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HomeMy WebLinkAbout42541-Z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX: 631 765-9502onpey Soatholdtownny.gov PERMIT NO. L Clt Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 ..cow., Single&Separate_ A Truss Identification Form Storm-Water Assessment Form Contact / Approved ,20 Wav •1 Lto: I Disapproved a/c ... Phone Cs iration p Building Inspector 201 PLI C VFIO1'N FOR BUILDING PERMIT MAR 3Date March 30 2018 ._.......�............................._........�... ........... INSTRUCTIONS . .at 6za mpletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 setsM;6- tc p of ptau to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit d Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months_Thereafter,a new permit shall be required- 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,or 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 m building for necessary inspections. Si ture of applicant or name,if a�................................ � � PP corporation) 120 Harbor Lane,Massapequa Park NY 11762 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder _Q_Wrwr._._ ._. Name of owner of premises t�ELM—PR rY Laura G. Pelly+ (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No_ 1. Location of land on which proposed work will be done: 3275 N.RMMew Road,Southold NY 11971 ITmm ITmm ITmm IT House Number StreetITITITITITITITITITITITITITITITmm Hamlet County Tax Map No. 1000 Section � IBlock� _ Lot. Subdivision FiledMapNo. 71.-1-39 Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SecqpdgFy residence b. an Intended use and occupcy_acon(L kry esidence wI 3. Nature of work(check which applicable)e:New Building j Addition Alteration X Repair Removal—,.—Dernolition— Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units—Number of dwelling units on each floor—_ If garage,number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use... ...... 7. Dimensions of existing structures,if any: Front _Rear Depth........ ..................... of Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Height Number of Stories 9. Size of lot:Front —Rear Depth 10.Date of Purchase Jan 29,2016 Name of Former Owner uinn .......... 11.Zone or use district in which promises are situated .......... 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO X 13.Will lot be re-graded?YES—NO X Will excess fill be removed from premises?YES—NO X 120 Harbor Lane 14.Names of Owner of premises Vincent&Laura P811Y Address Massamuua Park.NY Phone No. 516 457-9599 Name of Architect Joe Bello Architect Address 11 a dway,Arri II h eNo 516 308- Z ................. Name of Contractor_,,,,,,,,,,—_Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO X IF YES,SD OLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO_X IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES—NO X *IF YES,PROVIDE A COPY. STATF,OF NE,W YO10Z) COUNTY 017' being duly sworn,deposes and says that(s)he is the applicant JJ au-nA, A (Name of individual sigrang con t)above named, (S)lfe is the CLA (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 knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. S�T)m44t�wfbrc,me this day of 20 <�?+RACE Y L. DWYER, 41 gignaturc of'Applicant NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPlRES,DUNE 30,2 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. __ 0 New Construction: _. Old or Pre-existing Building:��.._.�(check one) Location of Property .. ... c.-` 072 _.... House No. Street Hamlet Owner or Owners of Property Suffolk County Tax Map No 1000, Section Block ,....... Lot Subdivision .. _ _ Filed Map _ _ Lot: ...... - Permit No .... tl . ..m Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval:. Planning Board Approval: Request for: Temporary Certificate _ Final Certificate: (Chec one) Fee Submitted: $ ... plicant Sig�.. .....�.... a SsE�sai2s . A{2 541 -E 17'-3" Maintain Existing NEW. 36" HIGH HANDRAIL 8'-0" 4'-1 0" 4'-5" t ESTIMATED YEARS OF CONSTRUCTION: NEW. 2x4 TOP RAIL Rear Deck REAR DECK : 2018 NEW. 2x3 TOP AND BTM. NAILER. � NEW. 2x2 BALUSTERS SPACED AT ,:�-::. LESS THAN 4" PER N.Y.S. CODE GONG. STRINGER '-•- PAD TO BE PROP. t—1 101,7 5 I —EX. xlf0— S1 YP u I n nI I I I I °56 10 E 8—0 4'—10 4'-5- _ _ _ _ S7 `D + LO Ctii DN I —I— I —I— I 70 Ln , ITI 17-3" 1 NEW. 36" HIGH GUARD — — — — 1 NEW. 2x4 TOP RAIL — - - - - -- - - — — — — — — , MAINTAIN EX. NEW. 2x3 BTM. NAILER. - - _ - - _ EX. DUELLING I NEW.LESS THAN 4"2x2TERS PER N.Y.S. CODE I n 1 „ ��6 N� (661.8 S.F.) 17 7-5 7-8 9 EX. 6x6 POST ON 12" DIA. P.G. (1 I i M �� p 46.25 FOOTING 36 N M of 0 BELOW GRADE MIN. 1y0 5 w (TYP) NEW. DECK EX. C UIELLING IW 0 NEW. lx6 COMPOSITE Ll q (L DECKING (W 'Cuft I �'S' 4 + / 8 1 3 (L 0 0� � �,1 A-1 I X� I � tio� 11 SYS 5 46.0' cv E� J �,s I e 15 h 2 5Y55 EX. 60"X80" SL. DOORI>- EX. (2) 2x10 HDR 0 I g 9R S�00P 2 STEP I I �I� I 1a� - - — _ 4 — — — — — — — — -- 25'-0" ��Q�+ XO I A-1 I •I() °° I Q �y �? to 1 0 + z I NEW. DECK 1 0 'L� ��i� I I K' O CD NEW. 1 DECKING SITE S I c n i ' s I I CD 0 _T T_ � P 00 ON i tiGJo�s `o,• I I 345.00' r '' 1 66.41' NEWNEW. 36" HIGH GUARD � •. •. +�� 1 N 61°5 7'S 0"W NEW. 2x3 BTM. IL '01 2x4 TOP NAILER � - - - - - - I N 61°12'5 0"W69.05 �' NEW. 2x2 BALUSTERS SPACED AT o I x�, l��'p` I - \ „ I ; LESS THAN 4 PER N.Y.S. CODE j T 10' 2y" 7_8 NEW. 36" HIGH HANDRAIL I �,� I fi 5-7y I ^ NORTH BAY VIEW ROAD NEW. 2x4 TOP RAIL �� I ��, I I NEW. 2x3 BTM. NAILER ''�:{'::' I I �I r���✓+� EX. fox6� POST 00 CED AT ��I I Ty' m '1e4 ON 12" DIA. P.G. `9� NEW.LESS THAN 4'TERS PER N.Y.S. CODE + I I @ c �6 A " 7 \ I <D O,V� FOOTING 36 �,, 1 Plot � ian BELOW GRADE MIN. I I ZONING ANALYSIS TOWN OF SOUTHOLD I s A-1 3275 North Ba view Road Southhold NY c� 1 NGJc (TYP) I SCALE : 1" =20'-0" y DISTRICT. R-40 2 Deck Plan '�' I EX. (2) 2x10 P.T._ —— SUFFOLK COUNTY TAX MAP WOOD CARD. (TYP) _ _ _ w A-1 �� _ � �� CONC. STRINGER — - - - - - - - - - - -- -- -- - -�-NO� 1000 - 071 - O1 - 39 SCALE : 1/4 - 1-0 L N 0 TOP RAIL PAD TO BE PROV. 1� 1� cv <u�R ISSUE REQUIRED/ PERMITTED MAINTAIN EXISTING 9" 7'-9" 8'-0/2" 7'-8y" 9" _ Ca 0 LOT AREA 40,000 SO. FT. 18,407.8 SO. FT. (NO CHANGE) LOT COVERAGE 20.0% = 3,681.6 SO. FT. 7.2Z = 1,333.9 S.F.- DWELLING 3.6Z = 661.8 S.F.- DECK 25—0" m 0.490 = 69.0 S.F.- STOOP 11.2% = 2,064.7 S.F.- TOTAL LOT WIDTH 150.0 FT. 135.46 FT. (EXISTING) ' \ LOT DEPTH 175.0 FT. 165.26 FT. (EXISTING) s Deck Foundation Plan BALUSTERS 2x P.T. LEDGER BOARD BOTTOM RAIL FRONT YARD 50.0 FT. 50.5 Fr. TO NORTH BAY VIEW RD. (EXISTING) A-1 „ _ ,- „ SEE PLAN FOR SIZE POST SIDE YARD MIN. 15.0 FT. 16.0 FT TO DWELLING SCALE : 1/4 1 0 0 „ 1'11 BALUSTERS INFILL MUST ( ) (EXISTING) ,// NEW. 36 HIGH GUARD tl NOT ALLOW PASSAGE SIDE YARD AGG. 35.0 FT. 62.0 FT. (EXISTING) ' NEW. DECK NEW. 2x4 TOP RAIL — LU528Z J015T HANGER „ NEW. 2x3 TOP AND BTM. NAILER °/' IN5TALL U51N6 IOD COMMON 4 SPHERE MIN. REAR YARD 50.0 FT 30.9 FT (TO DECK) NEW. 2x2 BALUSTERS SPACED AT NAILS MAX. HEIGHT 35.0 FT. 6.1 FT (TO DECK) -� LESS THAN 4" PER N.Y.S. CODE 6X6 P05T - — 2x P.T. JOISTS STAIR RAIL MOUNT BRACKETS NUMBER OF STORIES 2.5 STORIES N/A NEW. Ix6 �" / 0 5EE PLAN FOR 51ZE TOP RAIL GROSS FLOOR AREA 1,333.9 S.F. 1ST FLOOR COMPOSITE m 661.8 S. DECK DECKING o ABA66Z P05T POST BALUSTERS F. 69.0 S.F. STOOP / BASE H/ I" 5TANDOFF 2,064.7 S.F. TOTAL X� J015T TO LEDGER BOTTOM RAIL ;/x EX. C2) 2x10 P.T. o IN5TALL U51NC 8-IOD NAILS CONCRETE 50NOTUBE N.T.S. INFO. TAKEN FROM SURVEY PREPARED BY /,- - EX. 2x8 P.T. LEDGER BD. WOOD GIRD. 0 — — — N PAUL W. WERLER, L.S. NYS LIC. 049875 on January6, 2016 ,,;% WITH JOIST HANGERS. LEX. 2x8 P.T. _ (TYP) I / MIN. 36" BELOW GRADE HOLD-DOWN DEVICE MIN 150LB. / BOLTS TO BE D.J. 19 16" O.G. _ ,� 21 `� '�= P/, EX. 6x6 POST ON 12 DIA. P.C. r --cp CAPACITY AT 4 LOCATIONS, EVENLY PROVIDED (TYP) (WITH CONTINUOUS �p FOOTING 36" BELOW GRADE MIN. - 'm u- STRUCTURE LEGALIZATION NOTES DISTRIBUTED ALONG DECK AND ONE �// BLOCKING) I THREADED ROD EMBEDDED MINEJ WITHIN 24" OF EACH END OF THE ''- / (TYP) INTO P.G. 5ONOTUBE MIN 12" 2x P.T.GIRDER Q ' �' a< AND BOLTED TO P05T BA5E I SEE PLAN FOR 517E TRIANGULAR SPACE ul Z 1)THE PURPOSE OF THESE DRAWINGS ARE TO MAINTAIN AN EXISTING LEDGER. HOLD DOWN DEVICES /, CONDITION. SHALL FULLY ENGAGE DECK JOIST -�' • ° UNDER SHOE RAIL MUST NOT PER HOLD-DOWN MANUFACTURER. /�' -, �`:•: X• GRADE pp ALLOW PASSAGE OP 6" SPHERE 0 Q O W 2)ALL PLUMBING TO COMPLY WITH STATE AND LOCAL CODES. \ \ P05T TO CONCRETE Q t-S Z 3) ALL ELECTRICAL WORK TO BE DONE BY A LICENSED ELECTRICIAN ;,/.://: i,./, i,,,.,,//. ,,;,\\ ,i. �` ,• /Y/>\;\ \i; ;i /i, _ /, /\/\ P05T BASE N.T.5. (2)J"DIAMETER BALUSTERS INFILL MUST NOT THE ELECTRICIAN TO PROVIDE THE HOMEOWNER WITH AN UPDATE z' THROUGH-BOLTS ALLOW PASSAGE OF 4 SPHERE ELECTRICAL APPROVAL CERTIFICATE AT THE COMPLETION OF THE JOB. WITH NIA54ER5 4)DIMENSIONS HAVE PRECEDENCE OVER SCALE. A5 PER R311.-I5.1 — 5)ALL CONCRETE TO BE 3500 P.S.I. \\ \\ -73/4" MAX. RISER HEIGHT 6)ALL LUMBER IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED I 1)ALL WORK TO BE DONE IN ACCORDANCE WITH THE NEW YORK STATE 3 Section 6 Deck Stra in Details A5 PER R311.75.3 3/4" — 1Y4" NOSING PROJECTION AS PER R311...5.2 UNIFORM FIRE PREVENTION AND BUILDING GORE. A-1 �— NOTCH P05T 10 MIN. TREAD DEPTH 8)THESE PLANS REPRESENT EXISTING CONDITIONS AS BEST COULD BE A-1 SCALE : 1/4" = P-0" Not To Scale DETERMINED BY VISUAL INSPECTION. 9)THESE PLANS ARE NOT TO BE USED FOR FUTURE CONSTRUCTION NEW. 36" HIGH GUARD 54" MIN 7 Handrail / Guard Details PROJECTS OR LEGALIZATIONS. NEW. 2x4 TOP RAIL NEU1. DECK J1 10)THESE PLANS ARE NOT TO BE USED FOR HOME INSPECTION PURPOSES NEW. 2x3 TOP AND BTM. NAILER. bxb P05T - AND DO NOT VALIDATE ANY CONSTRUCTION MEANS OR METHODS. NEW. 2x2 BALUSTERS SPACED AT Not To Scale LESS THAN 4" PER N.Y.S. CODE P05T TO GIRDER U PROFESSIONAL :TEAL N.TS. a Private Residence I .. When a registered design professional has stamped and signed this page(blue ink), � I u they are attesting that to the best of his/her knowledge,belief,and professional judgement, 2x P.T.J015T5 such plans and/orspecifications are in compliance with the latest new york state building 3275 North Bay View Road Southold,New York 5EE PLAN FOR SIZE code.it is a violation of the law for any person,unless acting under the direction of a EX. (2) 2x10 P.T. WOOD GRD. AND DIRECTION licensed architect,to alter an item in any way.If an item bearing the seal of an architect is (TYP) - 0 altered,the altering architect shall affix to his item the seal and the notation"altered by" followed by his signature and the date of such alteration,and a specific description of the DTT2Z HOLDOWN c Joe Bello Architect PC EX. 6x6 POST ON 12" DIA. P.G. j _ o i pa alteration. FOOTING 36" BELOW GRADE MIN. INSTALL U51NG 6-SD I- 0 (TYP) _ / NAILS TO J015T5 AND 0 ED A 11 Broadway Suite 3 Amityville.NY 11701 3-#10 NAILS TO GIRDER ER Rcy 516-308-4646 P 516-813-0924 F �. 5� M � 2x P.T. GIRDERJB@Joebelloarchitects.com JB@Joebelloarchitects.com EX. GRADE EX. GRADE 0 0 5EE PLAN FOR 51ZE O BCD www joebelloarchitects.com • 0 x REVISIONS: DATE: DRAWING 4 Elevation J015T TO BEAM * 1 N.T.S. A-1 SCALE : 1/4" = F-0" U U U U a �,9 C �32670 Q A_A U rFOP N" DRAWN FILE: SCALE: 18081 A$ NOTED �S SITE PLAN HATCH KEY: rLIENDrriENT I �� PROPOSED BUILDING ADDITION / I ® PROPOSED ACCESSORY STRUCTUREE < LLY C� ) 1 ILI] e - PROPOSED 2ND STORY Lu Lu J co M S70o PROP. 4'H POOL 60 _ o ENCLOSURE 0 ' FENCE L � Z PROP. 8FT MIA X a •� `U ^ d. _ 4FT DEEP DW FOR ,Pal v..I � 2 x � CV POOL BAGKWA5H CONSTRUCTION OF A NEVI I NC ROUND POOL AND RAISED PATIO O 0 0 t - ' 20 5U8.JEGT PROPERTY _c 0 m 4-) cz : Q a O i EXIST.1 \' POOL c ID N,�N• 0 �T �A 7 A Q) GRAVEL Ig__ ---- , %EXIST : PROP. 4'H POOL ENGLOENGE PROJECT / ZONINO DATA 52 2 TAX MAP #L U • _ ,r� , .r � ,4T�1 - PROP. SELF PAVED -- `0 ZONING DISTRICT R-40 / NG W ' �� AT PROP. 3'X8' Gl_OSI NC LATE �' . � ID�' - EXIST. m WOOD G j�/ / 3.5' ENCLOSURE LOT AREA 0.4 ACRES 4-) W WD, D GRAVEL I K uj IL Q W/ POOL Gofa - DWELLING DECK #ZIIbg3; Oa/20/23 STEPS DOWN / 46.3' N ~ n_ a� ,� / EQUIP. / Q 2 p _ VARIANCE APPROVAL #7121; 07/2cf/2024 5 _4 � 15 O / FEMA FLOOD ZONE NA P,, m EXI ST. I Sr _ w 0 l0 2' �? / 0) 20 ORY - � FLOOR AREAS PER SOUTHOLD TOWN CODE, SECTION (280-4): '- / ji 0 Plz'`�M� DWELLING U� m Lo EXISTINS EXISTING L_OGATI CN MAP CONDITIONED GR055 AREA AREA SCALE: NTS Q 5A5EM_=NT AREA 623 S.F. 0 S.F. l PORCH 4e L 14.2' FIRST FLOOR AREA 1,334 S.F. 1334 S.F. cam 1/ OPEN BRZWY. W/ / PA(5E <E" � Q' �/(/� �✓9 SECOND FLOOR AREA O S.F. O S.F. SELF GLO51 NG U� �QQQ GATE. FILED rY J .� AREA TOTALS I,a57 S.F. 1334 S.F. L/-OO I .00 PROJECT LOCATION & SCOPE UNDER SEP APP. PROPOSED PROPOSED SITE PLAN & ZONING DATA CONDITIONED GROSS 2 3 ____ AREA AREA 2 �� BASEMENT AREA 623 S.F. O S.F. Z4''� , T S�� 8' FIRST FLOOR AREA I,334 S.F. I,ci08 S.F. C� OO2 .00 GENERAL NOTES /o/ ` ; �� I ENERGY TABLE c ____ ��� , ' _ R SECOND FLOOR AREA 0 S.F. O S.F. STRUCTURAL DESIGN CHARTS ENGL05URE W/ AREA TOTALS__ILI,�i57 S.F. I,�i08 S.F. SELF CLO51 NG PROPOSED FOUNDATION PLAN 26 - - co � GATE �- I ®� .00 0* \ / LOT COVERAGE -- - 6 \ GRAVE\ / SOUTHOLD TOWN CODE (280-124) I 6 WELL L �/ LOT �t- O�j•QO PROPOSED FIRST FLOOR PLAN 6St/, DRIVEWAY / DESCRIPTION (FOOTPRINT) AREA COVERAGE 8FT MIA X 8FT TOTAL LOT AREA 18,410.0 S.F. . EXISTINS MAIN HOUSE 1,330.2 S.F. 7.23b PROPOSED EXTERIOR ELEVATIONS \ EXISTING WOOD DECK 737.3 S.F. 4.0% / Ory EXISTI1tO FRONT PORCH '75.�i S.F. i� 0.495 w tea"/ \`O$' /0 PROPOSED GARAGE (FILED SEP) 0 \ / Q PROP05EP BREEZEWAY (FILED 5EP) 56.0 S.F. 0.330 -,�Q ,OO BUILDING SECTIONS PROPOSED PATIO i bg3A S.F. 5.890 \® PROPOSED FOOL 465.0 S.F. 2.590 SITE LAYOUT NOTES: 26 FROP05ED POOL EQUIPMENT 24.0 S.F. 0.1% I w v � � -�{-Q •QQ a I. THIS IS AN ARCHITECT'S SITE PLAN � IS 3 •�~ TOTAL AREA OF ALL STRUCTURES 3a58.3 S.F. 21.590 DESIGN DETAILS �. '• ,�5 � SUBJECT TO VERIFICATION BY A LICENSED �S SURVEYOR. THE INFORMATION 00� ® MAXIMUM L OV E-7QLL 2030 \. t REPRESENTED ON THI5 51TE PLAN 15 TO THE ^ ZBA AMENDED LOT COVERAGE OF 22% APPROVED #-1921 PROJECT: ARCHITECT'S BEST OF KNOWLEDGE. 2. SURVEY INFORMATION WAS OBTAINED T ZONING REGULATIONS MAIN BUILDING `;�;; �� ,^ •�.0 P E L LY FROM A SURVEY DATED JUKE 14TH, 2023 Cf AND PREPARED BY: SOUTHOLD TOWN GORE (280-124) ��``'QkSo R ES I D E N C E YOUNG ASSOCIATES ��n'�\ 400 OSTRANDER AVENUE EXIST. PROPOSED COMPLIES RIVERHEAD, N.Y. I1a01 TELEPHONE: (631) 12'1-2303 MIN. FRONT YARD 35.0' 5O.a' 50.61' YES 3275 NORTH BAYVIEW RD. MIN. SIDE YARD 10.0' 15.8' 10.5' YES SOUTHOLD N.Y. 11971 MIN. COMBINED 25.0' S6.4' 26.3' YES S I T� PLAN SIDE YARDS DRAWING TITLE: R MIN. REAR YARD 55.0' 3q.0' 55.0' YES 5GALE: 1" = 15'-0" PROJECT LOCATION & SCOPE 8" THICK REINFORCED CONCRETE COVER; IF PLACED UNDER DR E DRIVEWAY 24" DIAMETER INLET AINAG CALCULATIONS MAXIMUM HEIGHT 35.0' 22.3' 22.3' YES COVER TO BE TRAFFIC BEARING SLAB ORATE # FRAME; IF ZONING DATA PLACED UNDER DRIVEWAY GRASS SHOULDER AREA OR ORATE TO BE CAST IRON NEW IMPERVIOUS SURFACE AREA; 655 S.F. ACCESSORY STRUCTURE REQUIREMENTS DEFINED SURFACE COVER PROPOSED GARAGE 8 BREEZEWAY SOUTHOLD TOWN GODS (280-124) PAGE: NEW IMPERVIOUS SURFACE AREA; 1,368 S.F. ---- ---- - _ PROPOSED RA15ED PATIO STORAGE VOLUME REQUIRED EXIST. PROPOSED COMPLIES �z ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 337.2 G.F. G-001m00 (2 RAINFALL EVENT x ROOF COVERAGE) ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ N Q -1 I I=I III- STORAGE PROVIDED PER VERTICAL FOOT MAXIMUM HEIGHT 18.0 O.O 4.0 YES ° ° [1 El El El ❑ El El OF 8'm DRYWELL DEPTH 42.2 G.F. MINIMUM SIDE YARD 5.0' 0.0' 10.0' YES 8. -III TOTAL DRYWELL DEPTH REQUIRED s -- -I -- 0 FT. (VOL. REQ'.D / VOL. PROV. PER FT DEPTH) DATE: 01/30/25 J. OF 7 PROVIDE (1) 54) x 8' DEEP DRYWELL FOR RAINWATER RUNOFF MINIMUM REAR YARD 5.0' 0.0' 10.01 YES PRECAST GONG. PROVIDE (1) 5'0 x 4' DEEP DRYWELL FOR POOL BACKWASH MAX. 5RUARE FOOTAGE 1000 0.0 S.F. 24.0 S.F. YES (SROUND LEACHING RING. SEE S.F. WATER CALCULATIONS ON SITE PLAN FOR REOV DRAINAGE SYSTEM INSTALLATION NOTES: , ,� EFFECTIVE DEPTH 2-O�1 DIAMETER AS . A MINIMUM 10' SEPARATION 15 REOUIRED BETWEEN DRYWELL5 4 5OUTHOLD TOWN GORE 250-207 (A)(1) 2-O MIN. PER SITE PLAN MIN. WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC GLEAN SAND s GRAVEL FILL COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS, OTHER LOT SIZE / AREA IN ALLOWABLE TOTAL DRYWELLS, 18,410.0 S.F. 8,410.0 S.F. AND THE EDGE OF ALL FOUNDATION WALLS EXGE55 OF 10 000 S.F. GFA GFA C� � �•�, ,J` • A MINIMUM 5' SEPARATION 15 REQUIRED BETWEEN DRYWELLS 8 (b) LOTS CONTAINING UP TO 5,550 S.F. PROPERTY LINES .{ • A MINIMUM 2O' SEPARATION IS REQUIRED BETWEEN DRYWELLS AND 20,000 S.F. MAX. BURIED PROPANE FUEL TANKS. ALLOWABLE S.F. / PLUS • A MINIMUM 2' VERTICAL SEPARATION IS REOUIRED BETWEEN THE 12.516 OF EXGE55 LOT 2,100.0 S.F. 1,051.5 S.F. 5,151.5 S.F. I,Q08 S.F. BOTTOM OF DRYWELLS $ THE HIGHEST EXPECTED GROUNDWATER ELEVATION. AREA OVER 10,000 S.F. • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL OP HEVd�O L.! SEE AL50 DETAIL ON SHEET 0-001.00 17)RA I NAC I:ALGUL.AT I ON DR*NrNEL.L. 17)ETA I L_ 50ALE: 1" = 15'-0" GENERAL 5`'�50L <E`I' : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) 0 NEW WOOD FRAME (L,G. NEW FOUNDATION WALL J CD STL. WHEN APPLICABLE) // M MIN. (2) 2"x4" STRUCTURAL tU NEW I-HR FIRE RATED ® POST FOR 4" WALLS Lo WOOD FRAME (L.G. 5TL. (MIN. (2) 2"xb" STRUCTURAL WHEN APPLICABLE) POST FOR b" WALLS), U.O.N. O 0 NEW 2-HR FIRE RATER + _ WOOD FRAME (L.G. 5'rL. NEW PLUMBING WALL LO O N Z O WHEN APPLICABLE) CL •cu c X � (V O 4- 1 FOUNDATION FLAN NOTES - - - - - - - - � � m •� � q'-�2 I'f'-6„ - - - -2'-5y21 -I � N O c O16"x5" DEEP P. GONG. CONTINUOUS FOOTING. SEE NOTED DETAIL ORETAINING WALL: J I. SEE NOTED DETAILS 2.ALL HORZ.SURFACES SHALL BE PITCHED® 1:46 AWAY FROM BUILDING OPOOL CONCRETE WALL: I T I I -T 1- 1 1 NOT I N `r I. SEE NOTED DETAILS O EXTEND FOUNDATION WALL 45 RETAINING WALL: SCOPE OI= I. EXTEND 6ARA6E FOUNDATION WALL AS REQUIRED TO ACT AS WORIG 2 RETAINING WALL. I 2 OUNDATION L FOOTING TO BE STEPPE D AS NEEDED TO fY 2.F WAL ALIGN WITH POOL FOUNDATION FOOTING. P 6-O DEEP END X X A-aoI b v L I- I --I -L 1-1 -L 1- 1 -1 _ 0 ® ® ® A-`� 5 4-j m I A-401 I I I U ' I I c: 0 POOL TO HAVE VINYL •- FINISHAsk ;p N r PROP. POOL .t - - - - - - - - - - - - - - 465.0 SQ.FT. r - - - - - - - - - - - - -r - - - - - - - - - - - - - - - 6 Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - -� I in UP I I I I I I I I I EXIST. LIVING ROOM EXIST. 3-6 SHALLOW END =_ 364.3 SQ.FT. BEDROOM 15125 SOFT.IL II - - -{ NOT IN E = N � SCOPE OE - - - - I NOR< D _ EXIST. BATH I 0 z 40 5Q.FT. EXIST. CL 2q.4 - - - - - - - SQ.FT. O O O FURN. I 5 �1 � - - - - - - °` -J - - - - - - - - -- EXIST. MECH. / / \ � \ � � \ 4 w W.H. ROOM / \ \ / g 565.4 SOFT. 51 501LBEARINGGAPAGITYNOTE: - - - - - - - - - - - - - STRUCTURAL DEVON OF OF I O OON/555SUME5 A SOILBEARINO BEARING CAPACITY OF SOIL MUST BE: VERIFIED BY A E'P' OIL UNEXCAVATED 6EOTEGHNICAL ENGINEER, OR BY A TEST HOLE IDENTIFYING WATER I / EXI5TIN6 SOIL TYPES ON SITE AND THEIR A550GIATED O SOLUTION / / / PROJECT: PRESUMPTIVE LOAD-BEARIN6 VALUES. ® / \ / / / PELLY POURED CONCRETE AND STEEL REINf°ORCEMENT NOTES: - - - - - - - - - - - - - - - RESIDENCE I D E N C E I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTIN65. 2. IF KATER THE POUR 5ITE HALL REMAIN DRY FOR ENTIRETY OF FOUR. CONTACT ARCHITECT D MURINO FOURINO OF CONC., EXCAVATION SHALL BE THERN D / / / O / / / 3275 NORTH BAYVIEW RD. WATER ENCOUNTERED. ` / / S 0 UT H 0 L D, N.Y. 11971 5. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. 4. ALL FOUNDATION WORK SHALL BIE 4,000 PSI POURED CONCRETE AT 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 GORE. DRAWING TITLE: / / 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL ASTMA615 GRADE 60. �I LED UNDER MM FOR SLABS DO NOT NEED 70 BE COATED. / / SEPARATE PROPOSED FOUNDATION PLAN 6. U.O.N., REBAR LAPS SHALL BE A 'MIN. OF 40 DIAMET'ER5. ALL LAPS SHALL BE 5TAOOERED. / APPL I GATT ON 'I. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, COVERAGES, AND PLUMBNESS. 5. CEMENT SHALL CONFORM TO A51-M 0-55 FOR STANDARD WEIGHT CONCRETE. GONGETE - GOLD WEATHER POURING 4 GONGRETE MIXTURE / A-102mOOI. THESE SPECIFICATIONS H ALL APPLY FOR THE POURING OF CONCRETE IN TEMPERATURES � � UNDER 45° F IF THAT TEMPERATURE HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR \ \ / MORE. 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. \ \ DATE: 01/30/25 3 OF 7 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL CONFORM TO AGI 506. 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND /SURFACES. FROZEN \ \ GROUND MAY BE REMOVED OR HEATED TO TEMPERATURES WITHIN 10* F OF CONCRETE. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. REMOVE AS REOV. 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE PERMITTED WHEN NECESSARY. 0" r,,,SRED -i. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55° F OR HIGHER AND SHALL BE WITHIN EYN410° F OF CONCRETE TEMPERATURE.5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURIN6. • � 11. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE PERMITTED TO BE ADDED 7 TO CONCRETE MIXTURE AS PER AGI 506 (A5TM 0444./0494M, TYPES G AND E). 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL AREAS EXCEED ONE ��},l 4 Q� SQUARE INCH. �7 C, �I �I PLAN I k � 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXF05EM TO REPEATED FREEZING I O O✓ � O U I `�� T I O I `4 �J.. I `� AND THAWING UNTIL CONCRETE HAS REACHED A COMPRESSIVE STRENGTH OF 500 P51.12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. l S.F.3 ✓ GOND 1 TI ONE17 FLOOR AREA; 0 S.F. OROSS FLOOR AREA SCALE: 1/4" = I'-iO" OE I `DER/Al— 5 I �50k— F I : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. Q WHEN APPLICABLE) EXISTING TO REMAIN LLI NEW WOOD FRAME (L.O. r NEW FOUNDATION WALL J cc STL. WHEN APPLICABLE) CM NEW I-HR FIRE RATED ElMIN. (2) 2"x4" 5TRUGTURAL WOOD FRAME (L.5. 57L. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O O '— POST FOR 6" WALLS), U.O.N. — 0 NEW 2-HR FIRE RATED WOOD FRAME (L.O. 5TL. i NEW PLUMBING WALL N Z O WHEN APPLICABLE) a, � V) c 2 X D tV FLOOR PLAN NOTES c � O 0 '4 Cfl d OGUARDRAIL NOTE: a'-�2" 20'-O" C O cu I. 6UARDRAIL5 SHALL BE PROVIDED FOR OPEN-51DED 10 15-10 3-4 WALKING SURFACES LOCATED MORE THAN 30 ABOVE Q FINISHED FLOOR OR GRADE, b WHERE SHOWN ON PLANS. 2. 36" HIGH GUARDRAIL t SPINDLE SPACING NOT TO ALLOW PA55AGE OF A 4" N SPHERE;36" HIGH 0 HANDRAIL. 3. GRIPPABLE RAIL AS PER CODE. 4. RAILING TO MATCH ADJACENT DECK. NOT IN EXIST. SCOPE OF DN WORK 6-0" DEEP END U • - EXIST. WOOD W DECK I '751.5 SOFT. U c POOL TO — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -� HAVE V I NYL } _ • — FINISH .0 < (/1 N Wi AML 465.0 SO FT. d I G� DN j I REF. EXIST. CL PAN. 3'-6" 5HALLOW END BEDROOM 165.150.FT. EXIST. LIVING ROOM 542.1 SOFT. W p EXIST. NOT IN EXIST. C, © WINDOW WELL lu 50OPt�E OF KITCHEN WOizK 555.2 50.FT. EXIST. O 00 BATH100 I 7 — 7 o EXIST. OBATH I \ / I p O DW PROP. PAVER. / ry POOL PATIO / Z 0 w EXIST. _ 0 BEDROOM C� D / 146.4 SQ.FT. Iry EXIST. DINING ROOM NOT IN SCOPE OF l � w EXI5T. FRONT WORK PORCH 2 GA '70.11 5QFT. / F RAGE I EAD / PROJECT: SEPARATELY / NOT IN , PELLY / S WORK RESIDENCE / RESIDENCE L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3275 NORTH BAYVIEW RD. SOUTHOLD, N.Y. 11971 DRAWING TITLE: PROPOSED FIRST FLOOR PLAN ` \ / PAG E: A-10 3mOO / DATE: 01/30/25 4 0 F 7 �Ca EW L s y�� OF FROF05E 7) F I R5T FLOOR PLAN SCALE: 1/4" = P-0" ELEVATION NOTES I PROPOSED RETAINING WALL: ALLOWABLE HOT. PER PYRAMID LAW a O I. PROP05ED RETAINING WALL ABOVE 6RADE. H.O. TO 5ELEOT FINISH ON EXPOSED WALL Lu O PROPOSED RAILING: I. PROVIDE NEW RAILING A5 PER PLAN NOTE J cu O3 PROPOSED INOROUND POOL: / I. LINE OF INOROUND POOL O 'L � O C (V z O Ca Lr) -�C c x N O O O +� ' -c 0 4-J c cu Q or- W NOT IN 5GOPE OF WORK -�-J 70 U • - U � _ - - 4-J m FILED UNDER 5EPARATE U APPL I G6TI ON IF711 : Lj ILI Q • i --- QD II II i I I I li NOT IN I I SCOPE OF 10.5r WORK TO PROP. LINE PROP. GONG. RETAINING WALL b POOL PATIO - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NORTH ELEVATION (REAR) SCALE: 1/4" = 1'-0" z w 0 >U W Li.i N Q PROJECT: PELLY RESIDENCE 3275 NORTH BAYVIEW RD. - - NOT I N SOUTHOLD, N.Y. 11971 5GOPE OF WORK DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS PAGE: F I LED UNDER SEPAR,47E � ® ■ APPL I GATI ON OO 'v I" vii I" DATE: 01/30/25 5 OF 7 2 55.51 TO PROP. AVG. 6RD L - LINE loec . O q Cy ELE� . +24.0 L _Z L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---�- - I I L - - --J- - r - - - - - - - -r - - - - - - - - - - - - - - - - - - - - - - - - - m(6 L - - - - - - L - - - - - - - J- - - - - - - - - - - - - - - - - - \ n aa� �OQ� - - - - - - - - - - - - - - - - - - - - - - - - , FIvE� \ � I I EA5T ELEVATION (R15HT SIDE) SOALE: 1/4" = P-O" a PROVIDE 5TRAPPIN6 E NAILING Q PROVIDE 3" (MINJ GONG. COVER AS PER CONNECTION 'E' IN 0 OF ALL REBAR WITHIN P. GONG. 'TYPICAL NAILING/STRAPPING LLl FOUND. WALLS # P. GONG. FT6'5. REQUIREMENTS FOR UPLIFT, LLl SHEAR, # LATERAL RESISTANCE" J cu ON PAGE 6-003 ® EA. STUD. M NEW (2) 2"xb" P.T. SILL PLATES Q 4" P. GONG. SLAB UPON SILL SEAL UPON COPPER O Lo TERMITE SHIELD .- 6"xb"-IOxlO W.W.M. BETWEEN NEW 5/5"(P HOOKED ANCHOR 0 CENTER d UPPER # OF SLAB BOLTS w/3" SQUARE WASHER 8 , >: (9 SECURED IN PLACE DURING POUR ENDNUT;SPAGIN6 AS INDICATED L '--' ON 6-005 O (u z 0 6 MIL POLY ASPHALTIC DAMP a .O Lr) MOISTURE RETARDER PROOFING TO EXTERIOR � G X N _c 0 W .�...� y J � ) GRADE �' LY N co 41 GRAVEL BASE�� I II 8 I I 1 1 114 J__ #4 HOOKED VERT. REBAR w 48 O.G. All X II. #4 HOR. CONT. REBAR ® TOP d BOTTOM OF WALL (2 TOTALJ P. GONG. FOUND I WALL Ile —� (MIN. 4,00_0 PSI) I . —O— ° jl.a° to P. GONG. CONT. FT6. I (MIN. 4,000 PSI) 1 I i I I I - �°ll. a , I (5) #5 HOR. CONT. REBAR— G-JI U • — PROV. GLEAN I n COMPACT FILL W 1.1 4"I i U � FOUNDATION MALL DETAIL Q •- A-401.00 U) SCALE: 3/4" = I'-O" om (D HORIZONTAL REINFORCEMENT OF FOUNDATION WALLS PROVIDE STEPPED FOUNDATION WALLS 6'-0" OR GREATER IN HEIGHT WITH NEW #4 CONT. HOR. REBAR ADDITIONAL CONTINUOUS HORIZONTAL REINFORCEMENT AS FOLLOWS: ® TOP Q BOTTOM OF FOUND WALL (2 TOTAL) 6'-8": #4 REBAR ® BOTTOM, MIDDLE, $ TOP OF WALL (3 TOTAL) >81: #4 REBAR ® BOTTOM, MIDDLE THIRDS, d TOP OF WALL (4 TOTAL) NEW #4 VERT. REBAR ® 45" O.G. • .q ° d °. ° ° ° q ° 41 . d sl l°. ° .11 4 . e : GRADE I I ° b II A e . . II ° 4 PRE-FAB. RAILING w/REQUIREMENTS as ..II .. ° .:e d ° °° • 1. I I ; °. ° .. ° °4 °.q. AS PER PLAN. RAIL SHALL HAVE �1 ° ° ll °° lI ° CAPACITY TO RE515T 200 L55 OF II ° LATERAL LOAD. MATERIALS SHALL ° ° ' ° ° ll ° < q n° II a °4. BE ONE OF THE FOLLOWIN6: HOT. II ° < A. ° ' ;d `..ed '° '$ ° II DIPPED 6ALV., EPDXY PAINTED 5TL., °' II ° ad a ° 41 ° EPDXY PAINTED WROUGHT IRON. a° d °'I ° e. ° . °, o . 11 .e ° ° e °a I I a •. a. ' ° e I I ° n 4 Z ATTACHMENT AS _ PAVERS TO II .' <a II ,° y 1p ALIGN WITH °' a° °II :° ° n °'. n ° ° PER RAIL MANU. TOP OF 11 ° °° ° . , 4. ° . . I I e 4 a I I O fil CONCRETE II ° . A` °4 I I I I° ° STONE CAP a e q11 d°'° ° e ° e ll 4 " ,11 • < , I l ° 4 m HALL OR II e ° A. 4' q II II --a a- -- --a--a �I=====__-- NOTE! STONE lIn II ALL P. CONC. SHALL HALL CAP PROPOSED POOL II° ° °' ° ° gillP < ° ° °'.dl ° BE 4p00 PSI (MIN) RETAINING HALL 11 a IIII ...4 ° a ° II ° a. .° _ (U #4 REBAR \\/\\ \\ 11 ° . o ,; ----�#i==____,�._= (1) #4 ® TOP \ FOOTING °.e . a ..?I'e ° fO 3 I I1° g L 4 ° . °" ` .. . u e e n e Al c °_Ij AIJI_ #5 REBAR ® 36" O.G. �___- - __� �111----- -- '- d° V.I.F. NUMBER OF STEPS REQUIRED 4. ° ° ° °ll�' ° 111I ° ° - PROVIDE 3 MIN. GONG. COVER " GRADE 1 / / FILLCOM TED N II IIII ( ) 8 THK. P. ell II /\%\/ Z a n d II' ° \ \ FILL z ll 4 ==la ---=-===ll=== ° dJ W 8' 11 d II ° ° . q OF ALL REBAR WITHIN P. CONC. CONC. HALL IIII, I I FOUND. HALLS d P. CONC. FT6 5. 1I I I ' °_ a ° I I I I #5 BENT REBAR 11 I I ° V/\ \\ 0 ��-�_--_____ _= NEW #4 BENT VERT. REBAR ® 16" O.G. ® 36" O.G. _---- �-_ SIT .a9T ..d lJ .° Il°II IIII 11 4 e HOOKED BENEATH HORIZ. REBAR Z \ \ (1) #4 REBAR II JI 6: nIIII <°4 a All a ° CONT. ® BOTTOM )111 NEW I6 HIDE x 8 DEEP. P. CONC. - IIII. --------�_= STEPPED FTC. (MIN. 4p00 PSI) 24" WIDE x 12" I1 u / �L ° ° a. 11 a t� DEEP P. CONC. "L II SHAPED FT6. 1 a Q m a" 3" MIN. NEW #5 HOR. REBAR (3 TOTAL) l . • o MIN. (5) #5 HOR . ' •° REBAR ° ; PROJECT: �3" 5-4 PELLY RESIDENCE PRE-FAB. RAILING w/REQUIREMENTS 2 STEPPED FOUNDATION DETAIL ALT RETA I N I NO MALL DTL AS PER PLAN. RAIL SHALL HAVE CAPACITY TO RESIST 200 LB5 OF LATERAL LOAD. MATERIALS SHALL SCALE: 3/4" = I'-O" �`-401.00 SCALE: 3/4" = I'-O" BE ONE OF THE FOLLOWING: HOT. DIPPED 6ALV., EPDXY PAINTED STL., 3275 NORTH BAYVIEW RD. EPDXY PAINTED WROUGHT IRON. ATTACHMENT AS - SOUTHOLD, N.Y. 11971 PER RAIL MANU. STONE CAP PRE-FAB. RAILING w/REQUIREMENTS STONE CAP m PAVE R 10" AS PER PLAN. RAIL SHALL HAVE CAPACITY TO RESIST 200 LBS OF DRAWING TITLE: LATERAL LOAD. MATERIALS SHALL 10: - BE ONE OF THE FOLLOWING: HOT. (1) #4 REBAR _ \ \ \ \ \ \ \ #5 VERTICAL \\ \\ \\ \\ \\ \\ DESIGN DETAILS CONT. ® TOP � � / / / / / •n DIPPED 6ALV., EPDXY PAINTED STL. // // // // // // II a BAR 30" EPDXY PAINTED WROUGHT IRON. n m #5 VERTICAL \\\\\\\\\\\\\\\\\\ gip. O.G. PAVERS TO / // // // // // ATTACHMENT AS NOTE: I l p / / / / \ \ \ \ \ \ POOL PER RAIL MANU. TOP OF ALL P. CONC. SHALL 11 \//\\//\\//\\//\\ II O.G.AR 30" �\ �\ �\�\�\ �\ .D ALIGN WITH BE 4,000 P51 (MIND II /\/\/\/\ Ir° // // // // // // I IL, X\\/�\\ II POOL \/\/\/\/\/\/\ 1 SEE SECTION STONE GAP CONCRETE (I) #4 REBAR \\/\\/\\/\\/\\/\\/\\ �lL N 4 PLANS FOR HALL OR GONT. ® TOP II // // // // 1 // // // // // // // I #5 HOOK 30" UJ DEPTHS NO E: STONE ll \/\/\/\/\ ° I SEE SECTION \\ \\\\\j\\\j\\\j\\ \\' p� ALL P. GONG. SHALL WALL CAP \/\\/\\/\\ I1 ° 4 PLANS FOR //\//\'UNDISTURBED\//\ O'C' Q BE 4,000 FBI (MIN) PAGE: #5 REBAR ® 56" O.G. //\//\//\//\ I #5 HOOK 30" w DEPTHS /\\/\ EARTH /\\/\\ I \\/\\ O.G. //\//\//\// // // //\//\ „ \\/\� \\' II � F: (I) #4 REBAR � II // // /\/\/\/\/\/\/\/\/\ Ilal VINYL LINER CONT. ® TOP GRADE I.° \ \\ PON STUCCO // // ' /\ n ° Ir 91 FINISH #5 REBAR ® 36" O.G. A-40MLOO 8 THK. P. / f� 1 \/\/\/\ Ilat VINYL LINER 4 GONG. SLAB \ \ \ \ \ \ \ \ \ 11 )I 4 GONG. SLAB / / / GONG, WALL / / / % I�II \/\\/\\/\\ II II PON 5TUCG0 6X6—IOXIO W.W.M. //\//\//\//\//\//\//\//\//\ II 11 X6—IOXIO W.W.M. BETWEEN \\/\\/\\ Ir�1 /\/\/\/\/\/\/\/\/\/\ II 1l I1 FINISH BETWEEN CENTER \\/\\/\\/\\/\\/\\/\\/\\/\\/\\ .e. .II II, CENTER E UPPER OF SLAB GRADE ° 1 \//\/ COMPACTED #5 BENT REBAR \ \ q I II ° - v/\/\/\ II I1 UPPER ; OF SLAB / / / / / / / / / / II II SECURED IN PLACE DURING FOUR \ \ \` FILL ® 36" O.G. \/ \ II II \//\//\//\ II II SECURED IN PLACE /\\�\\�\\/\\/\\/\\�\\�\\/\\/\\ a II II 5" THK. P. (�II /\//\/ DATE: 01/30/25 7 OF 7 \\/\\/\\/ I�II ° =N�/\\/\\/\\ .• °II Il° DURING POUR #5 HOR. •// 2'-4", II II 10" GONG. WALL 11 II° /\/\ (1) #4 REBAR / / / / 1 II / / / II II \i REBAR \ /\/�/ \/\/\/\ , 11 II. 2 RIGID GONT. ® BOTTOM /\\/\/\\ 11 II \ \\/\\/\\/\\ m II II / ONT. (a) /\\/\\/\\/\\/\\/\\ u°11 ° INSULATION # d II lll\ / 11 u ° / %-�/ / 11 11a 10' 11 2" RI61D \\ \\/ / / / / / / II a VAFOR BARRIER 5 BE® 36" O.G. II II ° _� o / #5 HOR. \\\\\ p• �\\\\\\\\\\ ` u 11 INSULATION /\/ rn/ °° ° 11 °. a i9 IL \/\ • e GRAVEL B 5E REBAR / ,�/, //,// I1 // // // // I . \//\// / l (1) #4 REBAR Il JI N \\�\ D GONT. (10) ° 1 VAPOR BARRIER \/\\/\Oj\\/ ° ll• GONT. ® BOTTOM a 1 m J� • Il ; 6" COMPACTED \//\\/ / ! a _' ° ----fie— JI. . • p l�11. ��\/ °�� A/Q e e ll• &RAVEL BASE /\/\ / -=z�=-°-m-- --=-I \/\/\/ 24" WIDE x 12 I u /\ \ GS W L C // °° a • e ..a; //\\// / / \ \ \° °` /\//\//\//\//\// DEEP P. GONG. FT6. 4. \ \ \ ° / / (5) #5 HOR. ° \/\/\/\/\/ EARTH \ \\ \\/\\/\\/ \\/\\/\\/\\/\\/\\/\\/\\/\\/\/\/\/\\/\\/\\/\\ REBAR / 0 ,4 Q \\\/\\/\\/\\/\\/\\/\ /%\/i E�\T�j/\\\\\\\\\\\\ \ � POOL FOUNDATION + z�T�I N I NO V �LL �T�I L POOL FOUNDATION MALL DETAIL RETA I N I NO NALL DETA I L A-401.00 SCALE: 3/4 - I -O A-401.00 SCALE: 5/4 - I -0 -401°00 SCALE: 5/4 - I -O - -