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HomeMy WebLinkAbout50321-Z �� . TOWN OF SOUTHOLD BUILDING DEPARTMENT 4e � TOWN CLERK'S OFFICE k ` SOUTHOLD, NY µ 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 #: 50321 Date: 21812024....................... __. Permission is hereby granted to: Klei, Laurie . 1 Steers Ave ............. _ . Northport, NY 11768 -___------------ .......... ..... am _...� ------I To: Construct an accessory garage to a single-family dwelling with 1/2 bath, attached pegola and covered patio as applied for per SCHD approval. Building must maintain a minimum setback of 10 feet. At premises located at: 640 The. Greenway,, East Marion .............. r ----- .......... ______.. SCTM # 473889 Sec/Block/Lot# 30.-2-43 Pursuant to application dated 12/28/2023 and approved by the Building Inspector. To expire on 8/9/2025. www Fees: ACCESSORY $584.00 CO-ACCESSORY BUILDING $100.00 Total: $684.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 litto s,//www.i.50LItI101dtowilliv. ')IOV' Date Received APPLICATION FOR BUILDING PERMIT For Office Use Onlyd PERMIT No. 5© 2) Building Inspecton I& � H'� � r Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an ; Owner's Authorization form(Page 2)shall be completed. Date: ' OWNER(S)OF PROPERTY: Name: r SCTM # 1000-030.00-02.00-043.000 Project Address:540 THE GREENWAY EAST MARION, NY Phone#:516 238 3946 Email:M.ORLANDO@AOL.COM Mailing Address: 11 LIVINGSTON STREET BAY SHORE, NY 11706 CONTACT PERSON: Name:MICHAEL ORLANDO Mailing Address: 11 LIVINGSTON STREET BAY SHORE, NY 11706 Phone#:516 238 3946 Email:M.ORLANDO@AOL.COM DESIGN PROFESSIONAL INFORMATION: Name:TODD O'CONNELL Mailing Address: 1200 VETERANS MEMORIAL HWY STE. 120 HAUPPAUGE, NY Phone#:631 650 6666 Email:PERMITS@TOCARCHITECTS.COM CONTRACTOR INFORMATION: Name: Mailing Address: .1(l Phone#: ZZ2 7 1 (., Email: DESCRIPTION OF PROPOSED CONSTRUCTION ( t'love Estimatarl rntt of Project. ®New Structure ❑Addition ❑Alter tic�n �]Re Ir ❑Demob ❑Other 0 CN Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ®Yes [:]No 0 1 PROPERTY INFORMATION Existing use of property:VACANT LOT Intended use of property: RESIDENTIAL Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes 8No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): ❑Authorized Agent gwner Signature of Applicant: Date: I STATE OF NEW YORK) SS: COUNTY OF ( ) I 1 C,V� a(- being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the ULl/(,) PN (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 2day of_ 1 .z ,20 2-3 Notary Publi PROPERTY OWNER R AUTHORIZa TION r+rPusuc,srATEOF MW VM Re9iatratlon No.01 ME0011938 (Where the applicant is not the owner) QualMed In Suffolk County �mrrldkxw Expi "14th, I residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Town Hall Annex ��� � 4,0� F, Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179W *ry Southold, NY 11971-0959 W` „r BUILDINGT NOTICE OF UTILIZATIONTPRE-ENGINEERED WOOD �.-,. TION AND/OR TIMBER CONSTRUCTIONMw Date: Owner: . ......I" Location of Property: �� b� Please take notice that the (check applicable line): New commercial or residential structure �.. mm mm mITmmmm Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): _.......- ww Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) _ Roof framing (R) __ Floor and roof framing (FR) Signature:,. —' IT Name (person submitting this form): Capacity ( -eck applicable line): ................. ................. Owner w w „ Owner representative TrussReg15.docx Effective 1/1/2015 Policy Number: Date Entered: 11/10/2023 OATE(MMIODNYYYI Act.-M" CERTIFICATE OF LIABILITY INSURANCE 11/10/2023 THIS CERTIFICATE I5 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the po1icy("0S) must haws ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCERVAMC N TACT Dynamic Coverage Inc PHONE FAX N6 -5889. , 631)3669- 098ix. D ( 3 16 Silver Beech Lane E-MAIL ,a,DDREsS. y verageino.com Baiting Hollow, NY 11933 „ - ... IUSeco Beth nam>, )AFFORDING COVERAGE NAIC# INSURER A: Evanston INSURED Rush Builders Inc. INSURER B: INSURER C PO BOX 309 INSURER D:. Islip, NY 11751 INSURER E: '. INSURER F: -I COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTfFY THAT THE POLICIES OF INSURANCE LISTED BELOWHAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY"PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE 1 POLICY NUMBER MlD DBYYY'Y WSPDQIPrY Y'Y LIMITS A COMMERCIAL GENERAL UAMUTY EACH OCCURRENCE 5 1,000,000 IVKtNIrU CLAIMS-MADE 0OCCUR 3AA573292 6/6/2'027 e/6/2024 PREMISES jEa 1 $ 100,000 MED EXP((Any ane pm" $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENL AGGREGATE LIMIT APPLIES PER: GENERAL,AWREGATE $ 2,000,000_ POLICY[::]PEO- LOC PRODUCTS.GOMP9OP AM $ 2,000,000 S OTHER: AUTOMOBILE LIABILITY $ ANY AUTO ( I'LY'INJURY(Per person) $ OWNED SCHEDULED BODLY INJURY(Per accident) $ HIRED ONLY NON-OOIM4ED $ AUTOS ONLY AUTOS ONLY a Adrlrt 5 AGGREGATE $ UMBRELLA Luke OCCUR EACH OCCURRENCE $ Exc£ss UAB CLAIMS-MADE DED RETENTION$ S INORR£RS COMPENS'A'TWN I STAT.UT"E AND EMPLOYERS'LIABILITY YIN E L.EACH AC ANY PROPRIETORIPARTNERIEXECUTIVE 0 N1 A CIDENT $ OFFICER M wxktwyODER EXCLUDED? ( E.L DISEASE-EA EMPLOYEE S If dll1—te EA,DISEASE-POLICYUMIT S DRI PTION OPERAT 10NS tido Y DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 1D1,Additional Remarks Schedule,maybe akached if more space is required) Owner: Head of the Harbor LI, LLC Location: 19620,Soundview Ave,Southold, NY 11971 CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO BOX 1179 ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 111971-0959 AUTHORIZED REPRESENTATIVE )1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/93) The ACORD name and logo are registered marks of ACORD 4Yo"TE"Wworkers' CERTIFICATE OF INSURANCE COVERAGE �1r Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1 a. Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured RUSH BUILDERS INC 11 LIVINGSTON ST 16318413234 BAYSHORE, NY 11706 Work Location of Insured(Only required it coverage is specifically limited to 1 c.Federal Employer Identification Number of Insured certain locations in New York State,i.e., Wrap-Up Policy) or Social Security Number 88-3134901 2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Standard Security Life Insurance Company of New York Town of Southold PO Box1179 3b, Policy Number of Entity Listed in Box 1a Southold, NY 11971 Z21348-000 3c. Policy Effective Period 9/8/2022 to 11/8/2024 4. Policy provides the following benefits: 0 A. Both disability and Paid Family Leave benefits. ❑ B. Disability benefits only. ❑ C. Paid Family Leave benefits only. 5. Policy covers: ❑K A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law, ❑ B.Only the following class or classes of employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS disability and/or Paid Family Leave benefits insurance coverage as descr' d above, Date Signed 11/10/2023 By 4!A-, WAPA (Signature of insurance carrier's authors d representatwe or NYS licensed insurance agent of that insurance carrier) Telephone Number (212) 355-4141 Name and Title SUPERVISOR-DBL/POLICY SERVICES IMPORTANT:lf Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers' Compensation Board (only if sox 413,4C or 513 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers' Compensation Board, the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers' Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note: Only insurance carriers licensed to write NYS disability and Paid Family Leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. D13-120.1 (12-21) 111I I III °°11111°°°111111111111111111111111111111 /V% NYSIF New York State Insurance Fund PO Box 66699,Albany, NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) ^A A A A A 883134901 DYNAMIC COVERAGE INC 18 SILVER BEECH LN " BAITING HOLLOW NY 11933 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER RUSH BUILDERS INC TOWN OF SOUTHOLD PO BOX 309 PO BOX 1179 ISLIP NY 11751 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12435870-7 62472 02/02/2024 TO 02/02/2025 12/16/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2435 870-7, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT DARIUS MROCZKOWSKI RUSH BUILDERS INC ONE PERSON CORPORATION THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSU RANCE FUND UNDERWRITING VALIDATION NUMBER: 713182609 RECEIPT SUFFOLK COUNTY GOVERNMENT DEPARTMENT OF LABOR, LICENSING,AND CONSUMER AFFAIRS ACTING COMMISSIONER JENNIFER CABRERA P.O. BOX 6100, HAUPPAUGE, NY 11788 (631)853-4600 Today Date: 12/12/2023 Application: H-56308-REN01 , License#: H-56308 Application Type: Horne improvement License Renewal Receipt No. 516684 Payment Method Ref. Number Amount Paid Payment Date Cashier ID Comments Credit CaNd $400.00 12/11/2023 PUBLICUSER50669 Total:.__........,.........,...,...............�... ....................... ..,...._....,.................... Contact Info: RUSH BUILDERS INC DARIUSZ MROCZKOWSKI PO BOX 309 ISLIP, NY 11751 Work Description: Suffolk County Dept,of Labor, Licensing&Consumer Affairs HOME IMPROVEMENT LICENSE Name DARIUSZ MROCZKOWSKI Business Name tR°wisoiis chap tMr Rush Builders Inc "reg is do y jjr.ensed License Number H-5630.8 by€Mae t;rrAan9y etl suPfoEW Issued: 01/05/2016 Je d" Expires: 01/01/2026 Commissioner � I 0 10 I RESIDENCE— I NOTE:CLEANOUT PUBLIC MUST BE INSTALLED ON WATER SEPTIC TANK INLET LINE I AT FACE OF BUILDING. IF I INSTALLED AT EXTERIOR40,0 I 1 IT MUST BE TO GRADE, 44,0 /420 / N66028'1 TE POOL `'N 4'METAL FENCE 0.3'N / EQUIPMENT 44.0 // 290 88 �°�, mm / O VO MON.FND. y x - 71 43 r4 0 / m / _ _ _ _. �....._ __.. N _ 29.0 — —W-- -- v*� ._ _ — — // 1 000 GA. — PROP.WATER LINE W a r o o / cv DRIVEWAY o\ J �; GARAGE Cl) NI _ �: . °° `-/ ✓ EL. 44.0 �- 40.0 I EX, I, b I Q :ADW#1N � x42 v —44N, COVERE / ✓ / S w I 1 B S PORCYl N B .NP 438 .- - w i o2 STORY oIxB �i Q I I W �Dw "" �- C14 RESIDENCE \ L. I z I �o W S-I'HOL- F. . . . 1 FEL440 rr nn 32.0 // EL,:41. 4 1 1 z V . o o MIQ INGROUND ��, Oce -..:, SSI, ' I Q x42 PO OL 40.0 .. 10®5 Q 5,5 86 _. _. ._._. 20.02 _ .. DW1t2 I PPOP,WATER LINE I p I I I 0 .....�....a 6 L---w.— — --- _ _ _ _ —W— — N, PROP,GAS LUNE I 1 )N.FND. 290.86 x428 x429 — —,� N MO'N.FND. x \42.0 S66028'10"W `91 1 I 40.0 1 1 THIS 15 AN ARCHITECTS PLOT PLAN 4 15 5UBJE0T TO LOT 105 VERIFICATION BY A LICENSED SURVEYOR. FILED:JUNE 11, 1975 TEST HOLE NOT TO SCALE) 1 RESIDENCE- MAP OF"PEBBLE BEACH FARMS,SHEET 2" AJC SURVEYING 4 PLANNING TE: JUNE 16. 2023 I 160' wide INFORMATION OBTAIN FROM SURVEY PREPARED BY: PUBLIC McDONALD GEOSERVICES` MAP N0.6266 publicWATER SURSITUATED I right of way SURVEY DATE: JUNE I6, 2023 EAST MARION GRADE ELEV.41.54 TOWN OF SOUTHOLD 0 5, OL DARK BROWN LOAM 1 SUFFOLK COUNTY,NY TAX MAP NO. 1000-030.00-02.00-043.000 SM VARIOUS COLORS LOT AREA:22,396.80 SF(0.514 ACRES) 13' SILTY SAND ELEVATIONS REFER TO NAVD88 NO WETLANS OR SURFACE WATERS 1 �� WITHIN 300' SC BROWN CLAYEY Vol � NO WELLS WITHIN 150FT OF SUBJECT SAND PROPERTY 30' SP BROWN FINE TO 36' MEDIUM SAND NO WATER ENCOUNTERED FLOT FLAN 3 3 SD32-1 - A55c5soks er- . ' " ARCHi"TECTS �11 TODD O'CONNELL ZONI IlN'O INFORMATION♦ R C H IT E CT P.C. TOWN OF SOUTHOLD TODD O'CONNELL, AIA 5EGTION: 050.00 BLOCK: 02.00 LOT(5): 045.000 1200 Veterans Memorial Highway ZONE. R-40 REGUIRED pRppOgEp Suite 120 LOT AREA 40,000 50.FT. 22 346.8 5G.FT. Hauppauge,NY 11788 FRONTAGE 150 FT. -M FT. P(631)650-6666 OODry FRONT YARD 50 FT. 120 T. F (631) 650-6667 CQ)^ REAR YARD 5o FT. 130.72 FT. C(516) 658-0325 /C") SIDE YARD (MIN) 15 FT. 16 FT. SIDE YARD (A06) 35 FT. 55 FT. i:r/( ,tnFi BUILDING HEIGHT 35 FT. 34.1 FT. '.rt ` (,t (r(iii.f� r:� i1i;• LOT COVERAGE 20 % 15 % DR-TNELL CALCULATIONS F.A.R. CALCULATION ZONES R-40 SQ.FOOTAGE DW-1-2 AREA: RUNOFF FAGTOR=1.0 1: LOT AREA 22,546^8 50.FT. 1884 SO.FT. x pE. = 471 GU FT 2 1 'rooms 15T FLOOR 1606 50 FT USE (2)8'0 x 8' DEEP DRAIN RING = 675.84 GU.FT. C:) `S 2ND FLOOR I"752 50 FT , DW-5 AREA: RUNOFF FACTOR=I.O TOTAL 5588 SQ.FT. 812 50.FT. X 3" = 203 GU FT 1() MAX F.A.R. = 3,550 50.FT. + (2,54 ^86IO%) I2 `' �- 5,584.68 SF USE (1)8'0 X 8' DEEP DRAIN RING = 557.12 CU.FT. N I MPERV I OU5 SURFACE z o CALCULATION � J 40.0 ZONEi R-40 SO.FOOTAGE NOTES: 44.0 } /42.0 / LOT AREA 22,346.8 50.FT. NOTES: O N66"28'10"E o 3'N 1 44.0 290.88 1 Ao s 1. BOTTOM OF DRYWELL MUST BE A MINIMUM OF 2' v z 0.9'N 4'METAL FENCE // , ABOVE AVERAGE GROUND WATER ELEVATION. I - - L _ - - ��[. 1 IST FLOOR 1806 50 FT F MON.FND. LQ 2. BOTTOM OF DRYWELL TO HAVE MINIMUM 6' x43 O / 4 .00 COVERED REAR PORCH 540 50 FT I j I 71 o / I 1 FRONT PORTICO •78 50 FT PENETRATION INTO RATEABLE MATERIAL. o DETACHED OARA&E I C) 32.0 - / - 3T1 50 FT ' m o ~ / � I 3. DRYWELLS MUST HAVE A M I N I MUM OF 3 OF m- � EI-143.5 /_�DW 2 1 COVERED PATIO 435 SQ FT 12712 EL. _____________ _____ PERMIABLE MATERIAL AROUND THE STRUCTURE. opo 1 1 � INGROUND / 43.0 �'��-,; PERGOLA 120 5Q FT ~ S w 0 EL.41.0 w m POOOL , / ( EGRESS STAIRS Cl) 140 SQ FT Q u I / N CHIMNEY 14 50 FT 000-0�" O w ELM1 i 0 TOTAL 3,560 SG.FT.Ll ILI I s x CN 2 STORY C14 / In i -- -------- -------�,3�a RESIDENCE I m d ad z� F.F. EL. 46.0 / Q < gB o} I Z / / I o� _ z�iwLlaO� ILF N I 1111111111111 I W 1 01 I DW 3 I I E I I I I I 1 1 1 1 1 1 1 \\/�� TESTHOLE 40.0 1 �x o�� u��PD11L, EL.41.54 / TRAFFIC RATED U N �1 p a p - O GRATE � � N "-POOL 1 I 43.0 / RIM t TOP TYPICAL AT U�,V ai V �N EL. 43.0 / ®38.9 PAVED AREAS ( � 1 EQUIPA/IEN10 o o -------- - 120.00 IM FINISHED GRADE 'o o N100 I GARAG E L.41.50 63.85' '1141i, Q 129.0 p/ ---aDW.i\i EL.41.0 i �-� 397+®1 I.E �I `�II � �� o 1 2 DRIVEWAY \ ::: 24'ACCESS HOLE 3 V _o o z WITi11 cjAP REINFORCIN6 BARS F J LLI O 40 oQx� � d � Q 13 I MON.FND. -- _ - - - - - _ "sr2 xq ON.FND. ,k I.T:..' I:.".E ,290.86 8j 29 \ 9 u INLET PIPE t \ S66( 28'1 0"W \ �� °� ; I -:; Y_: WIRE FABRIC FOR TOTAL INTERIOR OVERFLOW 1=-- PIPE SEE v U m 42.0 � '9 • il �q F7-1; .. R�ENNFORGEMENT,CRETE O E�If�S P�ERL I^:;!-. ^ O \ i j -=-? MINIMUM AREA OF S'SEGMENT■ DRAWIN69 CIRCUMFERENTIAL I500%g.In.MAX., 40.0 -i I E~ REINFORCEMENT,0.1'1 160094.In MIN. Sq.MJLIn.Ft. E ,< 60'wide public "_IO'MAX. right of way I •. o❑o0 0 0 0 0 00130 ' TEST HOLE _ { ~ (NOT TO SCALE) - - o❑o 0 o a o o p o o❑o McDONALD GEOSERVICES �' i::-"-; ; . _ o❑0 0 o O o 0 0 0 E-1 C3 o " DATE:JUNE 16.2023 0❑O O C] O O 0 0 0 O❑0 GRADE ELEV.41.54 7- 711 i . '' 0.5' OL DARK BROWN LOAM sTo013 I= SM VARIOUS COLORS " = " "_ S' - O SILTY SAND Qo m. 13' •mss IIT ..;; r I�-:.. � F- Y O I i... 1 z 8 O. z>r3'�7"MIN. Sc BROWN CLAYEY SAND i,-: } Z to VC.JNnrl TE Fr OTiN6 BROWN FINE TO tV MEDIUM SAND i . t.; ; ..;- N Q NO WATER ENCOUNTERED fi LOT FLAN m " - > SCALE: 1" = 20'-0" < M- TABLE R501.2(I) CLIMATIC AND GEOGRAPHIC, DESIGN CRITERIA - CLIMATE ZONE 4a TO THE BEST OF MY KNOWLEDGE, BELIEF AND O WIND DESIGN SUBJECT TO DAMAGE PROFESSIONAL JUDGEMENT, THESE PLANS t n Z FROM WTD/OES OLLOWNG: NS ARE IN COMPLIANCE1� oulz O GROUND SPEED TOPOGRAPHIC SPECIAL WIND SEISMIC SNOW (MPH) EFFECTS WIND BORN DE5IGN1_ WEATHERING FROST LINE TERMITE WINTER ICE FLOOD AIR MEAN Uj LOAD REGION DEBRIS CATEGORY DEPTH DESIGN BARRIER HAZARDS FREEZING ANNUAL 2020 RESIDENTIAL CODE OF NEW YORK STATE f1 n/ ZONE TEMP REQUIRED INDEX TEMP PUBLICATION NOVEMBER 201cl D- r iJL V I MILE FROM BOF 5 FT MOD TO 2020 RESIDENTIAL CODE OF NEW YORK STATE >` 20 130 N4 NO COAST AND B SEVERE BFC, HEAVY SEE BELOW YES NONE 544 51° F CHAPTERS 12-25 FOR MECHANICAL SYSTEMS hjy wlt FIRE ISLANDtu 2020 RESIDENTIAL CODE OF NEW YORK STATE � b �-- WINTER DESIGN TEMP. CHAPTERS 24 FOR FUEL 4 GAS SYSTEMS O • INTERIOR 5PAGE5 INTENDED FOR HUMAN OGGUPANCY SHALL BE PROVIDED WITH INDOOR TEMPERATURES OF NOT LESS THAN 68•F AT A POINT 5 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY 2020 RESIDENTIAL CODE OF NEW YORK STATE < • SYSTEM DESIGN SHALL BE BASED ON MAX'72°F HEATING,MINIMUM•75°F COOLING. CHAPTERS 25-55 FOR PLUMBING SYSTEMS • DEGREE DAYS(NY LAGUARDIA) 4511,WINTER DE51ON TEMP 15°,DRY BULB 84°F,NET BULB 75° F (2020 APG APPENDIX D) • AS PER NYSBG 2020 GHAPTER 16 SECTION 1604 AND ASCE 12016,WIND EXPOSURE CATEGORY AND SURFACE RMOHNE5S 15 B • USE G FOR BOTH SOUTH SHORE AND FIRE ISLAND 2020 RESIDENTIAL CODE OF NEW YORK STATE :D z CHAPTERS 54-42 FOR ELECTRICAL SYSTEMS K MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS < ELEVATION LAT WINTER SUMMER ALTITUDE INDOOR DESIGN HEATING TEMPERATURE 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE p HEATING COOLING CORRECTION DESIGN TEMPERATURE DIFFERENCE AS ADOPTED WITH THE 2018 IEGG FACTOR TEMP GOOLI NS 108 FT 41° N 45° F 86° F 1.00 7 F 0° 75° F 55° F THE PROJECT COMPLIANCE METHOD CHOSEN IS TOTAL m W UA-ALTERNATIVE AND A RE50HECK HAS BEEN SUBMITTED m WITH THESE DRAWINGS. tti O COOLING TEMPERATURE WY W IND VELOCITY VELOCITY COINCIDENT DAILY WINTER SUMMER m ft z DIFFERENCE HEATING COOLING WET BULB RANGE HUMIDITY HUMIDITY 4 • 11° F 15 MPH •T.5 MPH •T2° F MEDIUM (M) 40% 52 OR ® 50% RH ui z O p �V La 'ARC}fl'I' ECTS, TODD O'CONNELL ¢— ARCHITECT P.C. CLEAN SAND SHOULDER ' mm;i TODD O'CONNELL, AIA 1200 Veterans Memorial Highway AREA. TYPICAL EXISTING ASPHALT � � � g Y ROAD SURFACE. �—� T"'-"'MAX. Suite 120 FLOWC. t0 C. Hauppauge,NY 11788 GRADE �- -_� _ P(631) 650-6666 - GRADE �- m C(516, 658-0667 _— O ¢ ) 325 ILL ll p.• z O Q 0 D°O O Q �� i g J IJJ / W — �. i>(ili;i. (,rl(.1111.f f.ir.fft p o D�Q 9 D° qd0 G O CLEAN GRAVEL FILL. x LL C3 — Oo ° o O O p o Q FILTER CLOTH f /�/ /0* 4 f 4 srr MIN• /�/ 0 4' VERTICAL oD° o ° D o 00 D° ° �p D o O o = UNEXCAVATED SOIL SLOPE FACE°opo �oo ID a �'o o°% apo D soap o BEDDING DETAIL PERSPECTIVE VIEW 1ll11-11 Illlll- (- 8"THICK PRECAST r• CONCRETE TRAFFIC FRENCH DRAIN DETAIL BEARING SLAB. Scale: NTS EXISTING GRASS ANGLE FIRST STAKE TOWARD �� SWALE AREA L � � 36 MINIMUM 2 x 2 GRASS SHOULDER PREVIOUSLY LAID BALE. �� FENCE POST m AREA. TYPICAL CAST IRON INLET L GRADE — GRATE&FRAME GRADE FLOW � L ?—n� WOVEN WIRE FENCE r O (6 x 6 - 10110 WWF) z — � Z FILTER CLOTH z co Z_ top CLEAN SAND& �` -- BOUND HAY BALES EMBED FILTER CLOTH ®® ® ® ® GRAVEL. \^_\��� =J /� „ �^�D� I U 8'DIAMETERx8'DEEP �� - PLACED ON CONTOUR MIN. 6 INTO GROUND Z °k,0o0� PRECAST CONCRETE n z U N ® ® ® ® LEACHING RING. tu 4 ®® ® ® - 2 RE-BARS: STEEL PICKETS OR Q � zLU 2" x 2" STAKES 1.5' to 2' IN GROUND. NOTE: s °� o ®® _® DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA Fog: f�lIJ=IIIII HAY BALES. 1/2 ACRE / 100 LINEAR FEET 4 o�oc} om a o =1 ,� CLEAN SAND&GRAVEL O ~Q V ANCHORING DETAIL _2_�"� N GROUND �tnd- 0 0 SECTION DETAIL Stu- < JN v�u>>.l_w�i q WATER ��OC �O �� 4 .• 2'-0"Min. 8'-0"Dia. 2%0"Min. F � -F 4 STRAW BALE DIKE DETAILS �4 �� z I� Typical Section @ Leaching Pools SILT FENCE DETAILS SCALE: NTS GRASS SWALE DETAIL Scale: NTS SCALE: NTS 4 Q I Q j 50' MIN. BUT SUFFICIENT TO KEEP SEDIMENT ON SITE z W HAY BAIL AND/OR W SILT FENCING Al W; F- af O W Q� z W O _ a W w F- n` N 0 N D - Z 0 ti' v — a z L O Q _ Z 1. .^ W VI Of 0w Z C., vLd N o ti U v Q z N m N O N v 0 Q CONSTRUCTION ENTRANCE - FOUNDATION OF COM ACTED 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVE D R.C.A. FILL T018" (Min.) ABOVE EXISTING GRADE FOR DRA NAGE. ' PLAN VIEW � EXISTING GRADE OIUZ R 0 A D U-1 CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED �J HAY BAIL AND/OR 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. 1,11 '' SILT FENCING FILL T018" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. V LUX CROSS SECTION z TEMPORARY CONSTRUCTION ENTRANCE 0 SCALE: NTS m z O 4 z LU O 0 N La A R H"1*'t E d f'S'� • :2cl'-011 OC' ONNEP.CLL R C H IT E CT . — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I— TODD O'CONNELL, AIIA 1200 Veterans Memorial Highway Suite 120 — — — — — — — — — — — — — — — — — — — — — — — — — — Hauppauge,NY 11788 F P(631) 650-6666 F(631) 650-6667 10"x:20" P. GONG. FOOTINGC(516)658-0325 PV(2) #4 REBAR.W 2"x4" KEYWAY;MIN. 36" BELOW . I I f GRADE. (TYPICAL,) 4" CONCRETE SLAB 5" POURED CONC, H/ &xb 1O/(o H.H.M. FOUNDATION WALL OVER 6 MIL V.B. ON 4" K/#4 REBAR VERT. COMPACTED OPA\/Et:-- a 46" O.C. + #4 REBAR ON COMPACTED 501L HORIZONTALLY. 4. L IL — - - — — — — — — — — — — — — — — — — — — — — — — — 12" POURED GONG FOUNDATION WALL K/ #4 RE5AR.VERT. a 46" 0.0. + #4 REBAR — — — — — — — — — — — — — — — — — — — — — HORIZONTALLY. a 45" O.C. :20'-0" • t 4" CONCRETE SLAB O W/ bxb 1% W.W.M. OVER & MIL V.B. ON 41' NZ 4" CONCRETE SLAB COMPACTED ORAVEL ON COMPACTED 501L V41 6X6 10/(0 -A 111T • OVER 6 MIL V.B. ON 4" z zfoA COMPACTED 5 4- ON COMPACTED 501L IL 4:� - - - < - - - - - - - - - - - - - - - - - - - - - -- - - - - jjSL LU — — — — — — — - - - - - - - - - - -— — — — — — — — — — �4L= j 1 %3 O�0 tu SLAB 6 M. N 4" L < N 9 NEW EXTERIOR WALLS CONSTRUCTION �q %n K � 2Xb WOOD STUDS a 16" O.C. PROVIDE QTIL�I) 13K4i R-21 AND 1/2" INTERIOR GYP. BD. (SEE SPECIFICATION AND NOTES) AND 1/2" E EXTERIOR PLYWOOD 5HEATHINO, AIRQ in tt-9 M I.- INFILTRATION BARRIER AND SIDING AS CD SHOWN ON ELEVATIONS. PROVIDE Y42" z 2:t-mf� (R2.5) RI&ID INSULATION BOARD M BEHIND SIDING. < :201-011 FF1 �Iy E _O < mo L.rlo, 201-01. 51-011 41", ----------- 11 :211 M CARAOIE/FEROOLA FOUNDATION FLAN 10 5/8 PROVIDE ", TYPE -'X'- A SCALE: 1/4" = I'-O" GYPSUM HALL BOARD (3 15 X %� d ON TLLS AND CEILING. Z R J -- ° ° "' I ® BATHROOM/ OARAOE PRE551NO 13 I - - - - X ROOM 1J) - - - - - - - - - - --- ARM ry VIVA - - - - - - - - - - - j IIIz ILEIw o PON - - - - - - - J (Y U - - - - 0 n z 14 M M < LU r 1(5)2 12 APO Nq N - z (3)2XI2 + (2)5%5"xIl" GAL VANIZEC -4- 511 -]- -1 H STEEL FLITCH PLATE Q < < e 6 >< < 1 -1 e Q < 0:r K FE408LA 13 Q x Z tu U_ FoFcH 7- 0 gn_ I—LU Lj 1 ;i_+_�_1 I < I + tu (5 �X_1:27iTa_ j I x -A LL-4 X kn HF I j Li 1 L L —1 — L N 0 X z V II I I � O�� LU -A 1W - - - - - - - - - - - (5)2XI2 + (2)5/4"XII" GALVANIZED 0 OL _STEEL FLITCH PLATE < �LuVV� HOLD-DOWN < 0)5 Y," STEEL PIPE 2cl-0 < COLUMN < 3:lttu 14X4 PC P05T OZ — — — — — — — — — — — — — — j 4X6 W0 POST 3:< 6X6 ND P05T mwn L :�AN " 0 9 z n 50ALE: 1/4" << tu 4: < Z M < 4. STANDING SEAM METAL ROOF TO BE SELECTED OVER 30# BUILDING FELT a< :4RCHI fEC—TS- 4x3 ALUMINUM CUTTER W/ TODD O'CONNELL ARCH ITE CT P.C. — 3x4 ALUMINUM LEADER TO t BE SELECTED BY OWNER ON IX8 FA501A BOARD TODD O'CONNELL, AIA W/ VENTED SOFFIT 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 v P(631) 650-6666 O U I i5WXIl " M F(631) 650-6667 LVL RID&E V C 516 658-0325 Q WI H G NTIN OU5 RID O v ( ) ® IL VET — t N V x ® hr 1 J x 2X6 ACG WD ® 16" O.G. RIPPED 2X6 AGO WD ® I6" O.G. RIPPED N ® " PER FOOT FOR DRAINAGE. ® " PER FOOT FOR DRAINAGE. t!1 O z # H � � J FLAT MEMBRANE ROOFING Z Z' PROVIDE ICE PROTECTION AS PER 2020 RESIDENTIAL CODE OF NY5 -8405 1.2 ICE BARRIERS WHICH CONSISTS OF AT LEAST 2 O LAYERS OF UNDERLAYMENT CEMENTED T06ETHER OR A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO EXTEND A FROMZ �_ EAVE'S EDGE TO A MIN. OF 24" IN51DE THE EXTERIOR WALL LINE OF THE STRUCTURE-ROOF LESS THAN 4.5:12 PITCH MUST ICE SHIELD _ 0 2 V ENTIRE ROOF. ROOF 8:12 OR STEEPER REQUIRES MIN S FT.FROM EAVE EDGE S w— O <�� �} m=1M in Q vQ OOiE ARAE/FEROOLA ROOF PLAN ��LL� -f l g iE SCALE: I/4" = I'-O" o z g 0 V V V m z z � d O � LU z 13103.1 ROOF EXTENSION D O OPEN VENT PIPES THAT EXTEND THROU6H A ROOF SHALL BE Z TERMINATED NOT LESS THAN b INCHES ABOVE THE ROOF OR b INCHES ABOVE THE ANTICIPATED 5NOW ACCUMULATION, z WHICHEVER 15 GREATER.WHERE A ROOF 15 TO BE USED FOR Z N ASSEMBLY,AS A PROMENADE,OBSERVATION DECK OR 4" FRESH AIR VENT 9UNBATHIN6 DECK OR FOR SIMILAR PURPOSES,OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN 9 FEET ABOVE THE ROOF. ROOF W ROOF. I P3105.2 FROST CLOSURE I m m WHERE THE 99.5 PERCENT VALUE FOR OUTSIDE DESIGN I O TEMPERATURE IS O°F OR LESS,VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL BE NOT LE55 THAN 3 INCHES IN DIAMETER ANY INCREASE IN THE SIZE OF THE VENT SHALL BE O N Q MADE NOT LE55 THAN I FOOT INSIDE THE THERMAL ENVELOPE OF THE BUILDING. I I I TABLE 115201.9 I m N — w SIZE OF TRA115 FOR PLUMBING FIXTURES ( p/ I TRAP 917E 1 PLUMBING FIXTURE MINIMUM (INCHES) HALF BATHTUB(WITH OF WITHOUT SHOWER HEAD AND/OR 1 1/2 5ATHROOM '--- WHIRLPOOL ATTACHMENTS) BIDET 11/4 __ ---r— CLOTHES WASHER STANDPIPE 2 r 1 DISHWASHER ON SEPARATE TRAP 11/2 1 1 ` FLOOR DRAIN 2 I I CH—CH—oK—CK—oK r KITCHEN SINK(ONE OR TWO TRAPS,WITH OR 11/2 I Hw—MM WITHOUT DISHWASHER AND FOOD WASTE DISPOSER) ( I _ LAUNDRY TUB ONE OR MORE COMPARTMENTS 11/2 12" C44—W. —cK—C44 cw LAVATORY 11/4 1 O SHOWER(BASED ON THE TOTAL FLOW RATE I HWH BACKFLOW • cn THROUGH SHOWERHEADS AND BODYSPRAYS) 1 v FLOW RATE: 1 PREVENTER N JU Z 5.9 GPM AND LE55 11/2 11 1 O MORE THAN 5:7 SPM UP TO 12.3 GPM 2 1H_ MORE THAN 12.3 6PM UP TO 25.5 6PM 3 tu —IV 5PM UP TO 55h CIPM 4 0— JU9 1 1 1 1 -N, > u u CONNECT TO NEW 0 5EWER LINE z z 0 � I�LUM�I NO R I SSR D I�OR�M m ry � w zz 4 O z O 0 � p — — — — — — -- - — — — — i— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -' :ARCH #TECT5 TODD O'CONNFLL # A,R C H I TECT P.C. , I t TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 12 F(631)650-6667 Q 6 C(516) 658-0325 LLij v OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT A G r 4-INCH-DIAMETER SPHERE CANNOT PA55 4 THROUGH ANY OPENING UP TO A HEIGHT OF 34 INCHES. f a� u' 1 _TOP OF GARAGE RID ELEVATION: (5 ` 1I1 m r N z O -� I I o } v z O �? Wz�Sn � S � � 0�5 00 PLO Olu F PPA'g if - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — 04Q�a ELEVATION: 43.0' - - - - - - - - - - - - - - - Z~- p �� G�iz�C�/ fi���COL� SIDS �L.���T101� LLUCa�,��j��Q�� V V #G 21) u 0. v oo< o SD� < Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ — — — — FINISHED SECOND FLOORv V V ELEVATION:—M.21' HEIGHT:34.Oq' Z X Z O J w z � O N 1000 O z OPEN GUARDS SHALL HAVE BALU5TER5 Z N uj YTOP_OF DOORS AND WINDOWS OR ORNAMENTAL PATTERNS SUCH THAT A I- Hcj EIGHT:8.0' 4-INCH-DIAMETER SPHERE CANNOT PASS p zz THROUGH ANY OPENING UP TO A HEIGHT OF 34 INCHES. N O W 4 TOP 0115;5-1061 F 6.A4RAGE RIDGE_ - �J ELEVATI O60.2' ' QC. FINISHED SECOND FLOOR_ ELEVATI ON:57.Ibr— HEIGHT:14.03' TOP OF DOORS AND WINDOWS 11 IGHT 9.0' � OJU po OL L tux FINISHED FIRST FLOOR ELEYATION:46.Or-- - HE IGHT:2.65' (� O SLAB ' ELEVATION: 43.125' (� z D C A A E/ fi EROOLA S 1 DE ELEVATION M m W 50ALE: 1/4" = 1'-0" N O z Z O Q z - - - - - - - - - - - - - - " - - - - - - - - - - - - - i ! FINISHED SECOND FLOOR_ ELEVATION:71.21� ftmC"H t T E 5 G T HEI&HT:34.Oa' / \ / \ ,TODD O'CONNELL t / \ A R C H ITECT P.C. / \ TODD O'CONNELL, AIA 1200 Veterans Memorial Highway \ Suite 120 / \ Hauppauge,NY 11788 / \ P(631) 650-6666 / \ F(631)650-6667 / \ C(516)658-0325 rrr,"nrerrIiIi:rt :'-,r ,ni / JU \ TOP OF DOORS AND WINDOW5 HEI CHT:8.0' i / \ _TOP OF GARAGE RIDGE ELEVATION: 60.2' J FINISHED SECOND FLOOR_ / 12 \ m ELEVATION:5-1.16�— / HEI6HT:14.03' / 14 SANROOF T06BS�M METAL TOP OF DOORS AND WINDOWS / N / 2X6 AGO WD ® 16" O.G. RIPPED OVER 30# BUILD\ FELT HEIGHT:9.0' / ® " PER FOOT FOR DRAINAGE. Z / 4x3 ALUMINUM 6UTTE�W/ ( 3x4 ALUMINUM LEADER BE SELECTED BY OWNER ON IX5 FA501A BOARD cv z0 I O O O 8 W/ VENTED SOFFIT Z 2X10 G.J. ® Ib" O.G. NEW EXTERIOR WALLS GO TRUCTION 2X6 WOOD STUDS ® Ib" 0 PROVIDE v F R-21 AND 1/2" INTERIOR 0 F. BD. (SEE SPECIFICATION AND NOTE AND 1/2 o ') K o INFIIOR LTRATION BWARRIER ANP OOD �51DINGI AS H-�M -� a� FINISHED FIRST FLOOR _ I 5HOWN ON ELEVATIONS. Ff OVIDE Yz" < a } ELEVATION.4b.0� (R2.5) RI61D INSULATION BARD ' pa HE I CHT:2.88' I BEHIND 51DING. _ oZk � — — — — — — — — — — — — — EXI5TINGAVERA — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ �i �� _a O W V ELEVATION: 43.125' — _ SLA g �F T p 10"x20" P. GONG. FOOTING ELEVATION: 43.0' Q Z k V F- W/(2) #4 REBAR W/2"x4" O���d�4 2 4 CONCRETE SLAB KEYWAY;MIN. 56" BELOW q Q GRADE. (TYPICAL) >O m N/ bxb 1% KKK OVER z - OVER b MIL V.B. ON 4" 8" POURED GONG Q v COMPACTED 6RAVEL FOUNDATION WALL u m U- Q O ON COMPACTED 501L ?q/#4 REBAR VERT. _ 4 ® 45" O.G. + #4 REBAR v V m O N HORIZONTALLY. O E o ® 48" O.G. N I'LU Imu CYO —'055 5EOTIO�Io SCALE: I/4" = I'-O" J-JN FINISHED SECOND FLOOR_ / \ ELEVATION:77.21>-- HE 16HT:34.09' / \ / \\ w O / \\ z v w p o / \\ TOP OF DOORS AND WINDOWS HE I OHT:8.0' / \ _TOP OF GARAGE RIDGE m // ELEVATION: 60.2' / \ FINISHED SECOND FLOOR_ LU ELE7ATION:57.16T-- - // 12 \ HEI6HT:14.05' / 14 \\ y 7 Z TOP OF DOORS AND WINDOW ]< S / \ o / \ V JUZ tu\ � OpLL 1 11 11 11 11 11 11o i LU >tu I FINISHED FIRST FLOOR < T- LU _ ELEVATION:46.0� I I 1V HE 16HT:2.55' I I i—DLL Z I / t�KEXISTINC, AVERell Ila A TIO 43.0 ELEVATION: 43.125' 3h I IL I CARR E ELEVATION m w i N o SCALE: 1/4" = I'-O" cV p N z a � O Q z -Wi < O p � p ARTCHITECTS` TODD O'CONNELL rARCH ITECT P.C. t _,.JA, TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631)650-6667 C(516)658-0325 ---------------------------------------------------------------------------- ------- ---------------------------------------------- ---------------------------------- - ------------------------------------------ - F.)"r i13.l=rir rr,j;"a. / WOPM SOM.M A. > dLqlm m Y. w.,wwo.rMu,wec suwres \ �� .:i" O Q ORWORAL rAneoe NG111MT A \ i.;Y h F I NGMDW{IEl MDR WNOr►A.. No 1MiCUM10'DIW V MAIeM11 \\ e t<a y. fA .UN.AI \ 1 /6G/m. - LJATPRI i63�' \� k 1: M11 / �awrr,ucd \\ 4' i U 1 1 nw nIw"ANY o'e1".V 1 rO A 1�sR Q M NL10 1 r 110 N -7 Ii ---------- L----------------------------------------------------------------------------------------------------------- - -------------------------------------------------- --------- z # � v z ctl 51 DE ELEVATION 5i<Y EXP05URE � z SGALE: 3/32" = 1'-0" U ME --------------------------------------------------------------------------- --- — ------------------------------------------------- -------------------------- a p ,/ .IAID.1.6Y11lrAL `\ Q? ,N$) ,�^•��VI v 4m MCMI.11".I W Q.1 wWO.MMIL IN1VR dHl.l.r !dlLTm.T OYIOI u""r'�iai w`e�o wn°i"� \\` � vwa,��ormiw i►mA�r `\\ �i IL < ~ \ LL- FL�.0`lU{-1i Q 10.L Ifla'I 1'1 1 1 \ luY, i ALN i QQ= � Q -- I IJ .�wWrr i1(1°Q °V 1 TO A IE.IR Q ---J------------------------------------------------- ------------------------ ------------------------------- --HNGS. ---------------------------------------------------------------------------------------------------------------------L--------------- v U v m 51 DE ELEVATION EXF05URF- 5GALE: 3/32" = P-O" Z � z O � � a 7— Z Z O N N � O w -- LMMCa AMW , \\ /�----------------------------\ v Z IeNT.l4d' ALLNNM RA.IIW, / \ M ALLMNM.l4 M W 4m ALUMN.Ur�tw � ` \\ % \wiw�rveAsoA� ..s AYMNII lerael ra / \ / \W venra.wnr Ap IMQ�— WVIIRC)1o191T /, ae,wwm..wiwURM" W OC7 I O 0 0 0 `\\\\ ,� \\ 7•I orelW P,o A C.M M%W AND \ I�70►Of WG1.AID MEb� // - - - `\ O ( ill CO O O O 'i� ----- 1------------------- --------- ----------------------------------------------- --------------- — 1------------------------------------------------ ----- --------------------- OLUz FRONT ELEVATION 51GY EXP05URE REAR ELEVATION 5KY EXPOSURE 50ALE: 3/32" = P-O" 50ALE: 3/32" = P-O" LU >LU I 0 U]T_ F- < () F- q) W_ O. < Xb-U1 t11 to Z 0 lu o m N o 0 Q O z tu V' 0 0 o