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HomeMy WebLinkAbout47663-Z r TOWN OF SOUTHOLD a BUILDING DEPARTMENT r TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 47663 Date: 4/11/2022 Permission is hereby granted to: Pascucc........Mildredw. ._ . __._........._........ ......._ .....__. 429 Highfield .aou�ww..www............................�m _ww............ .__ .. .__w._w._._____________._._m--- Martha_Beach SC 29579.._�_��_.._....�wwwww___�.. ._. .�........................ To: Construct new single family dwelling on vacant land as applied for, per SCHD & Trustee approvals, and with flood permit, stormwater containment plan and DEC letter of no jurisdiction. At premises located at: 305 Narrow River Rd. Orient SCTM # 473889wwwwwwwww Sec/Block/Lot# 26.-3-11 Pursuant to application dated 2/10/2022 and approved by the Building Inspector. ........................................................... To expire on Mµy10/11/2023. Fees. SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,704.80 CO-NEW DWELLING $50.00 Flood Permit $100.00 Total: $1,854.80 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 Litt l :Hu r souti�lo dt�oyAiLiiy. ov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 17�� Building Inspector. Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant Is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:January 27, 2022 OWNER(S)OF PROPERTY: Name:Ben and Christina Hansen SCTM# 1000-26-03-11 Project Address:305 Narrow River Road Phone#:917-202-9706 / 646-246-3938 Email:ben@brharchitect.com Mailing Address:420 State Street Brooklyn NY 11217 CONTACT PERSON: Name:Christina Hansen Mailing Address:420 State Street Brooklyn NY 11217 Phone#:917-202-9706 Email:christine@hansen-architecture.com DESIGN PROFESSIONAL INFORMATION: Name:Hansen Architecture + Design Mailing Address:420 State Street Brooklyn NY 11217 Phone#:917-202-9706 Email:christine@hansen-architecture.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $1,000,000 Will the lot be re-graded? IRYes ❑No Will excess fill be removed from premises? ❑Yes *No 1 ,,I PROPERTY INFORMATION ,,1 Existing use of property:Vacant land Intended use of property:residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 this property? *Yes El No IF YES, PROVIDE A COPY. ig 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):Christina Hansen ❑Authorized Agent ROWner Signature of Applicant: Date: January 27, 2022 STATE OF NEW YORK) SS: COUNTY OF Christina Hansen being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Owner (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of o ... , 20_ , -� Notary Publiq` PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 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 Glenn Goldsmith,President ' Town Hall Annex ,{ A. Nicholas Krupski,Vice President 54375 Route 25�� P.O. Box 1179 John M. Bredemeyer III Southold, New York 11971 Michael J. Domino ^'� Telephone(631) 765-1892 Greg Williams a Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 15, 2021 Ben & Christine Hansen 515 Canal Street Ground Floor New York, NY 10013 RE: 305 NARROW RIVER ROAD, ORIENT SCTM# 1000-26-3-11 Dear Mr. and Mrs. Hansen: The following action was taken at the Southold Town Board of Trustees regular meeting held on Wednesday, September 15, 2021: RESOLVED, that the Southold Town Board of Trustees APPROVE the request for a Transfer of Wetland Permit#9894 as issued on May 19, 2021 from Mildred Pascucci to Ben & Christine Hansen. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please contact our office at (631) 765-1892. Sincerely, XnnGolds#ith, sident Board of Trustees GG/dd BOARD OF SOUTHOLD TOWN TRUSTEES t /; SOUTHOLD,NEW YORK a, PERMIT NO. 9894 DATE: MAY 19,2021 ��.7 ISSUED TO: MILDRED PASCUCCI % PROPERTY ADDRESS: 305 NARROW RIVER ROAD ORIENT ' 627 / ,r% SCTM# 1000-26-3-11 �, AUTHORIZATION //�,, Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ✓n /' accordance with the Resolution of the Board of Trustees adopted at the meeting held on May 19, 2021,and in fi,'!,/p,! f consideration of application fee in the sum of$250.00 paid by Mildred Pascucci and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the X P� following: 7 Wetland Permit to construct a proposed two-story,single-family dwelling with the first floor area to f // include 518 sq.ft. of living space,a 1,445sq.ft.deck,a 70sq.ft.ramp,and 148sq.ft.of stairway;second floor to include 1,741sq.ft,of living space,a 345sq.ft.deck,112sq.ft.of stairway,and 625sq.ft.landing; install sanitary system along the easterly portion of the lot; install 151 linear feet of retaining wall;place kJir, } an approximate 370 cubic yards of clean sand surrounding the proposed IA/OWTS septic system;install ,,mm`4 a well; install a 30'x15' French drain 2 feet deep and construct a 560sq.ft.gravel driveway; landscape the N�/� property consisting of 2,600sq.ft. surrounding the house to be planted with red fescue,6,600sq.ft.planted i rr with Cape American beach grass; install three groupings of Atlantic Red Cedar and supplement 1 , ;%� plantings adjacent to the septic system with Groundsel Bush installed 6 feet on center and within the NOW, V / bounds of the property; and as depicted on the site plan prepared Suffolk Environmental Consulting, Inc.,last dated April 2 2019• and stamped approved on May 19 2021• and the site plan prepared by Joseph Fischetti,P.E.,dated February 10,2020; and stamped approved on May 19,2021. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the 19th day of May,2021. (awn/� i �w�` /ra y V en / 41 rf/ r /i 'Al ' Gr Williams — Abstai-led /r/1, �e a hew, ✓ . J161// / I p��kEll ; �, qtr �zXZ101 ; /J9y j, A, �a ��� reri6 /Y � ',,; //� y�Yr %:yr /„ �///'' �a.. !0% I,/ / i/i i� �n// //> rl, / H�yli�:./ „ � llfr / r,:.. 1xY %„r r111 ,,.:`//r //F % rr/i' ✓�' '� r a i�lyro,f,rG 1 0�� �// / ✓ / el��i„e// / /'�r� ! �� � il�b r /`r / / fyr ry / �/ � oy „m TERMS AND CONDITIONS The Permittee Mildred Pascucci,residing at 3Q5 Narrow River Road, Orient,New York as art of the consideration for the issuance of the Permit rmit does understand and prescribe to the following: 1, That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2, That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. I That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. T That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if,in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perforin the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President " ; l J, Town Hall Annex A. Nicholas Kru ski,Vice President 54375 Route 25 p P.O.Box 1179 John M. Bredemeyer IIIAAN 1K, Southold,New York 11971 Michael J.Domino Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 �i BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 25, 2021 Bruce A. Anderson Suffolk Environmental Consulting, Inc. P.O. Box 2003 Bridgehampton, NY 11932-2003 RE: MILDRED PASCUCCI 305 NARROW RIVER ROAD, ORIENT SCTM# 1000-26-3-11 Dear Mr. Anderson: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, May 19, 2021 regarding the above matter: WHEREAS, Suffolk Environmental Consulting on behalf of MILDRED PASCUCCI applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated December 31, 2020, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policy 4.1 of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements; receipt of updated test hole and additional engineer's reports; and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on March 18, 2021, April 14, 2021 and May 19, 2021, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, B WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees approve the application of MILDRED PASCUCCI to construct a proposed two-story, single-family dwelling with the first floor area to include 518 sq.ft. of living space, a 1,445sq.ft. deck, a 70sq.ft. ramp, and 148sq.ft. of stairway; second floor to include 1,741sq.ft. of living space, a 345sq.ft. deck, 112sq.ft. of stairway, and 625sq.ft. landing; install sanitary system along the easterly portion of the lot; install 151 linear feet of retaining wall; place an approximate 370 cubic yards of clean sand surrounding the proposed IA/OWTS septic system; install a well; install a 30'x15' French drain 2 feet deep and construct a 560sq.ft. gravel driveway; landscape the property consisting of 2,600sq.ft. surrounding the house to be planted with red fescue, 6,600sq.ft. planted with Cape American beach grass; install three groupings of Atlantic Red Cedar and supplement plantings adjacent to the septic system with Groundsel Bush installed 6 feet on center and within the bounds of the property; and as depicted on the site plan prepared Suffolk Environmental Consulting, Inc., last dated April 2, 2019; and stamped approved on May 19, 2021; and the site plan prepared by Joseph Fischetti, P.E., dated February 10, 2020; and stamped approved on May 19, 2021. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $ 50.00 Very truly yours, d �w a erin Gofdsith President, Board of Trustees GG/dd CLU C 4) (A O O z n 0 (A p H Oto(MA m maw m m� wo ran y n vai ' '< 00 �rw� NMI an cn O O dw0 C003 n X z R a 0 � low of Von cl n 4 O z Glenn Goldsmith,President 0 Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 P.O.Box 1179 John M. Bredemeyer III Southold,New York 11971 Michael J.Domino Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction,'.hay bale linb1silt boom/silt curtain 1St day of construction % constructed v When project complete, call for compliance inspection; NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY C4 Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov LETTER OF NON-JURISDICTION -TIDAL WETLANDS ACT December 15, 2015 Ben Hansen Ben Hansen Architect 515 Canal St., Ground FI, New York, NY 10013 Re: DEC ID# 1-4738-04427/00001 Hansen Property 305 Narrow River Road Orient, NY 11957 SCTM#: 1000-26-3-11 Dear Mr. Hansen: Based on the information you submitted, the New York State Department of Environmental Conservation (NYSDEC) has determined that: The referenced property, as shown on the survey prepared by Young &Young, last revised July 27, 2015, that is landward of the paved roads greater than 100 feet in length (Harbor Rd. to the south and King St. a.k.a. Narrow River Rd. to the east), and constructed prior to August 20, 1977 as evidenced on the NYSDEC Tidal Wetlands aerial photo map#726-556, is beyond the jurisdiction of Article 25 (Tidal Wetlands Act). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetland jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. 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. f Sinc rely d Laura J. Sc' a; 4 , ` Deputy Permit Administrator cc: T. Wolpert BOH—TW file N'LW YORK ID partment of TWO,,, Environmental Conservation mU'AK MA ICRYAL GUAM^"— ;✓a;ii.mn..,�� .,. ..._ _. 8 u i r 10 PROCTOR TEST. M �y W' Lu W37 U) !} co LD 4 .. ,. wX 1 L.L ADE (s> I O c`r J �E coC ...... ... r / IGN ". f N ; f/ vim,;el" v ,vr t h �.� SPD vm�a� u�£eA£ Y :YS 2.5' DEEP 5 YS 2.5' DEEP � Q A a SDE 5Z REM67PM COMPRESSCR PAMEL 7 EW caNTRaL sept l9' .„��„,.„..,.,... ...n..,�. VRH af%bltll Y/P2 r _CTED SHEL �i .2 SCTM #1000 - 26 - 03 - 11 305 NARROW RIVER RD ORIENT, NY FFLUENT FLOW, FROM FIELD Ll lump /0' SANOITCAAF: EFFLUENT FLOW ro FROM CP 10, Ilk 1400 lo Ilk 14-111011�1/�1/4111 AREA CALCULATIONS ROOF DECK SF 1,540 SF ROOF PLANTING SF 588 SF DECKSF 362 SF SCALE: 1 of 30' LOT AREA = 12'505 SF NO SURFACE WATERS WITHIN 300 FEET OFs� IEN 1 . 1 IOUSE FI-114' 50 ....) RISER ROAD ORIENT , NEW YORK 11957 DEPARTMENT OF BUILDINGS SUBMISSION JANUARY I , 2022 ARCHITECT : HANSEN ARCHITECTURE + DESIGN 420 STATE STREET,, BROOKLYN, NEW YORK 11217 TEL. 917-202-9706 EMAIL. CHRISTINE@HANSEN-ARCHITEC URE,C❑M DRAW1114G LIST : A000 COVER SHEET S-100 FOUNDATION AND CELLAR PLAN S-101 IST FLOOR FRAMING PLAN EN-100 BUILDING ENVELOPE DIAGRAMS S-102 2ND FLOOR FRAMING PLAN EN-101 COMPLIANCE CERTIFICATE, INSPECTION CHECKLIST S-103 ROOF FRAMING PLAN EN-102 INSPECTION CHECKLIST S-200 TYP. FOUNDATION DETAILS & SECTIONS S-201 TYP. FOUNDATION DETAILS & SECTIONS A001 GENERAL NOTES AND SYMBOLS S-202 TYP. FOUNDATION DETAILS & SECTIONS A002 BUILDING DEPARTMENT NOTES, SCHEDULES S-300 TYP. DETAILS AND SECTIONS A003 PARTITION TYPES S-301 TYP. DETAILS AND SECTIONS S-302 TYP. DETAILS AND SECTIONS A100 SITE PLAN S-400 SECTIONS S-401 SECTIONS A101 GROUND LEVEL PLAN S-500 GENERAL NOTES A102 IST FLOOR PLAN S-501 GENERAL NOTES A103 2ND FLOOR PLAN A104 ROOF PLAN PI PLUMBING RISER DIAGRAM AND SPECIFICATIONS A105 IST FLOOR REFLECTED CEILING PLAN A106 2ND FLOOR REFLECTED CEILING PLAN A200 EXTERIOR ELEVATIONS A201 EXTERIOR ELEVATIONS A202 STAIR SECTION A300 TYPICAL WALL SECTIONS FEB 1 C 2U2[ WINDOW SUMMARY BUILDING ENVELOPE WALL AREA SUMMARY CONDITIONED FLOOR AREA SUMMARY ? WINDOW TAG AREA (SF) PART. TYPE ELEVATION # of TOTAL SF FLOOR INTERIOR SF LINEAR SF 8,83 FACES I SLAB ON GRADE NORTH 1 711 711 SF GROUND FLOOR 94 SF 40 SF W100 24 40 LINEAR FEET 0 W101 24 I WEST 1 1,141 IST FLOOR 996 SFCV / I W102 WEST 2 110 2ND FLOOR 1,687 SF 1,321 SF W103 24 1 WEST 3 31 TOTAL 2,777 SF 94 SF W104 40 2 WEST 4 39 O W105 24 1 SOUTH 1 366 I GROUND FLOOR OWNERS: W106 24 BEN HANSEN SOUTH 2 300 (�8" _ �'_O" 824 SF CHRISTINE HANSEN W107 24 420 STATE STREET I SOUTH 3 128 BROOKLYN, NY 11217 2 SOUTH 4 30 231—loftARCHITECT OF RECORD: W200 24 `�w _ I EAST I 307 �� 40'9" 4 DASHED HANSEN ARCHITECTURE + DESIGN W201 24 ® y� LINE °`9» 420 STATE STREET ®W202 50 1 EAST 2 218 �� BROOKLYN, NY 11217 W203 24 I EAST 3 467 1,092 SF ® �� ,�{�3,` � �' ` 917.202.9706 CHRISTINE@HANSEN-ARCHITECTURE.COM \� ® 646.246.3938 I EAST 4 61 W204 18 BEN@BRHARCHITECT.COM �'_ J / W205 99 2 EAST 5 39 � - = ; STRUCTURAL ENGINEER: W206 60 TOTAL 3,948 SF x ;� e e HAGE ENGINEERING PC 560 BROADWAY, #501 170 SF NEW YORK, NY 10012 212.358.7778 W207 50 � 996 SF � � yD � .�` � SKYLIGHTS MAIL@HAGEENGINEERING.COM co W208 24 DOOR SUMMARY o� I N N799 SF W301 I I 718 SF N W209 40 DOOR TAG AREA 1,687 SF N N W210 2416 SF D000 43 / W211 24 D10046 46 W212 24 D200 88 300 8 ,�• ® , D201 136 � �----�-■� - - _ _ _ _ _ _ _ _ W301 8 TOTAL SF 313 TOTAL SF 685 ®;'I 16'-82" 54'-2'" 54'-24- 2 IST FLOOR 3 2ND FLOOR /, ROOF 1/8" = 1'-0" 1/8" = 1'-0" `�' 1/8" _ „ 8 � 0 711 SF , . 300 SF 307 SF • Im �A7 W203 W201 0 W20 0 o W202I � ; O O � W205 D201 D200 W204 1,141 SF 0 0 SEAL: 366 SF El --:r o O SIN � I I •I .►100 w107 ■ .• i W5 I L DATE: ISSUE: REV: NORTH ELEVATION JAN 1 2022 DOB SUBMISSION WEST ELEVATION SOUTH ELEVATION 1/8" = i�-o~ 6 iia" _ " " _ , " EAST ELEVATION i o 7 iia - it-On 8 ,_ " is i o 61 SF 128 SF 31 SF 110 SF THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF HANSEN ARCHITECTURE DESIGN, PLLC,WHETHER THE PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED MAY CHANGES, BE MADE ANBY HANSENONS OR TECTURE� - DESIGN,PLLC. THIS DRAWING SHALL NOT BE USED OR REPRODUCED BY ANYONE ON OTHER PROJECTS,FOR i W2o� ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS WITHOUT WRITTEN W2O9 W2O8 O CONSENT. A COPYRIGHT i � SCALE: 467 SF I DATE: f � - TITLE: W104 W103 O I D100 218 SF i 30 SFTHERMAL I 39 SF _ ENVELOPE ------------ DIAGRAMS I� 9CROSS SECTION EAST 39 SF 10 CROSS SECTION SOUTH 1I8" - �'_ " CROSS SECTION WEST SHEET NO.: iib" _ � 0 EN - 1 OOmOO BUILDING DEPARTMENT NOTES 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS FO THE RESIDENTIAL CODE OF NEW YORK STATE (2002 ED.), THE CODE OF THE TOWN OF SOUTHOLD, FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND ALL OTHER AGENCIES HAVING JURISDICTION. WIND DESIGN SUBJECT TO DAMAGE FROM GROUND SEISMIC WINTER DESIGN ICE BARRIER FLOOD AIR MEAN 2. BEFORE COMMENCING WORK, THE CONSTRUCTION MANAGER GENERALDESIGN UNDERLAYMENT FREEZING ANNUAL CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS AND NOW LOA SPEED TOPOGRAPHIC SPECIAL WIND WINDBORN DEBRIS CATEGORY WEATHERING FROST DEPTH TERMITE TEMP REQUIRED HAZARDS INDEX TEMP SHALL PREPARE_ AND FILE ALL NECESSARY FORMS AND BE (MPH) EFFECTS REGION ZONE LINE RESPONSIBLE FOR REQUIRED APPROVALS BY THE DEPARTMENT OF OWNERS: MODERATE TO BEN HANSEN BUILDINGS AND ALL OTHER AGENCIES HAVING JURISDICTION. THE 20 128 NO NO NO B SEVERE 3 FEET HEAVY IIoF YES AE/VE 510 52.2°F CHRISTINE HANSEN OWNER SHALL FILE AND OBTAIN APPROVAL OF THE PLANS AND 420 STATE STREET SPECIFICATIONS. BROOKLYN, NY 11217 3. PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS R301.2.1.4 EXPOSURE CATEGORY. THE SITE IS LOCATED IN CATEGORY D ARCHITECT OF RECORD: LICENSED IN THEIR TRADES WHO SHALL ARRANGE FOR AND OBTAIN HANSEN ARCHITECTURE + DESIGN INSPECTIONS AND REQUIRED SIGNOFFS. 420 STATE STREETBROOKLYN, NY 11217 4. ALL CONSTRUCTION, INCLUDING BUT NOT LIMITED TO: DOORS, 917.202.9706 MASONRY, CONCRETE, STEEL, WOOD, GLASS, HUNG CEILINGS, ETC. LIGHT AND VENTILATION CHRISTINE@HANSEN-ARCHITECTURE.COM SHALL COMPLY WITH ALL RELEVANT ASPECTS OF THE RESIDENTIAL 646.246.3938 CODE OF NEW YORK STATE (2002 ED.) LIGHT VENTILATION BEN@BRHARCHITECT.COM HABITABLE ROOM AREA OF ROOM AREA OF GLAZING % OF GLAZING TO AREA OF ROOM AREA OF NATURAL VENTILATION % OF VENTILATION TO AREA OF ROOM 5. SHAFTWALLS, MECHANICAL SPACES AND ANY OTHER REQUIRED FIRE STRUCTURAL ENGINEER: SEPARATIONS ARE TO BE FIRE RATED IN ACCORDANCE WITH THE PROPOSED REQUIRED BY CODE PROPOSED REQUIRED BY CODE HAGE ENGINEERING PC 560 BROADWAY, #501 RESIDENTIAL CODE OF NEW YORK STATE (2002 ED.) NEW YORK, NY 10012 o GUEST BEDROOM 1 154 SQ FT 64 SQ FT 41% 8% 22 SQ FT 14% 4% 212.358.7778 _ 6. USE AND OCCUPANCY CLASSIFICATION: R-3 tj 1 MAIL@ HAGEENG INEERING.COMHOME OFFICE 105 SQ FT 24 SQ FT 23% 8% 12 SQ FT 12% 4% 7. HEIGHT AND FIRE AREA: 3 STORIES UNLIMITED GUEST BEDROOM 2 143 SQ FT 48 SQ FT 33% 8% 24 SQ FT 17% 4% 8. TYPE OF CONSTRUCTION: WOOD FRAME o LIVING/DINING/KITCHEN 718 SQ FT 358 SQ FT 49% 8% 132 SQ FT 18% 4% z � 9. DESIGN CRITERIA: DESIGN IN ACCORDANCE WITH RESIDENTIAL CODE OF o MASTER BEDROOM 154 SQ FT 64 SQ FT 41% 8% 22 SQ FT 14% 4% NEW YORK STATE (2002 ED.), THE AMERICAN FOREST AND PAPER cn MEDIA ROOM 143 SQ FT 44 SQ FT 33% 8% 24 SQ FT 17% 4% ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND TWO-FAMILY DWELLINGS (WFCM) 2001 EDITION, ASTM E1996-06 (STANDARD SPECIFICATION FOR PERFORMANCE OF EXTEIOR WINDOWS AND DOORS), & ASTM E1886-05 (STANDARD MISSILE TEST FOR EXTERIOR WINDOWS & DOORS). DOOR SCHEDULE DOOR TAG TYPE ROOM MANUFACTURER SPECIFICATION FRAME SIZE GLAZING / MATERIAL U-FACTOR SHGC VT Al RATING WIDTH HEIGHT D000 PAIRED SWING STAIR 001 KOLBE WINDOWS & DOORS ULTRA RECTANGLE EXERIOR SWINGING DOOR (UXD6080) 6'-0" 7'-6" GLASS / CLAD WOOD .34 .22 .40 0.20 D100 PAIRED SWING VESTIBULE 105 MODERN ARCHITECTURAL DOORS #5390 6'-0" 8'-0" MAHOGANY .29 0.20 D200 DOUBLE SLIDING 208 DINING ROOM KOLBE WINDOWS & DOORS ULTRA RECTANGLE SLIDING DOOR (GAU12180M) 10'-0"" 9'-0" GLASS / CLAD WOOD .3 .28 .52 0.20 D201 TRIPLE SLIDING 209 LIVING ROOM KOLBE WINDOWS & DOORS T 15'-0" 9'-0" GLASS / CLAD WOOD .3 .28 .52 0.20 WINDOW SCHEDULE SEAL: FRAME SIZE WINDOW TAG TYPE ROOM MANUFACTURER SPECIFICATION GLAZING U-FACTOR SHGC VT Al RATING WIDTH HEIGHT ;- a;, �i y• ,,`� , W100 CASEMENT OVER FIXED 100 GUEST BEDROOM I KOLBE WINDOWS & DOORS ULTRA RECTANGLE CASEMENT (UCS) + (KUE15) 3'-0" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .28 .32 .61 0.20 f W101 CASEMENT OVER FIXED 100 GUEST BEDROOM I KOLBE WINDOWS & DOORS ULTRA RECTANGLE CASEMENT (UCS) + (KUE15) 3'-0" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .28 .32 .61 0.20D _ AV W102 NOT USED i` y + I T'�=',�,I,�Ihlr� o W103 CASEMENT OVER FIXED HALL KOLBE WINDOWS & DOORS ULTRA RECTANGLE CASEMENT (UCS) + (KUE15) 3'-0" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .32 .25 .46 0.20 ULTRA RECTANGLE AWNING (UAW) + ULTRA RECTANGLE DATE: ISSUE: REV: W104 FIXED OVER HOPPER 103 MEDIA ROOM KOLBE WINDOWS & DOORS CS/AW PICTURE (UTR) 5'-0" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .32 .25 .46 0.20 JAN 1 2022 DOB SUBMISSION W105 CASEMENT OVER FIXED 103 MEDIA ROOM KOLBE WINDOWS 8t DOORS ULTRA RECTANGLE CASEMENT (UCS) + (KUE15) 3'-0" 81-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .32 .25 .46 0.20 W106 CASEMENT OVER FIXED 102 HOME OFFICE KOLBE WINDOWS & DOORS ULTRA RECTANGLE CASEMENT (UCS) + (KUE15) 3'-0" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .32 .25 .46 0.20 APP n 7 2011 DO BUILDING DEPT. W107 CASEMENT OVER FIXED 101 BATHROOM KOLBE WINDOWS & DOORS ULTRA RECTANGLE CASEMENT (UCS) + (KUE15) 3'-0" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .32 .25 .46 0.20 Towr!OF SOUT OLD W200 CASEMENT OVER FIXED 200 GUEST BEDROOM 2 KOLBE WINDOWS & DOORS ULTRA RECTANGLE CASEMENT (UCS) + (KUE15) 3'-0" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .32 .25 .46 0.20 THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF HANSEN ARCHITECTURE DESIGN,PLLC,WHETHER THE W201 CASEMENT OVER FIXED 200 GUEST BEDROOM 2 KOLBE WINDOWS & DOORS ULTRA RECTANGLE CASEMENT (UCS) + (KUE15) 3'-0" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .32 .25 .46 0.20 PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS MAY BE MW202 FIXED 205 STAIR KOLBE WINDOWS & DOORS ULTRA RECTANGLE CS/AW TRANSOM (UTR) 6'-0" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .28 .32 .61 0.20 DESIGN,PLLLCC. TH SPDRAWING SHALL NOT BE BY HANSEN USED OR REPRODUCED BY ANYONE ON OTHER PROJECTS,FOR W203 FIXED 207 KITCHEN KOLBE WINDOWS & DOORS ULTRA RECTANGLE CS/AW TRANSOM (UTR) 3'-0" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .28 .32 .61 0.20 TH STIONS PROJECT BYIOTHE S WITHPROJECT OUT of CONSENT. 0 COPYRIGHT W204 FIXED 208 DINING ROOM KOLBE WINDOWS & DOORS ULTRA RECTANGLE CS/AW TRANSOM (UTR) 2'-0" 9'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .28 .32 .61 0.20 SCALE: DATE: o W205 CASEMENTS (4 MULLED TOGETHER) 209 LIVING ROOM KOLBE WINDOWS & DOORS ULTRA RECTANGLE CASEMENT (KUE45) 15'-6" 6'-6" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .32 .25 .46 0.20 o W206 FIXED 209 LIVING ROOM KOLBE WINDOWS & DOORS ULTRA RECTANGLE CS/AW TRANSOM (UTR) 7'-6" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .28 .32 .61 0.20 TITLE: o W207 FIXED 206 HALL KOLBE WINDOWS & DOORS ULTRA RECTANGLE CS/AW TRANSOM (UTR) 6'-0" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .28 .32 .61 0.20 W BUILDING W208 CASEMENT OVER FIXED 204 MASTER BEDROOM KOLBE WINDOWS & DOORS ULTRA RECTANGLE CASEMENT (UCS) + (KUE15) 3'-0" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .32 .25 .46 0.20 DEPARMENT NOTES, W209 FIXED OVER HOPPER 204 MASTER BEDROOM KOLBE WINDOWS & DOORS ULTRA RECTANGLE AWNING (UAW) + ULTRA RECTANGLE 5'-0" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .32 .25 .46 0.20 CS/AW PICTURE (UTR) SCHEDULES W210 CASEMENT OVER FIXED 204 MASTER BEDROOM KOLBE WINDOWS & DOORS ULTRA RECTANGLE CASEMENT (UCS) + (KUE15) 3'-0" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .32 .25 .46 0.20 SHEET NO.: W211 CASEMENT OVER FIXED 203 BATHROOM KOLBE WINDOWS & DOORS ULTRA RECTANGLE CASEMENT (UCS) + (KUE15) 3'-0" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .32 .25 .46 0.20 1 . ALL OPERABLE WINDOWS SHALL BE W212 CASEMENT OVER FIXED 201 BATHROOM KOLBE WINDOWS & DOORS ULTRA RECTANGLE CASEMENT (UCS) + (KUE15) 3'-0" 8'-0" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .32 .25 .46 0.20 A- 002mOO PROVIDED WITH A WINDOW OPENING o W300 OPERABLE SKLYLIGHT 206 HALL VELUX VCE3434 34" 34" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .27 .24 0.3 0.20 CONTROL DEVICE AND COMPLY WITH o ASTM F2090. W301 OPERABLE SKLYLIGHT 206 HALL VELUX VCE3434 34" 34" TEMPERED, DOUBLE GLAZED, SOLAR LOW-E .27 .24 0.3 0.20 DOOR SCHEDULE HARDWARE TAG LOCATION FUNCTION MATERIAL FINISH SIZE THICKNESS NOTES SET 01 GUEST BEDROOM 1 & 2 SWING SOLID CORE WOOD PAINT 36" X 96" 1 " 1 02 POWDER ROOM 202 SWING SOLID CORE WOOD PAINT 34" X 96" 1 1 OWNERS: BEN HANSEN G BATHROOM 101, CLOSETS SWING SOLID CORE WOOD PAINT 32" X 96" 1 " HARDWARE SET 1 AT BEDROOM SEE NOTES CHRISTINE HANSEN HARDWARE SET 2 AT CLOSET 420 STATE STREET BROOKLYN, NY 11217 G TOILET ROOM AT M. BATH 203 SWING SOLID CORE WOOD PAINT 30" X 96" 1 " 1 ARCHITECT OF RECORD: HANSEN ARCHITECTURE + DESIGN 420 STATE STREET 05 CLOSET AT BATHROOM 101 SWING SOLID CORE WOOD PAINT 28" X 108" 1 " 3 BROOKLYN, NY 11217 917.202.9706 06 CLOSETS AT HOME OFFICE 102 SWING SOLID CORE WOOD PAINT CHRISTINE@HANSEN-ARCHITECTURE.COM 24" X 96" 1 �" 3 646.246.3938 BEN@BRHARCH ITECT.COM 07 MASTER BEDROOM 204 POCKET SOLID CORE WOOD PAINT 48" X 96" 1 " 4 STRUCTURAL ENGINEER: HAGE ENGINEERING PC 560 BROADWAY, #501 08 BATHROOM 201 & 203 POCKET / SOLID CORE WOOD PAINT 36" X 96" 1 " 4 NEW YORK, NY 10012 SLIGIND 212.358.7778 MAIL@HAGEENGINEERING.COM 08 CLOSET AT WASHER/DRYER SWING LOUVERED WOOD PAINT 32" X 96" 1 2 HARDWARE SCHEDULE SET TYPE MANUFACTURER SPECIFICATION MATERIAL / FINISH REMARKS 1 BUTT HINGE STANLEY FBB179 - 4.5" X 4.5" US32D 4 PER DOOR LATCHSET OMNIA #12 PR US32D 2 4" BACKSET FLOOR BUMPER DELTANA UFBP5000U26D BRUSHED CHROME 2 BUTT HINGE STANLEY FB13179 - 4.5" X 4.5" US32D 4 PER DOOR LATCHSET OMNIA #12 PA US32D 2 4" BACKSET FLOOR BUMPER DELTANA UFBP5000U26D BRUSHED CHROME 3 PIVOT HINGE RIXSON PULL CLASSIC BRASS CLB-337851 BLACK 4 TRACK HARDWARE SET JOHNSON SOFT CLOSE 1500SC SERIES N/A POCKET DOOR FRAME KIT 153080SC LATCHSET DELTANA SDLA325U26D BRUSHED CHROME SEAL: 2'-4' 2'-4' 2'-6' 2'-0' 4'-0' 3'-02'-10' � %<.� �If''I *I j . LIZ Zr � J•c5 1 �_ _ .•r ///41� �� ZD ;o :o ZD 01 N / N N // N _ N DATE: ISSUE: REV: q q q o 0 0 0 o co ao co co co JAN 1 2022 DOB SUBMISSION \ / \ co �v m �\ 14 ZD N - N - N N D O O O \ N O \ M \ M \ M \ M M 1%v Iv O O O O / O \ THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF HANSEN ARCHITECTURE DESIGN, PLLC,WHETHER THE PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED O8 09 OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS 01 02 03 04 05 06 07 MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE DESIGN,PLLC. THIS DRAWING SHALL NOT BE USED OR REPRODUCED BY ANYONE ON OTHER PROJECTS,FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS WITHOUT WRITTEN CONSENT. 0 COPYRIGHT SCALE: DATE: TITLE: INTERIOR DOOR SCHEDULE SHEET NO.: A- 003mOO FLOOR AREA SUMMARY LOT COVERAGE SUMMARY FLOOR INTERIOR SQUARE FOOTAGE EXTERIOR SQUARE FOOTAGE AREA SQUARE FOOTAGE GROUND FLOOR 94 SF -- ROOF 1,450 SF IST FLOOR 996 SF 750 SF PLANTING 314 SF 2ND FLOOR 1,687 SF 247 SF DECK 444 SF TOTAL 2,777 SF 997 SF TOTAL 2,208 SF OWNERS: HANSENBEN CHRISTINE HANSEN 420 STATE STREET \ BROOKLYN, NY 11217 102',9 ARCHITECT OF RECORD: » Sop 28. 0"E p HANSEN ARCHITECTURE + DESIGN 420 STATE STREET BROOKLYN, NY 11217 ` 917.202.9706 CHRISTINE@HANSEN-ARCHITECTURE.COM 646.246.3938 BEN@BRHARCHITECT.COM v / Q m � STRUCTURAL ENGINEER: HAGE ENGINEERING PC 560 BROADWAY, #501 �Q NEW YORK, NY 10012 72'- 212.358.7778 11 ` MAIL@HAGEENGINEERING.COM �" � 1 NEW ATLANTIC RED CEDAR 76'-0. / PLANTINGS S7•�6�" SOLAR ARRAY +4.0' RETAINING AOF WALL, WALL / +6.0' SHALL NOT TO EXCEED 4' 28, IN HEIGHT ALONG ANY 6 " PART OF THE WALL ON THE ROAD SIDE OF THE WALL 45'-0"1 TOILET EXHAUST DUCT AND / \ +7.0' I VENT L—I �v PROPERTY LINE F -1 SOLAR ARRAY ry o D Z RD ROOF 1 35-01 1,450 SF 1 SIDE ARD S TRACK Z / SKYLIGHTS _ / Q 0 +8.0' I 0 OPEN F - 1 TO N DECK NEW WELL LOCATION BELOW I L 0 / I I +8.5' —1 Q Lu m GREEN ROOF 1 I M w 314 SF _) N OPEN o 0 / / 1 I z I w 0 SEAL 711 16'-81 7'-32' V701-62" l s1oE Q v 4 Y SErB ARD CK i -1 I I IDATE: ISSUE: REV: GRAVEL DRIVEWAY I I 0 JAN 1 2022 DOB SUBMISSION I FRENCH DRAINI 0 PROPERTY LINE 0 n < 0 +6.0' I- I NEW SEPTIC SYSTEM 0 NEW CONCRETE RETAINING 12'-2" WALL. TOP OF WALL = I1 +4.0' 30" WITHIN 30' OF PROPERTY LINE 15'-0" 1 EXISTING GROUNDSEL THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL / NEW CURB CUT BUSHES SERVICE AND SHALL REMAIN THE PROPERTY OF HANSEN ARCHITECTURE DESIGN, PLLC,WHETHER THE PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED / OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE DESIGN, PLLC. THIS DRAWING SHALL NOT BE USED OR REPRODUCED BY ANYONE ON OTHER PROJECTS,FOR 128'-42" N57'16'10"W 30-0 ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS WITHOUT WRITTEN CONSENT. ®COPYRIGHT RETAINING WALL, SCALE:DATE: TOP OF RETAINING WALL N SHALL NOT TO EXCEED 4' SITE PLAN NO EXISTING SIDEWALK IN HEIGHT ALONG ANY PART OF THE WALL ON TITLE: 1/8" - �� �~ THE ROAD SIDE OF THE WALL SITE PLAN HARBOR ROAD SHEET NO.: A- 1 OOmOO ? 8 k ` ref f OWNERS: BEN HANSEN / CHRISTINE HANSEN Q 2p� 420 STATE STREET BROOKLYN, NY 11217 WOOD PILE, TYP. SEE �' � � \ ARCHITECT OF RECORD: STRUCT. DWGS ` f \ HANSEN ARCHITECTURE + DESIGN 39--9 420 STATE EET BROOKLYN, NY 11217 917.202.9706 ton CHRISTINE@HANSEN-ARCHITECTURE.COM / �f� 646.246.3938 r BEN@BRHARCHITECT.COM / \ STRUCTURAL ENGINEER: ��� STAIR N HAGE ENGINEERING PC D000 -\� 560 BROADWAY, #501 NEW YORK, NY 10012 212.358.7778 MAIL@HAGEENGINEERING.COM f UP / � I r, I / 8�l/� I I 2 ` 1 ct i f / I a-Zoo / S SEAL: ZED AA l i J I I ,l ;,tlA41, C� 2 1 ,r z 27'-3' y j y0.341 2 B *OF NEN4 DATE: ISSUE: REV: / J / RAMP JAN 1 2022 DOB SUBMISSION F UP 16'-821" 7'-3'^ 29'-3" .00 53'-3'" THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF HANSEN ARCHITECTURE DESIGN,PLLC,WHETHER THE PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED I OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE A-201 DESIGN,PLLC. THIS DRAWING SHALL NOT BE USED OR REPRODUCED BY ANYONE ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS WITHOUT WRITTEN CONSENT. ®COPYRIGHT SCALE: DATE: TITLE: GROUND FLOOR GRAVEL DRIVEWAY PLAN SHEET NO.: 'K GROUND 1 . I GROUND FLOOR PLAN 1/4" = 1'-0" OWNERS: EMERGENCY ESCAPE WINDOW A?Op BEN HANSEN PER R310 CHRISTINE HANSEN 420 STATE STREET W100 14-4" BROOKLYN, NY 11217 A ARCHITECT OF RECORD: 3g�giry HANSEN ARCHITECTURE + DESIGN 6'-6. 420 STATE STREET W101 BROOKLYN, NY 11217 - WALL MOUNTED HEAT o PUMPS / ® 917.202.9706 A CHRISTINE@HANSEN-ARCHITECTURE.COM 1�•, 1 646.246.3938 e Off» BEN@BRHARCHITECT.COM 100 GUEST BED 1 A o' STRUCTURAL ENGINEER: WOOD FLOORINGG HAGE ENGINEERING PC DRYER EXHAUST DUCT WITH `/° i 36" HIGH RAILING 560 BROADWAY, #501 BACKDRAFT DAMPER 03 NEW YORK, NY 10012 DUCTED THROUGH WALL ,/ C �� _ 212.358.7778 104 STAIR i \ �� MAIL@HAGEENGINEERING.COM CL. SD HWH DECK ABOVE DOMESTIC ELECTRIC WATER HEATER W107 08 �D 09 I I SD 110 CFM TOILET EXHAUST A FAN DUCTED TO ROOF WC 05 ® � 'UP ``' 03 ROOF LEADER DN O E 0SINK / 105 FOYER %� I SH F D O /CL.O 03 TILE I co 11011 BATHROOM � TILE EMERGENCY ESCAPE WINDOW CL PER R310 F \ CD F II 2 06 CL ;r 106 DECK a-too IN WOOD DECKING W106 I � A 06 / A ' o D1oo O ' I • F102 FHOME OFFICE 'i w1o3 WOOD FLOORING70 f / I Itrl 36" HIGH RAILING A I EAL. I C2 I :�_ / I I Imo::i''IN' 11031 MEDIA I L WOOD FLOORING i r RAMP SLOPE = 1:14 EMERGENCY ESCAPE WINDOW PER R310 DATE: ISSUE: REV: W104 / `D JAN 1 2022 DOB SUBMISSION A 15-22" W105 36'-4 " 53'-32" THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF HANSEN ARCHITECTURE DESIGN,PLLC,WHETHER THE PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE DESIGN,PLLC. THIS DRAWING SHALL NOT BE USED OR REPRODUCED BY ANYONE ON OTHER PROJECTS,FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF A-201 THIS PROJECT BY OTHERS WITHOUT WRITTEN CONSENT. 0 COPYRIGHT SCALE: DATE: TITLE: IST FLOOR PLAN N IST FLOOR PLAN 1/4. _ 1'-0" SHEET NO.: A- 1 02m00 EMERGENCY ESCAPE WINDOW OWNERS: PER R310 BEN HANSEN / CHRISTINE HANSEN A 2p� 420 STATE STREET W200 /4,4" BROOKLYN, NY 11217 B ARCHITECT OF RECORD: HANSEN ARCHITECTURE + DESIGN W201 6;3„ 57'_ 420 STATE STREET BROOKLYN, NY 11217 0 / g 0 917.202.9706 CHRISTINE@HANSEN—ARCHITECTURE.COM /g` 646.246.3938 W202 W203 3" BEN@BRHARCHITECT.COM 200 GUEST BED 2 g � WOOD FLOORING STRUHAGECTURAL R. ENGINEERING NG PC G t 560 BROADWAY, #501 12011 BATHROOM c 12051 STAIR ^� C REF O /O—)� NEW YORK, NY 10012 __j212.358.7778 TILE N SD 207 KITCHEN ❑ K MAIL@HAGEENGINEERING.COM 06 CL/ ry WOOD FLOORING 08 CL./ 01 Z H W / 110 CFM TOILET EXHAUST W212 O SINK D200 FAN / l c SINK N OO WC ° 202 POWDER ROOM U ATHTUB f' I TILE o° SD / `DN 208 DINING ROOM E E lI / WOOD FLOORING ^ ? O ELEC. COOKTOP W/ OVEN I Alp/ eo o 12061HALL i BELOW, 400 CFM FAN WC VENTED TO ROOF I SINK E /r j WOOD FLOORING // O ° OZ o 02 / / I! il I210 TERRACE I ° ° / co WOOD DECKING 07 j / 7—DAY PROGRAMMABLE 00 SINK THERMOSTAT j I I G SINK 0 BELOW � I coW211 36" HIGH RAILING;' / SDco 203 BATHROOM B / UL LISTED FACTORY—BUILT WOOD BURNING FIREPLACE B TILE 08 W207 WITH COMBUSTION AIR I 2 INSTALLED PER D201 1 I A-200 MANUFACTURER'S O, 04 W208 i INSTRUCTIONS. y W206 % HEARTH EXTENSION 209 LIVING ROOM HOWER INSTALLED PER WC MANUFACTURERS WOOD FLOORING 36" RAILING SPECIFICATIONS ( � �cl B g I SEAL: —1- - - -- - - ----------- ---- --- ----- - ti, K ! I I zv� 12041 M BEDROOM I — � �- — — _ — — - � ---------� ' � - , ' ` • ' 1 „ J ' ',� -tl.T ,T.+ 11•`ice 9'-11 15-3j" WOOD FLOORING WOOD DECKING EMERGENCY ESCAPE WINDOW W209 PER R310 DATE: ISSUE: REV: JAN 1 2022 DOB SUBMISSION B 14'-112" W210 ol 64'-72" THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF i HANSEN ARCHITECTURE DESIGN,PLLC,WHETHER THE PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED A-201 OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE DESIGN, PLLC. THIS DRAWING SHALL NOT BE USED OR REPRODUCED BY ANYONE ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS WITHOUT WRITTEN CONSENT. ®COPYRIGHT SCALE: DATE: TITLE: 2ND FLOOR PLAN N 2ND FLOOR PLAN I 1/4" _ 1'-0" SHEET NO.: A- 1 03mOO OWNERS: BEN HANSEN CHRISTINE HANSEN 420 STATE STREET BROOKLYN, NY 11217 ARCHITECT OF RECORD: HANSEN ARCHITECTURE + DESIGN 6 420 STATE STREET 2 BROOKLYN, NY 11217 917.202.9706 CHRISTINE@HANSEN-ARCHITECTURE.COM 646.246.3938 BEN@B RHARCH I TECT.COM STRUCTURAL ENGINEER: HAGE ENGINEERING PC 560 BROADWAY, #501 NEW YORK, NY 10012 SOLAR THERMAL ENERGY W W W W W W 212.358.7778 SYSTEM TO BE FILED W y y W MAIL@HAGEENGINEERING.COM SEPARATELY. W W Y Y W W W Y W W W TOILET EXHAUST WITH KITCHEN VENT WITH GOOSENECK AND GRAVITY ELBOW DOWN AND DAMPER GRAVITY DAMPER W TOP OF 3"0 PLUMBING TOP OF 3"0 PLUMBING--moo 588 SF GREEN ROOF VENT = 3'-0" ABOVE VENT = 3'-0" ABOVE COLUMBIA GREEN ROOF LEVEL ROOF LEVEL TECHNOLOGIES 2'x2' SOLAR THERMAL ENERGY O PLANTED-IN-PLACE TRAYS SYSTEM TO BE FILED RD SEPARATELY EPDM ROOFING SLOPED TO ? O ROOF DRAIN, TYP. q 20/ RD y co .r STEEL BEAM, SEE STRUCT. 1.3001 ROOF DECK W W OPEN TO BELOW DWGS. W W W300 '� W301 W 00 _I W 1� W cV �, .► ,� OPEN TO BELOW A-200 y W y W y W Y W W W W W W W W W W W W Y ✓ W W W W W W W W W W W W W W W W 13031 GREEN ROOF" W W W W W y W W W Cw W W W Y W W W W W W W W W W W W SEAL �J+ /,Fy '1,y OPEN TO BELOW ll �•;/'' ly' � Irk; f.•tk�1 - -'r�' � UL-LISTED FACTORY BUILT CHIMNEY, INSTALLED PER C 1 MANUFACTURER'S INSTRUCTIONS INSULATION SHIELD DATE: ISSUE: REV: PROVIDED BETWEEN JAN 1 2022 DOB SUBMISSION CHIMNEY AND INSULATION 16 82" 9'-32" 38'-72" 64'-7" THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF HANSEN ARCHITECTURE DESIGN,PLLC,WHETHER THE A-201 PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE DESIGN,PLLC. THIS DRAWING SHALL NOT BE USED OR REPRODUCED BY ANYONE ON OTHER PROJECTS,FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS WITHOUT WRITTEN CONSENT. ®COPYRIGHT SCALE: DATE: TITLE: ROOF PLAN N ROOF PLAN I SHEET NO.: 1/4" _ 1'-0" A- 1 04mOO fi OWNERS: BEN HANSEN CHRISTINE HANSEN 420 STATE STREET BROOKLYN, NY 11217 ARCHITECT OF RECORD: HANSEN ARCHITECTURE + DESIGN 420 STATE STREET BROOKLYN, NY 11217 917.202.9706 CONTROLLED BY DAYLIGHT 11041 STAIR TIMER, TYP. 101 BEDROOM CHRISTINE@HANSEN-ARCHITECTURE.COM 646.246.3938 BEN@BRHARCHITECT.COM STRUCTURAL ENGINEER: HAGE ENGINEERING PC / 100 GUEST BED 2 560 BROADWAY, #501 NEW YORK, NY 10012 / -1�-9'-0' A.F.F. 212.358.7778 3-WAY SWITCH TO CL. MAIL@HAGEENGINEERING.COM ' UPSTAIRS 001 STAIR 1 /' CL sD f CL. j S r 11011 BATHROOM C A I UCEDAR NDERSIDE NK AT 9'-0' A.F.F. A 110 CFM TOILET EXHAUST A FAN DUCTED TO ROOF 1101 N A A 3- SWITCH TO I GROUND FLOOR PLANA DOWNSTA 1/4" - 1'-0" CL. ` S 3-WAY SWITCH TO UPSTAIRS A M Q 105 F FOYER *9'-0" A.F.F. A OPEN TO BOVE —] sp N Q 11061 DECK '-5 A.F.F. A EXPOSED WOOD JOISTS AND F F CONTROLLED BY DAYLIGHT TIMER STEEL BEAMS, SEE STRUCT. � DWGS. 11021 OFFICE CEMENT BOARD PANELS *9'-0' A.F.F. A D SEAL: SD 0 CEDAR PLANK AT i p UNDERSIDE F F 11031 GUEST BED 1 -J�9'-0' A.F.F. DATE: ISSUE: REV: D JAN 1 2022 DOB SUBMISSION TYPE D CONTROLLED BY DAYLIGHT TIMER, TYP. N IST FLOOR PLAN 2 1/4 _ -O" THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF HANSEN ARCHITECTURE DESIGN,PLLC,WHETHER THE PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE DESIGN,PLLC. THIS DRAWING SHALL NOT BE USED OR REPRODUCED BY ANYONE ON OTHER PROJECTS,FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS WITHOUT WRITTEN CONSENT. ®COPYRIGHT SCALE: DATE: TITLE: IST FLOOR REFLECTED CEILING PLAN SHEET NO.: A- 1 05mOO I IL �\ 12041 STA(R 12001 MEDIA ROOM 9'-10' A.F.F. -o F OWNERS: / BEN HANSEN CHRISTINE HANSEN / Q 420 STATE STREET --- _ BROOKLYN, NY 11217 A ARCHITECT L SD / ,� I CEDAR PLANK AT OF ACCESS PANEL S / / UNDERSIDE HANSEN ARCHITECTURE + DESIGN O L 206 KITCHEN VAC UNIT 420 STATE STREET BROOKLYN, NY 11217 12011 BATHROOM S J $10'-9' kF.F. I 1 ' *8'-2' A.F.F. / / I 917.202.9706 OHRISTINEE@HOANSEN-ARCHITECTURE.COM A / ` 206 DINING ROOM 1 BEN@46.393 HITECT.COM F 110 CFM TOILET EXHAUST F SD � / - f X10'-9' A.F.F. FAN O / / f STRUCTURAL ENGINEER: / HAGE ENGINEERING PC 202 POWDER =ROOM £ O J 461 / OPEN ABOVE I CEDAR PLANK AT NEW YORK, NYYI 0521 UNDERSIDE �8'-2' A.F.F. K I / � 212.358.7778 STEEL BEAM, SEE STRUCT. MAIL@HAGEENGINEERING.COM DWGS. 1 1 203 BATHROOM J / OPEN T *8'-2' A.F.F. A � SD 1 1 110 CFM TOILET EXHAUST A FAN I A 20512071 LIVING ROOM OPEN ABOVE I HALL % $10'-9' A.F.F. / -f�-9'-0' A.F.F. / / f A � 1-IVACUNIT / HVAC UNIT R A ZAP / f I 3 / j / / r CEMENT BOARD PANELS OPEN ABOVE i r 1 1 I F F STEEL BEAM, SEE STRUCT. DWGS. 12031 M BEDROOM *9'-10" A.F.F. SEAL: N 2ND FLOOR PLAN 1/4' = 1,_0. 2018 INTERNATIONAL ENERGY CONSERVATION CODE LIGHTING SCHEDULE DATE: ISSUE: REV: SECTION ECC C402 13UILDING ENVELOPE REQUIREMENTS TOTAL EFFICACY HIGH EFFICACY JAN 1 2022 DOB SUBMISSION C402.5.8 RECESSED LIGHTING. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE TAG QTY TYPE LOCATION MANUFACTURER SPECIFICATION FINISH LAMPING / WATTAGE WATTAGE (LUMENS PER WATT) Y/N REMARKS SHALL BE: IC-RATED LABELED AS NOT HAVING AN AIR LEAKAGE RATE OF NOT MORE THAN 2.0 CFM ® 19 RECESSED THROUGHOUT LITHONIA WF 8 LED 30K MW M6 WHITE LED / 13W 247 1,050LM / 13W = Y CONTROLLED BY LIGHT SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND INTERIOR WALL OR CEILING A 78LM/W SWITCH SECTION ECC C405 (ELECTRICAL POWER AND LIGHTING SYSTEMS ® NOT USED 12" UNDER CABINET THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL C405.1 GENERAL (MANDATORY). THIS SECTION COVERS LIGHTING SYSTEM CONTROLS, THE MAXIMUM LIGHTING POWER FOR INTERIOR AND EXTERIOR APPLICATIONS AND ELECTRICAL ENERGY CONSUMPTION. SERVICE RC SHALL REMAIN THE PROPERTY of EXCEPTION: DWELLING UNITS WITHIN COMMERCIAL BUILDINGS SHALL NOT BE REQUIRED TO HANSEN ARCHITECTURE DESIGN,PLLC,WHETHER THE NOT USED 36" UNDER CABINET PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED COMPLY WITH SECTIONS C405.2 THROUGH C405.5, PROVIDED THEY COMPLY WITH SECTION R404.1 OR NOT. NO CHANGES,ALTERATIONS CH DELETIONS MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE DESIGN,PLLC. THIS DRAWING SHALL NOT BE USED OR R404.1 LIGHTING EQUIPMENT (MANDATORY). NOT LESS THAN 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS OR NOT LESS THAN 75% OF THE �D 3 EXTERIOR PATH LIGHT FRONT RAMP HINKLEY LIGHTING 15014HE-LL HEMATITE LED / 1.5W 4.5 150LM / 1.5W Y CONTROLLED BY REPRODUCED BY ANYONE ON OTHER PROJECTS, FOR = ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF PERMANENTLY INSTALLE=D LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. 100.00 LM/W DAYLIGHT SENSOR THIS PROJECT BY OTHERS WITHOUT WRITTEN CONSENT. ®COPYRIGHT BATHROOMS, POWDER SCALE: aE 9 SCONCE ROOM RICH BRILLIANT WILLING LD-S-PC20-27-120-TR MATTE WHITE LED / 8.5W 76.5 390LM / 8.5W = Y CONTROLLED BY LIGHT DATE: 45LM/W SWITCH OF 12 SURFACE MOUNTED DOWNLIGHT BEDROOMS, BATHROOMS TECH LIGHTING 70OWCQ S 930 H 120 CHARCOAL LED / 12W 144 472LM / 12W = N CONTRHOLLED BY LIGHT 39LM/W CTITLE: RATED LAMP POW(=R MINIMUM HIGH EFFICACY VALUES 15 W OR LESS 40 LUMENS / WATT © NOT USED SURFACE MOUNTED DOWNLIGHT 2ND FLOOR GREAT THAN 15W UP TO 40W 50 LUMENS / WATT REFLECTED CEILING GREATER THAN 40W 60 LUMENS WATT aH 2 EXTERIOR MOUNTED SCONCE BACKYARD, FRONT YARD HARBISON 71252-78-L 9" HIGH SILVER/OXIDE FLECKS LED / 11W 22 245LM / 11 W = N CONTROLLED BY LIGHT PLAN 22LM/W SWITCH TOTAL # OF FIXTURES TOTAL # OF HIGH-EFFICACY FIXTURES 84 70 0 29 TRACK LIGHT / MONOPOINT LIVING/KITCHEN/DINING/ WAC LIGHTING OCULARC 7030 LED TRACK BLACK LED / 32W 928 2,025LM / 32W = Y CONTROLLED BY LIGHT SHEET NO.: J HALL 205 HEAD 120V 63LM/W SWITCH 70 / 84 = 83% ,/ COMPLIES # OF HIGH EFFICACY FIXTURES REQUIRED BY CODE = 75% 4 CHANDELIER FOYER, HALL AND KITCHEN FLOS GLO-BALL S-2 N/A PROVIDE (1) DIMMABLE G25 SILVER TIP 24 48OLM / 6W = Y CONTROLLED BY LIGHT (3 1060,00 LED BULB / 6W PER FIXTURE 8OLM/W SWITCH 6 MOTION SENSOR DOWNLIGHT CLOSETS ACCESS LIGHTING MODPLUS WHITE LED / 18W 48 1440LM / 18W = Y CONTROLLED BY 20851LEDMS-WH/ACR 80LM/W MOTION SENSOR 3 3 4 A300 A300 A300 SIM. EL +32'-0" j4 OWNERS: ;o TOP OF PARAPET BEN HANSEN CHRISTINE HANSEN EL +30'-6' ,` 420 STATE STREET TOP OF ROOF BROOKLYN, NY 11217 ARCHITECT OF RECORD: HANSEN ARCHITECTURE + DESIGN OPEN W203 W202 W I �W�o 420 STATE STREET BROOKLYN, NY 11217 917.202.9706 CHRISTINE@HANSEN—ARCHITECTURE.COM 646.246.3938 BEN@BRHARCH ITECT.COM STRUCTURAL ENGINEER: EL +19'-2" HAGE ENGINEERING PC Ll 2ND FL FINISH FLOOR 560 BROADWAY, #501 NEW YORK, NY 10012 METAL RAILING 212.358.7778 N MAIL@HAGEENGINEERING.COM WOOD FASCIA BOARD CEDAR PLANK SIDING, TYP. STEEL COLUMNS AND CROSS CID BRACING, SEE STRUCT. DWGS. 91 1 1 1 1 ILI I IWIO WI00 0 'NV CEDAR PLANK SIDING, TYP. D000 a EL +8'-6' CEMENT BOARD FASCIA FIRST FL FINISH FLOOR FINISHED GRADE— WOOD PILE AND GIRDER, SEE `Q CONCRETE RETAINING WALL— STRUCT. DWGS. EL +6'-0' N FOR SEPTIC SYSTEM o BASE FLOOD ELEVATION Lo EL +2.72' I BUILDING ELEVATION NORTH AVG NAT. GRADE 1/4" _ 1'-0" EL + 0'-0' � SEA LEVEL SEAL: ✓�;�!D ARCy It c Z_ C-) 1 " EL +32'-0" 3 :O TOP OF PARAPET 9T o3420- �O EL +30'-6" F O F N E�� TOP OF ROOF DATE: ISSUE: REV: METAL RAILING THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL CEDAR PLANK SIDING, TYP. SERVICE AND SHALL REMAIN THE PROPERTY OF WOOD FASCIA BOARD EL +19'-2" HANSEN ARCHITECTURE DESIGN,PLLC,WHETHER THE PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED 2ND FL FINISH FLOOR OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE DESIGN,PLLC. THIS DRAWING SHALL NOT BE USED OR ' REPRODUCED BY ANYONE ON OTHER PROJECTS, FOR civ ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS WITHOUT WRITTEN CONSENT. ®COPYRIGHT SCALE: °O DATE: 0 STEEL COLUMN AND CROSS BRACING, SEE STRUCT. DWGS. TITLE: CEDAR PLANK SIDING, TYP. EXTERIOR CEMENT BOARD FASCIA EL +8'-6' j, AllELEVATIONS FIRST FL FINISH FLOOR WOOD PILE AND GIRDER, SEE STRUCT. DWGS. N EL +6'-0' rib, BASE FLOOD ELEVATION in SHEET NO.: EL +2.72' AVG NAT. GRADE Z BUILDING ELEVATION EAST A- 200mOO 1/4" = 1'-0" EL + 0'-0' � SEA LEVEL 1' W, 4 3 A300 A300 ob EL +32'-0' OWNERS: TOP OF PARAPET ;o BEN HANSEN CHRISTINE HANSEN EL +30'-6' 420 STATE STREET ob TOP OF ROOF BROOKLYN, NY 11217 - - ARCHITECT OF RECORD: HANSEN ARCHITECTURE + DESIGN W2 420 STATE STREET W204 BROOKLYN, NY 11217 917.202.9706 CHRISTINE@HANSEN-ARCHITECTURE.COM xx 646.246.3938 BEN@BRHARCHITECT.COM STRUCTURAL ENGINEER: olb EL +19'-2' HAGE ENGINEERING PC 2ND FL FINISH FLOOR 560 BROADWAY, #501 NEW YORK, NY 10012 212.358.7778 N MAIL@HAGEENGINEERING.COM METAL RAILING W1 WOOD FASCIA BOARD CEMENT BOARD PANELING °O CEDAR PLANK SIDING, TYP. 0 CEDAR PLANK SIDING, TYP. STEEL COLUMNS AND CROSS n. BRACING, SEE STRUCT. DWGS. CEMENT BOARD FASCIA METAL RAILING FINISHED GRADE WOOD PILE AND GIRDERS, SEE STRUCT. DWGS. CONCRETE RETAINING WALL FOR SEPTIC SYSTEM ot EL +8'-6' FIRST FL FINISH FLOOR 305 N OL EL +6'-0' o BASE FLOOD ELEVATION ' EL +2.72' AVG NAT. GRADE OIL EL + 0'-0' SEA LEVEL. I BUILDING ELEVATION SOUTH 1/4" = 1'-0" SEAL: AF;e r2k-)6, r � , ri ...:_ . q �F .-A A300 A300 -k U EL +32'-0' -' :o TOP OF PARAPET 0 { EL +30'-6' TOP OF ROOF DATE: ISSUE: REV: W�LI W { THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF EL +19'-2' HANSEN ARCHITECTURE DESIGN,PLLC,WHETHER THE PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED 2ND FL FINISH FLOOR OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE DESIGN,PLLC. THIS DRAWING SHALL NOT BE USED OR ' REPRODUCED BY ANYONE ON OTHER PROJECTS,FOR N ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS WITHOUT WRITTEN CONSENT. 0 COPYRIGHT WI 7 WIa6 _ SCALE: °O DATE: 0 WALL-MOUNTED HEAT PUMP CEDAR PLANK SIDING, TYP. TITLE: EL +8'-6' EXTERIOR FIRST FL FINISH FLOOR _ ELEVATIONS CEMENT BOARD FASCIA 'O N WOOD PILE AND GIRDERS, SEE _ EL +6'-0' STRUCT. DWGS. - 91- BASE FLOOD ELEVATION in -- - • " SHEET NO.: EL +2.72' u-- —u AVG NAT. GRADE A- 201 mOO EL + 0'-0' SEA LEVEL 2 BUILDING ELEVATION WEST 1/4" = 1'-0" I 2 A300 A300 EL +32'-0' OWNERS: TOP OF PARAPET BEN HANSEN CHRISTINE HANSEN EL +30'-6' 420 STATE STREET TOP OF ROOF BROOKLYN, NY 11217 ARCHITECT OF RECORD: I HANSEN ARCHITECTURE + DESIGN 420 STATE STREET W209 W20 BROOKLYN, NY 11217 I = Zi 917.202.9706 CHRISTINE@HANSEN-ARCHITECTURE.COM 646.246.3938 BEN@BRHARCHITECT.COM EL +19'-2' STRUCTURAL ENGINEER: HAGE ENGINEERING PC 2ND FL FINISH FLOOR 560 BROADWAY, #501 NEW YORK, NY 10012 o 212.358.7778 oo/lIol `" MAIL@HAGEENGINEERING.COM W104 WI ao 0 CEDAR PLANK SIDING, TYP. CEDAR PLANK SIDING, TYP. EL +8'-6' ` FIRST FL FINISH FLOOR CEMENT BOARD FASCIA ' . `._:`.r: : ". _ ::,-• _ CEMENT BOARD FASCIA WOOD GIRDER AND PILE, SEE WOOD GIRDER AND PILE, SEEEL +6'-0' , STRUCT. DWGS. _ STRUCT. DWGS. ' BASE FLOOD ELEVATION Lo EL +2.72' AVG NAT. GRADE EL + 0 -0' STAIR SECTION WESTSEA LEVEL 1/4"M = 1'-0" SEAL: iws? 1 tii Kt: lCi '��-• `f ."1 ,t.,.. .�,. 'Lam\ ! }I DATE: ISSUE: REV: HANDRAIL 0 N THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL 1'_�• SERVICE AND SHALL REMAIN THE PROPERTY OF HANSEN ARCHITECTURE DESIGN, PLLC, WHETHER THE PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE DESIGN,PLLC. THIS DRAWING SHALL NOT BE USED OR (• ao REPRODUCED BY ANYONE ON OTHER PROJECTS,FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS WITHOUT WRITTEN TREAD CONSENT. 0 COPYRIGHT SCALE: DATE: TITLE: STAIR SECTIONS 2 TYPICAL STAIR DETAIL In = 1'-0" SHEET NO.: A- 202000 32'-0' ZINC COPING ZINC COPING ZINC COPING -� T T OP OF PARAPET ZINC COPING I { ROOF CONSTRUCTION: ROOF CONSTRUCTION: - ROOF CONSTRUCTION: E • EPDM ROOF MEMBRANE ROOFCONSTRUCTION: ROOF MEMBRANE �h } -' • EPDM ROOF MEMBRANE • EPDM ROOF MEMBRANE • TAPERED RIGID INSULATION • TAPERED RIGID INSULATION • TAPERED RIGID INSULATION • TAPERED RIGID INSULATION ! • R12.0 CONTINUOUS INSULATION • R12.0 CONTINUOUS INSULATION • R12.0 CONTINUOUS INSULATION • R12.0 CONTINUOUS INSULATION ot 30'-6" • 2 LAYERS 4' EXT. GRADE • 2 LAYERS 4" EXT. GRADE • 2 LAYERS 4' EXT. GRADE • 2 LAYERS 4' EXT. GRADE PLYWOOD SHEATHING PLYWOOD SHEATHING PLYWOOD SHEATHING PLYWOOD SHEATHING TOP OF CONT. 3' RIGID INSUL. • WOOD FRAMING, REF. STRUCT. • WOOD FRAMING, REF. STRUCT. • WOOD FRAMING, REF. STRUCT. • WOOD FRAMING, REF. STRUCT. DWG DWG DWG DWG I • R21 BATT INSULATION • R21 BATT INSULATION • R21 BATT INSULATION• R21 BATT INSULATION FRAMING FOR DROPPED CEILING • FRAMING FOR DROPPED CEILING • FRAMING FOR DROPPED CEILING • FRAMING FOR DROPPED CEILING • • 8" GWB I • 8' GWB • 8" GWB • e" GWB OWNERS: r - BEN HANSEN N EXTERIOR WALL CONSTRUCTION: N ! EXTERIOR WALL CONSTRUCTION: N EXTERIOR WALL CONSTRUCTION: N EXTERIOR WALL CONSTRUCTION: CHRISTINE HANSEN • CEDAR PLANK SIDING • CEDAR PLANK SIDING • CEDAR PLANK SIDING • CEDAR PLANK SIDING 420 STATE STREET • SHIM SPACE SHIM SPACE • SHIM SPACE BROOKLYN, NY 11217 I • SHIM SPACE • R8.0 CONTINUOUS INSULATION • R8.0 CONTINUOUS INSULATION • R8.0 CONTINUOUS INSULATION • R8.0 CONTINUOUS INSULATION • SELF-ADHERED, WATER RESISTIVE • SELF-ADHERED, WATER RESISTIVE • SELF-ADHERED, WATER RESISTIVE • SELF-ADHERED, WATER RESISTIVE ARCHITECT OF RECORD ! VAPOR PERMEABLE AIR BARRIER ( i VAPOR PERMEABLE AIR BARRIER VAPOR PERMEABLE AIR BARRIER VAPOR PERMEABLE AIR BARRIER 2R'-2" SHEET MEMBRANE SHEET MEMBRANE SHEET MEMBRANE �= � SHEET MEMBRANE HANSEN ARCHITECTURE + DESIGN STRUCTURAL PANEL • STRUCTURAL PANEL • STRUCTURAL PANEL • STRUCTURAL PANEL 420 STATE STREET • • WOOD FRAME, SEE STRUCT. DWG • WOOD FRAME, SEE STRUCT. DWG BRYA OOKLYN,FLOOR NY 11217 • R21 BATT INSULATION • R21 BATT INSULATION • R21 BATT INSULATION • R21 BATT INSULATION • 8' GWB • 8" GWB • s" GWB • 8" GWB 917.202.9706 CHRISTINE@HANSEN-ARCHITECTURE.COM ZINC FLASHING 646.246.3938 �— BEN@BRHARCHITECT.COM i i STRUCTURAL ENGINEER: i HAGE ENGINEERING PC 560 BROADWAY, #501 NEW YORK, NY 10012 212.358.7778 I MAIL@HAGEENGINEERING.COM °' o� o, v. I s ! WINDOW WINDOW FLOOR CONSTRUCTION: FLOOR CONSTRUCTION: FLOOR CONSTRUCTION: FLOOR CONSTRUCTION: • HARDWOOD FLOORING • HARDWOOD FLOORING • HARDWOOD FLOORING • HARDWOOD FLOORING EL +19'-'2" • 2 LAYERS PLYWOOD SUBFLOOR • 2 LAYERS PLYWOOD SUBFLOOR • 2 LAYERS PLYWOOD SUBFLOOR _ _ • 2 LAYERS PLYWOOD SUBFLOOR 2ND FL FINISH FLOOR • R21 BATT INSULATION • R21 BATT INSULATION • R21 BATT INSULATION • R21 BATT INSULATION • WOOD FRAMING • WOOD FRAMING • WOOD FRAMING • WOOD FRAMING 1 J • 8" GWB i ( • 8' GWB • 8' GWB • 8" GWB ZINC SILL ZINC SILL OL EL +17'-6" NOTE: ELIMINATE INSULATION AT T IST FL FINISH FLOOR TRANSOM BETWEEN WINDOWS 104/209 ! NOTE: ADD INSULATION AT TRANSOM 81 105/210. SEE DETAIL 3/A300 f BETWEEN WINDOWS 104/209 & 105/210. i SEE DETAIL I/A300 t I ZINC FLASHING ZINC FLASHING � I !1 IH t SEAL: yo ARC o 0 0 ��'\✓�ICA A N,9� .Z FLOOR CONSTRUCTION: FLOOR CONSTRUCTION: FLOOR CONSTRUCTION: -i FLOOR CONSTRUCTION: yT 3q 2g t- yp • HARDWOOD FLOORING • HARDWOOD FLOORING • HARDWOOD FLOORING • HARDWOOD FLOORING • 2 LAYERS PLYWOOD SUBFLOOR • 2 LAYERS PLYWOOD SUBFLOOR • 2 LAYERS PLYWOOD SUBFLOOR • 2 LAYERS PLYWOOD SUBFLOOR O F N E� • R21 BATT INSULATION • R21 BATT INSULATION • R21 BATT INSULATION • R21 BATT INSULATION • WOOD FRAMING • WOOD FRAMING • ! ! i WOOD FRAMING WOOD FRAMING� • STRUCTURAL PANEL • STRUCTURAL PANEL • STRUCTURAL PANEL • STRUCTURAL PANEL DATE: ISSUE: REV: • SELF-ADHERED, WATER RESISTIVE ! • SELF-ADHERED, WATER RESISTIVE • SELF-ADHERED, WATER RESISTIVE • SELF-ADHERED, WATER RESISTIVE VAPOR PERMEABLE AIR BARRIER VAPOR PERMEABLE AIR BARRIER VAPOR PERMEABLE AIR BARRIER VAPOR PERMEABLE AIR BARRIER j SHEET MEMBRANE SHEET MEMBRANE R8.0 CONTINUOUS INSULATION SHEET MEMBRANE ( • R8.0 UL CONTINUOUS INSULATIONSHEET MEMBRANE • R8.0 CONTINUOUS INSULATION • R8.0 CONTINUOUS INSULATION • EL +8'-6' j E FT IRST FL FINISH FLOOR _ ::_::._--._. . ,.._._ - ZINC SILL ZINC TRIM (CONTINUATION OF SILL) ZINC SILL ZINC TRIM (CONTINUATION OF SILL) -- -. _.: ..... ... .. —.._.__..... .. .......... ..___._ ...... ._.......... .. CEMENT BOARD FASCIA I CEMENT BOARD FASCIA CEMENT BOARD FASCIA CEMENT BOARD FASCIA 2' RIGID INSULATION ; 2' RIGID INSULATION 2' RIGID INSULATION Z' RIGID INSULATION } AIR BARRIER AIR BARRIER AIR BARRIER I ) THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL STRUCTURAL PANEL STRUCTURAL PANEL STRUCTURAL PANEL / AIR BARRIER I � RIM JOIST } RIM JOIST STRUCTURAL PANEL SERVICE AND SHALL REMAIN THE PROPERTY OF WOOD FRAMING, SEE STRUCT. DWGS. ) RIM JOIST HANSEN ARCHITECTURE DESIGN, PLLC,WHETHER THE PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED I OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS 4" 4" MAY BE LCEXCEPT GVLR DESIGN,PLLC. THISDRAW DRAWING BE USED OR 1 I I REPRODUCED BY ANYONE ON OTHER PROJECTS, FOR I I ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF WOOD GIRDERS AND PILE, SEE WOOD GIRDERS AND PILE, SEE ( THIS PROJECT BY OTHERS WITHOUT WRITTEN STRUCT. DWG. STRUCT. DWG. CONSENT. 0 COPYRIGHT J _ J SCALE: DATE: TITLE: TYP I CAL WALL SECT I ONS SHEET NO.: A- 300w00 AVG NAT. GRADE WINDOW SECTION (THRU GIRDERS) WALL SECTION (THRU GIRDERS) 3 WINDOW SECTION (COPLANAR TO GIRDERS) WALL SECTION (COPLANAR TO GIRDERS) 3/4" = 1'-0" 2 3/4" = 1'-0" " _ 1'-0" 43/4" = 0 PLUMBING SPECIFICATIONS 1 . ALL PLUMBING WORK TO COMPLY WITH THE BUILDING CODE OF THE STATE OF NEW YORK„ 2000 INTERNATIONAL PLUMBING CODE, AND ANY LOCAL BUILDING CODES. 2. ALL POTABLE WATER PIPING SHALL BE TYPE L COPPER TUBING PER ASTM B88 WITH WROUGHT COPPER FITTINGS PER ANSI B16.22 JOINED WITH SOLDER CONFORMING TO ASTM B32. 3. ALL SANITARY DRAINAGE AND VENT PIPING SHALL BE NO HUB CAST OWNERS: IRON SOIL PIPE PER ANSI 112-5-71 BEN HANSEN 4. PROVIDE CLEANOUTS NOT MORE THAN 50 FT. APART, AND AT EACH CHRISTINE HANSEN CHANGE OF DIRECTION GREATER THAN 45" IN ALL HORIZONTAL 420 STATE STREET DRAINAGE LINES AND AT THE BASE OF ALL WASTE OR SOIL STACKS BROOKLYN, NY 11217 PER SECTION P105.3 ARCHITECT OF RECORD: 5. PROVIDE LOCAL SHUT-OFF VALVES AT ALL FIXTURES AND APPLIANCES THAT REQUIRE POTABLE WATER SERVICE HANSEN ARCHITECTURE + DESIGN 6. PITCH HORIZONTAL DRAINAGE PIPING 2" OR LESS, A MINIMUM OF 1/4" 420 STATE STREET PER FOOT AND PIPING GREATER THAN 2", A MINIMUM OF 8" PER FOOT. BROOKLYN, NY 11217 7. WATER SUPPLY DISTRIBUTION SYSTEM TO BE PROTECTED BY 917.202.9706 ANTI-HAMMER DEVICES) INSTALLED PER MANUFACTURER'S CHRISTINE@HANSEN-ARCHITECTURE.COM 646.246.3938 SPECIFICATIONS. 3" V.T.R. 3" V.T.R. BEN@BRHARCHITECT.COM 8. ALL VENT PIPING SHALL BE INSTALLED IN ACCORDANCE WITH SECTION JL JL P109 ROOF STRUCTURAL ENGINEER: 9. INSULATE ALL POTABLE COLD AND HOT WATER PIPING WITH 4"SAN HAGE ENGINEERING PC ARMSTRONG TYPE AP ARMAFLEX PIPE INSULATION, 2" THICK. INSTALL " 4"V " " 560 BROADWAY, #501 PER MANUFACTURER'` SPECIFICATIONS. 1 DRAIN FROM __ _ ___ __ 2_ _____ __ 2___ NEW YORK, NY 10012 �-- �- -r--- =r-- -r-- -�- -T-- ---�� --�w -1^ 212.358.7778 10. THERE SHALL BE NO WET VENTING OF SANITARY DRAINAGE SYSTEM. AC UNIT N i Cv I N N N N IN Icv MAIL@HAGEENGINEERING.COM 11 . NO SUPPLY WATER LINES SHALL USE FLEXIBLE OR BENDABLE FITTINGS. 1-- 12. PLUMBING CONTRACTOR SHALL OBTAIN PERMITS AND FINAL INSPECTION CERTIFICATES FROM THE MECHANICAL INSPECTION BUREAU. P-2 I P-2 I P-1 I i I I P-1 I P-2 I P-1 I P-2 I P-5 13. BACKFLOW PREVENTERS SHALL BE INSTALLED ON ALL FIXTURES AND I 1 I P-3 i 1 P-4 I0 1 I 1 1 APPLIANCES AS REQUIRED BY CODE. (SUCH AS WASHING MACHINES, 2ND FL I I I I TI 2" DW BIDETS, ETC.). 1 1/2" 1 1/2" 3"U 2" " 3" 3" 1 1/2- 3" 1 1/2" " 14. PROVIDE SHUT-OFF VALVES AT ALL POTABLE WATER RISER 3 3 �j CONNECTIONS. � 15. PLUMBING CONTRACTOR SHALL COODINATE ALL WORK WITH OTHER 1" DRAIN FROM r-- T--- ,--r--^-f-- --------�„ I �1 �' I �I I i� AC UNIT I TRADES. I� 16. CONDENSATE LINES FROM AIR-HANDLERS TO BE 1 " DWV COPPER PIPE, - 1 I I I I•-- I`r WITH 4" THICK ARMSTRONG "ARMAFLEX" TYPE AP PIPE INSULATION. \ P-2 I P-1T1 I I pl I 17. RISER DIAGRAMS ARE SCHEMATIC REPRESENTATIONS ONLY. wm i I P_3 CONTRACTOR MUST REVIEW ARCHITECT'S DRAWINGS FOR LOCATIONS OF 1ST FL 1 I . I - i I FIXTURES, EQUIPMENT, ETC. 1 1/2" 3" 2" I " 2" 18. ALL RISER SHUT-OFF VALVE SHALL BE ACCESSIBLE FOR BUILDING 3 I MAINTENANCE. 1" DRAIN FROM- 19. ROM 19. PLUMBING CONTRACTOR TO EXAMINE PROPOSED LAYOUT WITH REGARD AC UNIT 4" TO EXISTING FIELD CONDITIONS, AND SHALL NOTIFY THE ARCHITECT OF I ANY DISCREPANCIES (BETWEEN ASSUMED FIELD CONDITIONS AND THOSE ENCOUNTERED DURING CONSTRUCTION. PLUMBING CONTRACTOR SHALL INFORM THE ARCHITECT OF ANY REVISIONS TO PLAN WHICH SHALL BE NECESSARY, BASED ON CONDITIONS UNCOVERED IN THE FIELD, IN GRADE ORDER TO INSTALL ALL FIXTURES, EQUIPMENT AND PIPING IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. 20. NO DEVIATION FROM THE ARCHITECT'S DRAWINGS SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL FROM: HANSEN ARCHITECTURE + DESIGN. 21. ACCESS DOORS SHALL BE PROVIDED FOR ALL BRANCH AND RISER VALVES (EVEN IF NO-IF NOTED ON PLAN). ACCESS DOORS SHALL BE LOCATED TO PROVIDE AMPLE ACCESS TO VALVES FOR SERVICING AND SEAL: OPERATING AND LOCATION OF WHICH SHALL BE COORDINATED WITH ��;Lo ARC THE ARCHITECT. PLUMBING FIXTURE SCHEDULE ����� N 22. ALL FLOOR DRAINS, FUNNEL DRAINS OR RECEIVERS SHALL HAVE - q� <�` AUTOMATIC TRAP-PRIMERS EVEN IF NOT INDICATED ON PLAN. ? "-' 0-A 23. NEW SUPPLY AND RETURN PIPING IS TO BE THREADED BRASS BRANCH PIPE CONNECTION PRESSURE TESTED, INSPECTED AND FULLY INSULATED PRIOR TO FIXTURE # DESCRIPTION DFU SFU EMBEDMENT. APPROPRIATE ALLOWANCES ARE TO BE MADE FOR PIPE DRAIN VENT HW CW 9�X0,3. ' 1 tio�- EXPANSIONS AND ACCESS TO ALL REQUIRED SHUT-OFF VALVES. 1,. FoF NE�� 24. ALL DOMESTIC WATER LINES LOCATED IN NON-HEATED AREAS ARE TO P-1 WATER CLOSET 3" 2" - 2 3 22 BE HEAT TRACED AND INSULATED TO AVOID FREEZING (ATTICS, . CRAWLSPACES, ETC. P-2 LAVATORY I In Ill DATE: .7 DATE: ISSUE: REV: !" I �" 25. PROVIDE INSULATION AND HEAT TRACING OF DOMESTIC WATER PIPING 2 2 2 2 JAN 1 2022 DOB SUBMISSION SERVING OUTDOOR SHOWER, INCLUSIVE OF BRANCH PIPING UP TO AND INCLUDING SHOWER VALVE BODY AND ANY OTHER DOMESTIC WATER P-3 SHOWER 12 2" 3n 34" 2 4 PIPING IN EXTERIOR WALLS OR EXPOSED AREAS. 26. WARRANTIES: ALL PLUMBING WORK SHALL E FREE FROM DEFECTS IN P-4 BATHTUB 1 2" 3" 3" 2 4 WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM 2 `` `` DATE OF FINAL ACCEPTANCE. ANY DEFECTS WHICH DEVELOP OR ARE DISCOVERED WITHIN THIS PERIOD SHALL BE REPAIRED BY THIS P-5 SINK 2" 2" 2" 2" 2 1.4 CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. THIS SERVICE DRAAND SHAG IS LLREMAIN OF OF �� HANSEN ARCHITECTURE DESIGN,PLLC,WHETHER THE DEW DISHWASHER 12" 12" 2" - 2 1.4 PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE DESIGN.PLLC. THIS DRAWING NOT BE USED OR FD FUNNEL DRAIN 2" 12 - - - - REPRODUCED BY ANYONE ON OTH RLPROJECTS.F ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS WITHOUT WRITTEN WM CLOTHES WASHER 2" 12 2" 2" 3 1.4 CONSENT. ®COPYRIGHT SCALE: FLD FLOOR DRAIN 3" 2" - - 2 - DATE: TITLE: PLUMBING RISERS AND SPECIFICATIONS SHEET NO.: P- 1 00moo f , r OWNERS: ! BEN HANSEN 420 CHRISTINE STATE STREET -b, BROOKLYN, NY 11217 FOR r DPH ABO £Sr A ARCHITECT OF RECORD: e! S££ DRAIN toc, RCN \, HANSEN ARCHITECTURE + DESIGN ARCH CAT/p 420 STATE STREET 8" Trp N WAT 1 s-too SIM. \_ BROOKLYN, NY 11217 j2fte180- ROp i J 'fs @ - OAC WAu A RP �N� ,,` \ LEGEND: 917.202.9706 tl, Bp �� ORAD 8 THICK C. £W Trp V£R£IHF, ,\ CHRISTINE@HANSEN-ARCHITECTURE.COM \, TOP R£INF. W W, CONC 20-TON TIMBER PILE BELOW AND ABOVE, 646.246.3938 Bp/T S£/�4 ® /O SLA9 ON , EXTENDING TO UNDERSIDE OF FIRST BEN@BRHARCHITECT.COM e FLOOR FRAMING. OT£ 13 p C 3 , ' `\ DENOTES: PILE BELOW e /pl(£ B£�pW S 1 5-200 e `\ �� �.I 1 STRUCTURAL ENGINEER: ! \ HAGE ENGINEERING PC e OTAt) IAQ Tr STAIR UP, SEE ARCH. 560 BROADWAY, #501 eNEW YORK, NY 10012 1 212.358.7778 MAIL@HAGEENG INEERING.COM \ -200 re re _\ -0--------------- ----------- --------------- ! I f' f \ e r , \ J NUMBER OF TIMBER PILES e � � % e / TO BE CONFIRMED. / � f ! e f sEAL: CIO I I 6 HICK s-too CONC RAMP 1WA KC , p ONS W�A�ACNS N.RB££lN[FO/S �IGBW ,2ppCO £0 CO 4- O00'-�7. 3UD B£ THERSCpTRACTppO � RO5,.54.� 11 ATUB£SN -------- ------ -. OP� Tp FROST P 4 � 1 I DATE: ISSUE: REV: Jan 1, 2022 DOB Submission A FOUNDATION AND CELLAR PLAN " SCALE:Y"=1'-0" NOTES: 1. SEE ARCH. DRAWINGS FOR ALL DIMENSIONS, TOP OF SLAB ELEVATIONS, TOP OF WALL ELEVATIONS, CLEARANCES, FIREPROOFING, WATERPROOFING, FLASHING, INSULATION, FIN'SHES, AND DRAINAGE SYSTEM. 2. COORDINATE ALL WALL LOCATIONS, OPENINGS, WINDOWS AND DOOR LOCATIONS, SLAB DEPRESSIONS, ETC. WITH ARCH. DRAWINGS. 3. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING REQUIRED FOR PLUMBNESS, STRUCTURAL STABILITY, AND SAFETY WHENEVER REQUIRED TO SUPPORT LOADS AS MY BE IMPOSED UPON THE STRUCTURE AND ITS COMPONENTS DURING CONSTRUCTION. BRACING AND SHORING AND SEQUENCES OF SUCH WORK SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND HIS/HER LICENSED ENGINEER. DATE: 01/01/2022 4. COORDINATE ALL MECH. UNITS WITH ARCH. AND MECH. DRAWINGS AND EQUIPMENT MANUF. FOR ALL UNIT MOUNTING AND SCALE: AS NOTED ATTACHMENT REQUIREMENTS. 5. FOR STAIR LOCATIONS, ELEVATION, AND DETAILS, SEE ARCH. DRAWINGS. DRAWN: ML/AC 6. ALL DIMENSIONS AND ELEVATIONS FOR FINAL CONSTRUCTION SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND COORDINATED CHECKED: MH WITH ARCH. AND M/E/P DRAWINGS. SHOP DRAWINGS SHALL BE BASED ON EXISTING CONDITIONS AND DIMENSIONS. TITLE: 7. CONTRACTOR TO PROTECT AT ALL TIMES EQUIPMENT, PIPES AND OTHER EXPOSED OR EMBEDDED ITEMS ON THE SITE AGAINST DAMAGE. COORDINATE WITH ARCHITECT & MIE/P DRAWINGS. 8. ANY ADDITIONAL WORK/FRAMING/FOUNDATIORS NOT SPECIFICALLY SHOWN OR CALLED FOR IN THE DRAWINGS, THAT ARE REQUIRED FOUNDATION & TO COMPLETE THE INTENT OF THE WORK, S'�IALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR AS IF INCLUDED IN THE DRAWINGS. CONTRACTOR TO ALLOW IN BID FOR ADJUSTMENTS TO ALL CONNECTIONS OF STEEL AND WOOD. THE CONTRACTOR A A SHALL ADVISE THE ENGINEER OF SUCH OCCURRENCES. CELLAR PLAN 9. A GEOTECHNICAL REPORT HAS BEEN PREPARED BY GTA ENGINEERING SERVICES OF NEW YORK P.C., DATED JULY 2021. THE REPORT CONTENTS ARE PART OF THE CONTRACT DOCUMENTS AND SHALL BE PART OF THE CONSTRUCTION DOCUMENTS. 10.ALL CONCRETE USED FOR THE CELLAR SLAB, CELLAR GRADE BEAMS/PILE CAPS, AND FOUNDATION WALLS SHALL BE NORMAL-WEIGHT CONCRETE 145 PCF (U.O.N.) HAVING A COMPRESSIVE STRENGTH OF 5,000 PSI AT 28 DAYS AND A MAXIMUM WATER-CEMENT RATIO OF 0.40 AND CONTAIN XYPEX C-500 ADMIXTURE. MIXING PROCEDURES SHALL FOLLOW THE ADMIXTURE SHEET NO.: MANUFACTURER'S PUBLISHED SPECIFICATIONS. FINAL MIX DESIGN SHALL COMPATIBLY ACCOMMODATE OTHER ADMIXTURES. 11.ALL CONCRETE REINFORCEMENT BELOW DESIGN FLOOD ELEVATION SHALL BE EPDXY COATED. 12.CONTRACTOR TO TAKE ALL MEASURES NECESSARY FOR DEWATERING AND DRAW DOWN OF WATER TABLE AND POTENTIAL WATER LEVELS TO ENSURE STATIC STABILITY OF ALL BUILT CONDITIONS AGAINST FLOATATION AND BUOYANCY UNTIL THE STRUCTURE'S FULL DEAD WEIGHT IS IN PLACE. 13.SLAB THICKNESS TO BE CONFIRMED W/ ARCHITECT. BOTTOM OF SLAB TO BE SET 1" BELOW GRADE. S- 100 CopyrightO2022 by Hage Engineering PC 4� NG SB/S OR Sff Cy Ar Du, R , SffSy 'pWr Sff AR w AND Dir Af � 2/S 2 p2 / SA S-tot 5 / S-201 '01? OWNERS: pSC S£f 8 CONN TO P/CE J Co. /S 202 BEN HANSEN CHRISTINE 420STATE STREET 1 fp `s-2o2 5 BROOKLYN, NY 11217 ,' OpNG B f s-2o2 P4_A P ARCHITECT OF RECORD: CONT COW S££AR P 7. 3 1 TYP. IJ/ BLOCK/ UNf OF S Cy '' ``' x12 5-201 P4_A HANSEN ARCHITECTURE + DESIGN 3 n"p NG/BRID NGCID 420 STATE STREET s-2o2 SIM. G/ WS fQ f STAIR OP fp - P-T P4_A LEGEND. BROOKLYN, NY 11217 Sff ARC,,C \ (2) 3x12 917.202.9706 SMPSO W y24x1 p l l W 10x22 f -�_ t (^1 o ASO f S Sy rj W , (2 W 10x26 1 Q / TIMBER PILE BELOW, SEE A/S-100. CHRISTINE@HANSEN-ARCHITECTURE.COM (2) MC8 £CURED T�CCS ) AlC8x2Q. WfINF CON CONT. /� ® P1 DENOTES: BUILT-UP JAMBS W 2 2x JACK STUDS & 646.246.3938 to.. SIy1 ACC - FOC OF SO CINE / ( ) BEN@BRHARCHITECT.COM �RAk (� f�,l x8 16* 0 C AIS 100 W, Sri- BCO UD /1/ ` (3) 2x KING STUDS. TYP. EA. END OF HEADER ABOVE DOOR WINDOW OPNG. STUD SIZE TO r ) MC8 TO Syfq lB Sy 1 2xg @ ryp BR/DGNCG/ � '� I '�, DOOR/ WINDOW W1 ABO R fAR Typ . ! MATCH STUD WALL PREVAILING FRAMING. SPR® 2Cq�� 0 P£ 8,q RING �� STRUCTURAL ENGINEER: / NG p R ` CC NG CA7 /,/ ; , H P2 DENOTES: W10x30 HAGE ENGINEERING PC liF Wq Sc-t- STA/ AB '�' I �\ 560 BROADWAY, #501 u 40 1/S� 1 R Sff OSE ,l 0 O P3 DENOTES: HSS5x5xY NEW YORK, NY 10012 if R£ S & M/ 202 s- BOOT gRCy. I i COW QD 212.358.7778 PROV PR DPT lyq COW WOOD �p �J H P4 DENOTES: W12x40 MAIL@HAGEENGINEERING.COM z1'3 SPDC j OOD BfgM£ \ MOV W D£fiygf Pl A �� UP �' Sf£ 4/S, SLAW TO 2/StOCATION pr 1\' Bfq SUpl 6Dp qN FR t S/MPSON ����` DN 4 U,p RIIyG pCAT 2 CONC. /� (i'`' 1J1 DENOTES: 2x12 @ 16' O.C. ® 202 , �,ORT AT OR 001,1, FqC£ �j pT 2 ��� s-zo2 ® Wq f, SEf %/: � 1J2 DENOTES: 2x12 @ 12" O.C. / 1j2 t`\OHC`�OD j x12 £OG f JO/ST r fNDs & rtflppT02 �l •l IF REQ'D. PROVIDE LOW 1DJ1 DENOTES: P.T. 3x12 @ 16" O.C. P3 ; ; WOOD BEAM SPLICE AT 1 DJ1 / / IDA 1 I THIS LOCATION PER 7/S-202. NOTES: o /�= P3_A , 1 PI-A DENOTES: POST ABOVE s tot �1,� PI-B DENOTES: POST BELOW P.T. (2) 3x12 P.T. (2) 3x12 - -- -—-—-—-—- PJ1kB DENOTES: POST ABOVE do BELOW . , G 1 \ S££NO l 1✓1 % 12 HSS5x3)r DIAGONAL /F R f ' T£ 13 : / IF REQ D. PROVIDE LOW s-sot BRACING ABOVE. TYP. CO{y Q PRO /' WOOD BEAM SPLICE AT % Q SPLICE OOD BEA £ s-tot I THIS LOCATION PER / J / 7/S-202. y COCATj At THIS � S � /S, ON P fR ff NOT£ / / - , : 202. /3, o `` RECO f �2) JO / D00 `�_ /� P.T. 4x16 DOUBLE 53201 \' PART/j,/0 W lOR I STS NG ggOV£ , p3`q .' ;4WOOD BEAM (LOW) ACC. l j ARCy / 1DJ1 f;l'% 1DJ1 6x � pSWSWy24x1O (26OVf SfCUfAR N'ACCS ,� ii , I R fD S£f NOT f P2-A. TYP. MC 8 TO � 3 13 ` p /' / U.O.N. r s-2o2 tow P ; jl T (2) 3x12 /�SW3 2x6 @ W K,I ' ROVID , 16 O.C. EXT. , /, SPUCf OO BEAM f l % % SHEAR WALL / SIM' /-FOR CONN. SEE I 6 COCAT/0 AT THIS / 3 /% ABOVE. 6 6 S-202. SWl 2x6 1,`.,,3 (2) MC8 _7/S 20 N P£R a,i , / j s-202 / s-2a2 W8x48 GRILLAGE. rAT SWAtty fq� 16„ 0 C l 6 x2Q., 1 j (2) MC8x20 I P.T. (2) 3x12 ABO USN. VE PRING "� / / s zot , 1DJ1 ------ - - -- W8x48 GRILLAGE. ' SIM. �// 1DJ1 ;� (; s-tot ' / v , /� c��, : C-3SEAL P.T. 5Y"x11Y" PS : P.T. 5Y"x11Y" PSL WOOD4x16 DO(1 ; SEE NOTE 13. / / �F NEFY TYp BEAM (LOW) l �l/ 3B / FOV8/S-202. CONN. TO PILE / OUTUN SES OUTLINE OF DECK, SEE q�qC FpR NOF �MP, Sff FOR C04N. TO PILE RCq ARCH. TYP. .- / Dq dr SEE 8 S-202 SIM. trl . .,%.: a • �� R£INF ICS 7"x 11Y" PSL " RAMP CONE Wq 3VZ WIDE PSL RIM ' Sf 100u OW SS10� BEAM IN LIEU OF r W/As �T OORD RIM BOARD, SEE HERS. 3B AND 45-201. / / I ( DATE: ISSUE: REV: 5A � AT CORNER, SEE PI-A AND 5 AT CORNER, Jan 1, 2022 DOB Submission 5B/S-201. TIMBER PILE s-tot s-tot SEE 5B/S-201 SIM. BELOW. TYP. A FIRST �00R FRIG PLAN " SCALE:Y"=1'-0" NOTES: 1. SEE PLAN A/S-100 FOR ADDITIONAL NOTES AND INFO. 2. COORDINATE ALL DIMENSIONS, ELEVATIONS, CLEARANCES, DEMOLITION, FINISHES, FIREPROOFING, ROOFING, FLASHING, WATERPROOFING, INSULATION, PAINT SYSTEM/HOT DIPPED GALV., ETC. WITH ARCHITECTURAL DRAWINGS. ALL DIMENSIONS SHALL BE FIELD VERIFIED. ALL FABRICATION SHALL BE BASED ON FIELD DATE: 01/01/2022 VERIFIED EXISTING CONDITION. SCALE: AS NOTED 3. COORDINATE MECHANICAL DUCT FLOOR PENETRATIONS WITH ARCH. AND MECH. DWGS. DRAWN: ML/AC 4. WHERE MECHANICAL OPNGS. CAN BE FIT BETWEEN TWO JOISTS, PROVIDE DOUBLE HEADERS ONLY. CHECKED: MH 5. PROVIDE TRIPLE STUD POSTS NAILED AT 12" O.C. TOGETHER AT ALL JAMBS AND AT HEADERS, U.O.N. 6. PROVIDE DOUBLE JOISTS/BLOCKING BELOW SUPPORT OF ALL EQUIPMENT, HEAVY APPLIANCES AND BATHTUBS. TITLE: 7. PROVIDE DOUBLE JOISTS BELOW PARTITIONS RUNNING PARALLEL TO JOIST SPAN. 8. PROVIDE SOLID BLOCKING ADJACENT TO EXTERIOR WALL SEE PLAN FOR LOCATION. BRACE WALL TO BLO 9. ALL CEXTERI RPEXPOSURE STEELISHALL BENG AND LOCKING LINES SHALL BE SPACED " GALVANIZED ED OR PANTED W/ EXTERIOR PAINT SYSTEM APPROVED FIRST FLOOR ARCHITECT.BY 10.ALLEXTER EXTERIOR EXPOSURE BOLTS, SHIMS, AND OTHER HARDWARE UNLESS OTHERWISE NOTED ARE TO BE HOT FRAMING PLAN DIPPED GALVANIZED AND PAINTED WITH A COMPATIBLE EXTERIOR PAINTING SYSTEM IF REQUIRED BY ARCHITECT. 11.ALL EXTERIOR EXPOSURE TIMBER SHALL BE PRESSURE TREATED OR ROT RESISTANT PER ARCHITECT'S DIRECTION. ALL CONNECTION HARDWARE AND FASTENERS EXPOSED TO THE WEATHER SHALL BE STAINLESS STEEL SHEET NO.: 12.FOR RAILING LOCATION, INFO. AND ATTACHMENT DETAILS SEE ARCH. AND MANUF. 13.(2) SIMPSON CS16x48" LONG STRAP HOLDOWNS, SEE SHEAR WALL SCHEDULE AND 3B AND 4 ON S-201. S- 101 Copyright@2022 by Hage Engineering PC OWNERS: pl BEN HANSEN £Q �®,` I P4 B AND CHRISTINE HANSEN / W/NDOW 420 STATE STREET ARCH f. SEE NG P43 A AND BROOKLYN, NY 11217 RA),S �( £Q " ,Q ARCHITECT OF RECORD: EACH S/Df SPS@ D l 8 HANSEN ARCHITECTURE + DESIGN Sy SN'2 OF POSTS ' 2j1 B�ONT UNf x11y" PSC CpNrsW MOMfN WqC HEAR/B16" O.C. 420 STATE STREET BROOKLYN, NY 11217 ` 12x46 CONN T ABOVE EAR/NG LEGEND: /.yp OKllys/BR�O/�C/D , SWI 2 16 i P3 £ x8 ® TYP P4 B AND 917.202.9706 / /lNT Bf " p C � FQ AB AR £�£ �3� WSW, f 1 OV£ BS A ® P1 DENOTES: BUILT-UP JAMBS W/ (2) 2x JACK STUDS Ec CHRISTINE@HANSEN-ARCHITECTURE.COM / " 4 / -�1 (3) 2x KING STUDS. TYP. EA. END OF HEADER 646.246.3938 o MASON 4x10 ,x11y" s-301 k./ ABOVE DOOR/WINDOW OPNG. STUD SIZE TO B£/OW SHEAR W PSC STAIR OPNO SIM. N BEN@BRHARCHITECT.COM A�[S / ff ARCH• �, 1 SIM. COPUN I ARO�W RP MATCH MATCH STUD WALL PREVAILING FRAMING. s-401 F SOC/D £ I CANT ARCH S£f H P2 DENOTES: W10x30 BLOCK/N STRUCTURAL ENGINEER: RAGE ENGINEERING PC ` WOOD ST BRIDC!N� DIAG. BRACING O P3 DENOTES: HSS5x5xY 560 BROADWAY, #501 SK,2 / ` 1 S££ARCy/R ;� TYP BELOW, SEE I FOR BRACE o i /N 2x4 ® r OUT(/Nf A/5-101. CONN. SEE �"� P4 DENOTES: W12x40 NEW YORK, NY 10012 ' ARTERIOR SH 16" O� ® 1SlAND OF K/TCy£ 1` ,�` 11/S-302. SIM. 2J1 DENOTES: 113j" DEEP TJ1110 @ 16" O.C. OR 2x12 @ 16" O.C. 212.358.7778 OVE. £AR O" PROVID� Sf£ARC N " " " MAIL@HAGEENGINEERING.COM 1? _ ° BLOCK/f SOLID f/ 2J2 DENOTES: 1Y DEEP TJ1110 @ 16 O.C. OR 2x10 @ 16 O.C. f CIE ® , 2x12 N �£R ; ,J o C`4 m N 2J3 DENOTES: 11% DEEP TJ1210 @ 16 O.C. OR 2x12 @ 12 O.C. 2J2 2J2 N — 2RJ1 DENOTES: P.T. 3x12 @ 16" O.C. c1l I` ,�. ` N 3 2RB1 DENOTES: P.T. 5Y"x11Y" PSL L1 DENOTES: (3) 2x8 HEADER q +Q 1 / / P3 B s-400 s-400 NOTES: 4 nP• / W10x15 W1205 CANT. PI-A DENOTES: POST ABOVE s-3W —/ 3 PI_B DENOTES: POST BELOW BfCOV/Df (2) J l / PI_AdcB DENOTES: POST ABOVE do BELOW Jel _ \` pART/To'�£R/OR/STS t® (2) 2x12 l s� P2_A&B. MOMENT W S-401 ® `�q/( / / AND FORRq/C/NG TYP. U.O.N. CONN. TYP. A /0 Sf£AR HgCSM T D�. FD s- ARCH. OF DECK, SEE `x14--p 3;' X00 ANUF TYP CENTER BEAM 2J3 / DURNGBELOW EXTERIOR OOR Op \ l P1q D S££ARCH WALL ABOVE. A� Bf1OW P3 B ND TYP. CH _o 2J2 3 2J2 N X x — — cc (4) w _ o N N B£COW cc N SHEAR 'l ~\``` ® 3 3 WALL BELOW._SW3 EXT. FOR FOR RAILING LOCATION, • WAC(S 1 _ a s_3o4 INFO. AND ATTACHMENT / k SW4 2x6 MIN. @ I FOR BRACE DIAG. BRACING DETAILS SEE ARCH. do ' Q 3 16" O.C. EXT. BELOW, SEE i CONN. SEE MANUF. TYP. ` 6 SHEAR WALL A/S-101. j 11/S-302. Sf��x8 £jl•T t �2 x11y"PSC s-3o� , s-401 0 W10x22-�, / ABOVE. CANT. WI 2x45 ABOVE/B£ARjN� O U,O N & B fC0 WACC / / -- W12x45 CANT. --- .N W TYP ' AND 4" 4" 4�rF144 ZRBt ?Q x r/ S ow — — 01- - -- --- - - — -- - - - `" - - - - - - - - 3 SEAL: 1 W2 2 — _ CANT. f O� �,� S-401 � 2J/ gBO�R/OR Sy f�6" 0 C ' f, R k'A(C ' W8x18 f' W8x18Q.'��' yQ / WALL ABOVE, SEE ARCH. / FOR PLANTER SEE ARCH. — BUILT—UP PARAPET / r , HOEDOWNS, SEE SHEAR " " 100 PCF MAX. DENSITY ABOVE, FOR LOCATION 9 CONT. P.T. tY xV MIN. s-401 SEE ARCH. r WALL SCHEDULE do DECKING FOR SUPPORT OF Of SOIL ' y ne / DETAILS. TYP. ° •. "4 J PLANTERS. TYP. @ DECK @ OUTLINE OF DECK, SEE ARCH. 1 2ND FL ' AQF an cm ® / P.T. 4x12 JOIST BELOW CANT. W12x45 ES610�p�/ ' ---------- L , PLANTERS. COOORD. W/' , L1 ARCH. FOR LOCATION. / 1 SIM. WINDOW OPNG. L L� Pt_A&B. / TYP. @DECK @ 2ND�L. ( DATE: ISSUE: REV: S-401 ABOVE do BELOW. TYP. U.O.N. Jan 1, 2022 DOB Submission SEE ARCH. TYP. U.O.N. A SECOND FLOOR FRAMING PLAN " SCALE:Y"-1'-0" NOTES: 1. SEE PLAN A/S-101 FOR ADDITIONAL NOTES. DATE: 0110112022 SCALE: AS NOTED DRAWN: ML/AC CHECKED: MH TITLE: SECOND FLOOR FRAMING PLAN SHEET NO.: S- 102 Copyright©2022 by Hage Engineering PC : Y.. TYP. 401 OWNERS: BEN HANSEN CHRISTINE HANSEN r / 420 STATE STREET BROOKLYN, NY 11217 SIM ARCHITECT OF RECORD: CONT 4 N 5— . U01 P3 9 HANSEN ARCHITECTURE + DESIGN TYp /I BSO k1A(G E 0,,SOLID RB1 / I� 00 RB4 T1'P, SW2 EXT. SHEAR 420 STATE STREET /BRIOG/NO I / I �� WALL BELOW. BROOKLYN, NY 11217 ' LEGEND: -1/ ' / `� COORD. GREEN ROOF 917.202.9706 / CHRISTINE@HANSEN-ARCHITECTURE.COM cs c.i (2J B �I R,/4 / , / � � ® P1 DENOTES: BUILT-UP JAMBS W/ (2) 2x JACK STUDS do SAYS /� l t � � W/ ARCH. THP ® 646.246.3938 Eq�H S pU0 BCp // _�`` // I s-'4°� �, � / W8X15 �0 (3) 2x KING STUDS. TYP. EA. END OF HEADER BEN@BRHARCHITECT.COM r SID SKI I W ABOVE DOOR/WINDOW OPNG. STUD SIZE TO / r----------- r-------- r / MATCH STUD WALL PREVAILING FRAMING. _ E pF N� / _�_ l ® POSTS r l ``� l / SWI £Xj I l i i i i ; I SHEAR /INT / I / r--------- - / '-----------J I CANr P2 DENOTES: W10x30 5 + / /B I NT STRUCTURAL ENGINEER: 4, ® / WA EARS / ME s i S-301 `�-� I BE[OW Nc l, RA G� UNIT B I I 13 P3 DENOTES: HSS5x5xY RAGE ENGINEERING PC S E IV 4-`�'l �` 4- 1E�P OOORD i {® � RJ1 DENOTES: 2x10 @ 16" O.C. NEW 560 YORK, NYYI 012 1 £� / SP /AR o r % B 0w WAu l % Irl I-8"Mq Alf Rq CH- � I I RJ2 DENOTES: 2x10 @ 1'-6" O.C. 212.358.7778 / l�j I I MEOH. UNX. �C. FD ITERS @ j 3 ( I " " MAIL@HAGEENGINEERING.COM ITS (4 R flT OF o` o I I RJ3 DENOTES: 1Y x9Y LVL @ 1 —6 O.C. PARTIALLY EXPOSED RAFTERS W WECygNIOgI / I `"�, I I / 7 SIM. COCAT'7NSJ l vt i I RJ4 DENOTES: tY'x9Y4" LVL @ 16" O.C. aDGS RSH c¢ M�G CpORO + / l RJ2 I rll s-�� o_' (OPEN TO RBI DENOTES: (2) 2x10 .� h pROV 'T BE�t,££/P `-�. ' l j ' I BELOW SOH IDE HEAD £N JOIST rI I "�� 4 /I RJ2 RJ2 R62 DENOTES: (3) 2x10 MArcq S/- (S/I£ l0 @ S I -� s-3W nP' l t I RB3 DENOTES: (2) tY x9Y LVL o TYP IE OF✓O/STS) RB4 DENOTES: (3) 1Y"x94" LVL s / / L,/ / 2 1 � 1 s-400s-400 I I s-400 RB5 DENOTES: 5Y"x9Y" PSL .r HSSI2x4 HSSI2x4 CANT. RB6 DENOTES: "x11Y" PSL ` %® L1 DENOTES: (3) 2x8 HEADER TYP. / / / j P2_B. s-3o2 L2 DENOTES: 5Y"x9Y" PSL HEADER 6 " � / / TYP. ! s-�' ' ' ' i FOR LOCATIONAS E� MOMENT NOTES: v � f I CONN. I ARCH. P/_B DENOTES: POST BELOW WWI S£E ARCH opus r o • 0 1 l 3 PARAP BE[OW&R/BEARING \'` ' , (2 tot OTS ryP 3 RJ2 UON �ABOPE �pT UP , "`_`' z� / RJ2 k 4 r j -V I s-401 m r/ i i SW4 EXT. t ---------- ��� /� I ----------J SHEAR WALL / I ` tMOMENT -J � I / /1 XPOS£D I P3 B BELOW. CONN. 4 TYP. �\� / coo)? A rA. --- HSSI2x4 ---- HSSI2x4 ANT S-401 pR0 FpR W/A ' --— -- —I _ ----- ----- — I SEE NOTE 2. l 5 £BENTS ROH / ------�-------__- - � s-3o1 S / •- --•� RB5 (LOW) � RJ2 � R65 (LOW) � � s w2 / I Z SEAL: BFH�W'W£ttOR / r ' RB6 RB6 ll R✓I i l ! 2 2x BLOCKING / {0 BUILT-UP PARAPET CIO ( ) , " , s-4ot ' ABOVE, FOR LOCATION it @ 4'-0" MAX. O.C. SEE ARCH. TYP. I. $S10N�4 -------- ----- LI I DATE: ISSUE: REV: SIM. 4 WINDOW OPG. L / P1_B. Jan 1, 2022 DOB Submission OUTLINE OF ROOF. S_4 1 BELOW. SEE "II TYP. 0 SEE ARCH. TYP. ARCH. TYP. ROOF FRAMING PLAN " A SCALE:Y"=1'-0" NOTES: 1. SEE PLAN A/S-101 FOR ADDITIONAL NOTES. /01/2022 2. YNOTED WIDE BENT PL EA. SIDE OF RB5 W/ 8" LEG @ FACE DATE: O1 SCALE: AS NOTEDTED OF RB5 do 3" LEG AT W10 W/ (2) Y'0 BOLTS @ RB5 & (2) DRAWN: ML/AC %"0 A325 BOLTS TO W10. CHECKED:. MH TITLE: ROOF FRAMING PLAN SHEET NO.: S- 103 Copyright(E)2022 by Hage Engineering PC r P,. REINF. CONC. WALL, SEE PLAN. OPENING IN WALL BEYOND. STAIR STRINGER, SEE ARCH. COORD. W/ ARCH. FOR SIZE k LOCATION. LOCATE 3'-0" _ L4x4x5(6 WELDED OR BOLTED W/ (2) %"0 MIN. CLEARANCE FROM A325 BOLTS TO STEEL STRINGER (LAGGED COLUMNS BEARING ON WALL. AT WOOD STRINGER W/ (2) Y2"0 LAG BOLTS) AND BOLTED TO CONC. SLAB W/ (2) % 0 DOWELS TO MATCH VERT. �� ADHESIVE ANCHORS (3" MIN. EMBED.) TYP. REINF. IN SIZE do SPACING EA. STRINGER. ANGLE SHALL BE BOLTED ON W/ 2'-6" LEGS @ EA. END. CONCEALED SIDE OF STRINGER. CONST. JOINT A; . OF BARS NUMBER OWNERS: � BEN HANSEN D W.P. FRAMED SLAB, (2) 15 T.&B. �� EXTERIOR FACE. 50 BAR DIA. 4��� INTERRUPTED BY CHRISTINE HANSEN SEE 1/S-200. .gyp OPENING PLUS 420 STATE STREET FOR WATERSTOP j �♦ (1) ON EACH BROOKLYN, NY 11217 SEE ARCH. SIDE @ 3". ARCHITECT OF RECORD: t, SEE PLAN CONT. (2) 15 T.&B. OVER PILES. p" Tl(p, 11/3 � HANSEN ARCHITECTURE + DESIGN ————— CONT. BARS. INTERIOR FACE. �x X� 420 STATE STREET —————— BROOKLYN, NY 11217 CONT. (1) 15 @ HOOKED BARS. SIZE AND CONT. WATERSTOP. I PERIMETER. PROVIDE ------- -- - ----- --------- --- - 706 SEE NOTE 2. - CORNER BARS. SPACING TO MATCH HORIZ. 917.202.9 1I �`� r'—�"--') CONC. FRAMED SLAB, SEE PLAN. BARS. SEE NOTE 2. / CHRISTINE@HANSEN-ARCHITECTURE.COM (4) 14 TIES @ 3 O.C. 646.246.3938 AT EA. END. EQ. TYP. U.O.N. ♦` ' 1 ��- FOR SLAB REINF. SEE PLAN Ec BEN@BRHARCHITECT.COM 30" I 1/S-200. ADD (1) �5 48 BAR DIA. tSE AGGREGATE MATERIAL. EA. FACE @ TYP. ENGINEER: GEOTECH. 1'-4" 1'-4" EACH CORNER STRUCTURAL EXTERIOR CORNER CONST. JOINT OF OPENING. HAGE ENGINEERING PC CONTROLLED SUB GRADE, SEE PLAN FOR 560 BROADWAY, #50 PILE LOCATION. NEW YORK, NY 10012 212.358.7778 )RAINAGE, SEE OTHERS. fL I MAIL@HAGEENG INEERING.COM EINF. PLAN DETAIL TYP. CONC. BALL OPENING DETAIL TYP. DETAIL AT STAIR BASE TYP. CONC. �11AL�U5 'D 5 . TS •GRADE DETAIL HAUNCH DETAIL AT PILE 3 4 (AT sIlVGLE � �) SCALE. " 2 SCALE:NTS SCALE:NTS SCALE:NTS NOTES: NOTES: IE PLUMBING DWGS. NOTES: JAMBS AND AT TOP AND BOTT. OF 1. COORD. OPENING SIZE WITH ARCH., HVAC, ELEC., NOTES: 1. COORD. STAIR LOCATION Ec DETAILS W/ ARCH. AND STAIR 1. PROVIDE (2) f5 AT ENDS OF WALLS, CORNERS, 2. MAX. OPENING SIZE TO BE 1'-6"xl'-6". 1. AT FRAMED SLAB ON GRADE AT PILE LOCATION, PROVIDE MANUFACTURER. ALL WALL OPENINGS. EXTEND 2'-6" BEYOND EDGES OF OPENINGS. 3. SUBMIT OPENING LOCATION AND SIZE TO ARCHITECT FOR REVIEW AND COMPOSITION W/ GEOTECH. ADD'L (2) f5 x 8'-0" LONG T.&B. E.W. CENTERED W/ PILE. COORDINATION PRIOR TO CONCRETE WORK. ANG SYSTEM. AND NOTES SEE 1 S-200. 2. ALL BARS TO BE EPDXY COATED. 2. USE 2'-6"x2'-6" HOOKED BARS MIN. FOR f6 AND LARGER, EACH LEG TO BE 50 BAR VAPOR 2. FOR ADD'L INFO / DIAMETERS. 4. OMIT CORNER BARS @ OPNG. LESS THAN 8"x8". G G SYSTEM. DRAINAGE, 3. ALL BARS TO BE EPDXY COATED. 5. IF OPENING IS NEAR THE TOP OF WALL MAINTAIN MIN. 16" DEEP WALL G FABRIC, INSULATION, ETC. 3. ALL BARS TO BE EPDXY COATED. ABOVE OPENING. 6. ALL BARS TO BE EPDXY COATED. RAMP & CONN. SEE ARCH. AND OTHERS. CONC. WALL, SEE PLAN. r 1"xt" CHAMFER EDGE. COORD. W/ ARCH. TYP. T FINISH GRADE ' � • 5 @ 12" O.C. W/ ALTERNATE SEAL: SEE ARCH. STD. HOOK. �Q.t�tGOF NE K� HORIZ. 15 @ 12" MAX. O.C. CIO Q'pfi CONT. (2) f5 T.&B. ly2o CLR. ., �... TYP. U.O.N. N • CONT. 1'-0" THICK x 1'-6" WIDE C. FTG. REINF. W 3) CONT. �5. 4Fd ��739�� -- CON / ( �AofESS10�A� �II Ilbll-1 3" CLR. — 1 FTG. TO BEAR ON VIRGIN SOIL OR CONTROLLED, COMPACTED DATE: ISSUE: REV: SOIL (1.0 TSF MIN.). Jan 1, 2022 DOB Submission TYP. CONC. FOOTING/PIER 6 SCALE:NTS NOTES: 1. SET BOTTOM OF ON VIRGIN SOIL OROCONTROLLED,MCOMPACT D SOIL, OIN. BELOW GRADE R TO MATCH BEARING ELEL OR DEEPER IF EVATION BEARING LEVATION OF EXISTING ADJACENT FOOTING. 2. MODIFICATIONS OF SIZES do DETAILS OUTLINED ABOVE AND IN THESE DOCUMENTS MAY BE REQUIRED AFTER ALL EXISTING CONDITIONS HAVE BEEN FIELD VERIFIED BY THE GEOTECHNICAL CONSULTANT. 3. ALL BARS TO BE EPDXY COATED. 4. SONOTUBES COULD BE PROVIDED AT CONTRACTOR'S OPTION TO FROST UNE. DATE: 01/01/2022 SCALE: AS NOTED DRAWN: ML/AC CHECKED: MH TITLE: TYP. FOU N DATI O DETAILS & SECTIC SHEET NO.: S-200 Copyright©2022 by Hage Engineering PC H w �, fie\\ I/A OWTS General Requirements > 8" TOP WALL e\ of, o� 1' O� K", 4, Gel 1. The Installer of I/A OWTS must hold a current Liquid Waste License pursuant to Chapter 563 Article VII (Septic Industry r k~ EL. 6.5' EX 1� ELEC. c t of Businesses) and Endorsement J (Innovative and Alternative Treatment System Installer) through the Suffolk County Department of �^ "�I �= PANEL 50 0 19 Labor, Licensing and Consumer Affairs, pursuant to Suffolk County Code $ 563-79(11) (J). The Department of Labor, Licensing, and cr, # 5 REBAR 0 �r'�t`�G Consumer Affairs maintains a list of licensed I/A OWTS Maintenance Providers. V < ® 18" O.C. 2. An executed Operation and Maintenance Contract between the Maintenance Provider and Property owner must be submitted to (horiz.) \ the Department r 0 LL ED U LOLI 3. All installed I/A OWTS are required to have on initial 3-year warranty and operation/maintenance service contract. U.. Ll 0 AMP BREAKER po LI. O ,�� 4. When an I/A OWTS requires a vent, the unit shall be vented to the roof of the residence being served. Vent pipes shall extend a LL EXTERIOR RA TEV_LL. » VARIES ,IUNC710N BOX BELOW X \ 0� minimum of 6 Inches above the roofilne and the top of the vent shall have a minimum horizontal separation of 12 inches to the sloped 1 portion of the roof. In cases where it is not practical to vent the system to the residence roof, a vent pipe may be piped to the exterior CRADE IN SPRINKLER BOX \\�K �, A side of the residence and terminate a minimum of 18 inches above grade. These vent pipes shall be located a minimum of 3 feet from 5 REBAR ��+ ,`P SPD any window or doorway and must terminate with a carbon filter device. All vent pipes must have a minimum diameter of 2 inches. ® 1O" O.C. `O �\ EFFLUENT FLOW F9 Q z O (vert. 2 AWI; OF WIRE GOQ' FROM FIELD �F�2FO 5. Garbage grinders shall not be permitted when an I/A OWTS is utilized as means of sewage disposal. In addition, water softeners DiREXT BURIAL X ��, O c N/ shall not discharge Into an I/A OWTS. Y �. GRADE VARIES \� 96b '� 6. Install I/A OWTS tanks according to manufacturers recommendations. All applicable recommendations provided by the Q manufacturer shall be implemented - V` Q c; �IP11 SII pI �I , t-p 1� =' +L [� 7. The I/A OWTS tank shall be Installed at level In all directions (with a maximum tolerance In any direction of +/ one quarter inch) -III _ III Ilu �� IIIIIIII- PLC CONTROL PANEL J` s S O 48" 5 DOWEL G TI S on a minimum 3-Inch thick bed of properly leveled and compacted sand (free from rocks) or pea grave �- # W P80 COMPRESSOR AIR PUMP O o 2c 10" MTH HOOK /� O� 8. The top of the I/A OWTS tank shall not be located greater than 2.5 feet or less than one foot below final grade. , J LL „ NOTES �0 C. LU r' O I( v� G O APPROXIMATE i t ' 4 KEl'�' 1-CONCRETE TO BE 3000 PSI �■�! 4 2-STEEL TO BE 60 KSI ELECTRIC RISER DIAGRAM \ �� Electrical Requirements " O +�� LOCATONOF 1. Control Panels {!w 3 3-ENGINEER TO CERTIFY THE FINAL J 6' N .T.S. \ SANITARY SYSTEM a. All wiring and equipment are to be installed by the electrical contractor In accordance with the CONSTUCTiON OF RETAINING WALL AS O National Electric Code (NEC) and local codes. 8 O �_; O REQUIRED BY HEALTH DEPT. �� OQ 0. �\ �O b. The control panel box must be placed outside on a suitable pedestal near the structure that it serves. O I5 10 ENGINEER TO BE CALLED TO INSPECT THE \ !y Alternatively, the panel box may be mounted on an outside wall of the structure (preferable a utility "T- 48 REINFORCING BEFORE PLACEMENT OF CONCRETE J�G� �60�� ���;� C. room.cont olnpanelote ivshallabe paced at a comfortable height for access. I, �� 9J The panel shall meet National Electrical Manufacturers Association (NEMA) 4X specifications. y e. The conduit must have appropriate seals to prevent gases and moisture from reaching nctlon boxes. Q # 5 REBAR ® E: EACH WAY IN FOOTING \J mar. II f• Each the csysteontrolm shall banel e equipped with a functioning warning system which will activate audible z F007ING TO BE ON 3000#/SF SOIL and visual alarms hat can be readily seen and heard by the occupants of the building served. L0 2�9 2.Pumps, Blowers, Level Sensors, and Controls O I) a. The electrical )unction box serving the um motor and floats must be watertight and / EFFLUENT FLOW Iu 9 pump g l o� FROM CP located outside the I/AOWTS tank chamber. �? b• The Department shall observe the pump system operate through a normal operating cycle. c. Inspection for leakage of the farce main fittings will be made during the pump test procedure. SEPTIC SYS- -EM RETAINING WALL_ N .T. S . '9Ap CO 69.8' moo.I General Notes OFS'�Otj O r\ t,f /? TF�q, ? 71.0' A '���Q 1. LOT AREA: 12,505 S.F. OR 0.29 ACRES e'I'C�Oh'Lo SyST�r/Oy- -55.3' Q05�0 STO/Q OAO bs? o O� ��2 2. SCTM1000-26-03-11 es`S ///�9 � FF1 ON m� AQP 3 DATED 1BOUNDA0Y 4ND7T ELEVATIONS POGRAPHIC INFORMATION F•E ENCED 0 THE NAVD 88 DATUMFROM A SURVEY BY han Corwin Surveyor. LAST DATED 02/19/2016 do YOUNG do YOUNG CONCRETE " ASO, I/Q C. 014- eFO- .'J., 'i/A �o ZA 00� 4. ALL MATERIALS AND METHODS CF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN 4G OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED COLLAR * ,r - P STOPPER END O sq e�, S �0< 1 5. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. R PLUG ?a4 �� * ss' 9 1 *g G 01Q� THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. o s< G a' ,�+?'' C/ O S• 6. A MINIMUM SEPARATION OF TEN (10 FEET HORIZONTAL AND EIGHTEEN INCHES VERTICAL IS TO BE MAINTAINED BETWEEN Na RISER & COVER �O < WATER LINES, STORM DRAINAGE AND OR SANITARY LINES OR STRUCTURES. All 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. FIBER JOINT 76, "A� c �/ 8. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY, STATE AND FEDERAL \� O�'F ?B JOS �' '�/ LAWS. CODES AND ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OFF ALL UNSUITABLE MATERIALS OFF PACKING 3G AnX JS eo% *�0 G ' SITE. DEBRIS SHALL NOT BE BURIED ON THE SITE. S'rO�Q00 TD ?s2 '� Mc,� /�� 9. ALL PRECAST STRUCTURES SHALL BE APPROVED BY THE COUNTY AND COMPLY WITH THEIR REGULATIONS. I I Cl SEWER PIPE N/T,9 CQ S (IJV 10• ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 28 DAY STRENGTH CONCRETE. L.mli�l (TYPICAL) R)- 140'0 , ^ 11. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS D. PVC PIPE D3034 10 j 4� 4 2� �Op 12. DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE e. C/ 3f� SDR 35 �0// COC'r�Lo S 9� O,c` TRANSPORT OF SEDIMENT TO OFF SITE AREAS, PONDS, DRAINAGE INLETS. THE METHODS AND MATERIALS EMPLOYED IN BEND /19J -1 FRe+ 113•a 6' \ S' \ Gp� THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE NEW YORK GUIDELINES s FOR EROSION AND SEDIMENT CC4TROL. t- � Sic e3� �• O TO SEPTIC g�6, - 2' w hq Q�r� 13. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95% MAXIMUM DENSITY AT THE OPTIMUM MOISTURE W C) FROM DWELLING TANK Lkk.<! '9/,y�� CONTENT AS DETERMINED BY STr*NDARD PROCTOR TESL vtiF Q0 A Uj (Dc.. a y C.l. 60 PVC WYE-i CI TO PVC O 7 -9 �" „ t, Lr) HOUSE ADAPTOR `°//irj00410. � � e" b W O) XIMATE LO RA ON OF O 9� °�h ti LEGEND SANITARY SYSTEM \Q 1�t� _:� x '_'011 ;"V DE:'1 1TIMZNT C. AL i�iTii V.Cz P. `' C/) �0 o. O f o C rra sl4�� t �....,, s t :�f��:�..:.r5.i- �J iYl.�,i .'.�.+i f�r4 E:r:N I-C� A �■e■IM /O/� /r-� fY1'1 G r.t<<.G +i: b.e�.■� CLEAN OUT APPROXIMATE0 �9� W X LOCATION 6 .0+ = PROPOSED GRADE )i,3,1 c�n[jamLL 0 N . T. J . SANITARY SYSTEM0 `.. r „� O Ch AREA CALCULATIONS " ''' "-_-•. �.�r�__�__ 7� _ of ROOF DECK SF 1,540 SF - EXISTING GRA ``'`` `' '''� ' € �r.'.�r.I� ' ! i a" ROOF PLANTING SF 588 SF 7 .0� DE - . ._.a�`_.rJl,r;i:: Ir.t�..l rte. DECK SF 362 SF Ar•no, 1,:! ? cm7C'.O",tdCE WITH DO D OF O TOTAL SF 2,490 SF f;EVIEVI CZ T EP'-IINATim DAT ED Is � z( 0 012,505 LOT / 2,490 SF = 19.9% < 20% ALLOWED SANITARY DESIGN +.tnr+•t. rel .-,..E.-./,n.^+'a�+l.} l�nr SCALE : 1 - 30 3 BEDROOM '� '+ _ _ 'n.^..^ I, 'i ' i r -•a..,, it..,.. "9 {� 1 i' AR 2 72022 LOT AREA = 12,505 SF NO SURFACE WATERS WITHIN 300 FEET HYDRO-ACTION AN400-440GPD ' ��M'"r✓,���E ���I �'�Ir- �. • �-_ ..�. BUILDING DEPT LEACHING: _____ -roVVN OF SOUTHO TEST HOLE DATA 300 SF REQUIRED (5) GALLEYS 2.5' DEEP ' (2) EXPANSION GALLEYS 2.5DEEP w� I risr.H j! BY MCDONALD GEOSCIENCE ti �. F co DA TE.' 03 11 15 ,<w HOUSE CONCRETE COLLAR 63' EL=2.8 0.0' WATER TIGHT FRAME & COVER DARK F.F. EL. 10.5 �. BROWN STOPPER END PLUG W/ APPROVED LOCKING DEVICE CONCRETE COVERrGR LOAM BELOW GRADE `' (OL) DRA E3Y' I. H EL=1.8 1.0' I.E. EL. 8.5' FINISHED GRADE 6s--) BROWN 6.6' =11111 1111= - -- " _ _ _ '-' I III i 1�1111= 1- ••," (1111=1111 =11111-(I I I M1- -11i1 PITCH GRADE 59 SILTOR (ML) 8'min. 1� MIN. =II IL 111J511111� 1' MIN. - v/M0►i eo LC CONT L PANEL 4„ SDR PIPE MAX ilt 2 MAX EL=0.2 2.6' awl CUT I.E.I . I E :.:.::.:.::.:.::::::;:::::.:.:;.:.:.:.:.:r.:. Sept 19, 6. 6.3' :L3k< BILL C F MATERIALS WATER IN 1 8" PER FOOT MIN. / I.E. 1 4 PER FOOT MIN. PITCH J r 2.5� ;: 2.5' `�"'�`�`�` BROWN „ FLOW / 5.5 . � '' ��: :';:' :? �:'; :: .,�.....,.�,,, R6■ .� GOCRIRION or: SILT MIN. 4 DIA. SANITARY PIPE LINE PVC WASTE LINE ' . .: CONTROL PANEL 8C AIR PUMP ELEVATION NA-180053 AN. 104 246 NITROGEN REDUCTION COMPLETE 1 (ML) SDR 35 SDR 35 ' -�` A 180052 Kn K,PRIVPUMP SNO2TANKCOM0 >. EL=1.2 4.0 � .. ... . :. .6 LEACHING GALLEYS SCALE: AS �'' e 130002 KTI ENO 2 TANK CONNECTING STANDARD 1 4 1161 7 ' C 100110 AS :MBLY,RE-CIRCULATION 245 COMPLETE i B EL. UL 2.0 L J 7 Z 0 0 AN400-P AN 00 W/PLATFORM COMPLETE' i WATER IN .�' �fl (2 DEEP) w �....+. E EC5030-L-80.PLC OP ,EC60-3IO-""LC-PLC 1 BROWN P JLL�I O EL. 1.0' ........,r._,�,., FINE GROUND WATER -� TO HYDRO-AanCN =IJ11=1 _711�1u-u1�=��- J11LIll� " HIGHEST EXPECTED COARSE HIGHEST RECORDED GROUNDWATER 111=Fill=IUMIII I- ILII_IIIEEIIII 911 11I�I'' SHEE�t SAND M-440 I/A `"_°�=III -I Elul GROUNDWATER BACKFILL MATERIAL TO BE CLEAN SAND & GRAVEL -ITI-1� - EL=10.2 I (SW) 13.0' SCTM #1000 - 26 - 03 - 11 HYDRO-ACTION AN400 DETAIL LEACHING GALLEY DETAIL AN 400 249 NITROGEN REDUCTION SYSTEM COMPLETE ■►�, �� hrdsI �GRf " m ® 'M G W,_Ie0053 305 NARROW RIVER RD AN-40I=440 GPD SANITARY SEPTIC SYSTEM PROFILE ORIENT, NY N . T . S ..