTS FOR WD. DECK: L STAIR (3) Tr ® 14' GONG. �'' CV IA 2 rn �I� 3 ®Z o X�z I' STAIR _ STAIR O 0 Cc6 4"x4" P.T. POST UPON 12"(P P. GONG. PIER UPON IS"x18"xl2" ( III Q z 0� Q z B� Q p Q 0- G DEEP P. GONG. PAD FT6. A5 PER DETAIL 2/A-101. T EXIST. A-101 CHIMNEY CHIMNEY IB FOUND t P05T5 FOR WD. DECK: 4"x4" P.T. P05T UPON 12"41 P. GONG. PIER UPON 24"x24"x12" DEEP P. GONG. PAD FT6. AS PER DETAIL 3/A-101. EXISTING V.LF. EXIST. (2) 2"x8"OUTDOOR HDR(MIN. SIZE) OR EXISTING n , IG FOUND POSTS FOR WD. DECK: SHOWER PROVIDE NEW OUTDOOR 7p HDR W O 4"xb" P.T. POST UPON 12"4) P. GONG. PIER UPON 50"x50"xI5" SHOWER O I DEEP P. GONG. PAD FT6. AS PER DETAIL 4/A-101. � �I FOR WOOD STAIRS ® GRADE: (L O2 4" THK. P. GONG. PAD &" WIDE x REOV LENGTH UPON EXIST. BASEMENT 6" GRAVEL UNDER 2"xl2" P.T. STAIR 5TRINOER5 EXISTING DINING EXISTING LIVING ROOM MAX. 16" O.G.,U.O.N. (MIN. 5 STRINGERS) U TYPICAL LEDGER BOARD ® EXT. DECK: n 1 O3 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS W 2. SECURED w/(2) 5/8" 0 x 5" LONG H.D. GAL. LAG BOLTS ® 161, O.G. 5. INSTALL H.D. 6ALV. JOIST HANGERS SY 'SIMPSON' (OR ■ EQUAL) 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING d BENT OVER TOP EDGE OF LEDGER BD. 5. SEE AL50 DETAIL 5/A-101. U � DOOR NOTE: PROPOSED FOUNDATION PLAN i ROFOSED FIRST FLOOR PLAN L � O I. INSTALL NEW FRENCH DOORS ON PROPOSED FIRST FLOOR PLAN INDICATED ON FLOOR PLAN 2.PLACE DOORS 4" MIN. FROM PERPENDICULAR SCALE: 1/5" = 1'-O" Q WALLS,U.O.N. SCALE: I/b" = I'-O" VJ 5.INSTALL AS PER MANU SPEC.'S n, 4.PROVIDE (2) 2"xIO" HDR.,U.O.N. W 5.SEE NAILING/STRAPPING CHART ON PACE 6-002 FOR ALL OTHER FRAMING ELEMENTS AROUND P.T. DOORS(TYP. FOR ALL) U.O.N. 5/4"x6" DECK BOARDS P.T. DECK JOISTS A5 STAIR 4 RAILING NOTE: NOTED ON PLANS O I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI d MIN. 10" Tr - RISERS SHALL BE CLOSED 5/4" x R 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL HEI04iT P.T. RISER NOT EXCEED THE SMALLEST BY MORE THAN J". 5. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6-5". 5/4"xb" P.T. " 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: DECK 80AR05 4.1. BETWEEN CLEAR HEIGHT d HANDRAILS: 56" MIN. 2"x BLOCKING ® EA. 4.2. BELOW HANDRAIL,RAIL ON ONE SIDE: 51.5' MIN. STRINGER TO MATCH SIZE 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2.7 MIN. - - - ---- .--- --- - _:_-- -. - " OF P.T. DECK JOISTS 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR OR MORE RISERS, AND WHERE SHOWN ON PLANS. --~•-_---~---• °---M-----------w °"-•--._-� ..---�-µ_.e----...w_.._,...__,..,__.- .._.__.._...,a""�.__._.___......_..-. ___.____... ___-._..._. XIST. OUTDOOR FASTEN STRINGER TO _ 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED SHOWER BLOCKING (MIN. b -- WALKING SURFACES LOCATED MORE THAN 50" ABOV= FASTENERS) FINISHED FLOOR OR GRADE, d WHERE SHOWN ON PLANS. {" ❑ rY "7. 42" HIGH GUARDRAIL b SPINDLE SPACING NOT TO (osi - ,�_A._ ALLOW PA55AOE OF A 4" (P SPHERE;56" HIGH , 2"x=' P.T. STRINGERS ® I6" HANDRAIL d SPINDLE SPACING NOT TO ALLOW 4" THK. x 5" WIDE x WIDTH PASSAGE OF A 4" SPHERE. OF STAIR P. GONG. PAD O.G. (MIN. 3 STRINGERS ® - Ln - 8. CSRIPPPASSA E RAIL AS PER GORE. EA. STAIRWAY) _-- - _-- i" - 9. RAILING TO BE WOOD. n 2"xb" P.T. BLOCK IN BETWEEN = > NOTE: - -- -m SOIL BEARING CAPACITY NOTE: EA. STRINGER. FASTENED TO X STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL Q ALL DECKING SHALL BE FASTENED \� �/ - m P. GONG. PAD w/ IQ/64" x w/COATEV DECKING SCREWS BY BEARING CAPACITY OF I.OTON/S.F. 5-1/2" CONCRETE SCREWS BY "DECK MATE" (OR EQUAL) "GALIBURN" (OR EQUAL) - MIN. BEARING CAPACITY OF 501L MUST BE VERIFIED BY A (5) SCREWS PER BLOCK O MIN. - V__FROPOSEP BELOW DECK 6EOTECHNIGAL ENGINEER, OR BY A TEST HOLE IDENTIFYING EXISTING 501L TYPES ON SITE AND THEIR ASSOCIATED GRADE GRADE STORAGE/OIL FILL ACCESS PRESUMPTIVE LOAD-SEARING VALUES. EXTERIOR MOOD STAIR DETAIL SCALE: I/a" = 1'-0" z A-101.00 SCALE: 5/4" = I'-O" 0 U W f� LU Q W Q u zw u_z@ r,z < Q �< xw � PROJECT: z N z N � - 0 -i� yy i ui � �w � wNO - o�y `"o�� _ TOM GALGANO - Ill ail O `� 1- O v= MAX. 4" BETWEEN EDGES m m Lu Q m m a 0 m I SQUARE BALUSTER DECK ADDITION } v- MAX. 4" BETWEEN EDGE ul S } U= MAX. 4" BETWEEN (S EDGES (STYLELE TO SELECT) d 0 OF 1-1/2" SOUARE BALUSTER p m O OF I-I/2" SQUARE BALUSTER p m (STYLE TO SELECT) (STYLE TO SELECT) SIMPSON H2.5A RAFTER TIE (OR EQUAL) NEW SIMPSON GALV. BG40 SIMPSON H2.5A RAFTER 51MP50N H2.5A RAFTER POST BASE (OR EQUAL) TIE (OR EQUAL) NEW SIW50N 6ALV. BC40 TIE (OR EQUAL) NEW SIMPSON GALV. BC4o 5/4"xb" P.T. DECK 2250 BEEBE DRIVE POST BASE (OR EQUAL) POST BASE (OR EQUAL) BOARDS CUTCHOGUE NY 11935 5/4"xb" P.T. DECK 5/4"xb" P.T. DECK > > BOARDS BOARDS PROP. wOLM. BM. As DRAWING TITLE: PROP. P.T. BM. AS PROP. P.T./WOLM. BM. Z NOTED ON PLANS PROPOSED FOUNDATION PLAN NOTED ON PLANS AS NOTED ON PLANS P.T. D.J. AS PROPOSED FLOOR PLAN PER PLAN NEW SIMPSON GALV. AG6 P.T. D.J. AS NEW 51MPSON 6ALV. AG4 P.T. D.J. AS NEW SIMPSON 6ALV. AG4 P05T GAP (OR EQUAL) PROPOSED REAR ELEVATION PER PLAN POST GAP (OR EQUAL) PER PLAN OR ACb POST GAP (OR EQUAL), AS REO.'D BY DESIGN D ETA I LS PROP. BEAM. WIDTH EXTERIOR SHEATHING AS PER SECTION NOTES ' SIDING MATERIAL AS PAGE: PER SECTION NOTES NEW SIMP50N GALV. BUILDING PAPER d HOUSE WRAP NEW SIMPSON 6ALV. NEW SIMPSON 6ALV. ABU46Z POST BASE �� TO FULLY OVERLAP FLASHING A-.L03`".m00 ABU44Z P05T BASE ABU44Z POST BASE (OR EQUAL) tV 4"xb" P.T. POST EXIST. STUD WALL (OR EQUAL) (OR EQUAL) _ 4"x4" P.T. POST GRADE "Z" FLASHING 5/4"xb" P.T. DECKING N 4"x4" P.T. POST cV 71 11 GRADE ° GRADE 12"(P 'SONOTUBE' FILLED II N.O.N. ON PLAN/ DATE: 08 09 23 • ° 11 � GAP FOR SEGTION/DETAILS) SOLID w/P. GONG. U DRAINAGE / / 3 OF 3 12"(P 'SONOTUBE' FILLED ° jl 12"� 'SONOTUBE' FILLED ' , j1 (MIN. 4,000 P51) '1 p SOLID w/P. GONG. IJ SOLID w/P. GONG. lJ 91 11- - --- ---- --- - - (MIN. 4000 PSI) 9 11 Z (MIN. 4,000 P51) Ii p1, °11 II. II 1I, (2) #5 BENT 11 I O, I Oi NEW 50"x50"Ab" DEEP I REBAR m P. GONG. PAD FT6. 1 (3) #5 HOR. REBAR NEW 24"x24"x12" (MIN. 4p00 P51) ° ° °°1 I° METAL DTT DECK TENSION 1 I DEEP P. GONG. PAD 1 I 11 11 ° JOISTS AS PER PLAN FASTENED w/(2) FLASHING TIE BY 'SIMPSON' (OR ° °I (2) #5 BENT FT6. (MIN. 4,000 P51) ° I 1 ° (2) #5 BENT 11.11 • ' • 5/8" x 5" LONG HEAVY DUTY GAL. EQUAL) 11 ° II I I REBAR y 11 11 LA6 BOLTS ® I6" O.G. INTO MUD SILL # IS"xl8"xl2" DEEP P. GONG. II REBAR I 1 J L- LASHING P.T. DECK JOIST II ° c-JJ L T=�. NEW(4) #5 HOR. RIM SO.;WHEN ® FOUND. WALL FASTEN 1I g PAD FT6. (MIN. 4,000 P51) 11 I ---- = REBAR UPON (4) #5 ° w/(2) 5/8 O x 5" LONG APPROVED YFsr� a ° L_ ----i- __�° MASONRY ANCHORS ® 16" O.G. A5 PER PLAN F"-` 7 NEW (3) #5 HOR. HOR. REBAR(8 TOTAL) ---- --- -- REBAR UPON (5) #5 ° -- -�- �- a`-� ' �l ��y EXIST. FOUNDATION WALL '� HOR. REBAR (b TOTAL) ° 2 EXT. MOOD DEO< DETAIL (I 8 IIx 18 IIx 12 " FTO.) EXT. N00rO ) DECK DETAIL (241Ix24"x 12 " FTO.) q. EXT. HOOD DECK DETAIL (50 IIx5O"x I e>" FTO") 5 LEDOER 0ONNEOT I ON DETAIL A-101.00 5GALE: 5/4" = 1'-0" '°`-101.00 5GALE: 5/4" = I'-O" A-101.00 SCALE: 5/4" = I'-O" A-101.00 SCALE: I" = I'-O"